HomeMy WebLinkAbout1502 Bldg D E Lauridsen Blvd - Student Services Center - Building
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CITY OF PORT ANGELES
DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
8/19/05
Application Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER:
Appl~cation type description
Subdivision Name
Property Use
Property Zoning . . .
Application valuation
05-00000765 Date
713500
1502 E LAURIDSEN BLVD DAYCA
06-30-14-1-2-0000-0000-
COMM REMODEL
/0N'~1/-IJ;CJ
epp~f3
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PUBLIC BUILDINGS & PARKS
5500
Owner
Contractor
STATE OF WASHINGTON
GEN ADMIN
OLYMPIA
HOCH CONSTRUCTION
4201TUMWATER TRUCK TRAIL
WA 985041000 PORT ANGELES WA 98363
(360) 452-5381
Structure Information 000 000 ----------------------
TYPE II ONE HOUR
ASSEMBLY <300 W/O STAGE
Construction Type . .
Occupancy Type
Permit . . . . .
Additional desc .
Permit p~n number
Permit Fee
Issue Date
Expirat~on Date
BUILDING PERMIT - COMMERCIAL
58289
148.75
8/19/05
2/15/06
Plan Check Fee
Valuation
96.69
5500
Qty Unit Charge Per
Extension
92.75
56.00
BASE FEE
4.00 14.0000 THOU BL-2001-25K (14 PER K)
Other Fees
STATE SURCHARGE
4.50
Fee summary Charged Pa~d Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 148.75 148.75 .00 .00
Plan Check Total 96.69 96.69 .00 .00
Other Fee Total 4.50 4.50 .00 .00
Grand Total 249.94 249.94 .00 .00
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Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements This permit becomes
null and void If work or construction authorized is not commenced within 180 days, If construction or work is suspended or abandoned
for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All prOVisions of
laws and ordinances governing thiS type of work Will be complied with whether specified herein or not. The granting of a permit does not
presu to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
con~tructi n
Signature of Owner (If owner is builder)
T \Pohcles\1102_15 bUlldmgpenml mspeclIon record05 wpd [1/4/2005]
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS
CALL 417-4807 FOR PUBLIC WORKS UTILITIES
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES I NO
FOUNDATION.
FOOTINGS
WALLS
FOUNDATION DRAINAGE 1 DOWN SPOUTS
PIERS
POST HOLES (POLE BLDGS )
PLUMBING
UNDER FLOOR 1 SLAB
ROUGH-IN
WATER LINE (METER TO BLDG)
GAS LINE
BACK FLOW 1 WATER
AIR SEAL
WALLS
CEILING I
FRAMING
JOISTS 1 GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS 1 ROOF 1 CEILING
DRYW ALL (INTERJOR BRACED PANEL ONLY)
T-BAR <R /Z""J / O~ ....rL "-
INSULATION
SLAB
WALL 1 FLOOR 1 CEILING I
MECHANICAL
HEATP~/FURNACE/DUCTS
GAS LINE
WOOD STOVE 1 PELLET 1 CHIMNEY
COMMERCIAL HOOD 1 DUCTS
MANUFACTURED HOMES
FOOTING 1 SLAB
BLOCKING & HOLD DOWNS
SKIRTING "
PLANNING DEPT SEPARATE PERMIT #'s SEPA
P ARKINGILIGHTING ESA
LANDSCAPING SHORELINE'
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRICAL - LIGHT DEPT 417-4735 ELECTRJCAL
LIGHT DEPT
CONSTRUCTION R W 1 PWI CONSTRUCTION - R W.
ENGINEERING 417-4807 PW 1 ENGINEERING
FIRE 417-4653 FIRE DEPT
PLANNING DEPT 417-4750 PLANNING DEPT ~/ l ./ }
BUILDING 417-4815 BUILDING ~P'? /"" CfCA- I--
"'- T.\Pohcles\1102_15 bUlldmgperrmt mspectlOn record05 wpd [1/4/2005]
BUILDING PERMIT - APPLICATION
Fill out COMPLETELY and in INK. Your application and site plan MUST BE
COMPLETE to be accepted for review. If you have any questions, call
PERMITS (360) 417-4815 FAX(360)417-4711
Apphcant or Agent. t+(J('-0- Q,(j(\ s+ru. c..:k~ ~l(\l Phone: .)lnO - L{:< d - ~ ~ ~ I
n '-
Owner: \JO'f\\f\~t -' t 6- r~D \ \ Q. <:'<2........- Phone:
()
Address: \-;)o~ 8. L(-,-u...r\.ct~J"-l6\0L Clty:P.l. AY\..0 (lJ)D.0> ZIp: CtK~tr.,~
II
ArchItect/Engmeer: oterI\. ('Y v [\Q.JJL~ \. L) rJ\. J.c..o Phone: J..f I r"") - 8'1 f) f)
Contractor ~o(' ~ C\C\'\l~! Au State License #:~.M-~l~p: ~1~/()1o Phone:4:")d-~:\ ~I
Address:Y~()\ 1t"\.1.dL flJ.. CIty: Dn'r+-0>II(\_~....oOj) ZIp: q~~~ 3
PROJECT ADDRESS: ~-V\~ e. L,r. ii r lA Jv/J.. f6\ucL \.JA ZONING:
LEGAL DESCRIPTION: Lot: Block: SubdIvIsIOn:
CLALLAM COUNTY PARCEL NUMBER:
Credit Card Holder Name:
Billing Address:
Credit Card Type VISA MC #
TYPE OF WORK:
o ResIdential 0 New Constr. 0 Re-roof
o Multi-family 0 Adilltion 0 Move
~ CommercIal 14 Remodel 0 DemohtlOn
o Reparr 0 SIgn
BRIEF DESCRIPTION OF THE PROJECT:
City:
Exp. Date:
o Stove
o Garage
o Deck
o Other
LOli.lOX-
SIZENALUATION:
SF. @ $ /SF. = $
SF @ $ /SF. = $
SF.@$ /SF.=$
TOTAL VALUATION $ ~SCY,) ,(X)
r. Q'_\ \ t' u< ~.., \~ t l-Lu-LO
I
COMMERCIALIRESIDENTIAL: Occupancy Group'
No. of Stones: Lot SlZe: Existmg Sq. Ft.
Total lot coverage %
Occupant Load'
& Proposed Sq Ft.
ConstmctlOn Type'
= TOTAL Sq. Ft.
ESAlW etland(s). 0 Yes 0 No SEP A Checklist requrred? 0 Yes 0 No Other:
APPRO V ALS:
PLAN:
BLDG:
DPWU:
FIRE:
OTHER:_
PLANNING USE ONLY:
VALUATION OF CONSTRUCTION' In all cases, a valuation amount must be entered by the apphcant. Tills figure will be revIewed
and may be revIsed by the Buildmg DIVISIon to comply wIth current fee schedules. Contact the Permit Coordmator at 417 -4815 for assIstance.
PLAN CHECK FEE- IF a plan check fee IS due It must be subrmtted at the time the bmldmg pernnt application and constmctlOn plans are
subnntted All other penmt fees are due at the tm1e of penmt Issuance
EXPIRATION OF PLAN REVIEW: Uno pernut IS Issued Wlthm 180 days of the date of apphcatlOn, the application will expire. The
Bmldmg OffiCIal can extend the trme for actlOn by the apphcant up to 180 days upon wntten request by the applicant (see SectlOn RI05.3.2
of the InternatlOnal Building/Resldentml Code, 2003). No appI1catlOn can be extended more than once.
I hereby certify that I have read and examined thiS application and know the same to be true and correct. I am authonzed to apply for thIS permit and
understand that it is my responsibility to determine what permtts are reqUire\! the Crry's, and that t must obtam such permits pnor to work
T \RVESSIBLDG-fo_bmcho=~o04-B""mgp="wpd Apphc,,"t. H 7 ~ ~'" ~ _ Date, WI'i !n'
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PREPARED 8/23/05, 12 05 14
CITY OF PORT ANGELES
ADDRESS
CONTRACTOR
OWNER
PARCEL
APPL NUMBER
INSPECTION" TICKET
INSPECTOR. JAMES L LIERLY
1502 E LAURIDSEN BLVD DAYCA
HOCH CONSTRUCTION
STATE OF WASHINGTON
06-30-14-1-2-0000-0000-
05-00000765 COMM REMODEL
(360) 452-5381
SUBDIV
PHONE
PHONE
PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
BLTB 01
~*
BUILDING T-BAR TIME 17 00
08/22/2005 04 05 PM PBARTHOL
RICK HOCH
BLD D PERMIT IN OFFICE
DAY CARE
PAGE
DATE
6
8/23/05
-------------------------------------- COMMENTS AND NOTES --------------------------------------
,.,
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CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT -I;3UILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number
Property Address
ASSESSOR PARCEL NUMBER:
Tenant nbr, name
Application description
Property Zoning . . .
Application valuation
03-00000032 Date
1502 E LAURIDSEN BLVD
0630142100000000
PENINSULA COLLEGE
COMM NEW CONST
2/11/03
2349000
Owner
Contractor
STATE OF WASHINGTON VISION BUILDERS INC.
GEN ADMIN 3705 CRITCHFIELD RD.
OLYMPIA WA 985041000 PORT ANGELES WA 98363
(360) 452-1186
Structure Information NEW STUDENT SERVICES BLDG/REROOF BLDG J -----
Construction Type TYPE V NON-RATED
Occupancy Type . . . .. ASSEMBLY <300 W/O STAGE
Other struct info. . .. NUMBER OF UNITS 1.00
10532.60
2/07/03
Plan Check Fee
Valuation
6319.56
2349000
t
~
(\J
Permit
Additional desc
Permit Fee
Issue Date
BUILDING PERMIT - COMMERCIAL
239.50 Plan Check Fee
2/07/03 Valuation
.00
o
~
~
~
~.
~
Qty Unit Charge Per
BASE FEE
Extension
10532.60
Permit
Additional desc
Permit Fee
Issue Date
MECHANICAL PERMIT
Qty Unit Charge Per
BASE FEE
Extension
239.50
Permit
Additional desc
Permit Fee
Issue Date
PLUMBING PERMIT
168.00
2/07/03
Plan Check Fee
Valuation
.00
o
Qty Unit Charge Per
BASE FEE
Extension
168.00
Other Fees STATE SURCHARGE 4.50
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 10940.10 10940.10 .00 .00
Plan Check Total 6319.56 6319.56 .00 .00
Other Fee Total 4.50 4.50 .00 .00
Grand Total 17264.16 17264.16 .00 .00
IrU
Laos O~Q~
Separate Permits are reqUired for electrical work, SEPA, Shoreline, ESA, utilities, private and public Improvements. ThiS permit becomes
null and void if work or construction authOrized is not commenced within 180 days, If construction or work is suspended or abandoned
for a period of 180 days after the work as commenced, or if required inspections have not been requested Within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances governing this type of work will be complied With whether specified herein or not. The granting of a permit does not
presume to give au orlty to violate or cancel the provisions of any state or local law regulating construction or the performance of
cons", ,
Sigfl'atr of Contra to
T \PLANNlNGlFORMS\1102 15 [4/2002]
Signature of Owner (if owner is bUilder)
Date
-.J
BillLDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,
INSULA TE OR CONCEAL ANY WORK BEFORE'INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
~
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO
FOUNDATION: p J 1'1 Jl1 'Y ~h"O 1'..1-~ -0', \J ./--J-
FOOTINGS PL;,.1..,..... ~FClO.,;~ '-~-Q(.LJ Ll.-
WALLS 3-s-:03 1M :3 -}7-O 3 R"'211''5~rJ...1. OIC- ~r
FOUNDA T10N DRAINAGE
ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT. #
ROUGH-IN
PLUMBING f I~ b(j -h.w1 :3 - 3tJ...al JeI..
UNDER FLOOR / SLAB
ROUGH-IN I ',(' -;J.J ,.Ii') ~ ~J, J..,
WATER LINE
GAS LINE
BACK FLOW / WATER
, AIR SEAL
WALLS IA 1- I I,., LI L'-
CEILING "' . I
FRAMING ~""1-o3 .f1'Q.117~ 1~.5v/~l - Of! Jj~J.
JOISTS / GIRDERS 1-C?--o, ~ra>>lIr.J~ 1kS. r ,.
, SHEAR WALL l\t-Jq-O~ . \, L. G( -0. 'J- -d3 '3 e.-1 "lAD_ Sf'"-'l ~ Kj 4-(7 J.l-..
WALLS / ROOF / CEILING (:1_AI ,..,"'2., j,,~. 3'AI .aOClr~ ol<- tc:VlYYO~ J.~
DRYWALL ' vU' 'I~~ 1~ 8r,e,JL- 17.tl-s, ~ 1.hclcknS
T-BAR r( ,L.
INSULATION '~/f//~ ~~I 'tj ~,.d r-/~r- .J l..L,)'it..
SLAB I~ Ie::? ;::"'dj,I4-\..'~'5 "t-ower ,J L L t)
WALL / FLOOR / CEILING , t'1.~ 1',' IJ "1, J. J....
MECHANICAL y()edum.tCcJ +;Ylw( 7/)0-01{ J.~
HEA T PUMP
WOOD STOVE / PELLET / CIDMNEY
HOOD / DUCTS
PW UTILITIES / SITE WORK (Engmeenng DIVISIon) SEPARATE PERMIT #'s
WATERLINE / METER
SEWER CONNECTION
SANITARY
STORM
PLANNING DEPT SEPARATE PERMIT #'s SEPA ~cA--L r/Hr1t-
PARKING/LIGHTING ESA- ;:-30-0</ A-ev
LANDSCAPING SHORELINE.
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRJCAL - LIGHT DEPT 417-4735 ELECTRJCAL ~~~ -ja
LIGHT DEPT
CONSTRUCTION R W / PW/ CONSTRUCTION - R W II I
ENGINEERING 417-4807 PW / ENGINEERING
FIRE 417-4653 FIRE DEPT
PLANNING DEPT 417-4750 PLANNING DEPT
BUILDING 417-4815 ~'2. -~,,-eJ./ .J ,T' BUILDING
.
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T IPLANNINGIFORMSll102 15 [4/2002]
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . INSPECTION REPORT . . . . . . . .
REQUEST:
Date :s --/4 -~
Time
Received by
!i?V
(phone, person)
Location of Work to be inspected
Name of person requesting inspection G" €...j
Address of person requesting inspection
Type of Inspection (circle appropriate one):
1507
l; L~rl-J<ev\
Phone No. '-I17-bSl{ l\
\-;::>'"":)
Permit No. .....:> c:::::.-
Sewer
Chimney Plumbing Final Sewer Excav. Other
INSPECTION NOTES:
Inspected: Date '3 -I" "'D 3
Remarks: P+t,"'-f'<- O.oNC.
Time 3~ Du ..-4"",^
~r-e-.,--,~ ~~~~~.
By ~~/
@~
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved 0 Gravel 0 Asphalt 0 PCC
o Other
o Repaired by City
o Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
~TRFFT ~I JPFRINTFNnFNT
tnA TFl
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . . . . . INSPECTION REPORT. . . . .
REQUEST:
Date ~-( 7-c)~ Time }:00/J/A.-A- Received by ~
(phone, person)
Location of Work to be inspected ISo 2 IL. 4..u~~
Name of person requesting inspection 6"vtn..6 CL/(,~i o..-v)
Address of person requesting inspection Phone No.
Type of Inspection (circle appropriate one): Permit No. ~z..
sewe~ounda~ Framing Chimney Plumbing Final Sewer Excav. Other
INSPECTION NOTES:
Inspected: 5-17---0>
Remarks: U~
1V5l
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: D Unimproved D Gravel D Asphalt D PCC
D Other
D Repaired by City
[] Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
D INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
/DATEI
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . .
REQUEST:
Date 0) /o110~ Time
Location of Work to be inspected J~ ? =~' t~ j
Name of person requesting inspection - _~ (.VI -. - . (- - J
Address of person requesting inspection _ Phone No.
Type of Inspection (circle appropriate one): Permit No.
sew~~'I).ming Chimney Plumbing Final Sewer Excav. Other
~ W"",(( /
INSPECTION""NOTES:
Inspected: Date ;)-S-o ~
Remarks: N{)7' ~~
erson)
3'L
C/
Time :J:,Sf',v\ By~~1
~/"'14"4 n/Z... ~Io(/~ rAt;- 'tf(104I~
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: D Unimproved D Gravel D Asphalt D PCC
D Other
D Repaired by City
o Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
D INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
IDATE)
\
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CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . . INSPECTION REPORT. . . . . .
/
REQUEST:
Date y -,-..) ~
Time 8 ~ b c) .4.-v1
Received by-r-x;
(phone, person)
Location of Work to be inspected i SD 2.. R, (-""1.x'"')<'~...-'
Name of person requesting inspection d"t~c;
Address of person requesting inspection
Type of Inspection (circle appropriate one):
-'StuLl
Phone No.
Permit No. .s z...
Chimney Plumbing Final Sewer Excav. Other
INSPECTION NOTES:
Inspected: Date Lf-,-o ~
Remarks: h~c.l;f. ~s
Time cr:~ 4.A---
By-(df
0LD
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: D Unimproved D Gravel D Asphalt D PCC
D Other
D Repaired by City
[] Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
(DATE)
..........
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . INSPECTION REPORT. . . . . .
/
REQUEST:
Date I..{- ZS'- <J 3
Time 9:C:U4,^","-
Received by-g6;
(phone, person)
Location of Work to be inspected /')'0 z.. It. LMtJ.oJ'l..I~~-v
Name of person requesting inspection
Address of person requesting inspection Phone No.
Type of Inspection (circle appropriate one): Permit No. 3z......
Sewer oundation Framing Chimney Plumbing Final Sewer Excav. Other
INSPECTION NOTES:
Inspected: Date 4 -21--03
Remarks: ~~...AIJk~-.J""~ 1"/-1'
~r7".tA~ ""'''''<& A ~ v44"l ~
PUAJ~'f5 & 1M. Ac.JLS<~ ~ ~41L
Time )2:3 or'~
~<.~}~l::. ~ .....,"-<- DK
)
~-J ~ -;:ft ~ {.."a_ S
pu -.s; 1t.
By ~>' ~ ...dC<.<
~ c.-J. /1./141 G/-./t; ~-'
~
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: D Unimproved DGravel D Asphalt D PCC
o Other
D Repaired by City
o Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
IDA TEl
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . INSPECTION REPORT. . . . . .
/
REQUEST:
Date I{- .~o-o~
Time ~ ~ 3D }A,.;..
Received by -;::('C:aI!Y:~
(phone, person)
Location of Work to be inspected IroZ- k. lAlJI1.l~~ ~w6
Name of person requesting inspection G'AAIl
Address of person requesting inspection Phone No.
Type of Inspection (circle appropriate one): Permit No. :3 2...
Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Other
INSPECTION NOTES:
Inspected: Date S -( - 0:1-
Remarks: f~/~~ ~~-'Nl_t
.) -f ~f1
at('Kv...,- ,.,/l ~ / P l.tt"1'<. fA/J.
Time
Q"-' ~
II-t4 ~
~MJ"l. i>f
,...J4(4Sk~_
~n
RESTORATION REQUIRED . . . . .. YES NO
"
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved 0 Gravel 0 Asphalt 0 PCC
o Other
o Repaired by City
[] Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
IDA TEl
........-
.,
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . INSPECTION REPORT. . . . . . .
/
REQUEST:
Date 5" -1'03>
Time C1.l>u A..A-
Received by ~<5"~~
(phone, person)
Location of Work to be inspected /)02- If. lA,;4,IJJI.A/ 11tJ:iJ,
Name of person requesting inspection 6:..A4 If
Address of person requesting inspection Phone No.
Type of Inspection (circle appropriate one): Permit No. (~2-
Sewer Foundation ~ Chimney Plumbing Final Sewer Excav. Other
~/6N.S'1t.
INSPECTION NOTES:
Inspected: Date :)"-z.-lr3>
Remarks: .~~AP~I;v1f ,iN W~
)//jt)l "f;/).-.J4'{., S~5 ~~~
@)
Time ""-"/+1-. BV--z5r.1.A/
~d'i. M-r Cb....../i4-t'( A---? ~""VC <:'J~ U/~Z'h^,
..v.> r
I ,f/VjI!A.(....w') otI\J Ii. ~'?" ~ ~ ~lco'l.
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved 0 Gravel 0 Asphalt 0 PCC
o Other
o Repaired by City
o Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
IDA TEl
CITY OF PORT ANGELES . /
DEPARTMENT OF PUBLIC WORKS
. . . . . . . . . . . INSPECTION REPORT . . . . . . . .
REQUEST:
Date s-;: -07, Time ftlJ-,Iv'V\ Received bY~iodt(~(, (phone, person)
Location of Work to be inspected /Sl;2 It. ~~....'o~ t3 Lv'.(}
Name of person requesting inspection 6'^..({,
Address of person requesting inspection Phone No.
Type of Inspection (circle appropriate one): Permit No. ...3?
Sewer Foundation ~ Chimney Plumbing Final Sewer Excav. Other
St"'2A"'.s/~I/<..c-~
INSPECTION NOTES: .. / ;J
Inspected: Date .5"'-S--03 Time '6. IS' A-- By~Asz11>
Remarks: .~4~$ tJAJ Z~ h~ W"'H S;~, ::L"iSY~ :? 'IA~~<J o.-\J ,PlANS".
.51AJ "S- A ,v. w. U~ ~ ~VIUd(.....Jt;, (/(jUt" ,e'ofl4<Iv J
0- ~N w~
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: D Unimproved D Gravel 0 Asphalt 0 PCC
o Other
D Repaired by City
[] Repaired by Permittee
CI No Damage Found
Work Order #
o COMPLETE
D INCOMPLETE
~
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
IDA TEl
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . INSPECTION REPORT. . . . . .
/
REQUEST:
Date 5 ,!l- ()3
Time ~i>\)A~
Received by -;:?;{J1c~(
(phone, person)
Location of Work to be inspected ;z:;-o 2. /7 t iAr,yZf/'\SvJ
Name of person requesting inspection
Address of person requesting inspection
Type of Inspection (circle appropriate one):
Sewer Foundation ~ Chimney Plumbing Final Sewer Excav. Other
>4/1..A-liJl.r-( f S.w .
INSPECTION NOTES:
Inspected: Date S -3- o~
Remarks:
{}
Phone No.
Permit No.
SZ-
Time 8:0<"') 4~
fico -z. tp../><<~ s;...o'''L )
6!5 0.ff144C
, $w tts- Ar N. W.
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC
o Other
o Repaired by City
[] Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
IDA TEl
CITY OF PORT ANGELES
l<
DEPARTMENT OF PUBLIC WORKS
. . . . . . . INSPECTION REPORT. . . . . .
)
REQUEST:
Date 5 -<;'-o?
Time 9;00-4"4
Received by U t.XJt:<-<..
(phone, person)
Location of Work to be inspected I ~') 2.- Ii.. i~<j/LI ilS~vJ
Name of person requesting inspection
Address of person requesting inspection
Type of Inspection (circle appropriate one):
Sewer Foundation ~ Chimney Plumbing Final Sewer Excav. Other
yW .1 fld/J/Jw',J
Phone No.
Permit No. ;5 '2-
INSPECTION NOTES:
Inspected: Date S-- -6~o~ Time 8:ob 4~ By ~ G .v4C.t:.("
Remarks: S;Wr "-:5 1...J~)?~C7~ 10-M"",S ,~Lc'ci:-{_vd A-r '~. rV7') !-I(JL./)(}~f
7)/~ -I M.4.1/...t-<e. f)....J /[-4.....5 (I?:I HnC1~ Q<'UL.-yJ
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: D Unimproved D Gravel 0 Asphalt D PCC
o Other
D Repaired by City
[] Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
D INCOMPLETE
(Continue on reverse side if necessary)
~TRI=I=T ~IIPI=RINTI=NnI=NT
InA TEl
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . . INSPECTION REPORT. . . . . .
/
REQUEST:
Date S ---6--0'3
Time {:~)A~
Received by ~~~"-C
(phone, person)
Location of Work to be inspected )S{f2.... I'~- L--4<..1'll'j~.{~
Name of person requesting inspection
Address of person requesting inspection Phone No.
Type of Inspection (circle appropriate one): Permit No. 3. 7
Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Other
By ~c( utJC;~
b/\J S/f.<4-t.. '^-'*-'- r- (J.-0 Ii 45~ wu'.) <{.
Cu'7"V-vL /U...4-<L<~C ().~ ~ w if'-(
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved 0 Gravel 0 Asphalt 0 PCC
o Other
o Repaired by City
o Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
/DATEI
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . INSPECTION REPORT. . . . . .
<
REQUEST:
Date S--1)-u~
Time "-/(;s" f?"^,,,
Received b~ ~uOc;'i L
(phone, person)
Location of Work to be inspected 1)07- k (4LYZI':JS'-(...... ~ <. vb
Name of person requesting inspection ~12~ G
Address of person requesting inspection Phone No.
Type of Inspection (circle appropriate one): Permit No. 3 Z
Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Other
INSPECTION NOTES:
Inspected: Date -s -/6 -0<" Time /cJ! 3D ~
Remarks: 5H~ ~ fOl,L f~ o,.,J 2--~ ,c( ~~
--( $1 ,{ ({AJ (t.v J
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: D Unimproved D Gravel D Asphalt D PCC
D Other
D Repaired by City
o Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
D INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
IDA TEl
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . INSPECTION REPORT. . . . . .
REQUEST:
Date ..5-2%-03.
Time 9~ou /.ivV'
Received by -/r:;XJ 6<-(:,
(phone, person)
Location of Work to be inspected l'S"r) ';?_ 4 . t+u~'~"..-./
Name of person requesting inspection (;' Mt; - Ult~(~/I..J
Address of person requesting inspection Phone No.
Type of Inspection (circle appropriate one): Permit No. 3 z....
Sewer Foundation ~~ Chimney Plumbing Final Sewer Excav. Other
S#,(vY-~
INSPECTION NOTES:
Inspected: Date )-1_:1 -o~
Remarks: 14/L~f1L ~.t.-J. /J/"5"~-r;v.-J
~.)4.- ;(p .4U4:) v-> Cov4A.. !
-1A4.-t ~
Time 10.00 AvV" By 7 ~oc~<:...
/J~ ~ P~. 5/~S 6L Ad'(~/"""~ 5:'-s.Co--<J
AJ ,tV).... .t! ~
IL~t/--t"V'..J~ ~ C'1'"",l!.sOo~ 15"~~.""
~ ~ (f'f)._u'\A" 2l- ~ ~t.:,(J1I- ~ijr~(., ~"-'l
~S)
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: D Unimproved D Gravel D Asphalt D PCC
D Other
D Repaired by City
o Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
D INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
IDA TEl
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . INSPECTION REPORT. . . . . .
/)
REQUEST:
Date 'i-7-c!) 'J
Time /0 io()~
Received bY~7' 6'~tr.c.( (phone, person)
Location of Work to be inspected 1')0 t. h. ~""""J~ "s,Lc.I.D. - ~u.L~~
Name of person requesting inspection a~ 6
Address of person requesting inspection Phone No.
Type of Inspection (circle appropriate one): Permit No. "3 2-
Sewer Foundation C~Chimney Plumbing Final Sewer Excav. Other
INSPECTION NOT~1l
Inspected: Date >
Remarks:
~
Time~BY
~
)
~~
^
RESTORATION REQUiRED...... YEsJA
NO
StAA\
C~I(. ~ $"0 vA C~,.J
~ JU~1"';
~e-~
h ('cJ~ ()u"'f WtJ-(oAJ-- ~J.a.
~6(""~C(t./ (
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved DGravel o Asphalt OPCC
o Other
D Repaired by City
D Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
(DATE)
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . INSPECTION REPORT . . . . . .
REQUEST:
Date 8.:r/-o3
Time /0 :cMA--..
Received bY~ ~C1 "'..c.
(phone, person)
Location of Work to be inspected lSD2- Ii. L~V'f,c~
Name of person requesting inspection ~G
Address of person requesting inspection 5'.4.-.. AS rAlJDcJ"- Phone No. Y6(- 3)'9 ~
Type of Inspection (circle appropriate one): Permit No. 32.-
Sewer Foundation ~Chimney Plumbing Final Sewer Excav. Other
~""'~ ~) ~?'H<. ~f/;hJk<f.t. L~VAC)
INSPECTION NOTES:
Inspected: Date g-g '03 Time 2: ~ofJ~ By ~ C;;.(J4-(.
Remarks: INS~~ ~'l.........._~:J 1/t/14~ 0""; r,'1.'",.( ~ -&c.1J..-JO ~r k Ac.7f..,
FJr aVI(.A....,~ ~.Jdc.'J- A""'" ~ AUIe.iJ-< .It..-c) CA~~ ~k;o ~--l._
, WJ,{-f'" /;V1;J~5 !.!; z'" ~ . $"~IIJt( '.{J ~ ~ ~~b14 ~.N
1.4....v5 ~... ~~
RESTORATION REQUIRED . . . . .. YES NO
3/~ t- 1 J;vf/~~~~ ~a~~~.
SURFACE RESTORATION:
SURFACE TYPE: D Unimproved DGravel D Asphalt D PCC
D Other
D Repaired by City
D Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
D INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
(DATE)
CITY OF PORT ANGELES -/
DEPARTMENT OF PUBLIC WORKS
. . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . .
REQUEST~
Date t'. JJ.t . <> 'l, I Time ,..-FM
Location r::::::~e ~specte~ tlel~d..
Name of person requesting inspection
Address of person requesting inspection
Type of Inspection (circle appropriate one):
Sewer Foundation Framing Chimney
--
Received by j _.
-
~pho~person)
E
I-WIll 0 <;; e.J
'g/ V I)
:::;: N~~~~
Plumbing Final Sewer Excav. Other I"
INSPECTION NOTES:) ~
Inspected: Date S' \ l(
Remarks: I
Time-f f11
1\Q
BY_~
RESTORATION REQUIRED . . . . .. YES NO
r~0\~\e ~ V\l;f~ ~14bL0L
~ tt;uo 8\eA-il- CIk6ud-<L j 0 \t-
p~,,~ 1 X~f'
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved o Gravel o Asphalt OPCC
o Other
o Repaired by City
D Repaired by Permittee
D No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
(DATE)
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . .
REQUEST:
Date 8-/e-o~
~
Time
Received by
~(/
ePersonl
Location of Work to be inspected
Name of person requesting inspection
Address of person requesting inspection
Type of Inspection (circle ap riate one):
Sewer Foundation Framing Chimney
/0 0 9-
0v~d
J.CA.-v r; J ~~
Phone No. '7/7 - 6sl/,'I
Permit No. g 9--
Plumbing Final Sewer Excav. Other .1'1 S'v la_ it d V1
INSPECTION NOTE~
Inspected: Date y a ~ Time
Remarks: [:lIS
pfl1
By
JI,
RESTORATION REQUIRED . . . . .. YE
NO
:?6JJ ~
C, he~ w~tLs 1J-t7 Wf
ox.)
'4- l.U('~ it ~l .... ~Vwf (Of'H ~
fJ ~r1- /;..)
~tJtsh d?us.; I j;"0 I po I;
z YfJtevt.- ~;bf/I-.
~
SURFACE RESTORATION:
SURFACE TYPE: D Unimproved DGravel DAsphalt OPCC
o Other
D Repaired by City
o Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
D INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
(DATE)
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . .
REQUEST:
Date ~ -/& -O~
v
Time
Received by
A/
(phone, person)
Location of Work to be inspected / S oz 1'":
Name of person requesting inspection <Dr-€.3
Address of person requesting inspection Phone No. ~ 7 ~S~
Type of Inspection (circle ropriate one): Permit No. ..3 2-
Sewer Found tion Framing himney Plumbing Final Sewer Excav. Other
J ...~o.. ;;;~eo..r-
lee! W~J t
INSPECTI OTES:
Inspected: Date ----w 17/ 115
Remarks:
L~,'Js.€L1.
Time~
Pf
By
J~L
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: D Unimproved 0 Gravel 0 Asphalt 0 PCC
o Other
D Repaired by City
o Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
(DATE)
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . .
REQUEST:
Date ~""2.~-03
Time
Received by
12l/
(phone, person)
Location of Work to be inspected
Name of person requesting inspection
Address of person requesting inspection
Type of Inspection (circle appropriate one):
Sewer Foundation Framing Chimn Plumbing inal Sewer Excav. Other
~~'^-
INSPECTION NOTES; Joq ,.3 J:::;: ·
Inspected: Date \ f) Time ---:0711
Remarks: -y
ISDG e- ~lJ~etA.
J6kV\- S~/
Phone No. ijbl-641SS-
Permit No. 's 2....
5C
By
RESTORATION REQUIRED . . . . .. YES
Co..-t\ !, ~'^'~ ~6.r
'r 0 (A.. +ke-r<-"
NO
h, \)' V\.l. to V"i' Q. e 1-
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC
o Other
o Repaired by City
D Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
(DATE)
~ -'d
~ ~
~~ s~ ~
.(/ "\ e, ~
~/ ~ ~~
~
y "(
q ~
><~~
/\S'
60/
~~
~h'
V(~a
\
,j
~
~
~
~
Is-a 9-
}..cu.; r\ d..s ~
~.
PREPARED 9/02/03, 9 49 31
CITY OF PORT ANGELES
ADDRESS
TENANT, NBR
CONTRACTOR
OWNER
PARCEL
APPL NUMBER
INSPECTION TICKET
INSPECTOR JAMES L LIERLY
PAGE
DATE
2
9/02/03
1502 E LAURIDSEN BLVD BLDG
PENINSULA COLLEGE
VISION BUILDERS INC
STATE OF WASHINGTON
06-30-14-2-1-0000-0000-
03-00000032 COMM NEW CONST
PHONE
PHONE
(360) 452-1186
BUILDING SHEARWALL TIME 17 00
shear wall ok to cover 1n south port1on of bU11d1ng f1n1sh
one more shear wall on f1rst floor and recall/J1m
BUILDING FRAMING HOLD DOWNS
2 wall hold down 1nspect1ons
Greg V1s1on bU11ders 417-6549
~LL BUILDING SHEARWALL
3 exter10r shear walls & 2 1nter1or shear walls
Greg V1S1on bU1lders 417-6549
--------------------- -'-- ----------- COMMENTS AND NOTES -----------------------------_________
TYP/SQ
REQUESTED
COMPLETED
BLI
8/19/03
8/19/03
02
BL3
8/19/03
8/19/03
8/19/03
8/21/03
8/19/03
8/19/03
03
BL9
10
BL9
09
BLHD 01
9/02/03
BL9
9/02/03
11
SUBDIV
INSP
RESULT
DESCRIPTION
RESULTS/COMMENTS
JLL
DA
BUILDING INSULATION TIME 17 00
part1al 1nspect1on made north east port1on of bU11d1ng ok to
sheet rock/] 1m
BUILDING FRAMING
JLL
AP
JLL
AP
JLL
DA
TIME
17 00
BUILDING SHEARWALL
TIME
17 00
JLL
r3i~
l
d
z
PREPARED 9/25/03, 12:39 32
CITY OF PORT ANGELES
INSPECTION TICKET
INSPECTOR JAMES L LIERLY
PAGE
DATE
2
9/25/03
------------------------------------------------------------------------------------------------
ADDRESS
TENANT, NBR
CONTRACTOR
OWNER
PARCEL _
APPL NUMBER
1502 E LAURIDSEN BLVD BLDG
PENINSULA COLLEGE
VISION BUILDERS INC
STATE OF WASHINGTON
06-30-14-2-1-0000-0000-
03-00000032 COMM NEW CONST
SUBDIV
(360) 452-1186
PHONE
PHONE
TYP/SQ
------------------------------------------------------------------------------------------------
DESCRIPTION
RESULTS/COMMENTS
REQUESTED
COMPLETED
INSP
RESULT
------------------------------------------------------------------------------------------------
BLI 02
BL3 03
BL9 10
BL9 09
BLHD 01
BL9 11
BL3 04
8/19/03
8/19/03
8/19/03
8/19/03
8/19/03
8/21/03
8/19/03
8/19/03
9/02/03
9/02/03
9/02/03
9/02/03
9/25/03
JLL
DA
JLL
AP
JLL
AP
JLL
DA
JLL
AP
JLL
AP
/iLL
l/Yif
BUILDING INSULATION TIME 17 00
part1al 1nspect1on made north east port1on of bU1ld1ng ok to
sheet rock/] 1m
BUILDING FRAMING TIME- 17 00
BUILDING SHEARWALL
TIME 17 00
BUILDING SHEARWALL TIME 17-00
shear wall ok to cover 1n south port1on of bU1ld1ng f1n1sh
one more shear wall on f1rst floor and recall/]lm
BUILDING FRAMING HOLD DOWNS
2 wall hold down 1nspect1ons
Greg V1s1on bU1lders 417-6549
BUILDING SHEARWALL
3 exter10r shear walls & 2 1nter1or shear walls
Greg V1s1on bU1lders 417-6549
BUILDING FRAMING
Wants fram1ng f1nal to start 1nsulat1on and sheetrock cover
Greg 461-3992
-------------------------------------- COMMENTS AND NOTES -------------------------_____________
(k-SOV\-aL Ie
~
~tuPl.o3
~
PREPARED 9/26/03. 12,41 52
CITY OF PORT ANGELES
INSPECTION TICKET
INSPECTOR JAMES L LIERLY
PAGE
DATE
2
9/26/03
------------------------------------------------------------------------------------------------
ADDRESS
TENANT, NBR
CONTRACTOR
OWNER
PARCEL
APPL NUMBER
1502 E LAURIDSEN BLVD BLDG
PENINSULA COLLEGE
VISION BUILDERS INC
STATE OF WASHINGTON
06-30-14-2-1-0000-0000-
03-00000032 COMM NEW CONST
SUBDIV,
PHONE (360) 452-1186
PHONE
TYP/SQ
------------------------------------------------------------------------------------------------
DESCRIPTION
RESULTS/COMMENTS
REQUESTED
COMPLETED
INSP
RESULT
------------------------------------------------------------------------------------------------
BLI 02
BL3 03
BL9 10
BL9 09
BLHD 01
BL9 11
BL3 04
BL3 05
8/19/03
8/19/03
8/19/03
8/19/03
8/19/03
8/21/03
8/19/03
8/19/03
9/02/03
9/02/03
9/02/03
9/02/03
9/25/03
9/25/03
9/26/03
JLL
DA
JLL
AP
JLL
AP
JLL
DA
JLL
AP
JLL
AP
JLL
CA
JLL
BUILDING INSULATION TIME 17 00
part~al ~nspect~on made north east port~on of bu~ld~ng ok to
sheet rock/) ~m
BUILDING FRAMING TIME 17.00
BUILDING SHEARWALL
TIME 17,00
BUILDING SHEARWALL TIME 17 00
shear wall ok to cover ~n south port~on of bu~ld~ng f~n~sh
one more shear wall on f~rst floor and recall/J~m
BUILDING FRAMING HOLD DOWNS
2 wall hold down ~nspect~ons
Greg V~s~on bu~lders 417-6549
BUILDING SHEARWALL
3 exter~or shear walls & 2 ~nter~or shear walls
Greg V~s~on bu~lders 417-6549
BUILDING FRAMING
Wants fram~ng f~nal to start ~nsulat~on and sheetrock cover
Greg 461-3992
BUILDING FRAMING TIME 17 00
-------------------------------------- COMMENTS AND NOTES --------------------__________________
c
b~W
/
r~~
fb~0~
AiVL
l-~
~; c;-
~(
PREPARED 10/02/03, 12 47 24
CITY OF PORT ANGELES
ADDRESS
TENANT, NBR.
CONTRACTOR
OWNER
PARCEL
APPL NUMBER:
TYP/SQ
BLI 02
BL3 03
BL9 10
BL9 09
BLHD 01
BL9 11
BL3 04
BAIR 01
BLHD 02
BL3 05
BL3 06
INSPECTION TICKET
INSPECTOR JAMES L LIERLY
PAGE
DATE
2
10/02/03
INSP
RESULT
JLL
DA
JLL
AP
JLL
AP
JLL
DA
JLL
AP
JLL
AP
JLL
CA
JLL
AP
JLL
AP
JLL
AP
~
1502 E LAURIDSEN BLVD BLDG
PENINSULA COLLEGE
VISION BUILDERS INC
STATE OF WASHINGTON
06-30-14-2-1-0000-0000-
03-00000032 COMM NEW CONST
SUBDIV.
PHONE
PHONE
(360) 452-1186
DESCRIPTION
RESULTS/COMMENTS
BUILDING INSULATION TIME 17 00
part1al 1nspect1on made north east port1on of bU1ld1ng ok to
sheet rocklJ 1m
BUILDING FRAMING TIME. 17 00
BUILDING SHEARWALL
TIME. 17.00
REQUESTED
COMPLETED
8/19/03
8/19/03
8/19/03
8/19/03
8/19/03
8/21/03
8/19/03
8/19/03
9/02/03
9/02/03
9/02/03
9/02/03
9/25/03
9/25/03
9/26/03
9/26/03
9/26/03
9/26/03
9/26/03
9/26/03
10/02/03
BUILDING SHEARWALL TIME: 17:00
shear wall ok to cover 1n south port1on of bU1ld1ng f1n1sh
one more shear wall on f1rst floor and recall/J1m
BUILDING FRAMING HOLD DOWNS
2 wall hold down 1nspect1ons
Greg V1s1on bU1lders 417-6549
BUILDING SHEAR WALL
3 exter10r shear walls & 2 1nter1or shear walls
Greg V1s1on bU1lders 417-6549
BUILDING FRAMING
Wants fram1ng f1nal to start 1nsulat1on and sheetrock cover
Greg 461-3992
BUILDING AIR SEAL
BUILDING FRAMING HOLD DOWNS
last shear wall des1gn on west wall to f1n1sh part1al
also looked and ver1f1ed br1ck t1e's for common wall
arealJ 1m
BUILDING FRAMING TIME 17 00
BUILDING FRAMING
3rd floor fram1ng
Greg 461-3992 Thur 2nd Oct
-------------------------------------- COMMENTS AND NOTES ------------------------------------__
PREPARED 10/13/03, 12,15,20
CITY OF PORT ANGELES
ADDRESS
TENANT, NBR
CONTRACTOR
OWNER
PARCEL
APPL NUMBER.
INSPECTION TICKET
INSPECTOR JAMES L LIERLY
PAGE
DATE
2
10/13/03
1502 E LAURIDSEN BLVD BLDG
PENINSULA COLLEGE
VISION BUILDERS INC
STATE OF WASHINGTON
06-30-14-2-1-0000-0000-
03-00000032 COMM NEW CONST
PHONE
PHONE
(360) 452-1186
TYP/SQ
REQUESTED
COMPLETED
INSP
RESULT
------------------------------------------------------------------------------------------------
DESCRIPTION
RESULTS/COMMENTS
BLI 02 8/19/03 JLL
8/19/03 DA
BL3 03 8/19/03 JLL
8/19/03 AP
BL9 10 8/19/03 JLL
8/21/03 AP
BL9 09 8/19/03 JLL
8/19/03 DA
BLHD 01 9/02/03 JLL
9/02/03 AP
BL9 11 9/02/03 JLL
9/02/03 AP
BL3 04 9/25/03 JLL
9/25/03 CA
BAIR 01 9/26/03 JLL
9/26/03 AP
BLHD 02 9/26/03 JLL
9/26/03 AP
BL3 05 9/26/03 JLL
9/26/03 AP
BL3 06 10/02/03 JLL
10/02/03 AP
BLI
10/13/03
03
SUBDIV
BUILDING INSULATION TIME 17 00
part1al 1nspect1on made north east port1on of bU1ld1ng ok to
sheet rock/J1m
BUILDING FRAMING TIME. 17 00
BUILDING SHEARWALL
TIME 17 00
BUILDING SHEARWALL TIME. 17 00
shear wall ok to cover 1n south port1on of bU1ld1ng f1n1sh
one more shear wall on f1rst floor and recall/J1m
BUILDING FRAMING HOLD DOWNS
2 wall hold down 1nspect1ons
Greg V1S1on bU1lders 417-6549
BUILDING SHEARWALL
3 exter10r shear walls & 2 1nter1or shear walls
Greg V1S1on bU1lders 417-6549
BUILDING FRAMING
Wants fram1ng f1nal to start 1nsulat1on and sheetrock cover
Greg 461-3992
BUILDING AIR SEAL
BUILDING FRAMING HOLD DOWNS
last shear wall des1gn on west wall to f1n1sh part1al
also looked and ver1f1ed br1ck t1e's for common wall
area/J1m
BUILDING FRAMING TIME 17 00
~
~'J ~
-------------------------------------- COMMENTS
BUILDING FRAMING
3rd flbor fram1ng
Greg 461-3992 Thur 2nd Oct
BUILDING INSULATION TIME
3rd. floor 1nsulat1on
Greg 461-3992
17.00
AND NOTES --------------------------____________
PREPARED 12/01/03, 12 28 25
CITY OF PORT ANGELES
INSPECTION TICKET
INSPECTOR ROGER VESS
PAGE
DATE
8
12/01/03
------------------------------------------------------------------------------------------------
ADDRESS
TENANT, NBR
CONTRACTOR
OWNER
PARCEL
APPL NUMBER
1502 E LAURIDSEN BLVD BLDG
PENINSULA COLLEGE
VISION BUILDERS INC
STATE OF WASHINGTON
06-30-14-2-1-0000-0000-
03-00000032 COMM NEW CONST
SUBDIV
(360) 452-1186
PHONE
PHONE
TYP/SQ
------------------------------------------------------------------------------------------------
DESCRIPTION
RESULTS/COMMENTS
REQUESTED
COMPLETED
INSP
RESULT
------------------------------------------------------------------------------------------------
BLI 02
BL3 03
BL9 10
BL9 09
BLHD 01
BL9 11
BL3 04
BAIR 01
BLHD 02
BL3 05
BL3 06
BLI 03
BL3 07
8/19/03
8/19/03
8/19/03
8/19/03
8/19/03
8/21/03
8/19/03
8/19/03
9/02/03
9/02/03
9/02/03
9/02/03
9/25/03
9/25/03
9/26/03
9/26/03
9/26/03
9/26/03
9/26/03
9/26/03
10/02/03
10/02/03
10/13/03
10/13/03
12/01/03
JLL
DA
JLL
AP
JLL
AP
JLL
DA
JLL
AP
JLL
AP
JLL
CA
JLL
AP
JLL
AP
JLL
AP
JLL
AP
JLL
AP
~
BUILDING INSULATION TIME 17 00
part1al 1nspect1on made north east port1on of bU1ld1ng ok to
sheet rock/]1m
BUILDING FRAMING TIME. 17 00
BUILDING SHEARWALL
TIME 17:00
BUILDING SHEARWALL TIME 17 00
shear wall ok to cover 1n south port1on of bU1ld1ng f1n1sh
one more shear wall on f1rst floor and recall/]1m
BUILDING FRAMING HOLD DOWNS
2 wall hold down 1nspect1ons
Greg V1S1on bU1lders 417-6549
BUILDING SHEAR WALL
3 exter10r shear walls & 2 1nter1or shear walls
Greg V1S1on bU1lders 417-6549
BUILDING FRAMING
Wants fram1ng f1nal to start 1nsulat1on and sheetrock cover
Greg 461-3992
BUILDING AIR SEAL
BUILDING FRAMING HOLD DOWNS
last shear wall des1gn on west wall to f1n1sh part1al
also looked and ver1f1ed br1ck t1e's for common wall
arealJ 1m
BUILDING FRAMING TIME 17.00
BUILDING FRAMING
3rd floor fram1ng
Greg 461-3992 Thur. 2nd Oct
BUILDING INSULATION TIME 17 00
3rd floor 1nsulat1on
Greg 461-3992
BUILDING FRAMING
Framlng tower
Greg 417-6549
-------------------------------------- COMMENTS AND NOTES ---------------------_________________
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . .
REOUEST: ,,~ l oL/
Date oJ 2.. 3D 0 T
Time
Received by
Qv
(phone, person)
Location of Work to be inspected /5 Dc C- J-ce-U-f',) d.<.-e V\...
Name of person requesting inspection C~ r:..s
Address of person requesting inspection
Type of Inspection (circle appropriate one):
Phone No. '76/ - _ < 992..
Permit No. ~ 2-
Sewer Foundation Framing Chimney
foOf.~ oIV~ 9:r
.:pll'~i-~
INSPECTION NOT~S:
Inspected: Date 1l 'L 1 (:) L (
Remarks:
Plumbing Final Sewer Excav. Other
Time
~ """--
BY~
f>.?
RESTORATION REQUIRED . . . . .. YES NO
We-& Cj :OOAM
t=tz-\~
tY-~(,,~ ~t4- [ } eJ k lz
::4.t ~tJ-~o U ~
-
r-t> ,L..
~: OC>~~
Cf:-
~
~ O~ .}'
{-\j
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved DGravel 0 Asphalt 0 PCC
o Other
o Repaired by City
o Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
(DATE)
PREPARED 1/02/04, 12 50 45
CITY OF PORT ANGELES
ADDRESS
TENANT, NBR
CONTRACTOR
OWNER
PARCEL
APPL NUMBER
INSPECTION TICKET
INSPECTOR JAMES L LIERLY
PAGE
DATE
2
1/02/04
1502 E LAURIDSEN BLVD BLDG
PENINSULA COLLEGE
VISION BUILDERS INC
STATE OF WASHINGTON
06-30-14-2-1-0000-0000-
03-00000032 COMM NEW CONST
PHONE
PHONE
(360) 452-1186
BUILDING FRAMING
3rd floor fram1ng
Greg 461-3992 Thur 2nd Oct
BUILDING INSULATION TIME 17 00
3rd floor 1nsulat1on
Greg 461-3992
1/02/04 ~LL BUILDING FOUNDATION FOOTING
~ Foot1ng & pl1nth 9am
\,- Greg 461-3992
-----------------------~ ------------- COMMENTS AND NOTES ----------------------------------____
TYP/SQ
REQUESTED
COMPLETED
INSP
RESULT
BLI 02 8/19/03 JLL
8/19/03 DA
BL3 03 8/19/03 JLL
8/19/03 AP
BL9 10 8/19/03 JLL
8/21/03 AP
BL9 09 8/19/03 JLL
8/19/03 DA
BLHD 01 9/02/03 JLL
9/02/03 AP
BL9 11 9/02/03 JLL
9/02/03 AP
BL3 04 9/25/03 JLL
9/25/03 CA
BAIR 01 9/26/03 JLL
9/26/03 AP
BLHD 02 9/26/03 JLL
9/26/03 AP
BL3
9/26/03
9/26/03
10/02/03
10/02/03
JLL
AP
JLL
AP
05
BL3
06
BLI
03
10/13/03
10/13/03
JLL
AP
BL1
02
SUBDIV
DESCRIPTION
RESULTS/COMMENTS
BUILDING INSULATION TIME 17.00
part1al 1nspect1on made north east port1on of bU11d1ng ok to
sheet rock/) 1m
BUILDING FRAMING TIME 17 00
BUILDING SHEARWALL
TIME 17 00
BUILDING SHEARWALL TIME 17 00
shear wall ok to cover 1n south port1on of bU11dlng flnlsh
one more shear wall on flrst floor and recall/]lm
BUILDING FRAMING HOLD DOWNS
2 wall hold down lnspectlons
Greg V1Slon bUllders 417-6549
BUILDING SHEARWALL
3 exter~or shear walls & 2 lnterlor shear walls
Greg V1Slon bUllders 417-6549
BUILDING FRAMING
Wants framlng flnal to start lnsulatlon and sheetrock cover
Greg 461-3992
BUILDING AIR SEAL
BUILDING FRAMING HOLD DOWNS
last shear wall deslgn on west
also looked and verlfled br1ck
area/) 1m
BUILDING FRAMING
wall to flnlsh partlal
tle's for common wall
TIME
17 00
TIME
17 00
~
PREPARED 1/22/04, 12.16 53
CITY OF PORT ANGELES
------------------------------------------------------------------------------------------------
(360) 452-1186
ADDRESS
TENANT, NBR
CONTRACTOR
OWNER
PARCEL
APPL NUMBER
INSPECTION TICKET
INSPECTOR JAMES L LIERLY
PAGE
DATE
2
1/22/04
1502 E LAURIDSEN BLVD BLDG
PENINSULA COLLEGE
VISION BUILDERS INC
STATE OF WASHINGTON
06-30-14-2-1-0000-0000-
03-00000032 COMM NEW CONST
PHONE
PHONE
SUBDIV
TYP/SQ
REQUESTED
COMPLETED
INSP
RESULT
------------------------------------------------------------------------------------------------
DESCRIPTION
RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
BUILDING FRAMING
3rd floor fram1ng
Greg 461-3992 Thur 2nd Oct
BUILDING INSULATION TIME 17 00
3rd floor 1nsulat1on
Greg 461-3992
BUILDING FOUNDATION FOOTING
Foot1ng & pl1nth 9am
Greg 461-3992
pl1nths ok tracy at zenOV1C's lS d01ng a slump test and
1nspect1ng the steel. a report from the eng1neer lS
~ acceptable for 1nspect1on purposes/)lm
1/22/04 JL BUILDING FOUNDATION FOOTING TIME 17 00
GREG 461-3992 FOOOTING & PLINTH
--------------------- ---- ----------- COMMENTS AND NOTES ---------------------------___________
BLI 02 8/19/03 JLL
8/19/03 DA
BL3 03 8/19/03 JLL
8/19/03 AP
BL9 10 8/19/03 JLL
8/21/03 AP
BL9 09 8/19/03 JLL
8/19/03 DA
BLHD 01 9/02/03 JLL
9/02/03 AP
BL9 11 9/02/03 JLL
9/02/03 AP
BL3 04 9/25/03 JLL
9/25/03 CA
BAIR 01 9/26/03 JLL
9/26/03 AP
BLHD 02 9/26/03 JLL
9/26/03 AP
BL3
9/26/03
9/26/03
10/02/03
10/02/03
JLL
AP
JLL
AP
05
BL3
06
BLI
10/13/03
10/13/03
JLL
AP
03
BL1
1/02/04
1/02/04
JLL
AP
02
BL1
03
BUILDING INSULATION TIME 17 00
part1al 1nspect1on made north east port1on of bU1ld1ng ok to
sheet rock/)lm
BUILDING FRAMING TIME 17 00
BUILDING SHEARWALL
TIME. 17 00
BUILDING SHEARWALL TIME 17 00
shear wall ok to cover 1n south port1on of bU1ld1ng f1n1sh
one more shear wall on f1rst floor and recall/)lm
BUILDING FRAMING HOLD DOWNS
2 wall hold down 1nspect1ons
Greg V1S1on bU1lders 417-6549
BUILDING SHEARWALL
3 exterlor shear walls & 2 lnterlor shear walls
Greg V1S1on bU1lders 417-6549
BUILDING FRAMING
Wants framlng flTIal to start lTIsulatlon and sheetrock cover
Greg 461-3992
BUILDING AIR SEAL
BUILDING FRAMING HOLD DOWNS
last shear wall des1gn on west
also looked and ver1f1ed br1ck
area/) 1m
BUILDING FRAMING
wall to f1n1sh part1al
tle's for common wall
TIME
17 00
TIME
17 00
"-I
PREPARED 2/17/04, 12 43 45
CITY OF PORT ANGELES
ADDRESS
TENANT, NBR.
CONTRACTOR
OWNER
PARCEL .
APPL NUMBER
INSPECTION TICKET
INSPECTOR JAMES L LIERLY
PAGE
DATE
2
2/17/04
1502 E LAURIDSEN BLVD BLDG
PENINSULA COLLEGE
VISION BUILDERS INC
STATE OF WASHINGTON
06-30-14-2-1-0000-0000-
03-00000032 COMM NEW CONST
PHONE
PHONE
(360) 452-1186
TYP/SQ
REQUESTED
COMPLETED
INSP
RESULT
BLI 02 8/19/03 JLL
8/19/03 DA
BL3 03 8/19/03 JLL
8/19/03 AP
BL9 10 8/19/03 JLL
8/21/03 AP
BL9 09 8/19/03 JLL
8/19/03 DA
BLHD 01 9/02/03 JLL
9/02/03 AP
BL9 11 9/02/03 JLL
9/02/03 AP
BL3 04 9/25/03 JLL
9/25/03 CA
BAIR 01 9/26/03 JLL
9/26/03 AP
BLHD 02 9/26/03 JLL
9/26/03 AP
BL3 05 9/26/03 JLL
9/26/03 AP
BL3 06 10/02/03 JLL
10/02/03 AP
BLI 03 10/13/03 JLL
10/13/03 AP
BL1 02 1/02/04 JLL
1/02/04 AP
BL1 03 ',~~~f
BL99 01 2{17 4 ~
~ n \.)~
SUBDIV
DESCRIPTION
RESULTS/COMMENTS
BUILDING INSULATION TIME 17 00
part1al 1nspect1on made north east port1on of bU11d1ng ok to
sheet rock/J1m
BUILDING FRAMING TIME 17 00
BUILDING SHEARWALL
TIME 17 00
BUILDING SHEARWALL TIME 17 00
shear wall ok to cover 1n south port1on of bU11d1ng f1n1sh
one more shear wall on f1rst floor and recall/J1m
BUILDING FRAMING HOLD DOWNS
2 wall hold down 1nspect1ons
Greg V1S1on bU11ders 417-6549
BUILDING SHEARWALL
3 exter10r shear walls & 2 1nter1or shear walls
Greg V1S1on bU11ders 417-6549
BUILDING FRAMING
Wants fram1ng f1nal to start 1nsulat1on and sheetrock cover
Greg 461-3992
BUILDING AIR SEAL
BUILDING FRAMING HOLD DOWNS
last shear wall des1gn on west wall to f1n1sh part1al
also looked and ver1f1ed br1ck t1e's for common wall
area/] 1m
BUILDING FRAMING TIME 17.00
BUILDING FRAMING
3rd floor fram1ng
Greg 461-3992 Thur 2nd Oct
BUILDING INSULATION TIME 17 00
3rd floor 1nsu1at1on
Greg 461-3992
BUILDING FOUNDATION FOOTING TIME 17 00
Footlng & pl1nth 9am
Greg 461-3992
pl1nths ok tracy at zenOV1C'S lS d01ng a slump test and
1nspect1ng the steel a report from the eng1neer lS
acceptable for 1nspect1on purposes/J1m
BUILDING FOUNDATION FOOTING TIME 17 00
GREG 461-3992 FOOOTING & PLINTH
BUILDING FINAL
GREG 417-6549 OR 461-3992 WOULD LIKE FINAL ON BLDG, WOULD
TEMP C OF 0, THEY STILL HAVE A FREE STANDING CANOPY LEFT TO
CONSTRUCT
-------------------------------------- COMMENTS AND NOTES --------------------------------______
PREPARED 3/30/04, 12'27 47
CITY OF PORT ANGELES
ADDRESS
TENANT, NBR
CONTRACTOR
OWNER
PARCEL
APPL NUMBER
TYP/SQ
INSPECTION TICKET
INSPECTOR JAMES L LIERLY
PAGE
DATE
2
3/30/04
INSP
RESULT
BLI 02 8/19/03 JLL
8/19/03 DA
BL3 03 8/19/03 JLL
8/19/03 AP
BL9 10 8/19/03 JLL
8/21/03 AP
BL9 09 8/19/03 JLL
8/19/03 DA
BLHD 01 9/02/03 JLL
9/02/03 AP
BL9 11 9/02/03 JLL
9/02/03 AP
BL3 04 9/25/03 JLL
9/25/03 CA
BAIR 01 9/26/03 JLL
9/26/03 AP
BLHD 02 9/26/03 JLL
9/26/03 AP
BL3
BL3
BLI
BL1
BL1
BL99 01
1502 E LAURIDSEN BLVD BLDG
PENINSULA COLLEGE
VISION BUILDERS INC
STATE OF WASHINGTON
06-30-14-2-1-0000-0000-
03-00000032 COMM NEW CONST
REQUESTED
COMPLETED
05
9/26/03
9/26/03
10/02/03
10/02/03
BUILDING FRAMING
3rd floor fram1ng
Greg 461-3992 Thur 2nd Oct
BUILDING INSULATION TIME 17 00
3rd floor 1nsulat1on
Greg 461-3992
BUILDING FOUNDATION FOOTING
Foot1ng & pl1nth 9am
Greg 461-3992
pl1nths ok tracy at zenOV1C's lS d01ng a slump test and
1nspect1ng the steel. a report from the eng1neer lS
acceptable for 1nspect1on purposes/]lm
BUILDING FOUNDATION FOOTING TIME 17 00
GREG 461-3992 FOOOTING & PLINTH
BUILDING FINAL
GREG 417-6549 OR 461-3992 WOULD LIKE FINAL ON BLDG, WOULD
TEMP C OF 0, THEY STILL HAVE A FREE STANDING CANOPY LEFT TO
CONSTRUCT
f1n1sh exter10r sld1ng,grad1ng, canopy 1nter1or lS ok -
rec1eved cert1fcat1on documents for f1le/]11
BL99 02 ~ ~ BUILDING FINAL TIME 17 00
_________~--~:~------~:~A~O:::::::I::T:TN::TMpA::E:~~~_~~:~:~~_~~~~~~_:~_:~_G:~~_____
06
03
10/13/03
10/13/03
02
1/02/04
1/02/04
03
1/22/04
2/18/04
2/17/04
2/17 /04
JLL
AP
JLL
AP
JLL
AP
JLL
AP
JLL
AP
JLL
DA
SUBDIV
PHONE
PHONE
(360) 452-1186
DESCRIPTION
RESULTS/COMMENTS
BUILDING INSULATION TIME. 17 00
part1al 1nspect1on made north east port1on of bU1ld1ng ok to
sheet rocklJ 1m
BUILDING FRAMING TIME 17,00
BUILDING SHEARWALL
TIME 17 00
BUILDING SHEARWALL TIME, 17 00
shear wall ok to cover 1n south port1on of bU1ld1ng f1n1sh
one more shear wall on f1rst floor and recall/]lm
BUILDING FRAMING HOLD DOWNS
2 wall hold down 1nspect1ons
Greg V1S1on bU1lders 417-6549
BUILDING SHEARWALL
3 exter10r shear walls & 2 1nter1or shear walls
Greg V1S1on bU1lders 417-6549
BUILDING FRAMING
Wants fram1ng f1nal to start 1nsulat1on and sheetrock cover
Greg 461-3992
BUILDING AIR SEAL
BUILDING FRAMING HOLD DOWNS
last shear wall des1gn on west
also looked and ver1f1ed br1ck
arealJ 1m
BUILDING FRAMING
wall to f1n1sh part1al
tle's for common wall
TIME
17.00
TIME
17 00
PREPARED 3/30/04, 12.27 47
CITY OF PORT ANGELES
INSPECTION TICKET
INSPECTOR JAMES L LIERLY
PAGE
DATE
4
3/30/04
------------------------------------------------~-----------------------------------------------
ADDRESS
TENANT, NBR'
CONTRACTOR
OWNER
PARCEL
APPL NUMBER
1502 E LAURIDSEN BLVD BLDG
PENINSULA COLLEGE
VISION BUILDERS INC
STATE OF WASHINGTON
06-30-14-2-1-0000-0000-
03-00000032 COMM NEW CONST
SUBDIV,
PHONE
PHONE
(360) 452-1186
------------------------------------------------------------------------------------------------
PERMIT, PL 00 PLUMBING PERMIT
REQUESTED INSP
TYP/SQ COMPLETED RESULT
DESCRIPTION
RESULTS/COMMENTS
------------------------------------------------~-----------------------------------------------
PL2 01 8/25/03 JLL PLUMBING ROUGH-IN TIME 17 00
8/25/03 AP Call ahead for hlm to meet you there
PL99 01 ~ ~ PLUMBING FINAL TIME. 17 00
-------------------------------------- COMMENTS AND NOTES ---------------------------___________
PREPARED 3/30/04, 12:27.47
CITY OF PORT ANGELES
INSPECTION TICKET
INSPECTOR JAMES L LIERLY
PAGE
DATE
3
3/30/04
------------------------------------------------------------------------------------------------
ADDRESS
TENANT, NBR
CONTRACTOR
OWNER
PARCEL
APPL NUMBER.
1502 E LAURIDSEN BLVD BLDG
PENINSULA COLLEGE
VISION BUILDERS INC
STATE OF WASHINGTON
06-30-14-2-1-0000-0000-
03-00000032 COMM NEW CONST
SUBDIV
PHONE
PHONE
(360) 452-1186
-----------------~------------------------------------------------------------------------------
PERMIT: ME 00 MECHANICAL PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
ME99 01
3f30/04~ ~L
J\1a\O
\ \
----------------------------------- CONTINUED
MECHANICAL FINAL
8 OOam gregg
ONTO NEXT PAGE -------------------------__________
~~I<razan
& ASSOCIA TES, INC.
GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
February 20,2004
Project No.: 106-03023
City of Pt. Angeles
Mr. Louis Haehnlen
PO Box 115
Pt. Angeles, W A 98362-0217
RE: Final Letter Regarding Special Testing & Inspection
Peninsula College Student Svcs. B1dg./Pt. Angeles, W A
Permit No.: 32
Dear Mr. Haehnlen:
In accordance with our client's request and authorization, we have performed special testing and
inspection services for the above referenced project. The specIal inspections for this project were:
· Soils Compaction
· Structural Steel
· Reinforced Concrete
To the best of our knowledge, all work and noted deficiencies have been tested and/or inspected and have
been found to be in accordance with the approved plans and specifications.
If you have any questions or if we can be of further assistance, please do not hesitate to contact our office
at (360) 598-2126.
Respectfully submitted,
KRAZAN & ASSOCIATES, INC.
9M~~'
Jeffrey M. Bowers--- "----.-( '..:c.,..-' ~~
Construction Services Manager
Poulsbo Division
JMB\dc
cc Vision Builders - Mr. Greg Hopfs
With Offices Serving The Western United States
20714 State Hwy. 305 NESte. 3C . Poulsbo, Washmgton 98370. (360) 598-2126 . Fax: (360) 598-2127
~-3" r;~"""
BUILDING PERMIT - APPLlCATIP,,", ( *r;
t' *
The BUlldmg Penn it ApphcatlOn must befilled out comp etel S--c F-= t ,q/ZT6~
Please type or print in ink. If you have any questions, please call 417-4815 L_V _. I ' _
~-rV A. A-"\ ",. D.1N ;VL~ ,If IA
Applicant or Agent: () L\..(M f\.c O~~\t;v v..}O(2KS) \IIl{.Phone: "\\7- lJ7? .
