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Home My WebLink About823 W 16th St - Building ~ f'ORT "'-\t, ~4.0~~~ ~Ra~ "- -=->J ~ "ti~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 04-00000226 Date .455508 823 W 16TH ST 06-30-00-0-4-2880-0000- DEMOLITION 4/06/04 RS7 RESDNTL SINGLE FAMILY o Owner Contractor PATRICIA PARENTE/T W MARZULLO 823 W 16TH ST PORT ANGELES WA 983637417 OWNER Structure Information Construction Type . . . . Occupancy Type . . . . . DEMO 18'X20' GARAGE TYPE V NON-RATED GARAGES, CARPORTS, SHEDS Permit Additional desc Permit Fee Issue Date Expiration Date DEMOLITION DEMO 18'X20' 47.00 4/06/04 10/03/04 GARAGE, Plan Check Fee Valuation .00 o BASE FEE Extension 47.00 ~ Cf=> UJ Qty Unit Charge Per Special Notes and Comments DEMO GARAGE MOVED TO LOCATION OUT SIDE CITY LIMITS, NO DEBRIS GOING TO LANDFILL Other Fees STATE SURCHARGE 4.50 ~ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 47.00 47.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 51. 50 51.50 .00 .00 /ir I]qftoJ ~ -C( ~y ............ ()--... :;t. ~ 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 whet cified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any sta r loca regulati struction or the performance of construction. Signature of Contractor or Authorized Agent Date 't-lo-~ Date T:\PLANNING\FORMS\1102.15 [11/14/2003] e,- 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, 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 DRAINAGEfDOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I FRAMING JOISTS / GIRDERS SHEAR W ALUHOLD DOWNS WALLS / ROOF / CEILING DR YW ALL (INTERIOR BRACED PANEL ONL Y) T-BAR INSULATION SLAB WALL / FLOOR / CEILING MECHANICAL HEAT PUMP GAS LINE WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engineering 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 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 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 {o- 4 -OY '_Tu BUILDING ... T:\PLANNING\FORMS\1102.15 [J 1/14/2003] .,t?O"r ~ ~ g, CITY OF PORT ANGELE~ DEPARTMENT OF COMMUNITY DEVELOPMENT - BUTI..DING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number Pin number .... Prope~y Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Prope~y Use . . . . Property Zoning . .. Application valuation 4/06/04 04-00000205 Date .776955 823 W 16TH ST 06-30-00~0-4-2880-0000- RES DETACHED GARAGE RS7 RESDNTL SINGLE FAMILY 15985 OWner Contractor PATRICIA PARENTE/T W MARZULLO 823 W 16THST PORT ANGELES ------ Structure Information Construction Type OCcupancy. Type .... Other struct info... . . EVERGREEN FRAMERS 690 PRIEST RD SEQ SEQUIM (360)683-6658 660 SF DETACHED GARAGE TYPE V NON-RATED GARAGES, .. CARPORTS, SHEDS TOTAL \' . LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE. PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 1.00 1722.00 7000.00 660.00 14000.00 1.00 WA 983637417 WA 98382 17.00 V-N -----~----~-----~------~--'---~--------------~--~---~--~---~-~~~---------~--~ Permit . . . . Additional desc Permit Fee Issue Date Expiration Date . BUILDING PERMIT -RESIDENTIAL 660 SF DETACHED GARAGE . .288.75 Plan CheCK Fee . "4/06/04 Valuation 10/03/04 115.50 15985 Qty Uni t Chatge Per Extension 92.75 196.00 BASE FEE 14.00 14.0000 THOU BL-2001-25K (14 PER K) ___ __... __... __._......... __ __... _____._...... _'-W.._.___ ._------ __...... _ _"',:,":_.__'" .__.__ __.,.,..___ __ ...-_ __ ____ Special Notes and Comments Electrical load calculations and elctrical permits are required. REQUIRED CLEARANCES FROM THE NEW GARAGE FOR THE EXISTING SERVICE WIRE MUST BE ESTABLISHED. CONTACT ENGINEERING AT 417-111' THERE IS A CLEARANCE CONFLICT. ---------.-------------------------------------------...~--------~----------~- Other Fees STATE SURCHARGE 4.50 Fee summary. Charged paid Credited Due ----------------- -----_..:._-- ---------- -------..-- -..----.....-- Permit Fee Total 21'1e.75 288.75 .00 .00 Plan Check Total 115.50 115.50 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Graild Total 408.75 408.75 .00 .00 oe c:p (;J fc - ~ ~ ;l ~ Separate Permits are required for electrical work. SEPA, Shoreline, ESA~cutilitie~, private and public improvements. This.pe~lt ~omes 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 ifrequired 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 e and correct. All provisions of laws and ordinances governing this type of work will be complied with whe spe' d herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any sta regul . ction or the performance of construction. Signature of Contractor or Authorized Agent Date 1':\PI.,ANNINo\fORMS\1102.IS (1111412003) _c..-oe-! Date .'<~o/ ~ , I BUILDING PERMIT INSPECTION RECORD I I CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPEctIONS. I I PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNL:AWFUL TO COVER, INSULATE OR~ONCEAL ANY WORK BEFORE INSPECTED AND.ACCEPTED. POST PERMIT IN A CONSP,ICUOUSLOCATION. ' KEEP PERMIT CARD AND APPROVED PLANS ATJOB SITE. ! INSPECTION TYPE DATE I ACCEPTED COMMENTS " I I YES NO , FOUNDATION: Iwfl..h ,eI_.h 1-1g..()J/ J.t. FOOTINGS WALLS I I FOUNDATION DRAINAGEIDOWN SPOUTS I . i ELECTRICAL (LIGHT DEPl) SEPARATE PERMIT: # I ROUGH-IN I I I . ". . . PLUMBING UNDER FLOOR / SLAB ROUGH-IN . WATER LINE (METER TO BLDG) GAS LINE ,. BACK FLOW /WATER c AIR SEAL WALLS CEILING I I I I" FRAMING JOISTS / GIRDERS SHEAR WALUHOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONL Y)'. T-BAR INSULATION .' SLAB I WALL / FLOOR/ CEILING I I I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE I PELLET I CHIMNEY HOOD / DUCTS . PW UTILmES I SITE WORK (Engineering Division) SEPARATE PERMIT #'5: WATERLINE I METER SEWER CONNECTION SANITARY STORM PLANNING DEPT, SEPARATE PERMIT #'5 SEPA: . PARKlNGlLIGHl'ING ESA: LANDSCAPING '" S~ORELINE:' FINAL. INSPECTIONS REQUIRED PRIOR TO.OCCUPANqIUSE,. i .,( .... "',. . I - ,"",:'"",!" ,...*, RESIDENTIAL DATE YES NO ;C:OMMERCIAL DATE ';A~q~mD , YES;," .NO". ,ELECTRICAL - 'LlGHT DEPT. 417-4735 ELECTRICAL I "'., Ie " LIGHT DEPT i . CONSTRUCTION R. W./ PW/ CONSTRUCTION -R. W. ENGINEERING '". .117-4807 , ,- PW / ENGINEERING I "-'- I <... , . '<, -FIRE DEPT. FIRE 417-4653 PLANNING DEPT." ~ PLANNING DEPT. 417-4750 , , BUILDING 417-4815 I";'-JJ-~ -:I,l.. BIDLoING ..; I." " I. c.; T:\PLANNING\FORMS\II02.15 [11/1412003] PREPARED 4/12/04. 