. f ~OA. a;.-rli\~~
Owner: S,...q-r\E I!)F \tJ ftSI:t\ J(.-,\/J~) PI=:.J1 vJs,J Irflt OJue~ Phone: -4 \ / - (" '1-.01-
Address: \.:)rJ 1-. ~ L (~){~ \ O'7~rJ ~ity: FOR\' ArJ(2,/?:'-iF~ \ vJ A Zip: qR ~/.., 7
Architect/Engineer: () L'"(M p\v O~4>\C'-.ld vJOR\i..<, i \ ~)C-. Phone: ~ll ~ '1- 777
Contractor~\::> \0 IN 6\)\L,.O)SR'S ) \ V(,I License #:\h<:> \On\Qeu'P7 Exp: \l.h1~I-tJ"i Phone: ~5:2.. I H?I:,
Address: 2)IOS-CR\-rn-\f1.~1) R..1Pcf:) City: pt1f?"1ArJ(.....l~I;:~ I VI A Zip: q~3t,3
PROJECT ADDRESS: 1r;=:;6'2. Ir ~ 1- ft.) fQ.. \ C>"SI'C rJ WNING: 0 13 P
LEGAL DESCRIPTION: Lot: Block- Subdivision: t1dvT ~,. 1:i:: L
CLALLAM COUNTY PARCEL NUMBER;.'1h30/~ /1.(X'tJI'J Credit Card Holder Name:
Billing Address: City:
Credit Card #: Exp. Date:
FOR OFFICIAL USE ONLY
Date Rec It "'Il. ':"'l~.
Pemllt# 1.~Cf I~
Date Approved . .
Date Issued
VISA
MC
TYPE OF WORK:
o ResidentIal )( New Constr
o Multi-family 0 Addition
'j( Commercial 0 Remodel
o Repair
SIZEN ALUATION:
SF. @ $ /SF. =.$
SF. @ $ /SF. = $
1'./ JIJt>~ SF. @ $ /SF. = $" 2, '3 y~ I~'O
TOTAL VALUATION $
ORe-roof
o Move
o DemohtIon
o Sign
o Wood-stove
o Garage
o Deck
o
BRIEF DESCRIPTION OF THE PROJECT' Ji"~_vV S-C-v{)i,&vJ-r ~1~tQV\ti:;'~ ~ l?lI/v') I MJr.:",!
Occupant Load: I ~ b ConstructIOn Type: " - rJ
t\ J ( 4- % C:JfiC1iJ ~i'~.O
/sq. ft. = TOTAL LOT COVERAGE: /sq. ft.
APPROVALS: PLAN
BLDG.
DPW
FIRE
ESAlWetland(s): 0 Yes 0 No SEPA Checkhst requrred? 0 Yes 0 No Other: OTHER
BUILDING PERMIT APPLICATION SUBMITTAL: Your application and site plan must be filled out completely to be accepted/or
review, The BUlldlllg DiviSIOn can proVIde you WIth more detailed information on the application and plan submittal requrrements Your
completed applicatIOn, site plan (for additions) and buildmg constructIOn plans are to be subrmtted to the BUlldmg DivlSlon.
COMMERCIAL/RESIDENTIAL: Occupancy Group: PS
No. of Stories. 2- Lot SIZe: ~) 114. % Lot Coverage:
Existing Lot Coverage' /sq. ft. + Proposed Lot Coverage:
PLANNING USE ONLY:
Notes:
VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the apphcant. This figure Will be reviewed
and may be reVised by the Buildlllg DiVISIOn to comply With current fee schedules. Contact the Pernut Coordinator at 417 -4815 for assistance.
PLAN CHECK FEE: Your plan check fee is due at the time the bUlldlllg permit apphcatlOn and construction plans are submitted. All other
perrmt fees are due at the time ofperrmt issuance.
EXPIRATION OF PLAN REVIEW: lfno permit is Issued wlthm 180 days of the date of application, tills application will expire. The
BUlldmg Official can extend the time for action by the applicant up to 180 days upon wntten request by the applicant (see SectIOn 107.4 of
the Uruform Buildmg Code, current editIOn) No apphcatlOn can be extended more than once
I hereby certify that I have read and exammed thiS apphcatlOn and know the same to be true and correct, and I am authOr/zed to apply for
this permit. I understand It is not the City's legal responslblhty to determme what permIts are required; It remains the apphcant's
responslblhty to determme what penn ItS are reqUired and to obtain such.
APPIi,ant~ r:f Dat' 12/1' !.Q.
T \FORMS\APPS\Bulldmgperrmt
DEPARTMENT OF PUBLIC WORKS, BUILDING DIVISION
APPLICANT: 01- '-("/'-1 " 0[ (? - D,~<; /~ JrJ \~ t?'R-lC ~ f v-.f, PHONE: ~I ') ~ 2 /77
PROJECT/DEVELOPMENT ADDRESS: jj-tf~ Ie... L4{)~J €he 0 JSL-vl1.
See Page 4 for instructions on completing the site plan. For more information, caI/417-4815.
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PORT ANGELES FIRE DEPARTMENT
PLAN REVIEW
Proiect Name: Peninsula College -- Student Services Building
Address: 1502 E Lauridsen
Plan #02-18 I Com IX! R-ID I Date: December 19,2002
We have check this plan and find that if conforms to the requirements of our codes and ordinances
with the following exceptions.
1. A fire sprinkler system will be required for the building. Provide separate fire sprinkler plans
for review.
2. A fire alarm system will be required for the building. Provide separate fire alarm system
plans for review.
3. A KNOX locking key box will be required for the building. Please contact the Port Angeles
Fire Department for a KNOX order form and for assistance with the location of the key box.
4. The access door for the room containing the fire alarm control panel shall be labeled "Fire
Alarm Control Panel."
5. The access door for the sprinkler riser room shall be labeled "Sprinkler Riser."
6. Fire extinguishers must be provided for the building. Fire extinguishers shall be sized
2A: 10BC. Travel distance to fire extinguishers shall not exceed 75' . A suggestion would be
to place an extinguisher at the top of the stairs in either room 213 or 200, one at the exit
room 100 and one at the exit outside room 127.
7. The intended use of rooms 212, 215 and 217 is not clear. If these rooms are intended for use
as conference rooms, they will require second exits. If room 215 is intended for use as either
a conference room or a classroom, it will require a second exit.
Reviewed by
~Ccl~O
Date
l z.. l C\ . C'bl.
D Building Department
D File Copy
FP - 22 Page 1 of 1
[5), IE t IE ~ WI IE I f"R)
OLYMPIC DESIGN WORKS, INe 1fi1' fED... 6 2003 ! lW
STUART ]. BONNEY, AlA I i
95 HEATHER PARK R.OAD, POR.T ANGELES WA!)8362. pbone:136o)4I7- m ftx:.1~ElES
G)MMUNITY DEVELOPMENT I
February 5, 2003
CIty of Port Angeles Planning Department
321 East 5th Street
Port Angeles. W A 98362
Attn: Sue Roberds
Dear Sue,
ThIs letter IS m response to your 01-22-03 planning memo m regard to the parking sItuatIOn at
Penmsula College Student ServIces BUIldmg. Per our dIscussion, I have asked the College to
follow up WIth your department on the matter of the parkmg survey that Wayne Rush and Dave
Sawyer were dIscussmg last year.
Also, as I mentIoned on the phone, I am puttmg in thIs memo our explanatIOn of the plannmg
process of thIs facIlIty and the subsequent phasing of other work withm areas vacated as staff
moves mto the new Student ServIces BUIldmg.
FIrstly, we are not, at this tIme, creatmg additIonal office space on campus. This current project
IS only a centralIzation of existmg campus staff and functIOns. Upon completIOn of thIs proJect,
another block of work WIll be undertaken to remodel the vacated spaces. At thIs tIme we have
not determmed what functIOns WIll be moved mto the vacated spaces. OlympIc DesIgn Works IS
under contrac.t for thIs work and desIgn wIll commence sometIme next Fall.
We are also undertakmg the completIOn of Campus-wIde Infrastructure desIgn m March. If It IS
determmed, as a result of the survey forthcoming from the College, that the CIty WIll reqUIre
addItIonal parkmg, we would lIke to address thIs latter Issue, as an infrastructure item, as soon as
March.
Thank you for attentIon m regard to thIs issue and we would apprecIate the prompt dISposItIOn of
the matter as It affects our current bUIldmg permit under consideratIon.
Smcerely,
{rua J Bonney, AlA 7
ol~~c nesil1M works, Inc.
Cc Joan Elhler, Penmsula College
4(
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& ASSOCIATES
" ,,,~~:..u..1 ;~:;~ _~t ~:, f~ ~
CML ENGINEERING
LAND SURVEYING
Invoice
519 South Peabody Street, SUIte 22
Porr Angeles, WashIngton 98362
(360) 417-0501
Fax (360) 417-0514
E-maIl zenovlc@olympus net
2/11/2003
INCORPORATED
DATE
INVOICE # 2232
City of Port Angeles
P.O. Box 1150
Port Angeles, WA 98362
PROJECT # 02307 - PC Plancheck
Services provided for the period of December 26, 2002 through January 25, 2003.
DESCRIPTION
HOURS
18.5
15
1.5
RATE
80.00
60.00
80.00
AMOUNT
1,480.00
900.00
120.00
Senior Design Engineer - Plan Review
Design Engineer - Plan Review
Senior Design Engineer - Documentation
ACCt# t3L aCt) ::_-1'150
DATE ;;2 -13"'() 3 .
APPRVD.BV~~
fB/V/AlSUL-4 {bLL6J7r
S7U 2)e-VT ~ rC!,t5-:$
Total $2,500.00
Allow 2% discount if paid by February 25, 2003. Accounts delinquent after 30 days.
1 % Finance Charge applied to delinquent accounts.
Costs advanced, for which we have not yet been billed (such as service fees, shipping
charges, etc.) may not appear on this statement and will be billed at a later date.
.
------;'""::- - "t" I I'.:.....
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~
GEOTECHNICAL EN GIN EERING · ENV IRONMENT AL E Gb ANGELES
CON S T R U C T ION T EST I N G & INS P E C T ION Dept. of Community Development
~:ij l<razan. & ASS 0 C I ATE S, I
February 24, 2003
KA Project No.: 106-03023
Vision Builders
Mr. Greg Hopfs
3705 S. Critchfield Rd.
Pt. Angeles, W A 98362-2513
RE: Peninsula College Student Services Building/Pt. Angeles, W A
Dear Mr. Hopfs:
In accordance with your request and authorization, the following test data are presented on the following reports,
which are enclosed:
February 13
February I 7
Field Report No. 9790
FJeld Report No. 9791
Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
~J'~
Penn Seely, Laboratory Manager
Peninsula Division
PS:jm
Enclosures
Ce. City ofPt Angeles - Mr LouIs Haehnlen
With Eleven Offices Serving The Western United States
20714 State Hwy. 305 NE, Suite 3C . Pou1sbo, Washington 98370 . (360) 598-2126 . Fax: (360) 598-2127
.
~KrazaI1 & Associates, Inc.
FIELD REPORT NO: 9790
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS
DATE: I 3 PtZ"t! /J J
PROJECT #: / I) ~ --r2:S p ~ 2,
PROJECT: If;; W .srPL>~A.lr .s~i('t//t':~ ~
CLIENT. tJIS/tI/V Ba/C-O&Aj5
KRAZAN PROJECT MANAGER: rlMp
I/I~ '" IV ~IA. I {A~";:J ~
.,1>7 A-,A~tr L..L. J
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[/N~ / ;4J ({/ H ~ tR1 t'K $>( c-C ;a r rd,e t/ E /12 7/ cA- L. I::bwt;;" ~ ~
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z:.tKtIJ15 1() ~G:, L//t'/L,r,e,.5LJ 8Y .>T/2UC,TURHL E/C/tt::"/,A/~~;
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'11/I[.f~ /t:rMf 7? ~ t/..tAIF'~D HIt/ie. ft /encA/~r~ T'(A1C1!tIID./f,
H( ~c.lt/f$
215 West Dakota Avenue ClOVIS, CA 93612
4231 Foster Ave Bakersfield, CA 93308
1025 Lone Palm Ave #8G Modesto, CA 95351
545 Parrott St San Jose, CA 95112
123 Commerce C/fcle Sacramento, CA 95815
(559) 348-2200
(661) 633-2200
(209) 572-2200
(408) 271-2200
(916) 564-2200
(253) 939-2500
(360) 598-2126 4 I
(425) 485-5519 "'4)
(360) 254-3200
To the best of my knowledge, the abovc.-w1'{3 ,'\":.^.'i ~JOT performed In accordance with the a
Superintendent/Representative: Technician:
1501-15th St NW SUIte 106 Auburn, WA 98002
20714 State Hwy 305 NE SUIte 3C Poulsbo, WA 98370
19501 144th Ave NE #F-300 Woodmvl/le, WA 98072
11913 NE 103rd Ave Vancouver, WA 98662
.
~~KrazaI1 & Associates, Inc.
FIELD REPORT NO: 9791
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS
DATE: /, rn~ 0 s
PROJECT #: Illb -o~l1~ :0
PROJECT: AJ~ 5t'-'~..,... $(.tLh~~ s .&.t/L.()/-.J(';
CLIENT: L/,~J~ -<34JI~(
KRAZAN PROJECT MANAGER: --=>)1..,11;
CONTRACTOR' L! jlJ..~ {j,,'d.:H'f ~
JURISDICTION: h /)/Vt',/t.1..-C S
PERMIT #: (25- ct'JOooo.sz.
INSPECTOR: ~ .Jt)4tL
WEATHER: C'-,~+<..
r
TEMP: <;05
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IN L.'1r-"c.~ 7O'.-(-'t .4.;zV4f L....A. I TO "1 [ rt./ ~ .e I n ~.. 6r-J-?... S:,;; 7'-=, {I
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/'-t AAt. rc.o-r..--( ,I).('?,uff( ;~/53 f ~ iI c.A,) h,,~-.lI; 0'~l-( (!(.(..;,...;c~ -:1'~ 7tf-,5.
-1J ,.t'~ z;.L "too 7{"../1; 'N ;?L/..c..,..J/t.. (I,)"";I..kli1'J".q.", v.-"V v-' .5"'14'+'l-t" ~t "t);vC Y ,? (. 7~''''i-'''''<'
ltjA!.t(..v [,V,;,/f..k ;r;.,-, 5. tu. D,z.N)"....rt; 1,r.J f4,{;VVI'L - f1t:.,./~ c.~ P!~~v,.....J.
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To the best of my knowledge, the above WAS I WAS NOT performed In accordance With the appr ved pia ']speclflcalions, and regulatory requirements
Superintendent/Repr~sentative: Techn' . n: ; ,
,"',' . ; 1
, I
215 ~e~t D~!Jbla 'Av ue ClOVIS, CA 93612
4231 Foster Ave B ersfield, CA 93308
1025 Lone Palm Ave #8G Modesto, CA 95351
545 Parrott St San Jose, CA 95112
123 Commerce Circle Sacramento, CA 95815
(559) 348-2200
(661) 633-2200
(209) 572-2200
(408) 271-2200
(916) 564-2200
1 1-15th St NW/. ulte 106 Auburn, WA 98002
20714 State Hwy 305 NE SUite 3C Poulsbo, WA 98370
19501 144th Ave NE #F-300 Woodmvllle, WA 98072
11913 NE 103rd Ave Vancouver, WA 98662
(253) 939-2500 ~
(360) 598-2126 f1/If,
(425) 485-5519
(360) 254-3200
. I
[ffi1E(GIE~WIE~
~~I<razan. & ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEE IN
CONSTRUCTION TESTING & INSPECTION CITYOFPORTANGELES
Dept of Community Development
April 30, 2003
KA Project No.: 106-03023
Vision Builders
Mr. Greg Hopfs
3705 S. Critchfield Rd.
Pt. Angeles, W A 98362-2513
RE: Peninsula College Student Services Building/Pt. Angeles, W A
Dear Mr. Hopfs:
In accordance with your request and authorization, the following test data are presented on the following reports,
which are enclosed:
March 17
March 19
March 24
March 26
March 28
Concrete Report No. 4154
Concrete Report Nu. 4155
Concrete Report No. 4156
Concrete Report No. 4158
Concrete Report No. 4159
Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
~j'~
Penn Seely, Laboratory Manager
Peninsula Division
PS:jm
Enclosures
Ce' City oCP!. Angeles - Mr LouIs Haehnlen
With Eleven Offices Serving The Western United States
20714 State Hwy. 305 NE, Suite 3C . Pou1sbo, Washington 98370 . (360) 598-2126 . Fax: (360) 598-2127
Krazan & Associates, Inc.
, .
20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126
Project No. 106-03023 Cyl. Code P4559 Pour Date
Weather RAIN Jurisdiction PORT ANGELES
3/17/2003
Report No.
4154
Permit No. 32
Project PENINSULA STUDENT SERVICES BLDG.
Location PORT ANGELES
Client VISION BUILDERS
Engineer
Architect
Contractor VISION BUILDERS
Site Mix
Field Data
Supplier ANGELES CONCRETE
Concrete X Mortar Grout
I Reported Batch Data
!
I Cement Type
I
I
I
i
I
I NO BATCH
! Cern. Ibs.
I F. Ash Ibs. WEIGHTS PROVIDED
i c. agg. Ibs.
I
I c. agg. Ibs. 2
I
C. agg. Ibs. 3
~ Sand Ibs.
I Water
I Admixture
Other
Air Ent. (ozlcwt.)
Plant No.
Flex Beams
Prisms
Grouted
Ungrouted
Other
Mix No.
Time
4:45
Truck # Ticket #
37 93949
Slump
1.5"
Conc. Air
Temp. Temp.
(F) (F)
61 50
Unit
Wt.
"10 Air
4.1
I Placement Area
Footings X
Slab/Deck
Walls X
Slab
Grade Beams
Columns
Pilings
Other
o
Grids 3,M- S, M,2-4, 4,M-S, R, 3- 11
CORNER TO APPROX P (INTERIOR SIDE OF
ELEVATOR SLAB)
Remarks
PLACE VIA PUMP AND VIBRATED, PLACED 21 CYS
Inspector T GUDGEL
Reviewed By ~
Design Strength 3000
Date Specimens Rec'd. 20 MAR03
03101 Rev 1
Effective Date 11/15/02
The Informalion provided on thiS report IS prepared for the exclusive use of the client ThiS report may not be reproduced In any format Without the written permission of the client and Krazan & Associates
Laboratory Data
Cyl. Test
Code Date
P4559-1 3/24/2003
P4559-2 4/14/2003
P4559-3 4/14/2003
P4559-4 4/14/2003
P4559-5
P4559-6
P4559-7
P4559-8
Remarks FR # 9795
Results Reviewed BY~
Dia Length Max. Compo Tested Break
Age Dim. Area Load Str. (psi) Set # By Type
7 4X8 12.57 42180 3,360 CA 1
28 4XB 12.59 59680 4,740 CA 1
28 4XB 12.56 62560 4,980 CA 1
28 4XB 12.56 60120 4,790 CA 1
,. Cone ~
Date Reviewed ~t T
2. Cone & Spht [XI 3. Cone & Shea, ;\ 4. Sheae 12]
Codes for Break Types:
I & II
Design X
Actual
Water Added on
Job (gals.)
Items Inspected
X Conforming
Non-Conforming
Test Method
ASTM C39 X
C-1231 X
Other
Compressive X
Flexural
Test Results
X Conforming
Non-Conforming
5. Columnae (Split) [[]
Krazan & Associates, Inc.
, .
20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126
Project No. 106-03023
Weather RAI N
Cyl. Code P4558 Pour Date
Jurisdiction PORT ANGELES
Project PENINSULA STUDENT SERVICES BLDG.
Location PORT ANGELES
Client VISION BUILDERS
Engineer
Architect
3/19/2003
4155
Report No.
Permit No. 32
Contractor VISION BUILDERS
Field Data
Supplier ANGELES CONCRETE
Concrete X Mortar Grout
Site Mix
Plant No.
Flex Beams
Prisms
Grouted
Ungrouted
Other
Time
3:10
Truck #
Ticket #
%Air
Slump
4.0"
Conc. Air
Temp. Temp.
(F) (F)
60 55
4.5
I
I Placement Area
I
,i X
Footings
Slab/Deck
Walls X
Slab
Columns
Grade Beams
Pilings
Other
Grids GRID 14 TO 16 ALONG ANGLED WALL AND ALONG GRID 16
TO T. (REPLACEMENT OF WALL) PIERS "L" F8 & G8. ALSO
PIERS "C" ALONG GRID 14 & "L" ALONG GRID 14.
Remarks
PLACE VIA CHUTE AND VIBRATED
Unit
Wt.
Inspector T GUDGEL Reviewed BY~
Laboratory Data Design Strength 3000
Cyl. Test Dia Length Max. Compo
Code Date Age Dim. Area Load Str. (psi)
P4558-1 3/26/2003 7 4X8 12.58 35640 2,830
P4558-2 4/16/2003 28 4X8 12.56 50140 3,990
P4558-3 4/16/2003 28 4X8 12.55 51900 4,130
P4558-4 4/16/2003 28 4X8 12.55 50870 4,050
P4558-5
P4558-6
I Reported Batch Data
I Cement Type
I
I
I
i
I & II
Design X
Actual
Mix No.
I I
I
I
I
J
Cern. Ibs.
F. Ash Ibs.
C. agg. Ibs.
C. agg. Ibs. 2
C. agg. Ibs. 3
Sand Ibs.
I
I
I Other
lAir Ent. (ozlcwt.)
I
Water Added on
Job (gals.)
Water
Admixture
Items Inspected
X Conforming
Non-Conforming
P4558-7
P4558-8
Remarks FR # 9796
Results Reviewed BY~
Date Specimens Rec'd. 20 MAR03
Tested Break Test Method
Set # By Type
CA 1 ASTM C39 X
CA 1 C-1231 X
CA 1 Other
CA 1
Compressive X
Flexural
Test Results
X Conforming
Non-Conforming
1. Cone ~
Date Reviewed ~L
2. Cone & Split !XI 3. Cone & She., 161 4. Shear 12]
5. Columnar (Spl~) [[]
Codes for Break Types:
03101 Rev 1
Effective Date 11/15/02
The informatIon provIded on this report 's prepared for the exclusive use of the client This report may not be reproduced .n any format without the wnllen permission of the client and Krazan & AsSOCiates
Krazan & Associates, Inc.
20714 State Hwy. 305 N.E. Suite 3C. Poulsbo, WA 98370 (360)-598-2126
Project No. 106-03023
Weather RAIN
Cyl. Code P4573 Pour Date
Jurisdiction PORT ANGELES
3/24/2003
Permit No. 32
Report No.
4156
Project PENINSULA STUDENT SERVICES BLDG. Engineer
Location PORT ANGELES Architect
Client VISION BUILDERS Contractor VISION BUILDERS
Field Data Site Mix
Supplier ANGELES CONCRETE
Concrete X Mortar Grout
Prisms
Plant No.
Flex Beams
Grouted
Ungrouted
Other
Time
2:30
Truck # Ticket #
50 94026
%Air
Slump
4.0"
Conc. Air
Temp. Temp.
(F) (F)
58 58
Unit
Wt.
Placement Area
Footings X
Slab/Deck
Walls
Slab
Columns
Grade Beams
Pilings
Other
Grids FOOTING "G" GRID L, FOOTING "0" GRIDS 111M,
HALF OF FOOTING "0" GRID 7/M (FIRST TRUCK)
Remarks
Inspector T GUDGEL
Laboratory Data
Cyl. Test
Code Date
P4573-1 3/31/2003
P4573-2 4/21/2003
P4573-3 4/21/2003
P4573-4 4/21/2003
P4573-5
P4573-6
P4573-7
P4573-8
Remarks FR # 9797
Results Reviewed BY~
Codes for Break Types:
Reviewed BY~
Design Strength 3000
Admixture
Other
I
Air Ent. (oz/cwt.)
Water Added on
Job (gals.)
Items Inspected
X Conforming
Non-Conforming
Date Specimens Rec'd. 28 MAR03
Dia Length Max. Compo Tested Break
Age Dim. Area Load Str. (psi) Set # By Type
7 4X8 12.56 40290 3,210 CA 1
28 4X8 12.60 54980 4,360 CA 1
28 4X8 12.54 52160 4,160 CA 1
28 4X8 12.54 53120 4,240 CA 1
Reported Batch Data
Cement Type I & II
Design X Actual
Mix No.
I I
1 Cern. Ibs.
F. Ash Ibs.
C. agg. Ibs.
C. agg. Ibs. 2
C. agg. Ibs. 3
Sand Ibs.
Water
Test Method
ASTM C39 X
C-1231 X
Other
Compressive X
Flexural
Test Results
X Conforming
Non-Conforming
1 Cone ~
2. Cone & SpHt [XJ
Date Reviewed dSl ~~ L--
3. Cone & Shear 1;\1 4 Shear 0
5. Columnar (Split) rnJ
03101 Rev 1
Effective Date 11/15/02
The Information provided on this report IS prepared for the exclusive use of the client This report may not be reproduced In any format without the wntten permission of the chent and Krazan & AsSOCiates
Krazan & Associates, Inc.
20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126
Project No. 106-03023
Weather OVERCAST
P4572
Pour Date
4158
3/26/2003 Report No.
Cyl. Code
Jurisdiction PORT ANGELES
Project PENINSULA COLLEGE NSSB
Location PORT ANGELES
Client VISION BUILDERS
Engineer
Architect
Permit No.
Contractor VISION BUILDERS
Site Mix
lFIeld Data
I Supplier ANGELES CONCRETE
Concrete X Mortar Grout
Plant No.
Flex Beams
Prisms
Grouted
Ungrouted
Other
Time
Truck # Ticket #
22 #1 94060
%Air
Slump
3"
Cone. Air
Temp. Temp.
(F) (F)
60 55
Unit
Wt.
2:30
Placement Area
Footings X
Slab/Deck
Walls
Columns
Grade Beams
Slab
Pilings
Other
Grids PIER "0" 17/W, PIER "C" 16/X, PIER "B" 18/W
PIER "B" 10/X, PIER "A" 19/W, PIER "A" 19/X, TRUCK
#22 (FIRST TRUCK)
Remarks PLACED BY PUMP TRUCK, VIBRATOR USED FOR
CONSOLIDATION.
Inspector T GUDGEL
Reviewed By ~
Design Strength 3000
Laboratory Data
Cyl. Test
Code Date
P4572-1 4/2/2003
P4572-2 4/23/2003
P4572-3 4/23/2003
P4572-4 4/23/2003
P4572-5
P4572-6
P4572-7
P4572-8
Remarks FR # 9798
Results Reviewed B~
Codes for Break Types:
Reported Batch Data
Cement Type I & II
Design X
Mix No.
Cern. Ibs.
Actual
F. Ash Ibs. NO BATCH
c. agg. Ibs. WEIGHTS PROVIDED
J
C. agg. Ibs. 2
C. agg. Ibs. 3
Sand Ibs.
Water
Admixture
Other
Air Ent. (ozlcwt.)
Water Added on
Job (gals.)
Items Inspected
X Conforming
Non-Conforming
Date Specimens Rec'd. 28 MAR 03
Dia Length Max. Compo Tested Break
Age Dim. Area Load Str. (psi) Set # By Type
7 4X8 12.57 43110 3,430 CA 1
28 4X8 12.57 56550 4,500 CA 1
28 4X8 12.55 54930 4,380 CA 1
28 4X8 12.55 55110 4,390 CA 1
Test Method
ASTM C39 X
C-1231 X
Other
Compressive X
Flexural
Test Results
X Conforming
Non-Conforming
,. Cone ~
Date Reviewed ~ M L
2. Cone & Spl" [l] 3. Cone & Shear 1:61 4. Shear 0
5. Columnar (Spill) [[]
03101 Rev 1
Effective Dale 11/15/02
The Information provided on this report IS prepared for the exclUSive use of the client This report may not be reproduced In any format without the wnlten permission of the chent and Krazan & AssoCiates
Krazan & Associates, Inc.
. .
20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126
Project No. 106-03023
Weather OVERCAST
Cyl. Code P4605 Pour Date
Jurisdiction PORT ANGELES
Project PENINSULA COLLEGE NSSB
Location PORT ANGELES
Client VISION BUILDERS
3/28/2003 Report No.
4159
Permit No.
Engineer
Architect
Contractor VISION BUILDERS
FJeld Data
Supplier ANGELES CONCRETE
Concrete X Mortar Grout
Prisms
Grouted
Ungrouted
Time
2:10
Truck # Ticket #
50#1 94098
%Air
Slump
3.5"
4.3
Site Mix
Plant No.
Flex Beams
Other
Conc. Air
Temp. Temp.
(F) (F)
60 50
Reported Batch Data
Cement Type I & II
Design X
Actual
Mix No.
Cern. Ibs.
Unit
Wt.
F.Ash Ibs. NO BATCH
c. agg.lbs. WEIGHTS PROVIDED
C. agg. Ibs. 2
I C. agg. Ibs. 3
~! Sand Ibs.
I I Water
I I Admixture
I Other
Air Ent. (ozlcwt.)
Water Added on
Job (gals.)
Placement Area
Footings X
SlabfDeck
Walls
Columns
Slab
Pilings
Grade Beams
Other
Grids WALLS GRID 21 FROM U TO Y, WALL GRID Y
FROM 18 TO 21. WALL AT GRID L FROM 8 TO 12
Remarks PLACED BY PUMP TRUCK, VIBRATOR USED FOR
CONSOLIDATION.
Inspector T GUDGEL
Reviewed B
Date Specimens Rec'd. 2 APR 03
Test
Date
4/4/2003
4/25/2003
4/25/2003
4/25/2003
Design Strength 3000
Length Max. Compo
Load Str. (psi)
34310 2,730
55640 4,430
57530 4,580
56210 4,480
Laboratory Data
Dia
Cyl.
Code
P4605-1
P4605-2
P4605-3
P4605-4
P4605-5
P4605-6
P4605-7
P4605-8
Remarks FR # 9799
Resuits Reviewed B%
Codes for Break Types:
Age Dim.
7 4X8
28 4X8
28 4X8
28 4X8
Area
12.57
12.55
12.56
12.56
Items Inspected
X Conforming
Non-Conforming
Tested Break Test Method
Set# By Type
CA 1 ASTM C39 X
CA 1 C-1231 X
CA 1 Other
CA 1
Compressive X
Flexural
Test Results
X Conforming
Non-Conforming
,. Cone t:8J
2. Cone & SpHI [l]
Date Reviewed 1l ~
3. Cone & Sheer i:6I 4. Shear 0
5. Columnar (SpHI) ill]
03101 Rev 1
Effective Date 11/15/02
The Information prOVIded on thIs report IS prepared for the exclusive use of the client ThIS report may not be reproduced In any format Without the written permISSIon of the clIent and Krazan & AsSOCIates
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . .
REQUEST:
Date t2 {)--j;;-7/0 "7 Time !- 0: ()V Received by ~_u-e- 8 person I
Location of Work to be inspected .I ,)V ~ <r
Name of person requesting inspection r.;:;.rJ2-fjCf"/
o
Address of person requesting inspection
Type of Inspe' ircle appropriate one):
Foundation Framing Chimney Plumbing Final
t(;qIL-:, 110M ~JIM- th ['5
NOTES: r ()
Inspected: Date Z - 2').... i) :5> Time 2 '" ~j ,a~
Remarks:~"I<<> NW.f tJ)J,@~ 6!i-<d.....r.<
J-r ~_ uJ/.Jc.k. l4oL.t/.L. __
, .
}clr; I- L J}-e.. V"1
Phone No. /11 7- fa. ')J-) c;
Permit No. ~3~
Sewer Excav. Other
;j tte r JUre) rj
, ~:!:ft
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC
o Other
o Repaired by City
o Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
C:::TAJ:J:T C:::IIPJ:AINTJ:NnJ:NT
Ind TJ:1
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . . . . . INSPECTION REPORT . . . . . .
REQUEST:
Date ~~5-(~-';,
Time
Received by
Rv'
(phone, person)
Location of Work to be inspected
Name of person requesting inspection
Address of person requesting inspection
Type of In (circle appropriate one):
Se Chimney Plumbing
1502. C L-4-LL.V','d~'eL1-
C::r~ _. \(; s' ~'oV\ J? LJ r~
Phone No.
Permit No.
Final Sewer Excav. Other
'32-
04,P~~ Iu 1(,4~~
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved DGravel o Asphalt OPCC
o Other
o Repaired by City
o Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
STREET SLJPFRINTFNnFNT
/DATEI
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . . . . . INSPECTION REPORT. . . . . .
REQUEST:
Date " ? /'/0 P
J
Time
'{:6-7- /1.>>1 -Received by ~. - ~personl
- ~d
I 5-o;J- ~)-O-l..; J-; d >'~..-t 8/u ,
· 6<c~ / .
Phone No.
Permit No. \-'3 ~
Remarks:
Final Sewer Excav. Other
(..v5Acct"i'a.J
Time I'. DO)''<^- By ~
~ n&<.\Pf~.t.. ,coC\-t/,v(
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved o Gravel 0 Asphalt 0 PCC
o Other
o Repaired by City
o Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
~TRFFT ~IIPFRINTFNnFNT
InATFI
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . .
REQUEST: ~. /
Date 3-/9 -d3 Time Received by ):::::\/ (phone, person)
Location of Work to be inspected
Name of person requesting inspection
Address of person requesting inspection
Type of Inspection (circle appropriate one):
sewer~datiOJ Framing Chimney Plumbing
)502- E Lceit-V i~~eV(
Gt~
Phone No. ~/'1- bSCf9
Permit No. ~ z..
Final Sewer Excav. Other
INSPECTION NOTES:
Inspected: Date 3-tf/-D3
Remarks: ~ ~ 4i..c.
~ At. S t..-..) fAcy-<<J
Time 2)lJD fl~
~s
By Ts~f
~rvS,* A~ l1/l~
RESTORATION REQUIRED . . . . .. YES NO
?M
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC
o Other
o Repaired by City
[] Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
~TRI=I=T ~IIPI=RINTI=NnI=NT
tnA TI=\
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. INSPECTION REPORT. . . . .
REQUEST:
Date 3-Vl-O~
Time
9 ~ ~ 0 AvtA
Received by -:ee
~~, person)
Location of Work to be inspected /<)0 z.... /i., L-v+I.YI.I'''S b.N
Name of person requesting inspection C 'l.~1A
Address of person requesting inspection
Type of Inspection (circle appropriate one):
Chimney Plumbing Final Sewer Excav. Other
Phone No.
Permit No.
-':{ P-
c./
INSPECTION NOTES:
Inspected: Date "3 - 2-'( -03
Remarks: 1h-A-7iA<.. ;Cl>(7?;/\,/h-
Time
/ "IS"'.c:~ '7'/ ON
J~uo"""^ By ~~
AS MA.~ ~ ~-Sl"""" ~cW>'VS
Gjk~
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC
o Other
o Repaired by City
D Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
~TRI=I=T ~IIPI=RINTI=NnI=NT
In.d TI=\
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . INSPECTION REPORT. . . . . .
REQUEST:
Date 3-U-03
Time 9( Jo 4"'^-""
Received by--?'~6t.4t1 ~person)
Location of Work to be inspected ')7) Lit. (~(JfvJ
Name of person requesting inspection G..c.A-G - th~.yV
Address of person requesting inspection "S"4~ 4-s 4's4V-(. Phone No. -
Type of Inspection (circle appropriate one): Permit No. 3'Z..
sewer~und~ Framing Chimney Plumbing Final Sewer Excav. Other
INSPECTION NOTES:
Inspected: Date ~U ~o~ Time .,2..~~",^,
Remarks:--p.A047"A'K. ~~ l.-r(~-v;.,.#~-, As ~
~
Bvrt.
IJAJ -
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: 0 Unimproved OGravel o Asphalt OPCC
o Other
o Repaired by City
[] Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
o INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
IDA TEl
CITY OF PORT ANGELES
DEPARTMENT OF PUBLIC WORKS
. . . . . . INSPECTION REPORT . . . . . .
REQUEST:
Date .3,- 2/&- 03>
Time
9': cJu4~
Received by~
I
(phone, person)
Location of Work to be inspected J-.Sb 2 k. 1.i4./VUl)f,vV
Name of person requesting inspection a .v{(..
Address of person requesting inspection /j'7::T1.- -s., L.4v"t,(JrM/ Phone No.
Type of Inspection (circle appropriate one): Permit No. :3 z..
Chimney Plumbing Final Sewer Excav. Other
INSPECTION NOTES: I A /;/
Inspected: Date 3-Z@-v 1;, Time J !'3D! /V\ By ~r.1{l"
Remarks: tM,""-....... r;.~<. ~ ,"/f"~"~/, CQ~
RESTORATION REQUIRED . . . . .. YES NO
SURFACE RESTORATION:
SURFACE TYPE: D Unimproved D Gravel D Asphalt D PCC
D Other
D Repaired by City
D Repaired by Permittee
o No Damage Found
Work Order #
o COMPLETE
D INCOMPLETE
(Continue on reverse side if necessary)
STREET SUPERINTENDENT
IDA TEl
Project Summary PRJ-SUM
2001 Washington State Nonresidential Energy Code Compliance Form
2001 Washington State Nonresidential Energy Code Compliance Forms
Revised June 2002 - KJM
Project Info Project Address Peninsula College Student SerV1ces Build1ng Date 12/16/2002
Port Angeles, Washington For BUilding Department Use
3 - Fill out this I1ne on PRJ-SUM
Applicant Name Peninsula College Student Services BU:L1ding
Applicant Address: 1502 E. Lauridsen Blvd. Port Angeles, Wa.
Applicant Phone 360-417-6550
Lighting Summary LTG-SUM
2001 Washington State Nonresidential Energy Code Compliance Form
2001 Washington State Nonresidential Energy Code Compliance Forms
Revised June 2002 . KJM
Project Info PrOject Address Pen~nsula College Student Serv~ces BU11d1ng Date 12/16/2002
Port Angeles. Wash1ngton For BUlldmg Department Use
3 - F.1.11 out th1S I1ne on PRJ-SOM
Applicant Name Pen1nsula College Student Serv1ces BU11d1ng
Applicant Address 1502 E. Laur1dsen Blvd. Port Angeles, Wa.
Applicant Phone 360-417-6550
Project Description
o New BUlldmg 0 Addition
o Alteration
o Plans Included
Refer to WSEC Seclion 1513 for controls and commissioning requirements.
Compliance Option
o Prescnptlve @ Lighting Power Allowance 0 Systems AnalysIs
(See Qualification Checklist (over) Indicate Prescnptlve & LPA spaces clearly on plans)
Alteration Exceptions
(check appropnate box)
o No changes are bemg made to the Iightmg
o Less than 60% of the fixtures are new, and mstalled lighting wattage IS not being mcreased
Maximum Allowed Lighting Wattage (Interior)
Location Allowed
(floor/room no ) Occupancy Descnptlon Watts per ft2 .. Area In tt' Allowed x Area
Entire Bldg. School 1.35 15180.0 20493.0
.. From Table 15-1 (over) - document all exceptions on form L TG-LPA Total Allowed Watts 20493.0
Notes
1 Use manufacturer's listed maximum mput wattage For hard-Wired ballasts only, the
default table In the NREC Technrcal Reference Manual may also be used
2 Include eXit lights unless less than 5 watts per fixture
Proposed Lighting Wattage (InteriGrl)lst all fixtures For exempt Iightmg, not exception and leave Watts/Flxture blank
Location Number of Wattsl Watts
(floor/room no ) Fixture Descnptlon Fixtures Fixture Proposed
Ent1re Bldg. See attached calculat10n sheet 1 16842.0 16842.0
Total Proposed Watts may not exceed Total Allowed Watts for Intenor Total Proposed Watts 16842.0
Maximum Allowed Lighting Wattage (Exterior)
Allowed Watts Area m tt' Allowed Watts
Location Descnptlon per ft2 or per If (or If for penmeter) x ft2 (or x If)
Covered Parkmg o 2 WItt'
(standard pamt)
Covered Parking o 3W/ft2
(refiectlve pamt)
Open Parking o 2 WItt'
Outdoor Areas 02W/ft2
Bldg (by facade) 025 WItt'
Bldg (by penm) BU11d1ng Exter10r L1ght1ng 75 W/lf 402.0 3015.0
Note for bUlldmg extenor, choose either the facade area or the penmeter method, but not both) Total Allowed Watts 3015.0
Proposed Lighting Wattage (Exterior)
Use mfgr listed maximum Input wattage For fixtures With hard-Wired ballasts only,
the default table In the NREC Technrcal Reference Manual may also be used
Number of Wattsl Watts
Location Fixture Descnptlon Fixtures Fixture Proposed
BIdg Mounted Type Ll F1xture 38 32.0 1216.0
BIdg Mounted Type P F1xture 2 129.0 258.0
Tower Chand11er (Allowance) 1 400.0 400.0
Bldg Mounted Type S Fl.xture 3 75.0 225.0
Total Proposed Watts may not exceed Total Allowed Watts for Extenor Total Proposed Watts 2099.0
2001 Washington State Nonresidential Energy Code Compliance Form
Lighting Summary (back) LTG-SUM
2001 Washington State NonresIdential Energy Code Compliance Forms
ReVised June 2002 - KJM
Prescriptive Spaces Occupancy
Qualification Checklist Llghllng Fixtures
Note If occupancy type IS "Other" and
fixture answer IS checked, the number of
fixtures In the space IS not limited by Code
Clearly Indicate these spaces on plans If
not qualified, do LPA Calculations
o Warehouses, storage areas or aircraft storage hangers @ Other
o Check here If at least 95% of fixtures In the space meet all four criteria
Fixtures are fluorescent, non-lensed, with only one or two lamps, and
2 Lamps are T-1, T-2, T-4, T-5, T-6, T-! 3 Lamps are 5-50 Watts, and
4 Ballasts are electronic ballasts
5 EXit lights < 5 watts/fixture
6 Screw-In compact fluorescent fixtures do not qualify
TABLE 15-1 Unit Lighting Power Allowance (LPA)
se
aClltles and
Ice UI mgs, 0 Ice a m[nlstratlve areas m
facIlities of other use types (Includmg but not limited
to schools, hospitals, mstltutlons, museums, banks,
churches )5, 7,11
00 no es or a e
1) In cases In which a general use and a spec[flc use are listed, the specific use shall apply In cases m which a use IS not
mentioned specifically, the Unit Power Allowance shall be determmed by the bUlldmg offiCial ThiS determmatlon shall be based
upon the most comparable use specified m the table See Section 1512 for exempt areas
2) The watts per square foot may be Increased, by two percent per foot of ceiling height above twenty feet, unless specifically
directed otherwise by subsequent footnotes
3) Watts per square foot of room may be mcreased by two percent per foot of cellmg height above twelve feet
4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly
5) Watts per square foot of room may be Increased by two percent per foot of ceiling height above nine feet
6) Includes pump area under canopy
7) In cases In which a IIghtmg plan IS submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1 35 may be used
for usable office floor area and 0 80 watts per square foot shall be used for the common areas, which may Include elevator
space, lobby area and rest rooms Common areas, as herein defined do not mclude mall concourses
8) For the fire engine room, the Unit Llghtmg Power Allowance IS 1 0 watts per square foot
9) For Indoor sport tournament courts With adjacent spectator seatmg, the Unit lighting Power Allowance for the court area IS 2 6
watts per square foot
10) Display window Illummatlon Installed Within 2 feet of the window, Ilghtmg for free-standing display where the lighting moves With
the display, and bUilding showcase Illummatlon where the lightmg IS enclosed wlthm the showcase are exempt
An additional 1 5 w/rr of merchandise display lummalres are exempt provided that they comply With all three of the follOWing
a) located on ceiling-mounted track or dIrectly on or recessed Into the ceiling Itself (not on the wall)
b) adjustable In both the hOrizontal and vertical axes (vertical aXIS only IS acceptable for fluorescent and other fixtures With
two pOints of track attachment)
c) fitted With tungsten halogen, fluorescent, or high Intensity discharge lamps
ThiS addltlonalllghtmg power IS allowed only If the IIghtmg [S actually mstalled
11) Provided that a floor plan, mdlcatlng rack locallon and height, IS submitted, the square footage for a warehouse may be
defined, for computing the mterlor Unit lightmg Power Allowance, as the floor area not covered by racks plus the vertical face
area (access Side only) of the racks The height allowance defined m footnote 2 applies only to the floor area not covered by
racks
Lighting Power Allowance Adjustments L TG-LPA
2001 Washington State Nonresidential Energy Code Compliance Form
2001 Washington State Nonresidential Energy Code Compliance Forms
Revised June 2002 - KJM
ProJect Address Ipeninsula College Student Services Building IDate 12/16/2002
Use this form If you are claiming any ceiling height adjustments for your Llghling Power Allowances for interior lighting The
Occupancy Descrlplion should agree with the "Use" listed on Code Table 15-1 Idenlify the appropriate Ceiling Height Limit (9 feet,
12 feet or 20 feet) on which the adjustment IS based. The Adjusted LPA IS calculated from this number and from the Allowed Watts
per fe Carry the Adjusted LPA to the corresponding "Allowed Watts per ftz" localion on LTG-SUM
Adjusted Lighting Power Allowances (Interior)
Localion Allowed Ceiling Height Ceiling Height limit Adjusted LPA
(floor/room no ) Occupancy Description Watts per W ** for this room for this exceplion** Watts per W
See attached
detailed listing
for the ent1re
building. by
space and type
of light fixture
Lighting Permit Plans Checklist L TG-CHK
2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002 - KJM
Project Address Peninsula College Student Services BU11ding Date 12/16/2002
The following information IS necessary to check a lighting permit application for compliance with the lighting requirements In the
1994 Washington State Nonresidential Energy Code
Applicability Code Location Building Department
(yes, no, n a ) Section Component Information Required on Plans Notes
LIGHTING CONTROLS (Section 1513)
yes 1513 1 Local control/access Schedule with type, Indicate locations E2
Dwgs
yes 15132 Area controls Maximum limit per sWitch E2
Dwgs
no 1513 3 Daylight zone control Schedule with type and features, indicate locations
yes vertical glazing Indicate vertical glazing on plans
yes overhead glazing Indicate overhead glazing on plans
[l.a. 15134 Dlsplay/exhlb/speclal Indicate separate controls
1513 5 Exterior shut-off Schedule with type and features, Indicate location
(a) timer w/backup Indicate location
yes (b) photocell Indicate location E2 Dwgs
15136 Inter auto shut-off Indicate location
yes 151361 (a) occup sensors Schedule with type and locations E2
Dwgs
.a. 1513 6 2 (b) auto sWitches Schedule with type and features (back-up, override capability),
Indicate size of zone on plans I
4 1513 7 CommissIoning Indicate requirements for lighting controls commissioning
yes Lighting Sum Form Completed and attached.
Schedule with fixture types,
lamps, ballasts, watts per fixture
yes Elec motor efficiency MECH-MOT or Equipment Schedule with hp, rpm, efficiency
2001 Washington State Nonresidential Energy Code Compliance Form
If "no" is circled for any question, provide explanation:
Daylighting controls are not required, as rooms contain occupancy sensors.
2001 Washington State Nonresidential Energy Code Compliance Form
lighting Permit Plans Checklist L TG-CHK
9
Lighting - General Requirements
1513 Lighting Controls. Lighting, including exempt lighting In
Section 1512, shall comply with this section Where occupancy
sensors are cited, they shall have the features listed In Section
1513.6.1. Where automatic time sWitches are cited, they shall
have the features listed In Section 1513 6 2.
1513.1 Local Control and Accessibility: Each space,
enclosed by walls or ceiling-height partitions, shall be provided
with lighting controls located within that space. The lighting
controls, whether one or more, shall be capable of turning off
all lights within the space. The controls shall be readily
accessible, at the pOint of entry/exit, to personnel occuPYing or
uSing the space.
EXCEPTIONS: The follOWing lighting controls may be
centralized In remote locations'
1 lighting controls for spaces which must be used
as a whole
2. Automatic controls
3 Controls requIring trained operators
4. Controls for safety hazards and security.
1513.2 Area Controls: The maximum lighting power that may
be controlled from a single sWitch or automatic control shall not
exceed that which IS provided by a twenty ampere circuit
loaded to not more than eighty percent A master control may
be Installed provided the individual switches retain their
capability to function Independently Circuit breakers may not
be used as the sole means of sWitching
EXCEPTIONS:
1. Industrial or manufacturing process areas, as
may be required for production
2 Areas less than five percent of footprint for
footpnnts over 100,000 square feet.
1513.3 Daylight Zone Control: All dayllghted zones, as
defined In Chapter 2, both under overhead glazing and
adjacent to vertical glazing, shall be provided With Individual
controls, or daylight-or occupant-sensing automatic controls,
which control the lights Independent of general area lighting.
Contiguous daylight zones adjacent to vertical glazing are
allowed to be controlled by a Single controlling device proVided
that they do not Include zones facing more than two adjacent
cardinal onentatlons (I.e north, east, south, west). Daylight
zones under overhead glazing more than 15 feet from the
perimeter shall be controlled separately from daylight zones
adjacent to vertical glazing.
EXCEPTION:
Daylight spaces enclosed by walls or ceiling
height partitions and containing 2 or fewer light
fixtures are not required to have a separate switch for
general area lighting
1513.4 Display, Exhibition, and Specialty Lighting
Controls: All display, exhibition, or speCialty lighting shall be
controlled independently of general area lighting
1513.5 Automatic Shut-Off Controls, Exterior: Exterior
lighting not Intended for 24-hour continuous use shall be
automatically SWitched by timer, photocell, or a combination of
timer and photocell. Automatic time switches must also have
program back-up capabilities, which prevent the loss of .
program and time settings for at least 10 hours, If power IS
Interrupted
1513.6 Automatic Shut-Off Controls, Interior: Office
bUildings greater than 5,000 sq. ft. and all school classrooms
shall be equipped with separate automatic controls to shut off
the lighting dUring unoccupied hours Automatic controls may
be an occupancy sensor, time SWitch, or other device capable
of automatically shutting off lighting
EXCEPTIONS:
1 Areas that must be continuously Illuminated, or
Illuminated in a manner reqUiring manual
operation of the lighting
2 Emergency lighting systems
3. SWitching for industrial or manufactUring process
faCilities as may be required for production.
1513.6.1 Occupancy Sensors: Occupancy sensors shall be
capable of automatically turning off all the lights in an area, no
more than 30 minutes after the area has been vacated.
1513.6.2 Automatic Time Switches: Automatic time SWitches
shall have a minimum 7 day clock and be capable of being set
for 7 different day types per week and Incorporate an automatic
holiday "shut-off" feature, which turns off all loads for at least
24 hours and then resumes normally scheduled operations
Automatic time SWitches shall also have program back-up
capabilities, which prevent the loss of program and time
settings for at least 10 hours, If power IS Interrupted.
Automatic time SWitches shall Incorporate an over-ride
switching device which
a) IS readily accessible;
b) IS located so that a person using the deVice can see the
lights or the areas controlled by the SWitch, or so that the
area being Illuminated IS annunciated, and
c) IS manually operated;
d) allows the lighting to remain on for no more than two hours
when an over-ride IS initiated; and
e) controls an area not exceeding 5,000 square feet or 5
percent of footprint for footprints over 100,000 square feet,
whichever IS greater
1513.7 Commissioning Requirements: For lighting controls
which include daylight or occupant sensing automatic controls,
automatic shut-off controls, occupancy sensors, or automatic
time SWitches, the lighting controls shall be tested to ensure
that control devices, components, equipment and systems are
calibrated, adjusted and operate In accordance With approved
plans and specifications Sequences of operation shall be
functionally tested to ensure they operate In accordance With
approved plans and speCifications A complete report of test
procedures and results shall be prepared and filed With the
owner DraWing notes shall require commissioning in
accordance With thiS paragraph.
LIGHTING CALCULATION SHEET - Peninsula College Student Services Bldg.
Room Name
No.
Sub
Area
Length Width
RCR
MF
Fixture
Type
CU Lamp
Type
Lamps/
Fixture
Lumens/
Lamp
Watts/
Fixture 1
Desired
Footcandles
Req'd No
of Fixtures
Actual No. Actual
of Fixtures Footcandles
Actual
Watts
Watts/
(ft2)
~<<;
(ft) (ft)
Height Mtg Work
Height Plane
(ft) (ft) (ft)
Total
Area
(ft2)
101 RECEPTION IRREGULAR . 29 4 . 22 . 8 5 8 5 . 2 5 6..4...7...... . 1......2....3...8...........:::....0.......~.....5..... '.' ...........~................ .:........0.........6.............'........}. ~........::............ .........................'....... ?...8.....?..~........ .."::............ ~. 2.... ........_f'.... ..................3......~.. .................:......... .~....3.........3.....5... .............;.............. ......7.................. .._.::.:..............2.....~....2....~............~::..................3.....8.....~ ......'_... ................O'.....~.~........ .........._:...
;:..:::::.:"::.: r:"::" :.:::::...::.....::::.::..:.: '.':::::::::.. '::':'.:...:.:::':: :.:.:"':::::: .:...:::.r:::..::::;::::...r:.....::::::.:.~. .:::::::::: .::~.::::. ;:":'..i.":::::;::.'::::;:..:'.. .. ........~. T . 0.6 : T8 i 1 2850: 78 . 2 156 i :
:' Y.~~~:'1Y:~S!(B~:L~: ... .......:.. ..... .'1 'iR'REGU'LAR" ;.....28 0 ...~..... 8'" ...t..... .....1 '''6 .....:......2'5. '........ii4 .....,.... 2...8.1....~...Q'..85..'.. 'i\j'1" i......... .l........ +.. .. ..i..........'.................. l' ....300 . .~.... ....3.0....... .....i........ . ........... ...,. ....... 2.... .......t.......... ... .. !..........i3.00..... .t ........2..68.... ....,
:.....~.9.~:.. ~T.EC~..:........ ::::.::.:..... :::::':::.. ." ':::'.:.W~~g~Y~Af(.L.:'~T~:...;::::':~:;r:'~:"'::~::~:. ':.~::::.8;~:: T"X~:::::l. .......~~::::.:. T:::~"2'i3':':::::g:'~:~'T:'::..~:.::::: :"::.~::~... r:':t.~:::::..::::::::?':':::::'; :':':~:~.~~':::::.' .~.::~:~':::..'~"::':... .~:g:::::'::::'::::::...::: fi3'r:: .:"i':. .:::: :::i.:::: .'::::r::::: ~:~::.~~ .::: r::::"'::: ~~:::::. .I."::::::~;:~r::.:::::
..1.~3 . :.~.LEVA~gR EQU.lPMENT : 6 5 ~ 6 : 8.5 8.5: 2.5 i 39 ~ 9.62 i 085' F 06' T8 i 2 j 2850 58: 30 . 0.40 j 1 j 74.54 i 58 i 1.49
i.....!~~:~~~Lt.~:.~~~~,.................. .......i~~:::~!...::.~..~....r~::i~~:=Q~:1!5..i~~"::K...;]f::3f:::}"'{ ~:~~IJfI56"'::.::!:~-:..... :..1; .....]....6~:~:::~;;: . ~..5.~:.:
: 104 ~FIRE SPRINK . IRREGULAR : 9.5 : 6 . 85 : 8.5 i 2.5: 57 j 816 '0 85 ~ F 0.6 i T8: 2 ,2850 j 58' 50 j 0.98 i 1 ~ 51.00 ~ 58 i 1.02 :
:. ...........t............... ........... ....... ..........1 n. .... .......... . ...-c.... .........(... ..... ...)0............ ..1...... .... .1.......... ......1.. ....... 0(................,.............( ..... .................... .1...........1.... ........ ..,.. ............ (............. ....-:-..... .............. "'1 ... .................).............. ..). ...................-:-.... .... ............0:-...... ........ .... ....
: ..~.9.5 ............. ..... ... ~ 107 i 93 : 8.5 85 i 2.5 i 100 1 6.03 : 085 A 0.6 j T8 2 ~ 2850 i 58 50 ~ 1.71 2 i 58.43 116 117:
;.....1.9.?::..~... .'. .::........ :::::::.::..:"::.':'::' "'::::. ; ..:...:.....:.....: '.:'::." .:::'::.. .1:0 r:::..::::Jq.:..T::: '8.~.:::";.""~:~.:::~:"X~. ":::::.::::]:~~' '::::.~' ~:.9Y:.::..:g:..~'~":':..::::~.::'::.L:::0.:( :~::. t.:$.' :i..:::::::f:::::::.:....:.?:$.5(. r::. ~f::.:::::. .. :::'~.g.: :.:..::::::.:....: (t.?: ':::.::::: ::: ':f: ":::::.:.)$ :~~::.:::.:::.:::..5~:~:: ::::::~::::. .:..ri~.::::...::
107 : : 130 8.3 i 8.5 : 8.5 i 25: 108 592: 0.85: A 06 T8 i 2 2850: 58 50: 1 86 2' 5388 116 i 1 08
:. ':]:~~.:: :.:.:::.::::::.:....:::::.::....:::....::.... .::.:..... . '.::::':: i~~~.~q~~~::..r:::.~f~: .:::..:~::~::~:::::.::::~:.:~:::::.!::.:.~.~::..~...) '~::::.;. .. "'1:~~:.:" '::::::~:'~~:..:i :'g).~::L:' ::~..: '~'''':g.:~::::':::::~t.:$..:!. '::":::?':.:::::: ~ '.:::~:$.~O ::: :':'::.::~:?::: '~::::.. .: ~:g::::::::"::::::. ::.~ ~~: ..:::::::::::: ::: ::~:.::.:: ~::: ::::~:(?5:: :::j:". :if(.::.::.::::.:.....~:. i! ..::. .:~
L.. .19.9 .. j . . .... 11 0 8. 8.5 8.5 i 2 5: 88 . 6 48 0.85: B ~ 0 6 i T8 i 3 j 2850 : 88 50 1.01 _ 1 i 49 55 i 88 1.00 j
:..... ...::..j H~~~:::.. .:"':::. ":::::.:.:': .......:.:.. ~ ::::....: .: :'::..: . "::. ::'. .1:5'g:::T:: '4... r:::...~.s.:. '::':)}'::~..."?;~ .:..~:::: :: :6.q': :..:: r "9'''5.~.:.:Co .~:(:.:::: A:'::.::.:::" ~:'~':::::"::!~:::.:::.::. f.:':::' L: '28:$.~ .::::: '::~:~::::. t' :::.:.....:~:g:::::.:: :.;:::'.::::9 ~?:":"':::::::::. :. 1 ".:'::: ..::: :.. 4'8 '4'5:: .::::..::' :~.~ .:: :::: ::'q"~!....::. ~
. ..~y~ .:............... ..... .. ; 120 : 10 j 8.5 8.5. 2.5 120 5.50 0.85. A 0.6 T8, 2 j 2850 58: 50 : 2.06 ,2 4845: 116 ~ 0.97 j
j .1.~ .~. ,........ .:. ......... '::::... '.:: ':..:..:: ":.::: .:.:' ..:..:.....:..:::..:. .::::; .::::~.~;~: . ::..::::~:~::::T::::~:.:5 ':. L ~'(:::::'. ~I. i"':::::'~:~9 .::.:.~. . ~ .00" :') ~.~ ;. "::A.:::::' :::::'0:;6 r :!..$.:.. ~.:: .:.:.f . . ~ ::.. ~.~~~. :.::....::::~:(. "I ..:::.... .~:g::::: ::.:...::: :'.::::r7?: .: :'::::.:::: '::"2' :':.:::'.:.:::':' '~'8'.5~:: :::'I ..:.. ~:~:~""::':.I .:::.::::f ~.r :::::.]
......1.1.?...L... . ......: 100 : 10 1 85 i 8.5 25 100 ~ 600 : 085 A ~ 0.6 ; T8 2, 2850 i 58 j 50 172 2 58.14 116: 1.16 i
~. ...1. 1.~:...L. . . ::. '.::: :... ...:..:::. .:.::...:::::..... ::::. . i :.::::::: ... :..:::: ::.: ..::::: '1.9:g::::r::. '1'9..:::':. :~::~::. .::;:::::~} ":L:::? 5:::::,' ..:. ~ 09::::: :::.:::~::9:g...j 'q)'~:::. . :F .::..;. '.::~:;~::: ,': tr:: .::.:::. ~::::::..::~:: .~~~~:::: .::: ~:~:::::: I .:::::::::::~:g::... :: : . i ::':::::5' 7~:..: . :T'::::. ::: 2. :::::::::::::.:: ~:~. ~~::.::::~: : ::::. .i:~:~: 'T:::::::::~ ..1'~: ::. ]
~ 1.~~...:....... ....... .; i 103115.8.5 85 j 2.5: 155 . 49110.85 B j 0.6 T8: 3 .2850 88 j 50 ~ 1.77 i 2 5645 176 i 1.14 j
j .. .1..1.~'.. i.... . :. . : .::...... .. '::.:::..:. : :...::.:.:"::::.":~ : .... .:.::" . :::::::.:: :':::':::::]:o.I:::. :::::1I . r:::: :~:A::"': :. ..~: ~.:::~::"I~ ''':;:::.:.:. 1 ~:(":..I' "5'''9T::L.~:.:~:~:T:::: A:':::::.:::' g:. ~:::::: :::I~:.::~::":":: 2 :::::::::. . ::~:$.$(.. ~:::::: S:8":::::~: .:::::::::~'g.:: . ::: r::::"::T:t.!.::::~. [ . ':::':::?::::.: :::::r:::::.~:~:.~:~ .:. 'T.:.:::::).1I:: ':. .I' . :"::'1:;:~ ~::. :::. ]
. 116.i...... i 103' 10 j 85 j 8.5 ~ 2.5; 103 . 5.91 0.85: A 0.6. T8: 2 .2850 i 58: 50 j 1.77 2 j 56.45 : 116 1 113 ~
:.::.:~: ~:t.:...i.": ::::':'.:. ..:..:.::.....:: ...::.:.. '::.:..:.:". :'::::~~~$.:~~~~.: :: ":'~~.~::.:::::'.::~:~::::::" :::~:.:~:".:.i::J.~:. i":::.~'~:.:': ::.::.~:~~. .::.: ~:..~. 9'1' ':')' ~:$ ; ":::A:::::::;:::::g:.:~" ':;:'::!.( i::: ::'.J ::'; ::":~:~.5(:.::::'.: .~~: :..:::: :'.::::::~.O' .....:::::~.::. : ((;.. ::::":'.::. :::. ':?:':::.::'::~ . ':}~A~:.:::..:::::'::::f~'~::::':::'::".. ~: :1'3::: :::::~
i....1.~1 ..L~.<?I.~.~-r:....... . ; 135 j 10 9 ~ 8 8 i 25. 147 . 456 ; 085, K ~ 0.6 : T8 2 i 2850 i 62 i 30 ' 1 52! 2 : 59.27 188 1 28 .
:. ..::.:: ::::.. ,..... :..:.::. ... ..:..:::: ......::...:. :: ..:'.::"'!:. :::..: .... :.:::::::: ... ::::r:::::::::.:::.:.:; :::.:' .::: t.:::. .:: ::.:T : .:'::::::!: '::::".::::':C : : :::: : ::::::::::::::'::..:i g:..8~:'j::'}(. j .:::~:.I: :,:: JI :.: .::'::: ::r... ::~ ::: .~:~:~g ::T :..::~:?::: :r:: '. ::::.:::::'.::::: ::::;::::.:::::: :::::. :.:':::::::::':..:..~'.. :::. :.::' :.. ::::.:::'::::::::: ..:::: .::::::::::::::: ':.. ::::.:....:::.:::::
122 .TOILET : 13.5 i 12 i 8 i 8 2.5: 162 : 4.33 : 0.85 i K i 06 T8 2 i 2850 : 62 i 30 . 1 67 , ,2 5383 188 1 16
: ...........)......... ..................... ...................,....... ......... . ....... (..... ... .....(................0)...............(.............(............. I............. ......(... .....,... ........(......... .J...... .......1.......... ..I.......... ........,.... ............c .................-:-..... ... ................1.. ............... ....1...... ... ...........).......................-:-.............. .......(0.... .....................
i j , : 1 i i 0.85 i R : 0 6 . T8 1 i 2850 ; 32 i i 2
; : i ~ :: i: N 1 . 0 6 i j 2 : 0 ~ 200 j : : 2 j 400 :
; .1.25..~.~~~K..... : : 13.0 ~ 12 j 8.5 j 85 2.5: 156 4.81 j 085 ~ A i 06 T8 2 j 2850 58 j 50 j 2.68 : 1 ~ 55.90 i 186 , 1.19 j
;':: :...:.::::...L.....: .::.:::......... '.::: .. .::..:....::.::.: ..:::: L.....:::::. . '. :..:..::::' ':::.L::. '::..:. .::r:::....:....::..::::.:.::::.:: ::.T. ..::: .:::::::...:.:::::.:' . ;'::.:..:..:::: :.:: ::..;...... "':::::::;:::o:.:~~.T::::"~ .:..::~. "'g"~':..:;:::'I~ .:::.::::.:':T::..:::.:i.::'''28'~~''::::::'':: ~.?: ::::r::::::::::::::" ::':.:':::::~ ::. . :..:::::::::.:::::::.~ .:.. ':'..:+ ..::::."~:. '::."::'::::: '::.:::. I::.::::: ":'::.::. ..r::::::::' "::::"::.:~
L....1.2~ :............ .......... .. ~ 110 j 85 85: 8.5 25 94' 6.26 0.85 ~ A 06 ~ T8 ~ 2 . 2850 58 1 50 i 1.61 ~ 2 62.18 i 116 j 1.24 j
: . .~. ?!. ..1Y'!.~R~...... ..... ::. :......::..::.:::.: . '.:::';:: .:.......:::...::..:: :":'.: . ':::::'::'~:~::~..::::.j.~:~.. ::::.. 8'"~':.::.::':::8:~''' ;..::::~ ~:..:.,. "::::3~~. ::::::~ +.~:r::':.g::~.~:T:':: A:. ':.::.:: q:.I:':~. ':j~:.::L :. ":.' ?,.::::::::::: .2.~~g:::::;:' .::'::~:?:::':':::' :. "'::"~.q:::.::.. '::.:~.': ?;:$.~ :..: :.r:':: ':::.'i ..:::::.: . ~:::::)?':~.(::::.~::::'::::.~ $.~:::...:..r::"':': 1.. ~. ~:. :::: ']
. ...... ..:. .... ... .. ........ ... ..... ...... . . .. ..... ....... .......... '-. ....... .....................i...... . .....:. .. ......l. ..... ............. ..... ..._ ....... . .g .~.?..:. ... .~... ........g:.~....L !.~...L.. .. 1.. ......... ..?~.?9. ....J .. ..~.?... .~. ....... ........ ......... ........... ..~...... ... ~ ..........._........ .... .......L......... .............. .~. ... ..... .. .....l
j 128, . IRREGULAR j 110: 8.7; 85 j 8.5 2.5: 96 618 085 A 0.6: T8; 2 2850 ~ 58 50 165; 2 i 60.75 116 121.
..... .......1................ ... .... ...... ................1..... ................ ....(........ .......c.... ... ......)....... ... t. ... ....(. ........... I....... . .......(............... 1 .... ... 04: ... ........1............. I.. ........1..... ........... I' ..................1............. .)............................1..... ......... ,..I' ......................J..... ..... .. ......0).... ..................0:-..... ...... .........:
~....~.?~....fl~ ~.IP.......... ........ : 170 i 105; 85 j 85 2.5 j 179 462: 085 A 06 T8 2. 2850 : 58 50 307' 2 : 48.86 180 ~ 101
: . . .. ...... : ..... . ....... . ..... .....,........ .........:.... .... ....~. .......... r- ............-. ....... "'1" ....... ~............. . .~ "0'.8'5 i ....R... r "a 6'" .. Ta' ..... .......1".. . ~ . ...2.850.... r- .....3.i. . "i'" ........... ..... ....;. ...... ........ .... r" ........2...... ...1.... .......... .. ...-.... ........ .. ......._.. ........... ... -
:. . ..... .. .1...... .......... ........ ...... . ......... ...1..... ....... ...... .....(. ... ....... 1 ...... ..... .)0.. ......... ..c........ ......(..... ...... I...... ...... ....(0............... .1....... .. c.... ....... .). ... ..... I.......... '1. ............. ..I........ .......... (............... .oJ... .. ............... I............. .....1' . '1'" ............ ........J ... ......... ..........0)...... ..... .. ........(0....... ......... .... ...-::
~..1.~~. ......................... j 11.0 : 8.7 8 5 ~ 8.5 : 2.5: 96 . 618 j 0.85 i A ~ 06 T8 2 j 2850 j 58: 50 ; 165 2 j 6075 ; 116 121.
1.32...~........ . ......... j 167 10 j 8.5 i 85 . 2.5. 167 ~ 480 i 0.85 A 06: T8 i 2 ~ 2850 ~ 58 50 ~ 2.87 ; 3 i 52.22 174 ~ 104 .
; ".:1)~:. .,.~.~~~~. ~g:~:~:..:...:..:. :.:. :.":':::" ;..: .:..:::.:.:...:.::::.::: ..: T::} 1 :g::::i'::)'I.::r "'::$.:.:s:::."i .: ~;~:.:T)I:::: ..::::::]:~?:::::: T)..~~::::~:::O:.:~~::;::::..:.~. '. ::::::.0:.:6. T.:f$.:::r:.:: ? :::::.:::;:.:.}.8.~~.::: ~.:.:: '5.~.::.:"~::::::'. :.}g:::":::.:: ::::.: :::::~. t.r: ..::. .:" .: .:?': ...:....:: . :::.~:~;8~.:: :':::::."j 16 .::::::I:::::.:'::Li~': .::.:
j 1.~4:...:. .. .. ........ .... ...:.. IRREGULAR . 29.4 ~ 14 8.5 j 85 : 25' 412 : 3.16 0.85 ~ A 0.6 j T8: 2 . 2850 58 50 708 6 42.38 348 i 085
......: ~t:(;Ail~!!~Ii(::~:~~~~;iJ~~::fLJITaiH::\~t: al" ']If ~i~I: ff'J'.. ..~~~~:.]r~l~ . .......' ]~F! ....~ .:'~H~m :m]: ..E m~;~.....
BldgD-Ltg-calc3268-a xis
, , .
LIGHTING CALCULATION SHEET - Peninsula College Student Services Bldg.
Room Name
No.
Sub
Area
Length Width Height
RCR
MF
Fixture
Type
CU Lamp
Type
Lamps/
Fixture
Lumens/
Lamp
Watts/
Fixture 1
Desired
Footcandles
Req'd No
of Fixtures
Actual No. Actual
of Fixtures Footcandles
Actual
Watts
Watts/
(ft2)
(ft)
(ft)
Mtg Work
Height Plane
(ft) (ft)
Total
Area
(ft2)
(ft)
~:::::~)~::::::~q:~B~g~(~~::: :......::::.:: : :::::.:.: :::..:::::.::.::::::::. ..::: ::::: ~4'.~. ::::::':.~'~':. + ::::~:.:~::':::r:'.~:I::::.:::::~A:::::~: 714 .~: ?:~:r:::::g::~5. i::::.: ~::::::T.'::~:.? ::.L::I~ r:':.:::::?' ':'.::' :.::)ffi.~~::.:.:::::::::~:~::...: ::::::"Jg::":' :::::;::::.:..~~:~~{::: :x:::::.....:1f:::::..: ~:.: .:: 5:~;.1.~.. ..:::::: :::::::~:?9.:':::::::L''':' T.?~:::.:::.:]
: .': 0.85 ~ R ; 0 6 ~ T8 ~ 1 i 2850 . 32 : 7: ~. ..... ..1. . .............. ..'
:.::: 1:~9:""\?~.$.j :::. . .:.:::::.:....: ::::.....:.::::: ..:.(~.~~~:l!:~~ ;:: :.~~.:~:.::::::.:)9..:...~..::)}::::::C .~;~::: :':::::?;~::::'::'::"'..~~~:::::'::~::::?:.:g:g::::::::~'.:~'$.:T::":.!3:"::::1.:::qJ::::~::.:t.:~.:::~::::::':...L..::::..:::::::~:?~~.::J . ::~:? ::::::::::::::..:::~:g:.:.::.::::::;.::' ::5~"5.~. .:. ::::'. .:.:::~:r"'.. .:T.::.)~)9.:::::::~::::::::':~:~.?. ~.... ...1...~.~. .......i
: . : ! , : i . 0 85! N . 0.6 T8' 2 2850! 200 ! : 2: i ~
' ... . . ..... i .... .................... ..... ... ....... . n. I .... ..... ..... ..... ,<!:... . .... . '1:00' ......... -:-.... ............{... ......... .coo. ............. i.... ... .: . .... .......i... :.. .... .coo. ......... t...... ........1...0 .... I...... .. .... ......1. ....................i...... ..... ........; . ........ ...... i ... 0.. ..... . ...i . ......... . .....; ..... ................ ........ ...... ..... . . . .;............... .... ...-:
: 200 UPPERLOBBY ~ . 25.0 . 14 f 85 : 85 : 2.5: 350 f 3.34 i 0.851 L1 . 0.6 ; T8 f 1 . 2850 ; 32: 30 ! 722 j 11 j 66.45 : 497 . .~.4~.......1
: :::'.::::. l' :: ::::'.':::::."::'.:':"':'::::..:.:::: :::::. ::::'''r :.. :.::.. :::::..:::::: j:::::":.: ::':..:::::::::::::::: ..:...:::'::::':::.:1::':'::::::::' ::::::::::::::::::::.:..... .. .::: .:.. .:L. ::::.::::..:.::::o:.:~:~:I .J2 :':..;:::"O:~( i. :t( C::.. .:1'::::'.:::1. 2~:$("':::::.. 2:1::::' :: :.:.:::::.:::::.:::..:::.:..:...:::::::': :::::::::.:::: :::::"'::.:..~::::'::::::..;:::.::::":::::' .. .::::':.::::: .~L:::::.:.L':::: '.:. ....... ....1
: ~ ~ i . ~. ~. 0.85. R 0.6. T8: 1 ~ 2850 : 32 i : 2 .. . ~ .~~... ......~ . ..................~
:~~j .I~~~~~...'.... ..... ....... ....F.t~ ..;f~.. r1~..! H [ ~I .1.~~...In~jI:r~mT.~f:nLr:~~~~'~~;~f:if~~ mi.r mm;m~nF T;~ .. :.JJjj
l .:39.~ .'.L .::: .::: .:'::::'.::'::':': "::::::::.::: :.::::: :::: i.:::....:::::: '::.:: .::::: :. r::"'~"g.:::::::::.: '6: :.. I ::: ~'..5 ::::T.::~:~:"::'::. :?:~: C::::. }~:::.::::T::~:"~'~" T g...~:~..::.::...A:::::::r:::o:.~::::T' .!8'::r :::. . 2:: .::'.:T' '?S~~:.:j... ..~.~ .::': I: ... .:..::~.g .:::::::::::~.::.... .~. ~~:::'::':.;:.:::::::':'T:::::"": ~:':'::. ~:~;:~~..'..:.::: .:.:::'.~~. :::::::::::::':::..\O!... ....1
205 ~ ~ i 90 6! 8.5 ' 85 . 2 5 ~ 54 833 : 085: A : 0.6 : T8: 2 i 2850 . 58 50: 093 . 1 : 53.83.. ~ .~8... . ....; . ~.:.~!........."
:'.:::?9.$: '. r: ':::'.:::":'::::::::.::.:..: ::::':::::::':::::::::::.: L.:.' :::: :::::. ::::::.::.:..L. ~.q. :::::. " s ..:: ::::::':~:..~.::::.:' ).~ T: ~ 5 . ::C:.:::::t.'2::'::":'::.:f.g.?:::'::::g)'(:::::': ~::::'.. ::::..g:~~ . :..::t~ :':::.:::.'.:X::::::::~.:.:::~:~:~f:.:::::::::~:r:::::::::::::'::::~:q:'''.:' ..L.::":)::?~ ....:. .::'.. :..::.L::::...:::::::.:::.+~>~:.:::.'L::" :.:.5.~...' .. I.' .. ~:.~.~..........,
. 207 !STOR ! ; 8.0: 4 : 8.5.85! 2.5 j 32 1125 0.85! R .0.6, T8; 1 2850. 32 50: 1.10 : 1 : 45.42: 32 i 1.00
: .::?9.$: .! ::. .:: .::::: :::::::.:':..::::'::::::"':::::'::::".~. :::...::.: .::::: :::.: ..: ...~.. .~:~. ~ ::.l. 8. ':.L :~"("':'.:::~.~..::1. .:::? ?:::::' :':1:~~ ::: . i ~':~T::;::'q).~::;' '::.::~ '.;" .:~"~:::::L:'t'(:.r:'.::'::'? ....::. :::::'::~'?~o::.::l.. "5'S ..:::T" ...:.5:g..:.:..::::.:;...... 3.::~~..::..::r:::"':""?:::::::":"r:':'''~:?::?5''''::::::'::::::T1.6:....::.t::::::..q:.s~:.:: .:::l
i 209 ~ ~: 12 0: 8 : 8.5 i 8.5 ~ 2 5 96; 6 25 . 0 85: A ~ 0 6 ~ T8 i 2 ~ 2850 : 58 50! 1 65 " 2 i 60 56 . ~ ~ 1 ~. ...... i . ... ~. '?~........l
~ ::::?:~:q:. .l.~~~~~j.l.q:N . ::::'::::::.:::: :..:::::..L. . . ::.:. ...::::. ....::. :]. .:. :~A:.:": ":A.~''''::::..::~:.~:: ...::: ~.::?.:':;.::::'~;~::' .:. .. :. "~.t ::. :::L.:E)::~:~ ~"'g: ~:~'::...:'''A:::::'' r.:::q:.~::':::....!..('::..::' .?.... ...i.... ~~~~:::.:::.:..: ~f ..: .::::::'" :~'q:"'. ":':::~::.:"':::(~?':::'.:..:::..."...:5 ':':.. .::'.. .:)s':~~::::' '~.:::"'..:.5.~ :..... .~'. ~:.!.~. ..... .~
211 ,WAITING ! ! 14.0 : 12.5. 85 . 8.5 : 2.5: 175 : 4.54 ! 085 A' 0.6 : T8: 2 : 2850 58: 50 3.01 .: 2 i 58.14 212 121 ~
............. ~ ...... ............................. .... ..... i' ................... .. .....1"......... ...... :.............. l' .. ..........1" ............ ....... . ....... ~....... ............... -..... . ... j"'O"S'5 j'" R' ;... 0'''6 ~ '''T's ~.. ..... '1' ... :......2.850... j "32 .....~.... ... . .. .... ......~........................ ...~ ....... .3........... ;........ ...... "T" ........ ........ .. ,.. ........ ...... ......j
.............. ) ....... ........ .......................... ......1 ................... .. .....'1:................(................-:0 .n .... .....t..............'!:................I..................... (.............1.... ... .(... ....... .oo ....... 001'" .................... .. .1.............. .....1.. .. ........,... . .... ...........................................1......... ........ :1-.... ................0)..........................0:-................ ... ....
. 212 ~CLASSROOM4 ~ ! 35.0 : 22.5 i 8 ; 8 25: 788 2.01: 0.85! A : 06 ! T8! 2 i 2850 1 58 50! 1354 1 12 i 5537 ~ 888 : 1.13 ~
. ............ ...~ ...... ......... .............. ........... ...... r ............... ..... .. ....1" .............. ~............. t ..... .....1".. .........~....... ... ...... ......... ...... - ... .......;.... ... .. "1" . "R l' ...~ .6 6.....~... Ts....; . ..... 1........i 28.5ri.....~...... 3'2'" - ........ ............ ..:............................;.... .... '5'" ..~. ....... ........... ~....... ...................~ ............ . . ..... ....1
" ...... ...... ..i.. ... ... . ..... ..... ... .. ........... ..... . ...... i .. ................ ... ......c ....... ........ .(... .... ....; ...... . .t. .. ......( .................1. ............ .... ..,:. .. ....... .i. .. ......c .... .... i.... ......i... .....i...... ........j " .... .... .i..... ....... ..,. ....... ....... .... .. ...1.......... ......... ... .t. ....... .....;... .................. :1-....... ..................;.. . ....... ...... '" ~
213 :UPPER LOBBY j IRREGULAR j 43.5 19 j 8 i 8 j 2.5 827. 2.08 . 0.85: L 1 ~ 0.6 ' T8 i 1 i 2850 : 32 30: 17.06: 16 ; 36.93. '. ?!.~ .;. ~'.~~.......~
. 215 :CLASSROOM 1 j IRREGULAR: 390 : 26 i 8 8! 2.5 : 1014 1.76: 0.85: A : 06 ! T8! 2 ; 2850 . 58 50 17.44 i 17 ~ 60 20 ~ 1242 : 1.22 ~
:::.:::::. ::::1 :::: :::: ':::.. :::: ':':'::::::'.:" '::.":::::::::: :C:::.:: :::::.: :::::. :::.: :::]::::::::.::.:.: ::1 ..:: :1:. ::'.:::::.:':L':::::::::::::::::'.: :.::::': .C::::.::::":::'.:::'~': .:' :::.::::.l::::.:::....::r:.::~.1...:::.~..:::q: ~::::r' T(::r: :.:'" '1::...::' J. .?~~(..::.:.:::: ~.?:. ...:'.:::::: ::::::::::..:.:::.::::::::....:. :::::.:...:.: ::~'.. :.::::::'~: ::: :1..:.:''':::.:::::::::::''::::::::::::::: ::::::::':::T:' :::"::::. ::::::. ::"]
216 CLASSROOM 3 : IRREGULAR. 340 ; 213 i 8 : 8 2.5: 724 2.10: 0.85! A ~ 0.6 1 T8 i 2 ; 2850 . 58. 50 ~ 12.46'! 12 : 52.18 760 ~ 1.05 ~
:::::':::. :.::::;' :::. :::: .:::::: ::.:. :.:::::::':' ::: .::::::':::.:r:::::':":::::':. ::::: :::.. :::~:::::::. ::::::::::l: : .::: ::: I' ::: .:::'::::.r::::::::::::"::::::: :"::::.:.:::: :::::::::...::.::'..~. :::: ::":':r:: .:' :::::1 .::::~~:::::T.:::~ ~::::J ..!~:::r:::' ...1::::::' ::t.. .~:~~~:'.l: :.:::~:?:.::::I::.:.::.::.:.: .::'.::::::':" r ......:::::. ..:..:.: :::~:::::::::....?:::::::::::..L::::.::::::::::::.:::::.:::::.::::::':::::::::::': :.:.: ...:': ::::::....::::]
.... ?1~....1.~~~~.~<?~~.?... : IRREGULAR . 333 ! 22.5 1 8 ! 8 : 25 : 749 2.05: 0.85 i A ! 0.6 i T8 i 2 '2850: 58 1 50 1289 12! 54.32 ; 824 1.10 i
. .... .........i... .............. ..... ............ ........ f" ....... .t..... ...........1".............'Y.................i... ... .............T . .... 1 .. ......t.. .R.1..... .:.... 0..6.... i . T8" i.... ....1. .. . ~..... 2"850 "T" .j.i.... - ....... ........ :. ......... . ......... ..:...... . .4............~...... ....... ...........1......... .......... . -........ ........ .... 'j
... . .....1... . .. . .. ..... .... .. . ....... ... ........ .i...... ........ .... ........ ....,:....... . .. ......t ..............;. ....... .......t......... ....c .......... ....j.. .. ...............(........... . i. ... . ... i.... .... ...1.... ....... i........ ..I......... .. ... .i... ..... ...... ...1.... ..... ...... .............. ... .....1................... .. . I.... . .... ....... . "1' ..................... ...,......... ..... ............0:-..... ....... . . ... ..~
: 218 :.120' 8 ! 8.518.5! 2.5: 96 : 625'085; A 0.6: T8! 2 i 2850' 58 50 1.65' 2 i 6056: 116 . 1.21 ~
; .3:~.~:::T::.:::: :::::::'::'::':.:. :":::::...: ..:. : :.: .:: :C::'..: :::::: ::::. ::::::::: :;::: 1:~I L:::::r:::.I..:: .~:.~:..::::::.::~.:?.:::L:::?I::..;::::::. ::~:$ ::.:::::r:::.~:..~:~:::.::::9J~..r:: .::A .::':::' .:g:~~::".C.~t$.: ..1:".::.:: ?... :::..:1" "2~~(':::::::j:~: ..::::::": '}g' :::::.::'::~"': .:'.(6~ ....: :T..:::::::"~'. .....::1 ::. ~.~ :~:~::::.: ~:::: ::.5~I:':::::~:"::::'::L.?5::::::.:]
220 :CONFERENCE . IRREGULAR: 273 ; 15 ! 85 8.5! 2.5 ! 410 3.10 0.85: A : 06 ! T8! 2 . 2850 58' 50 ! 7 04 ~ 6 i 60.34 508 1.24 ~
.... ..... ............... ...... ........... ............ . .......: . .................. ...............:................ .i.................~.... .... ........ ..... ....~.... ....... .(.......... .........i.... ..........:...0..85..' ....... R........i . "0' 6 ....r.. T8................1..........i... 2's56'" " . "32 ....~. .... .. .. .... .... ..,........... ................:. ....... .5........... .;......... ... .... ...~.. ....... ...... ....~... . .............. .....1
'.. 221....;COMM.CLO'S. .............. .. 1'''iRREGU'LAR''';' .8...5......;........4 ....~......8.5.. ''''8'5'''1''' 25 'T" ...34......... 1T03..:..0.S.5..'.......R'......;....0'i3.....:.. T8....,..........1..........~.... 2'856 ..,... ..32.... [...........3.0..........'.........050..... .1..... ..1"........ ~.......4i.75....T...... 32..... '; .. 0...94.........,
;. ':.~~9' ~ ~:~:~:8.~~)~~~ ::::.::::':':: : :'.. .; :.: 1.~:~~:G9.:~A~: T ~!;9.:.::r.~~.~:::::: ::~::~... ..C: ~I .:': : .?;$..:.:::: ...:.~.q:~:~..:.::~.::.<~y...~ "g:..~'5 'j::"::::T :'.1 :::.o.I:::;.:.:f(.;:.::::.:::~:::: .::::::'::::~:8~~..:::j::.:.:' ~.f.:::::::':':". ::~f.:.::::::::::::::')g':4'? :.: ::::':''':...:5'1 .... . .L::':. ~.r~~.::::..I.::::...::~:3f:::::::::::::.::.~::5~:.::::::::
..................:~.T.!.~~..q~~.~.~.............. ........ .;.....I.~.~~.~Y.0f3...1 .~~.:~ ...... . .~.~... ._.. ...~:.~.....L . ~.:?....L...?.::?.... :....... ~:?~.. ....._. ..~:?1... ~...~'.~~.L ....~. .....L.. q:.~. . j ..I~ . ~.........?. .. ....... .?~?~............. ~.~ ......;...... ..... ~9........ ~ .......? 7?.......~. ......... !......... .J.. ... ~ ~..~ ~.. i ..~~~. ......_. ......~:.6?... ......
Totals: ~ 15,180
SF
Total Watts:j 16,842
1.11
BldgD-Ltg-calc3268-a xis
OL YMPIC DESIGN WORKS} INC. PS
STUART J. BONNEY, AlA
95 HEAnn~R PARK ROAD} PORT ANGELES WA 9836.2. pbone: 1360)4I7-.2.m fax: 1360)417-.2.888
February 5, 2003
City of Port Angeles
321 East 5th Street
Port Angeles. W A 98362
Attn: BuildIng Official
Dear Lou,
ThIs letter IS III response to your request for confirmatIOn of speCIal Inspection reqUIrements for
the PenInsula College Student ServIces BUIldIng. Per our SpeCIfications, the Contractor IS
reqUIred to prOVIde special IllspectIOn of the follOWIng aspects of the constructIon.
. Concrete Placement to Include . SOlIs testIng to include compactIOn
slump, test cylInders, and re-bar testIng and Proctor testIng for
placement. beanng
. Structural Steel Shop FabncatIOns . Epoxy bolt InSpectIOn
. Structural Steel FIeld Welding . Shear wall and diaphragm naIlIng
We have attached a copy of the Testing Agencies proposal to the Contractor for your revIew.
These aspects meet the intent ofUBC 1700 as they relate to our proJect.
SIncerely,
Stuart J Bonn y, AIA
ol~mpic DesiW1 Works} Inc.
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~~I<razan. & ASSOCIA TES, INC.
GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
September 26, 2003
KA Project No.: 106-03023
Vision Builders
Mr. Greg Hopfs
3705 S. Critchfield Rd.
Pt. Angeles, W A 98362-2513
RE: Peninsula College Student Services Building/Pt. Angeles, W A
Dear Mr. Hopfs:
In accordance wIth your request and authorization, the following test data are presented on the following reports,
which are enclosed:
August 5
Concrete Report No. 4164
Referenced concrete reports and compressive strength data will be maIled following 28-day tests, if apphcable.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
~5~
Penn Seely, Laboratory Manager
Peninsula DivisIOn
PS:jm
Enclosures
Cc City oJ Pt Angeles - Mr. LouIs Hae!mlen )
With Eleven Offices Serving The Western United States
20714 State Hwy 305 NE, Suite 3C. Poulsbo, Washmgton 98370. (360) 598-2126. Fax: (360) 598-2127
Krazan & Associates, Inc.
4
..
...... ..
20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126
Project No. 106-03023
Weather CLEAR
P5259
Pour Date
Cyl. Code
Jurisdiction PORT ANGELES
Project PENINSULA COLLEGE NSSB
Location PORT ANGELES
Client VISION BUILDERS
Engineer
Architect
8/5/2003
Permit No. 32
Report No.
4164
Contractor VISION BUILDERS
Site Mix
Field Data
Supplier ANGELES CONCRETE
Concrete X Mortar Grout
Plant No.
Flex Beams
Prisms
Grouted
Ungrouted
Other
Time
8:00
Truck # Ticket # % Air
43 97686
Slump
4.0"
Cone. Air
Temp. Temp. Unit
(F) (F) Wt.
72 70
Placement Area
Footings
Slab/Deck X
Walls
Slab
Grade Beams
Columns
Pilings
Other
Grids 4-11 3RD FLOOR DECK
Remarks INSPECTED GUTTER PAN, WIRE MESH, AND
REBAR. PLACED BY PUMP
Inspector T GUDGEL
Reviewed By ~
Design Strength 3000
Laboratory Data
Cyl. Test
Code Date
P5259-1 8/12/2003
P5259-2 9/2/2003
P5259-3 9/212003
P5259-4 9/2/2003
P5259-5
P5259-6
P5259-7
P5259-8
Remarks FR # 9805
Results Reviewed By '?7
I Reported Batch Data
I Cement Type I & II
I Design X
i
I Mix No.
I
I Cern. Ibs.
F. Ash Ibs.
C. agg. Ibs.
C. agg. Ibs. 2
C. agg. Ibs. 3
Sand Ibs.
Water
Admixture
Other
Actual
NO BATCH I
WEIGHTS PROVIDED ;
I
I
I
,
Items Inspected
X Conforming
Non-Conforming
Date Specimens Rec'd. 6 AUG 03
Dia Length Max. Compo Tested Break
Age Dim. Area Load Str. (psi) Set # By Type
7 4X8 12.56 36710 2,920 CA 1
28 4X8 12.59 53500 4,250 CA 1
28 4X8 12.59 49790 3,950 CA 1
28 4X8 12.59 50970 4,050 CA 1
i
I
II
I
lAir Ent. (ozlcwt.)
Water Added on
Job (gals.)
,. Cone IXI
2. Cone & SpHI IAI
Date Reviewed (1~p
3 Cone & Shear [Z]
4. Shear [2] 5. Columnar (SpHI) rnJ
Codes for Break Types:
Test Method
ASTM C39 X
C-1231 X
Other
Compressive X
Flexural
Test Results
X Conforming
Non-Conforming
03101 Rev 1
Effective Date 11/15/02
The Informalion provided on this report IS prepared for the exclusive use of the client This report may not be reproduced In any format without the wnllen permission of the cltent and Krazan & AssoCIates
11/ .
~~I<razan. & AS SOCIA TES, INC.
GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
April 16, 2003
KA Project No.: 106-03023
[ffi lE ~ ~~ \VI IE ~'
I APR 2 2 2tJ03 I
CITY OF PORT ANGELES
Dept. of Community Development
VisIOn Builders
Mr. Greg Hopfs
3705 S. Critchfield Rd.
Pt. Angeles, W A 98362-2513
RE: Peninsula College Student Services Building/Pt. Angeles, W A
Dear Mr. Hopfs:
In accordance with your request and authorization, the following test data are presented on the following reports,
which are enclosed:
February 28
March 5
March 11
March 13
March 24
March 26
March 28
Apnl7
ApnllO
---
Concrete Report No. 4151
Concrete Report No. 4152
Concrete Report No. 4074
Concrete Report No. 4153
FIeld Report No. 9797
Field Report No. 9798
r Field Report No. 9799
Field Report No. 9800
FIeld Report No. 980 I
~
r>
I
g
Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable.
'T
.-.
p...
r
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
~.f~
co
~
~
Penn Seely, Laboratory Manager
Peninsula DiVIsion
PS:jm
Enclosures
Cc City ofP!. Angeles - Mr Louis Haehnlen
With Eleven Offices Serving The Western United States
20714 State Hwy 305 NE, Suite 3C . Poulsbo, Washmgton 98370. (360) 598-2126 · Fax: (360) 598-2127
Krazan & Associates, Inc.
20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126
Project No. 106-03023
Weather OVERCAST
Cyl. Code
P4495
2/28/2003
Report No.
4151
Pour Date
Jurisdiction PORT ANGELES
Permit No. 32
Project PENINSULA STUDENT SERVICES BLDG.
Location PORT ANGELES
Client VISION BUILDERS
Engineer
Architect
Contractor VISION BUILDERS
! Field Data
Site Mix
! Reported Batch Data
Cement Type I & II
Supplier ANGELES CONCRETE
Concrete X Mortar Grout
Prisms
Time
2:15
Truck #
2
Grouted
Ticket #
Plant No.
Flex Beams
Design X Actual
Ungrouted
Other
Mix No.
%Air
Cone. Air
Temp. Temp.
(F) (F)
60 50
Cern. Ibs.
Unit
Wt.
F. Ash Ibs.
Slump
3.25"
C. agg. Ibs.
4.5
Columns
Grade Beams
C. agg. Ibs. 2
I
i C. agg. Ibs. 3
I
i
, I
I
i
I Admixture
Other
lAir Ent. (oz/cwt.)
Water Added on
Job (gals.)
Sand Ibs.
: Placement Area
Water
Footings
Slab/Deck
Walls X
Slab
Pilings
Other
Grids GRIDS E (5 TO 14) GRID 12 (E TO G) GRID 14 (E TO
G) ANGLED EXTERIOR WALL FROM GRIDS 14-16
Remarks PLACED BY PUMP TRUCK. VIBRATED.
Items Inspected
X Conforming
Inspector T GUDGEL
03101 Rev 1
Effective Dale 11/15102
The Information provided on this report IS prepared for the exduslve use of the chent This report may not be reproduced In any format without the wnllen penmlsslon of the chent and Krazan & Associates
Laboratory Data
Cyl. Test
Code Date
P4495-1 3/7/2003
P4495-2 3/28/2003
P4495-3 3/28/2003
P4495-4 3/28/2003
P4495-5
P4495-6
P4495-7
P4495-8
Remarks FR # 9792
Results Reviewed B~
Codes for Break Types:
Dia
Age Dim.
7 4X8
28 4X8
28 4X8
28 4X8
,. Cone ~
Reviewed By 0/
Design Strength 3000
Non-Conforming
Date Specimens Rec'd. 5 MAR03
Length Max. Compo Tested Break Test Method
Area Load Str. (psi) Set # By Type
12.44 37230 2,990 CA 1 ASTM C39 X
12.55 54830 4,370 CA 1 C-1231 X
12.55 53980 4,300 CA 1 Other
12.55 54220 4,320 CA 1
Compressive X
Flexural
Test Results
X Conforming
Non-Conforming
2. Cone & Split IAl
Date Reviewed
3. Cone & Shea' 0
4. Shea, 12] 5. Columna' (Sph') []
Krazan & Associates, Inc.
.
20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126
Project No. 106-03023 Cyl. Code
Report No.
P4506
Pour Date
Jurisdiction PORT ANGELES
Weather RAIN
Project PENINSULA STUDENT SERVICES BLDG.
Location PORT ANGELES
Client VISION BUILDERS
Engineer
Architect
3/5/2003
4152
Permit No. 03-00000032
Contractor VISION BUILDERS
Site Mix
Plant No. P A
Flex Beams
Other
Conc. Air
Temp. Temp.
(F) (F)
60 45
Grade Beams
Other
Reviewed By 1ft
Design Strength 3000
Length Max. Compo
Load Str. (psi)
42640 3,400
63710 5,072
65660 5,230
64100 5,100
. Field Data
Cyl.
Code
P4506-1
P4506-2
P4506-3
P4506-4
P4506-5
P4506-6
P4506-7
P4506-8
~emarks FR # 9793
Results Reviewed BY\1
Codes for Break Types:
,. Cone ~
Supplier ANGELES CONCRETE
Concrete X Mortar Grout
Prisms
Grouted
Time
Truck # Ticket #
43 93804
10:35
Ungrouted
% Air
Slump
2.5"
Unit
Wt.
I Placement Area
Footings X
Slab/Deck
Walls X
Slab
Columns
Pilings
Grids INTERIOR WALL GRID H (5 TO 12),GRID (H TO K), GRID K (6 TO
12), FOOTINGS L ALONG GRID LINE 6 FROM H TO K, FOOTING
L IN WALL LINES HAS TO BE DEMOLISHED AND REPLACED.
POURED INTERIOR PIER L.
Remarks
PLACED BY BUCKET, VIBRATED. SAMPLED AT GRID HAT L
FOOTING. 8.5 CYDS,
Inspector T GUDGEL
Laboratory Data
Test Dia
Date
Age Dim.
7 4X8
28 4X8
28 4X8
28 4X8
3/12/2003
4/2/2003
4/2/2003
4/2/2003
Area
12.55
12.56
12.56
12.56
I Reported Batch Data
I
I Cement Type I & II
I
I Design X Actual
I
I Mix No.
I
Cern. Ibs.
F. Ash Ibs.
NO BATCH:
WEIGHTS PROVIDED!
C. agg. Ibs.
C. agg. Ibs. 2
C. agg. Ibs. 3
Sand Ibs.
Water
Admixture
I I
Other
I
lAir Ent. (oz/cwt.)
Water Added on
Job (gals.) 0
Items Inspected
X Conforming
Non-Conforming
Date Specimens Rec'd. 7 MAR03
Tested Break Test Method
Set # By Type
CA 1 ASTM C39 X
CA 1 C-1231 X
CA 1 Other
CA 1
Compressive X
Flexural
Test Results
X Conforming
Non-Conforming
2. Cone & Spill IZJ
Date Reviewed
3. Cone & Shear ~
4. Shear 0 5. Columnar (Spill) []
03101 Rev 1
Effective Date 11/15/02
The InformaMn provided on this report IS prepared for the exclUSive use of the client ThiS report may not be reproduced In any format without the wrotten permission of the client and Krazan & Associates
Krazan & Associates, Inc.
20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126
Cyl. Code
P4510
3/11/2003
4074
Project No. 106-03023
Weather OVERCAST
Pour Date
Report No.
Jurisdiction PORT ANGELES
Permit No. 03-00000032
Project PENINSULA STUDENT SERVICES BLDG.
Location PORT ANGELES
Client VISION BUILDERS
Engineer
Architect
Contractor VISION BUILDERS
Site Mix
I Reported Batch Data
I
: Field Data
Supplier ANGELES CONCRETE
Concrete X Mortar Grout
Prisms
Plant No. P A
Cement Type I & II
Design X Actual
Flex Beams
Grouted
Ungrouted
Other
Mix No.
Conc. Air Cern. Ibs. 520
Temp. Temp. Unit F. Ash Ibs.
Time Truck # Ticket # %Air Slump (F) (F) Wt.
1:45 37 93787 2.75" 56 50 c. agg. Ibs. 1735
c. agg. Ibs. 2
C. agg. Ibs. 3
Sand Ibs. 1595
, Water 25 GAL
: Placement Area I
Admixture
Footings X Walls Columns Grade Beams I Other
I
Slab/Deck Slab Pilings Other I 3.50Z
lAir Ent. (ozlcwt.)
Grids FOOTINGS ON H/6-12, ON J/6-12 AND ON 1</6-12. ALSO ON 11,
SOUTH OF ELEVATOR PIT, AND FOOTING TYPE "H" SKEWED Water Added on 0
TO EAST OF ELEVATOR PIT Job (gals.)
Remarks PLACED BY CHUTE , VIBRATED. SAMPLED AT 5 CYDS, AT
FOOTING ON H/12. RESTEEL CONFORMS PER PLANS.
Items Inspected
X Conforming
Non-Conforming
Inspector J MCDONALD
03101 Rev 1
Effective Date 11/15/02
The Information provided on this report IS prepared for the exclusive use of the cltent ThIs report may not be reproduced '" any format without the wntlen permission of the client and Krazan & Associates
Laboratory Data
Cyl.
Code
P4510-1
P4510-2
P4510-3
Test
Date
3/18/2003
4/8/2003
4/8/2003
P4510-4 4/8/2003
P4510-5
P4510-6
P4510-7
P4510-8
Remarks FR # 9346
Results Reviewed BY"(Tj
Codes for Break Types:
Reviewed By
Design Strength 3000
Date Specimens Rec'd. 7 MAR03
Dia
Age Dim.
7 4X8
28 4X8
28 4X8
28 4X8
Length Max. Compo Tested Break Test Method
Area Load Str. (psi) Set # By Type
12.57 37410 2,980 CA 1 ASTM C39 X
12.59 58520 4,650 CA 1 C-1231 X
12.59 58290 4,630 CA 1 Other
12.59 58320 4,630 CA 1
Compressive X
Flexural
Test Results
X Conforming
Non-Conforming
,. Cone III
2. Cone & Sph' 1;\ 1
Date Reviewed
3. Cone & She., l~
4. Shear III 5. Columnar (Split) [01
U i!
Krazan & Associates, Inc.
20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126
Project No. 106-03023 Cyl. Code
P4535
Pour Date
3/13/2003
Report No.
4153
Weather RAI N
Jurisdiction PORT ANGELES
Permit No. 32
Project PENINSULA STUDENT SERVICES BLDG.
Location PORT ANGELES
Client VISION BUILDERS
Engineer
Architect
Contractor VISION BUILDERS
Field Data
Supplier ANGELES CONCRETE
Concrete X Mortar Grout
Site Mix
Reported Batch Data
Cement Type I & II
Plant No.
Flex Beams
Design X Actual
Prisms
Grouted
Ungrouted
Other
Mix No.
Time
2:00
Slump
4.0"
Cone. Air
Temp. Temp.
(F) (F)
60 54
Cern. Ibs.
Truck # Ticket #
37 93915
%Air
Unit
Wt.
F. Ash Ibs.
C. agg. Ibs.
C. agg. Ibs. 2
C. agg. Ibs. 3
Sand Ibs.
Water
I Placement Area
Footings X
Slab/Deck
Admixture
Walls
Slab
Columns
Pilings
Grade Beams
Other
Other
Air Ent. (ozlcwt.)
Grids 7 TO 11 - ELEVATOR PIT SLAB/FOOTING
1ST TRUCK PLACED 2/3 OF FOOTING FROM GRID
7 TOWARDS GRID U
Water Added on
Job (gals.)
o
Remarks
Items Inspected
X Conforming
Reviewed B~
Non-Conforming
Inspector T GUDGEL
Laboratory Data
Design Strength 3000
Date Specimens Rec'd. 15 MAR03
Cyl.
Code
P4535-1
P4535-2
P4535-3
P4535-4
P4535-5
P4535-6
P4535-7
P4535-8
Remarks FR # 9794
Test
Date
Dia
3/20/2003
4/10/2003
Age Dim.
7 4X8
28 4X8
28 4X8
28 4X8
4/10/2003
4/10/2003
03101 Rev 1
Effective Date 11/15/02
The Information provided on thiS report IS prepared for the exclusive use of the chent This report may not be reproduced In any format without the wntten permission of the client and Krazan & Associates.
2. Cone & Spli' 1;\1
Date Reviewed
3. Cone & She.. V\I
Results Reviewed B0
Codes for Break Types:
,. Cone ~
4. Shear 0 5. Columnar (Spill) ill]
~KrazaI1 & Associates, Inc.
FIELD REPORT NO: 97:3 7
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETlANDS
~(.,I)(;
CONTRACTOR: U.5'~ ~,~
JURISDICTION' At'.. AAl6-u..-'5
PERMIT#: 3Z
INSPECTOR: ~ (; ut>6.cL
WEATHER. I'D M...(.-,,?"1'"
DATE 3-2,<f-03
PROJECT #: In?:, -D3 rr;;.?
PROJECT N""-W S-ro...J:"!.~-r S-"-t.v.~
CLIENT tic s,..r--I &(),~S
KRAZAN PROJECT MANAGER' ~
-
TEMP' ~ Cl,c
S f''''C-<~L iJ~ ~(-"''''''"''-/~
~ 1-1~ I.'tf" e ~I() L
'" ....
e.... C; n....CJ Z 3) h/V-':) o~ W.4M.
./ \,' .., ./
f()(J-r,-,'-I 4 A..i~ '.utlO
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\~ CI
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I.A.J
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lJ-'! Cbl-v-I"t..
f fA' ~ -t -4 --r..v:J.
(lR- q I)~
fie tJons, and regulatory requirements.
215 West Oako a A enue I 10 . CA 93612
4231 Foster Av ake/lsfield. ~A 93308
1025 Lone Palm Ave #8G Mod S(O, CA 95351
545 Parrott St San Jose, CA 9 112
123 Commerce Circle Sacrame,to. CA 95815
(559) 348-2200
(661) 633-2200
(209) 572-2200
(408) 271-2200
(916) 564-2200
I-15th 51 NW SUIte 106 uburn, WA 98002
714 State Hwy 305 NE SUIte 3C Poulsbo, WA 98370
19501 144th Ave NE #F-300 Woodmvllle. WA 98072
11913NE 103rdAve Vancouver, WA 98662
(253) 939-2500
(360) 598-2126
(425) 485-5519
(360) 254-3200
~KrazaI1 & Associates, Inc.
FIELD REPORT NO: q 7 q ':
;., I '_ C
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS
DATE: 3-26-03-
PROJECT # /06 - 03 O!)..~
PROJECT. tVlz.,.W 5't'vljlawT' Qt1.~~~6"
CLIENT L)15(c)rJ 6lJd04A..:S
KRAZAN PROJECT MANAGER: ~~
CONTRACTOR: V:5'~ <:SV( ~.r
JURISDICTION: f2r. Il-....X;..u.""-5
PERMIT #: 32.
INSPECTOR: ~"9<""" ~d~
WEATHER: 5;j .,v/V'1" J W,...;() 0./ TEMP: 5.5"0 r
~Sl?t. ~rz
'4""-.
p(~ ~")6 !J,.vL ..> (J ~I
If""^- '(: W ;;0/(",) ~,-:)~
/o07f-.l4 A-0-rC C.-t..~
J ~D[)7'".-..;t..S d l 1~1f..
9~..;<
uJ/46:
/j,..
y ~~--
A?/~
CDI1.JaL~
J~=- 3'"'
if CV'u~
~~
6"'-<..
IN
.r:;. ~-=
,,6dJ.-t.. ~(./c:;.-l..Lzz (I~ ~o./C.-Ic.) ~:r-<<.),
IJ-.? ~C k Ut&.-{~~
-/'~
L',L Lf /::-5
ns, peclflcatlons, and regulatory requirements.
ue ClOVIS, CA 93612
kersfleld, CA 93308
1025 Lone Palm A #8G Modesto, CA 95351
545 Parrott St San Jose, CA 95112
123 Commerce CIrcle Sacramento, CA 95815
(559) 348-2200
(661) 633-2200
(209) 572-2200
(408) 271-2200
(916) 564-2200
01-15th St NW SUite 106 Auburn, WA 98002
20714 State Hwy 305 NE SUite 3C Poulsbo, WA 98370
19501 144th Ave NE #F-300 Woodmvllle, WA 98072
11913 NE 103rd Ave Vancouver, WA 98662
(253) 939-2500
(360) 598-212~
(425) 485-551
(360) 254-3200
~KrazaI1 & Associates I Inc.
FIELD REPORT NO:
C7QQ
-..I. v V
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS
DATE: 3-2.8-0-;
PROJECT#: )/)6 -O.3IJd--~
PROJECT JL14J-.V ~~ S~cr':S ~::k.aG
CLIENT: l)' ,jluN 0.1' ~
KRAZAN PROJECT MANAGER: ~
CONTRACTOR' Ur.J,.......J 6...1( ~5
JURISDICTION. I-r: v/.-.lC~-<.~
PERMIT #: 3 2-
INSPECTOR:~,.. ~....QC-s.(
WEATHER: t')J..t..I2..C4:!rf" TEMP: ~ ..Jr
15 -<... Y.(c:.-4<. ( ....:V'..u ~.;y..)
c..../~ c: WAL-<..
L ~ t!:) ~ 17....
MI'tt.u V<6 ,tA-:Jv1..J.<A"~
G4Jut~<- tt4::.~ (-0
{..,o.I1"t'~ luJ f,-t..ic..k
~ '-I G'u-~5
A..ui/J:S /Vcr?-1/.) 4-6tJ.//1 I -;r~ (~~.) ft-4C:--fD
of rJr~-<A ~ /f S6~;O -= .3 ~ ..,./ 4~ ~ ~ 3~) ~~c.. ~..../ :='6() ~.
~(..~-t'~
A~-c/)
"Vllu_/ "7~<:" l v({j"-of-l'<L:>
V2- 4/SC(
To the best of my k
Superintendentl
oved lans. specifications. and regulatory requirements
(559) 348-2200
(661) 633-2200
(209) 572-2200
(408) 271-2200
(916) 564-2200
01-15th St SUite 106 Auburn, WA 98002
20714 State Hwy 305 NE Sulfe 3C Poutsbo, WA 98370
19501 144th Ave NE #F-300 Woodmvlfle. WA 98072
11913 NE 103rd Ave Vancouver, WA 98662
(253) 939-2500~
(360) 598-212
(425) 485-5519
(360) 254-3200
~Krazarl & Associates, Inc.
FIELD REPORT NO: S 80 C
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS
DATE: 4--7-D3
PROJECT#' loA-b~ 0, ~ 3
P R OJ E C T: /tJ ^'-u s:r u/)-t...". .s:" ~lJ J '^-~ 6CJ:::J c;
CLIENT L,h S(,JN .6()t~
KRAZAN PROJECT MANAGER: ~<)
CONTRACTOR: (),f~ ~J/~S
JURISDICTION: ~~, 4--vt)<L~)
PERMIT #: ~ 2-
INSPECTOR: -;;e{<K.i'" 6CJ<J6'"-.
WEATHER: CUJ..xJ y' TEMP: 50 o,c
""7"4<
f.-f~ ~ ('){C
I~ 9A'< -r/o"';
JZ.-(~-?b
Ah-<.4..AD .rC4"",S
......~7"
1/vL
S"'\J &...A. T'Y<.P-~
/)L-4vt-tJ wi fJJI-UP
d-<~ K-./' -:.. 5" ~ d) t<
,
~1.Id..
60.-u~~11i rt4<N::> f."J ~""""'..t~ rJ--f ~S":
k- V(~4"f~. -hJa-~("'[\ 5~~P-:,Z7z.'"( ~
) t
/-- ..........,
,'C.L.. 'i :5)
(
~
To the best of my knowled e, the above t:A'ci I WAS NOT performed In accordance with the approve,/:! plan~peclfications, and regulatory requirements
superintendA:ntJ ePb ta' e: V Tech ' 'an~, ! I .I
, ,/ II I
- / .
II .,
215 West akota Avefue ClOVIS, CA 93612 (559) 348-2200 I-15th St NW ulle 106 Auburn, WA 98002
4231 Foster Ave B<1j<ersfleld, CA 93308 (661) 633-2200 20714 State Hwy 305 NE SUite 3C Poulsbo, WA 98370
1025 Lone Palm Ave #8G Modesto, CA 95351 (209) 572-2200 19501 144th Ave NE #F-300 Woodmvllle, WA 98072
545 Parrott St San Jose, CA 95112 (408) 271-2200 11913 NE 103rd Ave Vancouver, WA 98662
123 Commerce Circle Sacramento, CA 95815 (916) 564-2200
(253) 939-2500
(360) 598-2126~
(425) 485-5519
(360) 254-3200
~KrazaIl & Associates, Inc.
FIELD REPORT NO: 9801
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES I WETLANDS
DATE: <1 -to-o3
PROJECT #. ioA -O~ O;).~;,
PROJECT: /U/u-J ~ ~""S #.tJe;
CLI ENT USI u...J 6t.J1 <lJNf.,5
KRAZAN PROJECT MANAGER: .:r~
CONTRACTOR: U U-cYV 61.1f1'[)~
JURISDICTION. ftr A--.ttl-tc...<..5
PERMIT #: s Z
INSPECTOR: :;7""~y CU(j6~
WEATHER: rL.-ovr:::J." TEMP j-() ~~
P4:.-tf o!).-..) d f- k!..A:.. '-"V~d ,.f........ <:1JOl () !>1 ~ :1 ~ "'-'\. S
hU-fh.-</t.........(..1 ;::.:..~urt... A.,. ~~~ - (Il.lil'(.~cl"""t; LN'4(,c....S tCi/K-r.<] ~..J 'T-7-cJ
j A."1...o1~~ ;;7'~s. ~~ 1'4-t.. P""'c~ e SU~~/?'?"~tj'
l-f.
~ -?tf.<.
,e~A.J;4c:. "t. C-t.....rG
N'4..:'<..~
V; <5K"9~
I ,..J
~~s
we=: ,
~?~
(l~ Lut~ (
(559) 348-2200
(661) 633-2200
(209) 572-2200
(408) 271-2200
(916) 564-2200
01-15th St NW SUite 106 Auburn, WA 98002
20714 State Hwy 305 NE SUite 3C Poulsbo, WA 98370
19501 144th Ave NE #F-300 Woodmvllle, WA 98072
11913 NE 103rd Ave Vancouver. WA 98662
(253) 939-250~
(360) 598-212
(425) 485-5519
(360) 254-3200
· ~~I<razan & ASS 0 C I AT ES, IN C.
GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
March 22, 2004
KA Project No.: 106-03023
Vision Builders
Mr. Greg Hopfs
3705 S. Critchfield Rd.
Pt. Angeles, W A 98362-2513
RE: Peninsula College Student Services Building/Pt. Angeles, W A
Dear Mr. Hopfs:
In accordance with your request and authorization, the following test data are presented on the following reports,
which are enclosed:
January 23
March I
March 5
Concrete Report No. 4166
Field Report No. 34243
Welding Inspection No. 7022
Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
~J'~
Penn Seely, Laboratory Manager
Peninsula Division
PS:jm
Enclosures
Cc City of Pt Angeles - Mr. loUiS Haehnlen
With Eleven Offices Serving The Western United States
20714 State Hwy. 305 NE, Suite 3C . Poulsbo, Washington 98370 . (360) 598-2126 · Fax: (360) 598-2127
Krazan &,Associates, Inc.
20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126
Report No.
Project No. 106-03023
Weather OVERCAST
Cyl. Code P6035 Pour Date
Jurisdiction PT. ANGELES
Permit No. 32
1-23-2004
4166
Location
Project NEW STUDENT SERVICES BUILDING
Engineer
Architect
Client VISION BUILDERS
Contractor VISION BUILDERS
Site Mix
Reported Batch Data
Cement Type 5 112 SACK
Field Data
Supplier ANGELES CONCRETE
Concrete X Mortar Grout
Prisms
Grouted
Time
8:00
Truck # Ticket #
55 99169
Ungrouted
% Air
Slump
3"
Plant No. X
Flex Beams
Design Actual
5.5
Other
Mix No.
Conc. Air
Temp. Temp.
(F) (F)
58 50
Cern. Ibs.
Unit
Wt.
F. Ash Ibs.
C. agg. Ibs.
C. agg. Ibs. 2
C. agg. Ibs. 3
Sand Ibs.
Water
I Placement Area
I Footings X
Slab/Deck
Walls X
Slab
Grids F- CANOPY
Columns
Pilings
Admixture
Grade Beams
Other
Other
Air Ent. (oz/cwt.)
Water Added on
Job (gals.) 5
Remarks PLACED WI PUMP TRUCK AND VIBRATED.
CONE PC-026
I
Inspector S HEADRICK
Items Inspected
'/J Conforming
Laboratory Data
Test
Date
Dia
Cyl.
Code
P6035-1
P6035-2
P6035-3
P6035-4
P6035-5
P6035-6
P6035-7
P6035-8
Remarks FR # 9807
Results Reviewed By ~
Codes for Break Types:
1/30/2004
Age Dim.
7 4X8
28 4X8
28 4X8
28 4X8
2/20/2004
2/20/2004
2/20/2004
,. Cone ~
03101 Rev 1
Effecllve Dale 11/15/02
Reviewed By ~
Design Strength 3000
Length Max. Compo
Load Str. (psi)
38870 3,090
62210 4,940
58870 4,670
60750 4,820
Area
12.56
12.60
12.60
12.60
Non-Conforming
Date Specimens Rec'd. 1-26-04
Set#
Tested
By
KR
KR
KR
KR
Break
Type
1
1
1
1
Test Method
ASTM C39 X
C-1231 X
Other
Compressive )<i
Flexural
Test Results
Date Reviewed 'J-'I\N.A.-
3. Cone & Shear IA 4. Shear VI
f Conforming
Non-Conforming
2. Cone & Split I ^ I
5. Columnar (Sph') []
~KrazaI1 & Associates, Inc.
FIELD REPORT NO: 34243
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS
DATE. I M A-rL M() f
PROJECT#: ~~~ - e~ 0 63
PROJECT: .. 5<JN fM.K
CLIENT: --V! ') r ()f\r t tAl {, b;;' fl5
KRAZAN PROJECT MANAGER: --<J6
CONTRACTOR: V(~ It) 1'.( StAl u> ti:..-lLJ
JURISDICTION: Cr 7r- (/1= /d-WSl)c?
PERMIT #: tf) 3 ;J..6J 8>
INSPECTOR: R fEE Z. Y
,
WEATHER: ~U.N TEMP: S() j-
'"
f)N >/,-~ A-r CtJ/lITtVK.-,()~5 I<L~LJ-tLS r 70 //IIP/Ef'T/~,j..T~
:?t~/Nrt!ttcF.v1AE...N7 rSSbt,c<;" A-r CMlA. P/~~$' A..f '"TN,/; :.r1M,-7/C~~
(t./tC,/i./'J161't r "p Vfi.I<.. IICI9-L 11- ~- 84-,<:. S 1'# ,RIE [do rId /'-I n:;
7lA/3tf: 5r~€L (L)LtAJl2A.NS ~..s T#rE. /f$"'LAL ?A./Cr~N r/rtj
% S7;U.I..Cfu~ ICN&/~IC t!:~~ t//k h r;&r:J(C.tJ PterHVl'iV't:".
P/{d OES'r~1V'4;- 7ttf/ $~lLr~a1 I"'?tnt,e,</,EP r/1-Xa~
o 12ft W f He fA) I ,1-/ tit ;; t-? f2,(J v j4- '- 141 /11<./(" ~D (!)!1/ / 7-:.
A- CdJPY tf't'=- '171/> /f/I'4BI/,cu ~/tY' t>~I';((O tJ/?-s
70 tiff I tfYl gUI t.,D~e2 J /'J-N lJ To /11/1<6-
WI'17-I 01TY dP ~~i.-I~1re .
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11/1
To the best of my knowledge, the above \VA;) I vv,,5 I(jOT frerformed in accordance with the a rov d plans, specratl~and regulatory requirements.
Supermtendent/Representative: Technician: cld-<... J
215 West Dakota Avenue ClOVIS, CA 93612
4231 Foster Ave Bakersfield, CA 93308
1025 Lone Palm Ave #8G Modesto, CA 95351
545 Parrott St San Jose, CA 95112
123 Commerce Clfcle Sacramento, CA 95815
(559) 348-2200
(661) 633-2200
(209) 572-2200
(408) 271-2200
(916) 564-2200
1501-15th St NW SUite 106 Auburn, WA 002 . (253) 939-2500
20714 State Hwy 305 NE SUite 3C Pouls 0, WA 98370 ~360) 598-2126
19501 144th Ave NE #F-300 Woodmvl e, WA 98072 . 425) 485-5519
11913 NE 103rd Ave Vancouver, WA 98662 . P60) 254-3200
WIS
WELDING INSPECTION SERVICES
Inspection, NDE, Testing
P. O. BOX 1044
SUQUAMISH, WASHINGTON 98392
(360) 697-1771
FAX (360) 697-7316
DATE 3/5/04 NO. 7022
PROJECT Nelson Park
LOCATION Poulsbo, WA
CONTRACTOR Vision OWNER City
WEATHER Rain TEMP. 40 F
PRESENT AT SITE Contractor
PERMIT NO. 03208
TO
Krazan and Associates, Inc.
Contractor
Building Official attn. Mike Coe
Krazan Job No.1 06-03-023
Arrived at the job site, 0800 hours, 3/5/04, for final welding and bolting special inspection. Inspection includes
the nonconformance items listed in reports of 2/20 and 2/24/04. Findings:
Report of 2/20/04, nonconformance items 1,2.
1. Tack welds removed, ground smooth, ACCEPTABLE
2. Gouges in TS members, filled with weld metal and ground smooth, ACCEPTABLE
Report of 2/24/04, nonconformance items 1,2.
1. The bearing plates referenced are the plates at the TS column tops and the underside of the fabricated
rafters, plate to plate connections, with each connection requiring six (6) A325 %"diameter HS bolts per
drawing detail. The HS A325 bolts installed with the proper 2H HS heavy hex nuts, tightened, per
specifications, ACCEPTABLE '
2. Per detail S-2, "seal welds" completed all around the plate to plate connections, TS columns to rafters,
ACCEPTABLE
Inspected the completed fillet and flare-bevel welds, TS rafters to bearing plates, ACCEPTABLE
Per due diligence, it was noted on 2/17/04, the column anchor bolts were installed per drawing details and
specifications (inspected prior to footing pour).
All welding, SMA W, E70 18 electrodes, by W ABO certified welder employed/contracted by Vision Builders,
Inc.
Ken Havens, Senior Inspector, AWS/CWI, ASNT III
0/
CIVIL ENGINEERING
LAND SURVEYING
519 South Peabody Street, SUite 4
Port Angeles, Washington 98362
(360) 417-0501
FAX (360) 417-0514
E-mail zenovlc@olympus.net
INCORPORATED
DATE: January 7, 2003
Job No. 02307
TO: City of Port Angeles
ATTN: Lou Haehnlen
FROM: Tracy Gudgel
We are transmitting the following item:
DAttached ~nd-carried
DUnder Separate Cover
DFAX:
PROJECT: New Student Services Building -Peninsula College
COPIES
1
1
1
1
PAGES
1
set
set
1
DESCRIPTION
Final Plan Review Letter
Plan Review #1 Comments from Engineer
Structural Calculations for Plan Review #2
Structural Calculations & Detail for Plan
Review #3
COMMENTS:
EN () VIe ._"_______~~_~~~~_M__""_~""
& ASSOCIATES
CML ENGINEERING
LAND SURVEYING
INCORPORATED
519 South Peabody Street, Suite 22
Port Angeles,Washmgton 98362
(360) 417-0501
Fax (360) 417-0514
E-maIl: zenovlc@olympus.net
January 31, 2003
Mr. Lou Haehnlen
City of Port Angeles Public Works & Utility Department
321 East Fifth Street
Port Angeles, WA 98362
SUBJECT:
Dear Mr. Haehnlen:
I have examined the plans and calculations for the new Peninsula College Student
Services Building for conformance with the structural provisions of the 1997 Uniform
Building Code. Provided the conditions noted below are met and unless there are
outstanding items for which I have not reviewed the plans (Zoning, Parking, Grading,
Drainage or Electrical Permits, I recommend that a permit be issued for the structure.
1. Structural details shall be revised as needed to correct the issue of non-pressure
treated wood in contact with concrete.
2. Special inspections and structural observation required on this project per U.B.C.
Section 1700. Inspection and observation program shall be submitted to the
building official for review and approval prior to issuance of the building permit.
Inspections shall include the following: concrete, reinforcing steel, and welding.
Inspection of welding shall include nondestructive testing where required per U.B.C.
Section 1703. It is noted that items requiring special inspection are to be added to
Sheet S1.0. The architect or engineer shall provide a document concerning special
inspections and structural observations for review and approval by the City of Port
Angeles.
3. Revised plan sheets shall be submitted to the City of Port Angeles so that complete
revised plans may be approved. All design changes to date shall be incorporated
into these plans.
Please call me if you have any further questions on this matter.
Sincerely,
?i~
Enclosure
Fc: IN 02064
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STRUC1nURAl. 2NG~EB~S
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Pennisula College bujldm~ deoanmel1l CQ~
1. Transfer of lateral loads from serond nonr u,lullevu ennditioru to fouadatioD.
In the west and east wing! of the new building, there are discontinuous shear
wJllIs near grids 5,14,16,21, E and T. The base of any shear wall has two forces that are
be1llg transferred: the lateral shear force and the venical overturning force, tension or
compression at the end of ellch wall. The lateral $hClll COlce is tran6ferrcd via the@i_1
dlllphragm to parAllel out.of.plane shear wal1!l The.~c IIncar wallg are out of plane by as u ()'-,
Uluch as S'.o" The vertical overturning force is resolved with holddo"M1S (tension) and
multiple: wall siutb (compression) connected to the beams below. These beams tben
uansfer the load to the columns and down to the foundation. TIle east wing lllleral
analysis is in section 2 of the calcul:ltions. :md the wel;t wing lateral analysis is in sec1ic.'D
6.
2. Clarify discontinuous slu~ar walls, and transfer of lateral forces io the
diaphragm.
See answer to ql1c:!-fioT) # 1 .
',-'
~
_~3. Clarify holdown sizes. __ '
/ {~'-
Holdown forces, i.e. uplift forces, are calculated in seetion 2 and section 6 for the east
and west Wings. The forces are compared to the capacities shown in "Zone Four"
product clSllllogue. which arc leBO Ilppn:JVcd VAlues. In some cases, the dead load of the
stnlcture (multiplied hy 0.9) is srcatcr than the uplift force and holddowns are not
required. Oth~rwi~c, where applicable the deld load leduces the uplift force and thus the
size of the holdown required. In some cases, the minimum dead load is ignored, and the
boldown is sized for the full seismic load
.....--r.--
/', ....---...--Y"
4. Clarify wesl wiog roof diapbra~RL (~15f' f\ ()['JG rJ OJ t1 ~ 1-
The west wing roof diaphragm 19 #2 in pails as ~~ appears adequllte
on my copy oithe d,nwing~. Blocking is rcqum:a of the 112 roof diapht11gm
J!. n.rif~ diaphragm calculatioDs 011 shl:t!t 2.7 with regard to N2 diaphragm n.mllg.
There are two sections of this sheet that may requlrc cxplanation based on this question.
First, in the top half of 6heet, th~r~ J~ a ea.lcul4tfon ~r the second floor dillphrllgm uf th~
Wes\ WinS The #2 diaphragm required was t:rol>lll:d uut & r~ca1culaLoo ubil1g 40' Ilr
diaphragm depth In pluce ufthe 29'. The 40' calcullllion resulted in only Cl #1 diaphragm
being required.
JSecond, the bottom of ~he sheet shows a summary of the di~phragms for the mechamcal
or trapezoidal ponion of the building. A portion of the west side of the roof is designated
as requlnng #2 This wllJ be corrected on the plan S-23 !':r-"'-r---
~~iC '.j 77/1('II,"J>tJ
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Jan. c:.j c:.l)l)j 1 c!.: jbt-'f'l t-'4
/
1\ '("'tariff how lateral loads from lIt)rthern diagonal wall OD the third floor are
transferred tD the fOUDdatioD.
The diagonal north wall o:the third floor sits on a sen~s ofstee) beams which drag the
tater31load to the east to connection 19/5-53. This cOMechon is located at the top of
braced frame #'2. The west-east component of the diagonal force il> taken into braced
fram.: #2, and the north-south component .s taken through the drag beam, mto bnlced
fra.me #4, The overturning forces ~re tran!lferred vi~ holddowns to the steel beams, then
dowlIlhrough the steel columns to the fOWldlltion. Additional holddowns are being
ctdded to the third floor framing plan. _
AI JI, ,-
( V Cl:lrify bow lateral loads are traDsfe~red from SW-3 to Braced Frame #6.
There o.re no forces transferred from SW-3 to braced frame #6.
fI;J Clarify bow the latera) lOAds nre traol&ferred from the shear well, to the steel
~ams.
"
,The, laterallonds are tran&ferred via steel bolt,> or studs Whlc1:'Are shop welded to the
beams. The studs btend through the bottom plate of the shear wall us shown in detail
19/5.50. The! size and spacing of studs is shown in the shear ~al1 schedule on 20/S-41.'
There studs were sized to transfer the maximum capacity of the wall shown in the table
011 20/S-4 L ~ /,
~. Clarify tbe SW-3 wall at grid K OD the first floor. Clarify calculatioD sheet 1.11.
vSW-3 on Grid K is below a senes of 2nd floor beams. See 16/S-41 tor the connection of
typical shear wall under a beam.
,/
( (~)
~ Sheet 2.11 ar.d the drag strut force 0: 10 ic:ips is tor the wall at Odd Y. not Grid K. That
() jonnection is 6/S-54.
/' r)~. Cla~ify how the latcrul rorcc~ arc tuosferrt'd from the dock tOWer to the
\iJuDdahon.
The clock tower is supported laterally by the mam bUlldmg. It IS supported in the north-
south direction by braced frame #3, with torsional forces bemg handled by braced frame
#2 and #4 via the roof diaphragm and north and south dIagonal shear walll> SW-3
The lateral forces for the clock tower are calculated in sectIon 16 of the calculations
ThCM; bcillmLC tlnd Wind foeces added into c41cullllIons In sectIon 13 for the Jatcralloads
of the mechani(,;ll area dIaphragms These forces ?ore analyzed In section 22- UMoment
& Braced Frame" design
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'Inlcr bow Car... gella'a bm.d Cram, N3 (BFI'3) at tb. ..toIld Door b'tweel
g;ic:t J and 4 wbere there is DO diaphragm.
The fon::~ "ein~ tratlsfel'r~d are relativel)' small due the short distuncc fTOm grid 3 to 4.
fhese foreet: lU'\' beif1g tl ansferred by the moment cOMections of the Wl2x I!) Oil the N &
Sends of the atrium.
~. Clarify the 15.1 kip uplift load SbOWD OD s.eet 2.U
This uplift load doe's not include tbe dead weight of the buildmg. Dead weigh~s of the 2nd
and ISI floors are 11.5 kips and 1.3 kips, respectivel) from sheet 5 4 amd 5.5. Note the
1.3 kips only lne1u~& one of the beams (W or E) - O.9.D --15.2 - 0.9.(11.5+1.3) = 3.7
kip&. 3.7 kips it; easily resisted by 4 bolts b'Jried 8" in concrete
~3. Do braced frames ##2, #4. and flS sit 00 II 6" stem wall? Slteet 23.2 sbowl 10" for
braced frame #2.
No, the stem wall is 10" under all fran:ts, and 12" at the elevator pit
v14. Label beams 00 ~rid 14, I" floor.
I .. f\' /
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The beam6 are labeled in the addendum See attached sheet as well.
,{s. Chock cal.oJaIlo. .. 'b. GLB S.I25I12 .t grid Q, 1" Dr. Sbeeq [5.3b 1/ [5.3< -' ~
do aot matcb. .-/"V J ~rl
~~~ PI 01;1/
The beam size IS correct. The sheet 15.3c is an old sheet that was included in the ~v"""
calculations. See the attached replacement sheet. The: beam is; at 85% capacity. ;
~. Ch<<::k ealeulatioll OD 15.11 for point lood&; on lS.3.
Sc:e IS.3d & 15Je for the revised calculation of beam 9, 3ka 9-R.
~. CalcullltioDS sbow the beam from question 16 II! 18" deep while the plan cbows
13.5". Plesse darlty.
. J:..e IS.3d & 15.3e for the revised calculation ot"beam 9, aka 9-R
t' c.9 Clarify how H55 eolumD~ attach to wood beams below.