12:38:50 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 6 4/12/04 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 823 W 16TH ST EVERGREEN FRAMERS PATRICIA PARENTE/T W MARZULLO 06-30-00-0-4-2880-0000- 04-00000205 RES DETACHED GARAGE SUBDIV: PHONE PHONE : (360) 683-6658 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS B",:_;;:-~~::::~;~::::~:;:::::::::i~:::~ii~::~,:;;:~::;::-;;:_,;":::_ /! PREPARED 6/04/04, 12:20:29 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 5 6/04/04 } ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 823 W 16TH ST EVERGREEN FRAMERS PATRICIA PARENTE/T W MARZULLO 06-30-00-0-4-2880-0000- 04-00000205 RES DETACHED GARAGE SUBDIV: PHONE PHONE : (360) 683-6658 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 4/12/04 JLL BUILDING FOUNDATION MONO SLAB TIME: 17:00 4/13/04 AP Al needs a Mono Pour Steel inspection this P.M. Ph# 670-9451 BL99 01 ~t04 04 ~LL BUILDING FINAL TIME: 17:00 JEFF 683-6658 ------------------ ,------ ------------ COMMENTS AND NOTES -------------------------------------- r----~ BUILDING PERMIT - APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST B COMPLETE to be accepted for review. If you have any questions, call (360) 417-4815 l-L rc; L- () l IVI c; . ApplicantorAgent:~6nT~l'I' FR-e...D 'J..l..-rtJ,g~l1Jic#) Phone: 92!5-C;h~ 7 Owner: rfi?4? ~/P-k?z.v /( /) Phone: ~5?--:S .:s/i/ AddressE;Z ~ a;, /6:C-H- City: 4, R1kq e ~S Zip: ? It; --3 t::, 3' Architect/Engineer: 451< ~.@-A/911'v1l:!.~ f2 )N q. , T:- tl'rt . Phon(S-'b ?) d b g...;).0 S-S;-D t:V$~& F * . /. Contracto~lf"f~c-\I\ F;i'{ vn~\r~ State License #: /~,?, K ~ Exp: X?#);'/Z,~11hone68 3-.<6 ("eo Address: cb"m~#/P.sr ?d City:YY'P/~ /4/A-~ Zip: q:'{B.:s~? PROJECT ADDRESS: r? J. ~ /vr /~.:r:" ffi,k7 r ~~~s ZONING: JZ.:S - 7 LEGAL DESCRIPTION: Lot: /' -#- / h Block: ~ 2t!3 Subdivision: (" P A- CLALLAMCOUNTYPARCELNUMBER: 0 b .::s 0(:)00 42BRD O'D2)O SIZEN ALUATION: SF. @ $ /SF. = $ SF. @$ /SF. =$ SF. @ $ /SF. = $ _ TOTAL VALUATION . / $ ~ /8.R "20 ~.h"'o~~ ~ €- t COMMERCIALIRESIDENTIAL: Occupancy Group: Occupant Load: No. of Stories: _ Lot Size: Existing Sq. Ft. & Proposed Sq. Ft. Existing lot coverage ~ % & Proposed lot coverage _% == Total lot coverage Credit Card Holder Name: Billing Address: Credit CardType VISA TYPE OF WORK: o Residential 0 New Constr. 0 Re-roof 0 Stove o Multi-family 0 Addition 0 Move 0 Garage o Commercial 0 Remodel 0 Demolition 0 Deck o Repair 0 Sign 0 Other BRIEF DESCRIPTION OF THE PROJECT: dR./frL? ~ ~ ,e.rnov-ed. -\-c ~Y\ci-'lc~; '~Q.+~\A City: MC # Exp. Date: Construction Type: 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 information on the application and plan submittal 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 ad:he 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 Building 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 Uniform Building 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 same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that I must obtain such permits prior to work. T,IFORMSIAPPSlMdi"_t.wpd AP~~ Date, (/<-3;~ 0/ ~~ . / BUILDING PERMIT - APPLICATION Date Issued: Fill out COMPLETELY and in INK. Your application and site plan MUST B COMPLETE to be accepted for review. If you have any questions, call (360) 417-4815 aLvm/>Jc.- ,4// ~T7EF.::.'- /$.Lb~S;C!..<h Applicant or Agent: ~~:nvr~H!7{ .JCR.E.l) ,44BEN/C./'t7 Phone: 9.A-8 -9b~7 Owner:~A1 .A1ARzullo Phone: "757- 33// Address: 8~3 tv', /d7 Z2!t City: f?t>,R.'r>-?-A;J GhL6...5J h!J- Zip: qe '363 Architect/Engineer:-1~)<' 4 J='.A/('I)),ee.-, hq J r A.fC . Phone(e;03)~~-~f50 Contractor E/tEi<(;;.eGI3V 1kA~ State Licfj~~t;,~ e Exp:I8J/g/b:> Phone: .bf?~-~~s;g Address:69t7.A1b; /?eJ€?3r~d City: 56tPv/;.;?? ~ h~ Zip: 9.183& 7_ PROJECT ADDRESS: B;2.3 tJ; I It, z:t!. / !?!)/fT An 1 e/p~'J W~, ZONING: K S - ? LEGAL DESCRIPTION: Lot: 1-4 - I b Block: 1.17... ~ Subdivision: If> A CLALLAM COUNTY PARCEL NUMBER: C>~:SD 6^O 4"2. ~ 6 ~ Credit Card Holder Name: Billing Address: City: Credit CardType VISA MC # Exp. Date: TYPE OF WORK: SIZEN ALUATION: o Residential 0 New Constr. 0 Re-roof 0 Stove SF. @ $ /SF. = $ o Multi-family 0 Addition 0 Move KGarage 64;0 SF.@$.2/f,'z'2-/SF.=$ISJ98SqJ2.. o Commercial 0 Remodel 0 Demolition 0 Deck SF. @ $ /SF. = $ o Repair 0 Sign 0 Other TOTAL VALUATION $ BRIEF DESCRIPTION OF THE PROJECT: 9k'&:'P/G~R~t/.!!.., ':<::2/~/:Uk.>( 30'L~-'Y9/ /cP.... RAtt/~f, 4// STe-e' / ("o/(/$rRt)(:. r/(],N COMMERCIAL/RESIDENTIAL: Occupancy Group: ~t-'7 Occupant Load: Construction Type: J '{.OOO 171 No. of Stories: L Lot size:hrC\,O'i '" Existing Sq. Ft. 17 ;J-2 & Proposed Sq. Ft. (P/QrJ = TOTAL Sq.Ft. ~382.. Existing lot coverage ~ % & Proposed lot coverage ~% = Total lot coverage /7.,.S % ESAIW etland( s): 0 Yes 0 No SEP A Checklist required? 0 Yes 0 No Other: APPRO~S: PLAN: BLDG: DPWU: FIRE: OTHER:_ - PLANNING USE ONLY: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and plan submittal 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: If no permit is issued within 180 days ofthe date of application, the application will expire. The Building 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 Uniform Building 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 same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that I must obtain such permits prior to work. T:\FORMS\APPS\Buildingpennit.wpd. APP~~ Date:CJ ~~"',/~ 7' m ~ N) ~ I ~ I - '4''' I ~... \1.' I ~N\..J ~fi\ll! , ~ tr I ~\I) ~ ~~~ I I [ Q ~, <- cf m[ ~ 0 ...., -J~' ~ '" n..~t/l I ""0 \) 1:1 I.J. U,,\..J::: JJ () I \.:. ,~~'.) ~ Ill' d\ en ~ ~ 3 ~I to t ~ to '~I \,.;' ~~ ~ ~. 'v ~~~ I .\ ~ -, . v '" I ~.. I.Il j~~ I G ~ " <t. I \- I-- ' ~ ~ :J r~ ~ ~ - ~ V) w~ _ II L) . f.!1 Ai ~ 5 tti t' 5?"Q 'Q ~ ...j I ty;. N C"( '<:( V1 ~, ~ t:Y J' ... fY/ \J J... -- ... ,.0 c ~ ill \.1\ <t () to .0 ~~JDL~ I;) t..!.\ N\h ALLEy -h ~ I . (51)\ --.--.... I I 5"'/.0 f' ~ t- , ,,?L-L> _.. {.ld..".~ ., <'\ I i- f II; A .f I I Ec.