There is no sItuation where a column lands on beam The typical connection of a wood
bc:oun un top of a !'tccl column is lIhown 011 9/S-41. The typical conl'loction ofa wood
beam to the ,ide of II sted colW1Ul is shown on ISIS-53 Typical connectIOns of multiple
beams to a steel column are shown in the addendum on details 5, 10. IS, and 20lSS S
19. Clarify bow IS extenslODs support .:lulams lit Dortb end or west WiDg.
R'd
rRn~-r.~~'nn?1 ~~y~ T~~n~~n~~~ ~~g~~ , T
dC":Tn C'n ~~ ..lOr
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r
See the addendum and dctails 11, 13 & 14/S-S4 ./
~. Clarify C2lculat(on orbe*m at grid 21, betwcc:n grid~ V & W, 2nd floor, east
wing. Plan ,how S.12SdS, caltulatlons show 6.7S~lS.
Additional calc'Jlations show that S.125x15 works with Cd "" 1.15, but the plan will be
chln~ed lo 6.75x15 See attached
j.' Clarify beam 11 on 14.30 Bnd 14.32.
The beam calc on 14.32 is the worst case of the four beanl$ labeled on 14.30.
~. Locate beam calculations for beams 14 & IS OD 14.30.
n~m 14 i$ analyzed as II. dnlg stnlt with braced frame #5. See attached for copy of beam
15 calculation
czi" Locate beam calculatioD for beam 2 on 14.JO & 14.31.
Beam 3 ....as red.~gneG a~ a continuous span See attached calc and plan revision.
~ Clarify beam 6 on the tblrd Roor ur the mecbaDlcalllrea: sheet 14.8, 14.9, 14.20.
~S be ant \\':'s prevIously revIsed to Include floor loadmg. See attached calculnnons.
~1..rifY lJe~m 4 on tbe tbird Boor of tbr mec:balJkal area: '''I'd 14.8, 14.9. ('
The beam s:i,13 ,hown on 149 was preliminary, hence the 50% shown The final design
was done as part of braced frame #3.
~ Clarify beam 7 Ob the third Roor of the mecbanical area. It does Dot seem to
ittc:l...de a potat lond for beam 6.
TIll!; he:an: WllS prc:vlously reVised to mclude the beam 6 floor loading See attached
calculations.
6. Clarify beam 12 OD the third floor of tbe mecllanical area. It doel Dot seem to
include It point load for beam 6.
Thi:; bCllrl ....aa plCV ously lCVI6<XJ to mclude the DC<1m 6 floor !oudmS' The: final analYlili~
of the bel m was completed in the braced !Tame #4 calcuJaltons. See attached
calculations.
-....
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L Clarify bum Sb 00 the roor or the _b.I,,' .,..
incorrect.
The t..ibuCary areas stern
The beam IS Incorrect b~JI the loads are so lo\U .ile SlZ~ does not change. See a1tached
calculation.
~. Check the tributary a. ell~ on beam 5 of the roof of the mecbaqtcal area.
This be3m is correct Also, the dec;igtl ;" controlled by deflection
~. Verify span I('Dgtbs of roof Joists at mechanical atea.
Addltionalll 7/8""l JVPRO 350 added. See plan revision attached
~. Verify general Dote #2 OD 81.0.
Note '1#2 retnoved Kote #- 1 reference to "City of Seattle" removed as well
h32. Special Inspection and structural observatton required.
Special inspection and ~(r~(uraJ \Jb$~a1ion is r~quil-ed.
vf. \'erif)' brick \'eneer i~ included io the calculations for seismic.
The brick is included
33. Verj(y beam to beam connection.
Sc< 81S-42 ro, the l)P'C" delall ofb""" 10 ..... conneellO' ~
34. Clarify how overturDiug loads at mid~,paD or beanu lire Cransferred to tbe
lou.datioD. Do the rohlRlD caps and brackets transfer the load Into tile eolumD$
then mto tbe foundation?
Yea, the column cap!; and brackets: tran&fer the load into the columns then into the
fO\ll1dation.
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General Timber Beam
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Date' 10'17IW 22 JAN 03
Page 1
.",eo PlQlIQ~nlnlul. "f 4\'I'lO<~ & cIoc.
&. 115.12-0
6125.n
12 000 ,n
GluLarn
Con"'r Spa.,
Left CanUIOl8f
RIgt1t Cllnt,l9vor
DOlAl)las F='r. 24F . VB
Fb Ils,e Allow
Fv Allow
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C.lculaUone alV desi9twd to 1817 NOS and 1991 use RequIrement.
000 It
0.00 It
0.00 It
Sl!ctJon Name
Bellm WIdth
Ileam Deoth
Member Type
8m WI. Ad<led 10 Loed,
L08d Our FBclor
Beam End FU(ltv
Wood Oon5.tv
I TrapezoIdal Loads
111 DL ~ left
OL @ RighI
Summary
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Plr,-Ptn
35 :lOC!let
1500ft
It
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2.400.0 pSI
100 0 p9'
560 0 OSI
1,800 0 k.,
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, (. 7 00 .Ift LL @ Right
46700 tift
700 00 I\llft
MaXimum Shear · 1.5
Allowable
Shear
C3mDer
100 k
123k
Start Ulc
End Loe
0.000 ft
16000 ft
Span" 15 00f1. BMm Width ;; 5.12~:n x Dellltl OJ 1~ n. End, are PiM';n
Max. Stress Ratio C 845 . 1
MaxImum Moment 20 6 k.fi
Allowable :l4 Ii k.t'
Mall POSlllve MOlI'enl 20 Y6k-11 al 7.740 ft
lkIx Np.Q,"ve llADmenI -000k-1! a: 1.5 000 II
Max @ Lell Suppor1 () 00 k-It
Max III Right SUPllOrt 0.00 k-;t
Mall M allcw ;>4,60
fb 2.026 911 1131 Iv
Fb 2,40000 psi Fv
Deflections
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117 k I
517k ,
589k
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e Center 0 :gq an
lID Left 0 00 11n
@ Right U Ul)(.' In
[Stress Calcs .-.--
Bending Anllly'I'
Ck 22 210 Le 0 )00 It
Cv , 000 RI) (, )00
M:.y Momenl
CCenlel'
@ left Suppcrt
@ Rig/II Support
SheM An.1p15
O.,lgn snaOlr
"~tI RoqulreCl
Fv' AI....",bl..
8aIrlnll GI $ uppcots
Mall Ll!ll ReactIOn
MOl. ~Ighl RellctJoo
E 1 . d
To'". L""d
.0 633 In
1.~601t
284 45
l.1l C.ntll.",... .
Deflection
. LtII'Ill~ llOt:O
R'wb( C'oJntilo\'9l'...
Ocflecliel1
~noll\lD."
8M
CI
'2Hloo 11\3
0.000
&l!..B..~
10J BB m3
o :l0 on3
0.00 If13
@ R'ght Supwr
7.59 k
39.922 In2
''1000 pr.,
.0 78 k-ft
000 k-tt
000 k-I\
~ Left Svpport
5119..
30211' '"2
lQO no p~1
'.11 k
S ll~ ~
EMar,rtIl Length Flec'cj
BelIrlnll LenQlh Reo'd
1905-f:2919021
~2u~ rR~n~Onj~S ~~o~~ , T
.Tn:~n ~n ~~ UR~
AftNI
Tobl Load
0.000 11\
00
o 000 '"
0,0
o 000 In
00
.
01 500 102
AIow.>blf' fb
2 400 00 PSi
2.~00.OO pal
2 400.00 p~
1 803 In
2.054 In
is ~L.
P:1JllDl,.:() ~~-tS\
CP,^^^~ ~1O
/
\ E:x15TING
OOILOII'(i .........
\
P~\A~
Pl,Af'j S 1-2-
'CL.Jr."1:>n .1"1'-
IifiiiO.JCl -, T
p
~
.. I . aI
'Qnc: - r:o'~ (-
~I"\::01
_,U~
Jdn.
c..:J c.W.:J
l~. 4111-'['1 1-'11
~'-'
(")
CO
· C\
Uz
22
~b
"z
lfJ~
~~
O~
~ ffi'
z
~t
H~
C/)~
~~
Q2
~
U<
H~
~~
~~
~~
O~
JOB #
2002-006
DATE:
07..Q3-02
R'F'Vl'iP-O'
"'en .. -.1'"
r"" n --, -, II&),....
~ ~ co ,,^,vorr ~1,-'L-
To specit.! your title block on
thoso fivolinor:. uco ttla SEnlNGS
M"ln menu sefectlOn, cl\oou the
'rj,'tln$ & Titlo Blollk tab. lInd ont
yo..r tit'., blaok infotmation.
,,.,,, ~~)t.,o
I..., 1('- ,1f\I)'O~9, Vcr ~G.l 2~1.2002
, .. ,'Q'!.,.~n EHERe~lC E~___l\ll$Cf_
DC$cription 15
r::' --.--.---------.
I GOnGrallnformatlon
--
Gen9ral Tlmb9r 893m
Jdll. c....J c..U<:J...) J.c:.~t:J""'I'1 ,....1.0
Tltll.
Dsgnr:
DeKr.ption :
Job.
Dllto: 11:27AM. 22 JAN 03
Scope:
Page 1
c_ DIlIIOC'~I)"",; ......."..:_
Conlcr Sp:ln
LeI' Can~lever
I\lQht CaneJove:
Douglell F or 2~ F 0 Va
Fb Base A1IoN
F v Allow
Fe Allow
E
Calculallons aro doslonad 10 tlJil NOS and 1991 UBC R~qulr!lIll!nlt
21500 #Ill
/1111
111ft
Ll
LL
lL
0.00 II
000 II
0.00 II
S'i!cbon N8Il\8
eo.m Wldlh
neil~ Depth
l..4emb9r Type
3.1151112.0
3 ~25.n
12.000 iro
GluLetr
i..olld Our. F IctOI
i3ef'T' End FIX/I).
I Full LO....lJth Uniform Load.
--,
Ceper DL
Lef\ Cant.leve r OL
R,g,1 (;Qnbl"'.r DL
SUmmllry
1.000
Pill-Pin
0434 1
6.3 k.ft
1~ 0 k.!t
6 'l7k.fl II
o COk.1! /It
o 00 k.~
000 kon
1500
Iv
Fv
Deftectionc
9.15 It
It
It
,Lu
Lu
. Lu
2.400 0 PSI
~ 90.0 1>$1
560.0 psi
1,800.0 Its,
ImllhQl.!.!
-0133 I"
'1l75/!
611Z 17
~
313.00 /lift
,,,It
111ft
Beam Design OK
MeximJf71 Sheer. 1.5
Allowable
ShEilr
3.1 k
7 f k
257k
2.SH
o 000 In
o .081 In
0.000 In
2.57k
1.S7k
S.,.n~ 9.75ft a88fT\ Width. 3 1~S.n II Llepth. 12 an, End. .re ""n.Pk,
rkx $tres:; Rabo
Ma)/,mLm MomS'll
Allowable
Max r"'S,,.ve W-om~,1
M;l1 1Iloo<).~~",,'..co.....n:
~. @ L~ I Supporl
Ma~ @ "'9hl $upL:o<Yt
Mall M ilHlnlI
Ib 1,003.65 pSI
Fb ,l,400,PO psi
467511
0000 'I
Rc~a'.o"c
82 37 psi
190 00 psi
leI! DL
Right ~L
Camber:
(j) Len
@ Ri(]nl
@Left
~ Cc:nlCr
@. F\agtll
105 k
105 k
M2lc
w'S"
C~ter SP~"... Dead LoIId
D<!a~IIOl\ .() O!'>4 '"
Loc;>aOfl 4875 If
. lCl1(;lhfI)ool1 2.167.9
Cambar (ut-InS f.5 · O.~ Deft I...
@ Cenlllr 0 081 in
@ Laf1 0.000 'n
o RIgl\\ 0 000 In
I $treH Calcs
~
IIImOlng AnIlftlS
C< '7 21(1 L~
Cv 'f OeD Rb
@ Cenle,
@ Left S;YPI)(\It
@ RighI SUPPOI.
Sh.... """.Iyel..
Dee1lln Shear
"reo l'leo""o,o
Fv AIl0.....blE
Be.nnv ~ Support.
Max L.-4t Reachon
Max. R'lIhl RearllOf'
~ t 'd
0000 rt
0.000
Mal 'v1omerol
6.27 h-"
0,00 ~-It
o 00 k~
@ L..:t Support
30'.l k
10 :l~7 ,,,;:
100 00 p",
2 57 k
2:l1k
tRo~-r.2gr~n21
~~UJ tOJn~on~~~ SSO~~ I 1
~/n:~n ~n ?~ uvr
Left ClIntllevoer
Dellectlon
'.enOlNOpn
RllIht Cantilever .
Oe~<:c;loon
I.tng:NDefl
5J\ll 75 000 "'~
CI U 000
~
3' :'7 In3
oeo rf'I3
Oeo'I'3
@ R'ght S...ppon
3 09 ~
16 i:>7 02
190 0(1 ~l>1
8"11""9 L8"gll> Req'd
Beer'flO Le1clh Req'd
Deed LOIll1
o.oeo 'n
00
o 000 In
J,O
o 000 In
0.0
o 000 In
0.0
~
IlnIF/ 37 500 1112
AIrc:-1l1fl II(
2,400 00 psi
2..00.00 PSI
2.~OOoCO pili
1471 In
1 471 en
f{qa
---- ... 4 - ... _ -' . ......" ....~......," ''-' t . I ~'- '..J ( r1/", .1U. .
Jan. d"S dla\:~U 12: 41Pf1 P13
r-
qo
~~
~
- --Uo
~
I~~
/
,
~LD6. Oer>( CO~-r ft i ~
SECOND FLOOR FRAMlNG PLAN -"
SCAU;: 1/8" ;: 1'-0'
P~J~L- PLAt) SJ22
~ t . d
tanG-r.?~r9n?1 ~'u~ T8~n~on~~~ c~o~~ , T
.nT:~n ~n ~~ UR~
,-,,,-,,II 4_ _"--'4_,1 ~"""""l\./'....J. .ll'''-. 1....J
J an. C:.J C:UU.J 1 c: . 4~t-'r'1 t-' 14
fbLOO. O~ CoM~ ~ "":>
To specIfy your tl..o block on
It..as five ll1le6. Ufloe the 9ETTIN1l9
main nMr\U ,election. chooso tho
,..."tlng & Title Block tab, ..,d em
ro"" title block Inform.liore.
~~'~)>.~n v"" ~ , '" 0.. 2002
l<)~ 9/13021' -OllONfRCAlC '_~n 'olt041>r
DescriptIon
:J - no SlIpport
~ GtI n8nl I InformatIon
TllIll.
Dlgnr:
De$~lp(lor1
Joll/r,
Dale' 11 :341.M. Z2 JAN OJ
Swpe.
General Timber 808m
.1...
Caleul;lliocla .,.. delllgned to 1897 NDS IInd 1997 UBC Req...I,..",enta
'.75..1 '-.0
0.00 It
0.00 It
Oooft
Se::llon Nam&
8e..m Wtdl~
B"",",O.wll.
MelT1ber Type
LO<lu Ol:r. FlIClOr
8e.am End Fbt,~
6.750 fl
12ooo:n
.GI...Laln
t COe,
P,/l-P.1
r:;::- -- -----
Lt"!.fuoldal Load. .......-
1:1 01. C L@" 3JrJ 00 ..r.r
01 @ RIOhl JJO on f:I'l
l/Z OL @ Left 203 on filII.
[)(. Ci) RIghI 203 DC. ltItt
$3 DL @ Left 68.00 #If'
DL @ RighI 68.00 IIIIt
I Point LOlJds . - ---
Dead Load 1,200 Olbt lbe
lly. L~ I,SOO OlD. 11>&
.dl!l~nce e 000 r. 0 000 fl
I SUmmary ~----
Cartier Spart
left C,nHISlI81
RoO"1 C'/'Illlell9r
DntlglAS Rr. 24F . va
Fb Base Allow
Fv Allow
J:eAlIow
E
13001t .. .Lu
It .....Lu
It .LlI
2.400 0 pSI
1900~
5IlO 0 PSI
1.800 0 kSI
Sp~n= 13.00ft. Bum W,rllh - I; 760lr )( o.plh a 12.1n. En". are P,n'PIn
Max Stress RallO 0.046 '1
Max.mum Moment 27 5 k."
Allowable 32 . k.f1
Mall pgaihe Moment ~~.47 ".ft 01 7 124 It
MaM NeGat.ve Momol'\1 I) 00 ~.ft ,I 0.000 II
Mas @ LeI! Suppon 0 LV k.ft
~M ~ ~hl Support I) OC k.f\
..... Mallow 32 40
III 2.034 85 p~ Iv
Fb 2.400.CO pSt ~v
Deflectionli
,
LL @ Laft 375 CO 1JIIt S12" Loc o 000 r.
LL @ Rt9hl 37t;OO IJIII End Loe 8.000 ll.
LL Gl Len 37500 .ttr. Sian l..oc 8000 It
LL @ RJgl\t 37500 11Ift Ene! Loe 13 000 t:
LL @ LB1t 313CO Witt SI8rt UIc 0.000 ft
LL @ RIghI 31300 "'" EnlS loe 8000 "
Ill, ,
11)& Ibs Ib~ Iba
Ibs Ibs Ib' Ib, Ibel
o QOLln OOOOft 0.000" 0.000 fI O.OOOft
8..." Dlclgn OK
MaXIMum Sheer' 1.6
A1lowabl~
Sheer.
100 It
154 k
77210.
6.851l
o OOO~
o 260n
o 000.,
(;smller
@Lofl
@Rlght
q,p LOIt
@ CO'ltef
@Rigllt
123 17 PSI
iDe 00 PSI
ReactlOlls
LeftDL
R.ght Dl
772k
B.eSIl
2.86 It
2.SH
Mill(
Mal(
o.ntor Span .. Deed Lo.,q
Danae/.OIl .() . 74 Ir1
. LOCilllon 6552 It
. lengttVDefl 8911 1
Camber (usIng 1 5 . 0 l o.n)
@ Centsr 0 260 '"
@ lClfl 0.000 In
@ RlItlt 0.000 In
L r "d
1906-C29(9021
1 <llar Load
-0 465 in
6552 It
'\1'i A4
elt Cantilever. .
Oeflacl,ort
Lel'\QlhJOefl
RIght c...,IIle_...
Oal1ectfon
.lengtlVOo1l
o 000 In
00
0,000 I"
0.0
o 000 In
0.0
o 000 In
00
1~"~7 b
~'U3 (~~n~~nJ~S ~~O~~ 1 I
~Cl :ao EO 22 U~r
......__ , '" . '- ..'"---,.. '-AI 1 Wuj\.r"-,,
~ I 1'- . .....)
In,',11U.
&-rx; DEPr. (-CJfJ'J"€~ ~ 2~
To specifY vour title block Oft
thelle fiye line" use the SETIINCS
main menu selection, ehOo'e the
Pnntlng & Till. Bloc:lllab, a!1d enl
)"OUr tltlel btock Informetlon.
Rev ~'Oll
:~~:1~~~~R~~~~;I~
Dc:sc:riptton
6 . perp deck
.
aensrallnformlltion
Steel Section: W12X14
Cenll!r ~
left Cant
/otlgntCal'\1
UJ Ul'lOI1IeoCl Lonot'l
I Distributed loads
J an. ~.:, d'~':' l~. 4~t-'r'1
t-'l~
lO\)
Title
Dca"'
Pescrlptlon .
Job.
Dille' 11:58A.M. 22 J"N 01
SCalia'
Steel Beam Design
t"llll
C.lcullltionaB,e cfuienelf to AI!lC 9tll Edition ASD .nd 1'.7 UBC RBqulremOI1t&
Fy
load Duration FaClOr
EI3stlc MccSuluB
6O.00kli
~.OO
29.000 Ol<s'
14.50 ft
OOOft
0.00 II
1000 ft
Plnne4-Plrmtd
8m WI. Added to LOld,
LL & ST Act T 09clher
OL
l.l
ST
Stilt lac:a1lOn
End locarlon
1111
0310
0625
117
U$lng' WtVC14 MetlOn. SP311 = 1. 50fl F~ _ SO Oks,
End Fixlty" Plnned'Plnned, l", .. 10.0Oh LClF.. 1.000
~
7.G45 k.1l
:1M2 ul
0.513 : 1
3.557 k
1.535 kst
0.077 : 1
'500
6ummary
MomBnt
fb . Sending SlreSs
tb/l'b
I
[--'
Shoar
tv Shear SIreS!
tv/Fv
~ & Stress ~mm.ry
1/2
*3
I
tdDumm
Moll. M.. 7.05 ~-"
lAo_, M .
Melt M @ Left
MaN M @ R'ght
Shear @ left 3.88 k
ShNr @ RI~t\t 0 YG k
CBnle, Oefl
Len Cant Den
R'ghl Cant ~eIl
..Query Dell @
-0 185 In
C OOO'n
0.000 ;11
OO~ft
".
116
3.68
076
-OO8S
0.000
0000
0000
ReaClIO'l @ Lon 3.66 1.28 3.66
RMelio~ @ ~ 076 032 0.76
Fa calc'd Del EQ. E2.2. K1./1 .. Cc
I Beam. Malor A.'S,-Y.!:T.> (~19.000.Cb! FVI^ 5. F:>OlIr EQ F1.7
Section Propertl_ W12XU
Ot!pIh " 910,n WQlo"t
Wllflll J 970ln l.lOl
Web Thlc;k 0.200 In I-yy
Flange Thldlne~s 0 225 on S.lO(
Area 4.16 in2 S-yy
IH'd
rRn~-J';>qr.,n;->1
"13
klft
kITt
k/ft
.
It
Beam OK1
8Catic: load Can Govor". 6t"".
Allowable
'3 210 ~~
10 11M hi
MlIx. OelIecllOn
LenglhlOL Dell
Lenglh/(Ol'Ll Oe~)
.0.0115 In
6..467.7 1
2.044.2 : 1
47 &olO k
20.000 lis;
------~
<c.. Thc:3c colurnn, an: Deilld - Live 1.0lI0 pli'lccd as norea _>>
II L.L"ST U. lL "Sf
-4 Ccnter Iil Center ~~ III C.n~
~~ ~
t.n
k.ft
Icoft
DL
~
2.53
1.28
0.32
-OOJ2
0000
0000
0000
-0085 0000 0.000 '1'1
0.000 0.000 0.000 11\
0000 0000 o 000 In
0.000 0.000 o 000 In
J.66 k
0.78 k
141J#II!
88 60 in"
2 38 In4
14676 .113
, lOll ,,,3
I'M
r-Y'!
Rt
4.01!l1n
o 753 In
0.960 In
It/.UJ~
~~U~ ,v~n~~n~~~ cco~~ , T
dJ , !," en ~J 'Ui,,..
.J dfl. "'--' "'-WU-, J. c: . "4,)1-'[') I-' 1 b
~ .DcPT CoMN\€..J'j ~J,'1
TO Speedy yourlltfo bfock 01\
the.. five lines, UA thl! SeTTINGS
main ",-nu selecUon, chocae the
Prlntlns & Tltlo BlOCk tab, and ent
roUt aUe block fnformatfon
ni71e01OO .. .
U... KW.46GU~ V., S t, :$ Oc!.200.
"'863-_2 ENERC"LG f^_~ sO'''''''.
D~riptlon
6 . per allel deck
- ......-----..
Genwallnform8tlon
Steel Section: W12X14
CBnler Span
L~ Canl
RIghI Cant
lu . Ullbraeed Length
I DlsrrtbutlKS Loads
1450 ft
000 II
000 ft
100011
TIlI~
DaCll'lr
DHuiptlon :
Job'
Dat.o: II 67AM, 22 JAN 03
:SCope;
Steel Beam Oe81gn
Calculations ara designed to AlSC tfh Edition ASD .nd 1t187 use Requlrwn.nll
Pinned.P\nlled
am Wl Added to Losea
Ll & ST Act Tagel:"'r
Fy
LOBd CurallOt\ Fedor
Etoollc Mcdill'"
60.001111
1.00
2e.DOO.Okol
-
/I;:
.6
~
LL
ST
Sl:Irt LOC2Ii.ln
E.nc1 Loca~on
l?olnt Loam
Delict LocId
UwL~
ShOItl'Qrm
Loc:a1.on
Summery
1\11
0,062
o 1:!5
4.500
.,
0,750
l,!l30
..~C
#2
U~II'Cl: W12X14 saevon, :Sllan = 14.5011. fy =!l0 OkGI
I End F1l/Iy" P,Med-Ptnnec1. l.u '" 10 DOlt, LOF ;; 1.000
Moment ~.fl
li' III : BenOlng S".S5 7 0/)1 l~
ftll Fb 0.657 : 1
SIIulIr 2.388 k
N ~llOar Sir... 1.002 ".,
""'Fv 0.060;1
lforce 8; Stress Summary
DL
~-1IlIl ~
MaxM+ U.611 k.ft 307
MeK. M -
Max. M @ l8It
Max M @ R,ghI
Shear @ Left 2.39k 0-116
Sheilr (i) Ri,/lt 094 h 038
Cont.r Dell. .0101111 .0037
Left Canl Den C JOOIII 0000
Rlgnl Can' Den o 000 In 0000
Quory Ddl @ (lOOO " 0000
RaaChon @ L~ 2.39 0.86
Ruc\Jon @ Rt 094 0.38
FiI t3lc'd per Ell E2-2. K'lJr > Cc
I tw.Im, ~a(or AJ(1ol. Ur'T > (51(1.000 . Cb I l:vl^ ft . ~b Pel' EQ F1-'
St'd
IAnr.-r.~l1I~n?1
.3
~
117
kilt
WIt
kilt
II
f1
-.
f7
k
k
I<
n
114
u
"3
*6
.,4
#5
Seem OK
StAlic Lo.d Cao GoYern$ 8tnJ&&
AlkMaUtl
132101<.1\
1065S k!ll
MIlll Delledlon
Lengtll/Dl De"
Longthf(DL .lL DlIft)
.0 101 In
.,703.8 : 1
1.7179 1
47.640 Ie
20 000 kSl
<<- These COIl/m,lS ere Ossa "live Load Illaced a6 natod->>
II ll+ST lL LL+ST
1m Ce1I!,er cRl Center ~ ~
8.55 ~.fI
k..ft
k.ft
k-ft
2~ k
~~ k
-0101
C 000
0.000
0,000
239
0614
I
.0101 0000 0000",
o 000 0.000 0.000 In
0000 0000 o 000 In
0_000 0.000 0-000 In
23Q k
094 k
1~.Zbb
~2u~ Tg~n~o~~~~ "O~~ , T
dn~:~n ~n ~~ U~~
'-'''- , '" . '- ......~ -' 4 '-"I' V"'Ul'p....:J. ~ 1 ,"-. l-J
(M^ .'tUa
Jan. ~~ ~~~ l~:44PM Pl7
(;,,~, Def'T Cc~~ *2---0
To 5;leclfy yo"- title block on
lhe$" fiye hn.... ..... ther 8ETnNQs
mel" menu selection. choott the
Pr1rung & 11Uo 810ck l;il), ana enl
'your UUe block If fOllftlltfon.
r~o;II!)lDll
I... ~I'i eMl.... v., ~1I f ~3-Ce'.2'I02
L ;Jlto3 2Ot~ irIEF\C-' I..C EnQlfWtIIl\ ~ftltl'''ft::'
Tlfte
DaD"'"
DesCllptlon :
Job"
Dat.. 12'lllPM, 22 J4N 03
scope ~
Composite Steel Beam
Paoe 1
tv.. 1"11l1l1I OIClO _ 'do=\
[lescrtption
7
I D-;ir;~1
S~cUon Nar'l.
E. ~a", Span
8e8m Spec '1\9
~Cl"lItio". .re de.lgfted ta AISe tlh EdItIon ASO ancI t997 UBC RequItenM"..
WUlC26
13.50C ..
'O,i)O:) ..
Fy
fc
Concrete Oeneily
5O.CO Ul
3.000 00 OSI
145.00 pel
SI:lb Thlc~ ,'14118 ! 500 in
C:x:k Rib Helghl 2 000 ill
'{J1l S~('l\q 1:2 000 I'
f.'lb W,dt" ~ 000 1(\
Rib OnenlallOn Parallel
Beam ~ Sl~b 6\..110 Sidt::t
[P~~d L.oad~----';p~~~n: 75U turitlg)
F IItI S~n Uniform load.
,f' 0.070 WI
..._=2 ._~__
Live Loads ( Opp/lAd ;,'0' 75% ell""")
Fun Spa" Unlftlfm lOMs...
ft, 0 '2~, kilt
.2 , kJ!t
SlUe! O'<lltl&lef 0.750 III
S IUd HelQlll ".000 '"
Bee'll WC1g1':l Added Inllllmelly
Usmo P-~ial ComPOtlM Ac~on
e..s~c Moe!ul", 2&,00000 lull
Plllnt Load....
#1
#12
.
5300 k
UOOk
'050011
8500/1
PoInl Low. ..
t: 1
1/2
9.100 k
2 40:) k
1050011
850011
U511'1!l' W'2)Qe, SPlan" 13.~ SI3!> T~"'k".ss ~ S 000,1', Deck Rib Ht- 2 OOon, Rib SPllC-
Strut Cheeks for Shorl!d & UnshOl'~ Ca<:es .
@ 9OltOm of ~.am ACtu31 =
U"~hOre<: OL Stre:!:! Actual .,
Aeluel Shear Streu ActuGI ~
11,5168 pel
5 670 6 psi
5 344 :I psi
Allowable ..
AlloNabie =
OK Shored & Unshon:d I
12 OOln, Rot! Wldlh- , OOln WI &160 I
33.333.0 pSI OK I
33.333.0 psi OK
20,000.0 P&I OK
A'lOwable ..
Un'holed StrNc Ch4Ck ...
(MdllSQ....,II/Sf";lns) Actual'" 1J,1185 PSI
Mill SlfMSl!opl AC!U31 = 248 2 P'I
Alternate' Unahor&d Stre:!s Chel'k : (Mdl .. Mil) I Sa
Snored .:::oncre'6 Slr~ Cllecll . (MISt.. Mil) I (Slran6:top . n)
Shoar Studs & Shear 't"Bnsfer
A:low:tble ,.
Allowablo ,..
15,83t1,O
3944
45,000.0 pel
1,350 0 pei
36.000.0 psi
1,350 0 P91
OK
OK
Aclual" 511ac. $ por 112 ~am spun
Slud CapacIty 11.50 k Vh m'n 4781 ..
Total reQ'tl 11: Span 5 sluds vn Ql 1(10% ,~, 25k Vh Utod Dr 50..
'''"8 1 frQln 0000 II \0 3480lt . U;o :t SIuda
Zon. 2 from 3.480 II 10 6,960 .. U.. 2 eluds
Zone 3 from 6.960 ft to 10,440 It . Use 1 "ud.
('ens 4 from 10440 ft Ie 11480ft . UIiO 1 stud s
Zc". " from 1'.AGO It to 12480 " , Use 2 oludo
Zone 6 from 124aO n III 13500ft ,Uae 2 stUdS
1~.1-\
oz'''''
rAnF.-r.~~r!'ln7'
~,u~ re~n~~n~~~ sso~~ , T
~~~:~n ~n ~~ U&~
.J dl I. c.....J .::.UtJ...J J. c::. . ....'-1..1.1 i' J. tS
-...----.....-- -...---
~. ~ Co~~
To speclfy your Iltl. block on
thue fiv. lines, ule the SETlINOS
maIn mflflu 'election. dloo&e tho
Printing & TIUe Block tab. end en,
)'OlIr titlo block 'nformabon.
1I\I1II' 5651(0 .
U<ct I(VJ~ Va SC I.~:t 2002
(~)llle3-20C2 'NEACAl.C iIIll"'......... Sott...r.
tf1-7
r.es. :
Dagnr'
DMer.phon :
Jobf
Date: 12 05PM. 22 JAN 03
Scope '
Description 12
Steel Beam Design
Gen.ra! Information
Steet 8ecUon: W10X22
Cc:ntar Spin 18.:)0 It
Loft cant 0.00 It
RI~ Canl 0.00 It
L\J Unb'llc;ed Lerl911 13 25 fI
[Distributed Lo.d5
'1 112
Dl 0.200
It. ',163
ST
Stan LocaOon
End Location 111.000 1a 000
L PoInt loads
., "2
Dead Loaa 0.'00
live Load Or.SO
51\ort Term
Loc;eaon 5000
Pinned. PInned
Bm Wt Added to Load,
U. & ST Act 70gether
Calcutationa Ire do.iQnad to AIle lith Edltlon ASD InCl '"7 use Req..iremenl'
F:y SO OOk5l
Load Duration Factur 1 00
:Jastic. Modulus Z9,OOO Oks!
j113
I,.
-:i
Ie
i
tiT
kin
kin
lift
II
ft
i
47
1\
l(
l(
II
1:3
'4
_5
-6
l Summary t
lklll9 WIOX22 aecto<l. S;>an = 18.0011 Fy.:IU ~
End FixIty" Plnned.Pinned. Lu ~ 13 25ft. LOF = 1 000
~
18 059 k-ft
i 339 kSl
0.6011"
, 152 x
I 701 k',
0.085 : ,
Beam OK
SIalic Load CISO Governl St,...,
MMIen'
Ib : Bendlnq Slt$lir;
lb I Fb
AlIo..atJle
29 706 x~
15361 xe.
SIIl!ar
tv ' SMa. SII'P.'J'
""Fv
48818 k
20.000 kd
Max ~cOorl
LengthlOl DeR
Le<lQIhI(DL "LL Del)
-0 309 '"
1 258 5 ' 1
69Bl . 1
I Force & Stress Summary
~
~
Mall M .. 18.06 k-ft
Mllll.M-
MP. M @ Lefl
Max. M @ Right
SlIoar @ taft
Snoar ll>> Rioht
Cef1l9rDfJtI
Le1t Canl Dcll
RighI Cant ::lefI
Query ~" @
ReactIOn al LAft 4 1 ~ 2.20 '1.15
ReactiOn 0 Rt 373 2 11 3.73
Fa caIe'd Del EQ :2-2. K"IJ. > Cc
I Beam '-1aior Ax~ :At> /510 000 "Cb I Fyl".5 F!I ~er EQ F1.7
IBeam Meier Axis F:>wEc Fl-i, FbI: 12.000 Cb A''''" d)
DL
~
10.02
<<- Thf'ee COIUM:'l~ life Ooad .. lAve load plilc:.ed IS note1i _>>
LL It+5T U. LL.ST
ftll eel'lo[ ~!!. ..il.CIIll1. I&l earn..
18.06 x.1t
k.1t
~.ft
lI.n
.. 15 k 2.29 41:1
:JT]l( , 11 37J
.(J 30Qln -0.172 ~309
O.OOOIfl 0000 0000
0.000 'n 0.000 0.000
0000 ft o 000 0.000
k
k
.0.309 0.000 o 000 on
0000 0.000 o 000 In
lJ 000 (;000 0.000 It1
0000 0000 0.000 10
.. 15 k
373 k
.'~.u
l~'d
1806-C2S(SO~J
~2U3 1.Jn~on~~S ~~o~~ 1 I
d9~:,~ ~O ~2 uer
~. 0EPf. C-0lv\fv'\~ ~'l5&
To specify your tltllJ block on
the.. 'lyo IIn... IIU the 8fntN03
main menu se'-cCion, chooae the
PrInting & Title BIoc:t 1M, and onl
your litle bl~" Information.
c.t, 100
u... ^,~'l:!~S8 \/.. ~. 1 2Ul(I.):lO~
(e 1!18l-200H. IIRCAlc e " $01'_.
................ "- .............."........,, ............"1,--', "11'-. 1--'
Descrtptlon
Sb- R
In..... 11U.
. ....-- -- --,-
Title'
D8gnr:
Descrlptoon .
SCDPe :
General Timber Beam
Jan. 2~ 2~~~ 12:4SPM P19
Job.
Date. 12:21P"". 22JANOJ
U2lhlaa
G~,".ra' Information
C.'lOulatlonl M. dIIe/gnect to 1..7 NDS &"eI 'WT use Requlletnent.ll
fTr~ozoldaii~:lds
.1 DL @ Left
Ol C RIQhI
r Summary ~
Sp.an" B.OOf!. 8earI Wldlll " 5 1250" I( Doptn" 9.11\ E~ 111'0 PIn.p."
Max StreBB Rntio 0.Z8C . 1
MaXimum Moment 4.S k-41
Allowable 15.9 k..ft
Max F'oaJUve Moment , 52 ~.ft 81 l1GO It
11431( N9Q~tl\lll Mom.nt .(l,00 k.ft ., 8.000 ft
M31l @ Le'l Support 0 OC ~.ft
MIl. (!l RIght S:Jppott 0.00 k.f:
M3. MallOW '5 91
fb 783.S1 pAl Iv
FtJ 2 760 00 P" Fv
Deflections
!ll!e1lon Name
Bean1Wldth
B4lilm Deplh
Memb41t T YIIe
Load Cur F8CtOl
88am End FllcflV
51251.,
9.000 In
GIlL$n
11~
"'"-P11l
CMter Spsn
Left Can"1eIIer
Rlglll CG~dl/!ver
Douglas Fir. 24F . ve
F::> fI~'e Allow
F:vAIIOIII
Foe AllOw
E
&OOn
"
II
.. .w
...Lu
. ..I.&J
0.00 II
0.00 It
0.00 It
200 00 #1ft
31300 11/:\
)
Cenler Span.. ael LO:lIt
Dokollor. -0 042 m
. LoCll~ 4.03211
..LcllgthlOe/l 2 27S 8
Camber I ueln" 1.5. D.l Deft)...
Cl Center 0.06111\
@ Lift 0.000 I~
@ Rl9/I1 0.000 In
I Stress C.IC5
BondIn" An.lpt.
c~ ~0.711 L.
ev 1000 Rb
OCcnlicr
@ Lefl Suppat
~ Righi Support
SI1ear ~.
Design Sn.ar
A~a RequU9d
I'v: Allowable
Bearing ~ Suppona
Me. L.n ReacMn
Ma. RighI ReactIon
O.!Y.lO It
0.000
Mal< Momcm
4.52 II-II
o 00 "-II
o CO l(.tI
Cl Lell Support
":;4 k
t~ 072 1"2
21850 pel
20llk
212 k
~Z'cI
1906-1:29(9021
2.l00 0 pe;
190.0 psi
560 0 pa,
1.800011&1
LL @ Left
LL @ Riglll
240 00 .."
37600 11ft
Stert Loa
End lDc
Maximum Snear . 1.5
Allowable
ShGiIt.
Climber:
@Lwll
C Righi
CD Left
@ Center
@R~I
52 55 pili
218 SO pili
ReaCl10ns
L..afl Dt.
Right OL
Mll~
Mil.
ODS k
110 k
lotlll LOJ
.O.OIlJ on
4.032lt
1.0R99
ntll_. .
Deftedlon
...LllftglhlOell
,.Ieht Cantllevor..
Donec1ion
. lenglll/Oefl
ad LOII!1
o 000 In
0.0
0.000 In
0.0
0.000 ft
6.000 f1
aeam Deslan OK
29 k
10.1 II
2.09k
2.42k
O.OOOln
0.oe311l
0.000 In
2.0I!l"
2.42 k
~.!.Q.4It
0.000 III
0.0
0000 in
00
$xx 69 1ee It\3 Area 411125 In2
a O.OOC
~ ~II~
19 54 on3 2.760.00 pol
u 0',) 1l1~ 2.760 00 psi
0001113 2700.00 p31
@ qlglll Suppon
280 k
13204 ,n2 r
216 SO p"
Bearing lenOth RllCl'd o 728 In
Dearfllg lengltl ReQ'd o 1144 In
J>>U3 rRJn~~nJ~S ..OJ~ , I
)
I~.~
clS2:20 CO ?? uvr
..........',.. . - .....L--'.'-".. .....'-'.'I~--'I ..,'-. I -.J I nf"\ I..U. .
J dn. ",.,:, ,d::JU":' 1 '" . 4::>~r'1 ~~12l
-.-.--- -- -
~
ROOF FRAMING p~
SCALE 1/0. - 1'-0"
(?JJ6 Ot.{7\. Cbf'/'N\eNT #';0
? AR::r1A L PLAr-j S -7-- "!:>
" ,
~2'd
tBOS-C~9(9021 J~U3 tDJn~onJ~S ~~OJ~ 1 I
dZECZO ~o 22 uvr
'-'__.... . _ 6./................, .......VI".........), ".1....... I",,)
Jan. ~.;, ~tltl.;, l~.<.lbr'I.l t-'~l
e:t..D5. DePT. ~NT ~ 'f-"J1...
,,;:...
. CONCRETE CONSTRUCTION.
PRECAST CONCRETE ERECTION,
MASON~Y CONSTRUCTION,
STRUCTURAl STEEL cA8RICATION AND ERECTION (INCLUDING FIELD waOING
AND HIGH-STRENGTH FIELD BOLTING),
STRUCTURAL STEEl STUD WALLS (INCLUDING FIELD WELDING)
EXPANSION BOLTS AND THREADED EXPANSION INSERTS,
OR/liED AND EPOXIED 80l T5. RODS AND ANCHORS.
AND AUGERCAST PILE INSTALLATION, CAISSON INSTALLATION OR CRIVEN PILE
INST ALlA lION
SHM.L BE SUPERVISED IN ACCORDANCE WITH SECTION 108 ANC SEcnON 1701
OF THE UNIFORM BUilDING CODE AND THE PROJECT SPECIFICATIONS BY A
QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT THE ARCHITECT
AND STRUCTURAL. ENGINEER SHALL BE FURNISHGO WITH COPIES OF ALL
INSPECTION REPORTS AND rEST RESUl T8.
'-------"..
Aoo\-r,o,..) Tt) S\.O
&
tAnR-r.?~(~n?, ~~u~ TR~~~On~.R ~~Q~~ , T
d~~:?n ~n ~~ URr
,
'., . HP Officelet
Personal Printer/Fax/Copier/Scanner
Fax History Report for
Zenovic
(360) 417-0514
Ian 23 2003 11: 34am
Last Fax
~ Ii1rut
~
Identification
Duration ~ Result
Ian 23 11:20am Received
13:04
21
OK
Result:
OK - black and white fax
OK color - color fax
\lJJ
I.L. G R 0 S S
STRUCI1JRAL ENGINEERS
TRANSMITTAL
To'
Zenovic & Associates, Inc.
360-417-0514
WE ARE SENDING' 8 P~.s IOTA '-
Contenls
o Prints
o Shop Drawings
o Originals
rn Calculations
o Olher'
v,s:
C!l Fax
o Courier
o Mad
o Other
Attn'
Tracy Gudgel
project
Peninsula CC student Services
Project No
Dale
1/29/03
Dcscripllon
(7) pages of calculations for corner columns including applied moment
Calculations are for the corner column on the West Wing of the Peninsula
Community College Student Services Center. The column supports two
cantilevered HSS sections with moment connections and two Glu-Lam
Beams with typical buckets.
Remarks
Details 13&14 on sheet 55..4 have also,been amended to show the exact length
the HSSJ:x7x1/2 section, and now have a ~/." thick splice plate between the two
column sections.
I hope these calculations clarify & explain the original desl~lease feel free
to contact us if there is anything else you need.
CopIes /0
By
Mark Speidel
-~------~--------
207Y. Fltsl Avenue Soulh Sle 250
Seallle, Washington 98104
(208) 823-0709 Fill< (2081823.9081
joq
\!liJ
Y.L. G R 0 S S
STRUCTIJRAL ENGINEERS
TRANSMITTAL
To'
Zenovic & Associates, Inc.
360-417-0514
WE ARE SENDING
8 p~ s IO-r,Al-.
ProJeel:
Peninsula CC student Services
Contents'
o Prints
o ShOp Drawings
o OnglOals
[lIJ Calculatlons
o Other
VIa'
Q!l Fax
o Couner
o Mail
o Other
Attn:
Tracy Gudgel
Project No
Date: 1/29/03
Descflptloo'
(7) pages of calculations for corner columns including applied moment
Calculations are for the corner column on the West Wing of the Peninsula
Community College Student Services Center. The column supports two
cantilevered HSS sections with moment connections and two Glu-Lam
Beams with typical buckets.
Remarks:
Details 13&14 on sheet 85.4 have also been amended to show the exact length
the HSS 7x7x1/2 section, and now have a ';." thick splice plate between the two
column sections.
I hope these calculations clarif)' & explain the original design, please feel free
tc? contact us if there is anything else you need.
CopIes 10
~---- _._------------+- -------
By
Mark Speidel
20T'/. First Avenue South Sle 2:10
5eattle. WashIngton 98104
(206) 623'()169 Fu. (206) 623.9081
@
I. L. GROSS
STRUCTURAL ENGINEERS
3 - t> c:: c> -(2... N ~ P- !:=_!'~.x..lt.Y:T-
"J, ~,I( $(;1 S "", C--
- ,-- - 1H, A-fr! - B _ -.J ~ 1:;;1 (...0-4-1> (~
{t-- ~-:~\J,---\t-~_~~~_ ~~~J::~ (1'
~[ fl'
// / /
:A -- - -- - .,(. , I ,1 ' / ~ ~ _ .~~
/\P? '1 - / ~://"
, r/ -- -:-1:' /' _,;:l/
My '7 Y /
/... - - J' /
'rf v . (
j ~
Of
fLJ ~~".
'g :::- q 51<.. -(,,-,..~
\ t YI7~'-c...
1 ,,61(r.f.( I. eJ-t F.~
'K,. = IB.a I'( $' '7.2'< DL
,,3,~ (.. 11.{.I(t-L.
Q 3,5/(' !Of<
COLvl1AN L()4-t)~ - TOTAL L-OADS -TO? CcJc... SEer/oN
.- _-.'fto___.
---
[c.,l-
l~iU
Vt...=- '1.!J+7.').t ],{,I< .:: 'f,6,1< XIII.(:: ""6'1
!.-t.... 4,'tt/l,G t~.7K r Itt'k leI,?: ~"I"3fr
:ra.:: "3.51(-
I-
f
,r,
y-y/vt (}..ffJ ~ 7.i!><1Y,' ~'- 'f ",~l<rlJ11t i~5l(Y/~f,a.
/~,6"'O(.."t 17,4k((.. r5','2.5'<'fu.
X -?c 1-1~1'!. ".f] 12' ~c.. of- If.;,.'( 11' '- Co. 1/,6 I( ,2' Eq,
........_--_...~
C.O t.. He. ~11vt" 1h I
:: Cf, (p i{ I D (... -r I 4 . ~ k ( (...l- 't' '3. (j kIt: Q.
H5S 7 X /Jf ~ If t::CJt.- 0 k.
-.J x '7 [5, T.s C en, U M AJ L.-O A t?1. v,,:~_______ .___
~nU~T TIn.J.. JOEl NO
VClJ
nAn:
(,.Ie (' !::-_ (J {c.. 'f.; ( 1\I~_12
"fW.lEt,
ft+rJ
Ol~I('N
[I]
-~ - --- -- -- ---- --- - -- - - ---- - -- ----- ._---~-----~-
em NT
CHEn:
"IlD:r
207 J /2 J\nt A~n... South Swl< ~
~.llk_ 'oslJm<<tOD 911104
(Z06) 6Z3-0769 (lu) 6Z3-9OI11
~
\!J
1. L. GROSS
STRUCTURAL ENGINEERS
C-01l- N-E R- COt- u,,^ N
L-01AJ-& (L 5: E C- T ( O-N
1'- -------')
I--~ &.L~4-i
<- -~.;: -
.l , _, ~'+.[-:_
I ~
--==:::: ::-1
1t"} .5$ d.
~. ~r
t.Jt
H
}
?.;:: 17> bK DC-
I '1 'f 1--'-
?I?k" t:Q
M)()c
f'J11 _~ 1-
- I( I
= C?, C. 1(' -(".'1l(..~r'):'5,~1( DL
,~.C(k' - (8 -'i..."J.. 8 05'" L- '"
3. &,'(. -(/:b ~o'l') ~ ?.8,lf~
C OL If.: 8 '
~------
My,. '= (Uoe'" -(II4.,~,():" ~.41t/. D I.-
'7141c(_(IO"~.)' 101<<1 Ll-
5,25'<' -(tt,c:'}8"); ".)1(' EG(
us. f /-.I ~.5 &)(, 1C 3;e '( C-OL lJ-pl-JV
~Hf FT nfl.
Jon NO
DAn:
PROJECT
>>C>J"~
I 7~ I
lUt.NT
lifEr K
:Dll2n'
201 J /2 I\nt A..nu< South SIn'" 2!lO
SnIU.. ,..I,,"Clan 98104
f206) 6Z1-0769 (ru) 6~J-!jt16J
--~~----_.-----_._--
v
x
x
950ft
y
~MX Top DlR96, ll"14 4, STc3 6 k-n
~MYTOP Olcl0 8, LLc17 4 STc5 2 k-fl
~/~
r!... , X L. GROSS
l"'"Ci- S~ Ilnpoeen
I.L Gross Structural Engineers
207 1/2 First Ave South
Suite 250
Seattle. Wa
(206}623-o769
Rev 560100
User KW.0602656. Ver 5 61. 25-Ocl.2002
(c)1983.2002 (NERCALC Enomcenno ~
Title:
Dsgnr:
Description:
Steel Column
Scope :
Description
Job'
Dale: 3 49PM, 29 JAN 03
Heavy Loaded Steel Column WI MOMENT ABSORBED - Top Section
c Iec551oroJeClslDcc bklQ d ecwClllculali0l\5
TS7X7X1/2
General Information
Steel Section
Calculations are designed to A1SC 9th Edition ASD and 1997 UBC Requirements
Fy
Durallon Factor
Elastic Modulus
X-X Unbraced
V-V Unbraced
Column HelQht 1.500 ft
End Fixity Pin-Pin
Live & Short Term Loads Combined
I loads
Axial Load...
Dead Load
LIve Load
Short Term Load
I Applied Moments
15.60 k
19.00 k
3.50 k
SO.OO ksi
1.330
29,000.00 kSI
8.500 ft
8 500 ft
Ecc for x-x Axis Moments
Ecc. for V-V Axis Moments
x-X Sldesway :
V-V Sldesway:
Restrained
Restramed
Kxx
Kyy
1.000
1000
I
o 000 in
o 000 in
~
960
I
X-X Axis Moments
At TOP
BelWeen Ends
At BOTTOM
V-V Axis Moments
Al TOP
BelWeen Ends
Al BOTTOM
I Summary I Column Design OK
Sechon: TS7X7X1/2, Height = 1.5Oft, AxIal Loads: Dl = 15.60. Ll = 19.00, ST = 350k. Ecc = OOOOin
Un braced Lengths: X-X = 850ft. V-V = 8.50ft
Combmed Stress Ratios ~ Live DL + lL DL + ST + elL If Chosenl
AISC Formula H1 - 1
AISC Formula H1 . 2
AISC Formula H1 - 3 0.3860 05853 09713 0.8486
....!:L --E-
14.40 3.60 k-ft ...llillilhL
k-ft 0.000 ft
k-ft
....!:L --E-
17.40 5.25 k-ft HelQhl
k-ft o 000 ft
k-ft
~
10.80
xx Axis: Fa calc'd per EQ. E2.1. K'Llr < Cc
YY Axis: Fa calc'd per Ea. E2.1. K.Ltr< Cc
I Stresses
Allowable & Actual Stresses
Fa: Allowable
fa Actual
~(L
25.96 ksi
1.26 kSI
Fb.)()( Allow [F3 1]
fb xx Actual
30 00 ksr
4 77 hr
Fb yy Allow [F3 11
lb yy Actual
1-~-IYSiS Values
Fex DL +LL
F'ey . DL +LL
F'ex DL+lL+ST
Fey DL+LL+ST
Max X-X AxiS Deflecllon
30 00 ksr
5 36 kSI
,
Live DL + LL UL + Short
25 96 ksl 25 96 kSI 34 53 kSI
1.53 kSI 2.79 kSI 3 07 ksl
30 00 ksl 30.00 kSI 39 90 ksl
715 kSI 11.91 kSI 1370 kSI
30 00 ksi 30 00 kSI 39 90 ksl
6 64 kSI 1400 kSI 1661 kSI
--------------.
97.926 pSI
97,926 pSI
130,242 PSI
130.242 pSI
-0 003 In at
Cm x DL+LL 060
Cm y DL+lL 060
Cm x DL+LL+ST 0.60
Cmy DL'LL+ST 060
0670 It Max V-V AxiS Deflection
Cb.x UL +LL
Cb y DL+LL
Cb'x DL +LL +ST
Cb y DL +LL <-ST
.0 003 III at
,
1 UO
100
1.00
100
o 670 ft
'VLl
T!.. , Y.Lo GROSS
l"&~ Srl'UC.rIII"llI Bn~...
I.L. Gross Structural Engineers
207 1/2 First Ave South
Suite 250
Seattle, Wa
(206)623-0769
Title.
Dsgnr:
Description:
Job #
Date: 349PM, 29 JAN 03
Scope:
/leY 560100
User KW-0602858. Ver 5 6 1 2S-Oc1.2002
(c)I983-2002 ENERCALC EIlg,.ee.1l\l SoIlware
Steel Column
c'\ec55\proJlI!Cts\pct" hlrfg d pcwCaIr:uJaflons
Description
Heavy Loaded Steel Column WI MOMENT ABSORBED - Top Section
~ection Properties
Depth
Width
Thickness
TS7X7X1/2
7.00 In
7.000 in
0.500 in
Weight
Atea
,
42.12 111ft I-xx 84.60 in4
1240 In2 I-yy 84.60 in4
S-xx 24 171 1n3
S-yy 24.171In3
r-xx 2.612 In
r-yy 2.612 In
I
I Sketch & Diagram
Ax" DL. 15 6k
AlJal LL ;; 19k
Ad"ST.35fl
l!>fl
y
Itl. My. rD. Dl'IO e. u.n 4. sr.Uft._
(51 ... Top. OL..... LL-14..4, 5t..1...."
9S
,1 , I.L. GROSS
l""l:i... SuuC!a.val E.n&lAe~I'''
I.L Gross Structural Engineers
207 1/2 First Ave South
Suite 250
Seattle, Wa
(206)623~769
1
User KW.Q6028S8 Vet 5 61. 25.()ct.2002
(c)I983-2002 ENERCAlC Englneering Software
Title :
Dsgnr:
Description:
Job'
Date: 3 49PM. 29 JAN 03
Scope:
Steel Column
c1ec5~\prOjec1slOCC bldg d eew-Calculabons
Description
Heavy loaded Steel Column WI MOMENT ABSORBED -lower Section
HSS6X6X3I8
General Information
Calculattons are desIgned to A1SC 9th Edition ASD and 1991 UBC Requirements
Steel Section
Fy
Duration Factor
Elasbc Modulus
X-X Unbraced
y - Y Unbraced
Column Height 6 000 ft
End Fixity Fix-Pin
live & Short Term Loads Combined
I Loads
Axial Load...
Dead Load
Live Load
Short Term Load
~pplied Moments
15.60 k
19.00 k
3.50 k
x-x Axis Moments
At TOP
Between Ends
At BOTTOM
y.y Axis Moments
At TOP
Between Ends
At BOTTOM
.J!L
530
...QL
3.40
50.00 ksi
1.330
29,000.00 ksl
6.000 ft
8 000 ft
X-X Sldesway :
y - Y Sldesway .
Restrained
Restrained
Kxx
Kyy
1.000
1.000
I
Ecc. for X-X Axis Moments
Ecc for V-Y Axis Moments
o 000 In
0.000 in
...1L ...E..
8.50 2.80 k-ft ....I:imJL
k-ft 0.000 ft
k.ft
...1L ~
1000 220 k-ft HelQht
k-ft 0.000 ft
k-ft
I
I
Column Design OK
DL = 15.60, LL = 19.00, ST = 3.50k, Ecc." O.OOOin
Summary I
Section: HSS6X6X3I6, Height = 6.00ft, Axial Loads
Unbraced lengths' X-X = 800ft, V-V = 600ft
Combined Stress Ratios Dead
AISC Formula H1 - 1
AISC formula H1 - 2
AISC Formula H1 - 3 0.3449
~
DL + LL
0.5281
o 9765
DL + ST + ILL If Chosen)
0.6602
0.8835
xx Axis: Fa calcod per EQ. E2.1, K'Ur < Cc
yy Axis: Fa calc'd Der Ea, E2.1, K'Ur < Cc
I Stresses
Allowable & Actual Stresses
Fa Allowable
fa . Actual
~
25 54 ksl
2.06 ksi
Fb:xx : Allow [F1-6]
Fb.xx . Allow [F1.7] & [F1-8]
fb xx Actual
30 00 kSI
30 00 ksl
4 83 kSI
Fb yy Allow [F1-6]
Fb yy Allow [Fl-7] & [Fl-8]
fb yy Actual
I Analysis Values .------
30 00 ks.
30 00 kSI
310 kSI
F'ex DL +Ll
F'ey . DL ill
F'cx OL +LL +ST
F'ey DL+Ll+ST
Max X-X AxiS Deflection
84,438 pSI
84.438 pSI
112,302 psi
112,302 psi
-0 059 In at
Cm x DL+LL 040
Cm y DL+LL 040
Cm'x DL.. LL +ST 0 40
Cm y DL+LL+ST 040
5333 It Max V.V AxiS Dcflccllon
100
1.00
1.00
100
5 333 ft
,
.J.!YiL DL + LL OL + Short
25 54 ksi 25.54 ksl 33.97 ksi
2.51 ksi 4.56 kSI 5 03 ksi
30 00 ksi 30.00 kSI 39 90 ksl
30 00 kSI 30 00 kSI 39 90 ksl
7 75 kSI 12.58 kSI 1513 kSI
30 00 kSI 30.00 ksa 39.90 kSI
30 00 ksi 30 00 kSI 39 90 kSI
911 ksl 1221 kSI 14 22 kSI
Cb.x DL +LL
Cb y DL +LL
Cb x DL +LL +ST
Cb y DL+LL+ST
-0 0561n at
,
\./0
-- I' I.L.. GROSS
~ J~ SauctualEnftU'ea1'll
l~
I.L. Gross Structural Engineers
207 1/2 First Ave South
Suite 250
Soattlo, Wa
(206)623-0769
Title:
Dsgnr:
Descnption
Job II
Date: 3.49PM. 29 JAN 03
. .
Scope :
Steel Column
e IAeSS\pmjPCl<\pa hid!! d ecwc..lcuIOl,on.
Description
Heavy Loaded Steel Column WI MOMENT ABSORBED - Lower Section
I Section Properties
Depth
Width
Web Thick
Flange Thickness
HSS6X6X3/8
I Sketch & Diagram
I
25.75 #1ft I-xx 39.50104
7.58 in2 l-yy 39 50ln4
o 000 in S-xx 13.167103
S-yy 13.1671n3
r-xx 2.283 In
r-yy 2.283 In
1
600ln
6 000 In
0.349 10
o 349 in
Weight
Area
Rt
""IoIDL= 1S5k
_ll=t9k
Al'''ST.3~
+
(I) My-Top: Dl-"..lL-1O, ST02.2Ml
(S). Mx:rop . IlL-SI.lL.. s. ST-U..ct
\?7
,HP Officelet
Personal Printer/Fax/Copier/Scanner
Fax History Report for
Zenovic
(360) 417-0514
lan 29 2003 4:20pm
Last Fax
Date Time ~
lan 29 4: 17pm Received
Identification
Duration ~ Result
3:06 8 OK
206 623 9081
Result:
OK - black and white fax
OK color - color fax
,
I!JJ
I.L. ORO S S
STRUCIlJRAL ENGINEERS
PROJECT MEMORANDUM
Date'
January 31, 2003
From.
Mark Speidel
I.L. Gross Structural Engineers
Post-it"' Fax Note 7671 Data y~ P~8hs'" ";r
To ;Z f.).JC ( '- As;, From At,44- k
Co IOept Co. L ,..
\12.Ac..y 6tuD~{:t.. r.. ba.<,,()tS
PhonON () .'117'CJ~1 Phone # A"6''-2.~.C?, ~
Fa>< # 3' () . J(( 7- 05(1( Fax # ~D' . ,,~)- "81
To:
Tracy Gudgel
Zenovic & Associates
Re: PCC Structural Design Comments
Dear Mr. Gudgel,
I am writing this letter to clear up any final confusion regarding the design of our moment
absorbing tube steel columns at the 'west wing' of the Peninsula Community College
Student Services Center. as per question #1 of the plan review notes. The controlling
design for the column eXists at the comer conditions because they have an applied
moment along both the 'x' and 'y' axis of the column, and only simple Glu-Lams with
bucket connections to resist this moment. Conversely, the center or 'internal' column
has a higher applied moment in the longitudinal direction, but has both a steel beam
continuing on past it in that direction to resist and disperse this moment, and has no
applied moment in the transverse direction.
The HSS 14x6x3/8 sections cantilevering from the column to support the beams at the
edge of the second floor have been upsized for architectural reasons from an 6x6 to a
14x6 size member. Consequently, the worst case beam IS only stressed to
approximately 33% of its capacity by the applied loading. These members are
connected to the 7x7 section of the column with CJP welds at both the top and bottom
plates, along with continuous 3/16" welds (-2 78ksi capacity) along the Sides for shear
and stability purposes (see the attached detail for welds and locations). The strength
provided by these welds IS more than adequate to transfer the applied moments from the
cantilevered HSS sections into the column below.
207 Y. First Ave South Sulle 250
Seatlle, WA
(206)62J-0769 fax (206)623-9081
TI , I.L. GROSS
l U_ s~~ e"Rtnee-rl
I.L. Gross Structural Engineers
207 1/2 First Ave South
Suite 250
Seattle, Wa
(206)623-0769
Title:
Dsgnr:
Description :
Scope:
Description
Rev S60100
User' KW 0602858. Ver ~ 8 1. 25.()c1 2002
(c)1983.2lJ02 FNI'RCAI C Englf\PP(ong !;onw.ore
Job#
Date: 1006AM. 31 JAN 03
Steel Beam Design
cantilever support TS beam
General Information
Steel Section: HSS14X6X3/8
Center Span
Left Cant.
Righi Cant
Lu . Unbraced Length
I Distributed Loads
Calculations are designed to A1SC 9th Edition ASD and 1997 UBC Requirements
3.00 ft
OOOtt
0.00 It
0.00 ft
Fixed-Free
8m Wt Added to Loads
LL & 8T Act Togelher
Fy
Load Duration Faclor
Elastic Modulus
46.00ksi
133
29,OOOOksl
I
#7
kIlt
klft
klft
ft
ft
I
#7
k
k
k
ft
DL
LL
5T
Start Location
End Locallon
! Point Loads
#1
0065
0090
3000
#2
#3
#4
#5
#6
Dead Load
live Load
Short Term
Locallon
Summary
# 1
5400
7.000
3.600
3.000
Momenl
fb : Bending Stress
fb I Fb
Shear
fv Shear SlreSl
fv I Fv
#2
#3
#4
#5
#6
Beam OK
Static Load Case Governs Stress
-38 10 -48 90
1300 16.60
12.40 1600
-0021 -0.027 0.000
0000 0000 0000
0000 0000 0000
0000 0000 0000
13 00 1660
44 84 #/It
31700 In4
64.10 In4
45 266 In3
26 033 In3
r-X)(
r-yy
Rl
Using' HSS14X6X3I8 sedlon. Span = 3.00ft. Fy = 46 Oksl
End Fixity = Fixed-Free. Lu = 0 OOtt. LDF = 1 330
Actual
38.099 k-ft
~ I()-096-ksr j
. _~:3: 1
16.600 k
--p:~
Allowable
114 573 k-ft
30.360 ksi
Max. Dellecllon
LenglhlDL Dell
Lenglh/(DL+LL Dell)
-0.027 in
7.705.2 . 1
2,623.2 : 1
I Force & Stress Summary
96 600 k
18400 kSI
-.
Max M +
Max. M -
Max. M @ Left
Max. M @ Right
Shear @ Left
Shear @ Right
Center Def!
Left Cant Den
Right Cant Dell
Query Dell @
M.,!ximum
48 90 k.ft
16 60 k
1600 k
.0 027 In
o 000 In
o 000 In
o 000 ft
DL
_OJ!!L
<<-- These columns are Dead + live Load placed as noted _>>
LL LL +ST LL LL +ST
.lID. Center @ Center @ Cants @ Cants
-16.69
5.73
540
-0 OOg
0000
0000
0000
Reaclion @ I eft
Reaction @ Rt
Fa calc'd pel EQ E2.1. K'Ur < Cc
I.~ection Properties -'HSS14X6X"3is'---
Depth 14000 In
Width 6 OOOln
Web Thick 0.375 In
Flange Thickness 0 375 In
Area 13 20 In2
1660
573
Weight
I-X)(
I-yy
s.)()(
S.yy
k-fl
k.1t
k-ft
k-ft
k
k
o 000 In
o 000 In
o 000 In
o 000 in
k
k
- - ---- - _..~
4 901 In
2 524 In
o 000 In
~?-
-,1 , I.L. GROSS
l V_ Sttuctulal EL.\apn"",
I.L Gross Structural Engineers
207 1/2 First Ave South
Suite 250
Seattle, Wa
(206}623-O769
nUe:
Dsgnr:
Desuiptlo n :
Job'
Date' 10:0GAM. 31 JAN OJ
Scope :
Rev 560100
lJsef KW.(J602858 Ver 5 6'. 25-{)d'2002
(c),98'.2il02 ENERCALC E"!I-O Soflwa'"
c Iec5Slj)rojee\s\pc(: bldg d ecw Calculallon.
Steel Beam Design
Description cantilever support TS beam
I Sketch & Diagram ~
tit
o ,j,Wfrrrfl; 11111; 1111 ~, II: j IllIllI ; 1111 ~ III ~ ill 0 ,._
I
~
JJt
lima. ;: .&8 OJ!. n
Ornar . -0 027,1'1
.J
1M)
.543
-10 87
~:~.~
~ .2717
.........32110
t!.38 03
~'~,M
~
Rllndin" Mnm"nfc:
80 .10 .to .70 0
~:8~
'H~
~ II
~
RIna.It ~OOOOk
Vma.ofIlol1-td,.... .