%'1'1 I fl.,/ Q <t.!c;: , . J<:e...,...a/111 "19 I wall> I I I I I I I I I j JJ .L:._--,-__' , ~ w. / b -,-IJ 3....,-: i /1 -........-..-----'---tj/ I / Su eJ6~1 l'ROf&J;ry ~ ~. 'OUTBACK BUILDING' STRUCTURAL CALCULATIONS FOR: Tom Marzullo Building 833 W.16th St. Port Angeles WA Job # UOAS143 (22' WIDE X 30' LONG BUILDING WITH 10' EAVE HEIGHT AND 5:12 ROOF PITCH) INDEX TO CALCULATIONS Paae # C1 Contents Design Parameters, Loadings C2 Purlin and Girt Analysis & Design C3 Lateral System Analysis C4, C5 Brace End Connection and Screw Capacities C6 Endwall Vertical Mullion Design CJ Door Header Design C8, C9 Foundation Analysis & Design 1 - 6 Clearspan Frame Analysis P1 Roof and Wall Panel Information Distributor: Olympic AIISteel Bldgs Engineering by: ASK4 Engineering, InG. 3C10B4 Proc.tor Blvd., Suite "c" Sandy, OR C11055 (503) 66B-6550 fax: (503) 66B-523C1 email: outbac.k@ask4engineering.c.om I Expires 11/3/05 I 4,' JOB INFORMATION JOB NAME: Tom Marzullo JOB ADDRESS: 833 W.16th St.. JOB NUMBER: UOAS143 DESIGN CRITERIA DEAD LOADS: ROOF LIVE (OR SNOW) LOADS: ASK4 Engineering, Inc. BUILDING FRAME WIDTH (ft.): Port Angeles WA BUILDING LENGTH (ft.): BUILDING FRAME EAVE HEIGHT (ft.): BUILDING FRAME ROOF SLOPE (?/12): ROOFIWALL PANEL: PURLlNS/GIRTS: STEEL FRAMES: TOTAL DEAD LOAD: 1.0 psf 1.0 psf 1.0 psf 3.0 psf CLEARSPAN FRAMES: PURLlNS AND OTHER ELEMENTS: WIND LOADS: SEISMIC ZONE: WIND SPEED: EXPOSURE: 25 psf 25 psf 80 rnph C 4 22.00 30.00 10.00 5.00 GOVERNING CODE: --1997 Uniform Building Code - 1996 Edition of AISI Specification for the Design of Cold-formed Structural Mernbe MATERIAL SPECIFICATIONS CONCRETE: 2500 psi (28-day Strength) CONCRETE REINFORCING: ASTM A615. Grade 60 (Fy = 60.000 psi) METAL ROOF PANELS: ASTM A653, Grade 80 (Fy = 80,000 psi) METAL WALL PANELS: ASTM A653, Grade 80 (Fy = 80.000 psi) STRUCTURAL BOLTS: ASTM A307 COLD-FORMED STRUCTURAL STEEL: ASTM A653, Grade 55 (Fy = 57,000 psi) LATERAL LOADS WIND LOADS WIND SPEED (mph) = 80 EXPOSURE = C MEAN ROOF HEIGHT (ft.): 12.29 p = [Os*Ce*Cq*lw] Os (pst) = 16.4 Ce = 1.060 Iw= 1.0 p - WIND PRESSURE (pst): 17.37 SEISMIC LOADS PERP. TO SIDEWALL ZONE: 4 Na (max.) = 1.5 Ca = .44*Na = 0.66 R=4.5 V = (3.0*Ca/R) * W = 0.44 W V = (2.5*Ca*I/R) * W = 0.36 W rho = 1.00 = 2.80 E = rho * Vmax = 0.36 W E allow. stress design = E/1.4 = 0.26 W TOTAL SEISMIC DESIGN DEAD LOAD (Ibs.) = LATERAL SYSTEM SEISMIC DESIGN SHEAR (Ibs.) = Primary Frame Wind Pressures: Vert. Projected Areas: Horiz. Projected Areas: 3121 817 1.3 0.9 22.6 pst (horizontal any direction) 15.6 pst (upward) PERP. TO SIDEWALL 6491 (wind governs) LATERAL SYSTEM WIND DESIGN SHEAR (Ibs.) = Element Wind Pressures: Root Elements: Wall Elements: 2/27/04 Cq 1.3 1.2 Design Wind Pressure 22.6 pst (upward) 20.8 pst (inward or outward) UOAS143 Marzullo.xls PERP. TO ENDWALL 4 1.5 0.66 5.6 0.35W 0.29W 1.00 2.20 0.29W 0.21 W 3121 657 PERP.TO ENDWALL 3053 (wind governs) Design Param's. -- Page C1 ~ ASK4 Engineering, Inc. ROOF PURLlN DESIGN SPAN TRIB. WIDTH LOAD (DL +SL) LOAD (WIND - DL) DESIGN BENDING MOMENT (DL +SL) END SHEAR (DL +SL) DESIGN BENDING MOMENT (WIND-DL) END SHEAR (WIND-DL) 10.00 ft. 3.84 ft. 96 Ibs.lft. 79 Ibs.lft. 2010 ft.-Ibs. 482 Ibs. 1237 ft.-Ibs. 296 Ibs. (with Of = 1.67) (with Of = 1.67) MEMBER SIZE USED --> Z4X18 INSIDE FLANGE UNBRACED LENGTH (FT.): 10.00 5.00 3.33 +Mn allow = 2155 2155 2155 ft.-Ibs. (Mn values from -Mn allow = 1026 1842 2119 ft.-Ibs. RISA-2D analysis) (Z4X18 PURLlNS OK SPACED AT 3.85 FT. O.C., WITH INSIDE FLANGE BRACED AT 5 FT. O.C.) SIDEWALL GIRT DESIGN SPAN TRIB. WIDTH LOAD (WIND) BENDING MOMENT, Mn (WIND IN/OUT) END SHEAR (WIND IN/OUT) 10.00 ft. 3.28 ft. 68 Ibs.lft. 1069 ft.-Ibs. 256 Ibs. (with Of = 1.67) MEMBER SIZE USED --> Z4X18 INSIDE FLANGE UNBRACED LENGTH (FT.): 10.00 5.00 3.33 +Mn allow = 2155 2155 2155 ft.-Ibs. (Mn values from -Mn allow = 1026 1842 2119 ft.-Ibs. RISA-2D analysis) (Z4X18 GIRTS OK SPACED AT 3.28 FT. O.C. WITH INSIDE FLANGE BRACED AT 5 FT. O.C. MAX.) ENDWALL GIRT DESIGN SPAN TRIB. WIDTH LOAD (WIND) BENDING MOMENT (WIND IN/OUT) END SHEAR (WIND IN/OUT) 11.00 ft. 3.28 ft. 68 Ibs.lft. 1294 ft.-Ibs. 282 Ibs. (with Of = 1.67) MEMBER SIZE USED -> Z4X18 INSIDE FLANGE UNBRACED LENGTH (FT.): 11.00 5.50 3.67 +Mn allow = 2155 2155 2155 ft.-Ibs. (Mn values from -Mn allow = 787 1842 2119 ft.-Ibs. RISA-2D analysis) (Z4X18 GIRTS OK SPACED AT 3.28 FT. O.C. WITH INSIDE FLANGE BRACED AT 5.5 FT. O.C. MAX.) 2/27/04 UOAS143 Marzullo.xls Purlin-Girt Cales -- Page C2 LATERAL LOAD WALL ANALYSIS: 'WIND CAPABLE' FRAMES USED (Y/N): CLEARS PAN FRAME SPACING: ASK4 Engineering, Inc. ('WIND CAPABLE' MEANS THAT STEEL FRAMES ARE DESIGNED TO CARRY HORIZ. WIND Y AND SEISMIC LOADS THAT ARE TRIBUTARY TO THEM) 10.00 ft. STRAP X-BRACING DESIGN CHART: WALL LOCATION Left Endwall (E 1 ): Right Endwall (E2): Front Sidewall (S1): Back Sidewall (S2): 2/27/04 #OF BAYS? 1 1 1 1 TRIB. WIDTH (ft.) 5.00 5.00 11.00 11.00 X-BRACING PANEL WIDTH (ft.) 11.00 11.00 10.00 10.00 X-BRACING PANEL HEIGHT (ft.) 14.25 14.25 9.67 9.67 # OF #14 SCREWS AT SHEAR PER UPLIFT AT X-BRACING STRAP WIDTH EACH END OF BRACE (#) BASE (#) TENSION (#) AND GAUGE EACH STRAP ADD KNEE AND APEX BRACES TO MAKE FRAME WIND CAPABLE 1082 1401 1770 1.5"X16ga. 3 1526 1475 2123 1.5" X 16 ga. 3 1526 1475 2123 1.5"X16ga. 3 UOAS143 Marzullo.xls Wall Panel-X Bracing -- Page C3 ASK4 Engineering, Inc. BRACE END CONNECTION DESIGN Clearspan Frame ~afters: Single 8 in. 12 ga. Gee Clearspan Frame Columns: Single 8 in. 12 ga. Gee Clearspan Frame Knee Braces: Single 6 in. 16 ga. Gee Clearspan Frame Knee Braces: Single 6 in. 16 ga. Gee Screw Size: #14 Ultimate Single Shear Screw Strength (Ibs.): 2450 n = 2.5 KNEE BRACE APEX BRACE n Screws 16 6 R3d (group effect factor) 0.65 0.73 V single screw (Ibs.) P (design allowable, Ibs.). 