"'- :lU3
6i .m
Rmax -18800II
Vm.. CIeIt. lUOOk
20
R,,;tm ,h,,;tr
O~
:S~O
~ .00
e .00
.0 02
~ .0 02
- .0 02
~ :KB3
Gi
o
n"f1"...inn
1
I
1 ,--
--
20 I SO Lao t10 .0 .80 .10 .CO .70 ~O
Locallon (ft\
p3
r1 , .1 L. GROSS
l""Ci- Sauct\U\1lJ Entpo.ecn
I.L. Gross Structural Engineers
207112 First Ave South
Suite 250
Seattle, Wa
(206)623..0769
Rev 560100
User KW.0802858. Ver 5 6 1 2S-Qct.2002
Ic)1983.2lI02 ENERCALC Eng'''''"""g So_",
Title:
Dsgnr:
Doscription :
Job #
Dale: 1035AM, 31 JAN 03
Scope:
Steel Column
c 1ec5S\protects\pcc bldg d ecw Calculations
Description Heavy Loaded Steel Column WI Moment -- moment in x dlr. on y
.' .....~.~
I ':1:61 tu;".~' Go' t.rM11
General Information Calculations are designed to A1SC 9th Edition ASO and 1997 UBC Requirements
Steel Section HSS6X6X3IB Fy 36 00 ksl X-X Sldesway . Restrained
Duration Factor 1.330 V-V Sldesway . Restrained
Column Height 8.500 ft Elastic Modulus 29,000.00 ksi
End FIXity Fix-Pm X-x Unbraced 8.500 ft Kxx 1.000
lNe & Short Term Loads Combined V-V Unbraced 8.500 ft Kyy 1000
I Loads
Axial Load...
Dead Load
LIve Load
Short Term Load
I Applied Moments
X-X Axis Moments
At TOP
Between Ends
At BOTTOM
1560 k
21.00 k
7.00 k
....QL
4.00
~
Ecc. for X-X Axis Moments
Ecc for V -V AxIs Moments
1 500 in
1 500 in
...1L
500
,
~
5.00 k-ft
k.ft
k-ft
.J:!m9hL
0000 ft
r
I
Column Design OK
SectIon' HSS6X6X318, HeIght = 8.SOft, Axial Loads. DL = 15 GO, LL = 21.00, ST = 7.00k, Ecc = 1 SOO,n
Unbraced Lengths: x-x = 8.50ft, V-V = 8 SOft
Combined Stress Rauos ~
Summary
AISC Formula H1 - 1
AISC Formula Hl - 2
AISC Formula Hl - 3
0.4428
o 5798
xx Axis: Fa calc'd oer Ea. E2-1, K'Ur < Cc
YY Axis: Fa calc'd oer Ea. E2-1. K'Llr < Cc
l Stresses
Allowable & Actual Stresses
Fa . Allowable
fa . Aclual
~
1881 kSI
2 06 ksl
Fb'xx' Allow [Fl-6]
Fb xx : Allow [Fl-7] & [Fl-8]
fb xx Actual
21 60 Itsl
21 60 ksl
5 42 kSI
Fb yy Allow [Fl-6)
Fb'yy Allow [Fl-7I & [Fl-8)
fb yy AClual
I Analysis Values
F'e~ DL +I.l
F'ey DL +LL
F'ex . DL +LL +ST
F'ey DL +LL +ST
Max X.X AxiS Deflection
21 60 kSI
21 60 ksl
176 kSI
74.796 psi
74,796 pSI
99,479 psi
99,479 pSI
.0 079 In at
em ~ 01 +1 '- 0 40
Cm y DL+LL 040
Cmx DL+LL+ST 040
Cmy DL+LL+ST 040
5667 ft Max v-v AxiS Deflection
.-.---- ----------,
Ch x Ol+lL 100
Cb y DL+Ll 100
Cb x DL+LL+ST 100
Cb.y DL +LL +ST 1 00
-0022m at 5667 ft
~
Ol + LL
0.5842
0.9894
DL + ST + ILL It Chosen)
0.5653
0.9902
I
~ DL + LL DL + Short
1881 kSI 1881 ksi 25.01 kSI
2 77 ksl 4.83 ksl 5 75 ksl
21 60 kSI 21 60 ksl 2873 ksl
21 60 ksi 21 60 kSI 28 73 kSI
6 95 ksl 12 37 ksi 1773 ksi
21 60 ksi 21 60 ksi 28 73 kSI
21 60 kSl 21 60 kSl 28 73 kSI
2 39 kSI 4 17 kSI 497 kl>1
?t-t
,!... , I.L. GROSS
l'1:i__ ScrucrurstJ IJf\$I~en
I.L Gross Structural Engineers
207 1/2 First Ave South
Suite 250
Seattle, Wa
(206)623-0769
Titlo:
Dsgnr:
De5crlption .
Job'
Date: 10-35AM. 31 JAN 03
Scope :
Rev 560100
User KW-0602858. Ver 5.6 t. ~-2002
(c)1963-2002 ENl:RCAlC Eng.neenng &o~"",re
Steel Column
c \l!c55\prOjecls'4>CC bldg d ecw-Calcula~ons
Description
Heavy Loaded Steel Column WI Moment -- moment in x dir only
[ Section Properties HSS6X6X3/8 I
Depth 6.00 in Weight 25 75 #/11 I-xx 39.50 In4
Width 6 000 In Area 7.56 in2 I-yy 39.50in4
Web Thick o 349 in RI 0.000 in S-xx 13167103
Flange Thickness 0.349 In S-yy 13.167103
r-xx 2 283 In
r-yy 2.283 in
I Sketch & Diagram I
A.xYl DL:: 1~.a.
M,.ll- 21k
""Iol sr. n.
~
M
b; .
85ft
ISI ... TOll. 01." LL-, sr.,.-ll
?5
~()ll'~,l $ ~ ::, (p ." '<
70 2<Y ~~ tI V ~l b "h. 7 e 1Lr.-/ )( 'J.8"
"",..v Cel-p~ ~ 7:7.. 8 k > I ~. C:, va-I(
~\,v 12.." G:r- '? 1(.;:.!, IST.J ~S" ^'}'" V"o-k-
( .:. :l. 7 JL f.1 -..,tJ1',~d S'V'C.f"$ >
....0
(:L
1"1t\A.
EXTEND 2'.~" BEYOND
OFENINU.
ts
'RT AT 5MALL OPENINGS
~n
PfRPENDrCULAR
BEAM NOT 5I-IOU.N
FOR CLARITY
4" 1"
(9oTTCM Ie
&
14$1xlxln
I&~
~COLL.MN
~ICE Ie
NOTE:
FERPENDIa.JLAR 8EAM5 l
FRAMING NOT &I-IOJ.N
FOR ClARITY
~
I~U
1-155 COLUMN eELOlU
FER FLAN
TYP. 4-UJAY CONNECTION . CO~ER SEE 12/554
FOR ADDITIONAL MEMSER . WELD I~ATION
13
Jan 30 03 11:518
lenovic
13601 417-0514
p.2
~VICI
~SOCIATF.S
l~COllrOIl^lED
am hNGINEERlNG
LAND SURVEYING
) I ~ ~uulh IbhoJ, 'lrrl'l.1 'it"" ~ ~
l'OIl ^nS'"b.W;r;hlu~lon ~S.l(l~
(11',0\ 417 .(!'i0 I
f~, (J6Il) 41-.tHl~
F .mlll IlIlO\ldi'ulympUl.ll((
PENINSULA COLLEGE STUDENT SERVICES BUILDING
PORT ANGELES, WA.
THIRD PARTIAL STRUCTURAL PLANCHECK - January 30, 2003
Notes'
1. The design of the comer column witt}Jbe-T~l'>~i~ams has been reviewed.
Please provide the calculations fol"thc,llul ~ Also
verify that the comer column design is the worst case. It may be but It appears the
moments on the TS extension beam on the Interior column would be higher than at
the comer and may affect the design of the moment connections. It is noted that the
calculations shown. Provide complete calculations. Revise details as necessary if
calculations show that existing connections are not adequate. (Previous Plan Review
Question #1)
?7
. .
HP Officelet
Personal Printer/Fax/CopierlScanner
Fax History Report for
Zenovic
(360) 417-0514
Ian 31 2003 11 :04am
Last Fax
~ ~
~
Identification
Duration ~ Result
Ian 31 l1:ooam Received
206 623 9081
3:10
7
OK
Result:
OK - black and white fax
OK color - color fax
E Ni ()Vli {:o
& ASSOCIATES
CML ENGINEERING
LAND SURVEYING
INCORPORATED
519 South Peabody Srreet, Suite 22
Port Angeles,Washmgton 98362
(360) 417-0501
Fax (360) 417-0514
E-mall: zenoYlC@olympus.net
PENINSULA COLLEGE STUDENT SERVICES BUILDING
PORT ANGELES, WA
SECOND STRUCTURAL PLANCHECK - January 29, 2003
Notes:
The designer is to address each item of the plancheck notes in his or her letter of
response. The designer is also to place a "cloud" around all changes so that compliance
may be verified.
Notes that are preceded by an asterisk are general comments that require no change to
plans:
1. Please clarify how TS extension beams shown on the second floor framing plan at
the north end of the west wing support the gluelam beam loads. Provide complete
calculations. Revise details as necessary if calculations show that existing
connections are not adequate. (Previous Plan Review Question #19)
2. Please verify whether the west end of SW-3 at grid line K on the first floor requires a
holdown.
3. As discussed on the phone there appear to be several structural details in the
addendum, which show non-pressure treated wood in contact with concrete. These
details should be revised as necessary for clarification.
4. Special inspections and structural observation required on this project per U.B.C.
Section 1700. Inspection and observation program shall be submitted to the
building official for review and approval prior to issuance of the building permit.
Inspections shall include the following: concrete, reinforcing steel, and welding.
Inspection of welding shall include nondestructive testing where required per U.B.C.
Section 1703. It is noted that items requiring special inspection are to be added to
Sheet S1.0. The architect or engineer shall provide a document concerning special
inspections and structural observations for review and approval by the City of Port
Angeles.
E NO V ~. e - --- ----- ---- --- -- - ----- - ---
& ASSOCIATES
CML ENGINEERING
LAND SURVEYING
INCORPORATED
519 South Peabody Street, Suite 22
Pon Angeles,Washmgton 98362
(360) 417-0501
Fax (360) 417-0514
E-mail: zenovlc@o]ympus.net
PENINSULA COLLEGE STUDENT SERVICES BUILDING
PORT ANGELES, WA
FIRST STRUCTURAL PLANCHECK - January 15, 2003
Notes:
The designer is to address each item of the plancheck notes in his or her letter of
response. The designer is also to place a "cloud" around all changes so that compliance
may be verified.
Notes that are preceded by an asterisk are general comments that require no change to
plans:
1. Please clarify how lateral loads are transferred down from second floor into the
foundation where cantilever conditions exist on the east and west wings. Provide
calculations and revised details as necessary.
2. Clarify how lateral loads forces are transferred out to lateral force resisting system
where interior shear walls occur on the second floor without a shear wall below.
Provide calculations and details as necessary to show that lateral forces are
transferred out through the floor diaphragm.
3. Please clarify where holdown sizes are calculated.
4. Please clarify the roof diaphragm required on the west wing. The diaphragm is
labeled #2 but it is not shaded like the other #2 diaphragms shown on the plan. Also
please clarify on the plans whether diaphragm #2 is blocked or unblocked.
5. The sketch and the calculations on sheet 2.7 of calculations appear to indicate areas
which require a #2 diaphragm which does not correspond to the plans, please clarify.
6. Please clarify how the lateral loads from SW-3 which is labeled on the third floor plan
are transferred down to the foundation. Also clarify how the lateral loads from this
entire side of the building are transferred down to the foundation. There does not
appear to be shear walls or braced frames at this wall line.
7. Please clarify how lateral loads are transferred down to braced frame #6 from SW-3.
8. Please clarify how lateral loads are transferred down from the shear walls to the steel
beams below. Detail 15/S-50 shows the bolts or studs connecting the 3x nailer
extending only through the nailer while Detail 19/5-50 appears to show the studs or
bolts extending through the sole plate on the shear wall above. Also there appeared
to be no calculations to justify that the loads are transferred. Please provide revised
plans and calculations as necessary.
Page 2
9. Please clarify how drag strut forces are transferred into SW-3 at grid line K on the
first floor. It appears from sheet 2.11 of calculations that the drag strut force is 10
kips. Provide calculations for connection.
10. Please clarify how lateral forces from tower are transferred down to the foundation.
11. Please clarify how lateral forces are transferred into braced frame #3 at second
floor between grid lines 3 and 4 where there is no second floor diaphragm.
12. Please provide calculations to justify the embedment depth of the anchor bolts used
on the columns at the end of SW-5 at the east wing. Sheet 2.12 of calculations
appears to show a 15.2 kip uplift load.
13. Do braced frames #2, #4, and #5 sit on a 6" concrete stemwall? Sheet 23.2 of
calculations appear to show a 10-inch thick stemwall for braced frame #2.
14. For clarification please label beams along grid line 14 on first floor framing plan.
15. Please check calculations for GL 3 1/8x12 at grid line Q on first floor framing plan.
Tributary loads shown on sheet 15.3b of calculations do not match loads used in
calculation on sheet 15.3c.
16. Beam calculation on sheet 15.11 does not include the point loads shown on
calculation sheet 15.3. Please revise as necessary.
17. The calculations on sheet 15.3 for the gluelam beam at grid line 7 from the exterior of
the building to the elevator on the first floor plans calls for a 5 1/8x18 GL beam while
the plans call for a 5 1/8x 13 Y:1, please clarify.
18. Please clarify how the HSS columns attach to wood beams below. The plans do not
appear to show a typical detail for this connection.
19. Please clarify how TS extension beams shown on the second floor framing plan at
the north end of the west wing support the gluelam beam loads. Provide calculations
and details as necessary.
20. The gluelam beam along grid line 21 between grids v and w is called out as a 5 1/8
x 15 while the calculations on sheets 4.6 and 4.29 call out a 6 % x 15, please clarify.
21. Please clarify which beam 11 is calculated on sheet 14.32 of calculations. There are
several beams labeled 11 on sheet 14.30 of calculations.
22. Where are the beam calculations for beams 14 and 15 shown on sheet 14.30?
23. Where are the beam calculations for beam 3 shown on sheet 14.31 of calculations?
24. Calculations for beam 6 on sheets 14.9 and 14.20 do not appear to address floor
dead and live loads. The only load addressed appears to be the lateral load into the
beam. It appears there should be combined loading on this beam.
Page 3
25. There appears to be a discrepancy between the plans and calculations concerning
beam 4 shown on sheet 14.9. The calculations call for one beam and the plans
appear to show another beam.
26. The calculation for beam 7 shown on sheet 14.21 does not appear to account for the
second point load from beam 6. Please revise calculations and plans as necessary.
27. The calculation for beam 12 shown on sheet 14.26 does not appear to account for
the point load from beam 6. Please revise calculations and plans as necessary.
28. The tributary areas used in the calculations for beam 5b on sheet 14.3 appear to be
incorrect. Please revise calculations and plans as necessary.
29. Please check the tributary width of loads used in the calculation for beam 5-new(r)
on sheet 14.2 of calculations.
30. The calculations on sheet 14.1 of plans for the T JI roof framing appear to show that
the allowable spans on some of the roof joists may be exceeded at the wide side of
the roof. Please revise plans and calculations as necessary.
31. Under criteria on sheet S1.0 of plans the design criteria statement appears to
incorrectly state that the building design does not conform to seismic requirements of
the 1997 U.B.C.
*32. Special inspections and structural observation required on this project per U.B.C.
Section 1700. Inspection and observation program shall be submitted to the
building official for review and approval prior to issuance of the building permit.
Inspections shall include the following: concrete, reinforcing steel, and welding.
Inspection of welding shall include nondestructive testing where required per U.B.C.
Section 1703.
32. Please verify that the seismic lateral load calculations take into account the brick
veneer, which exist on portions of the building. It does not appear clear in the
calculations.
33. On the gluelam beam to beam connections, is there a typical hanger or bracket that
is being used where they intersect? Please provide calculations for the bracket.
34. Please clarify how holdown loads from the second story are transferred down to the
foundation where they land over beams below. Do the column caps or brackets at
the ends of the lower beams transfer the loads into the columns and then to the
foundation.
. ..
~nVelope Summary Climate Zone 1 ENV-SUM
2001 W h
St t N
d tiE
Cd C
(?o
F
, 2001 Washington State NonreSidential Energy Code Compliance Forms
Revised June 2002 KJM
Proj ect Info Project Address Pen~nsula College Student Serv~ces BU11d1ng Date 12/16/2002
Port Angeles. WA For BUilding Department Use
Applicant Name Pen1nsula College
Applicant Address 1502 E. Laur1dsen Blvd. Port Angeles, WA 98362
Applicant Phone 360-417-6550
Project Description
[2] New BUilding D Addition
D Alteration
D Change of Use
Compliance Option
D Prescnptlve [2] Component Performance
(See DeCISion Flowchart (over) for qualifications)
D ENVSTD 2 1
(40 not acceptable)
D Systems
AnalysIs
Space Heat Type o Electnc resistance @ All other (see over for definitions)
Total Glazmg Area Electronic version these values are automatically taken from ENV-UA-1
Glazing Area Calculation (rough openmg) Gross Extenor
Note Below grade walls may be Included In the (vertical & overhd) divided by Wall Area times 100 equals % Glazing
Gross Extenor Wall Area If they are Insulated to 2290.0 6694.0
the level reqUired for opaque walls . X 100 = 34.2%
0 yes Check here If uSing this option and If project meets all reqUirements for the Concrete/Masonry Option
ConcretefMasonry Option See DecIsion Flowchart (over) for qualifications Enter reqUirements for each qualifying assembly
@ no below
Envelope Requirements (enter values as applicable)
Fully heated/cooled space
MInimum Insulation R-values
Roofs Over Attic
All Other Roofs
Opaque Walls 1
Below Grade Walls
Floors Over Unconditioned Space
Slabs-on-Grade
Radiant Floors
MaxImum U-factors
Opaque Doors
Vertical Glazmg
Overhead Glazing
Maximum SHGC (or SC)
Vertical/Overhead Glazing
Opaque Concrete/Masonry Wall Requirements
Insulation on Intenor - maximum U-factor IS 0 19
Insulation on extenor or Integral - maximum U-factor IS 0 25
If project qualifies for Concrete/Masonry Option, list walls
with HC <: 9 0 Btu/ft2.'F below (other walls must meet
Opaque Wall reqUirements) Use descnptlons and values
from Table 20-5b In the Code
Wall Description
(Including Insulation R-value & posItion)
U-factor
Notes:
".- ",...
Semi-heated space 2
Minimum Insulation R-values
Roofs Over Semi-Heated Spaces2 I
1 Assemblies With metal framing must comply With overall U-factors
2 Refer to Section 1310 for qualifications and reqUirements
I
\
.\
2001 Washington State Nonresidential Energy Code Compliance Forms
Revised June 2002 KJM
Decision Flowchart
for Prescriptive Option
Use this flowchart to determine If project qualifies for the optIOnal Prescriptive Option
If not, either the Component Performance or Systems AnalysIs Opllons must be used
1302 Space Heat Type For the purpose of determining bUlldmg envelope
reqUirements, the following two categones compnse all space heating types
Other' All other space heating systems Including gas, solid fuel, 011, and
propane space heating systems and those systems listed In the exceptIOn to
electric resistance (contmued at right)
START
)
Electnc Resistance Space heating systems which use electnc resIstance
elements as the pnmary heatIng system Including baseboard, radiant, and
forced air units where the total electnc resistance heat capacity exceeds 1 0
Wilt' of the gross conditioned fioor area Exception Heat pumps and
terminal electnc resistance heating In vanable air volume dIstribution systems
c
No
Electnc
Resistance
Heat?
Yes
Yes
Yes
No
I
No
No
No
No
No
Yes
Yes
Yes
Yes
All Insulating Installed?
Opague Wall R-11
Below Grd Wall (ext) R-10
Below Grd Wall (oth) R-11
Roof Over Attic R-30
All Other Roof R-21
Raised Floor R-19
Slab-an-Grade R-10
Radiant Floor R-10
Opaque Door U 0 60
Glazmg Cntena Met?
All Insulating Installed? Alllnsulallng Installed? All Insulating Installed? I
Opague Wall R-11 Metal Framed Wall u-o 062 Metal Framed Wall U-O 062 i
Masonry Wall (Int) U-O 19 Other Opaque Wall R-19 Other Opague Wall R-19
Masonry Wall (other) U-O 25 Masonry Wall (Int) U-O 19 Below Grd Wall (ext) R-10
Below Grd Wall (ext) R-10 Masonry Wall (other) U-025 Below Grd Wall (oth) R-19
Below Grd Wall (oth) R-11 Below Grd Wall (ext) R-10 Roof Over Attic R-38
Roof Over AttIc R-30 Below Grd Wall (oth) R-19 All Other Roof R-30
All Other Roof R-21 Roof Over Attic R-38 Raised Floor R-30
Raised Floor R-19 All Other Roof R-30 Slab-an-Grade R-10
Slab-an-Grade R-10 Raised Floor R-30 Radiant Floor R-10
Radiant Floor R-10 Slab-an-Grade R-10 o a ue Door U 060
Opaque Door U-060 Radiant Floor R-10 GlaZing Cntena Met?
GlaZing Cntena Met? Opaque Door U-060 I
GlaZIng Vert OH
GlaZIng Vert OH GlaZIng Cntena Met? Area % UVal UVal SHGC I
Area % UVal UVal SHGC GlaZIng Vert OH 0-20% 040 080 100
0-10% 090 145 100 Area % UVal UVal SHGC
10-15% 075 140 100 0-20% 040 080 100
15-20% 065 130 080
20-25% 060 130 045
GlaZing Vert OH
Area % UVal UVal SHGC
0-15% 090 145 100
15-20% 075 140 100
20-30% 065 130 065
30-40% 060 130 045
Yes
Yes
No
No
Prescnplive
Path Allowed
Yes
Yes--"
No
Component Performance
or
Systems AnalysIs Required
No
ConcretefMasonry Option* Wall Heat Capacity (HC)
Assembly Description Assy Tag HC" Area (sf) HC x Area
Totals
Area weighted HC divide total of (HC x area) by Total Area
'If the area
weighted heat
capacity (HC) of
the total above
grade wallis a
minimum of 9 0,
the Concrete
Masonry Option
may be used
"For framed
walls, assume
HC=1 0 unless
calculalions are
provided, for all
other walls, use
Section 1009
2001 Washington Slate NonreSldenlla1 Energy Code Compliance Forms
PrOject Address Pen1nsula College Student Serv1ces BU11d1ng Oate 12/16/2002
Space Heat Type o Electric resistance @ All other For BUlldmg Oepartment Use
Glazing Area as % gross exterior wall area 34.2% Prop I 40.0% Max Target
ConcretefMasonry Option OVes @No
Notes If glaZing area exceeds maximum allowed In Table, then calculate adjusted areas on back (over) If Concrete/Masonry Option
IS used, Target U-factors, SHGC and Glazmg % will be different than shown below Refer to Table 13-1 for correct values
BUilding Component Proposed UA Target UA
List components by assembly 10 & page # U-factor x Area (A) = UA (U x A) U-factor x Area (A) = UA (U x A)
U=0.500 Plan 10 Al-TB, Low-e 0.500 1827.0 913.5 0.500 1827.0 913.5
U= Plan 10 GlaZing % ElectriC Resist Other Heatmg
co Ol U= Plan 10 0-15% 040 090
c::
u N U= Plan 10 > 15-20% 040 075
E CIl
Q) a U= Plan 10 >20-30% see note above 060
>
U= Plan 10 >30-40% see note above 050
U= Plan 10 (see Table 13-1 for Conc/Masonry values)
n U- Plan 10
S
Ol ( U= Plan 10 Glazmg % ElectriC ResIst. Other Heating
c:: ii U:: Plan 10 0-15% 080 145
N
CIl >
] ) U= Plan 10 >15-20% 080 140
c Translucent
CIl U= 0.260 Plan 10 1nsulated panel 32.2
Q) " 0.260 124.0 >20-30% see note above 130
r: 5
Qj :> U= 0.800 Plan 10 Al-TB, Low-e 0.800 339.0 271.2 >30-40% see note above 125
> !::
::> U= Plan 10 (see Table 13-1 for Conc/Masonry values)
5
u= Plan 10 1.450 463.0 671. 4
U= 0.600 Insulated hollow 100.8 0.600 168.0 100.8
Q) Plan 10 metal 0.600 168.0
:> ~
C" 0 U= Plan 10 ElectriC Resist Other Heating
CIl 0
3"0 U= Plan 10 060 0.60
Ul Qj R= Plan 10
0 >
0 0 R= Plan 10 Electnc Resist Other Heattng
1::
R= Plan 10 0031 0036
R= 30.0 Plan 10 Wood truss 0.033 8140.0 268.6 0.050 8140.0 407.0
Qj $!
c:: 0 R= Plan 10 ElectriC Resist Other Heating
:5 0
0:: R= Plan 10 0034 0050
R= 19.0 Plan 10 Frame wall 0.065 4699.0 305.4 0.140 4699.0 657.9
R= Plan 10
.
.!!! R= Plan 10 **
ro
~ R= Plan 10 ElectriC Resist Other Heatmg
Q)
:> R= Plan 10 Ordmary 0062 014
0-
CIl R= Plan 10 Conc(lnt) 019 019
c.
0
R= Plan 10 Conc(oth) 025 025
"Note sum of Target Areas here should equal Target Opaque Wall Area (see back)
.!!! R- Plan 10
ro
~ ~ R= Plan 10 ElectriC ReSist Other Heating
0
in Q) R= Plan 10 0062 014
D 'C
CIl
(5 Note If Insulated to levels required for opaque walls, list above with opaque walls
R= 19.0 Floor over 319.1 0.056 8218.0 460.2
Qj c. Plan 10 crawlspace 0.041 7782.0
> C/)
::> 'C R= 19.0 Plan 10 Exposed floor 0.062 436.0 27.0 ElectriC ReSist Other Heating
~ c::
0
0 u R= Plan 10 0029 0056
0 c::
I ::J R= Plan 10
C: Q) R- Plan 10
0 'C
C CIl R= Plan 10 Electric ReSist Other Heating
CIl C,
i5 R= Plan 10 F=O 54 F=O 54
R= Plan 10 (see Table 13-1 for radiant floor values)
'For CMU walls, mdlcate core Insulation material Totalsl 23515.01 2237.9 Totalsl 23515.01 3210.7
For compliance
1) Proposed Total Area shall equal Targel I Ola. "rea, anu LJ ,rofJoseU otal UA sHa nOl exce",u I argel I Olal UA
. ..
· Climate Zone 1 ENV-SHGC
2001 W h
St t N
d tiE
C d C
F
, 2001 Washington State Nonresidential Energy Code Compliance Forms
Revised June 2002 KJM
Glazing Proposed SHGC Target SHGC
List components by assembly 10 & page # SHGC* x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A
10 translucent ~nsulated panel 0.260 124.0 32.2 0.450 2290.0 1030.5
10 vert~cal Al-TB, Low-E 0.430 1827.0 785.6 Glazing % Electnc Resist Other Heating
OJ
c: 10 honzontal Al-TB, Low-E 0.430 339.0 145.8 0-20% 100 1 00
N
<1l 10 >20-30% not allowed 065
a
10 >30-40% not allowed 045
10 (see Table 13-1 for Cone/Masonry values)
*Note Manufacturer's SC may be used In lieu of Totalsl 2290.01 Totalsl 2290.01
963.6 1030.5
For compliance Proposed total SHGC x A shall not exceed Target total SHGC x
NOTE: Since 1997 SHGC compliance for vertlcal~nd overhead glazing IS allowed to be calculated together
Target Area Adjustment Calculations
If the total amount of glazing area as a % of gross extenor wall area (calculated on ENV-SUM 1) exceeds the maximum allowed In Table 13-1,
then this calculation must be submitted Use the resulting areas In the Target UA and SHGC calculations above
Proposed Areas Numbered values are used In calculations below
Roofs over Attics
Glazing AreaIOG=IOG=
Opaque Area. ..
Gross Extenor Wall Max Glazing Area
Area (Table 13-1)
Other Roofs
463 0
8140 0
rG=
Walls
1827 0
4699.0
Note
OG = overhead glazing
VG = vertical glazing
Maximum Target
Glazing Area
6694,0
x
40.0%
100
=
2677 6
Target OG Area In Roofs over Attics
Target OG Area In Other Roofs
For Target OG's, the
lesser values are
used both here and
below
2677.6
I
~
B lesser
2677 6
Max OG Remaining
= I 2677.6 I
~
463.0
B lesser
2677 6
=
Target VG Area
1827 0
Other Roofs
r"~,::':"' i' : I
Proposed OG Area ~
I I
Target OG Area~ Target Opaque Area
I ~ I
Roofs over Attics
463.0
463.0
8140.0
Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area
wallsl I 4699 0 I + I 1827 0 I _ I 1827 0 = I 4699.0 I Target Areas OK I
Note If there IS more than one type of wall, the Target VG Area may be dlstnbuted among them and separate Target Opaque Areas found
If the Target Areas for Opaque Walls listed on the front must equal the total calculated here
Target values In shaded boxes are used In the applicable Target UA calculations on the front
Target VG Area and Total Target OG Area are also used In the applicable Target SHGC calculatJons above
. . . . . . . . ~
Building Permit Plans Checklist ENV-CHK
2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002 KJM
PrOject Address Pen~nsula College Student Serv~ces Building Date 12/16/2002
The following Information IS necessary to check a bUilding permit application for compliance With the bUilding envelope requirements In
the Washington State NonreSidential Energy Code
Applicability Code Location BUilding Department
(yes. no. n a ) Section Component Information Required on Plans Notes
GENERAL REQUIREMENTS (Sections 1301-1314)
1301 Scope Unconditioned spaces Identified on plans If allowed
yes 1302 S pace heat type
Other If "Other".
indicate on plans that electric resistance heat IS not allowed
n.a. 13102 Semi-heated spaces Semi-heated spaces Identified on plans If allowed
1311 Insulation
yes 13111 Insul installation Indicate densIties and clearances
yes 13112 Roof /celllng Insul Indicate R-value on roof sections for attics and other roofs.
Indicate clearances for attic Insulation.
Indicate baffles If eave vents Installed,
Indicate face stapling of faced batts
yes 13113 Wall Insulation Indicate R-value on wall sections.
Indicate face stapling of faced batts,
Indicate above grade exterior insulation IS protected.
Indicate loose-fill core insulation for masonry walls as necess.
Indicate heat capacity of masonry walls
If masonry option IS used or If credit taken In ENVSTD.
yes 13114 Floor insulation Indicate R-value on floor sections.
Indicate substantial contact With surface.
Indicate supports not more than 24" 0 c ,
Indicate that insulation does not block
airflow through foundation vents
n.a. 13115 Slab-on-grade floor Indicate R-value on wall section or foundation detail.
Indicate slab insulation extends down vertically 24" from top.
Indicate above grade extenor Insulation IS protected
n.a. 13116 Radiant floor Indicate R-value on wall section or foundation detail.
Indicate slab Insulation extends down vertically 36" from the toP.
Indicate above grade exterior Insulalion IS protected.
Indicate Insulation also under entire slab where req'd by Official
yes 1312 Glazing and doors Provide calculation of glazing area (Including both vertical
vertical and overhead) as percent of gross wall area
yes 13121 U-factors Indicate glazing and door U-factors on glazing and door
schedule (provide area-weighted calculations as necessary).
Indicate If values are NFRC or default. If values are default
then specify frame type. glazing layers. gapwldth, low-e
coatings, gas fillings
yes 13122 SHGC & SC Indicate glazing solar heat gain coeffiCient or shading
coeffiCient on glazing schedule (provide area-weighted
calculations as necessary)
1313 MOisture control
yes 13131 Vapor retarders Indicate vapor retarders on warm side
yes 13132 Roof/ceiling vap ret Indicate vapor retarder on roof section,
Indicate vap retard With sealed seams for non-wood struc
yes 13133 Wall vapor retarder Indicate vapor retarder on wall section
yes 13134 Floor vapor retarder Indicate vapor retarder on floor section
yes 13135 Crawl space vap ret Indicate SIX mil black polyethylene overlapped 12" on ground
1314 Air leakage
yes 13141 Bldg envel sealing Indicate sealing. caulking, gasketlng. and weatherstripping
yes 13142 Glazing/door sealing Indicate weatherstripping
n.a. 13143 Assemb as ducts Indicate sealing. caulking and gasketmg
PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320-23 or 1330-34)
yes Envelope Sum Form Completed and attached
Provide component performance worksheet If necessary
ProVide ENVSTD 2 1 screen 1 output If necessary
If "no" IS shown for any question, provide explanation
2001 Washington State Nonresidential Energy Code Compliance Forms
Envelope - General Requirements
1311 Insulation
1311.1 Installation Requirements: All Insulation matenals
shall be Installed according to the manufacturer's instructions
to achieve proper densities, maintain clearances, and maintain
uniform R-values To the maximum extent possible, Insulation
shall extend over the full component area to the Intended R-
value
1311.2 Roof/Ceiling Insulation: Open-blown or poured loose-
fill Insulation may be used In attic spaces where the slope of
the ceiling IS not more than 3/12 and there IS at least thirty
Inches of clear distance from the top of the bottom chord of the
truss or ceiling JOiSt to the underSide of the sheathing at the
roof ndge When eave vents are Installed, baffling of the vent
openings shall be provided so as to deflect the incoming air
above the surface of the Insulation
Where lighting fixtures are recessed Into a suspended or
exposed gnd ceiling, the roof/ceiling assembly shall be
Insulated In a location other than directly on the suspended
ceiling
Exception: Type IC rated recessed lighting fixtures
Where Installed In wood fram lng, faced batt Insulation
shall be face stapled
1311.3 Wall Insulation: Extenor wall caVities Isolated dunng
framing shall be fully Insulated to the levels of the surrounding
walls When Installed In wood fram lng, faced batt insulation
shall be face stapled
Above grade extenor Insulation shall be protected
1311.4 Floor Insulation: Floor insulation shall be Installed In
a permanent manner In substantial contact With the surface
being Insulated. I nsulatlon supports shall be Installed so
spacing IS not more than twenty-four Inches on center
Installed insulation shall not block the airflow through
foundation vents
1311.5 Slab-On-Grade Floor: Slab-on-grade Insulation
Installed inSide the foundation wall shall extend downward from
the top of the slab a minimum distance of twenty-four Inches or
to the top of the footing, whichever IS less I nsulatlon Installed
outSide the foundation shall extend downward a minimum of
twenty-four Inches or to the frostllne, whichever IS greater
Above grade insulation shall be protected
Exception: For monolithiC slabs, the Insulation shall
extend downward from the top of the slab to the
bottom of the footing
1311.6 Radiant Floors (on or below grade): Slab-on-grade
Insulation shall extend downward from the top of the slab a
minimum distance of thirty-SiX Inches or downward to the top of
the footing and honzontal for an aggregate of not less than
thirtY-SIx Inches
If reqUired by the bUilding offiCial where SOil conditIOns
warrant such Insulation, the entire area of a radiant floor shall
be thermally Isolated from the SOil Where a SOil gas control
system IS proVided below the radiant floor, which results In
Increased convective flow below the radiant floor, the radiant
floor shall be thermally Isolated from the sub-floor gravel layer
1312 Glazing and Doors
1312.1 Standard Procedure for Determination of Glazing
and Door U-Factors: U-factors for glaZing and doors shall be
deterrn Ined, certified and labeled In accordance With Standard
RS-31 by a certified Independent agency licensed by the
National Fenestralion Rating CounCil (NFRC) Compliance
shall be based on the ReSidential or the NonreSidential Model
Size
ReVised June 2002 KJM
Product samples used for U-factor determinations shall be
production line units or representative of Units as purchased by
the consumer or contractor Unlabeled glazing and doors shall
be assigned the default U-factor In Section 2006
1312.2 Solar Heat Gain Coefficient and Shading
Coefficient: Solar Heat Gain CoeffiCient (SHGC), shall be
deterrn Ined, certified and labeled In accordance With the
National Fenestration Rating CounCil (NFRC) Standard by a
certified, Independent agency, licensed by the NFRC
Exception: Shading coeffiCients (SC) shall be an
acceptable a~ernate for compliance With solar heat
gain coeffiCient requirements Shading coeffiaents
for glazing shall be taken from Chapter 27 of
Standard RS-27 or from the manufacturer's test data
1313 Moisture Control
1313.1 Vapor Retarders: Vapor retarders shall be Installed on
the warm Side (In Winter) of insulation as required by thiS
seclion
Exception: Vapor retarder Installed With not more
than 1/3 of the nom Inal R-value between It and the
conditioned space
1313.2 Roof/Ceiling Assemblies: Roof/Ceiling assemblies
where the ventilation space above the insulation IS less than
an average of twelve Inches shall be prOVided With a vapor
retarder Roof/ceiling assemblies Without a vented airspace,
where neither the roof deck nor the roof structure are made of
wood, shall proVide a contJnuous vapor retarder with taped
seams
Exception: Vapor retarders need not be proVided
where all of the insulation IS Installed between the
roof membrane and the structural roof deck
1313.3 Walls: Walls separating conditioned space from
unconditioned space shall be proVIded With a vapor retarder
1313.4 Floors: Floors separating conditioned space from
unconditIOned space shall be proVided With a vapor retarder
1313.5 Crawl Spaces: A ground cover of SIX mil (0 006 Inch
thick) black polyethylene or approved equal shall be laid over
the ground Within crawl spaces The ground cover shall be
overlapped twelve Inches minimum at the JOints and shall
extend to the foundation wall
Exception: The ground cover may be omitted In
crawl spaces If the crawl space has a concrete slab
floor With a minimum thickness of three and one-half
inches
1314 Air Leakage
1314.1 Building Envelope: The requirements of thiS sectIOn
shall apply to bUilding elements separating conditioned from
unconditioned spaces Extenor JOints around Windows and
door frames, openings between walls and foundation, between
walls and roof and wall panels, openings at penetrations of
utility services through walls, floors, and roofs, and all other
openings In the bUilding envelope shall be sealed, caulked,
gasketed, or weatherstnpped to limit air leakage
1314.2 Glazing and Doors: Doors and operable glazing
separating conditioned from unconditioned space shall be
weatherstnpped Fixed Windows shall be light fitting With glass
retained by stops With sealant or caulking all around
Exception: Openings that are required to be fire
resistant
1314.3 Building Assemblies Used as Ducts or Plenums
BUilding assemblies used as ducts or plenums shall be sealed,
caulked, and gasketed to limit air leakage
. ,
,
. ..
Mechanical Summary MECH-SUM
s
N
d tiE
Cd C
F
2001 WashIngton State NonreSIdential Energy Code Compliance Forms
June 2002 - KJM
Project Info Project Address Pen1nsula College Student Serv1ces BU11d1ng Date 12/16/02
For BUilding Dept Use
Port Angeles, Wash1ngton
Applicant Name Pen10sula College
Applicant Address 1502 E. Laur1sdsen Blvd. Port Angeles, WA 98362
Applicant Phone 360-417-6550
Project Description
Central air handler with fan powered VAV system. Electric preheat in air
handler and electric terminal reheat in V A V boxes. Air cooled OX
condenser fin cooling.
Bnefly descnbe mechanical
system type and features
o Includes Plans
Include documentation reqUlnng compliance With commissIoning requirements, Section 1416
Compliance Option
o Simple System @ Complex System 0 Systems AnalYSIS
(See DecIsion Flowchart (over) for qualifications Use separate MECH-SUM for Simple & complex systems)
Equipment Schedules The following lrIformatlon IS required to be Incorporated With the mechanical equipment schedules on the
plans For projects Without plans, fill In the required lrIformatlon below
Cooling Equipment Schedule
EquIp Capaclty2 OSA CFM SEER
10 Brand Name 1 Model No ' Btu/h Total CFM or Econo? orEER IPLV3 Location
CU-l Carr1er 38AH034 (D) 351710 n.a. n.a. EER=l1. 5 IPLV=12.9 Mech Room
AC-l Sanyo 09KSSl 9000 270 none SEER=10.0 n.a. Data Room
Heating Equipment Schedule
EquIp Capacltj OSA cfm
10 Brand Name' Model No ' Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficiency'
ABU-I Carr1er 39T 116013 13000 13000 116013 116013 100.000
Fan Equipment Schedule
EqUip
10 Brand Name' Model No ' CFM SP' HP/BHP Flow Controls Local1on of Service
ABU-I 13000 2.69 10/9.9
vs SJ.te
SF
ABU-I 13000 1.50 5/4.8
vs S1te
RP
'If available 2 As tested according to Table 14-1A through 14-1G 3 If required 4 COP, HSPF, Combustion Efficiency, or AFUE, as
applicable S Flow control types vanable air volume(VAV), constant volume (CV), or vanable speed (VS)
System Description If Heatlng/Coohng o Constant vol? o Air cooled? o Packaged sys? 0 <54,000 Btuh
See Sechon 1421 for full description of or Coohng Only o Spht system? o Economizer Included? or 1900 cfm?
Simple System quahficatlons If Healing Only o <5000 cfm? o <70% outside air?
Decision Flowchart
Use this flowchart to determine If project quahfies for Simple System Option If not, either the
Complex System or Systems AnalysIs Options must be used
y
Heating Only
~
y Yes
No
.
Yes~
No
Heating/Cooling
or Cooling Only
No
Yes
I
"
Yes
No
L~
"
"
.1
Use Complex
Systems
Complex Systems
Refer to MECH-COMP Mechanical Complex Systems for assistance In determining which Complex
Systems requirements are apphcable to this project
. . .
Mechanical - Complex Systems Checklist MECH-COMP
2001 Washington State Nonresidential Energy Code Compliance Forms June 2002 - KJM
PrOject Address Pen~nsula College Student Serv1ces Build1ng Date 12/16/02
The following additional Information IS necessary to check a mechanical permit application for a complex For BUilding Department Use
mechanical system for compliance with the mechanical requirements In the Washington State Nonresidential
Energy Code Use the checklist as a reference for notes added to the mechanical drawings (see the MECH-
CHK checklist for additional system requirements) This Information must be on the plans since this IS the
official record of the permit Having this information In separate specifications alone IS NOT an acceptable
alternative
Applicability Code Location Building Department
(yes, no, n a ) Section Component Information Required on Plans Notes
ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY
n..a.. 1431 1 Field assem sys Provide calculations
yes 1432 1 Setback & shut-off Indicate separate systems or show Isolation devices on plans
yes 1432 2 1 Air system reset Indicate automatic reset
n..a. 143222 Hydr system reset Indicate automatic reset
yes 1433 Air Economizer Indicate economizer on equipment schedule or provide
calculations to Justify exemption
1433 Water Economizer Indicate water economizer and provide calculations If 1433
Exception 2 IS utilized
yes 1434 Separate air sys Indicate separate systems on plans
yes 1435 Slmul htg & c1g Indicate that simultaneous heating and cooling IS prohibited,
unless use of exception IS Justified
n.a. 1436 Heat recovery Indicate heat recovery on plans, complete and attach heat
recovery calculations
yes 1437 Elec motor effic MECH-MOT or EquIp Schedule with hp, rpm, effiCiency
yes 1438 Variable flow sys Indicate variable flow on fan and pump schedules
14391 Kitchen Hoods Indicate uncooled and unheated make-up air
1439 2 Fume Hoods Indicate VAV, unheated/uncooled or heat rec makeup
If >rno-"- IS Circled tor an ueSlion rovide ex )Ianation:
yq
2001 W h
St t N
d tiE
C d C
F
,p
p
Decision Flowchart
Use thiS flowchart to determine how the requirements of the Complex Systems Option apply
to the project Refer to the Indicated Code sections for more complete InformatIOn on the
requirements
Start Here
Section 1411 1
Equipment EffiCIency
Shall Meet Tables
14-1A through 14-1G
Yes
1411,1 Intermittent
Igmbon Device &
Power Venting or
Demper, 0 75%
MaXImum Jacket
Loss
14126 Modulating or
Staged Combustion
Controls ReqUired
Yes
Yes
Yes
I
No
Section 1431 1
Calculations of Total
On-Site Energy Input
& Ouput Requlfed
Section 1432 2
Supply Atr Reset
Controls Requlfed
Section 1432 2 Hot
Water Supply
Temperature Reset
ReqUired
(continued on back)
"
No
Yes
Yes
SectJon 1436
50% Effective Heat
Recovery Required
No
Yes
Yes
.
No
No
Section 1433
Air-Side EconomIZer
ReqUired
Section 1435
Zone Controls Must
Yes Reduce Supply Air
Quantity Before
ReheatJng/Recooling
Yes
Section 1439 1
No Heating or
Cooling for at Least
50% of Make-up Air
Yes
No
SectJon 1438
Vanable Flow
Devices Required
SectIOn 1439 2
One ReqUired
a 50% VAV Exhaust &
Make-up
b 75% Direct Makeup wi
Tempenng Only
c Heat Recovery per
1436
Constant Volume wi
< 50fpm Face VeloCity
Section 1437
Motors Must Meet
EfficienCies In
Table 14-4
II I I I . I I ~ I II I . -
Electric Motors MECH-MOT
2001 Washington State NonreSidential Energy Code Compliance Forms June 2002 - KJM
Project Address Peninsula College Student Serv~ces Building Date 12/16/02
Complete the following for all design A & B sq~rrel-cage, T-frame Induclion permanently wired For BUilding Department Use
polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm
(unless one of the exceplions below applies)
Motor MIn Nom
No or Type Synch Full load
Location HP (open/closed) Descnplion of Application or Use Speed Efficiency
AHU SF 10 open Supply fan 1800 89.5%
AHU RF 5 open Return fan 1800 87.5%
EF-3 1 open Exhaust fan 1800 82.5%
Minimum Nominal Full-Load Efficiency
Open MotOrs Closeo MotOrS Exceplions
, ::iyncnronous 1 Motors In systems designed to use more
Spea:! (RPM) 3,600 1,800 1,200 3,600 1,800 1,200 than one speed of a multi-speed motor
Ht-' Etticlency (V/o) Etticlency (70) 2 Motors already Included In the efficiency
IU - lj:'::o OUU (0.0 lj:'::o ljU.U requirements for HVAC equipment (Tables 14-1
10 ljL:o lj4U lj4U ljL:o lj4U ljoo or
LU O4U !l4u 000 O4U !l4U 000 14-2)
;jU o<+u ljoo 000 000 ljf 0 ljfo 3 Motors that are an Integral part (I.e. not
ou 000 ofo ljfo ljf 0 of 0 of 0 easily removed and replaced of specialized
(0 O( 0 000 000 000 lj80 o~o process eqUipment (I e eqUipment which
1U 000 lj~o ~u:.:: lj~o lj~o lj~o requires a special motor, such as an exploslon-
10 o~o ~.I U ~UL ~UL ~.I U ~UL proof motor)
LU ~UL 81 U ~IU "'UL 81 U 8U:':: 4 Motors Integral to a listed piece of
LO "'IU 81 f ~ I ( ""U ~:'::4 81 f equipment for which no qualifying motor has
.JU ""U ~:'::4 ~L'I ~IU ~:'::4 81 r been approved (I e If the only U L listing for the
4U '" I r 8;jU ~;jU 81 f ~;jU ~;j.U equipment IS with a less-efficient motor and
OU ~L:4 ~;jU ~;jU ~L:4 ~;jU ~;jU there IS no energy-efficient motor oplion)
oU ~,j.o ~;jt:J ~;jt:J ~,jU ~;jt:J ~;jt:J
fO ~,jU ~'1.1 ~,jt:J ~.JU ~'11 ~.JO For motors claiming an exceplion, list motor
.,UU ~,jU 841 ~4 ., 8;jl:i 840 841 and note which exceplion applies
IL:O ~,jl:i 840 ~41 ",40 840 841
IOU ",,jl:i ~OU 840 ",40 ~OU ~ou
&U 840 ~OU ~40 ~OU ~oU ~oU
- ~ ~. - . . - I~
II,g10n Slate Nonresidential Energy Code Compliance Fonms June 2002. KJM
Project Address Pen1nsula College Student Serv1ces BU1ld1ng Date 12/16/02
The following InformatIon IS necessary to check a mechanical permit apphcatlon for comphance with the mechanical reqUirements In the
Washington State Nonresidential Energy Code
Apphcablhty Code Localton BUilding Department
(yes, no, n a ) Section Component Information Required on Plans Notes
HVAC REQUIREMENTS (Sections 1401.1424)
1411 Equipment performance
.a. 14114 Pkg elec htg & clg List heat pumps on schedule
yes 1411 1 MInimum efficiency EqUipment schedule with type, capacity, efficiency
14111 Combustion htg Indicate Intermittent Ignition, flue/draft damper & Jacket loss
1412 HVAC controls
yes 14121 Temperature zones Indicate localtons on plans
yes 14122 Deadband control Indicate 5 degree dead band minimum
jn.a. 14123 Humidity control Indicate humtdlstat
yes 14124 Automatic setback Indicate thermostat with night setback and 7 dlff day types
yes 141241 Dampers Indicate damper location and auto controls & max leakage
yes 141242 Optimum Start I ndlcate optimum start controls
jn.a. 14125 Heat pump control IndIcate microprocessor on thermostat schedule
p..a. 14126 Combustion htg I ndlcate modulating or staged control
yes 14127 Balancing I ndtcate balancing features on plans
yes 1422 Thermostat Interlock Indicate thermostat Interlock on plans
yes 1423 Economizers EqUipment schedule
1413 Air economizers
yes 14131 Air Econo Operation Indicate 100% capablhty on schedule
14131 Wtr Econo Operalton Indicate 100% capacity at 45 degF db & 40 deg F wb
.a. 14132 Water Econo Doc IndIcate clg load & water econoe & clg tower performance
yes 14133 Integrated operation Indicate capablhty for partial coohng
14134 Humidification Indicate direct evap or fog atomization w/ aIr economizer
1414 Ductlng systems
yes 14141 Duct seahng Indicate seahng necessary
yes 14142 Duct Insulation Indicate R-value of Insulation on duct
yes 14151 Piping Insulation Indicate R-value of Insulation on piping
1411> I..Ompletlon r<eqUlrements
yes 14161&2 Drawings & Manuals Indicate requirement for record drawings and operation docs
yes 141632 AIr Balancing I ndlcate air system balance reqUirements
rn.a. 141633 Hydronlc Balancing Indicate hydronlc system balance reqUIrements
yes 14164 CommissIoning Indicate reqUirements for commlsstonlng and prelim Report
yes 1424 Separate air sys Indicate separate systems on plans
yes Mechanical Completed and attached EqUipment schedule With types,
Summary Form Input/output, efficiency, cfm, hp, economizer
VI A II=K iANU I"UUUS (::sections 144U-14:>4)
1440 Service water htg
yes 1441 Elec water heater Indicate R-10 Insulalton under tank
yes 1442 Shut-off controls Indicate automatic shut-off
4 1443 Pipe Insulation Indicate R-value of Insulation on piping
4 1452 Heat Pump COP Indicate minimum COP of 4 0
4 1452 Heater EffiCiency Indicate pool heater effiCiency
.a. 1453 Pool heater controls Indicate sWitch and 65 degree control
.a. 1454 Pool covers Indicate vapor retardant cover
.a. 1454 Pools 90+ degrees Indicate R-12 pool cover
IT no IS circled tor an question, provloe explanation:
c
c
F
y
j'
( 4- ')r
,",~ '
Facsimile Letter
Simmons l:lecfrical Services
.Mail: PO Box 5488 Skipping: 13Z0 DaJjfon Sf Sf:
!ateJj, \VA 88508-5488 OIJjltlpia, \VA 88501
To:
Firm:
Voice:
Fax:
Date:
Roderick M. Roche
Richmond/ Archos Engineering
360-956-0384
360-352-1275
01/17/03
From: Phil Simmons
Voice: 360/705-4227
Fax: 360/705-0173
Total pages: '"
Original will not be mailed.
Message on: New Student Services Building
Peninsula College
Port Angeles, W A
Thank you for your response dated Jan. 13, 2003 to the Plan Review findings and for the
additional information you provided.
To expedite the Plan Review Process, the plans are being approved based upon the
documents submitted, your commitment to make the revisions as noted in your
response dated Jan. 13, 2003 and our notes on the drawings. With these conditions
met, it appears the design of the electrical system will be in substantial compliance with
the applicable electrical codes.
Note that the installation is subject to compliance with all applicable electrical codes and
field inspection.
Item Finding or Information Requested NEC/WAC/City
Rule
1. We note that the fault current calculation begins with an 110-9 and 110-10
arbitrary number as the utility has not selected the
transformer they will use.
Verification of available fault current and adequate
rating of equipment to safely interrupt that fault current
will have to be determined by field inspection.
2. We understand the drawings will be revised to delete the
equipment grounding conductor in the service conduits.
We will make an appropriate "red-line note" on our
drawings.
3. It seems your explanation of sizing the conductors and NEC 24004
overcurrent protection are appropriate.
4. It seems both the conductors and the overcurrent device NEC Table 310.16
are too small. The calculated load is 385.8 amperes and NEC 110.14(C)
J
......-- .
500 kcmil copper wire is suitable for 380 amperes in the NEC 215.2(A)(1)
75 C column of Table 310.16. The temperature rating of
the terminations on the breaker limit the ampacity of
the conductors to 380 amperes. While 240-4(B) permits
rounding up to the next standard overcurrent device
rating, the conductors are required to have an ampacity
not less than the calculated load. We will make an
appropriate "red-line note" on our drawings assuming
the overcurrent protection will be 400 amperes and
conductors will be 600 kcmil. Verify that the conduit is
sized a ro riatel .
5. Thank you for your explanation. We will make an
a ro riate "red-line note" on our drawin s.
6. Thank you. It appears the working clearances around NEC 110.26
the switchboard are correct.
7. Thank you for the information on conduit and tubing to WAC 2g6-46A
be used on the project. Note that WAC 2g6-46A-130
and 2g6-46A-155 have requirements for wiring methods
ermitted in educational facilities.
8. Thank ou.
c: Alan Oman, City of Port Angeles, 360-417-4542
)
-............ t
.'
Facsimile Letter
Simmons CElectrical Services
~ai1: 'PO ~ox 5498 Shipping: 1320 Cj)aytoD St SCE
'Lacey, CWjl98509-5498 Olympia, CWjl98501
To: .
Firm:
Voice:
Fax:
Date:
Roderick M. Roche
Richmond/ Archos Engineering
360-956-0384
360-352-1275
01/09/03
From: Phil Simmons
Voice: 360/705-4227
Fax: 360/705-0173
Total pages: -3
Original will not be mailed.
Message on: New Student Services Building
Peninsula College
Port Angeles, W A
We are doing the Plan Review of the above referenced project for the City of Port
Angeles. Please respond to the above address.
Please provide the following information so the electrical plan review can be completed.
To facilitate the plan review process, please provide your response using the same
numbering as the following. If additional plan sheets or documents are submitted, two
sets are required per the City's rules. Please provide a complete response only.
Item Finding or Information Requested NECjWAC/City
Rule
1. Please furnish the size of the utility transformer in kV A 110-9 and 110-10
as well as the percent impedance along with the
available fault current at the source. Furnish the
calculations using either the point-to-point or ohmic
method.
2. Please explain why the design shows an equipment
grounding conductor in the service conduits. The
neutral conductor provides the ground-fault return path
back to the transformer. If the neutral and equipment
grounding conductor are connected together at each end
will violate NEC 310.4.
3. The conductors from MSB to OCU-1 appear to be too NEC 240.4
small. Please see the attached spreadsheet.
4. The conductors and breaker from MSB to P1 seem to be NEC 240.4.
too small. Please see the attached spreadsheet.
5. Loads are shown in MSB for the feeders to panels Land
M yet the one-line riser diagram shows the conductors
as service conductors from the transformer and
l/
6.
bassin MSB. Please clari .
Please furnish a 1/4 inch scale drawing of the electrical NEC 110.26
room where switchboard MSB is located so working
clearances cain be determined.
Please indicate the type of conduit to be used as well as
the insulatiott on the conductors. (Perhaps I am just
overlookin the information on the lans somewhere.)
Please furnish! a calculation on the proper forms for the State
Energy Code Jhowing the lighting load permitted and
installed.
7.
8.
c: Alan Oman, City of Port Angeles, 360-417-4542
Plan Review Summary
Project Name: New Student Services Building
Address: Peninsula College, Port Angeles
Number:
Date:
01/09/03
Distribution Diagram ac Prot Wire Wire kVA Amps Conduit
From To VoltagE Ph Line/Load Size Amp Conn/Calc Calc Fill Spec Read Comment
Util Transf MSB 208 3 MLO 4- 350 1240 410.6 1139.71 4-350 & 1- 3-1/2 3 Why ground in
3/0 service lateral?
MSB D1 208 3 600 2-350 620 124.4 345.30 2-350 & 1- 3 3
2
MSB OCU-1 208 3 175 1/0 150 48.6 134.90 3-1/0 & 1- 2 2 Wire too small
6
MSB P1 208 3 300 500 380 139 385.83 4-500 & 1- 3-1/2 3-1/2 Breaker and wire
2 too small for
In::lrl
P1 P2 208 3 200 3/0 200 64.7 179.59 4-3/0 & 1- 2-1/2 2
4
P1 Elevator 208 3 125 1 130 32.78 90.99 4-1 & 1-6 2-1/2 2
Util Transf Pullbox 208 3 None 500 380 98.6 273.69 4-500 & 1- 4 3-1/2
1/0
Pullbox M Switch 208 3 300 300 285 76 210.95 3-300& 1- 2-1/2 2-1/2 Loads shown in .-
2 MSB, one-line'
--
M Switch M 208 3 300 300 285 76 210.95 3-300& 1- 2-1/2 2-1/2
2
Pullbox L Switch 208 3 80 4 85 22.6 62.73 4-4 & 1-8 1-1/2 1-1/4 Loads shown in
\ MSB, one-line
L Switch L 208 3 80 4 85 22.6 62.73 4-4 & 1-8 1-112 1-1/4
.\-
..
{
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53
RICHMOND/ARCHOS
ENGINEERING
3040 Hogum Bay Rd. NE
Olympia, Wa. 98516
Tel 360-956-0384
Fax 360-352-1275
info@ richmondsystems.com
Project Memo
Pen. College, Student Services Bldg.
Electrical Plan Review
Rod Roche, P.E.
January 13, 2003
Phil Simmons, Simmons Electrical Services
Richmond Project No.:
Client Project No.:
Project
Subject
From
Date
Distribution
3268
The following are RAE's responses to the electrical plan review comments:
Item No. 1
The attached short circuit calculation indicates the available fault current at the proposed new service
transformer. 60,000 amps is used as the SCA, and was obtained from the PUD via a phone
conversation with John G. Hebner. At the time that this calculation was completed, the PUD had not
selected a final transformer size. The use of the value is very conservation.
Item NO.2
This is a mistake. We will revise the drawings to indicate that the ground wire is not to be installed.
Item NO.3
We have sized the wire and protection in accordance with the mechanical equipment schedule for
OCU-1. This schedule states that the minimum circuit amps is 135, and that the maximum overcurrent
device allowed is 175 amps. Therefore we have #1/0 wire (150 amp) and a 175 amp circuit breaker.
This appears to meet the requirement of NEC1999 Art.430-25 and Art. 430-54. Do you concur, or am I
applying the code incorrectly?
Item NO.4
The circuit breaker IS incorrectly sized on MSB, and it Will have to be Increased from 300 to 400 amps.
Item NO.5
ThiS is for a temporary construction power condition. The two panels In Bldg. F need to be energized
while the new building is constructed. Once the new main switchboard MSB is installed and energized,
Panels Land M will be disconnected from the transformer and connected to MSB (final configuration).
Item No.6
See attached 1/4" scale plan requested.
Item NO.7
~'
..
1 ' Conduit type is dictated by installation location. These requirements are included in the specification.
2 See attached Spec Section 16050.
3
4 Item NO.8
5
6 See attached lighting energy calculations on state forms, with separate spreadsheet shown calculations
7 by room.
S
l'
Section 16050
BASIC ELECTRICAL MATERIALS AND METHODS
PART 1 - GENERAL
1.1 SUMMARY
A This Section includes the following:
1. Raceways.
2. Buildmg wire and connectors.
3. Supporting devices for electrical components.
4. Electrical identification.
5. Utility company electnclty-metering components.
6. Electncal demolition.
7. Cuttmg and patching for electrical constructIOn.
1.2 SUBMITTALS
A. Product Data: For utility company electricity-metering components.
B. Shop Drawings: Dimensioned plans and sections or elevation layouts and single-line diagram
of electricity-metering component assemblies specific to this Project.
1.3 QUALITY ASSURANCE
A. Electncal Components, Devices, and Accessories: Listed and labeled as defined in NFP A 70,
Article 100, by a testing agency acceptable to authorities having jurisdict ion, and marked for
mtended use.
B Devices for Utility Company Electncity Metering: Comply with utility company published
standards.
C Comply With NFP A 70.
1.4 COORDINA nON
A. Coordinate chases, slots, inserts, sleeves, and openings for electncal supports, raceways, and
cable with general construction work.
B. Sequence, coordmate, and integrate installing electrical materials and equipment for efficient
flow of the Work. Coordinate installing large eqUipment that requires pOSItioning before
closing in the bUlldmg.
C. Coordinate electrical service connections to components furnished by utility companies.
Peninsula College Student ServIces Bldg
Section 16050 - BASIC ELECTRICAL MATERIALS AND METHODS
Page I of8
Noy 2002
RICHMOND I ARCH OS ENGINEERING
1. Coordinate installation and connection of exterior underground and overhead utilities and
services, including provision for service entrances and electricity-metering components.
D. Where electrical identification devices are applied to field-finished surfaces, coordinate
installatIOn of identification devices with completion of finished surface.
PART 2 - PRODUCTS
2.1
A.
B
C.
D.
E.
F.
G.
2.2
A
B.
C.
RACEWAYS
EMT: Electncal metallic tubing; ANSI C80.3, zinc-coated steel, with compressIOn fittings
FMC' Flexible metal conduit; zmc-coated steel.
IMC. Intermediate metal conduit; ANSI C80.6, zinc-coated steel, with threaded fittings.
LFMC: Liquidtight flexible metal conduit; zinc-coated steel with sunlight-resistant and
mineral-oil-resistant plastic jacket.
RMC: Rigid metal conduit; galvanized rigid steel; ANSI C80.1.
RNC: Rigid nonmetallic conduit; NEMA TC 2, Schedule 40 PVC, with NEMA TC3 fittings.
Raceway FIttmgs: Specifically designed for raceway type with which used.
WIRES, CABLES, AND CONNECTIONS
Conductors, No. lOA WG and Smaller: Solid or stranded copper.
Conductors, Larger Than No lOA WG' Stranded copper
Insulation: Thermoplastic, rated 600 V, 75 deg C mmlmum, Type THW, THHN-THWN, or
USE dependmg on application..
D. Wire Connectors and Splices: UllltS of Size, ampacity ratmg, matenal, type, and class SUitable
for service indicated.
2.3 SUPPORTING DEVICES
A. Matenal: Cold-formed steel, With corrosion-resistant coating.
B. Metal Items for Use Outdoors or in Damp Locations: Hot-dip galvanized steel.
C. Slotted-Steel Channel: Flange edges turned toward web, and 9/16-inch- diameter slotted holes
at a maximum of 2 inches o.c., in webs. Strength rating to suit structural loading.
Pemnsula College Student Services Bldg
SectIOn 16050 - BASIC ELECTRICAL MATERIALS AND METHODS
Page 2 of8
Nov 2002
RICHMOND I ARCHOS ENGINEERING
D. Nonmetallic Slotted Channel and Angle: Structural-grade, factory-formed, glass-fiber-resin
channels and angles with 9/16-inch- diameter holes at a maximum of 8 inches o.c., in at least
one surface. Strength rating to suit structuralloadmg.
E. Slotted Channel Fittings and Accessories: Recommended by the manufacturer for use with the
type and size of channel with which used.
1. Materials: Same as channels and angles, except metal items may be stamless steel.
F.
Raceway and Cable Supports: Manufactured clevis hangers, riser clamps, straps, threaded C-
clamps with retainers, ceiling trapeze hangers, wall brackets, and spring-steel clamps or click-
type hangers.
G.
Pipe Sleeves: ASTM A 53, Type E, Grade A, Schedule 40, galvamzed steel, plain ends.
H.
Cable Supports for Vertical Conduit: Factory-fabricated assembly consIsting of threaded body
and insulating wedging plug for nonarmored electncal cables in riser condUIts. Plugs have
number and size of conductor grippmg holes as required to suit individual risers. Body
constructed of malleable-iron casting with hot-dip galvanized finish.
1.
ExpansIOn Anchors: Carbon-steel wedge or sleeve type.
J.
Toggle Bolts' All-steel spnnghead type.
K.
Powder-Driven Threaded Studs: Heat-treated steel.
2.4
ELECTRICAL IDENTIFICATION
A Identification Device Colors: Use those prescribed by ANSI Al3.I, NFPA 70, and these
SpecificatIOns.
B. Colored Adhesive Marking Tape for Raceways, WIres, and Cables: Self-adhesive vinyl tape,
not less than 1 inch wide by 3 mils thick.
C. Tape Markers for Conductors: Vinyl or vinyl-cloth, self-adhesive, wraparound type with
preprinted numbers and letters.
D. Color-Coding Cable Ties: Type 6/6 nylon, self-locking type. Colors to suit coding scheme.
E. Underground Warnmg Tape: Permanent, bright-colored, contmuous-pnnted, vinyl tape
compounded for permanent direct-burial service, and with the followmg features:
I. Not less than 6 inches wide by 4 mds thick
2. Embedded continuous metallIc strip or core.
3 Printed legend that indicates type of underground line.
F. Engraved-Plastic Labels, SIgnS, and InstructIOn Plates: Engraving stock, melamme plastic
laminate punched or drilled for mechanical fasteners 11 16-inch minimum thIckness for sIgns up
to 20 sq. in and 1I8-inch minimum thickness for larger sizes. Engraved legend in black letters
on white background.
Penmsula College Student Services Bldg
SectIOn 16050 - BASIC ELECTRICAL MATERIALS AND METHODS
Page 3 of8
Nov 2002
RICHMOND / ARCHOS ENGINEERING
G. Warning and CautIon Signs: Preprinted; comply with 29 CFR 1910.145, Chapter XVII. Colors,
legend, and size appropnate to each application.
I. Interior Units: Aluminum, baked-enamel-fimsh, punched or drilled for mechamcal
fasteners.
2. Exterior Units: Weather-resistant, non fading, preprinted, cellulose-acetate butyrate with
0.0396-inch, galvanized-steel backing. 1I4-inch grommets in comers for mounting.