511 8176 569 3413 MAX. KNEE BRACE FORCE (Ibs.): 7817 (INSTALL (16) #14 SCREWS AT EACH END OF EACH KNEE BRACE) MAX. APEX BRACE FORCE (Ibs.): 3376 (INSTALL (6) #14 SCREWS AT EACH END OF EACH APEX BRACE) 2/27/04 UOAS143 Marzullo.xls Brace End Conn's. -- Page C4 ASK4 Engineering, Inc. SCREW CONNECTION DESIGN (/) z o ~ <{ I- o Z ds = Nominal screw diameter (in.) = 3.0 Pns = Nominal shear stength per screw (Ibs.) Pnt = Nominal tension strength per screw (Ibs.) Pnot = Nominal pull-out strength per screw (Ibs.) Pnov = Nominal pull-over strength per screw (Ibs.) g1 = nominal gauge of member in contact with the screw head (in.) t1 = Thickness of member in contact with the screw head (in.) g2 = nominal gauge of member NOT in contact with the screw head (in.) t2 = Thickness of member NOT in contact with the screw head (in.) Fu1 = Tensile strength of member in contact with the screw head (Ibs.) Fu2 = Tensile strength of member NOT in contact with the screw head (Ibs.) ROOF PANEL (Classic Rib 26 ga.) g1 = 26 g2 = 18 t1 = 0.0179 t2 = 0.0478 Fu1 = 80000 Fu2 = 67000 Screw # = 14 ds (in.) = 0.25 ALLOWABLE SHEAR BASED ON CONNECTED MATERIALS: t21t1 = 2.67 WALL PANEL (Classic Rib 29 ga.) g1 = 29 g2 = 18 t1 = 0.0134 t2 = 0.0478 Fu1 = 80000 Fu2 = 67000 Screw # = 10 ds (in.) = 0.19 t21t1 = 3.57 Pns (eq. E4.3.1-4) = Allowable Shear per Screw ( = 3.0): 967 322 Pns (eq. E4.3.1-4) = Allowable Shear per Screw = 550 183 ALLOWABLE SHEAR BASED ON SCREW: Allowable Shear per Screw = Design Shear per Screw = 817 322 Allowable Shear per Screw = Design Shear per Screw = 517 183 ALLOWABLE TENSION BASED ON CONNECTED MATERIALS: Pullout Strength, Pnot (eq. E4.4.1.1) = 681 Pullover Strength, Pnov (eq. E4.4.2.1) = 537 Allowable Tension per Screw (Ibs.) = 179 Nominal Screw Tension Strength (Ibs) = 1108 517 402 134 1108 Screw strength/Pnov = 6.19 8.26 2/27/04 UOAS143 Marzullo.xls Screw Capacities -- Page C5 ASK4 Engineering, Inc. ENDWALL VERT. MULLION DESIGN LOCATION: LEFT ENDWALL MAX. ENDWALL MULLION HT.:, 14.08 ft. MAX. TRIB. WIDTH: 11.00 ft. DESIGN DISTRIBUTED LOAD: 229 plf MOMENT: 7119 ft.-Ibs. V horiz.: 1614 Ibs. (with Of = 1.67) COMPOSITE DESIGN (Y/N)? N VERT. MULLION MEMBER -> C08X14 DESIGN SECTION -> C08X14 FL YBRACING ELEV. (ft.): 14.08 INSIDE FLANGE UNBRACED LENGTH (FT.): +Mn allow = -Mn allow = 9.83 14.08 11006 5416 9.83 11006 ft.-Ibs. 9298 ft.-Ibs. (Mn values from RISA-2D analysis) DEFLECTION: 0.53 in. (=U319) (C08X14 VERT. MULLION OK WITH FL YBRACING AT 9.8 FT. O.C. MAX.) TOP CONNECTION: USE 11 9a. MFA8 BRACKET WITH (1) VERT. ROW OF (5) #14-20 TEKS SCREWS AT 1.5" O.C. INTO RAFTER AND (2) VERT. ROWS AT 6" O.C. OF (5) #14-20 TEKS SCREWS AT 1.5" O.C. VERT. INTO MULLION LOCATION: RIGHT ENDWALL MAX. ENDWALL MULLION HT.: 14.08 ft. MAX. TRIB. WIDTH: 11.00 ft. DESIGN DISTRIBUTED LOAD: 229 plf MOMENT: 7119 ft.-Ibs. V horiz.: 1614 Ibs. (with Of = 1.67) COMPOSITE DESIGN (Y/N)? N VERT. MULLION MEMBER -> C08X14 DESIGN SECTION -> C08X14 FL YBRACING ELEV. (ft.): 14.08 INSIDE FLANGE UNBRACED LENGTH (FT.): +Mn allow = -Mn allow = 9.83 14.08 11006 5416 9.83 11006 ft. -Ibs. 9298 ft.-Ibs. (Mn values from RISA-2D analysis) DEFLECTION: 0.53 in. (=U319) (C08X14 VERT. MULLION OK WITH FL YBRACING AT 9.8 FT. O.C. MAX.) TOP CONNECTION: USE 11 9a. MFA8 BRACKET WITH (1) VERT. ROW OF (5) #14-20 TEKS SCREWS AT 1.5" O.C.INTO RAFTER AND (2) VERT. ROWS AT 6" O.C. OF (5) #14-20 TEKS SCREWS AT 1.5" O.C. VERT. INTO MULLION 2/27/04 UOAS143 Marzullo.xls Endwall Vert. Mullions -- Page C6 ASK4 Engineering, Inc. DOOR HEADER DESIGN DESIGN WIND PRESSURE (pst): 20.8 Q: - Q: 0 iii 0--:- u.._ u.. II) - .c .c iii I- . . 1-. .c z~ E- w z . . W. ..J w!E. - E- :E . I- Q: Q:m :EQ: ~ - E- O!E. 'It z -= z w w=> ow Q: 0 -- I- Q: :EQ: w m mo :Em w ~ m - J: I- Z W WW :E :E :EO w:E J: 0 z E- l- e> w m ..Jm 0 w wQ: ..Jw < u - z 0 :E :E m:E :E :E :Eo m:E w 0 z 0 w ~ [j 0 w <w Q: Q: Q:w <0::: J: ..J 0 N J: :E :E 3::E 0::: i= ~ en 0::: 0::: w W W..J 3:w ..J m m Om 0 0 oe> 00 0 ..J en u ~ 0 0 :E :E ..J:E < < <z ..J< 0 < 0 0 0 0 < < ..J< w w w- ..JW 0 3: Q. ..J m 0 0 '"",I '"",I <('"",I J: J: J:~ <(J: 1 LEFT CENTRE WALL 11.00 9.00 8.00 1631 C04X18 2335 OK 1300 Z4X18 SGL. 1842 OK 2 LEFT CENTRE WALL 11.00 9.00 8.00 1631 C04X18 2335 OK 1300 Z4X18 SGL. 1842 OK 3 RIGHT CENTRE WALL 11.00 3.00 7.00 1142 C04X18 2335 OK 2100 Z4X18 SGL. 2119 OK 2/27/04 UOAS143 Marzullo.xls Door Headers -- Page C7 ASK4 Engineering, Inc. FOUNDATION DESIGN CONCRETE STRENGTH (fc): 2500 psi REINF. YIELD STRENGTH: 60000 psi ALLOW. SOIL PRESSURE: 1500 psf NOTE: FOOTING SHALL EXTEND BELOW LOCAL FROST DEPTH. CONSULT LOCAL BUILDING DEPARTMENT FOR REQUIREMENTS. SIDEWALL CONTINUOUS FOOTING DEPTH OF FTG. BELOW GRADE DESIGN SOIL PRESSURE FOOTING WIDTH FOOTING DEPTH DOWNWARD LOAD AT FRAME FOOTING AREA REQUIRED NET UPLIFT LOAD FROM FRAME NET UPLIFT FROM SIDEWALL X-BRACE DESIGN d top DESIGN d bottom LENGTH FTG. REQ'D(DL+SN) LENGTH FTG. REQ'D (UPLIFT) 12 in. (MIN.) 1350 psf 12 IN. (MIN.) 12 IN. (MIN.) 3080 Ibs. 2.3 ft. ^2 1389 Ibs. 1145 Ibs. 10.0 in. 8.5 in. 2.3 ft. OK 5.0 ft. OK Mu DESIGN MOMENT (ft.-Ibs.): TOP BOTTOM 1210 1493 0.06 0.09 0.04 0.05 0.20 0.20 a= AREA OF STEEL REQ. AREA OF STL. PROVIDED (A.C.I. FLEXURE TABLES) OK USE ->112" WIDE BY 12" DEEP FOOTING WI (1)-#4 TOP AND (1)-#4 BTM. (NO SHEAR REINF. REQ'D) THRUST@ FRAME BASE: 1237.833Ibs. As (GRADE 40 ) HAIRPIN = 0.00 in.^2 NO HAIRPIN REQUIRED NO TIE REQUIRED WITH FIBER MESH FRAME 'WEDGE-BOL r ANCHOR DESIGN SPECIAL INSPECTION (Y/N)? N ANCHOR DIAMETER: 0.50 ANCHOR LENGTH: 5.00 in. in. # OF BOLTS AT FRAME BASES: 2 FRAME MAX. TENSION: 1389 Ibs. FRAME MAX. SHEAR: 1238 Ibs. X-BRACING MAX. TENSION: 1145 Ibs. X-BRACING MAX. SHEAR: 1526 Ibs. EDGE DISTANCE: 6.00 in. 'X' BOLT SPACING: 4.00 in. 1/2" DIAM. X 5" 'WEDGE.BOL T' BOLT CAPACITIES (5" MIN. EMBEDMENT): UNREDUCED TENSION (Ibs.): 1505 UNREDUCED SHEAR (Ibs.): 2193 BASED ON SPACINGS, REDUCED TENSION (Ibs.): 1204 REDUCED SHEAR (Ibs.): 1754 (UNREDUCED TENSION VALUES INCLUDE A 1/3 INCREASE FOR WIND LOADS, UNREDUCED SHEAR LOADS DO NOT) COMBINED LOAD % (FRAME): COMBINED LOAD % (X-BRACING): 0.58 0.54 MAX. COMBINED LOAD % = USE ..> (2) . 1/2" DIAM. POWERS 'WEDGE- BOLTS' WITH 5" EMBEDMENT (SPECIAL INSPECTION IS NOT REQUIRED) 0.58 2/27/04 UOAS143 Marzullo.xls cn~ WCXl :JCXl ..JI'- <t'l? >0:: wW ..J'll: ala <tal 3::u 0- ..JO:: ..JW $0.. Sidewall Slab Edge Fdn. -- Page C8 ASK4 Engineering, Inc. FOUNDATION DESIGN CONCRETE STRENGTH (re): 2500 psi REINF. YIELD STRENGTH: 60000 psi ALLOW. SOIL PRESSURE: 1500 psf NOTE: FOOTING SHALL EXTEND BELOW LOCAL FROST DEPTH. CONSULT LOCAL BUILDING DEPARTMENT FOR REQUIREMENTS. ENDWALL CONTINUOUS FOOTING DEPTH OF FTG. BELOW GRADE DESIGN SOIL PRESSURE FOOTING WIDTH FOOTING DEPTH DOWNWARD LOAD AT MULLION FOOTING AREA REQUIRED NET UPLIFT LOAD FROM MULLION NET UPLIFT FROM ENDWALL X-BRACE DESIGN d top DESIGN. d bottom LENGTH FTG. REQ'D(DL +SN) LENGTH FTG. REQ'D (UPLIFT) 12 in. (MIN.) 1350 psf 12 IN. (MIN.) 12 IN. (MIN.) 1540 Ibs. 1.1 ft.^2 695 Ibs. 1236 Ibs. 10.0 in. 8.5 in. 1.1 ft. OK 4.4 ft. OK Mu DESIGN MOMENT (ft.-Ibs.): TOP BOTTOM 958 373 0.05 0.02 0.03 0.01 0.20 0.20 a= AREA OF STEEL REQ. AREA OF STL. PROVIDED (A.C.I. FLEXURE TABLES) OK USE ---->112" WIDE BY 12" DEEP FOOTING WI (1)-#4 TOP AND (1)-#4 BTM. I (NO SHEAR REINF. REQ'D) THRUST @ BASE: As (GRADE 40 HAIRPIN = NO HAIRPIN REQUIRED NO TIE REQUIRED WITH FIBER MESH 1614 Ibs. 0.00 in.^2 MULLION 'WEDGE-BOLT' ANCHOR DESIGN SPECIAL INSPECTION (YjN)? N ANCHOR DIAMmR: 0.50 in. ANCHOR LENGTH: 5.00 in. # OF BOLTS AT FRAME BASES: 2 MULLION MAX. TENSION: 695 Ibs. MULLION MAX. SHEAR: 1614 Ibs. X-BRACING MAX. TENSION: 1236 1/2" DIAM. X 5" 'WEDGE-BOLT' BOLT CAPACmES (5" MIN. EMBEDMENT): UNREDUCED TENSION (Ibs.): 1505 UNREDUCED SHEAR (Ibs.): 2193 BASED ON SPACINGS, X-BRACING MAX. SHEAR: 1082 EDGE DISTANCE: 6.00 in. 'X' BOLT SPACING: 4.00 in. REDUCED TENSION (Ibs.): 1204 REDUCED SHEAR (Ibs.): 1754 (UNREDUCED TENSION VALUES INCLUDE A 1/3 INCREASE FOR WIND LOADS, UNREDUCED SHEAR LOADS DO NOT) COMBINED LOAD % (MULLION): COMBINED LOAD % (X-BRACING): 0.40 0.47 MAX. COMBINED LOAD % = 0.47 USE --> (2) - 1/2" DIAM. POWERS 'WEDGE-BOLTS' WITH 5" EMBEDMENT (SPECIAL INSPECTION IS NOT REQUIRED) 2/27/04 UOAS143 Marzullo.xls Endwall Slab Edge Fdn. -- Page C9 VI ......, wCXl ::>CXl ...JI'- <(L/'l >0:: Ww ...J"'" CDO ~CD o~ ...J~ ...Jw :$0.. ASK4 Engineering, Inc. CLEARSPAN FRAME ANALYSIS: Analysis/Design Software: RISA-2D version 5.5. by RISA Technologies Overall Nominal Frame Width (ft.): 22.00 Nominal Frame Eave Height (ft.): 10.00 Roof Pitch (7:12): 5.0 Frame Tributary Width (ft.): 10.00 Roof Snow (or Live) Load (psf): 25 Wind Speed and Exposure: 80 C iNS N5 ":y-:-.'.;:'"," " WT t:'r+ '1.J:i3','i", ,~'> ' ~.".., - .:". iN?' '-~'r-'+ '.', ",c,';N:~'; ..~~~, '!J;JJ9} ~: ~i ~ ~:~ ~~,r ,':'Nl',' I1t(7.JQJNcr'7U~8EL:XSEE;!R!$p;" ',ANALY$I$Z, R~$. .27"9:):; tl'if1) -:,MEMI3~[~BE,:L:'(SEEr'R1SN ANI:\l:;"(SI$j' 8~$~,:2.'-J}) 'fiN)) "'F)'IX"'A," "M'E' rN'''Cl' "0"'1:2'" #{""'N'"''O''' lV1....... 'E'N)1" "'IB"'E"'R"" D"'I'~"<~""~' "IN': "M"" ',' ;:.',",0". ,-. '",,' ._,...~.....:,..:..; "\". ;. ,', ..,.... .~,..,..,_..,_._. ,"_,.! ," _~; ....""~,:.::.,'_.__</!: ,..;_:''. ;~': 'f~: ~;'_, '/. ~, :'... _:', ';.' .. __ \~. :,,"::.--;: ,,- ___~' -,<' ..:.? ~-, ;," ..: -\ ,C __ ,".' .. --/'; , ".-- E' ,~;..::' ,.-.>; ':. <._ : ;'..! }" :- ">, '~t""{ ::,. .:::" ': <~, : 2/27/04 UOAS143 Marzullo.xls Frame Diagram -- Page 1 Company : ASK4 Engineering Designer : sml Job Number: February 27,2004 8:19 AM Checked By:_ Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature (ft) (ft) (F) N1 0 0 0 N2 0 8 0 N3 0 9.50581 0 N4 2.86 10.66133 0 N5 6.70333 12.21413 0 N6 10.33333 13.68075 0 N7 13.96333 12.21413 0 N8 17.80667 10.66133 0 N9 20.66667 9.50581 0 N10 20.66667 8 0 N11 20.66667 0 0 Member Data Member Label I Joint J Joint Rotate Shape I Section Material Phys Set Memb End Releases I-End J-End End Offsets Inactive I-End J-End Code Length (deqrees) Set TOM AVM AVM (in) (in) 1ft) M1 N1 N3 SEC1 STL Y PIN 9.506 M2 N3 N6 SEC1 STL y. PIN PIN 11 .145 M3 N6 N9 SEC1 STL Y PIN PIN 11 .145 M4 N9 N11 SEC1 STL Y PIN 9.506 M5 N2 N4 SEC2 STL PIN PIN 3.907 M6 N10 N8 SEC2 STL PIN PIN 3.907 M7 N5 N7 SEC2 STL PIN PIN 7.26 Materials (General) Material Label STL Sections Section Label SEC1 SEC2 Material Label STL STL Steel Desian / NDS Parameters Member Label Section Set Length Lb out Ie out Lbin Ie in L_comp Cb Sway Ie_bend K out K in CH Cm B out in R (ft) (ft) (ft) 1ft) M1 SEC1 9.506 8 8 1. .8 1 V O. M2 SEC1 11 .145 8 8 1. .8 1 y O. M3 SEC1 11 .145 8 8 1. .8 1 y O. M4 SEC1 9.506 8 8 1. .8 1 y O. M5 SEC2 3.907 1. 1. O. M6 SEC2 3.907 1. 1. O. M7 SEC2 7.26 1. 1. O. Member Direct Distributed Loads, Cateaorv : DL, BLC 1 : ROOF DEAD Member Label Direction Start Magnitude End Magnitude Start Location Ibltt F Ib/tt, F tt or % M2 -20 -20 0 M3 -20 -20 0 RISA-2D Basic Version 5.5b [C:\. ..\UOAS 143 Marzullo\22-1 0-22-1 0-25-80C-WU.R2D] Page 2 Company : ASK4 Engineering Designer : sml Job Number: February 27, 2004 8:19 AM Checked By:_ M2 M3 Member Direct Distributed Loads, Cateaorv : RLL, aLC 3 : ROOF LIVE Member Label Direction Start Magnitude I blft, F M2 0 M3 0 Member Direct Distributed Loads, Cateaorv: WL+Y, aLC 7 : WIND-OUT Member Label Direction Start Magnitude End Magnitude Start Location End Location II blft, F) (Ib/ft, F) (ft or %) (ft or %) M1 X 138.936 138.936 0 0 M2 X -58.552 -58.552 0 0 M2 Y 144.922 144.922 0 0 M3 X 45.541 45.541 0 0 M3 Y 112.717 112.717 0 0 M4 X 86.835 86.835 - 0 0 Member Direct Distributed Loads, Cateaorv : WL- y, aLC 8 : WIND-IN Member Label Direction Start Magnitude End Magnitude Start Location End Location IIb/ft, F) IIb/ft F) (ft or %) (ft or %) M1 X 138.936 138.936 0 0 M2 X 19.517 19.517 0 0 M2 Y -48.307 -48.307 0 0 M3 X 45.541 45.541 0 0 M3 Y 112.717 112.717 0 0 M4 X 86.835 86.835 0 0 Member Direct Distributed Loads, Cateaorv : EL, aLC 9 : EARTHQUAKE Member Label Direction Start Magnitude End Magnitude Start Location End Location (Ib/ft F) IIb/ft, Fl (ft or %) (ft or %) M1 X 7.8 7.8 0 0 M2 X 7.8 7.8 0 0 M3 X 7.8 7.8 0 0 M4 X 7.8 7.8 0 0 Member Direct Distributed Loads, Cateaorv: WL y, aLC 10 : WIND OUT RO Member Label Direction Start Magnitude End Magnitude Start Location End Location IIb/ft, Fl IIb/ft, F) (ft or %) (ft or %) M1 X 0 0 0 0 M2 X 0 0 0 0 M2 Y 144.922 144.922 0 0 M3 X 0 0 0 0 M3 y 112.717 112.717 0 0 M4 X 0 0 0 0 Load Combinations N D' r E WS PD CD BLC F t BLC F t BLC F t BLC F t um eSCrlOllon nv acor acor acor ac or I 1 I DEAD LOAD ONLY I V I . I I 1 DL 1 I 2 I FLOOR LIVE LOAD ONLY I V I I I 1 LL 1 RISA-2D Basic Version 5.5b [C:\...