H. Fasteners for Nameplates and Signs: Self-tapping, stainless-steel screws or No. 10/32 stamless-
steel machine screws with nuts and flat and lock washers.
PART 3 - EXECUTION
3.1 ELECTRICAL EQUIPMENT INSTALLATION
A Headroom Maintenance: If mounting heights or other location criteria are not indicated,
arrange and mstall components and eqUipment to provide maximum possible headroom.
B. Materials and Components: Install level, plumb, and parallel and perpendicular to other
building systems and components, unless otherwise mdlcated.
e. Equipment: Install to facilitate service, mamtenance, and repair or replacement of components.
Connect for ease of disconnecting, with minimum mterference with other installatIOns.
D. Right of Way: Give to raceways and piping systems installed at a required slope.
3.2 RACEWAY APPLICATION
A. Outdoor Installations:
I. Exposed: RMe.
2. Concealed: IMC.
3. Underground, Single Run. RNe.
4 Underground, Grouped: RNC.
5. Connection to Vibrating Equipment: LFMe.
6. Boxes and Enclosures: NEMA 250, Type 3R or Type 4, unless otherwise mdlcated.
B. Indoor Installations:
1. Exposed: EMT except in wet or damp locatIOns, use IMe.
2. Concealed m Walls or Ceilings: EMT.
3. In Concrete Slab: RMC.
4. Below Slab on Grade or in Crawlspace: RMC
5. Connection to Vibrating Equipment: FMC; except m wet or damp locations: LFMe.
6. Boxes and Enclosures: NEMA 250, Type 1, unless otherwise indIcated.
3.3 RACEWAY AND CABLE INSTALLATION
Peninsula College Student ServIces Bldg
SectIOn 16050 - BASIC ELECTRICAL MATERIALS AND METHODS
Page 4 of8
Nov 2002
RICHMOND I ARCHOS ENGINEERING
A. Conceal raceways, unless otherwise indicated, withlll finished walls, ceilings, and floors.
B Keep legs of raceway bends in the same plane and keep straight legs of offsets parallel.
C. Use RMC elbows where RNC turns out of slab.
D. Install pull wires III empty raceways Use No. 14 A WG zinc-coated steel or woven
polypropylene or monofilament plastIc line With not less than 200-lb tenSile strength. Leave at
least 12 Illches of slack at each end of pull WIres.
E. Install telephone and signal system raceways, 2-inch trade size and smaller, in maXImum
lengths of 150 feet and with a maximum of two 90-deg ree bends or equivalent. Add pull boxes
where necessary to accomplish this.
F. Connect motors and equipment subject to VIbration, noise transmission, or movement with a
maximum of 72-inches flexible condUIt. Install LFMC in wet or damp locatIons. Install
separate ground conductor across flexible connectIons.
G. Set floor boxes level and trim after installation to fit flush to finished floor surface.
3.4 WIRING METHODS FOR POWER. LIGHTING. AND CONTROL CIRCUITS
A. Application: Use wmng methods specified below to the extent permitted by apphcable codes as
Illterpreted by authonties having jurisdiction.
B. Exposed Feeders: Insulated slllgle conductors III raceway.
C Concealed Feeders in Ceilings, Walls, Gypsum Board PartitIOns: Insulated single conductors III
raceway.
D. Concealed Feeders in Concrete below Floors on Grade III Crawlspaces: Insulated single
conductors in raceway.
E. Exposed Branch Circuits Including in Crawlspaces: Insulated single conductors in raceway
F Concealed Branch Circuits in Ceilings, Walls, Gypsum Board Partitions: Insulated slllgle
conductors III raceway.
G. Concealed Branch Circuits in Concrete, below Floors on Grade: Insulated single conductors in
raceway.
H. Remote-Control Signaling and Power-Limited Circuits, Classes 1, 2, and 3: Insulated
conductors in raceway unless otherwise indicated.
3.5
WIRING INSTALLATION
A.
Make splices and taps that are compatible with conductor material and that possess equivalent
or better mechamcal strength and insulatIOn ratlllgs than unsphced conductors.
Peninsula College Student Services Bldg
SectIOn 16050 - BASIC ELECTRICAL MATERIALS AND METHODS
Page 5 of8
Nov 2002
RICHMOND / ARCHOS ENGINEERING
3.6
ELECTRICAL SUPPORTING DEVICE APPLICATION
A
Damp LocatIons and Outdoors: Hot-dip galvanized materials or nonmetallic, slotted channel
system components.
3.7
B.
Dry LocatIons: Steel matenals.
C.
Strength of Supports: Adequate to carry present and future loads, times a safety factor of at
least four with, 200-lb minimum design load for each support element.
SUPPORT INSTALLATION
Support parallel runs of horizontal raceways together on trapeze- or bracket-type hangers.
3.8
A.
B.
Size supports for multiple raceway or cable runs so capacity can be increased by a 25 percent
mInImum m the future.
C.
Support individual horizontal single raceways wIth separate, malleable-iron pipe hangers or
clamps except use spring-steel fasteners for I-1I2-inch and smaller smgle raceways above
suspended ceilings and for fastenIng raceways to slotted channel and angle supports.
D.
Install sleeves for cable and raceway penetrations of concrete slabs and walls unless core-drilled
holes are used. Install sleeves for cable and raceway penetrations of masonry and fire-rated
gypsum walls and of all other fire-rated floor and wall assemblies. Install sleeves during
erection of concrete and masonry walls.
E.
Secure electrical Items and their supports to building structure, using the following methods
unless other fastening methods are indicated:
I. W ood: Wood screws or screw-type nails.
2. Gypsum Board: Toggle bolts. Seal around sleeves with Joint compound, both sides of
wall.
3. Masonry: Toggle bolts on hollow block and expansion bolts on solid block. Seal around
sleeves with mortar, both sides of wall.
4. New Concrete: Concrete inserts with machine screws and bolts.
5. Existing Concrete: Expansion bolts.
6 Structural Steel. Spring-tensIOn clamps.
a. Comply with A WS D 1.1 for field weldmg.
7. Light Steel Framing: Sheet metal screws.
8. Fasteners for Damp, Wet, or Weather-Exposed Locations: Stainless steel.
9. Light Steel: Sheet-metal screws.
10. Fasteners: Select so load applIed to each fastener does not exceed 25 percent of its proof-
test load.
IDENTIFICATION MATERIALS AND DEVICES
A.
Install at locations for most convenient viewing without interference WIth operatIOn and
maintenance of equipment.
PenInsula College Student ServIces Bldg
SectIOn 16050 - BASIC ELECTRICAL MATERIALS AND METHODS
Page 6 of8
Nov. 2002
RICHMOND I ARCHOS ENGINEERING
.,
B. Coordinate names, abbreviations, colors, and other designations used for electrical identification
wIth corresponding designations indicated in the Contract Documents or required by codes and
standards. Use consistent designations throughout ProJect.
C. Self-AdhesIve Identification Products: Clean surfaces before applymg.
D. Tag and label circuits designated to be extended m the future. Identify source and circuit
numbers in each cabinet, pull and junction box, and outlet box. Color-coding may be used for
voltage and phase IdentificatIOn.
E Install continuous underground plastic markers during trench backfilling, for exterior
underground power, control, signal, and communication lines located directly above power and
communicatIon hnes. Locate 6 to 8 inches below finished grade. If WIdth of multIple hnes
installed m a common trench or concrete envelope does not exceed 16 inches, overall, use a
single lme marker.
F. Install warning, caution, and instruction signs where required to comply with 29 CFR 1910.145,
Chapter XVII, and where needed to ensure safe operation and maintenance of electrical systems
and of items to which they connect. Indoors install engraved plastic-lammated instruction signs
with approved legend where instructions are needed for system or equipment operatIOn. Install
metal-backed butyrate signs for outdoor items.
G. Install engraved-laminated emergency-operating SIgnS with white letters on red background
WIth mmimum 3/8-inch- high letterIng for emergency instructIOns on power transfer, load
shedding, and other emergency operations.
3.9 FIRESTOPPING
A. Apply firestopping to cable and raceway sleeves and other penetrations of fire-rated floor and
wall assemblies to restore origmal undisturbed fire-resistance ratings of assemblies.
Flrestoppmg installation is specified in Division 7.
3.10 DEMOLITION
A. Protect existing electrical equipment and installations indicated to remam If damaged or
disturbed m the course of the Work, remove damaged portions and mstall new products of equal
capacity, quality, and functionality.
B. Accessible Work: Remove exposed electrical equipment and installations, indicated to be
demolished, in their entirety.
C Abandoned Work: Cut and remove bUrIed raceway and wiring, indicated to be abandoned m
place, 2 inches below the surface of adjacent construction. Cap raceways and patch surface to
match existing finish.
D. Remove, store, clean, reinstall, reconnect, and make operational components indicated for
relocation.
3.11 CUTTING AND PATCHING
PenInsula College Student ServIces Bldg
Section 16050 - BASIC ELECTRICAL MATERIALS AND METHODS
Page 7 of8
Nov 2002
RICHMOND I ARCHOS ENGINEERING
. .
A. Cut, channel, chase, and dnll floors, walls, partitions, ceilings, and other surfaces required to
permit electncal installatIOns. Perform cuttmg by skilled mechamcs of trades mvolved.
B. Repair, refimsh and touch up disturbed finish materials and other surfaces to match adjacent
undisturbed surfaces.
END OF SECTION 16050
Pemnsula College Student Services Bldg.
SectIOn 16050 - BASIC ELECTRICAL MATERIALS AND METHODS
Page 8 of8
Nov. 2002
RICHMOND / ARCHOS ENGINEERING
LIGHTING CALCULATION SHEET - Peninsula College Student Services Bldg.
Room Name Sub Length Width Height Mtg Work Total Lamp Lampsl LumensJ Wallsl Actual No Actual Walls!
No Area Height Plane Area Type Fixture Lamp Fixture 1 of Fixtures Walls (ft')
(ft) (ft) (ft) (ft) (ft) (ft')
101 RECEPTION IRREGULAR 294 22 85 85 25 647 T8 1 2850 32 7 380 083
T8 1 2850 78 2 156
VEST VESTIBULE IRREGULAR 280 8 6 25 224 2 300 2 600 268
102 TECH IRREGULAR 110 85 85 85 25 94 T8 2 2850 58 1 58 062
103 ELEVATOR EQUIPMENT 65 6 85 85 25 39 T8 2 2850 58 1 58 149
103 VAULTED WALK 480 85 85 85 25 408 T8 1 2850 32 18 576 154
T8 1 2850 27 2 54
104 FIRE SPRINK IRREGULAR 95 6 85 85 25 57 T8 2 2850 58 1 58 102
105 107 93 85 85 25 100 T8 2 2850 58 2 116 117
106 103 10 85 85 25 103 T8 2 2850 58 2 116 113
107 130 83 85 85 25 108 T8 2 2850 58 2 116 108
108 IRREGULAR 130 114 85 85 25 148 T8 2 2850 58 3 174 117
109 110 8 85 85 25 88 T8 3 2850 88 1 88 100
HALL 150 4 85 85 25 60 T8 2 2850 58 1 58 097
110 120 10 85 85 25 120 T8 2 2850 58 2 116 097
111 100 10 85 85 25 100 T8 2 2850 58 2 116 116
112 100 10 85 85 25 100 T8 2 2850 58 2 116 116
113 100 10 85 85 25 100 T8 2 2850 58 2 116 116
114 103 15 85 85 25 155 T8 3 2850 88 2 176 114
115 103 10 85 85 25 103 T8 2 2850 58 2 116 1 13
116 103 10 85 85 25 103 T8 2 2850 58 2 116 113
117 IRREGULAR 103 10 85 85 25 103 T8 2 2850 58 2 116 113
121 TOILET 135 109 8 8 25 147 T8 2 2850 62 2 188 128
T8 1 2850 32 2
122 TOILET 135 12 8 8 25 162 T8 2 2850 62 2 188 1 16
T8 1 2850 32 2
123 LOBBY IRREGULAR 340 10 85 85 25 340 T8 1 2850 32 7 224 184
2 0 200 2 400
124 155 9 85 85 25 140 T8 2 2850 58 2 116 083
125 BREAK 130 12 85 85 25 156 T8 2 2850 58 1 186 119
T8 1 2850 32 4
126 110 85 85 85 25 94 T8 2 2850 58 2 116 124
127 WORK 130 128 85 85 25 166 T8 2 2850 58 1 186 112
T8 1 2850 32 4
128 IRREGULAR 110 87 85 85 25 96 T8 2 2850 58 2 116 121
129 FIN AID 170 105 85 85 25 179 T8 2 2850 58 2 180 101
T8 1 2850 32 2
130 110 87 85 85 25 96 T8 2 2850 58 2 116 121
131 RECORDS 230 168 85 85 25 386 T8 2 2850 58 6 348 090
132 167 10 85 85 25 167 T8 2 2850 58 3 174 104
133 SMALL CONF 110 93 85 85 25 102 T8 2 2850 58 2 116 113
134 IRREGULAR 294 14 85 85 25 412 T8 2 2850 58 6 348 085
135 IRREGULAR 130 12 85 85 25 156 T8 2 2850 58 1 58 037
136 CAR SERVE IRREGULAR 234 6 85 85 25 140 T8 1 2850 32 3 96 068
139 COUNSELING 340 21 85 85 25 714 T8 2 2850 58 12 920 129
T8 1 2850 32 7
140 LOBBY IRREGULAR 300 30 85 85 25 900 T8 1 2850 32 16 912 101
T8 2 2850 200 2
200 UPP",R LOBBY 250 14 85 85 25 350 T8 1 2850 32 11 497 142
T8 1 2850 27 3 81
T8 1 2850 32 2 64
BldgD-L1g-calc3268-a xis
LIGHTING CALCULATION SHEET - Peninsula College Student Services Bldg.
Room Name Sub Length Width Height Mtg Work Total Lamp Lamps! Lumensl Watts! Actual No Actual Watts!
No Area Height Plane Area Type Fixture Lamp Flxture1 of Fixtures Watts (ft')
(ft) (ft) (ft) (ft) (ft) (ft')
201 MEN 90 55 85 85 25 50 T8 2 2850 58 1 58 117
202 WOMEN 90 55 85 85 25 50 T8 2 2850 58 1 58 117
204 90 6 85 85 25 54 T8 2 2850 58 1 58 107
205 90 6 85 85 25 54 T8 2 2850 58 1 58 107
206 90 8 85 85 25 72 T8 2 2850 58 1 58 081
207 STOR 80 4 85 85 25 32 T8 1 2850 32 1 32 100
208 170 8 85 85 25 136 T8 2 2850 58 2 116 085
209 120 8 85 85 25 96 T8 2 2850 58 2 116 121
210 RECEPTION 90 85 85 85 25 77 T8 2 2850 58 1 58 076
211 WAITING 140 125 85 85 25 175 T8 2 2850 58 2 212 121
T8 1 2850 32 3
212 CLAS_SROOM 4 350 225 25 788 T8 2 2850 58 12 888 113
T8 1 2850 32 6
213 UPPER LOBBY IRREGULAR 435 19 25 827 T8 1 2850 32 16 775 094
T8 1 2850 27 5 135
T8 1 2850 32 4 128
214 DESK 123 10 85 85 25 123 T8 1 2850 32 7 224 182
215 CLASSROOM 1 IRREGULAR 390 26 8 8 25 1014 T8 2 2850 58 17 1242 122
T8 1 2850 32 8
216 , CLASSROOM 3 IRREGULAR 340 213 8 25 724 T8 2 2850 58 12 760 105
T8 1 2850 32 2
217 . CLASSROOM 2 IRREGULAR 333 225 8 25 749 T8 2 2850 58 12 824 110
T8 1 2850 32 4
218 120 8 85 85 25 96 T8 2 2850 58 2 116 121
219 120 8 85 85 25 96 T8 2 2850 58 2 116 121
220 . CONFERENCE IRREGULAR 273 15 85 85 25 410 T8 2 2850 58 6 508 124
. T8 1 2850 32 5
221 COMM CLOS IRREGULAR 85 4 85 85 25 34 T8 1 2850 32 1 32 094
300 MECHANICAL IRREGULAR 370 273 85 85 - 25 1010 T8 2 2850 58 11 638 063
ATTIC CHASE IRREGULAR 409 16 85 85 25 654 T8 2 2850 58 7 406 062
Totals: 15,180 16,842 1.11 Watts/sf
BldgD-Ltg-calc3268-a xis
2001 Washington State Nonresidential Energy Code Compliance Form
Lighting Summary LTG-SUM
2001 Washington State NonreSidential Energy Code Compliance Forms
Revised June 2002 . KJM
Project Info PrOject Address Pen1nsula College Student Servl.ces BUJ.ld1nq Date 1/10/2003
Port Angeles, WashJ.ngton For BUilding Department Use
3 - Fl.ll out th1S 1.1.ne on PRJ-SUM
Applicant Name PenJ.nsula College S tuden t Serv1ces BU11d1nq
Applicant Address 1502 E Laur1dsen Blvd Port Angeles I Wa
Applicant Phone 360-417-6550
o New BUilding 0 Addlllon
o Alteration
o Plans Included
Iproject Description
Refer to WSEC Section 1513 for controls and commissioning requirements
Compliance Option
o Prescriptive @ Lighting Power Allowance 0 Systems AnalYSIS
(See Qualification Checklist (over) Indicate Prescriptive & LPA spaces clearly on plans)
Alteration Exceptions
(check appropriate box)
o No changes are being made to the lighting
o Less than 60% of the fixtures are new, and Installed lighting wattage IS not being Increased
Maximum Allowed Lightin~ Watta2e (Interior)
Location Allowed
(floor/room no ) Occupancy Descnptlon Watts oer fe .. Area In re Allowed x Area
Ent1re Bldg School 1.35 15180.0 20493.0
.. From Table 15-1 (over) - document all exceptions on form L TG-LPA Total Allowed Watts 20493.0
Notes
1 Use manufacturer's listed maximum Input wattage For hard-Wired ballasts only, the
default table In the NREC Techmcal Reference Manual may also be used
2 Include eXit lights unless less than 5 watts per fixture
Proposed Lighting Wattage (Interi:bt:)st all fixtures For exempt lighting. not exception and leave Watts/Fixture blank
Location Number of Watts/ Watts
(floor/room no ) Fixture Descrlpllon Fixtures Fixture Proposed
Ent.1.re Bldg See attached calculat.1on sheet 1 16842 o . 16842.0
Total Proposed Watts may not exceed Total Allowed Watts for Intenor Total Proposed Watts 16842 0
Maximum Allowed Lighting Wattage (Exterior)
Allowed Watts Area In ft2 Allowed Watts
Location DeSCription per ft2 or per If (or If for perimeter) x ft2 (or x If)
Covered Parking 02W/ft2
(standard paint)
Covered Parking 03 W/ft2
(reflective paint)
Open Parking 02W/ft2
Outdoor Areas 02W/ft2
Bldg (by facade) o 25 W/ft2
Bldg (by penm) BU11d1ng Exterior L1ghtJ.ng 75W/lf 402.0 3015.0
Note for bUilding extenor, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 3015.0
Proposed Lighting Wattage (Exterior)
Use mfgr listed maximum Input wattage For fixtures With hard-Wired ballasts only,
the default table In the NREC Techmcal Reference Manual mav also be used
Number of Watts/ Watts
Location Fixture Descnptlon Fixtures Fixture Proposed
Bldg Mounted Type Ll F1xture 38 32.0 1216 0
Bldg Mounted Type P Fl.xture 2 129.0 258.0
Tower Chand11er (Allowance) 1 400.0 400 0
Bldq Mounted Type S FJ.xture 3 75.0 225.0
Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 2099 0
.
2001 Washington State Nonresidential Energy Code Compliance Form
Lighting Summary (back) LTG-SUM
2001 Washington Stale Nonresidential Energy Code Compliance Forms
Revised June 2002 . KJM
Prescriptive Spaces Occupancy
Qualification Checklist Lighting Fixtures
Note If occupancy type IS "Other" and
fixture answer IS checked, the number of
fixtures In the space IS not limIted by Code
Clearly indicate these spaces on plans If
not qualified, do LPA Calculations
o Warehouses, storage areas or aircraft storage hangers @Other
D Check here If at least 95% of fixtures In the space meet all four cntena
Fixtures are fluorescent, non-lensed, with only one or two lamps, and
2 Lamps are T-1, T-2, T-4, T-5, T-6, T- 3 Lamps are 5-50 Watts, and
4 Ballasts are electroniC ballasts 5 EXit lights < 5 wattslfixture
6 Screw-in compact fluorescent fixtures do not qualify
TABLE 15-1 Unit Lighting Power Allowance (LPA)
Use LPA' Use LPA'
(W/sf) (W/sf)
PalntlnQ, weldlnQ, carpentry, machine Shops 23 Police and fire stations. 15
Barber shops, beauty shops 20 Atna (atnums) 10
Hotel banqueVconference/exhlbltlon haW" 20 Assembly spaces', audltonums, gymnasia, heaters 10
Laboratones 20 Group R-1 common areas 10
Aircraft reoalr hanoars 15 Process olants 10
Cafetenas, fast food establishments 15 Restaurants/bars 10
Factones, workshoos, handllnQ areas 15 Locker and/or shower facilities 08
Gas stations, auto reoalr shoos" 15 Warehouses ,storage areas 05
Institutions 15 Aircraft storaQe hanQars 04
lIbranes 0 15 Retail'., retail banking 15
Nursing homes and hotel/motel guest rooms 15 Parking garages See Section
1532
Wholesale stores (oallet rack shelvlno) 15
Mall concourses 14 Plans Submitted for Common Areas Only
Schools bUildings (Group E occupancy only), 135 Main fioor bUilding lobbies' (except mall 12
school classrooms, day care centers concourses)
Laundnes 13 Common areas, corndors, tOilet facIlities and 08
washrooms, elevator lobbies
Office bUildings, office/administrative areas In 12
faCIlities of other use types (Including but not limited
to SChOOISs P~lspltals, Institutions, museums, banks,
churches)" ,
Footnotes for Table 15-1
1) In cases In which a general use and a speCific use are listed, the speCific use shall apply In cases In which a use IS not
mentioned specifically, the Unit Power Allowance shall be determined by the bUilding offiCial ThiS determination shall be based
upon the most comparable use speCified In the table See Section 1512 for exempt areas
2) The watts per square foot may be Increased, by two percent per foot of ceiling height above twenty feet, unless speCifically
directed otherwise by subsequent footnotes
3) Watts per square foot of room may be Increased by two percent per foot of ceiling height above twelve feet
4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly
5) Watts per square foot of room may be Increased by two percent per foot of ceiling height above nine feet
6) Includes pump area under canopy
7) In cases In which a lighting plan IS submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1 35 may be used
for usable office floor area and 0 80 watts per square foot shall be used for the common areas, which may Include elevator
space, lobby area and rest rooms Common areas, as herein defined do not Include mall concourses
8) For the fire engine room, the Unit lighting Power Allowance IS 1 0 watts per square foot
9) For Indoor sport tournament courts With adjacent spectator seating, the Unit lighting Power Allowance for the court area IS 26
watts per square foot
10) Display Window Illumination Installed Within 2 feet of the Window, lighting for free-standing display where the lighting moves With
the display, and bUilding showcase Illumination where the lighting IS enclosed Within the showcase are exempt
An additional 1 5 witt' of merchandise display luminaires are exempt proVided that they comply With all three of the follOWing
a) located on ceiling-mounted track or directly on or recessed Into the ceiling Itself (not on the wall)
b) adjustable In both the honzontal and vertical axes (vertical aXIs only IS acceptable for fluorescent and other fixtures With
two pOints of track attachment)
c) fitted With tungsten halogen, fiuorescent, or high intensity discharge lamps
ThiS additional lighting power IS allowed only If the lighting IS actually Installed
11) ProVided that a fioor plan, Indicating rack location and height, IS submitted, the square footage for a warehouse may be
defined, for computing the In tenor Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face
area (access Side only) of the racks The height allowance defined In footnote 2 applies only to the floor area not covered by
racks
t
Lighting Permit Plans Checklist L TG-CHK
2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002 . KJM
Project Address Pen~nsula College Student Serv~ces Bu~ld~ng Date 1/10/2003
The following Information IS necessary to check a lighting permit application for compliance with the lighting requirements In the
1994 Washington State Nonresidential Energy Code
Applicability Code Location Building Department
(yes, no, n a ) Section Component Information ReqUired on Plans Notes
LIGHTING CONTROLS (Section 1513)
yes 15131 Local control/access Schedule With type, Indicate locations
E2 Dwgs
yes 15132 Area controls Maximum limit per sWitch
E2 Dwgs
no 15133 Daylight zone control Schedule With type and features, Indicate locations
yes vertical glazing Indicate vertical glazing on plans
yes overhead glazing Indicate overhead glazing on plans
n.a. 15134 Dlsplay/exhlb/speclal Indicate separate controls
15135 Extenor shut-off Schedule With type and features, indicate location
(a) timer w/backup Indicate location
yes (b) photocell Indicate location
E2 Dwgs
15136 Inter auto shut-off Indicate location
yes 151361 (a) occup sensors Schedule With type and locations
E2 Dwgs
a.a. 151362 (b) auto sWitches Schedule With type and features (back-up, override capability),
Indicate size of zone on plans
4 1513.7 CommissIoning Indicate requirements for lighting controls commissIoning
yes Lighting Sum Form Completed and attached
Schedule With fixture types,
lamps, ballasts, watts per fixture
yes Elec motor efficiency MECH-MOT or EqUipment Schedule With hp, rpm, efficiency
2001 Washington State Nonresidential Energy Code Compliance Form
If "no" is circled for any question, provide explanation:
Daylighting controls are not required, as rooms contain occupancy sensors.
A
.
2001 Washington State Nonresidential Energy Code Compliance Form
Lighting Permit Plans Checklist L TG-CHK
2001 Washington State Nonresidential E gy P
Lighting - General Requirements
1513 Lighting Controls. Lighting, including exempt lighting In
Section 1512, shall comply With this section Where occupancy
sensors are cited, they shall have the features listed In Section
151361 Where automatic time sWitches are cited, they shall
have the features listed In Section 1513 6 2
1513.1 Local Control and Accessibility:Each space,
enclosed by walls or ceiling-height partitions, shall be provided
With lighting controls located Within that space The lighting
controls, whether one or more, shall be capable of turning off
all lights Within the space The controls shall be readily
accessible, at the pOint of entry/exit, to personnel occupYing or
uSing the space
EXCEPTIONS: The follOWing lighting controls may be
centralized In remote locations
1 Lighting controls for spaces which must be used
as a whole
2 Automatic controls
3 Controls requiring trained operators
4 Controls for safety hazards and security
1513.2 Area Controls:The maximum lighting power that may
be controlled from a single sWitch or automatic control shall not
exceed that which IS provided by a twenty ampere Circuit
loaded to not more than eighty percent. A master control may
be Installed provided the indiVidual SWitches retain their
capability to function Independently Circuit breakers may not
be used as the sole means of SWitching
EXCEPTIONS:
1 Industrial or manufacturing process areas, as
may be required for production
2 Areas less than five percent of footprint for
footprints over 100,000 square feet
1513.3 Daylight Zone Control:AII dayllghted zones, as
defined In Chapter 2, both under overhead glaZing and
adjacent to vertical glaZing, shall be prOVided With indiVidual
controls, or daylight-or occupant-sensing automatic controls,
which control the lights Independent of general area lighting
Contiguous daylight zones adjacent to vertical glaZing are
allowed to be controlled by a Single controlling device provided
that they do not Include zones facing more than two adjacent
cardinal orientations (I e north, east, south, west) Daylight
zones under overhead glaZing more than 15 feet from the
perimeter shall be controlled separately from daylight zones
adjacent to vertical glaZing
EXCEPTION:
Daylight spaces enclosed by walls or ceiling
height partitions and containing 2 or fewer light
fixtures are not required to have a separate SWitch for
general area lighting
1513.4 Display, Exhibition, and Specialty Lighting
Controls: All display, exhibition, or speCialty lighting shall be
controlled Independently of general area lighting
1513.5 Automatic Shut-Off Controls, Exterior:Exterlor
lighting not Intended for 24-hour continuous use shall be
automatically SWitched by timer, photocell, or a combination of
timer and photocell. Automatic time SWitches must also have
program back-up capabilities, which prevent the loss of
program and time settings for at least 10 hours, If power IS
Interrupted
1513.6 Automatic Shut-Off Controls, InteriorOfflce
bUildings greater than 5,000 sq ft and all school classrooms
shall be eqUipped With separate automatic controls to shut off
the lighting dUring unoccupied hours Automatic controls may
be an occupancy sensor, time SWitch, or other deVice capable
of automatically shutting off lighting
EXCEPTIONS:
1 Areas that must be continuously Illuminated, or
Illuminated In a manner reqUiring manual
operation of the lighting
2 Emergency lighting systems.
3 SWitching for Industrial or manufactUring process
faCIlities as may be reqUired for production
1513.6.1 Occupancy Sensors:Occupancy sensors shall be
capable of automatically turning off all the lights In an area, no
more than 30 minutes after the area has been vacated
1513.6.2 Automatic Time Switches:Automatlc time SWitches
shall have a minimum 7 day clock and be capable of being set
for 7 different day types per week and Incorporate an automatic
holiday "shut-off" feature, which turns off all loads for at least
24 hours and then resumes normally scheduled operations
Automatic time SWitches shall also have program back-up
capabilities, which prevent the loss of program and time
settings for at least 10 hours, If power IS Interrupted
Automatic time SWitches shall Incorporate an over-ride
SWitching deVice which
a) IS readily acceSSible,
b) IS located so that a person uSing the deVice can see the
lights or the areas controlled by the SWitch, or so that the
area being Illuminated IS annunCiated, and
c) IS manually operated,
d) allows the lighting to remain on for no more than two hours
when an over-ride IS Initiated, and
e) controls an area not exceeding 5,000 square feet or 5
percent of footprint for footprints over 100,000 square feet,
whichever IS greater
1513.7 Commissioning Requirements:For lighting controls
which Include daylight or occupant sensing automatic controls,
automatic shut-off controls, occupancy sensors, or automatic
time SWitches, the lighting controls shall be tested to ensure
that control deVices, components, equipment and systems are
calibrated, adjusted and operate In accordance With approved
plans and speCifications Sequences of operation shall be
functionally tested to ensure they operate In accordance With
approved plans and speCifications. A complete report of test
procedures and results shall be prepared and filed With the
owner DraWing notes shall require commissioning In
accordance With thiS paragraph.
.
Short Circuit Calculations RICHMOND/ARCHOS
ENGINEERING
Project Name Peninsula College, Student Services Building 2= Mains SWitchboard
Project No 3268 3= Panel P1
Date November 4, 2002 4= Panel D 6= Panel M(E)
Engineer Rod Roche, P E 5= Panel P2 7= Panel L(E)
Beginning Bus ----> Utility 2 2 3 2 2
to to to to to to
Endlnq Bus ----> 2 3 4 5 6 7
Voltage Llne-to-Llne 3Phs 208 208 208 208 208 208
Circuit Length 150 5 50 65 165 165
Conductor Type Cu Cu Cu Cu Cu Cu
Conductor Construction Wire Wire Wire Wire Wire Wire
Insulalion Type PVC PVC PVC PVC PVC PVC
Insulatlo:l Voltage Rating 600 600 600 600 600 600
Wire Size / Buss Amp 350 500 350 3/0 4 300
Cable Construction 1c 1c 1C 1c 1c 1c
Conduit Type Steel Steel Steel Steel Steel Steel
Number of Conductors/Phs 4 1 2 1 1 1
X ohms/conductor/1 000f! o 0383 o 0379 o 0383 004 00441 o 0393
R ohms/conductor/1 000f! o 0333 o 0244 o 0333 o 0668 0.259 o 0385
SOURCE DATA
SCA from Upstream segment 60000 32272.82 32272 82 30454 06 32272 82 32272 82
X/R Ratio back to Source 10 2367419 2367419 2304151 2367419 2367419
X Ohms back to Source 0001992 o 003428 o 003428 0003617 o 003428 o 003428
R Ohms back to Source 0000199 0001448 0001448 000157 0.001448 0001448
ADD MOTOR CONTRIBUTION
SCA Motor Contnbutlon
SCA Total 60000 32272 82 32272 82 30454 06 32272 82 32272 82
X Ohms new 0001992 o 003428 o 003428 0003617 o 003428 0.003428
R Ohms new o 000199 0001448 0001448 000157 0001448 0001448
CONDUCTOR SEGMENT
X Ohms 0001436 000019 o 000958 o 0026 o 007277 o 006485
R Ohms o 001249 0000122 0.000833 o 004342 0.042735 o 006353
AT END OF BUS
Total X Ohms o 003428 o 003617 o 004385 0.006217 o 010704 0.009912
Total R Ohms 0.001448 000157 o 00228 0.005912 0044183 o 0078
X/R Ratio 2367419 2304151 1 923035 1 051657 0.242272 1 270741
SCA from this Segment 32,273 30,454 24,296 13,997 2,642 9,521
Allowable Fault Duratlon(sec) 0.51535 1 .181109 0909314 o 629693 1 094006 4 350585
short-ckt-study xis CALCs
1 of 1
1/10/2003 356 PM
.
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(viii) Project inspector/designee name.
(7) Identification of traffic management system components. Local government jurisdictions or
WSDOT may act as the certifying authority for the safety evaluation of components.
(a) An electrical service cabinet must contain only listed components. The electncal
service cabinet enclosure is not required to be listed but Will conform to subsection (2)
of this section.
(b) The local government jurisdiction must identify, as acceptable, the controller cabinet
with an Identification plate. The Identification plate must be located inside the cabinet
and may be attached with adheSive.
(8) Conductors of different Circuits In same cable, enclosure, or raceway. All traffic management
system circuits Will be permitted to occupy the same cable, enclosure, or raceway without
regard to voltage charactenstlcs, prOVided all conductors are Insulated for the maximum
voltage of any conductor in the cable, enclosure, or raceway.
WAC 296-46A-11 0 Identification methods.
(1) Each cable operating at over 600v and installed on customer owned systems must be legibly
marked In a permanent manner at each termination point and at each pOint the cable IS
accessible. The required marking must use phase designation, operating voltage, and cirCUit
number if applicable.
(2) Where electrical equipment is installed to obtain a series combination rating, the identification
as required by Article 110-22 NEC, must be in the form of an identification plate that IS
substantially yellow In color. The words "CAUTION - SERIES RATED SYSTEM" must be on
the label In letters at least 1/2" (13mm) high.
WAC 296-46A-130 Classification or definition of occupancies.
Occupancies are classified and defined by the agency that registers or licenses or defines their operation
or occupancy, as follows:
(1) Educational faCility refers to a building or portion of a building used pnmarily for educational
purposes by six or more persons at one time for twelve hours per week or four hours in any
one day. Educational occupancy includes: Schools (preschool through grade 12), colleges,
academies, universities, and trade schools.
(2) Institutional faCIlity refers to a building or portion of a building used primanly for detention and
correctional occupancies where some degree of restraint or secunty IS required Such
occupancies Include, but are not restricted to: Penal institutions, reformatones, jails, detention
centers, correctional centers, and residential-restrained care.
(3) Health or personal care facility. Health or personal care faCIlity refers to buildings or parts of
bUildings that contain, but are not limited to, faCilities that are required to be licensed by the
department of social and health services (e.g., hospitals, nursing homes, private alcoholism
hospitals, pnvate psychiatric hospitals, boarding homes, alcoholism treatment faCIlities,
maternity homes, birth centers or childbirth centers, residential treatment faCIlities for
psychlatncally impaired children and youths, and renal hemodialysis clinics) and medical,
dental or chiropractic offices or cliniCS, outpatient or ambulatory surgical clinics, and such
other health care occupancies where patients who may be unable to provide for their own
needs and safety Without the assistance of another person are treated.
(a) "Hospital" means any institution, place, bUilding, or agency prOViding
accommodations, facilities and services over a continuous penod of twenty-four hours
or more, for observation, diagnosis, or care of two or more Individuals not related to
the operator who are suffenng from illness, Injury, deformity, or abnormality, or from
any other condition for which obstetncal, medical, or surgical services would be
appropnate for care or diagnosis
Chapter 296-46A WAC (Effective Date-6/29/01)
[9 ]
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"
t
alteration in floor plan View, Include switchboard and/or panel board schedules and when a
service or feeder is to be Installed or altered, must include a riser diagram, load calculation,
fault current calculation and interrupting rating of equipment. Where existing electncal systems
are to supply additional loads, the plans must Include documentation that proves adequate
capacity and ratings. The plans must be submitted with a plan review submittal form available
from the department. All required fees will be paid after the review IS completed. Approved
plans will be returned when all fees are paid.
(8) Plan review for new or altered electrical installations of other types of construction may be
voluntanly requested by the owner or electncal contractor.
(9) For eXisting structures where additions or alterations to feeders and services are proposed,
Article 220-35(1) NEC may be used. If Article 220-35(1) NEC is used the following IS required:
(a) The date of the measurements.
(b) A statement attesting to the validity of the demand data, signed by a professional
electncal engineer or the electncal administrator of the electncal contractor performing
the work
(c) A diagram of the electrical system IdentifYing the POlnt(s) of measurement.
(d) BUilding demand measured continuously on the highest-loaded phase of the feeder or
service over a thirty-day period, with demand peak clearly Identified. (Demand peak is
defined as the maximum average demand over a fifteen-minute Interval.)
(10) Due to their minimal load requirements, plan review of the following limited energy systems
will not be required: Fire alarm, nurse call, intrusion or secunty alarm, intercom, public
address, mUSIC, energy management, programmed clock, or telecommunications.
(11) When the service or feeder load calculation IS affected five percent or less by the addition or
alteration of five or less branch circuits, plan review for the branch circuits may be requested
from the department's local inspection office. Permission for such small project plan review
may be granted at the discretion of the electncal inspection field supervisor, the plans
examiner supervisor, or the chief electrical inspector.
WAC 296-46A-155 Wiring methods for designated building occupancies.
Winng methods, equipment and devices for health or personal care, educational and institutional facIlities
as defined or classified in this chapter and for places of assembly for one hundred or more persons must
comply with Tables 1 and 2 and the notes thereto. For determining the occupant load of places of
assembly, the methods of the currently adopted edition of the Uniform Building Code must be used.
Chapter 296-46A WAC (Effective Date-6/29/01)
[ 12 ]
, .
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,
Table 1
Health or Personal Care Facilities
Electrical System - Wiring Methods
Health or Personal Care
Facility Type
Power
and
Lighting
1
Emergency Limited Patient Plan
Power and Energy Care Review
Lighting Systems Areas
1 1 1 YES
YES
Hospital
Nursing home unit or long-term
care unit
Boarding home or assisted
living facility
Private alcoholism hospital
Alcoholism treatment facility
Private psychiatric hospital
Maternity home
Birth center or childbirth center
YES
Renal hemodialysIs clinic
Medical, dental,
chiropractic clinic
Residential treatment faCility for
psychiatrically Impaired children
and youth
and
YES
YES
YES
YES
NO
YES
NO
YES
NO
Ambulatory surgery facility
Hospice care center
YES
Adult residential rehabilitation
center
YES
Group care facility
NO
Notes to Tables 1 and 2
1 WIring methods in accordance with the NEC.
2. Metallic or nonmetalliC raceways, Ml, MC, or AC cable.
Chapter 296-46A WAC (Effective Date-6/29/01)
[ 13 ]
.. ~
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.
~
Table 2
Educational and Institutional Facilities, Places of Assembly or Other Facilities
Electrical System - Wiring Methods
Educational, Institutional
or Other Facility Type
Educational
Power
and
Lighting
2
2
Emergency
Power and
Lighting
2
2
Limited
Energy
Systems
1
Plan
Review
Required
YES
YES
NO
Institutional
Places of assembly for 100 or more
persons
Child day care center
NO
NO
NO
School-age child care center
Family child day care home, family
child care home, or child day care
facIlity
Notes to Tables 1 and 2
1. WIring methods in accordance with the NEC.
2. Metallic or nonmetallic raceways, Ml, MC, or AC cable.
WAC 296-46A-21052 Tamper resistant receptacles.
Listed tamper resistant receptacles or listed tamper resistant cover plates are required in licensed day
care facilities, pediatric, or psychiatric patient care areas for 15 or 20 ampere, 125 volt receptacles.
WAC 296-46A-215 Feeders--Ground fault protection testing.
Equipment ground fault protection systems required by the NEC must be tested prior to being placed into
service to verify proper Installation and operation of the system as determined by the manufacturer's
published instructions. This test or a subsequent test must Include all system feeders. The test must be
performed by a firm that has qualified personnel and proper equipment to perform the tests required. A
copy of the manufacturer's performance testing Instructions and a written performance acceptance test
record signed by the person performing the test must be provided for the Inspector's records at the time of
Inspection. The performance acceptance test record must Include test details Including, but not limited to.
All trip settings and measurements taken dunng the test.
WAC 296-46A-220 Branch circuit and feeder calculations.
(1) Circuits must be taken to all unfinished spaces adaptable to future dwelling Unit living areas
which are not readily accessible to the service or branch CircUit panelboard. The circuits must
terminate in a sUitable box(es). The box must contain an Identification of the Intended purpose
of the circuit(s) The branch circUit panel board must have adequate space and capacity for the
intended load(s).
(2) Occupancy lighting loads. In determining feeder and service entrance conductor sizes and
equipment ratings, the currently adopted Washington state energy code unit lighting power
allowance table and footnotes may be used in lieu of 220-3 NEC.
WAC 296-46A-22530 More than one building or other structure.
The building disconnecting means required by Article 225-32 NEC (except for Exceptions 1, 2, 3, or 4),
Chapter 296-46A WAC (Effective Date-6/29/01)
[ 14]
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P1rrJ~JiCi'cCj~" -A I i 1\-;1'11 o31~ MSB-38j40j42 ~~,
FACP 'L_[ . I [i-----II ~ A- rl~ \~\ ,<~
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-"'<z'@;-~ --"-- ~ ,I ~ I I CAB TS f~) '/'
/-~~~~~~~L:_ -----~:...-=--=--=--=--::.=.-=:.-::.-=-= I 'I ::oQ~ /<;,
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P1-31
P1-33
PENINSULA COLlEGE
RlCHIMOND/ARCHCJB RAE NO. 3268
ENGINEERING FILE E-04
DRAWN XXX
IIlMO ..... MY .., Ie ~ 0ClIMIIClE. .. ~
ca._.. - ~ ':.-~ CHECKED RR
~' -,AlC___
E-tUoL> ...................__ DATE 01-13-03
CE-001
RE. E-04
PORT ANGELES, WASHINGTON
PLAN REVIEW
@ 2002 Northwest Architectural Co PS
_ _ _~. _ ____ ___ '_ _____.__J ..........._~_~_~,.__...__~_......_._ ____~___________...._______..
GEOTECHNICAL ENGINEERING. ENVIRONMENTAL ENGINEER
CON S T R U C T ION T EST I N G & INS P E C T ION CITY F PO~T ANGELES
Dept. of C~":lm~nl!y_pevelopmenl
~-~ l<razarl & ASS 0 C I ATE S, I N
^ ugllst 28. 2003
KA Project No.: 106-03023
V ISIOIl Bu i1dcrs
Mr. Greg Hopfs
3705 S. Critchfield Rd.
Pt. Angeles. W A 98362-2513
RE. Peninsula College Student Scn:icc~ Building/Pt. Angeles, W A
Dear Mr. Hopfs:
-
In accordance with your request and authorization. the following test data are presented on the followlllg reports,
whIch are enclosed:
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Aug 5 FIeld Report No. 9805
Aug 7 Welding Report No. 6916
Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable.
\t\
If you have any questions. or if we can be of further assistance, please do not hesitate to contact our office.
....,
~
Respectfully submItted.
~
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Penn Seely. Laboratory Manager
Peninsula DIvision
~
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Enc losures
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( c CCllnlf'Pt-"ngck, =-Mrr:OU1~ITaclinlCt1J
With Eleven Offices Serving The Western United States
20714 Stale Hwy. 305 NE, Suite 3C. Pouhho, Washlnglon 98370. (360) 598-2126. Fax: (360) 598-2127
~KrazaI1 & Associates, Inc.
FIELD REPORT NO: 9805
GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION . NATURAL RESOURCES / WETLANDS
DATE. ? / S 0-:5
PROJECT #: { t I~~- 0 3 ~'l?J
PROJECT.A/5S'TLJOE.NT 9..ftVlcES IJL06.
CLIENT: nS/CJdlJ I3UJ,'-Og/L5
KRAZAN PROJECT MANAGER:5~
CONTRACTOR: V/5/t1YJ ;jO//,JJ&Il,>
JURISDICTION: It: AN~~U ~
-
PERMIT #: 3 "'2-
INSPECTOR: ~-d 6f1d~/ ~
WEATHER: ~A~ .
,,~
TEMP: 70 ..{.
~s,af; f>1[~ q'!!f_l~~A-X;:51:}k~:nr;:t[[j:~C/ift/J
"31..0 ~t~ .o:f:L-.I</ IU (i> r~ COIZ,,) ,0 <t: - t I
~)a1.$7E 6'L~~ Lv' ~ ~orn~ '1""~ (f;f;:1 ~/~~
~<;dC -:#-L-f"2, ~k ' e:., 1'E.. _ di= __ g- _ b ~L W=,t?
4 II 7'1+TEIL ~ 0 (jot. L.1../"rr~(L ~ . C~A $"/ Y G~L/Ql./J:J.J'/2/:I
AiYL T~J11.f 70 -.f COYLe.. T~fr1t' -Z~. +'
e/L
L.j10~
To the best of my knowledge, the above WAS I WAS NOT performed In accordance with the ap rove plans, specificalions, and regulatory requirements.
Superintendent/Representative: Technici n
215 West Dakota Avenue ClOVIS, CA 93612
4231 Foster Ave Bakersfield. CA 93308
1025 Lone Palm Ave #8G Modesto, CA 95351
545 Parrott St San Jose. CA 95112
123 Commerce Clfcle Sacramento, CA 95815
(559) 348-2200
(661) 633-2200
(209) 572-2200
(408) 271-2200
(916) 564-2200
1 01-15th St NW SUIte 106 Auburn, WA 98002
20714 State Hwy 305 NE SUIte 3C Poulsbo, WA 98370
19501 144th Ave NE #F-300 WoodmVllle, WA 98072
11913 NE 103rd A ve Vancouver, WA 98662
(253) 939-2500 ~
(360) 598-2126\ /)
(425) 485-5519 l:./-
(360) 254-3200 .,
- - -------, --------- ,-.----- - -- ,____.______uh.___ - -----------~-~-~--'--~-~~---.Tl1~--
WIS
WELDING INSPECTION SERVICES
Inspection, NDE, Testing
P. O. BOX 1044
SUQUAMISH, WASHINGTON 98392
(360) 697.1771
FAX (360) 697.7316
DATE 817/03 NO. 6916
PROJECT Peninsula College, Student Services Building
LOCATION Port Angeles, WA.
CONTRACTOR Vision OWNER PC
WEATHER Clear TEMP. 64F
PRESENT AT SITE Contractor, City Inspector
PERMIT NO. 03-00000032
TO
Krazan & Associates, Inc.
Krazan Job # 106-03-023
Requested by Krazan for HS bolting inspection beam to column connections. Arrived at the site approximately
0900 hours. Met with the contractor (Greg) to review the drawings, engineering notes and S details. Reviewed
HS bolting procedures and inspection requirements per AISC and RCSC with the contractor. Findings:
I. The drawing notes on S-I indicate that A325 tension control bolts or bolts with load indicating washers
shall be used for the HS bolted connections.
2. The detail 7, showing the bolted connection does not show bolts but fillet welds around the shear (knife)
plate connection to the web of the W -beams.
3. Per engineering notes and approval HS A325 and HS A490 %" diameter hex bolts were installed and used
and the connections were bolted and welded. Hardened washers used under the nuts.
4. The contractor showed how the bolts were tightened, 12" drive electric impact gun was used to tension the
bolts. The bolts were not pre-tensioned to the full 28 kips per RCSC. Also, it was not clear if the
connections required pre-tensioning with the combination of HS bolts and welding. Per RCSC, generally,
bolted connections in shear only require a "snug tight" condition.
5. The project engineer was contacted by telephone and clarification was obtained that the bolted connections,
HS A325 and HS A490, required a snug tight condition only.
6. The bolted connections were visually inspected and the plates were in tight contact and a snug tight
condition was achieved.
Ken Havens, Senior Inspector, AWS/CWI, ASNT III
----
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CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Applicatlon Number
pin number
Property Address
ASSESSOR PARCEL NUMBER:
Application description
Subdivision Name
Property Use
Property Zonlng . . .
Application valuation
04-00000468 Date 10/22/04
.133888
1502 E LAURIDSEN BLVD
06-30-14-1-2-0000-0000-
COMM REMODEL
Owner
Contractor
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732000
STATE OF WASHINGTON
GEN ADMIN
OLYMPIA
VISION BUILDERS INC.
3705 CRITCHFIELD RD.
PORT ANGELES
(360) 452-1186
Structure Information PLUMBING, PROPANE LINES, HVAC
Construction Type . . . . . TYPE V NON-RATED
Occupancy Type . . . . . . ASSEMBLY <300 W/O STAGE
WA 985041000
WA 98363
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Permit
11 Additional desc
Sub Contractor
Permit Fee
Issue Date
Expiration Date
ELECTRICAL ALTER COMMERCIAL
STAT/ENERGY MNGT.
ANGELES ELECTRIC
99.20 Plan Check Fee
10/22/04 Valuation
4/21/05
.00
o
-
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~
Qty
1. 00
5.00
Unlt Charge
42.2000
11.4000
Per
EL-LOW VOLT SYS <=2500 SQFT
EL-LOW VOLT SYS >2500 SQFT
Extension
42.20
57.00
\
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,
~
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Fee summary Charged Pald Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 99.20 99.20 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 99.20 99.20 .00 .00
(
f
Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days atter the work as commenced, or if required inspections have not been requested within 180 days from the last
inspection I hereby certify that I have read and examined thiS application and know the same to be true and correct. All provisions of
laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to Violate or cancel the provisions of any state or local law regulating construction or the performance of
construction.
Signature of Contractor or Authorized Agent
Date
Signature of Owner (if owner is builder)
Date
T IPLANNINGIFORMSII102 15 [11/14/2003]
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS.
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES I NO
FOUNDATION:
FOOTINGS
WALLS
FOUNDATION DRAINAGE/DOWN SPOUTS
ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT. # If----;;.-Ol( S./~O/C
ROUGH-IN I
PLUMBING
UNDER FLOOR 1 SLAB
ROUGH-IN
WATER LINE (METER TO BLDG)
GAS LINE
BACK FLOW 1 WATER
AIR SEAL
WALLS
CEILING
FRAMING
JOISTS 1 GIRDERS
SHEAR W ALL/HOLD DOWNS
WALLS 1 ROOF 1 CEILING
DRYWALL (INTERIOR BRACED PANEL ONL Y)
T-BAR
INSULATION
SLAB
WALL 1 FLOOR 1 CEILING I I
MECHANICAL
HEAT PUMP
GAS LINE
WOOD STOVE 1 PELLET 1 CHIMNEY
HOOD 1 DUCTS
PW UTILITIES 1 SITE WORK (Engmeenng DIVISion) SEPARATE PERMIT #'s
WATERLINE 1 METER
SEWER CONNECTION
SANITARY
STORM
PLANNING DEPT SEPARATE PERMIT #'s SEPA.
PARKINGILIGHTING ESA.
LANDSCAPING SHORELINE
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/uSE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL
LIGHT DEPT
CONSTRUCTION R W 1 PWI CONSTRUCTION - R.W.
ENGINEERING 417-4807 PW 1 ENGINEERING
FIRE 417-4653 FIRE DEPT
PLANNING DEPT 417-4750 PLANNING DEPT
BUILDING 417-4815 BUILDING
T.\PLANNING\FORMS\1102 15 [11/14/2003]
~ ~ORT ~
$'4.0~~~
~
11... ~
~
't&i~
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number
Property Address
ASSESSOR PARCEL NUMBER:
Tenant nbr. name
Application description
Subdivision Name
Property Zoning "(. . .
Application valuation
03-00000571 Date 6/12/03
1502 E LAURIDSEN BLVD BLDG
06-30-14-2-1-0000-0000-
STUDENT SERVICE BLDG
FIRE SPRINKLER SYSTEM
37952
Owner
Contractor
STATE OF WASHINGTON
GEN ADMIN
OLYMPIA
KNIGHT FIRE PROTECTION INC
9702 LATHROP INDUSTRIAL DR SW
OLYMPIA WA 98512
(360) 417-0505
Structure Information FIRE SPRINKLER SYSTEM FOR STUDENT SERVIC-----
Construction Type . . . . . TYPE V NON-RATED
Occupancy Type . . . . . . BUSINESS:OFF/PRO/MED/REST
WA 985041000
Permit
Additional desc
Permit Fee
Issue Date
Expiration Date
FIRE SPRINKLER COMM
646.05
6/12/03
12/09/03
Plan Check Fee
Valuation
354.93
37952
Qty Unit Charge Per
Extension
414.75
131.30
100.00
-
BASE FEE
13.00 10.1000 THOU BL-25.001-50K (10.10 PER K)
1,00 100.0000 ECH FIRE INSPECTION & TESTING
Other Fees
STATE SURCHARGE
4.50
~
~
~
~
?
c
,.
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 646.05 646.05 .00 .00
Plan Check Total 354.93 354.93 .00 .00
Other Fee Total 4.50 4.50 .00 .00
Grand Total 1005.48 1005.48 .00 .00
0.-
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Separate Permits are reqUired for electrical work, SEPA, Shoreline, ESA, utilities, private and public Improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last
inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances governing thiS type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to Violate or cancel the provisions of any state or local law regulating construction or the performance of
constr Ion.
lR(r~~3
Date
Signature of Owner (If owner is bUilder)
Date
T \PLANNfNG\FORMS\1102 15 [4/2002]
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE IT IS UNLAWFUL TO COVER,
INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO
FOUNDATION:
FOOTINGS
WALLS
FOUNDATION DRAINAGE
ELECTRICAL (LIGHT DEPT) SEP ARA TE PERMIT #
ROUGH-IN
PLUMBING
UNDER FLOOR / SLAB
ROUGH-IN
WATER LINE
GAS LINE
BACK FLOW / WATER
AIR SEAL
WALLS
CEILING I
FRAMING
JOISTS / GIRDERS
SHEAR WALL
WALLS / ROOF / CEILING
DRYWALL
T-BAR
INSULATION
SLAB
WALL / FLOOR / CEILING I
MECHANICAL
HEAT PUMP
WOOD STOVE / PELLET / CHIMNEY
HOOD / DUCTS
PW UTILITIES / SITE WORK (Engtneenng DIVISion) SEPARATE PERMIT #'s.
WATERLINE / METER
SEWER CONNECTION
SANITARY
STORM
PLANNING DEPT. SEPARATE PERMIT #'s SEPA
PARKING/LIGHTING ESA
LANDSCAPING SHORELINE
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL
LIGHT DEPT
CONSTRUCTION R W / PW/ CONSTRUCTION - R W
ENGINEERING 417-4807 PW / ENGINEERING
FIRE 417-4653 i 1\ FIRE DEPT
PLANNING DEPT 417-4750 2i--P' f'C . \.A.I PLANNING DEPT
,
BUILDING 417-4815 0'1- I~-Dl/. I-<.. V BUILDING
T \PLANNING\FORMS\1102 IS [4/2002]
BUILDING PERMIT - APPLICATION
FOR OFFICIAL USE ONLY
Date Rec h - ~ - 10.3
Permit # ~ L
Date Approved.
Date Issued
Fill out COMPLETELY and in INK. Your application and site plan MUST BE
COMPLETE to be accepted for review. If you have any questions, call
(360) 417-4815
Applicant or Agent: ~1\J16-lf'l tif'l.. 'P,.."Mp, Phone: 1360) 41"7-CH2JS-
Owner: -srll'/I? CF LlAlrflh~ 'IC/'I/ft'mI1Jv/4 CJ!CqG Phone: (5io)'f/7-~20'L
Address: 1\"07.- ~4S"'T (Jl.-l/r!.4ft'e.1 ~(J)1l City: fb-.r .-4tJd-lJL~ h'f Zip: Cf6?b2-
ArchItect/Engineer:
Contractor /4/ltfHT H/'c /k' kht17
Address: 2f2:l~ Wt'~ +- /4../1, if.
-
PROJECT ADDRESS: / ~'O2. e.
LEGAL DESCRIPTION: Lot:
Phone:
State LIcense #: Exp:
City: J~7 ~dtJ I /,(/4-
UtA2i/lStV IltvIJ
Phone{.?6eJ tfl?<:J30J
Zip: ~3h:?
ZONING: YJ~.p
~v/. ~'T ~2_
Block:
Subdivision:
CLALLAM COUNTY PARCEL NUMBER: (J C7 SOl Y - 1M ~
Credit Card Holder Name:
Billing Address:
Credit CardType VISA MC
TYPE OF WORK:./
o Residential WNew Constr. 0 Re-roof
o l\1ultI-family 0 AdditIOn 0 Move
liY' Commercial 0 Remodel 0 Demolition
o Repair 0 Sign
'BRIEF DESCRIPTION OF THE PROJECT: . .
. . .
c'1n /Ylt'l''1(;tf I hi-/'_" - firth -)devJ
COMMERCIAL/RESIDENTIAL: Occupancy Group: 'B Occupant Load:' If:Jt
No. of Stories: '"2- Lot Size: - Existing Sq. Ft. & Proposed Sq. Ft.
Existing lot coverage _ % & Proposed lot coverage _% = Total lot coverage
City:
#
Exp. Date:
o Stove
o Garage
o Deck
o Other
SIZEN ALUATION:
SF.@$ /SF.=$
SF. @ $ /SF. = $
SF.@$ /SF.=$
TOTAL VALU~~I?N $.. _ _~:r;q~2. -cJO
Construction Type: ~-<JIY.nfJ/~d
= TOTAL Sq.Ft.
%
APPROVALS:
PLAN:
BLDG:
DPWU:
FIRE:
OTHER:_
PLANNING USE ONLY:
ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other:
BUILDING PERMIT APPLICATION SUBMITTAL: The BuIlding DiviSIOn can provIde you with mforrnation on the applIcatIOn and
plan subrmttal reqUIrements if you have questions.
VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applIcant. This figure wIll be reVIewed
and may be reVIsed by the Building DiviSIOn to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance.
PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permIt applIcation and construction plans are
submitted. All other permit fees are due at the time of permit issuance.
EXPIRATION OF PLAN REVIEW: Ifno permIt IS Issued within 180 days of the date of application, the application will expire. The
Buildmg OffiCial can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section 107.4 of
the Umform Building Code, current edition). No application can be extended more than once.
, hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for thfs permit and
understand that it is my responSIbility to determine what permtfs are reqUl ot the City's, and that' must obtain such permits pnor to work.
T-\FORMS\APPS\Butldingpermlt wpd ApplIcant. Date' ~t' ,
PORT ANGELES FIRE DEPARTMENT
102 East 5th, Port Angeles, WA 98362
360-417-4653
Fire Sprinkler System Plan Review
Project Name: Student Services Address: 1502 E Lauridsen
Installer: Knight Fire Protection Telephone: 417-0505
Type of System: 13 R-3 D R-l D Com IX]
Date: June 10, 2003 Permit #03-07
We have checked this plan and find that it conforms to the requirements of our ordinance.
1. If applicable, provide sprinkler protection under the two staircases in the building.
2. Provide sprinkler protection for under the combustible exterior overhang that is on the
east side of the building.
Additionally:
1. All systems shall be installed by a state licensed and certified company as prescribed in
WAC 212-80 and the system shall be installed as per applIcable NFP A 13.
2. All controlling valves shall be provided with tamper supervision consisting of devices
that will cause a trouble alarm on the fire alarm panel and/or annunciator.
3. All electrical components shall be compatible with the fire alarm system voltage and as
per P AMC and Washington Administrative Codes.
4. All systems will require witness underground flushing, hydrostatic tests for system, and
underground pipe schedule inspection by the Port Angeles Fire Department prior to being
covered.
5. Before final acceptance of the system, an inspection will conducted by the Port Angeles
Fire Department to ensure the system installation complIes with NFP A 13.
D Contractor
~ Building Department
D Fire Copy
Reviewed by
\d2Q~P-D
Date
Cc'I(J.Q')5
FP - 9
Page 1 of 1
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KNIGHT FIRE PROTECTION, INC.
2509 WEST 19TH STREET
PORT ANGELES. \VA 98363
360-417-0505
360-452-8074 F-\..\:
LICENSE NO. KNIGHFP044LK
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LOCA TIOH G.".M. SIZE DEVICES LENGTH '.S.I./FOOT SUMMARY PRESSURE
J'" Q 7~.( f.J Vb L q_o PI It;" b< Pt Q~~ ~"W
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L PI I~.~~' Pt
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NOZZLE fLOW PIPE EQUIV. FRICTION
'DENT. PIPE fiTTINGS PIPE LOSS PRESSURE NORMAL NOTES
AND IN AND
LOCA TIOH G.P.M. SIZE DEVICES LENGTH P o5.I./Foo T SUMMARY PRESSURE
1M L 11.0 PI 12.'~ PI I:U.,~:'t;~~.I~
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IDENT. 'IPE FITTINGS PIPE lOSS PRESSUR.E NORMAL NOTES
AND IN AND
lOCATION G.'.M. SI%E DEVICES LENGTH r.S.I./FOO T SUMMARY PRESSURE
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NOZZLE FLOW PIPE EQUIV. FR.ICTION
'DENT. 'IPE FITTINGS I'II'E LOSS PRESSURE NORMAL NOTES
AND IN AND
LOCATION G.'."'. SIZE DEVICES LENGTH ".s.I./FOO T SUMMARY PRESSURE
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IDENT. riPE FITTINGS PIPE LOSS PRESSURE NORMAL NOTES
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NOZZLE FLOW PIPE EQUIV. FRICTION
IDENT. ",E FITTINGS PIPE LOSS PRESSURE NORMAL NOTES
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LOCATION G.'.M. SIZE DEVICES LENGTH I'.S.I./FOOT SUMMARY PRESSURE
L \3.() Pllb~ PI
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NOZZLE FLOW 'II'E EQUIV. FRICTION C. -- 1"\0
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PIPE LOSS PRESSURE NORMAL
LENGTH P.S.I./FOOT SUMMARY PRESSURE
c, -, )'1.6
NOTES
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. HYDRAULIC CALCULATIONS SHEET~OFL
,OL ~;';:''- ~V~ BY~t'1
1: ~ 1>/1t;66 (F- DA T ~ 3
.
NOZZLE FLOW PIPE EQUIV. FR.ICTION
IDENT. rl'E FITTINGS PIPE LOSS PRESSURE NORMAL NOTES
AND IN AND
LOCATION G.r.M. SIZE DEVICES LENGTH I'.S.I./FOOT SUMMARY PRESSURE t. -, I '\0
\ )~ L 13.0 PI 1't.)'2, PI 110 sr- ~+
q l'tW F - Pe 2.~1 Pv I~-+ 13 i);I'S.-J'-J.
1, Q \~ 'S III T 'It" . \o~'t PI I?,leo Pn f>~ ~ 2.)t.-
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A Q4~.1 r' T > .1S' .. \.\'2;~ ~ 't.. 1..,
i PI Pn
A 'Z-"l) \ L Ib.O PI I ~..,<l., PI
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1
Quick Response - Std. Coverage
Upright, Pendent, and
Recessed Pendent Sprinklers
Star GalaxyTM SGQR, K=5.6
GENERAL DESCRIPTION
The Star Galaxy SGOR, 5.6 K-Factor. Upnght. Pendent,
and Recessed Pendent Sprinklers are qUick response -
standard coverage, decorative glass bulb :yf:e spray
sprinklers designed for use In light. ordinary. or extra haz-
ard, commercial occupancies such as banks. notels.
shopping malls, factones, refinenes. chemical plants. etc.
The recessed version of the Star Galaxy SGOR, Intended
for use in areas With a finished ceiling, uses a two-piece
- #2084 or #2085 Recessed Escutcheon The :;:2084 pro-
vides 1/4 Inch (6,4 mm) of recessed adjustment or up to
1/2 Inch (12,7 mm) of total adjustment from the flush pen-
dent pOSition, and the #2085 provides 112 Inch (12.7 mm)
of recessed adjustment or up to 3/4 Inch (19.1 mm) of to-
tal adjustment from the flush pendent position The adJust-
ment provided by the Recessed Escutcheon reduces the
accuracy to which the fixed pipe drops lO :he sonnklers
must be cut.
As an option the Star Galaxy Pendent Sprinkler can be
used With the self-adjusting Starmlst Recessea Escutch-
eon detailed In Product Data Sheet 1-1 2';'0 The Star-
mist Recessed Escutcheon provides up lO 1,2 Inch (12.7
mm) of vertical adjustment, and It IS spring-loaded to com-
pensate for ceiling movement so as to help prevent un-
Sightly gaps.
Lead coatings are utilized to extend the life of copper al-
loy sprinklers beyond that which would olherNlse be ob-
tained when exposed to corroSive atmospheres Although
lead coated sprinklers have passed the stanaard corro-
sion tests of the applicable approval agencies the testing
IS not representative of all possible corroSive atmos-
pheres. Consequently, It IS recommendea that the end
user be consulted With respect to the sUltaotllly of these
corrosion resistant coatings for any given corrOSive envI-
ronment. The effects of ambient temperature, concentra-
tion of chemicals, and gas/chemical velOCity, should be
conSidered, as a minimUm, along With the corroSive na-
ture of the chemical to which the sprinklers Will be ex-
posed.
An Intermediate level version of the Star Galaxy SGOR
Pendent Sprinkler can be obtained by utiliZing the Star
Galaxy SGOR Pendent Sprinkler (SIN S2971) In combina-
tion With the Model S11 Shield descnbed In Product Data
Sheet 1-4.2.41
WARNINGS
The Star Galaxy SGQR Sprmklers descrrbed herem must
be mstalled and mamtamed m compliance With thiS docu-
ment, as well as With the applicable standards of the Na-
TYCO FIRE PRODUCTS
Customer ServlcelSales Tel (800) 558.5236. Fax (414) 571).5010
T,)chn,c31 Services Tel (800) 381.9312' F:]x (800) nl 5500
( 8
SIN S2972
Upright
SIN S2971
Pendent
Shown With
#2085 Recessed
Escutcheon
tlOnal Fire ProtectIOn Association. m addition to the stand-
ards of any other authorrtles havmg jurrsdictlon. Fatlure to
do so may Impair the integrrty of these devices.