\UOAS143 Marzullo\22-1 0-22-1 0-25-80C-WU.R2D] Page 3 r. Company : ASK4 Engineering Designer : sml Job Number : February 27, 2004 8:19 AM Checked Sy:_ Load Combinations (continued) Num Oescriotion Env ws PO co BLC Factor BLC Factor BLC Factor BLC Factor I 3 I DL FLL I v I I I 1 DL 1 LL 1 I 4 I USC 12-12 (a) I v I I I 1 DL 1 LL 1 RLL 1 I 5 I USC 12-12 (b) I y I I I 1 DL 1 LL 1 SL 1 I 6 I USC 12-13 (a) I v I I I 1 DL .75 LL .75 WL+Y .75 I 7 I USC 12-13 (b) I y I I I 1 DL .75 LL .75 WL-Y .75 I 8 I USC 12-13 (c) I y I I I 1 DL .75 LL .75 EL .75 I 9 I USC 12-13 (d) I v I I I 1 DL .75 LL .75 EL -.75 I 10 I USC 12-14 (a) I y I I I 1 DL .75 LL .75 WL+Y .75 SL .375 I 11 I USC 12-14 (b) I y I I I 1 DL .75 LL .75 WL-Y .75 SL .375 I 12 I USC 12-15 (a) I v I I I 1 DL .75 LL .75 SL .75 WL+Y .375 I 13 I USC 12-15 (b) I v I I I 1 DL .75 LL .75 SL .75 WL-Y .375 I 14 I USC 12-16 (a) I v I I I 1 DL .75 LL .75 SL .75 EL .75 I 15 I USC 12-16 (b) I y I I I 1 DL .75 LL .75 SL .75 EL -.75 I 16 I USC 12-16-1 (a) I v I I I 1 DL .75 EL .75 I 17 I USC 12-16-1 (b) I y I I I 1 DL .75 EL -.75 I 18 I USC 12-13 (c) I I I I 1 DL .75 LL .75 WLY .75 Envelope Reactions Joint Label X Force Y Force Moment lib) Lc lib) Lc (Ib-ft) Lc N1 max 729.984 5 2953.645 5 0.000 1 min -1182.262 7 -1175.488 6 0.000 1 N11 max 62.275 9 2953.645 5 0.000 1 min -1215.619 11 -422.559 6 0.000 1 Reaction Totals: max 241.613 15 5907.29 5 min -2153.403 7 -1598.047 6 Envelope Member Section Forces Member Label Section Axial Lc Shear Lc Moment Lc lib) lib) (Ib) I M1 1 max 2953.645 5 1182.262 7 0 1 min -1175.488 6 -729.984 5 0 1 2 max 2939.316 5 934.631 7 1734.773 5 min -1186.234 6 -729.984 5 -2515.257 7 3 max 2924.988 5 686.999 7 3469.546 5 min -1196.981 6 -729.984 5 -4442.198 7 4 max 2910.659 5 439.367 7 5204.318 5 min -1207.727 6 -729.984 5 -5780.498 7 5 max 3657.959 7 3878.227 5 0 1 min -1495.871 15 -4145.12 7 0 1 RISA-2D Sasic Version 5.5b [C:\...\UOAS143 Marzullo\22-10-22-10-25-80C-WU.R2D] Page 4 Company : ASK4 Engineering Designer : sml Job Number: February 27,2004 8:19 AM Checked By:_ Envelope Member Section Forces. (continued) Member Label Section Axial Lc Shear Lc Moment Lc lib) lib) lib) I M2 1 max 5213.585 7 1892.027 11 0 1 min -4119.42 5 -208.266 9 0 1 2 max 5193.209 7 1679.504 7 971.146 15 min -4388.522 5 -595.262 15 -4901.382 7 3 max 1219.165 5 1068.869 5 256.066 9 min -553.368 6 -601.052 7 -5001.193 11 4 max 4075.417 5 13.925 9 312.609 6 min -1244.8 6 -1011.836 11 -3497.826 13 5 max 3806.315 5 250.299 6 0 1 min -1265.176 6 -1537.851 5 0 1 I M3 1 max 3806.315 5 1537.852 5 0 1 min -1083.964 6 -996.124 7 0 1 2 max 4075.416 5 871.803 5 2491.757 7 min -1063.588 6 -792.517 7 -3356.867 5 3 max 1219.164 5 0 2 4350.445 7 min -372.155 6 -1068.868 5 -2745.516 5 4 max 315.458 9 1860.455 11 5154.452 11 min -6379.988 11 -174.178 9 -564.059 9 5 max 320.721 9 1892.726 7 0 1 min -6268.887 11 -337.149 15 0 1 I M4 1 max 334.061 9 210.94 9 0 1 min -4053.929 11 -5123.319 11 0 1 2 max 2910.659 5 771.638 13 7011.414 11 min -454.799 6 -20.569 9 -295.307 9 3 max 2924.988 5 906.08 11 5042.109 11 min -444.052 6 -34.471 9 -229.912 9 4 max 2939.316 5 1060.849 11 2704.903 11 min -433.306 6 -48.373 9 -131.47 9 5 max 2953.645 5 1215.619 11 0 1 min -422.559 6 -62.275 9 0 1 I M5 1 max 6298.758 5 4.345 5 0 1 min -5921.016 7 0 2 0 1 2 max 6296.736 5 2.173 5 0 2 min -5922.532 7 0 2 -3.183 5 3 max 6294.715 5 0 1 0 2 min -5924.049 7 0 1 -4.244 5 4 max 6292.693 5 0 2 0 2 min -5925.565 7 -2.173 1 -3.183 5 5 max 6290.671 5 0 2 0 1 min -5927.081 7 -4.345 1 0 1 I M6 1 max 7816.232 11 0 2 0 1 min -294.213 9 -4.345 1 0 1 2 max 7814.716 11 0 2 3.183 1 min -295.729 9 -2.173 1 0 2 3 max 7813.2 11 0 1 4.244 1 min -297.246 9 0 1 0 2 4 max 7811.683 11 2.173 5 3.183 1 min -298.762 9 0 2 0 2 5 max 7810.167 11 4.345 5 0 1 min -300.278 9 0 2 0 1 I M7 1 max 720.416 6 11.03 5 0 1 min -3375.259 5 0 2 0 1 2 max 720.416 6 5.515 5 0 2 min -3375.259 5 0 2 -15.015 5 3 max 720.416 6 0 1 0 2 min -3375.259 5 0 1 -20.02 5 4 max 720.416 6 0 2 0 2 RISA-2D Basic Version 5.5b [C:\...\UOAS143 Marzullo\22-10-22-10-25-80C-WU.R2D] Page 5 Company : ASK4 Engineering Designer : sml Job Number: February 27,2004 8:19 AM Checked By:_ Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc Moment Lc (Ib) (Ib) (Ib) min -3375.259 5 -5.515 1 -15.015 5 5 max 720.416 6 0 2 0 1 min -3375.259 5 -11.03 1 0 1 Envelope Member ASD AISI 99 Code Checks Label Code Chk Loc Shear Chk Loc ASD Eqn. Message (ft) Lc (ft) Lc M1 .740 8.021 7 .333 9.506 7 C5.2.1-1 M2 .726 3.018 7 .152 0 11 C5.2.1-1 M3 .597 8.01 11 .152 11 .145 7 C5.2.1-1 M4 .802 1.584 11 .411 0 11 C5.2.1-1 M5 .466 1.709 5 .001 0 5 C5.2.1-1 M6 .578 1.709 11 .001 0 1 C5.2.1-1 M7 .115 3.63 5 .003 0 5 C5.1.1-1 RISA-2D Basic Version 5.5b [C:\...\UOAS143 Marzullo\22-1 0-22-1 0-25-80C-WU.R2D] Page 6 SECTION PROPERTIES AND LOAD TABLES r 3/.' ..,r 3/8" .., /'4-5/8" Anti-Siphon Groove - :1 - , /.--4.13/.' 9" 36" Coverage GAUGE WIDTH YEILD WEIGHT TOP IN COMPRESS lOW BOTTOM IN COMPRESSION', (in) KSI PSF Ixx Sxx Ma Ixx Sxx Ma in41ft in3/ft (k-in) in4/ft irWft (k-in) 30 36" 80 .62 .0090 .0137 0.49 .0053 .0111 0.40 29 36" 80 .70 .0100 .0151 0.54 .0060 .0124 0.51 26 36" 80 .86 .0123 .0190 0.68 .0080 .0160 0.65 CLASSIC RIB ALLOWABLE UNIFORM UVE LOADS PSF2.3.4. 1-Span Inward (Gravity / Deflection) Load2.4. Outward Uplift (Stress) Loacj3. GA. Width Ksi 2' 2.5' 3' 3.5' 4' 5' 2' 2.5' 3' 3.5' 4' 5' 30 36" 80 82 50 29 18 12 6 89 57 39 29 22 14 29 36" 80 90 56 32 20 14 7 99 63 44 32 25 16 26 36" 80 114 69 40 25 17 9 128 82 57 42 32 20 2-Equal Inward (Gravity / Deflection) Load2.4. Outward Uplift (Stress) Load3. Spans GA. Width Ksi 2' 2.5' 3' 3.5' 4' 5' 2' 2.5' 3' 3.5' 4' 5' 30 36" 80 66 42 29 22 17 11 107 69 48 35 27 17 29 36" 80 73 47 33 24 18 12 118 76 53 39 30 19 26 36" 80 94 61 42 31 24 15 149 96 67 49 38 24 3 or more- Inward (Gravity / Deflection) Load2.4. Outward Uplift (Stress) Load3. Equal Spans GA. Width Ksi 2' 2.5' 3' 3.5' 4' 5' 2' 2.5' 3' 3.5' 4' 5' 30 36" 80 76 49 34 25 19 12 124 80 56 41 32 20 29 36" 80 85 55 38 28 22 13 137 89 62 46 35 22 26 36" 80 110 71 49 36 28 16 172 111 78 57 44 28 1. Theoretical section properties have been calculated per AISr 1996. "Specifications for the design of cold fonned steel members." !xx and Sxx are effective section properties for deflection and bending. 2. Tabulated loads are allowable loads calculated in accordance with good engineering practices and with AISr 1996 specifications for bending stresses. Panel weight has not been subtracted from allowable gravity loads. Allowable load does not address web crippling requirement, or fasteners/support connection. 3. Allowable loads are calculated in accordance with AISI 1996 specifications. and have been increased by 33113% for wind uplift Contact Metal Sales Technical Services Department for more infonnation. 4. Deflection consideration is limited by a maximum deflection ratio of Ul 80 of span. @ Meral Sales Manuiacruring Corporation! Subject to change without noticel Effecrive Dare 5/02 812.246.1935 (Corporate Oifice) . www.mtlsales.com @ BUILDING PERMIT INSPECTION RECORD ,--C.' " :..0 '.'. _ CALL 417-4815 FOR BUILDINCi'INSPECTIONS.CALL 417-4735 FORELECfRtCAL INSPECfIONS. PLEASE PROVIDE kMINIMUM24HOUR NOTICE; irIS UNLAWFUL TO COVERNNSULATE ORiCONCEALANYWOfU(BEFORE;' " -.. .. ....... '., .. ":-""'", _",,- ,'.,": , ',- '. .0 ':,':",:"':::"',__.:',':.,,_.' ,'::': 't-.,.. .-',' '.,.......-.. .. ,:.... ".} , INSPECTEDANDAff~P'(ED. :P()S'f PERMIT IN A (;()Ns:P.<:;U()'Ys LOCATION. '. : '5. KEEP PERMiT CARD ANDAPPR0VED PL.ANSJ\TJOBSITE . .' .... . ." INSPECTION.TYPE . . DATE .H'.ACCEPTED . " .:;~~,< .', t:OMMENTS .,.... :'l> , " I.. ",. '.. ..... /; YES .NO I),.;, ... . , ......', " FOUNDATION: . fOOTINGS . WALLS , ,," " .DRAINAGEIDOWN SPOUTS : fOUNDATION . . ELEC;rR1~r ' (LIGHTDEPT) " \. . , SEP.4.RATEPERMIT: # ROUG!I-IN I I . ""'" ..... . . PLUMBING 'C.c . !J .' . "e '. , , , , UNDEIll'LOORI SLAB , , ROUGH-IN .: WATER LINE (METER TOBLDG) .. GAS LINE ; , , ';; . ; BACK fLOW I WATER " , ; '.' ., .., . ..., . .. AI~ SEAL .. WALLS '. I I . CEILING '. I I "'.!if., " FRAMING ..' JOISTS I GIRDERS SHEAR W ALJ4IOLD DOWNS WALLS I ROOF I CEILING DRYWALL (INTERIOR BRACED PANEL ONJ,.Y) T-BAR v " " . , . INSULATION ,.,.; SLAB . I . W ALL/FLOOR I CEILING '. I I I . .. . MECHANICAL - HEAT PUMP GAS LINE . WOOD STOVE I PELLET I CHIMNEY . HOOD I DUCTS , , PW UTILITIES I SITE WORK (Engineering Division) SEPARATE PERMIT #'5: WATERLINE I METER SEWER CONNECflON SANITARY ..... STORM . PLANNING DEPT. SEPARATE PERMIT #'5 SEPA: PARKlNGlLIGHTlNG ESA: .~DS&\PI~G '. . '" h..,_ ,.., _.. . ,,~ . SIiQ~~:,.,.". , . ,,' ,~. > '. . ~- ,'" " .... , FINAL INSPECTJONS ~QUlRED PRIOR TO QCCW'~.9X~SJI."iii:.) " "<'.',}';,.!.".... .' " RESIDENTiAL DATE 'YES NO '" COMMERCIA.L . - DAn~ ..... ".ACCEP;J:ED.. . '. "..' ~m'! I"'r;(o; . . tit ,,/,,/ M ,~ I' ., ELECTRICAL - UGHT DEPT. 417-4735 ELECrRICAL " UGilT DEPT ... c , CONSTRUCflON R. W./ PWI I I CONSTRUCflON - R. W. ENGINEERING 417-4807 PW I ENGINEERING .c. .'. .. " .. , . --c- FIRE .. 417-4653 FIRE DEPT. " , , , PLANNING DEPT. 417-4750 PLANNING DEPT. ! .... '. , ..' BUILDING 417-4815 , BOILDING .. ..... .' .> ",,' T:\PLANNlNG\FORMS\1102.15 [1111412003] fiLED FOR RECORD A T THE RECUEST T h~ma5 W/Y1qIVi~{(o ~3 LV Ib41 I Po I + A 0 Jd ~ ~~ 11111!lllllllll~ jll/lllll/lllmlll ~I ~ OF T /J1 C{ t' 2:Y1L.tL_ ilECOROEO IN RECCHW'iICl ,\U^H CO 2004 MAR /'-./ AM II : 0 f CD 2004 1129356 Clallam County ZONING LOT COVENANT IfWE the undersigned owner(s) of the following described,property: (Insert legal description here) I. ~ J...(}T' 14--1" gLc1~k 4';.8 .;s-v hdiVISloOAJ -r,14 t L.a.! I d.M (1 t:>L-' ~ 7<1 PCii r-t! e.. L AJt:), 0 ~ 3 t:7 eJ c!:J 04"213 8 ,{)<:!J 0 If!> 0 do hereby covenant that said property shall be designated as one zoning lot as defined in Section 17.08.032 "Z" of the Port Angeles Municipal Code. This covenant creates one inseparable building lot which may oilly be removeq through compliance with Chapter 58.17 RCW (subdivision regulations) and/or the City of Port Angeles short subdivision regulations (Ordinance No. 2222, as amended). This covenant shall be binding on the owner(s), heir(s), assign(s), and successor(s) in interest and shall be filed with the County Auditor's Office. This covenant isior the mutual benefit ofsaid owner(s), heir(s), assign(s), and successor(s) in interest and is for the further purpose of compliance with state and loca land use and building regulations. This covenant may be enforced'by injunction or other lawful procedure and covenant by the recovery of any damages resulting from non compliance. .' '-',-,. 011 -' ,20~. (Owner) (Owner) (Owner) STA TE OF WASHINGTON) COUNTY OF CLALLAM ) I, ?o..~c...\CL ~. ~':lC 0 , Notary Public in and ror the State of Washington, do hereby certify that on this J..L day of ~ {).;,- C' \"\ , 2~, personally appeared before me ~ 0 N\ A.. c; LJ. \--\ ('-.x ? \.1 \l_ and:,- to me~:wn to be the individual(s) desribed in an~ who executed the With, in,' instrument and acknowledged that signed and sealed the same as \"-' c:;.. free and voluntary act and deed for the purposes herein mentioned. - . . ss GIVEN UNDER MY HAND AND 2f~{~~~.~~~~s:.> ,/ ( ...... ~..,. · 0':..;.. }' Q.: ~O fAl?y ..~~ . . ~ . . ~ ~ : NOv. 2, 2005: ~ ,ct'): .::?= . -'\ ~ . :: . "~^.. PUB L 1 C . ..f.....O'~~"': ',':;.~" ... . ._,0/' /,,; Of:'.....~\'\-::.: AUDIT R'S CERTIFICATE "~IIII \!/AS,..o;" o "'1/'""11""- Filed for record at the request of --.I.h to maS lA) IV1 Cf V2 LIt! 0 . IY\ a if eM. 20..0L. day of ]v{ u./( q~ 20Q. t-/ . 'i;)Cd:~_,_& ~ . k-C J1& NOTARY PUBLIC in and for the State of Washington residing at Port Angeles. this J..L. day of CLALLAM COUNTY AUDITOR By: I(~ -rn~. jJA 1~!lTA1.L. I"Vl'U..IN ~1.AA6E BIlACIN6 TO INSIDE "L.A~ AT MIDSP"AN OF' F"l.IRl.JNS OR ~ 5H01"H. PER DETAIL. NI.:2 ROOf" PIJlCU.JN50 PeR "".......~ ON~T2 Slos-c.a..u. ISIRTS> PER Met-eeR !GHEOU1.E DN ~2 D :;~:~~:,,,eXTeRIOR eL.eVATION ~:: \ 9 - Q ~ TO. GONGRfTE X..eR.AGINcSo lYP~ SEE DETAIL. M/2 INSTAU. 61RT I'~ BRAGINI!o TO I\</!IID!!: l'1.AN6E AT M1~AN Dr" 6lRTS ()lit ~ ~ PeR DE!TAIL. Nr.Z CD ~~:7.-o~NTeRIOR eL.eVATION ADO 1290. lCNr:e .AND APEX eRAG.E5 to ~ I"RAM!: l"ER DetAILS AI2. ar.:z ~:: ~ 1 9 - Q~ T 1'). GCNC.RVl! INSTALl.. 61RT ~ ~lNl$o TO 1N5ID1!! I"~ AT MlDSl"'AH OF 6fRT:! OR ~ ~ I"'eR DETAIL. NI2 C) eNDlI'\AL.L. INTeRIOR eL.eVATION 1 5G.l\l.f:. V&N. r-cr INSTAU. ~IN I"L.ANcSE 8RAG1N6 TO INSID!!: 1"L.AN6E AT MIDS/"'AN OF !"lJR1.INS OR AS 5HOl"N, ~R DETAIL. NI2 ROOt" PURL.INS PeR ..,...,.,.