The owner is responsible for mamtammg their fire protec-
tIOn system and devices in proper operating conditIOn.
The mstallmg contractor or sprrnkler manufac::Jrer should
be contacted relative to any questions.
OPERATION
The glass bulb contains a fluid which expands .vhen ex-
posed to heat. When the rated temperature IS ~eached.
the flUid expands suffiCIently to shatter the glass bulb,
which then allows the spnnkler to activate ana flow water.
TECHNICAL DATA
Approvals
UL and ULC Listed. FM, LPC, NYC ,A.oorovec
(Refer to Table A The approvals apoly'only to :~e service
conditions Indicated In the DeSign COIterla sec:,on 1
Maximum Working Pressure
175 pSI (12,1 bar)
Pipe Thread Connection
1/2 Inch NPT
Discharge Coefficient
K = 5.6 GPM/pSI1/2 (80.7 LPM/bar1,2)
Temperature Ratings
1350F/570C, 155'F/680C, 1750F/79=C.
200oF/930C. or 2860F/141 OC
(Refer to Table A)
Finishes
Sprrnkler. White Polyester, Black Polyester
Chrome Plated, Natural Brass, Lead Coated
(Refer to Table A)
Recessed Escutcheon: White Coated. Black Coated,
Chrome Plated, Bright Brass Plated
(Other colors are available on request)
Physical Characteristics (Ref. Figure 1)
The Star Galaxy SGOR utilizes a dezlnclfication resistant
(DZR) bronze frame, and a 3 mm diameter glass bulb.
The two-piece button assembly IS brass and cooper. The
gasketed sprrng plate consists of a beryllium nickel diSC
sprrng that IS sealed on both ItS Inside and outSide edges
With a Teflon t gasket. The compression screw IS bronze,
and the deflector is brass.
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-+-
1-1.2.21
3-01
~ Page 2
STAR SPRINKLER
ESCUTCHEON
PLATE
SEATiNG
SURFACE
\
\
\
\
-- ---- ---r
716"(111 mm)
NOMINAL MAKE-IN
WRENCHING'
FLANGES
2-3/16"
(55 7 mm)
1-1/2"
(381 mm)
- WRENCHING
AREA
---------
1/2" NPT
FIGURE 1
5.6 K-FACTOR, STAR GALAXY SGQR
QUICK RESPONSE
PENDENT AND UPRIGHT SPRINKLERS
DESIGN CRITERIA
The 5.6 K-Factor, Star Galaxy SGQR Upnght. Pendent,
and Recessed Pendent Sprinklers are intended for fire
protection systems designed In accordance With the
standard installation rules recognized by the applicable
listing or Approval agency (e.g., UL Listing IS based on
NFPA 13 requirements). With the exception of a Starmlst
Recessed Escutcheon, only the #2084 or #2085 Re-
cessed Escutcheon descnbed herein IS to be used for re-
cessed installations
INSTALLATION
T fle 5.6 K-Factor, Star Galaxy Spnnklers must be In-
stalled In accordance With the follOWing instructions'
NOTES
00 not mstall any bulb type spnnkler If the DUlb IS
cracked or there IS a loss of liqUid from the bulb. With the
sprmkler held honzontally, a small alf bubble should be
present. The dIameter of the air bubble IS approxImately
1/16 mch (1,6 mm) for the 13SoF15rC to 3/32 mch
(2.4 mm) for the 2860F/141 oC temperature ratmgs
A leak tIght 1/2 mch NPT sprmkler Jomt should be ob-
tamed WIth a torque of 7 to 14 fUbs (95 to 19,0 Nm) A
maxImum of 21 ft Ibs. (28,S Nm) of torque may be used
to Install spnnklers with 1/2 NPT connectIOns. Higher lev-
els of torque may dIstort the sprinkler Inlet WIth conse-
quent leakage or Impairment of the spnnkler.
00 not attempt to make-up for insuffICIent adjustment In
the escutcheon plate by under- or over-tlghtemng the
spnnkler Readjust the posItion of the spnnkler fitting to
SUIt.
The Star Galaxy SGQR Pendent and Upright Sprin-
klers must be Installed In accordance With the follOWing
instructions
Step 1. Pendent spnnklers are to be Installed on the pen-
dent pOSition, and upright sprinklers are to be Installed In
the upnght pOSition.
Step 2. With pipe thread sealant applied to the pipe
threads, hand tighten the sprinkler Into the sprinkler fitting.
Step 3. Tighten the sprinkler Into the sprinkler fitting us-
1 12:!:1 18"
.-
, (12 7:!:3 2 mm)
FACE OF
. SPRINKLER
FITTING
!
~_ 2-7/8" DIA
(73 0 mm)
~ /
\ / I
MOUNTING '
SURFAC~/ I
CLOSURE SGOR
1-12.21
1 2" (12.7 mm)
I
1 .1"(54mm) I
~tOUNTING '
_' .. ?L~TE
....-'
,~
1.8"
(32mm)
~ ---L
E::::--= ---L
i
I
,
1-1.4"(318mm) I
1" \254 mm)
FIGURE 2
5.6 K-FACTOR, STAR GALAXY SGQR PENDENT
SPRINKLER WITH #2084 RECESSED ESCUTCHEON
2-7/8" DIA
5/8:!:1/4" I (730mml - 3.1"\~9.1mm)
.- (159:!:6.4mm) I 21/4"nIA 1.1",;;.imm) I
I ~ - ~'- '-- I
I i (572 mm)( ~.tOUNTING ;
: ! ...-- ;::l...~TC: i
, i ~ i
1 8" I
T-j 3 2 101m) I
-'1 r
~
i ~ ---L
FACE OF
SPRINKLER
FITTING
I
I
\
MO~NTING // j'
SURFACE /
/ /
CLOSURE SGOR
I
~-'.1" 31 8mm)i
3,.1" ~9.1 mm)
FIGURE 3
5.6 K-FACTOR, STAR GALAXY SGQR PENDENT
SPRINKLER WITH #2085 RECESSED ESCUTCHEON
WRENC'-
RECESS
#1948
WRENCH
RECESS
#1849
j' //
i
!
FIGURE 4
W-TYPE 9 (#1849) SPRINKLER WRENCH
AND
W-TYPE 10 (#1948) RECESSED SPRINKLER WRENCH
:....
,
1-1 221
STAR SPRINKLER
Page 3
,,,S-
SPRINKLER FINISH
Pendent (52971) and Upright (52972)
Temperature Bulb Natural Chrome Polyester Lead
Rating Liquid Code Brass Plated Coated Coated
(All Colors)
135"F/5rc Orange
155OF/68OC Red 1.2,3,4,5
175OF/79OC Yel/ow 1,2,3
200oF/93OC Green 1,2,3,5
286OF/141OC Blue
SPRINKLER FINISH
Recessed (52971) With #2084 Escutcheon Recessed (52971) With 42085 Escutcheon
Temperature Bulb Natural Chrome Polyester Natural Chrome I Polyester
Rating Liquid Code Brass Plated Coated Brass Plated Coated
(All Colors) (All Colors)
135"F/57OC Orange
155OF/68OC Red 1.2,3,5,6 1. 2. 5. 5
175OF/79OC Yel/ow
200oF/93OC Green 1.2,3,5 1.2.5
Notes:
1 Listed by Underwriters Laboratones ;nc as Cu:ck Response Spnnklers.
2 Listed by Underwriters' LaboratOries of Canaca as QUick Response Spnnklers.
3 Approved by Factory Mutual Research Corpora::on as QUick Response Spnnklers for use In Light and Oralnary Haza'::
(Groups 1 and 2) Occupancies. (FM limits qUICK -esponse sprinklers to wet pipe spnnkler systems and preactlon s'ys:e7.s cualifYlng
as wet pipe spnnkler systems)
4 Approved by the Loss Prevention Council (United Klngcom) as QUIck Response Spnnklers.
5 Approved by the City of New York unaer MEA 395-91-M
6 Approved by the Loss Prevention Council (Unltec Kingdom) The LPC does not rate the sensitivity of recesseo spnrt<:e's.
TABLE A
LABORATORY LISTINGS AND APPROVALS
Ing only the W- Type 9 Sprinkler Wrench (Ref Figure 4)
With reference to Figure 1, the W-Type 9 Sprinkler
Wrench IS to be applied to the sprinkler wrenching area.
The Star Galaxy SGQR Recessed Pendent Sprinklers
must be Installed In accordance With the follOWing instruc-
tions.
Step A. After installing the #2084 or #2085 Mounting
Plate over the sprinkler threads and With pipe thread
sealant applied to the pipe threads, hand tighten the sprin-
kler Into the sprinkler fitting.
Step B. Tighten the sprinkler Into the sprinkler fitting us-
Ing only the W- Type 10 Recessed Sprinkler Wrench (Ref.
Figure 4). With reference to Figure 1, the W-Type 10 Re-
cessed Sprinkler Wrench IS to be applied to the sprinkler
wrenching flanges
Step C. After the ceiling has been Installed or the finish
coat has been applied, slide on the #2084 Or #2085 Clo-
sure over the Star Galaxy SGQR Sprinkler and push the
Closure over the Mounting Plate until ItS flange comes In
contact With the ceiling
-, Page 4
STAR SPRINKLER
1-1.2.21
CARE AND MAINTENANCE
The Star Galaxy SGQR Sprinklers must be maintained
and serviced In accordance with the following instructions'
NOTE
Before closing a fire protectIOn system mam control valve
for maintenance work on the fire protection system which
If controls, permission to shut down the affected fire pro-
tectIOn systems must be obtained from the proper authori-
ties and all personnel who may be affected by this action
must be notified.
Absence of an escutcheon, which IS used to cover a clear-
ance hole, may delay the time to spnnkler operation In a
fire situatIOn.
Sprinklers which are found to be leaking or exhibiting vis-
Ible signs of corrosion must be replaced
Automatic sprinklers must never be shipped or stored
where their temperature will exceed 1 OO~F 38cC and they
must never be painted, plated, coated, or otherwise al-
tered after leaving the factory. Modified spnnklers must
be replaced. Sprinklers that have been exposed to corro-
sive products of combustion, but have not operated,
should be replaced if they cannot be completely cleaned
by Wiping the sprinkler with a cloth or by brushing It with a
soft bristle brush.
Care must be exercised to avoid damage ro the spnnklers
- before, dUring, and after Installation, Sonnklers dam-
aged by dropping, striking, wrench tVVISt silooage or the
like, must be replaced Also, replace any sorlnkler that
has a cracked bulb or that has lost liqUid frcm Its oulb
(ref. Installation Section Note)
Frequent visual Inspections are recommended to be in-
Itially performed for lead coated spnnklers after the instal-
lation has been completed, to verify the integrity of the
lead coating. Thereafter annual Inspections per NFPA 25
should suffice; however, Instead of inspecting from the
floor level, a random sampling of close-up vlsuallnspec-
tlons should be made, so as to better determine the exact
sprinkler condition and the long term integrity of the lead
coating, as It may be affected by the corrOSive conditions
present.
The owner IS responsible for the Inspection. testing, and
maintenance of their fire protection system and devices In
compliance with thiS document, as well as with the appli-
cable standards of the National Fire Protection Associa-
tion (e g., NFPA 25), In addition to the standards of any
other authorities having jUrisdiction. The Installing contrac-
tor or sprinkler manufacturer should be contacted relative
to any questions
It is recommended that automatic sprinkler systems be in-
spected, tested, and maintained by a qualified Inspection
Service.
LIMITED WARRANTY
~-
.t
Products manufactured by Tyco Fire Preducts are war-
ranted solely to the onglnal Buyer for ten (10\ years
against defects In material and workmanship wnen paid
for and properly Installed and maintained uncer normal
use and service ThiS warranty will expire ten (10) years
from date of shipment by Tyco Fire Prcducts. No warranty
IS given for products or components manufactured by
companies not affiliated by ownership with Tyco Fire Prod-
ucts or for products and components which have been
subject to misuse, improper installation. corrOSion, or
which have not been Installed, maintained. mcdlfled or re-
paired In accordance with applicable Standarcs of the Na-
tional Fire Protection Association. and or the standards of
any other Authorities Having JUrisdiction. Materials found
by Tyco Fire Products to be defective shall be either re-
paired or replaced, at Tyco Fire Products sole option.
Tyco Fire Products neither assumes. ncr autr.;:nzes any
person to assume for it, any other obligation In connec-
tion with the sale of products or parts of prccucls. Tyco
Fire Products shall not be responsible fcr sPrlr.kler sys-
tem design errors or Inaccurate or Incorr.plete 'nformation
supplied by Buyer or Buyer's representatives.
IN NO EVENT SHALL TYCO FIRE PRODUCiS BE LI-
ABLE, IN CONTRACT, TORT, STRICT L!ABIUTY OR UN-
DER ANY OTHER LEGAL THEORY. FeR INC:DENTAL,
INDIRECT. SPECIAL OR CONSEQUE:'-JTIAL JAMAGES,
INCLUDING BUT NOT LIMITED TO L..\30R CHARGES.
REGARDLESS OF WHETHER TYCO ,=:nE ?~ODUCTS
WAS INFORMED ABOUT THE POSSi3iUTY :;F SUCH
DAMAGES. AND IN NO EVENT SHAL'-. -;-VC: riRE
PRODUCTS' LIABILITY EXCEED AN AMOL;~Ji EQUAL
TO THE SALES PRICE.
THE FOREGOING WARRANTY IS MADE IN LIEU OF
ANY AND ALL OTHER WARRANTIES EXPRESS OR IM-
PLIED. INCLUDING WARRANTIES OF'vtEF!CHANT-
ABILITY AND FITNESS FOR A PARTICULAR PUR-
!!..O..S.E...
ORDERING PROCEDURE
Please Specify:
5.6 K-Factor, Star Galaxy SGQR
QUick Response Upnght Spnnkler (#2972)
5 6 K-Factor, Star Galaxy SGQR
QUick Response Pendent Sprinkler (#2971)
Recessed Escutcheon (#2084 or #2085 as acollcable)
w- Type 9 Sprinkler Wrench (#1849)
w- Type 10 Recessed Spnnkler WrenC:1 (#15':'8)
Refer to Price List for for complete listing of ?art Num-
bers With respect to temperature ratings. sprinkler fin-
Ishes, recessed escutcheon finishes. ete
t:,-/cajFlow ContrOl! Tyco Fire
Products
7071 S. 13th Street . SUite 103
Oak Creek, WI 53154
www.starsprinkler com
PRINTE9 IN U SA 3-01
r -tqCO/FIOW ContrOl! Tyco Fire
Products
Technical Services: Tel: (800) 381.93121 Fax: (800) 791-5500
Customer ServiceJSales:
Tel: (414) 570-5000 1 (800) 558-5236
Fax: (414) 570-5010 I (800) 8n-1295
Series D5-1 - 5.6 K.factor
Dry Type Sprinklers
Quick Response, Standard Coverage
General
Description
The Series DS-1, 5.6 K-factor, Quick
Response, Standard Coverage, Dry
Type Sprinklers are decorative 3 mm
glass bulb automatic sprinklers de-
signed for the following typical uses:
. where pendent spnnklers are re-
quired on dry pipe systems that
are exposed to freezing tempera-
tures (e.g. sprinkler drops from un-
heated portIons of buildings)
. where spnnklers and/or a portion
of the connecting pIping may be
exposed to freezing temperatures
(e.g. sprmkler drops from wet sys-
tems into freezers, sprinkler
sprigs from wet systems into un-
heated attics, or horizontal piping
extensions through a wall to pro-
tect an unheated area of a build-
ing)
. where sprinklers are used on sys-
tems that are seasonably drained
to avoid freezing (e.g. vacation re-
sort areas)
WARNINGS
The Series DS-1 Dry Type Sprinklers
described herem must be installed and
maintained in compliance with this
document, as well as wIth the applica-
ble standards of the National Fire Pro-
tection Association, in addition to the
standards of any other authorities hav-
ing jurisdiction. Failure to do so may
impair the integrity of these devices.
The owner is responsible for maintain-
ing their fire protection system and de-
vices in proper operating condition.
The installing contractor or sprinkler
manufacturer should be contacted
relative to any questions.
The Series DS-1 Dry Type Sprinklers
must only be installed in fittings that
meet the requirements of the Design
Crtterta section.
Page 1 of 6
Model/Sprinkler
Identification
Numbers
TY3235 - (Pendent)
TY3135 - (Upright)
TY3335 - (Horizontal Sidewall)
Technical
Data
Approvals
UL and C-UL Listed.
FM and NYC Approved.
(Refer to Table A)
Maximum Working Pressure
175 psi (12,1 bar)
Inlet Thread Connection
1 Inch NPT (Standard Order)
ISO 7.R1
3/4 inch NPT
H/4-14UNC
Discharge Coefficient
K = 5.6 GPM/pSI1/2
(80,6 LPM/bar1/2)
Temperature Ratings
Refer to Table A
Finishes
Sprinkler: Natural Brass, Chrome
Plated, White Polyester
Escutcheon: WhIte Coated or Chrome
Plated
Physical Characteristics
Inlet . . . . . . . . . . . .. Copper
Plug . . . . . . . . . . . .. Copper
Yoke . . . . . . . . . Stainless Steel
Casing . . . Galvanized Carbon Steel
Insert .... . . . . . . . . . Bronze
Bulb Seat . . . . . . Stainless Steel
Bulb . . . . . . . . . . Glass
Compression Screw ..... Bronze
Deflector. . . . . . . . . . . . Bronze
FEBRUARY, 2002
,
--'~
Frame ............ Bronze
GUide Tube. . . . . . Stainless Steel
Water Tube . . . . . . Stainless Steel
Spring ........ Stainless Steel
Sealing Assembly . . . . . . . . . .
. . . . . . Beryllium Nickel wlTeflon-
Escutcheon ...... Carbon Steel
Patents
U.S.A. Patent Number 5,188,185 may
be applicable to the Senes OS-1, 5.6
K-factor, Quick Response. Standard
Coverage, Dry Type Sprinklers.
- Registered Trademark of DuPont
TFP510 (1.6.2.22)'
, " 4" % 1/8"
Nr(101'6%3'2mm) ~
FACE OF
I MOUNTING
SURFACE
I I I
) 7=1 (7~~~~)
350 !
--L
CENTERLINE 5116"
OF WATERWAY (7,9 mm)
. TFP510
n
SPRINKLER FITTING
(REFER TO DESIGN
CRITERIA SECTION) r-"}h------f--~n_
~i:: :: \
FACE OF ~-1i--: ::,
SPRINKLER L-~i i~ i in'.
FITTING co, c. _ .J __~
\ L. ~~
1
ORDER LENGTHS
3-1/2" to 4S"
(SS,9 to 1219,2 mm)
IN 1/4" (6,4 mm)
INCREMENTS
FACE OF
CEILING
SPRINKLER FITTING
(REFER TO DESIGN
CRITERIA SECTIONLN)_Jrnrnm---rnl---,
I II I t I I
FACE OF ~-1 ': :: ,,'
SPRINKLER L-~i :~: in:.)
FITTING co, c. .J c-J
\ L..J
-,
ORDER LENGTHS
3-1/2" to 4S"
(SS.9 to 1219,2 mm)
IN 1/4" (6.4 mm) 3" DIA
INCREMENTS ,176,2 mm) I
~AE~~.?~
3-5IS" DIA.
(92.1 mm)
1-31S" :t l/S"
(34,9 :t 3,2 mm)
2-7/S" DIA.
(73,0 mm)
1-3/S" :t 1/8"
(34,9 :t 3.2 mm)
FIGURE 3
TY3235 PENDENT
wi STANDARD RECESSED
ESCUTCHEON
FIGURE 4
TY3235 PENDENT
wi WIDE FLANGE RECESSED
ESCUTCHEON
SPRINKLER FITTING
(REFER TO DESIGN
CRITERIA SECTION) JJ"-"}m_m_;--~___
~-:-:: ::.
FACE OF L-1i--: :: ~,
SPRINKLER L_~j i : i__'.
FITTING C_, c_
\ '
I c.
I
ORDER LENGTHS
1/2" to 46"
(12.1 to 1168,4 mm)
IN 1/4" (6,4 mm)
INCREMENTS
I
,
II FAC~ OF
CEILING
4-1/4":!: l/S"
(1 OS.O :t 3.2 mm)
I
,
FIGURE 6
TY3235 PENDENT
wi DEEP ESCUTCHEON
r--.,.--~
~-----
ORDER LENGTHS
2.1/2" to 48"
- (63.5 to 1219.2 mm)
IN 1/4" (8.4 mm)
INCREMENTS
FACE OF
- SPRINKLER
FITTING
..-------..
'---------- ---
![1
: ..,i:\iIi
f"'--------... ...__
L ~ _ m _ :::--...
: : SPRINKLER FITTING
C~__) (REFER TO DESIGN
CRITERIA SECTION)
Page 3 of 6
SPRINKLER FITTING
(REFER TO DESIGN
CRITERIA SECTION) ;--"}-hh___f--'
~-;:: : !h_\
FACE OF ~_~: :: )
SPRINKLER L_~: : ~: i::
FITTING ~_, c. .J c-J --",
\ L..J
ORDER LENGTIiS.
2-1/2" to 48" 1-3/4" DIA.
(63.5 to 1219.2 mm) (44.5 mm)
IN 1/4" (6.4 mm) I"'I-ii
INCREMENTS Il ~I
j
j I
FACE OF
CEILING
I
2-3/16" :!: 118"
(55.6 :!: 3.2 mm)
3" DIA.
(76.2 mm)
FIGURE 5
TY3235 PENDENT
wi STANDARD
ESCUTCHEON
TOP OF
DEFLECTOR
ORDER LENGTHS:
5" to 48"
(1270 to 12192 mm)
IN 1/4" (6.4 mm)
INCREMENTS
FACE OF
SPRINKLER
FlTTlNG
-
---' ,-- -: ~-1---\
/___ 1 : 1 )
I I I"
--..: ; 1--1,)
SPRINKLER FITTING _--mn1.__J
(REFER TO DESIGN
CRITERIA SECTION)
FIGURE 7
TY3135 UPRIGHT
wlo ESCUTCHEON
FIGURE 8
TY3335 HORIZONTAL SIDEWALL wi STANDARD ESCUTCHEON
~
Quick Response - Std. Coverage
Hor. Sidewall Sprinklers and
Rec. Hor. Sidewall Sprinklers
Star GalaxyTM SGQR, K=4.2 and 5.6
GENERAL DESCRIPTION
The Star Galaxy SGOR, 4.2 and 5.6 K-Fac;cr HOrizontal
Sidewall and Recessed HOrizontal Sidewall Sorlnklers
are qUick response - quick coverage. decoranve glass
bulb type spray sprinklers designed for use n commer-
cial occupancies such as banks, hotels. oHlce bUildings,
etc. They are designed for installation alcng So wall or the
side of a beam and Just beneath a smooth ce.llng. Hori-
zontal sidewall sprinklers are commonly usee instead of
pendent or upright sprinklers because of aes:netlcs or
bUilding construction conSiderations where :'Olng across
the ceiling is not desirable
The recessed version of the Star Galaxy SG mended for
use In areas With concealed piping and a :1"s,lec wall,
uses a two-piece #2084 or #2085 Recessec ::sc:.;tcheon
Tl)e #2084 prOVides 1/4 Inch (6.4 mm) cr -ecessed adJust-
ment or up to 1/2 Inch (12,7 mm) of total aC,,-s;ment from
the flush sidewall pOSition. and the #2085 :":'Ilce5 1;2
inch (12,7 mm) of recessed adjustment cr :..: :0 3 4 Inch
(19,1 mm) of total adjustment from the flus, sice'Nall POSI-
tion. The adjustment prOVided by the Recessea escutch-
eon reduces the accuracy to which the fixe'.: :Ipe '1lppies
to the sprinklers must be cut.
Lead coatings are utilized to extend the i:fe :- ::ooer al-
loy sprinklers beyond that which would c;:-e-.'!Ise be ob-
tained when exposed to corrosive atmoscne"es ;l:though
lead coated sprinklers have passed the s-2.-:arc :orro-
slon tests of the applicable 'approval agef"c-es the testing
IS not representative of all pOSSible corras,,:e atmos-
pheres Consequently, It IS recommendec :,a: -he end
user be consulted With respect to the SUI!ac ."1 of these
corrOSion resistant coatings for any given ::~~OSI'/e envI-
ronment The effects of ambient tempera:'..;re :oncentra-
tlon of chemicals, and gas/chemical veloc:ty snould be
conSidered, as a minimum. along With the ::"rOSlve na-
ture of the chemical to which the sprinklers .'Ill I be ex-
posed.
WARNINGS
The Star Galaxy SGQR Spnnklers descnbe-:: nerem must
be Installed and maintained m compliance tilth thiS docu-
ment, as well as WIth the applicable standar1s of the Na-
tIonal Fire ProtectIon ASSOCIatIon, In adoltlon to the stand-
ards of any other authontles haVing JUrisdictIOn. FaIlure to
do so may ImpaIr the Integrity of these de'l/ces
The owner IS responsIble for maintaining their fIre protec-
tIon system and deVIces In proper operating condItIOn
The installing contractor or spnnkler manufacturer should
be contacted relatIVe to any questIOns.
TYCO FIRE PRODUCTS
Customer Servlce,Sales Tel (800\558-5236' Fax '4~4 ~71}-5010
Technical Services Tel (800) 381-9312' Fax (800) 7';; ~~I)I}
....~r
SIN 52977
4.2 K-Factor
SIN S2973
5.6 K-factor
Shown With
#2085 Recessed
Escutcheon
OPERATION
The glass bulb contains a flUid which expands when ex-
posed to heat. When the rated temperature IS reached,
the flUid expands suffiCiently to shatter the glass bulb,
which then allows the sprinkler to activate and flow water.
TECHNICAL DATA
Approvals
UL and ULC Listed. FM and NYC Approved.
(Refer to Table A. The approvals apply only to the service
conditions indicated in the DeSign Criteria section.)
Maximum Working Pressure
175 pSI (12,1 bar)
Pipe Thread Connection
1/2 Inch NPT
Discharge Coefficient
K = 4.2 GPM/psi1l2 (60.5 LPM/bar1 2)
K = 5 6 GPM/pSI1/2 (80,7 LPM/bar1 2)
Temperature Ratings
135"F/5rC, 155'F/680C, 175"F;79=C.
200oF/930C, or 2860F/141 oC
(Refer to Table A)
Finishes
Sprinkler' White Polyester, Black POlyester.
Chrome Plated. Natural Brass,
Lead Coated (Refer to Table A)
Recessed Escutcheon: White Coated. Black Coated.
Chrome Plated, Bright Brass Plated
(Other colors are available on request.)
Physical Characteristics (Ref. Figure 1)
The Star Galaxy SGOR utilizes a deZInClflcatlon resistant
(DZR) bronze frame, and a 3 mm diameter glass bulb
The two-piece button assembly IS brass and copper. The
gasketed spring plate consists of a beryllium nickel disc
sprrng that IS sealed on both its inSide and outSide edges
With a Teflon t gasket. The compression screw IS bronze,
and the deflector IS brass.
1-1.3.11
3-01
~
co
E
~
~
f.,:
"l:J
~
Ql
Cii
a,
Ql
Q:
c:
&
::J
a
i-
..
STAR SPRINKLER
Page 2
--.---
WRENCHING
FLANGES
1-1/2"
(381 mm)
1/2"
NPT
ESCUTCHEON
PLATE SEATING
SURFACE
_//
WRENCHING AREA -,
i
:/
.---
CENTERLINE
OF SPRINKLER
WATERWAY
I
~-
112"
(127 mm)
1-7/16" ----:
(36 5 mm)
7/16"
~ (111 mm)
NOMINAL
MAKE-IN
!
-
,
2-1/8"
(54 0 mm)
FIGURE 1
4.2 and 5.6 K-FACTOR, STAR GALAXY SGQR
QUICK RESPONSE
HORIZONTAL SIDEWALL SPRINKLERS
1/2"
(12.7mm)
DESIGN CRITERIA
The 4 2 and 5 6 K-Factor. Star Galaxy SGQR HOrizontal
Sidewall and Recessed HOrizontal Sidewall Sprinklers
are Intended for fire protection systems designed In ac-
cordance with the standard installation rules recognized
by the applicable listing or Approval agency (e g , UL LiSt-
Ing IS based on NFPA 13 requirements). Only the #2084
or #2085 Recessed Escutcheon described herein IS to be
used for recessed installations
INSTALLATION
The 4.2 and 5.6 K-Factor, Star Galaxy Sprinklers must be
installed In accordance with the follOWing instructions:
NOTES
Do not Install any bulb type spnnkler If the bulb IS
cracked or there IS a loss of liqUId from the bulb. With the
spnnkler held honzontally, a small air bubble should be
present. The dIameter of the air bubble IS approximately
1/16 Inch (1,6 mm) for the 1350F/57"C to 3/32 Inch
(2,4 mm) for the 2860F/141 oC temperature ratings.
A leak tight 1/2 Inch NPT spnnkler Joint should be ob-
tamed with a torque of 7 to 14 ft Ibs (9,5 to 19.0 Nm). A
maxImum of 21 ft. Ibs (28.5 Nm) of torque may be used
to mstall sprinklers With 1/2 NPT connectIons HIgher lev-
els of torque may distort the spnnkler inlet WIth conse-
quent leakage or Impairment of the spnnkler
Do not attempt to make-up for Insufficient adjustment m
the escutcheon plate by under- or over-tightemng the
SGOR
MOUNTING
PLATE
1-1/4" (318 mm)
1" (25 4 mm)
1-1.3.11
1/2::t1/8"
(127::32 mm)
FACE OF
_ SPRINKLER
FITTING
CLOSURE -
2-7/8" DIA
(73 0 mm)
2-1/<1" DIA
(57.2 mm)
1/8"
(32 mm)
1/2" (127 mm)
1/4" (6 4 mm)
FIGURE 2
4.2 and 5.6 K-FACTOR, STAR GALAXY SGQR
HORIZONTAL SIDEWALL
SPRINKLER WITH #2084 RECESSED ESCUTCHEON
CLOSURE
SGOR
MOUNTING
PLATE
1-1/4" (318 mm)
3/4" (19 1 mm)
518::1/4"
(15~::5 4 mm)
----:
i
i
FACE OF
_ SPRINKLER
FITTING
I
2-7/8" DIA
(73 0 mm)
2-1/4" DIA
(572 mm)
I
1/8"
(32 mm)
3/4" (19.1 mm)
1/4" (6.4 mm)
FIGURE 3
4.2 and 5.6 K-FACTOR, STAR GALAXY SGQR
HORIZONTAL SIDEWALL
SPRINKLER WITH #2085 RECESSED ESCUTCHEON
: .~ CI5NTRAL . ATTIC. 3-01
c ,
Specific' Application
Attic Sprinklers™
r'
Back to Back™, Single Directional™ & HlpTM
Fast Response Glass Bulb or Fusible Link Automatic Sprinklers
Tyco Fire Products m www.centralspnnkler com
451 North Cannon Avenue, Lansdale, Pennsylvania 19446 --- USA
Customer Service/Sales. Tel: (215) 362-0700 ,Fax (215) 362-5385
Technical Services Tel: (800) 381-9312/ Fax: (800) 791-5500
~
[ENTRAL
~
~ General
_ Description
The Specific Application Attic Sprinklers
are the evolution of tire spnnklers for attics.
The Specific Application Attic Spnnklers
provide the best fire protection in an attic
while saving cost by uSing extended
coverage spacing. The Specific Applica-
tion Attic Spnnklers have undergone the
most extensive fire testIng ever done for
attics and are aUowed for use under their
specifiC application gUidelines by U.L. and
NFPA.
The Specific ApplicatIon Attic Spnnklers
are the first spnnklers to be:
. Listed for extended coverage in
combustible constructIon
. Full-scale fire tested In both wet and dry
system scenanos.
. Full-scale tested, for listing in wood
truss construction.
. Listed for speCific pitches of roof slope.
The SpeCific Application Attic Spnnklers
provide the best level of protect1on and
control cost by eliminatIng the need for
additional spnnklers and the associated
cost. There IS Just one branch line along
the ndge for the entire building unless
there IS a need for Single directional or hip
spnnklers. In that case, there IS still only
one line In each area. For example, a
system In a 60'-0" (18,3 m) Wide attic
would use 5 branch lines to cover the
main portion of the bUilding and several
off-set branch lines to cover the hip area.
With the attic sprinklers, there IS Just one
line down the ndge and one down each
slope of the hip. ThiS IS approximately
80% less pipe that needs to be Installed.
ThiS saves the cost of the pipe, fittings,
hangers, and associated labor for three
branch lines Also the volume of the
system IS reduced. ThiS could reduce the
size of the dry pipe valve or allow the 60
second requirement to be met Without an
accelerator
The other cost reduction IS In the new
Listing of BlazeMaster CPVC for AttiC
spaces feeding the wet system spnnklers
below the ceiling Traditionally
BlazeMaster CPVC has been used on the
lower floers in the jOist space above a
ceding that does not require spnnklers.
Tne cost of USing CPVC on those floors
can now be translated to the upper floor
even If spnnklers are required In the attic.
There are three (3) models of the Specific
ApplicatIon Attic Spnnklers, Back to Back
(cuaJ directIonal), a Single Directional and
a ~Ip sonnkler The Back to Back and
Single DirectIonal spnnklers have three
seoarate versions that are used for
clfferent reof pitches. The pitches can
vary Tram a minimum of 4 In 12 to a
maximum of 12 In 12.
The Back to Back (dual directionalJ
The Back to Back Specific Application
Arnc SonnkJer. named so because It
performs like two sidewall spnnklers
placed back to back with one operating
a!emen!, throws a narrow but long pattem
Tne narrow spacing along the ndge
serves two purposes The response time
'S reduced by haVing the spnnklers no
farrher than 6'-0" (1,8 m) apart and the
spray can be concentrated In the throw
dlrec:lon to obtain a pattem that will cover
up to 30'-0"(9,1 m) each Side when
measured honzontally The three different
sl'jles account for different roof slopes and
the two different ontice sizes allow lower
flows and pressures for smaller spacing.
The Back to Back requires only one line to
be run down the ndge of the attic to cover
both Sides. Be sure that It IS Installed
'/ertlcally, not angled With the slope, and
the correct model IS used to compensate
for the slope
The Single Directional
Tne Single Directional IS much like a
conventional vertical Sidewall. However,
the pattem IS a narrow, long throw like the
Back to Back The Single DirectIonal IS
basically half a Back to Back SpeCific
Application AttIc Spnnkler The use IS
pnmarlly for attIcs that have shear walls
running to the roof sheathing. These
(Continued on Page 2)
~- . ,~ ----
~~::-.
~ .. ~
~ -==-
:::- ~
== ~
- ~
Specific
Application
Attic Sprinklers
No. 6-1.0
8
Back to Back
Dual Directional Attic Sprinkler
BB1-17/32", BB2-17/32", BB3-1~2"
Back to Back
Dual Directional Attic Sprinkler
BB1, BB2, BB3
)
!
WRENCH
FLAT ~
\
7
2-1:2"
(63,5 mm)
I
; I
I '
J--- -...c
I i I
: ,\ \.
)
I
~ I
ELEVATION VIEW
1/2" NPT ~
~:
~
ELEVATION VIEW
Single Directional Attic Sprinkler
SD1, SD2, SD3
HIP Sprinkler
~
I
.
I
I
WRENCH
FLAT (
~I
I
3"
(76,2 mm)
? I
I
I
I
I
-1..
-. I ,
I ! \
~
-
,
L
i J
2"
(50,8 mm)
I
,
r'
1/2" NPT
---- -------'
1/2" NPT
----r ~'
------L :
ELEVATION VIEW
ELEVATION VIEW
W- Type 3, Sprinkler Wrench (Part #1073)
Combination Sprinkler Wrench (Part #1106)
'--
"l
'\-
~
Design
Data
Specific Application Guidelines
(
Area of Use:
Roof structures. combustible and non-combustible
Including wood jOist and wood trussed attics with a
cetllng below
Hazard: Light hazard.
Maximum Roof Span:
60 feet (18,3 m) for BB model sprinklers and 40 feet
(12,2 m) for SO model spnnklers and 28 feet (8.5 m) for
HlpTM spnnklers (see figures 1,2 & 12). See table on
page 5 for minimum sprinkler flows and pressures Roof
span may be up to ao'-o" (24,2 m) by usrng additional
standard spray sprinklers (see figure 13 & 14).
Minimum Distance Between Attic Sprinklers:
4 feet (1,2 m) as measured along branch line for 88"/32", 88
or SO (see fig. 3). 3 feet (0,9 m) as measured along branch
line for HIP (see figure 11)
Maximum Distance Between Attic Sprinklers:
6 feet (1,8 m) on center along the branch line (see figure 3)
Minimum Distance Between Standard and Attic
Sorinklers:
6 feet (1,a m) as measured along the peak. ndge
direction (see figure 4) and 26 feet (7.9 mJ In the slaDe
direct,on for 88"132", BB and HIP verSions (see figure 6)
Deflector Installation Position Below Peak/Ridge:
22" (558,8 mm) maXimum, 16" (406,4 mm) minimum
(see figure 5).
Minimum Distance Awav From Trusses:
Attic Sprinklers must be Installed 6" (1524 mm) away
from the face of trusses (see figure 7)
Maximum Distance From the Center Line of Ridge:
6" (152,4 mm) (see fIgure 8).
Maximum Distance For HIP Sprinklers From the
Center Line of the HiD: 6" (152.4 mm) (see figure 8).
Use of U.L. Listed CPVC Piping:
To use BlazeMaster™ CPVC In the attic to feed the wet
system ceiling sprinklers on the floor below, there must
be 6" (152,4 mm) of insulation covering the pipe
extending 12" (304,8 mm) on each Side away from the
cenv5rline of the pipe' and the area above {he CPVC
must be protected by AttiC Sprinklers (see figure 9). If
the pipe IS located inSide the cetllng JOISt, the JOiSt
channel must be covered or filled With 6" (152,4 mm) of
non-combustible Insulation on top of the pipe and the
area above must be protected by AttiC Sprinklers (see
fIgure 10). Insulation IS for fire protection purposes. It IS
not freeze protectIOn. BlazeMaster CPVC must be
installed In accordance With the BlazeMaster Installation
gUide instructions With respect to heat sources (Note:
The SpecifiC Application AttiC Sprinklers cannot be
Installed on 81azeMaster CPVC)
System Type: Wet or Dry
Hydraulic Reauirements:
For hydraulic reqUIrements see page 11.
To Determine the Correct Flow and Pressure:
Determine the model span (measured flat) and the
slope of the roof. Use this information With the cnart on
page 4. There is no interpolation of the flow and
pressure shown. Round all cases to the next hlgner
spacing. For example, a 45'-0" (13,7 m) span with the
8B 1'7132" would be calculated at the 60'-0" (183m) span.
Obstructions:
See page 9 for gUidelines. (For gUIdance on the Size of
piping to which a Specific Application AttiC SOrlnkler can
be directly attached, refenece NFPA 13 - 1959 SecDon
5-8.5.22 Exception No 4)
Maximum Coveraqe Area: 400 square fee! (372m2).
i Spacing for Back to Back AttiC Sprinklers IS cetermlned
QY twice the distance of the furthest throw measured
along the slope, multiplied by the distance along the
branch/ine {maxImum distance along branch line IS 6'-0"
(1,8 m) regardless of the length of the throw) Note:
The distance along the branch line may have to be
reduced to less than the maximum of 6'-0" (1,8 m) to
remain under 400 sq. ft. (37,2 m2) maximum
depending on the slope and the span. In no case
can the span exceed 60'-0" (18,3 m) without
additional standard spray sprinklers.
Spacing for the Single Directional AttiC Spnnklers IS the
distance along the branch line multiplied by the distance
of the throw down the slope. Regardless of the throw,
the maximum distance along the branch line IS 6'-0.
(1,a m) the maximum throw, measured honzontally IS
40'-0" (12.2 m), and the maximum spacing per spnnkler
IS 400 square feet (37,2 m2)
Spacing for the Hip spnnkler IS the distance down the
larger slope multiplied by two multiplied by the distance
between the sprinklers as measured along the slope of
the hip.
4
I
BB2
BB3
7 BB1
BB2
BB3
SD1
SD2
SD3
SD1
SD2
SD3
SD1
....... SD2
SD3
./ HIP
Specific Application Attic Sprinkler Design Data
Use of U.L. Listed CPVC Piping
To use BlazeMaster CPVC in the attic to feed the wet system ceiling
sprinklers on the floor below, there must be 6" (152,4 mm) of insulation
covering the pipe extending 12" (304,8 mm) on each side away from the
centerline of the pipe and the area above the CPVC must be protected by
Specific Application Attic Sprinklers(see figure 9). If the pipe is located
inside the ceiling joist, the joist channel must be covered or filled with 6"
(152,4 mm) of non-combustible insulation on top of the pipe and the area
above must be protected by Attic Sprinklers (see figure 10).
5
Hydraulic Calculations
~\
\
Attic spnnklers must be calculated in conformance with
these gUidelines. In all cases, the design area shall include
the most hydraulic demanding sprinklers. More than one set
of calculations may be required to prove different Situations
1. Attics Protected Entirely with Back to Back Attic
Spnnklers - For wet systems, calculate the most
demanding 5 sprinklers For dry systems. calculated the
most demanding 7 spnnklers (see Fig. 16)
2. Attics Protected Entirely with a Mixture of Back to Back
and HIP Attic Sprinklers - For wet systems. calculate the
most demanding 5 sprinklers For dry systems. calculate
the most demanding 9 sprinklers with a maximum of 7 to
be Back to Back sprinklers (see Fig. 17).
3. Attics Protected with Single Directional Attic Sprinklers -
For wet systems, calculate the most demanding 5
spnnklers. For dry systems, calculate the most
demanding 9 Single Directional Attic Sprinklers or
standard spnnklers, whichever IS more demanding (see
Fig 18).
Figure 16
Back to Back Calculation Example
(Dry System Shown)
/ / ,/ ./ /
/ // /
/ / / /
/ ./ ./ /
/ //' ,,/ // /
/...... /
A./ ~ / /...
1 2 3 4 5 6 7,
/ / // //
, //////
/ / / '
/ ' / ./
= c:e '
Example Calculate the 7 most demanding back to back
sprinklers along the ndge.
Figure 17
Mixed Attic Sprinkler Example
(Dry System Shown)
I '\, 0/ / / /
'i:1 1/ / ./ //
'\t // //
, / 'lfI-;-I-~I---;X :;. /
r7/ '1,3 4 5 6 7 8 9
...,'7 ,2 / / / /
;11 1 /, / /
'1 I. / // / /
q , '/ /
I" I / ' /
." :' / / .
4 Attics Having HIP Roofs with the HIP JOiStS Parallel to
Outside Wall (see Fig. 11) or attics having a mixture of
standard spray spnnklers and Specific Application Attic
Sprinklers™ - The design area requirements of NFPA 13
shall apply to all spnnkler types.
5. Attics having a Width Greater than cO ft.( ; S .;-; i. but In
no Case Greater than 80 ft (244m) - For attics having
HIP roofs With JOiStS parallel to outside wail. t~e
requirements In Item 4 above apply For other attics, the
requirements In Items 1 or 2 above shail be used plus
two additional standard type sprinklers Installed along
the eave included in the calculation (see Fig. 19).
Figure 18
Single Directional Example
(Dry System Shown)
V/' /' / / /
/ / / / / /'
12345678
-' ...,/ -- / ..... /.... /- - ...
.,!\@!!/'
. .
I
,
_ I
:1...
.
.
.
~
........ ....
Example: Calculate the 9 most demar.dlng s;r.gle
directional attic sprinklers.
Figure 19
Attics Greater Than 60 Ft.
(Dry System Shown)
. .
..... .....
--
4 5
/
//
.
.
. .
.
.
.
.
Example: When mixing back to back and standard
sprinklers at the eave, calculate the 7 most demanding
back to back sprinklers for dry systems or 5 most
demanding for wet systems, plus the most demanding
2 additional standard sprinklers at the eave.
11
~
heric Vacuum Breaker
Q 10 10
(/l
~ 1/4' 120mml
(/l 1"125mm)
(/l
0 35 5
oJ
w
a:
::l
(/l
(/l 0
w 0
a:
Cl. 10 15 0 10 20 30 40 50 0
2 ~) .6 10 69
..
--- ~
-- " (/l
(/l
35 0
..J
W
a:
:J
lI)
lI)
w
a:
4Q 80 120 160 a.
Pressure Vacuum Breaker
Cl 0 63 1 26 1 9 2.52
r~~fR~t=lt
a. 0 0 1 0 20 30 40
315 378 ~
1= ~,-c r: I
50
60
c
~ 10 063 126 1 89 252 32 38 252 50 76 ." . 126
IV I m
10 69 0-
!!:. ;,2",15mrr\ ~ ..!." i 20,,- 1 ;,4":32mml -, 6
en en
en en
0 ~~T,mJ 0
..I 5 5 35 ...J
w - -- UJ
a: a:
::::l
::I en
en en
en UJ
w 00 0 a:
a: a..
C1. 10 20 30 40 50 60 0 40 80 120 160 200
bie Check Assembly
,
l' 2' ~:;,T'ml
3" (80mm)
505
104 ~
c.
.----- =-
o
o
200
400
600
CJJ
69 13
...J
35 ~
::I
CJJ
en
UJ
800 g:
10
5
l;
6' 63 1 126 2 189 3
i~i~- ~t~~mm'i ~I
g: 0 1000 2000 3000
2524
1::4 i
4000 g:
. .;i,. . - WILKINS
; , 'CENTRAL ' 513,S13D/S13R' 4-01
Riser Manifold
Figure 513, 513D/513R
r
Commercial
· NFPA 13 Systems
Floor Control
· High Rises
Residential
· NFPA 13D/13R Systems
Tyco Fire Products --- www.tyco-grooved.com
451 North Cannon Avenue, Lansdale. Pennsylvania 19446 --- USA
Customer Service/Sales' Tel: (215) 362-0700,' Fax: (215) 362-5385
Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500
~
[ENTRAL
Grooved Piping Products
General
Description
rlJ.\L tif.C\ See Fire Protection
~ ~ ~ Submittal Sheet for
~ pressure rating and Listing
and Approval information
The Figure 513, 513D/513R Riser
Manifold provides all of the accessory
eqUIpment for a riser in a smgle
assembly. The availability of the Riser
Manifold In different configurations
allows cost effective riser Installation In
commercial (NFPA 13) systems, high
nses requiring floor control assemblies,
and residential systems
(NFPA 13D/13R).
The threaded ends of the 1" and 1 W'
bodies. the threaded by grooved ends
of the 2" bodies, and the grooved ends
of the 1 'Iz" - 6" bodies allow for an easy
transItIOn to either check or control
valves. The exclusive and dedicated
flow SWitch deSigned for the manifolds
has been tested and Listed for use In
this specific configuration by
UnderNrlters Laboratones,
Unaerwrlters LaboratOries of Canada
and Factory Mutual.
Installation IS Simplified with one
convenient take-out for the 1" and 1 '12"
threaaed ana 1 '/2" grooved verSions, as
well as one take-out for the 2" threaded
by grooved and the grooved sizes
2" - 6".
The Riser Manifold IS approved for
Installation In either the hOrizontal or
the '/ertical position. The optional relief
valve assembly IS available for
locations which require relief valves on
grldded systems.
Riser Manifolds for use In Canada only
are prOVided with a Water Flow SWitch
that has a Tamper SWitch mounted
InSide for cover removal detection.
n
Technical
Data
Figure: 513 (comrr;:~c:al)
513D (r:s:c:nnal)
513D/513;1 ,reSidential)
Styles: Threaded or '3rooved
Sizes: 1 ", 1 Y2'. 2', 2::' 3' ~'and 6'
Approvals: UL ~:.I ~nd ULC
Maximum
Working Pressure: 175 pSI
Standard Finish: :::3Inted
Optional Accessories:
Pressure Relief '/aI',': Kit (see page 7)
No. 28-1.0
"13 00
[3302J
c
~
l!J.6
2",21 ,3" " and 6'
Grooved Commerc er Manifold - Figure 513
For optional pressu re relief valve, see Rgure 10 (page 7)
550 [139 7J
Approximate Weights and Dimensions of Tnmmed
2', 2W, 3', 4', and 6' Grooved Commercial Riser Manifolds
,
Size A B C D Appx. Width Weight
Inches Inches Inches Inches Inches Inches Lbs.
mm mm mm mm mm Kg.
2 17.13 0.88 12.88 5.25 3.50 13.5
135.0 22.2 327.0 139.7 88.9 6.1
21/2 18.13 1.88 13.75 6.38 3.50 16.8
460.4 47.6 349.3 155.6 88.9 7.6
3 18.13 1.88 14.38 6.25 3.50 18.7
460.4 47.6 365.1 158.8 88.9 8.5
4 20.00 3.75 17.38 8.38 4.50 32.7
508.0 95.3 441.3 212.7 114.3 14.8
6 20.00 3.75 19.25 9.25 6.63 41.6
508.0 95.3 489.0 235.0 182.3 18.9
A
. 63 [161
o
Figure 5 and 6 - Bill of Material
2" Grooved, 2' Threaded x Grooved and 2', 21fz', 3', 4', and 6' Commercial Riser Manifold
* Approximate thread engagement
* * 13' is the take-out for all sIZes 2' through 6'
Note: Values shown In parenthesis are In millimeters
"
Detail Description No. Part
No. Req'd Number
2" Manifold Body Groove x Groove 1 976-254-01
2W Manifold Body Groove x Groove 1 976-254-02
1 3" Manifold Body Groove x Groove 1 976-254-03
4" Manifold Body Groove x Groove 1 976-254-04
6" Manifold Body Groove x Groove 1 976-254-05
1a 2" Manifold Body Male x Groove 1 976-411-01
Potter Waterflow SWitch # VSR-SF wi 2' Paddle 1 976-357 -01
Potter Waterflow Switch # VSR-SF wi 21;2' Paddle 1 976-357 -02
2 Potter Waterflow SWItch # VSR-SF wi 3' Paddle 1 976-357 -03
Potter Waterflow SWitch # VSR-SF wi 4' Paddle 1 976-357 -04
Potter Waterflow Switch # VSR-SF wi 6' Paddle 1 976-357-05
1" Ball Valve F101 (2") 1 971-121-01
3 11f4" Ball Valve F101 (21;2" and 3") 1 971-121-02
2" Ball Valve F101 (4" and 6") 1 971-121-03
1" Insp. Test & Drain Valve F202 (2') wi 1;2' Test Orifice 1 971-122-04
4 1 Y4" Insp. Test & Drain Valve F202 (21;2' and 3') wi '12' Test Orifice 1 971-122-05
2" Insp. Test & Drain Valve F202 (4' and 6') wi 1;2' Test Orifice 1 971-122-06
1" Sight Glass (2') 1 H-418-100
5 1 Y4" Sight Glass (2W' and 3") 1 H-418-125
2" Sight Glass (4" and 6'~ 1 H-418-200
6 Y4" Water Pressure Gauge 1 971-118-01
7 Y4" Pipe Plug 1 H-450-025-000
8 Y4" 3-Way Globe Valve 1 971-119-01
9 Y4" x 3" Nipple 1 H-459-025-30
10 l' Pipe Plug 1 H-450-1 00-000
1" x 1;2' x l' Reducing Tee (2') 1 H-469-1 00-050-1 00
11 1 Y4" x 1;2' x 1 Y4" Reducino Tee (21;2' and 3') 1 H-469-125-050-125
2' x 1;2' x 2' RedUCing Tee (4' and 6') 1 H-469-200-050-200
12 1;2' Pipe Plug 1 H-450-050-000
13 1" x 1;2' x 1" California Tee 1 976-385-01
14 1" Close Nipple 1 H-474-16
15 l' Ball Valve F101 1 971-116-03
16 Tamper Switch (ULC only) 1 H-419-01
17 Label (ULC only) 1 976-343-01
l
Note: Items 16 & 17 are used on Manifolds for use in Canada Only.
5
@ POTTER ELECTRIC SIGNAL CO.
2081 Craig Road · P.O. Box 28480
PSt. Louis, Mo. 63146 · (314)878-4321
Toll-Free (800)325-3936
TWX: 9107640909
OSYSU-A1 Stk. No. 1010102
OSYSU-A2 Stk. No. 1010202
The OSYSU-A IS used to monitor the open position of an
OS&Y (outside screw & yoke) type gate valve. This device is
available in two models; the OSYSU-A 1, containing one set
of S.P.D.T. (Form C) contacts and OSYSU-A2, containing two
sets of S.P.D.T. (Form C) contacts. These sWltche5 :nount con-
veniently to most OS&Y valves ranging In size from Vz" to
12". (For explosion proof requirements see mocel OSYS-U-
EX, Bulletin 705)
TAMPER RESISTANT
RemOVing the cover causes the SWitches to operate. Either
switch on the OSYSU-A2 may be disconnected from the
tamper action by removing the tamper action tab or screw
associated with that particular switch. (SEE PAGE 2)
WARNING
DISABLING THE TAMPER ACTION OF THE
SWITCH ON THE OSYSU-A 1 OR BOTH SWITCHES
ON THE OSYSU-A2 WILL VOID UNDERWRITERS
LABORATORIES' LISTING AND F.M. APPROVAL.
SERVICE USE:
Central Station
Local
Auxiliary
Remote Station
Proprretary
NFPA-71
NFPA-72A
NFPA-72B
NFPA-72C
NFPA-72D
12-86
OSYSU-A
OUTSIDE SCREW AN 0 YOKE
VALVE SWITCH
CHARACTERISTICS
U.L. LISTED & F.M. APPROVED
CONTACT RATINGS:
OSYSU-A 1 - One set of S.P.D.T. tForm Cl
OSYSU-A2 - Two sets of S.P.D.T. (Form Cl
15 A @ 125/250 V:K
0.50 A@ 125 VDC
0.25 A @ 250 VDC
2.50 A @ 0 -30 VDC Resistive
DIMENSIONS: 6.1" L x 2.3 "W x 8.3"H
See Fig. 2 15.5cm.L x 5.7cm.W '( 21.0cm.H
WEIGHT: 2 lb.
.9kg
ENCLOSURE: Cover: Die-cast Aluminum
Finished - Red Spatter Enamel
Base: Formed Steel
All parts plated to resist corrosion.
COVER TAMPER: Meehan ically Activated bv cover removal.
ENVIRONMENTAL LIMITATIONS: -.10~F!- PO~F
TYPICAL ELECTRICAL CONNECTIONS
TYP. SWITCH ACTION
......N.O.
co... ..0'-
ALAR..~N.C.
LOCAL AUDIBLE I CONTROL PANEL
NO
COM.
TRANSFORMER ~
OR 8ATTERY I N C
TO
CROSS CIRCUIT I
FROM COM
PANEL
AUDIBLE
DEVICE
N.O.
COM.
TRANFORMER ~
OR 8ATTERY INC.
TO
OPEN CIRCUIT
COM.
AUDI8L E
DEVICE
FROM
PANEL
N C.
ENO OF
LINE
RESISTOR
LOCAL AUDIBLE I REMOTE TRANSMITTER
NO
COM.
TRANSFORMER ,
OR 8ATTERY I Ne
I NO.
COM' 0
AUDIBLE
OEVICE
FROM
TRANSMITTER
Ne
FIGURE 1
Dwe.5400655-1SA
BULLETIN 724 1 OF 4
CHECK VALVES-4, 6, and 81NCH (100,150, and 200mm)
4 and 6 Inch - Model F52 (Groove x Groove)
4, 6, and 8 Inch - Model F520 (Flange x Flange) & F5201 (Flange x Groove)
~
Model F52 Groove x Groove
1-Valve Body
2-Handhole Cover
3-Handhofe Cover
Gasket
4-Seat Ring
5-Claoper
6-Clapper Facing
7 -Clapper Washer
8-Self-Locklng Hex
Hd. Cap Screw
9-Hlnge Pin
1 O-Bushlng (4 req'd)
11-Spnng
12-H ex Hd. Cap _
Screw, 1/2"-13
UNC x 1-3/4" for 4"
and 6" Valves.
3/4"-10 UNC x 2"
for 8" Valve
13-Sq Hd Steel Plug,
3/8" NPT
NOTE: Model F520 Valve Illustrated Com-
ponents are Identical for the Model F52 and
F5201 Valves.
Model F520 Flange x Flange
Model F5201 Flange x Groove
~
,c~.c'
~c ~/ ~~; c I
~; I ."--- A'
~~~4'<~ -~
, .:' ~---- '
II ~~ .
\ ~:....--
~,~ "::'-M
13 (\~~
\c ,~~~::::;, c'
':":. '''':'.''''''.':.~ >
"'-~..,
FIGURE A
MODEL F52, F520, AND F5201 CHECK VALVES
GENERAL DESCRIPTION
The 4 and 6 inch Model F52 Check
Valves, as well as the 4, 6, and 8 Inch
Model F520 and F5201 Check Valves,
are (Ref Figure Figure A) rubber faced
clapper. torsion spring loaded, swing
type check valves. They are deSigned
for use In fire protection systems and
related equipment where It IS neces-
sary to perm,t flow In one directIOn and
shut off flow In the reverse direction
The torsion sprrng loading qUickens
Clapper closure and, therefore, mini-
mizes the water hammer which can be
associated with reverse flow.
Prmled In USA. 3-93
T:-:e Model F52, F520, and F5201
C.-eck Valves may be Installed either
'1srtically or hOrizontally. (Ref. Figure B
for hOrizontal orientations). Flanged
connectIOns are per ANSI Standard
B' S. ~ and groove connections are cut
In 3.ccordance with the speCifications
gl'len In Table A. Grooved end connec-
t1Cr.s are sUitable for use with grooved
ena couplings that are listed or ap-
proved for fire protection service.
mamtalnlng sl,;ce,/Jscr/ ::lressure
In preactlon s::r:nl<iE?r s!s;ems,
connections ;~Orr1 :Jublic Nater sup-
plies to autorr.atlc spnnkler sys-
tems,
fire department ;;umoer connec-
tions to sprink'er systerr.s.
fire pump dlsc;;arge ar.d by-pass
connections a'1C
Tne Valves are available with "stan-
card order" and a variety of "special
oraer" pipe thread connections for use
In applications such as
gravity and presSl,;re ~ank connec-
tions.
TD320
a- Thread
Full Line Sch. 40 Replacement
Dyna-Thread offers the life expectancy of Seh. 40 with superior hydraulics and greater mIlle.
Dyna- Thread sprinkler pipe from
American Tube & Pipe represents
an engineering advancement for the
sprinkler pipe industry. It combines
the safety and longevity of tradi-
tional Sch. 40 pipe with the quality
an(l hydraulic advantages that
American Tube & Pipe is known for.
COMPAIIISON-1'O SCK. 40.
. Dyna-Thread's illside diameter is up
to 3.6% larger than Sch. 40 giving it
superior hydrauhcs. And when used
ill conjunctIOn WIth Dyna-F1ow pIpe,
dOwn-SIZillg often occurs.
:II Dyna-Thread IS fully li~ted and
approved by UL, lJLC, and FM for
fire sprmkler applicatIOns.
. The lIfe expectancy of Dyna-Thread
and Sch. -10 are equal based on the
calculated wall thicknesses per UL
(see CRR).
. The conSIstent quality of steel used to
make Dyna-Thread facilitates smooth
threading and lower'mamtenance costs.
. The exterior of Dyna-Thread IS
protected by Amencan's "DIamond
Coat" (C V. cured acryhc) coatmg
for extended "heIf life and easy paint
apphcatlOn
. With Its illcreased stl'ength and lighter
weight, Dyna- Thread reduces installa-
tion fatigue and IS Ideal for retro-fit
applicatIOns.
un DNCI'ANCY'
CorrohlOn ReSIstance Ratio (CRR) is a lJL
(U ndcrwritt>rs Lahoratory) tet'n! for the
e~timat,'d life "'Xlwdancy of .1 plpt> joint.
Thi..; I~ h.I'i,'r1 nil th!' c.ilt'liloltt'd w.ILl thick-
ne~~ at the h.lse of tlw fir~t "'posed thread,
ahhlllned to h,. tlw w,:ak!'~t pOlllt of tIll'
I'll'" I"II!--rfh. D~'lIol-TIIrl'ad .11101 S,'h. 40
SPECIFICATIONS
INSIDE DIAMETER UL CRR* DYX-\.-THREAD
DYNA- SCH. DYNA- SCH. 1.\\:T. PCS/
l\"P5 THREAD 40 THREAD 40 PIPE TIfFT LIFT
l' 1.087 1.049 1.00 1.00 .3j I 1 ').)- i 61
.,)_.
1 1 -1" I 1.-116 1.380 1.00 1.00 .17 I 1.8j-1 I 37
11 ~" I 1.6jO 1.610 1.00 1.00 .18 I ~.~9~ : )-
,),
) . I ~.llj 2.06i 1.00 1.00 .21 I 3.0-1,7 I 19
- I I
'" Calculated uSing Standard UL eRR formula, UL Fire ProtectIOn Director"' Cate;or: \1ZY
haw the sarne calculated wall thicknesses
at tlus pOlllt and are both assigned the
same eRR of l.00. Tlus means that Dyna-
Thread has the same strength and life
expectancy as threaded Sch. 40 pipe.
\\nen cOllSIdenng the life expectancy of
any pIpe. the CRR value offers a good
barometer of relatIve durability of the
jOlllt Dy-na-Thread. with its CRR=l.OO
offer- ~eat peace of mind as well as supe-
nor !J~ drauhcs and exceptIOnal value.
~1O LW.r....1IES
. D~ na-Thread IS not de~ignated as a
lli?hn.all threadable pipe.
. :\{'Jre wall thIckness at the thread
ICRR=l.OO) gIves Dyna-Thread better
we expectancy than lightwall thread-
ahle pipe Jomts.
. Lnlike lrghtwall thread able pipe, Dyna-
Thread has no thread gauge warning.
. D~'na-Thread IS approved for standard
han!fer 'ipacmg (15 ft. O.C'>, can be
u,erl a, earthquake ~way bracmg, and
1- -afe to u,e a~ drop..;.
. D~ na-Thn:ad 1', ~afer to weld 011 than
many zlllf;-mated lightwaLl thr,'adable
[1l[JI: produf;t~.
. Dyna-Thread IS more wldeh- accepted
than lightw.u! threadable ,,-here 5ch.
40 IS specifird.
J.."~~.'.('" ~I(":--o '.. .;J 'L~
Dyna-Thread pipe IS manufacrured to
meet: ASTM A 13.3, Grade _-\ and IS in
compliance WIth ~TP_-\-13 All Sizes of
Dyna-Thread are rated at 300 pSI
workmg pressure
@
~-~"
, -
... _- _II
~
listed
Approvea
l.Jsted
Dyna-Thread IS l1. and l"lC llited for
wet, dry and pre-actIon spnnkler systems
and FM Appro\ ed for 115e in wet systems.
Dyna-Thread can he --hot4p" galvanized
to meet FM reqUIrements for dry systems
Dyna-Thread IS apprrJ\ed for all threaded
couplings and welded outlets and i.s suit-
able for all roll-grooved. and plam-end
fittings, (See listill!f uUormati'm.)
J)Vlltl- rhn'iIll 1'l1l I" :,:1"111 PfJ tr.sd,.m..&,-k.i \mr:n.r.an rut..... &" Pip""
(,ulllIIlIllV IlIe
\1I11l11l11llUllUIl \ ""llUlIt'11 II,......" l~ ...;t'"lJr..~.&.II km,...n 41 urn.. "f fmh..
III 1I1l1ln \11I, nl UI1 fulll &. I'll..... r-""..., lho- nznt 'J, '11:U1V flrrJlJUI t
"'I" I tli. nlln".. Wllhnllt I1I1IU-", oIn,J Wltht,ulllV"UtT1l1Z f,t..bullfllVl
~ onn q/~lS
252': ,I 27th f.,v8
PhO':~ll I-Z 85GG9
101 E Broadway
Kokomo IN 46901
Customer Service
1-800-877-8823
1-602,272-6606
FAX 602-269-1324
~-r~'O.
fi "d "''I
-::::::::: ~-"
-=- _4
AMERlCAHTIJBE& PIPE"
CWlANt, IHCClIPORATED
Dyna- Flow@
High Strength Steel Pipe
The original high-strength lightwall :,prillkler pipe with hydraulics superior to Seh-lO.
Ameriean Tuhe & Pipe Company'"
Dyna-Flow@ i;, the "original" high-
strength light\\all "prinkler pipe. In
addition to having outstanding
hydraulics, Dyna-Flow pipe is eco-
nomical and easy to cut, fabricate
and install. Available through dis-
tributors nationwide, Dyna-Flow is
recognized as the most popular
alternate to conventional Sch-lO
pipe. American-made quality and
high performance engineering
make Dyna-Flow a valuahle addition
to any fire protection system.
SPECIFICATIONS
INSIDE DIAMETER UL C.R.R.* Dl~A-FLOW
DYNA- SCH. SCH. DYNA- SCH. PCS/
~P5 O.D. FLOW 10 40 FLOW 40 "\IT iFT LIFT
I' I 1.315 1.197 N/A 1.049 2.41 I 1.00 i .791 91
l-L-t" I 1.660 1. 542 1.442 1.380 1.55 I 1.00 , 1. 003 61
I-I ~" I 1.900 I 1. 752 1. 682 1.610 2.44 I 1.00 , lAO..! 61
I ,
v' I 2.375 2.227 2.157 2.067 1.97 I 1.00 I 1. 769 37
-
~-L~" I 2.875 2.731 2.635 I 2.469 1.04 I 1.00 ~.357 19
I :
3' I 3.500 3.340 3.260 I 3.068 1.29 I 1.00 : 3 268 19
I
-i" ! -!.SOO 4.328 4.260 I 4.026 1.00 I 1.00 I -! 3~7 19
6' I 6.625 6.40.3 6.357 I 6.065 .73 i 1.00 7.71-! 10
E1i.:~:~ r\;. -n "~ 'C.';C_.":~c1 .1,1I1~ ~'dnddld CL eRR formula. CL File Protet'tlon EqUipment D,re, "f\ ,~. ~~'-. 11Zl
'~-.ms'~--
'hth an Inside diameter of up to 119'c
larger than Sch-40 and up to 79'c larger
than Sch-l0. Dyna-Flow plpe's hydraulics
are exceptIOnal. Larger I. D. 'i enable
Dyna-Flm,. amI the related components.
to be down-Sized "ithin the system. thus
IIlcreaslUg the potential for Job co"t
sa\ lUgS. The chart above compares the
I.D." of Dyna-Flow With other pipe
schpdule-. For complPlP Hdzen- WIlhams
chdrts. refer to nD;.-na-Flow H~drauhc
Datd Tablps."
~_~~(;~::f.f;{;(~;~~~'~':t~.,. \J., ,~' '/
Dyna-FllJ\~ pipe comblllp-; the pfficlency
of ad" .lncpd hydraulic performdnce With
the value of long-krm dunlIHlit~. Life
expel'lanc~. dd'ined by U ntll'l'wrltpl-S
LdbOl',ltorip~ as a Cornbion Re~istanee
Ratio lCRR). I~ relative to thl' ~trpngth
of the wpukest pOInt of tIll' IHpp.
t~pll'ally at till' jOllll. All thn'aded
Seh-.Ul pip.. Joinb hav.. CRR of 1.00. All
,IZ('" ( In - -tOl) of D~ na-Flow h.1\ l' eRR
v,dlll''' of 1.00 or g:n'atl'L tllt'n.fore
01 fl'l'i Ill! g:1'('atcr life (''(Iw(.tallc~
(Se(' l'IHlrt ,.llt)"e)
'f~=. ; .." ---1' 'll'::;~i~~-_
Dyna-Flow pipe 15 manufactured to
meet. ASDI A 795 Type E, Grade A and
IS III eompli.lnce "Ith NFPA-13 and
~FP,-\.-l-! All me5 of Dvna-Flow are
rated at 31)0 pSI "orkmg pressure.
6" Dvna-Flo\\ IS rated at 300 pSi by F:\L
Dyna-Flo\\ IS CL Listed, FM Approved
and l'LC LIsted.
@
?J~J
1'I':m.;.
......::...
~
}1 Lightweight and ea5;' to lIlstall.
resulting m more effiCIent u,<, of
your freight and labor dollars.
]I Provides stablllt~ needed to comply
with standard hanger spacmg 1 15 ft.
O.C.) per ~FPA
11 Available III standard !en!rth5 for
your com enience. or ,:an be ordered
lU custom lengths upon appro,-al.
.J Fast cuttmg and "e1ding. as "ell as
easy roll groo\ IIlg and ~nd
preparatIOn.
~ Available m factor~ rfJU ~r)o\'ed
form fOl' qUicker -hop turnaround.
II Clean. durable mill coatrng prondes
longer nshelf lifen and acts a5 an
excellent primer for custrJm pamt
J.pplic,lllun,.
I h nll-I-Iu", I" I II ;!I..tl r!'d lr,l.j..mclrk ' f \m..r. "n T uhf' &. PIp"
I OIllJl.lln 1111
\lIl1lIUIIllIIIClII I olll.JIn!''' twr"ln I' oi" 'J,..t..... ..'1I,.n..l tllnl'
III pnhlll ,llllIn \m!'rll.ln I ub.. 6. 1-'1'.... p.._~... '"1" n:ht lu
I hun:':l pnllllll I "',Wllfu ..tlll/n. ..lth"ul "I,.f.'" ,,0:.'1 ..lIh',ul
IlIe III fllIL!: "hll~IlIIHrI"
Listed
Approved
Listed
D~ na-Flo\\ 1- L'L I ULe Listed for use
With roll :;roo\ ed. plain-ender\
coupling'i. and welded Jomt'i for wet,
dr~ preactlOn and deluge sY'items.
It 15 nI Appro~ed for roll grooved.
plam-ended. and welded joints for
wet .\ ..tern... Refer to appropriate
documentatIOn for IIp-to-date lbtmg
and appro\almformatlOn. Dyna-FLow
r:un be nhot-dIP" galvuniZl'd to met'!
F:\r. P"1ulfI'menl'l [or dr~ ,y~lt'llls.
2525 N 27th Ave
PhoeniX, AZ 85009
101 E Broadway
Kokomo, IN 46901
I Illlll 111'1;
Customer Service
1-800-877-8823
1-602-272-6606
FAX 602-269.1324
~
~
AMERICAJI TUBE & PIPE-
'-i,1APl.'H '4f,";~~~"TEO
(-
~
t
~5/22/2~03 12:45
3607858722
KNIGHT FIRE
PAGE 03
MECHANICAL TEES
~
,,---
~~
LISTED LISTED APpqCVED
For fire pr:l(Gcllon services "Gq'Jesl .ubmlrtal GRS 1.3
MECHANICAL. BRANCH CONNECTIONS r::OR
REDUCING 6RANCH OUTl.~TS WITi-IOUT
WELDING THE MT.2 IS A BOLTED SADDL.E;
TY?E FITTING WITH GROOvED OUTLETS.
DESIGN ASSURES SU?ERlOR SEA:"!NG. FULL
PiPE SUPPORT, EXCELLENT STABIL'TY Al\lD
EASY INSTALLATION
i---c ---J
I 1_1-
, , ,
--L- : I
I : . A
E . I I
J... ..L
-0--1
, I
,
MT-2 'GROOVED'MECHANICAt. BRANCH..TEE> ; <.: ,':' '. '.",.....:- '. '. '. 'I.
,
____-...-......---- ___ ____ ___ ____ .. -------1-_~._..::._'".:...._. --.! ---:.--..-
1 I I ,
SIH WOR KINe; CIA. (I'IICHl I "15 le;H T
IN. P ,S 1./ +.1 25/.0 0 QTY $IH A \I C D i EACH
I
(rnm) (I<P d) IN (nm\ , Lbl,(,("')
3x1 J} 500 2,00 2 112x2 J/4 3.44 2.15 6.25 3.91 J 3.80
3()~ 345J 51 ,~~ :,:> 15" 91 2&
3x2 500 2.50 2\ 112x23/4 ~.44 2.15 6.25 3.91 4.40
/lO'ttO .1~,:iJ 04 Ili 35 1~9 q~ : ~o
4x1 1/2 500 I 2.00 2 112x2 J/4 4.00 2.64 1.25 3.83 4.60
1 ~Q>(40 )<1.'50 51 j(,:~ oj '1~ 07 2 1
41(2 500 2..50 ! 2 1/2x2 314 4.00 2.85 7.23 4.52 4.80
1 OOo<~O Ja',) ()Li I rr) C,i 1.~ ' :~ 2.
4)(2 1/2 SOO I 2.75 I 2 1121(2 314 4.00 2.85 7.25 4.52 5.40
. OOx~ 5 3450 70 '02 67 i24 ".5 ~..
4x3 0.0. 500 2.75 I 2 1/21(2 314 4.00 2.85 7.25 4.52 780 I
I OO~6'; JJ')I) 70 1 H)l ,.,/ i a,l . I.~ ~~
4x3 500 3.50 i 2 1I2x3 1/4 4.13 2.q5 7.25 ~.12 I 7.60
Illt}.<8Cl .3450 89 lfJS f), i "'J '30 JA
5112 SO() 2.50 I 2 Sll!x4 4.75 ;ua 3.30 4.52 7.19 I
12~..,~G 3.1."JJ e4 ',1 g' 71 , 1 i5 ~J
5x2 1/2 500 2;!,5 2 S/Sx4 I 4.75 3.19 8.30 4.52 7.19 I
1,tx65 14.';i) ,'-' 121 81 1 211 , 15 33
5x3 MO 3.50 2 5I8x4 5.00 3.18 8.30 5.12 7.90 I
125x8C .)4S') go 127 61 2'1 1;\0 36
I~~O 500 2.50 2 51Elx4 5.12 3.71 9.38 4.ol2 6.00
3MO 6.:1 lJC 04 <:\~ 112 3 e.
6112 1/2 500 2.75 2 5I8x4 5.12 J.71 9.38 4042 8.00
i!iOxoS .31'50 iO 1.;0 ~4 2.>0 . '" 36
, ,
6x3 0.0. SOU 2.75 2 5I8x4 I 5.12 3,71 9.38 U2 9.70
150~QS 34.~ 70 I 1."JO ;,J ~3ll 1 i~ 44
i)Q 500 3.50 I 2 5/8x4 , 5.25 3.71 9.38 5.62 9.70
lSOyoO :\4~ 8;;> ! 133 94 228 1..:3 4.1
6)(' 500 4.50 2 518x4 r 5.~ 3.71 9.38 6.50 I 13.60 I
150.100 )4!;1) d,l ~.,)1 <),~ ?)~ '<0>5 c2
I NOM NAL
MAX
HOLf
III U 3 /II OLf S
DIMENSIONS Il'Icn'TIm
AP P II OX
AL.1. SIZES MAY BE USED AS Mf:CHANICAl CROSSf:S.
OUTLET BRANCH IS MACHINEO PER STANDARD CUT GROOVE SPECIFICATION
..
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11\',_ ..
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Page 19
,
~5/22/2B03 12:45
3507868722
KNIGHT FIRE
PAGE 02
GROOVED FITTINGS
~
@ <t~
LISTED LISTED ~PF'ROVEC
For fire protectior, s9:,vlcgs reque~t suortlltt..11 GRS 1 3
MATERIAL SpeCIFICATIONS;
CAST FITTINGS: DUCTilE IRON ASTM A536
SEGMENTALLY WELDED FITTINGS: ASTM A.53 OR A 135 STANQARD WEIGHT EXCEPT E.Q IS SCH 10
FOR.GE STEEL FITTINGS: ASTM 234 WPB/A$A El16 9 AND ASiM A53 OR 11.135
FINISH' RUST INI-'IBITING ORA"'GE PAINT OR HOT DIPPED GALVANIZING PER ASTM 1..153
FLOWDA.TA: S::: TSCHNIC...L 5UF'F'ORT DATA PAGe 41
r- C to E -1 A
~ ~ I
101
I ~ . a
~ 1.> 1..1
Sl .L
(.)
_l ,.. .ll
---LU
I
, "OM'N^, Ie,.", ':. '"0', elNT" 'I :',"0' eiN" ~' ""0. e, "IE: 'I""' 0'. e'""~ 'I" ",0'.
I SIZE 10 WEIGHT 10 WE1GtH 10 wEIGHT 10 WIiIGI1T 10 WEIGflT
I IN. BID eACH END EAC~ ElI/O EACH ENe fACH END HCH
I Irr,f1" 1 I IN f""",1 LbslIll'(, IN I~:I""\' Lbs (K.'l IN ''l''lrrd L.bs '''::\ IN Imm\ I.bSWCl) IN"....,... I Lbs '<'""
I 11/4 2.75 11 1.75 C.8 I 1.75 0.8 1.37 O.S 2.75 1.2
: 37 70 05 r~~ .j,::I .l~ f).J ,l5 ('l~ i 2 O~
, 1112 2.75 1.2 1.75 O.S I 1.75 1.0 1.37 0.7 2.75 I 1.8
, .0'1 7(1 (;.5 .o''.;; '.J.. 4~ o~ 3G ):, , (J~
I 2 3.25 2.0 2.00 1.5 2.00 1 1.6 1.37 0.9 3.25 I 2.3
,-, 83 L1Q ) " I ,j ., ~; :1 ~ ~z I 10
., ::!'
i 2l~ 3.75 2.9 2.25 2.2 2.00 2.1 1.50 1.5 3.75 ~.O
'>!- 13 ~) In , ~, 10 ;,~ l7 05 ,.1
30.0. 3.75 3.1 2.25 1.9 N/A NlA N/A N/A NfA N/A
.;~ 95 1 A :)' (,fJ
3 4.25 4.3 2.50 3.2 i US 3.1 1.50 2.0 4.2~ , 3.6
I
~(1 I~ ~(I ,~ ':) " . 1 ~ :l~ 09 1:05 '6
4 5.00 8.7 3.00 5.7 I 2.87 5.4 t.7S 3.3 500 i 3.7
h\' 127 3" 7,.- :u i :' :!l 44 15 i2-::' : , 7
5 S.SO 11.9 3.25 8.2 2.88 7.8 2.00 5.0 5.50 4.3
i~:, l,~n <;4 83 " '( ~~ .3 " ~l 23 ... 2,r.
6 6.50 18.2 3.50 11.0 3.12 8.3 2.00 6.5 6.50 10.7
: S(: 16~, 63 e.:; '.' 7< 1 ~ ,,1 '2 <:> ,(>:) , ~,
6.50.C. 6.50 15.0 3.50 11.2 I ,
l~' 10:, 01\ ~., , I N/A NlA NJA N/A N,'A WA
8 7.75 32.2 4.25 20.4 3.87 17.9 200 10.0 ".75 20.8
.:O~' iC( :4 ~ 105 'J' 9~ ~ J ~I 45 ,- QA
10 9.00 49.0 4.75 31.5 4.75 30.0 2.12 145 9.00 , 29.0
2~\ ~2y : I : 121 A , 1 , ~\ (. [,.j 1'0 :?: '-I,;>
12 10.00 70.0 5.25 44.1 I 4.87 40.4 2.25 18.7 10.00 ; 33.0
:\(}.' ~'bt1 31~ 1:3 'flf1 I) 1 ;~-' !:;/ n ~'t:.~ , '611
14 '* 24.00 180.0 8.15 105,0 I 5.00 43.0 3.50 25.0
* I N1A I N1A
~5CJ ~,l(l III 6 ?:') ,'1<:- 19" 89 , 13 I
15 .. 27.00 220.0 * 10.00 115.0 5.00 SO.O 4.00 42.0 I
~l'X) 680 <'IuB 2:-'<1 '.,." ~ 11i ~;ll 10. 19 I N,'A i N/A
18 ... 30.00 280.0 ... 11.25 I 145.0 5.50 60.0 4.50 50.0 N/A i N1A
6~D 7M 1;>70 ~~ ~) t 140 ~7,;> . 14 :27
20 '* 33.00 350.0 * 12 SO 180.0 6.00 700 5.00 65.0 N1A , N/A
50C 838 1588 31E ~1.6 ~6'" 318 1?'1 2QS
24 '* 39.00 4DO.O ... 15.00 %SO 0 , 7.00 101'1.0 8.00 95.0 N.'A N/A
oc:' 991 <17 i MIl : 1 ,~1 1 ;8 47 ~ 1~~ 4.~ 1 I
SW = SEGMENTALY WELDED STEEL
* r:'~RGE ST~EI.
DRAIN ELBOW HAS A STANDARD 1" FEMAI.E NPT OUTLET
DRAIN ELBOW IS SCH 10 STEEL PI?E
Page 6
Ij~
t
<<1
~5/22/2003 12:45
36137858722
,\.
Ki'HGHT FIRE
PAGE 131
e.I.THREADED FITTINGS
CAST IRON THREADED FI';iINGS ARE Ul... UlC LISTED .AND FACTORY MUTUAL
APF'~Oveo FOR 300 PSI SERVIC2. GRAY IRON FERASTMA126 CLASS B. DIMEN-
SIONS CONFO~M TO ANSI 816 4 CLASS 1:5 eXCEPT Pl.UGS CONFORM TO ASME
816.14 THREAOS ME Nf'T PER ANStJASME 81.20,1,
r-B-i
NOMINAL
SIZE -
(INCI-f)
1
1 1/4
1 1/2
~ 2
I'T!M
CODe
/I
C 890033
C89OO44
C890055
CB90068
MAX.
WORKlNG
P.S.I.
300
300
300
300
II]
rii
)
CAST IRON REO. 90 DEG..ELBOW
- ---~ - , ,- -
I NOMINAL ITEM MAX. ClMIHiIONS WEGHT
SIZE COO! WORIONG EACH
I (INCH) , P.S.I. A B PIECE
1 X"2 CSSOO31 300 1.28 I 1.36 0.64
1 X:lI4 CSS0032 300 1.37 1.45 0.87
1 1I4X"2 Ce90041 300 I 1.34 1.53 0.96
1 1I4X:JI4 CB9Q042 300 I us 1.11<1 1.13
1 1/4Xl CS8oo~ 300 I U8 1.47 1.16
1 112X1 CB90053 300 i 1.65 1.&0 I 1,.51
: 1 1~1 1/4 CS&OOS4 300 I 1.82 UlIi 1.62
2X1/2 CS800e1 300 , 1.4~ 1.&1 i 2.00
2X:3I4 C890082 300 I '.60 1.97 I 2.05
2X1 CBl1OO63 300 i 1.73 2.02 2.10
2Xl 1J4 C&;0084 300 I 1.94 2.10 2.30
2Xl 1/2 CB80065 300 I 2.02 2.16 2.60
~
@<8>
usn:;o USTED APPROVED
For fire protectlon !lervl~s reQuest submittal GRS 1.3
I-A-t-A----;
I I I
3
NOMfNAL
SIZ!
(INCH)
1
11/4
11/2
2
::', 'CASTJRON'45 DEGREE ELBOW'
'- -~~--
NOMINAL ITEM MAX. ;OUAENS1ONS WElGIfT
SIZE COOE WORKING I ! EACH
(INCH) it P.S.I. A! B PIECE
1 C6450~3 300 I 1.12 1.12 0.84
11/4 CS45044 300 I 1.29 1.29 1.<W
1 1/2 , C84S065 300 I , 4.3 1.43 1.80
2 I CS45{J66 300 11.38 1,68 2.79
NOMI~L
SIZE
(INCH)
1/2
3/4
1
1 1/4
1 112
2
~
ITEM
CODE
f
CPLOO1
CPLOO2
CPl.OO3
CPLOO4
CPlOO5
CPLOO6
M~ 100MelSION WfiGHr
WORKING r----1 I:ACH
P.5.1. I A I PIECE
JOO I :l.94 0.10
300 I 1.07 0.17
300 1.25 0.28
300 1.36 0.44
300 1.45 0.62
300 l.5a 0.91
Page 27
~
-32-
Model #111
Swivel Split Ring
Malleable Iron
SIZE RANGE: 3/4" thru 8" pipe sizes
MATERIAL: Malleable Iron, steel lockIng dip J1ld met
AL TERNA TE MATERIAL OR FINISH: EG
CONFORMS WITH: Federal Specitic:llion WWH-171 (Type 6),
Manufacturers Standardizal10n SocIety A:'\SIDlSS-SP.58 (Type 6), Install In
accordance with ANSI/MSS-SP-69.
SERVICE: Most expensive pipe support for static piping Hanger may be
Installed pnor to the erection of piping. The offset hInge design allows for
Installatlon or removal of pipe for further fabnc:lOon after the hanger IS Installed.
Swivel insert provides vertical adjustment during Installation. LockIng clIp
feature allows ann to be opened and closed without use of tools.
ORDERING: Specify pIpe SIze, model number J1ld name
NOTE: MaxImum temperature 4500 sen ice
.:"
Pipe Ma'L rerom.
Size H CL RS MRI A load Ibs.
3/4" 3" ll-16' 3/8" I-51l6" 3116" 300
1" 3-1/4" itS' 3/8" 1-5116" 3/16" 300
1-1/4" 3-112" 15-16- 3/8" 1-5/16" 1/16" 300
1-1/2" 3-7/8" 1-3116' 3/8" 1-51l6" 1/4" 300
2" 4-1/2" I-It:" 3/8" 1-5/16" 51l6" 300
2-1/2" 6-3/8" ~-I."8' 1/2" 2-1/4" 11/16" 500
3" 7" ~- ~1I6' 1/2" 2-1/4" 11116" 500
3-1/2" 7-7/8" ~-15il6' 1/2" 2-1/4" 15116" 500
4" 9-1/8" - 5/8" 3-1/8" 3/4" 900
5" 10-314" - I 5/8" 3-1/8" 1-3116" 900
6" 12" ':"'313' 3/4" 3-3/8" 1-1/16" 1300
3" 15" 5-Q116' 7/8" 4-1116" 1-1/4" ISOO
/
Model #115
Swivel Loop Hanger
Heavy Duty
(NFPA Rod Sizes)
SIZE RANGE: 1/2" thru 8" pipe sIzes
lVIA TERIAL: Pre-galvanized carbon steel .....Ith a ZInC electroplate
Insert nut
APPROVALS: Factory Mutual (FM)
LISTINGS: Underwnters Laboratones (IL)
CONFORMS WITH: Federal SpeCIficatIon WW.H-l71 (Type 10), Manufacturers
StandardIzatIOn SocIety ANSI/MSS-SP.58 (Type 10), Install In accordance WIth
ANSI/MSS-SP-69.
SERVICE: Pipe support manufactured to use mInImum rod sIzes permItted by NFPA
for fire sprinkler piping.
ORDERING: SpeCIfy pipe SIze, model number and name.
<S>
""''\
~utl
""-
Pipe H CL RS MRI A Max. recom.
size load Ibs.
112" 3,1/8" 1-518" 3/8" I" I 1/4" 300
3/4" 3-1/16" 1-112" 3/8" I" 15/16" 300
I" 3-31l 6" 1-112" 3/8" I" 15/16" 300
1-1/4" 3-1/2" 1-11116' 3/8" I" 7/8" 300
1-1/2" 3-15/16" 1-15116' 3/8" I" I" 300
2" 4-1/2" Z-1/4" 3/S' (" 1-1/16" 300
2-1/2" 5-15/16" 3-318" 3/8" I" 1-11:" 5Z5
3" 6-112" 3-518" 3/8" I" 1.7/8" m
3-I/Z" 7-\/16" 3-15116" 3/8" I" 1-7/8" 585
4" 7-112" 4-118- 3/8" I" \-7/8" 650
5" 8-15/16" 4-13/16" 1/2" 1-1/4" 2-3/16" 1000
6" 11-1116" 6-9116" I/Z" 1-1/4" 3-3/16" 1000
8" 12-7/8" 7-318" I/Z" 1-1/4" 3-1/16" 1000
MICHIGAN HANGER CO.. INC.
.32-
"'"r:I.... AU
:1
.
PORT ANGELES FIRE DEPARTMENT
FLAMMABLE LIQUID DISPENSING PLAN REVIEW
Project Name: Peninsula College
Address: 1502 East Lauridsen Blvd.
Plan Review # 99-10 I Com~ R-ID I Date: June 8, 1999
We have checked the specifications and find they conform to the requirements of our codes and
ordinances with the following exceptions.
1. Motor vehicle fuel dispensing stations shall be in accordance with Article 52 and Uniform
Fire Code Standard 52-1. Flammable and combustible liquids shall also be in accordance
with Article 79.
2. Outside dispensing areas shall be provided with spill control and drainage control as set forth
in Uniform Fire Code.
3.
Dispensing devices shall be located ten feet or more from property lines or buildings, and
such that the nozzle, when the hose is fully extended, will not reach within five feet of
building openings and 20 feet or more from fixed sources of ignition.
V\
\J
N
~
4.
An emergency shut down device shall be located within 100 feet of, but not less than 20 feet
from dispensers. Such device shall be labeled EMERGENCY FUEL SHUT DOWN
DEVICE in an approved location.
6.
A listed automatic-closing-type hose nozzle shall be provided.
"
~
i
5.
Signs prohibiting smoking, prohibiting dispensing into unapproved containers, and require
vehicle engines to be stopped during fueling, shall be consciously posted within the side of
the dispenser.
7. Dispenser hoses shall be a maximum of 18 feet in length unless approved. Dispenser hoses
shall be listed and approved. When not in use, hoses shall be reeled, racked, or otherwise
protected from damage.
Product delivery hoses shall be equipped with a listed emergency breakaway device designed
to retain liquid on both sides of the breakaway point. Such device shall be installed and
maintained in accordance with the manufacture's instructions.
Page 1 of 2
iii
8. Provisions shall be made to prevent liquids spilt during dispensing operations from flowing
into buildings. Acceptable methods include grading driveways, raising door sills, or other
approved means.
9. A fire extinguisher with a minimum rating of2A-20BC shall be provided and located such
that is it not more than 75 feet from the pump, dispenser, or fill-pipe opening.
10. A protected above ground tank shall be a minimum of 15 feet from property lines which is
or can be built upon. The tanks shall be a minimum of five feet from the nearest side of any
public way or from the nearest building on the same property.
11. Guard posts or other approved barrier protection shall be separately provided for the
protected above ground tank.
12. Protected above ground tanks shall not be filled in excess of 90% of their capacity.
Specifications submitted under Products, item #9 states that the overfill prevention will not
allow the tank to be filled in excess of 95% of its capacity.
13. A site plan which is drawn to scale shall be submitted showing the new tank location in
relationship to:
a. Property lines
b. Adjacent buildings and/or their use
c. Utilities including, sewer, LP-gas, electrical power lines, and nearest fire hydrant(s)
A system detailed drawing shall also be submitted which includes:
a.
b.
Tank size and dimensions
Base slab dimensions and bullard placement
Vent size, height and location
Shut off switch location
Required signage
c.
d.
e.
NOTE:
Reviewed by
Prior to the Occupancy Permit being issued, compliance to the above conditions
~rJ.~
Date
ro/t3/99
J:a Building Department
o File Copy
Page 2 of 2
.S
~~
CITY OF PORT ANGELES
PUBLIC WORKS - BUILDING DIVISION
321 EAST SllI STREET, PORT ANGELES, WA 98362
BUILDING PERMIT
OWNER/APPLICANT
PENINSULA COLLEGE
1502 LAURIDSEN BLVD
PORT ANGELES, 00000
000/000-0000
T:
ISSUED: 10/30/2000
PROPERTY LOCATION
1502 LAURIDSEN BLVD E
Lot:
Block:
PERMIT NO:
12282
S:
Subdivision:
Parcel No:
~
GOVT LOT 2
063014210000
Long Legal
CONTRACTOR
FEDERAL FIRE SAFETY
2032 SO. 0 ST.
PORT ANGELES, WA 98362
360/457-3308
PROJECT INFO
Project Value: $0.00
Project Type: FIRE ALARAM SYS
Occupancy Type:
Occupancy Group:
Construction Type:
Zoning Use: PBP
ARCHITECT
N/A
, 98360-0000
360/000-0000
SFD Units: 0 Commercial: 0
SFD SQ FT: 0 Industrial: 0
Garage: 0
MFD Units: 0
MFD SQ FT: 0
-
V)
o
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(l1
PROJECT NOTES
r
~
f
i
-,
<Y
~
.5
FEES ASSESSMENT
Building Permit: $0.00 Misc Fee 1: fire $50.00
Plan Check: $0.00 Mlsc Fee 2: $0.00
State Surcharge: $0.00 Misc Fee 3: $0.00
House Moving: $0.00
Manufactured Home: $0.00 $50.00
Sign: $0.00 TOTAL FEE:
Plumbing: $0.00 AMOUNT PAID: $50.00
Mechanical: $0.00 BALANCE DUE: $0.00
Radon: $0.00
RW
SANIT AR Y
WATER
DWY
STORM
DRA
OTHER
Separate Permits are reqUIred for electrical work, utilities, private and public improvements. ThIS permit becomes null and vOid if work or
construction authonzed is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after
the work as commenced, or if required inspections have not been requested Wtttun 180 days from the last inspection. I hereby certify that I have
read and examined this application and know the same to be true and correct. All provisions of li!ws and ordinances governing this type of work
will be complied with whether specified heretn or not The granting of a permit does not presume to gIVe authority to VIolate or cancel the
proVisions of any state or local law regulating construction or the performance of construction
Si nature of Owner if owner IS builder Date
BUILDING PERMIT INSPECfION RECORD
'4 -"
CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER,
INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE I ACCEPTED COMMENTS
I YES NO
FOUNDATION:
FOOTINGS
WALLS
FOUNDATION DRAINAGE
ELECTRICAL (LIGlIT DEPT)
ROUGH-IN I I
PLUMBING
UNDER FLOOR I SLAB
ROUGH-IN
WATERLINE
BACK FLOW I WATER
AIR SEAL
WALLS
CEILING I I
FRAMING -
JOISTS I GIRDERS
SHEAR WALL
WALLS I ROOF I CEILING
DRYWALL
T-BAR
INSULATION
SLAB
WALL I FLOOR I CEILING
MECHANICAL
CHIMNEY
WOODSTOVE I PELLET
DUCTS
PW UTILITIES I SITE WORK (Engmeenng DIVISIon)
WATERLINE I METER
SEWER CONNECTION
SANlTARY
STORM
SITE DRAINAGE I EROSION COl-ITROL
PARKING
OTHER
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRlCAL . LIGHT DEPT 411-4146 ELECTRlCAL
LIGHT DEPT
CONSTRUCTION R W I PWI ;p CONSTRUCTION - R W
ENGINEERING 411-4801 "- r( PW I ENGINEERING
FIRE (MUL TI-FAM ONLY) 411-4654 ~W,. - J FIRE DEPT
BUILDING 417-4815 i.4 __ I t;-l)t.\ k!....\/ BUlLD~G
GENERAL COMMENTS:
PW-1I0215(4196)
~of:.~
{j
BUILDING PERMIT - PREAPPLICA TION
FOR OFFICIAL USE ONLY:
Date Reo.: i 0 - /'2" -00
Permit II: IZ.z~
Pre-Ap Complete?
Date Approved:
The Building Pennil - Preappli~tion must be filled o"t compleJeIy.
Please type or priot ID IDle. lIyou have any 'lueatlou, please caD 417-4815
~
Applicant and/or Agent:
Owner: P~/~<U~ C.oLL--,t&~~
Address:/~O~ tE.. {A~lrhENCity: Pl,
AN~lR.~
Phone:
Phone: l/~;)... 9~7 7
Zip: 50", J~~
ArchitectfEngineer: Phone: .
,- Contractorf'~L. Me.ec;IfH-m/I}::>(License#:~t l~Exp: ~\~d-. Phone:~5'"73568'
\' It { ___ ~ A.c"\ .
Address:~D?~ ~ () 5 ~ City: r' . ff/\Jts~~~ Zip: ~~~~~
__ P~OJEcr ADDRESS: I~O.:l. G. LA () 'E ( oS ~ EE;LV D ZONING
LEGAL DESCRIPTION: Lot: Bloclc Subdivision:
TYPEOFWORK:
o Residential 0 New Constr. 0 Reroof
o Multi-family 0 Addition 0 Move
o Commercial 0 Remodel 0 Demolition
. 0 Repair 0 Sign
___ BRIEF DESCRJPTION OPTIIE PRo.n:cr:
. ~-rFftl .
'. COMMERCIAIJRESIDENTIAL: Occupancy Group:
. No. OfStOrles: _ Lot Size: ~ % Lot Coverage:
Existing Lot Coverage: Isq. ft. + Proposed ~ Coverage:
o Woodstove
o Garage
o Deck
o
ADD. ''-1 OI~
SIZFJV ALUATION:
SF.@$.
SF.@$
SF.@$ ISF.=$
TOTAL VALUATION $'
C"i'J 77-t e:- J41Ze- .. .4LtAIZnn
::~.60 _
Occupant Load:
Construction Type:
%
Isq. ft. = TOT AI. LOT COVERAGE:
Isq.ft
PLANNING USE ONLY:
Notes: .
APPROV AI..S:
PLAN
BLDc
DPW
FIRE
O'DIER
,
ESA/Wetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other:
PREAPPUCA TlON SUBMlITAL: Your application and site plan nIIISt H fiIleJ Old comp/de1y to be accepted fo, rniew. The Duildin&
Division can provide you with more detailed information on the application and plan submittal requirements.
BUILDING PERMIT APPLICATION SUBMDT AL: Your completed application. site plan (fOl' additions) and building construction
plans are to be submitted to the Building Division.
V ALUA nON OF CONSTRUCTION: In all cases. a valuation amount must be entered by the applicanl This figure will be reviewed and
may be revised by the Building Div. to complywith cWTent fee schedules. Contact the Permit Coordinator at 417-4815 for assistance.
PLAN CHECK FEE: Your plan check fee is due at the time the building pennit application and construction plans are submitted. All other
pennit fees are due at the time of permit issuance.
EXPmA nON OF PLAN REVIEW: If no permit is issued within \ 80 days of the date of aJWication. this application will eKpire by
1imitatioos. The Building Official can exte:nd the time for action by the applicant up to 180 days. on written request by the applicant (see Section
304(d) of the Unifonn Building Code. current edition). No applicati6n can be extended more than once.
r hereby certify that r have read and examined this application and lenow the same to be true and correct, and I am authorized to apply for
this permit. I understand it is not the City'.! legal re.!ponsibility to determine what permit.J are required' it remains the applicant'.!
re.!ponsibillty to determine what permits are .requlred and to obtain such.
PW-II02_I3[rev.2196)
Date' I o~ ~'t:..
"
. ",
PORT ANGELES FIRE DEPARTMENT
1 02 East 5th, Port Angeles, W A 98362
360-417-4653
Fire Sprinkler System Plan Review
Project Name: Peninsula College Address: 1502 East Lawridsen Blvd
Additional Classrooms
Installer: Federal Firesafety Telephone: 457-3308
Type of System: Addressable R-3 D R-l D Com IKI
Date: October 25,2000 Permit #00-06
We have checked this plan and find that it conforms to the requirements of OUlf ordinance with the
following exceptions:
1. The' Fire Department strongly recommends changing the proposed (detection devices to
"addressable" capable devices to ensure compatibility with the College"s planned fire alarm
system upgrade.
Additionally:
1. The system shall be installed as prescribed in applicable NFP A 72.
2. Fire alarm wiring to be done in accordance with P AMC and Washimgton Administrative
Code.
3. A fmal field acceptance test will be conducted to ensure compliiance \with applicable codes
and ordinances before final approval is given.
D Contractor
aBuilding Department
D Fire Copy
:Reviewed by
u-
Date 1,.,0/ d~l 0'0
FP - 9
Page 1 of 1
11"""/
.
<f ,ORT ""
, ~..~~<..
~,.~
"'=- --
~IC~
BIJ/LD/.AJC peRMIT
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
32] EAST 5TH STREET, PORT ANGELES, WA 98362
1::;::;Ut:U:
11/12/2002
t"t:KMII NU:
1 Jtl49
S:
PROPERTY LOCATION
1502 LAURIDSEN BLVD E
Lot:
Block: IZI Long Legal
Subdivision: GOVT LOT 2
Parcel No: 063014210000
OWNER/APPLICANT
PENINSULA COLLEGE
1502 LAURIDSEN BLVD
PORT ANGELES, 00000
000/000-0000
T:
CONTRACTOR
PENINSULA HEAT
502 W. 8th Street
Port Angeles. W A 98363
360/457-2775
PROJECT INFO
Project Value: $12,470.00
Project Type: HEAT PUMP ADD
Occupancy Type: COMMERCIAL
Occupancy Group:
Construction Type:
Zoning Use: PBP
ARCHITECT
N/A
, 98360-0000
360/000-0000
---
~
G
~
\\\
\"
~
~
Q.
~
:J
\5
-
~
pt\
SFD Units: 0
SFD SQ FT: 0
MFD Units: 0
MFD SQ FT: 0
Commercial:
Industrial:
Garage:
o
o
o
PROJECT NOTES
INSTALL HEAT PUMP
RECEIPT#9907
FEES ASSESSMENT
Building Permit:
Plan Check:
State Surcharge:
House Moving:
Manufactured Home:
Sign:
Plumbing:
Mechanical:
Radon:
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$34.15
$0.00
Misc Fee 1:
Mise Fee 2:
Misc Fee 3:
$0.00
$0.00
$0.00
TOTAL FEE:
AMOUNT PAID:
BALANCE DUE:
$34.15
$34.15
$0.00
Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
construction.
oll FILE
Signature of Contractor or Authorized Agent
Date
Signature of Owner (if owner is builder)
Date
T:\PLANNrNG\FORMS\1102.15 [4/2002]
"'llIII
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,
INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
I YES NO
FOUNDATION:
FOOTINGS I,
WALLS
FOUNDATION DRAINAGE
ELECTRICAL (LIGHT DEPn SEPARATE PERMIT' #
ROUGH-IN
PLUMBING
UNDER FLOOR 1 SLAB
ROUGH-IN
WATER LINE
GAS LINE
BACK FLOW 1 WATER
AIR SEAL
WALLS
CEILING
FRAMING
JOISTS 1 GIRDERS
SHEAR WALL
WALLS 1 ROOF 1 CEILING
DRYWALL
T-BAR
INSULATION
SLAB
WALL 1 FLOOR 1 CEILING I
MECHANICAL
HEAT PUMP
WOOD STOVE 1 PELLET 1 CHIMNEY
HOOD 1 DUCTS
PW UTILITIES 1 SITE WORK (Engineenng DIvISIon) SEPARATE PERMIT #'s.
WATERLINE 1 METER
SEWER CONNECTION
SANITARY
STORM
PLANNING DEPT. SEPARATE PERMIT #'s SEPA.
PARKINGILIGHTING ESA-
LANDSCAPING SHORELINE
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRICAL - LIGHT DEPT. 4 I 7-4735 ELECTRICAL
LIGHT DEPT
CONSTRUCTION R. W.I PWI CONSTRUCTION - R.W
ENGINEERING 417-4807 PW 1 ENGINEERING
FIRE 417-4653 l. o~ FIRE DEPT
5~1' ..... I
PLANNING DEPT. 417-4750 PLANNING DEPT.
BUILDING 417-4815 1<1- ,li- 04 k:'\J BUILDING
T.\PLANNING\FORMS\I 102.15 [4/2002]
Phone: .Y-5/-a 77S-
Phone: '-I/J- b563
Zip: 123 ({, d-...
~.
P BUILDING PERMIT - PREAPPLICATION
~ The Building Permit - p,.applicodon nuut befU/d 0lIl completely,
~~ P1U$e type or priDt In Ink. It you have any qUCltloDJ, pleaJe caU 417-4815
Applicant and/or Agent: Qhcvrlo-He--- 4J erS6Y\
Owner: P~l'tLY\5wlCL Co lI..eje...
Addresd 502- fO-. LaiA-r Id~V1 Pld City: Pc r+ An5 e W ">
ArchitectlEngineer: Phone:
Contractor Pe Y\ L Yl5Vt ll(. -\..ka...-t- License #:~ N IJfJ ~ ut6~
Address: 602-- W ~+1-1 City: Pt:>fi;- A-n~ elR 5
PROJECI' ADDRESS: S4-ME-' As ~V5=-
LEGAL DESCRIPTION: Lot: Block:
Subdivision:
FOR om
Oa!o R.oc.:
Permit II:
Pro-~ CoalpIcc.?
D&Io ApprcMd:
TYPE OF WORK: SIZF.IV ALUATION:
a Residential a New COnstI'. 0 Reroof 0 Woodstove SF. @ $ /SF. 0:: S
a Multi-family 0 Addition 0 Move . 0 Garage ", SF. @ $ /SF. ... S
a Commen:ial 0 Remodel 0 Demolition 0 Deck SF. @ $ /SF. ... $
o Repair 0 Sign '0 TOTAL VALUATION $ i 2.~1 0 ~
BRIEF DESCRIPTION OF TIlE PROJEcr: ~Ul / Nt) LbW VOL-TA-(; -=-_
1)/) fJ& 6 '( 6~~ _ I
COMMERClAUREslDENTIAL: Occupancy Group:
No. of Stories: _ Lot Size: % Lot Coverage:
Existing Lot Coverage: _ _/sq. ft. + Proposed Lot Coverage:
Occupant Load:
Construction Type:
~
Isq. ft. 0:: TOTAL LOT COVERAGE:
PLANNING USE ONLY:
Permits Required:
Max. Height: Setbacks:
Site Plan and Use Approved by:
ESNWetJand(s): 0 Yes 0 No SEPA Checklist required? 0 Yes a No
APPROVALS:
Notes:
ZOning:
Date:
Other:
Isq.tl
PLAN
BLDG
DPW
FIRE
OTHER
PREAPPUCA nON SUBlWlT AL: Your applictzDon and site plan must b6ji/Jed out comp~ to be accepted for review. The Building
Division can provide you with more detailed information on the application and plan submittal requirements.
B UlLDlNG PERMIT APPUCA nON SUI:JMITTAL: Your completed application, site plan (for additions) and building construction
plans are to be submitted to the Building Division. Any addition larger thaa SOO .q. ft. will need a PreappUcation Review.
VALVA nON OF CONSTRUCTION: In all cases, a valuation amoWlt must be entered by the applicant This figure will be reviewed IDd
may be revised by the Building Div. to comply with current fee schedules. Contact the Pennit Coordinator al417-481 5 for assistance.
~~ CHECK FEE: Your plan chcck fee is due at the time the building pennit application and construction plans arc submitted. AU oCher
>emut fees are due at the time of permit issuance.
rolRA nON OF PLAN REVIEW: If no pcnnit is issued within 180 days of the date of application. this application wiU expire by
mitatioos. The Building Official can extend the time for action by the applicant up to 180 days, on written request by the applicant (see Sectioa
04(d) of the Uniform Building Code, current edition). No application can be extended more than once.
hereby certify /ha/ I have read and examined this applica/ion and know /he same /0 b4 /nlt and COInC/, and I am au/horized ta apply fo,
liS pumi/. I unders/and if is not the City's legal respolI.Slbility to detem,i e what penn lis re required: if remains the applican/'s
~sponsibility to de/trmme what permiu are required and to obtom such.
r.C:\DA T A\WP\KEEPERS\BWAPP.FRM
Applicant:
Date: //h/~
Pw!IIOt'03(rwv.2IHJ
.,0
~ ~ORTANGELES
~ WAS H I N G TON, U. S. A.
~ DEPARTMENT OF COMMUNITY DEVELOPMENT
August 7, 2002
TO:
Trenia Funston, Public Works and Utilities
L.-1:e1'ii1Iaehnlen, Building Division DCD
Ken Dubuc, Fire Department
FROM:
Sue Roberds, Assistant Planner
SUBJ:
VARIANCE - V AR 02-06
PENINSULA COLLEGE - 1502 E. Blvd
Attached is an application to allow an increase in height in the PBP zone from 35' to 51' to allow an
architectural element (clock tower) to be constructed. Please review the application and return your
comments no later than August 15.2002.
--n1L-- J{)/~D/~u {)'V /k;s,1/~ (!tJMt4'&7tIr
Thank you. I HL. P 7 ~jI
Attachments ~
~\
"-
~~
~
~
N
~
i
'"
~
~
--
,
IJR~ ()2 -() G
-=
ApPUCATION FEE
Total: $225
FOR OFFICE USE ONLY
Date Rec'd:
File Number:
Received by:
**IMPORTANT * PLEASEREAD **
Only completed applications will be accepted. To be considered complete, an application must include all of the followUg
information:
o A completed application signed by the applicant and the property owner (if different than the applicant).
o A vicinity map showing the site in relation to surrounding uses and cross streets.
o A site plan drawn to a logical scale (1 "=20' is good) with complete dimensions showingall property lines, existing
and proposed structures, setbacks, and any significant vegetation. The site plan must be on 8 !12' x 11" paper and
prepared with a permanent marking instrument such as a black ballpoirt or flair pen. (pencil or colored pen will
not dol J
o A building elevation identifying the proposed construction by cross hatching.
jgJ Mailing labels (legibly typed or printed) containing the names and addresses of property owners within 300' of
the proposed site. . t 0 the
o Supporting narrative information that you feel is needed.
o $225 Application fee.
lt is important to be accurate and complete with the information regarding all aspects of your project. The Boazd
of Adjustment's decision will be based on the information coItamed in this application, and, if approved, will be limited
to the proposal as presented and potentially conditioned. Changes to the application or erroneous information may
result in the delay of your project review.
Don't hesitate to ask if you have any questions regardmg the permit process, time periods, or restrictions of
certain applications. Planning Department personnel may be reached at 417-4750 between the hours of 8 a.m.
and 5 p.m. Monday through Friday.
APPLICANT INFORMATION:
~UAJ2--r J. 13o~NF[..'1" ,A\A
Applicant: 'JL-'1' rvlPlc.. O~ \Alaf4L? Address:
Daytime phone #: ---=t l"( - 1- {i -,
t:::f5 H~A~ PARK ~D
~f2:"" At-Jb~'S, \^'A qco3(O'2..
*Representative if other than applicant:
Daytime phone #
Address:
Address: rpoz. ~. L...Ai.)!2lDG~ 101-\/0,
\N'A:6H (Nb-rolLl / PfUJIN6ULA CO~E
t
JOAN ~H( rz:.f<..
Daytime phone #: 4 \ '1- CO'2.C) Z
Property owner (if other than applicant): 6-rA-r~ o~
~. '
SITE INFORMATION:
Street address: 156'2. tz..A0-r 1--AUfZ-\D6~ 0LV'{7 1 'POJ2--r A1Jb~s /78'3<;:
Legal description: ~Vr\ ~1J6 :PAJZL'-Q.0 (?fZ-E- ~l-rc- PL-AM ')
Zoning designation: F''B"f'' Property dimensions: ( 0~ "" r-f1S A ~T-l~
Property are~ (total square feet): '3 I '327 ) 4'1 q -5 F (7~,4- Ac... ')
Physical characteristics and current improvements (i.e., flat, sloped, developed, vacant, etc.
&i IZ.-N-r L y' .oS Lo PI N~
I ,.../1 P '(2...0\) ~
COLL-~E- C-AMPu?
VARIANCE INFORMATION:
What standard are you requesting a variance from? State the variance you are requesting:
- Lot Coverage Setback tate front, side, rear) K Height C I -i> I ) '"
AfU.\-4 \-r-fU---nJ f2A 1- rfEA,v I2JL +
Other (explain) Co M vtu 0 C')'\.A..J
State the unusual property characteristics (i.e., slope, bluff, ravine, dense vegetation, other) that exist OJ
your property that prevent you from observing the standard development regulations: \r-J~ 'P1Zc::>1:::>~
A",\ A-r..-fV ---l-+frO ~ ---rOW ~ -If") ---rl-\-L l'J fZ:v..J ~/l.) OfL.}..J"'-
on for a variance (attach additional pages if necessary): eSfZ-.F2-VICfL.":7 'Bu I L-OJ t-.JL.., _ -n+1-s
11'-1\ PrzcN E-tYlfZAJ-c hH- AL L- 10 ~ v' I 6>Alb uL.. -rH-t<oC>6N-OU/ CA M P\YS>
\U i-r,-{OU-r \ VV1 PAt:--r, Mb SUt:24Z0u100J N &t Pf2.0P~ll rz:-.::;. ~ 'F'L:.
CU ~ L Y H A? ~O 1C:>fr-.U~ ~Y<?'-fz:-VV\ of2.. O-rHiz.:1Z SIGNATIIRE~
I certify that all of the above statements are true and complete to the best of my knowledge and acknowledge
that wilful misrepresentation of information will terminate this permit application. I have read this application in
its entirety and understand that my submittal will be reviewed for completeness and, if found to be complete, will
be scheduled for the next vail ble Board of Adjustment meeting.
Signature
Date
og/ozb
I "
Owner (if other than applicant): I am e owner of the subject property identified herein and approve of this
application.
C \MyFiles\FORMS
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CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number
Property Address
ASSESSOR PARCEL NUMBER:
Application description
Property Zoning . . .
Application valuation
03-00000448 Date 5/06/03
1502 E LAURIDSEN BLVD BLDG
0630142100000000
COMM NEW CONST
180000
Owner
Contractor
STATE OF WASHINGTON
GEN ADMIN
OLYMPIA
SIEMENS BLDG TECHNOLOGIES
13020 NE 20TH ST
BELLVUE
(425) 455-3700
Structure Information FIRE ALARM SYSTEM
Construction Type . . . . . TYPE V NON-RATED
Other struct info . . . . . NUMBER OF UNITS
WA 985041000
WA 98005
1.00
Permit
Additional desc
Permit Fee
Issue Date
Expiration Date
FIRE ALARM SYSTEM
100.00 Plan Check Fee
5/06/03 Valuation
11/02/03
50.00
o
Qty Unit Charge Per
1.00 100.0000 ECH FIRE INSPECTION & TESTING
Extension
100.00
-
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 100.00 100.00 .00 .00
Plan Check Total 50.00 50.00 .00 .00
Grand Total 150.00 150.00 .00 .00
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Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume 0 ive authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
co tru ion.
~-Co-D "?
Date
Signature of Owner (if owner is builder)
Date
T \PLANNING\FORMS\II02 15 [4/2002]
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,
INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES I NO
FOUNDATION:
FOOTINGS
WALLS
FOUNDATION DRAINAGE
ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT #
ROUGH-IN
PLUMBING
UNDER FLOOR / SLAB
ROUGH-IN
WATER LINE
GAS LINE
BACK FLOW / WATER
AIR SEAL
WALLS
CEILING I
FRAMING
JOISTS / GIRDERS
SHEAR WALL
WALLS / ROOF / CEILING
DRYWALL
T-BAR
INSULATION
SLAB
WALL / FLOOR / CEILING I I
MECHANICAL
HEAT PUMP
WOOD STOVE / PELLET / CHIMNEY
HOOD / DUCTS
PW UTILITIES / SITE WORK (Engmeenng DIVIsion) SEPARATE PERMIT #'s
WATERLINE / METER
SEWER CONNECTION
SANITARY
STORM
PLANNING DEPT SEPARATE PERMIT #'s SEPA.
PARKINGILIGHTING ESA-
LANDSCAPING SHORELINE
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRJCAL - LIGHT DEPT. 417-4735 ELECTRJCAL
LIGHT DEPT
CONSTRUCTION R. W / PW / CONSTRUCTION - R W.
ENGINEERING 417-4807 PW / ENGINEERING
FIRE 417-4653 1\ FIRE DEPT
PLANNING DEPT 417-4750 t -,x. pI r~ ~ / PLANNING DEPT
BUILDING 417-4815 11-15'...04 J~\J BUILDING
T \PLANNING\FORMS\1102.15 [4/2002]
BUILDING PERMIT - APPUCA TION
FOR OFFICIAL USE ONLY
Date Rec 5-6-0-:>
PermIt # J-/4 P3
Date Approved
Date Issued:
Fill out COMPLETELY and in INK. Your application and site plan MUST BE
COMPLETE to be accepted for review. Uyou have any questions, call
(360) 417-4815
Applicant or Agent: <;1 eM aJS ~L\) 15 I-e- c.- ~ V\ 0 Ioj Ie <;
Owner: ?e.l\lIt.J<;oLA ~"vH.II": ~j ~j)U e-j P_
Address: 1'5'6~ ~t+~1 L..t+-IJR D\<;liN &/11)
Architect/Engmeer: A) )t} ,
I
Contractor <)1e-M~(\fS State License #:~IIfMtJ-f6ro/lPT Exp:~- Dt
Address: 1~13>~o (Ut::( ~ \l\ gT. CIty: 15e/lP,/ue. blJ!J-,
/
PROJECT ADDRESS: 1502- cc>rsr lAul2.0tSc~ ~(.,V-D
Phone: ~b~ ,.t..)s5J 3'7CJ6
Phone: '3 &6 -15;1.. - 'l.;L 77
City:Jmj- A. AI (.-,e.\Q.<, , wA--, ZIp: qg -3 Ce :l.
..
Phone:
Phone: L'd.5"~i..I5'5' .,10(\
Zip: 9t105
ZONING:
LEGAL DESCRIPTION: Lot:
CLALLAM COUNTY PARCEL NUMBER:
Block:
SubdiVIsion:
Credit Card Holder Name: L,.u...-. Mt-V'eJ t-\-t......
Billing Address: I ~ '"2, 3'=' s e- /'t <;' 11-. <,1..
Credit CardType VISA ~ MC #
/~?
SIZEN ALUATION:
SF.@$ /SF. =$
SF.@$ /SF.=$
SF.@$ /SF.=$
TOTAL VALUATION $
'f' \ I1e A- LA- >2.../Y\ '3 ~ d--e oI'L,
Exp. Date: ()
IBOCJC:O-
COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load:
No. of Stories: Lot Size: Existtng Sq. Ft. & Proposed Sq. Ft.
Existing lot coverage _ % & Proposed lot coverage _% = Total lot coverage
Construction Type:
= TOTAL Sq.Ft.
%
APPROVALS:
PLAN:
BLDG:
DPWU:
FIRE:
OTHER:_
PLANNING USE ONLY:
ESA/Wetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other:
BUILDING PERMIT APPLICATION SUBMITTAL: The Buildmg Division can provide you with informatIOn on the apphcatIOn and
plan
by the apphcant. This figure will be reviewed
and may be revised by the Building DIvision to comply WIth current fee schedules. Contact the P rdinator at 417 -4815 for assistance.
PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the budding pernut application and construction plans are
submitted. All other permit fees are due at the tune of permit Issuance.
EXPIRATION OF PLAN REVIEW: Ifno pernut is issued within 180 days of the date of application, the application will expire. The
Building OffiCIal can extend the time for actton by the applicant up to 180 days upon written request by the applicant (see Section 107.4 of
the Uniform Buildmg Code, current edition). No application can be extended more than once.
I hereby certify that I have read and examined this application and know the me to be true and correct. I am authorized to apply for this permIt and
understand that ft is my responsibility to detennine what pennits are re ired ,no City's, nd that I must obtam such pennits pflor to work.
T \FORMS\APPS\BUlldmgpermit wpd
Applicant:
- Date:S""- ~-() ].
SIEMENS
Transmittal
To: CITY OF PORT ANGELES BUILDING
DEPT.
321 EAST 5TH STREEt
PORT ANGELES, WA. 98362
ATTN: KEN DUBUC
Date:
Our Job No.
4/9/03
630-H-2220
Job Name
PCC BUILDING D FIRE ALARM
Your Order No.
WE ARE SENDING YOU
[8] HEREWITH
D UNDER SEPARATE COVER THE FOLLOWING ITEMS
[8] SUBMITTALS FOR REVIEW/APPROVAL
D APPROVED SUBMITTALS
D SUBMITTALS FOR YOUR USE
D MARKED PLANS & SPECIFICATIONS
D CERTIFIED PAYROLL
D ENGINEERING COMMENTS
D ORIGINAL DRAWINGS
D SHOP DRAWINGS
D CHANGE ORDER(S)
D
THESE ARE SUBMITTED
[8] FOR APPROVAL
D FOR CORRECTION
D FOR COMMENTS
D FOR YOUR USE
D PLEASE RETURN _1_ APPROVED COPY(S)
FOR OUR USE
DESCRIPTION
2 COPIES OF FIRE ALARM SYSTEM PLANS 2 COPIES OF CALCULATIONS AND PRODUCT DATA
IN ORDER TO PREPARE THE SUBM!TTAl WE NEED THE FOllOWING INFORMATION AS CHECKED BELOW
D ARCHITECTURAL PLANS D ELECTRICAL HEATING COIL WIRING
D MECHANICAL PLANS D CHILLER WIRING
D ELECTRICAL PLANS D TERMINAL UNIT CUT SHEETS
D MECHANICAL SPECIFICATIONS D HUMIDIFIER CUT SHEETS
D ELECTRICAL SPECIFICATIONS D DX COIL WIRING
D BOILER WIRING D _ COMPLETE SET(S) OF PLANS & SPECS
D D
PLEASE BE ADVISED THAT WE MUST HAVE THIS INFORMATION BEFORE WORK CAN BEGIN ON YOUR SUBMITTAL
REMARKS
PLEASE ADDRESS YOUR REMARKS TO
Siemens Building Technologies, Inc.
13020 N.E. 20TH STREET
BELLEVUE, WA. 98005
ATTENTION:
LEE MEREDITH
TELEPHONE NO.
425-455-3700 - OFFICE 425-985-2972 - CELL
Rev. 6/24/02
PORT ANGELES FIRE DEPARTMENT
Fire Alarm System Plan Review
Project Name: Peninsula College Student Address: 1502 E Laundsen
Services
Installer: Siemens Telephone: 425-455-3700
Type of System Extended R-3 D R-l D Com IX!
Date. April 15, 2003 Permit #03-02
We have checked this plan and find that it conforms to the requirements of our ordinance.
1. The plans do not indicate devices for monitoring of sprinkler system tamper or flow alarms.
AddItionally:
1. All systems shall be installed as prescribed in NFP A 72.
2. Fire alarm wIring to be done in accordance with PAMC and Washington Administrative
Code.
3. A final field acceptance test will be conducted before final approval is given. All devices will
be checked. A full test of notification devices will be conducted with panel on battery power.
D Contractor Reviewed By ~Q~.O-O
1m Building Department
D Light Department
D Fire Copy Date "\.,S.(l)~
FP - 6 Page 1 of I
PORT ANGELES FIRE DEPARTMENT
Fire Alarm System Plan Review
Project Name: Peninsula College Student Address: 1502 E Lauridsen
Services
Installer: Siemens Telephone: 425-455-3700
Type of System Extended R-3 D R-l D Com !XI
Date: April 15, 2003 Permit #03-02
We have checked this plan and find that it conforms to the requirements of our ordinance.
I. The plans do not indicate devices for monitoring of sprinkler system tamper or flow alarms.
AddItionally:
1. All systems shall be installed as prescribed in NFP A 72.
2. Fire alarm wiring to be done in accordance with PAMC and Washington Administrative
Code.
3. A final field acceptance test will be conducted before final approval is given. All devices will
be checked. A full test of notification devices will be conducted with panel on battery power.
D Contractor Reviewed By ~~
D Building Department
m Light Department
0 Fire Copy Date "'\.\5.<2L~
FP - 6 Page 1 of 1
~\,ORT~
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CITY OF PORT ANGELES
DEPARTMENT OF COMMUNlTY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, W A 98362
Application Number
Property Address
ASSESSOR PARCEL NUMBER:
Application description
Property Zoning . . .
Application valuation
03-00000355 Date 4/07/03
1502 E LAURIDSEN BLVD
0630141200000000
ELECTRICAL ONLY
o
Owner
Contractor
STATE OF WASHINGTON
GEN ADMIN
OLYMPIA WA 985041000
ELECTRIC SERVICE
82 DRAPER RD
PORT ANGELES
(360) 452-6424
WA 98362
-----------------------------------------------------------------~----------
Permit
Additional desc
Permit Fee
Issue Date
Expiration Date
ELECTRICAL ALTER COMMERCIAL
75.00
4/07/03
10/04/03
Plan Check Fee
Valuation
.00
o
Qty
1.00
3.00
Unit Charge Per
59.4000 ECH EL-COMM ALT <5 CIRCUITS
5.2000 ECH EL-COMM ALT-ADDTNL CIRCUITS
Extension
59.40
15.60
Fee sununary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 75.00 75.00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 75.00 75.00 .00 .00
I
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Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void If work or construction authorized is not commenced within 180 days, If construction orwork is suspended or abandoned
for a period of 180 days after the work as commenced, or If required inspections have not been requested within 180 days from the last
inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances governing thiS type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provIsions of any state or local law regulating construction or the performance of
construction.
Signature of Contractor or Authorized Agent
Date
Signature of Owner (if owner is builder)
Date
T IPLANNINGlFORMSllI02.15 [4/2002]
.
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE IT IS UNLAWFUL TO COVER,
INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES I NO
FOUNDATION:
FOOTINGS
WALLS
FOUNDA TION DRAINAGE
ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT- #
ROUGH-IN I
PLUMBING
UNDER FLOOR / SLAB
ROUGH-IN
WATER LINE
GAS LINE
BACK FLOW / WATER
AIR SEAL
WALLS
CEILING I I I
FRAMING
JOISTS / GIRDERS
SHEAR WALL
WALLS / ROOF / CEILING
DRYWALL
T-BAR
INSULATION
SLAB
WALL / FLOOR / CEILING I
MECHANICAL
HEAT PUMP
WOOD STOVE / PELLET / CHIMNEY
HOOD / DUCTS
PW UnLIn ES I SITE WORK (Engmeenng DIVISIOn) SEPARATE PERMIT #'5
WATERLINE / METER
SEWER CONNECTION
SANITARY
STORM
PLANNING DEPT SEPARA TE PERMIT #'5 SEPA
PARKING/LIGHTING ESA-
LANDSCAPING SHORELINE
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL ifh~3 *0
LIGHT DEPT
CONSTRUCTION R W / PW/ CONSTRUCTION - R W / I
ENGINEERING I 417-4807 PW / ENGINEERING
FIRE 417-4653 FIRE DEPT
PLANNING DEPT 417-4750 PLANNING DEPT
BUILDING 417-4815 BUILDING
T \PLANNING\FORMS\l102 15 [4/2002]
r1 ,"aRT ~
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CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number
Property Address
ASSESSOR PARCEL NUMBER:
Tenant nbr, name
Application description
Subdivision Name
Property Zoning . . .
Application valuation
03-00000032 Date 7/31/03
1502 E LAURIDSEN BLVD BLDG
06-30-14-2-1-0000-0000-
PENINSULA COLLEGE
COMM NEW CONST
2349000
Owner,
Contractor
-----:1-----------------
STATE OF WASHINGTON
GEN ADMIN
OLYMPIA
WA 985041000
VISION BUILDERS INC.
3705 CRITCHFIELD RD.
PORT ANGELES
(360) 452-1186
NEW STUDENT SERVICES BLDG/REROOF BLDG J
TYPE V NON-RATED
ASSEMBLY <300 W/O STAGE
NUMBER OF UNITS
WA 98363
, ,
Structure Information
Construction Type
Occupancy Type . . . . .
Other struct info . . . .
Permit
Additional desc
Sub Contractor
Permit Fee
Issue Date
Expiration Date
ELECTRICAL NEW COMMERICAL
FIRE ALARM SYSTEM
PACIFIC ELECTRIC CO.
40.90 Plan Check Fee
7/31/03 Valuation
1/28/04
.00
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1. 00
Qty Unit Charge Per
1.00 40.9000 EL-LOW VOLT SYS <=2500 SQFT
Extension
40.90
Other Fees
STATE SURCHARGE
4.50
Fee swnmary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 40.90 40.90 .00 .00
Plan Check Total' .00 .00 .00 .00
Other Fee Total 4.50 4.50 .00 .00'
Grand Total 45.40 45.40 .00 .00
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Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances governing this type of work will be complied with whether specified herein or not The granting of a permit does not
presume to give authority to Violate or cancel the proVisions of any state or local law regulating construction or the performance of
construction.
Signature of Contractor or Authorized Agent
Date
Signature of Owner (If owner is bUilder)
Date
T \PLANNlNG\FORMS\1102 15 [4/2002]
"
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,
INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
I YES NO
FOUNDATION: 11\1". ,
FOOTINGS
WALLS
FOUNDATION DRAINAGE
ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT- #
ROUGH-IN
PLUMBING
UNDER FLOOR / SLAB
ROUGH-IN,
WATER LINE
GAS LINE
BACK FLOW / WATER
AIR SEAL
"
WALLS
CEILING
I
FRAMING
JOISTS / GIRDERS
SHEAR WALL
WALLS / ROOF / CEILING
DRYWALL
T-BAR
INSULATION
SLAB
WALL / FLOOR / CEILING
MECHANICAL
HEAT PUMP
WOOD STOVE / PELLET / CHIMNEY
HOOD / DUCTS
PW UTILITIES / SITE WORK (Engmeenng DIVIsIOn) SEPARATE PERMIT #'s
WATERLINE / METER
SEWER CONNECTION
SANITARY
STORM
PLANNING DEPT SEPARATE PERMIT #'s SEPA.
PARKING/LIGHTING ESA-
LANDSCAPING SHORELINE
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRJCAL - LIGHT DEPT 417-4735 ELECTRJCAL ;9)/ ;;~1 ~L)
LIGHT DEPT
CONSTRUCTION R W / PW/ CONSTRUCTION - R W ,
ENGINEERING 417-4807 PW / ENGINEERING
FIRE 417-4653 FIRE DEPT
PLANNING DEPT 417-4750 PLANNING DEPT
BUILDING 417-4815 BUILDING
T \PLANNING\FORMS\1102 15 [4/20021
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CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number
Property Address
ASSESSOR PARCEL NUMBER:
Tenant nbr, name
Application description
Subdivision Name
Property Zoning . . .
Application valuation
03-00000564 Date 6/10/03
1502 E LAURIDSEN BLVD BLDG
06-30-14-2-1-0000-0000-
STUDENT SERVICES BLDG D
COMM NEW CONST
17500
Owner
Contractor
STATE OF WASHINGTON
GEN ADMIN
OLYMPIA
SIEMENS BLDG TECHNOLOGIES
13020 NE 20TH ST
BELLVUE
(425) 455-3700
FIRE ALARM SYSTEM FOR NEW STUDENT SERVIC-----
TYPE V NON-RATED
ASSEMBLY <300 W/O STAGE
NUMBER OF UNITS
WA 985041000
WA 98005
Structure Information
Construction Type
Occupancy Type . . . . .
Other struct info . . . .
1. 00
Permit
Additional desc
Permit Fee
Issue Date
Expiration Date
FIRE ALARM SYSTEM
100.00 Plan Check Fee
6/10/03 Valuation
12/07/03
50.00
o
Qty Unit Charge Per
1.00 100.0000 ECH FIRE INSPECTION & TESTING
Extension
100.00
Fee sununary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 100.00 100.00 .00 .00
Plan Check Total 50.00 50.00 .00 .00
Grand Total 150.00 150.00 .00 .00
----
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Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void If work or construction authorized is not commenced within 180 days, If construction or work is suspended or abandoned
for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not
presu 0 give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
nst ctl n
\
~
Signature of Contractor or Authorized Agent
Date
Signature of Owner (If owner IS builder)
T \PLANNING\FORMS\J 102 15 [4/2002]
Date
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,
INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO
FOUNDATION:
FOOTINGS
WALLS
FOUNDATION DRAINAGE
ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT #
ROUGH-IN
PLUMBING
UNDER FLOOR / SLAB
ROUGH-IN
WATER LINE
GAS LINE
BACK FLOW / WATER
AIR SEAL
WALLS
CEILING I
FRAMING
JOISTS / GIRDERS
SHEAR WALL
WALLS / ROOF / CEILING
DRYW ALL
T-BAR
INSULATION
SLAB
WALL / FLOOR / CEILING
MECHANICAL
HEAT PUMP
WOOD STOVE / PELLET / CHIMNEY
HOOD / DUCTS
PW UTILITIES / SITE WORK (Engmeenng DIVISIOn) SEPARATE PERMIT #'s
WATERLINE / METER
SEWER CONNECTION
SANITARY
STORM
PLANNING DEPT. SEPARATE PERMIT #'s SEPA
PARKING/LIGHTING ESA
LANDSCAPING SHORELINE
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRJCAL - LIGHT DEPT 417-4735 ELECTRJCAL
LIGHT DEPT
CONSTRUCTION R W / PW/ CONSTRUCTION - R W
ENGINEERJNG 417-4807 PW / ENGINEERJNG
FIRE 417-4653 ^ FIRE DEPT
PLANNING DEPT 417-4750 E"~p;/e&- PLANNING DEPT
BUILDING 417-4815 I"'; - J f,-Dlf l2:\J BUILDING
T \PLANNING\FORMS\1102 15 [4/20021