~ ON SHEET 2 51DEl"\.fl.U. 61R.TS PeR Me'M6ER SCI-lEDt.LE ON !.HEET 2 X-6RJt,CIN6 TYP~ !lEE DETAIL. MI:2 lNSTAL.L. 61RT Fl.ANcs.E 6RAGIN6 TO INSIDE FL.AN6E AT MIDSPAN Of" 61RTS OR AS SI-IOl"f'l, PER DETAIL.W2 3 ,. SGALE, ve". 1'-0" SIDeI"lAL.L. eXTeRIOR eL.eVATION ~'...o. (SID&lAL.W 10....0. 10....0. 10'..0" " 1 i i CD :I@ 1 ~. ~ i ffi~. A i 2 E!D6E! J __~_____.J= ~ CD ~~~~:~N PL.AN PROJeCT DeSIGN CRITeRIA ROOF SNOV< LOAD, 25 p5F. ~IND SPEED, 80 mph V<IND EXPOSURE, C. SEISMIC. ZONE, 4 SOIL BEARIN<o PRESSURE, 1500 psi DeTAIL. KeyS @ ;:~=.I~ ~);L.~~(~~jCI2 @ ~~A~~"-~-)g'::~;~r1s~':;~~~~~R eRAC.ING REQJIRI!:MENT5) @ X-B1VG1N6 IN ROOF AElOVE (SEE DETAIL. M/2) DOOR SCHeDUL.e DOOR ~'DTH HE'''"'" ""'",... ...-R OPENJNG tyPE 61RT .w<ss CD ""-0" &'-0" ""-~ SIN6L.E C04XI& 0 ""-0" &'-0" ""~~ SINGL.E C.04XI& @ "-0" "-0" ~"'t:IOOIIlrCOl..Ol( SINoSo1.E G04XI& ~ I) !lU: DeT.o.JL Jf.2 !'OR t:tOOR. O~IN60 1''''''''''''N05- 1NI'000000000TlON.. 2J ~Of'~60","~RTOBl!_...s~OlIt~ 6o'RT,..o.$~I"'T!!.~"~R5GI<e~eO>l~.2. ~...:.;~..=;=-==~:-;.~~~.J>U.4- 1&l>lrM1113J051 ~~ -!! \I'" .t~,~ ~ ~ ~]~~~ .~ ~~ l~ g'~ :i>;nS ~~]g~ ':!L '<t" ~ lifl :>:::(fJ () Cl N;:R <( Z ~~~ en 0 ~z~ I-...J~~~ ::> _ 0::;:1- 0:::> a:~~ CD '" ~ ti /C3 a~ ~ E- 5l ;;;:> o~ C/) (!) o -l COO -l -l <( LU -l .3: LU ::J lii U) f- N J:W C/) 0::: f-u:l -l <( ~C> -l ~ s:~ <( "'..:. () ~ gJD:: _ 0 0 ll.. f- a. ~ in )-OW f3 -l~ :s 0'" ~ o '" ~ g ;' CHECKED ,ml ,...,. 2/2712004 JOB NO. UOAS143 MEMBER AND MATERiAl SCHEDULE ---L ~ C.S. FRAl,IE RAFTER C.S. "!tAut COLUl.l~ C.S. FRAME KNEE BRACE " I , OF I(N[( BRACE SCREWS C.S. FRAl.4( APEX BRACE I or APEX BRACE SCREWS [NeWALL RAF'TER$ [NOWALL COLUt,lN$ 9 n~OWALL VERTICAL 'olULLIO"lS 10 .l.NCHOR BOLTS (I PEA: OETS.) 11 _____ 12 EAVE FURLIN 13 ROOF FURUN , 4 Roor FURLIN SPACING 15 SIDEWALL GIRT 16 SIDEWALL GIRT SPACING , 7 [NOWALL GIRT 1a [NOWALl GIRT SPACING 19 ROOF ClAOOlNC 20 ROOF" ClADDINC FASTENERS 21 WALL ClADDING 22 WALL CLAODING fASTENERS 2J X-BRACING STRAP ~ SIDEWALLS (NQWALLS "eM aOTrOl.l REIN., 12" (1)-'4 12" (1)-14 'HOrr:SINCI..(REINF.BAA$IOOWNIIlOtTAIl~ESENlSTOT"" R(1NroRCtN(; STat, II:(OUIII:(O, SPACE IolULT!PI.E IWlS 0 J" OoC. IolIN. '4 IWlS [,fOl WA'f 0 I'" a.c. WITH 12"1ol11<l. t.APS 0 SPl.lC[s'(~,. I-WI.4. WI." "'[U)[O WIlt( lIESH WITI1 50 IN'S. SPlICES) ATsv.&CENTERUN[ CONCl'I(ItSlA8lcONTIMJES llOTl1 'SIDES 0 Silo"} "'" nc~DI COHCIlETE AS REQUIlfEO TO PRCMDE J" 1.l1l4. OF CONCR(TE COo'tROHAU.ANCHOR8Ol.TSAND ~ATSUMACtSPOURtO ACol,IN$T SOIl (2" VI"'. AT SURFA(($ I'" CONTACT WfTM SOlL) NOT[: Sl.A1I ~EINFCIIClNC SHQWfN I\8l1\Il IS SPECl"lO AS A Ilrn<oo Of CONTRClUNC SHRINI(AG[ CllA(ItIN(l ...T TtIE sv.e SU~FACE.. CUSTOIlE~ ,,-,y CHOOSE "'" OTW:R 1l{1l100 0ll1lE..:;NESWRElNf'OltClNCAU.1Oe(TH(lt INrCUSTOllOl:WlU.ASSIJUE:...... ~ESPO"ISlIIlUTTFORTHEP(RF'Olll.IANC(orTH(SlA8. ~_OTH(RllETHOOlSCH05(N lIESIOESWJ-IO.TISSHOWHON7"'5DE1'AI'-CIJSIOt,lER5~lNSl'AU."'TEACHF'WoIE.(l)li CO>IT,__"'lo'WHOOIt...TEACMEWOAllOUHOIllAIl[COU/IlNANCHOlIlIOlK Y I EDGE OF SLAB DEl AIL ~-,~:~,:~: ~lf-l'tA.'W ~~ ~~COf """ = ~ct:E eoo...... o I ~~~:~RUN I ". I ~._"-~ L -- 1/.' " 1'2-" CllESf f1lrING $C.ltEW5 WI1K NtO,~V<t 'lU&<DtAT "oo.c. -. M ICHIlI8M 1NlOIUI_""..o.e....,TOPiI'UUo N<<J(IlY(1'UItUN1 Metal Soles Manufacturing Corp. Classic Rib 26 go, k(II_.oI:zJ..-./11 S.ro-.olto..-3ItI k~I-JXe)Io-./11 Soc(lole.lIll1OiII-J/l1 ',.110.... H 1:.s.-.CltAASP"'N SCALE: "'''"''' Single 8in 1ZG CEE Si"9le 8in 1ZG CEE Single 6;n 16G CEE '.'-5" LONG) " Single 6in 16C eEE 8in lZC eEE ~ Single 8;n HC CEE Po...era I/Zin x Sin Wedge Bolt .in laC eEE 4;n lac LCSI ZEE J.84 It. Mo.. .in lac LCSI ZEE J.28 ft. Mo.. .in laG LGSI ZEE J.28 't. t.lo.. Clonic Rib 26"" Ptd 12-1. X 1 J/B Telt Classic Rib 29"" Ptd 10-16 x , Wall Telt wiln Neo 5il191e 1 1/Z" X 15 go. STRAP lYPlCAl BUILDING ISOMETRIC Ifllll~~_T,_..... COW<INOfI'Ii_C*_~ EPBI I ". I ~-"-~ L --- .,' I-!--o:---I 110_1I.,0SC:~WlIMN(___ ...'I,"o.c.""""I4JN;O(fI'OItCK_",T .....~"',."o.c:....,tIIlIlllUlUl} tllItC:IN$W.l.n.~A$_"""",~ _COUilINSN<OlW'T[lIS....nlOlTllClllT...TNIl IICHtRnw.,'lI.1:\WOI_IllIII<<>>ln:lNNlCIV,c[...T tolH~_IWI[II5"'THDT__"-4"o.c:. ~~.)'..,,<< llOOF"'UllUIt ~~ ~0ll.lWlU ~I n.TtRACNl $IlW' _ 1 -lN$1AILSAIlI(_llSlJ$COfOflll_1lfIAl:lt,clOll .....11/2.JI'900-ltlll_[_.."O.EUV.AI1(N[ ION. l'[[[-...u..nLV.o._fORUlCA'IlClNll) IIOT[: S<<ll[TAIll./2fOl11....IDttoIl.TEf\Y!lIIACloo;or;tAII. 5lEDE1'AlLw/2wENn'l1lRN:INQ"IOTI'OSSlElu:. Metal FL YBRACING DETAIL ::..~~ ~ 1lAf'(~ -'<'~ :'J C.III."IUS'"COMO[CTlON .L ~- :=liEffi ::m~:: E::E~=~ %:::E APEX CONNECTION VERTICAL MULLION TOP CONNECTION PURlIN/GIRT CONNECTION NCITt: ..sTAI.I.Fl.TllAotONCASSHOlII'N...T.ou,.CUA/lSP..... fIlAIlECOW"'NS...t.Q 1WT[1lS. ...n,oo+10 ClIl1"" "10 HOtEll nWl S' [L[yATlO'" AIlCY[ F'OI/IlDoUlON AHO $PACt: AT IOTtIc:ou.n.NS_~"'T"IO'_~"-o"D.c. :a"'ti ~~R-, ^~&:: "IElIS' """""~ ."',,- __ 20 .,...2-lLCCUI n'I'IWatCIIOIDWITK 1.50-. UCS, coPE OlDSFOlt...nACHwDd" NOTt: . Fl.YllltACIIC 011 ClfA.ItV..... FIIAIoIECOI.I>>flS ItOTPOSSIk!9[CoIUS(0l'Dl'EltlKTSIoHOjOItOOlllt LOCATIONS. AllO COU/IlN STIFrtNE1I PElt llEl'M,.W/2. ALTERNATE FLYBRACING DETAIL ~....~ CUCOI.UWIf ttlGlrl 81:::5 ([j].. ~'" ~' lJJ ~~~ --- ~1V-_I[~ END WALL GIRT CONNECTION STRUCTURAL GENERAL NOTES ltl1l1HlfOllwltUllDIOOCCOOE Z. 0l'I0-.c0Wl0l:~ lHEn OIlAWlNCS.ul[ 1'>0[ ~[Im' or ....rtc.. OUl!ONS PTT. l.D (NC;I~UIbNG stAI, <S D~l~ VAUD WH(N BUlWlOOC IS F'-8ltICATtD V~D(R r"E OI~[Cno.. OF ..._t[O< O[Sl(;ltS PI"I. liD. OllAwlNGS N1[ PlIOYO[o rOR SD\,[ JOURPOS[ Of" O"AIN..a SU'UlIItC P,ltIlllS. ~ G1'>o[R lIS[ OlIIl[PROO\ICTJCIN IS '1IOH8t'[O W1fitDvT.-noo Allfloo'JRll.O_ fllQll "'-1[0< OESlCNS 'TT. UO SOC....1\Jll€OF EIoCl""'ER. _"-IIJ. TJooEOUPUCA1lQ<t EOG>oI:[RACCEPISIfIl lNI<rORto.s!:Of I. lH$"1:CT1OMS: "IOS"1:cw"HSPECllONSAR[UIZ\IIII'[Of\'IHEcoYERMNCCOO(O/oIn"SJCB A>f"fQf..[RN$P[CTllIHSRf:OUrsf[01!/T8IJI\.DNl O[P....'...E..T S><Au. It[ 4T OW~[~'I [XPtNst. 7. SOl. R[(JUII("OITS' AllOWA8\.[$01I.9tAlI1NtVAW[NQICO,TEOONOIlAW!NGS"EETI OCCUR1...r12. BElOW rlNl$"C/W)[.OR lJ<IS1l>O:"'lUIW.CllAllE,OR :::~*C~~~5E:~Yro:1;~.ST~~llIN~RE ~ OfI_T~l <u ~ 011 It. :~~~...__ :re-o.o.TSlTI[NCTHOF UOO.... ~STlIENCTHCOItCll['1[ .....lIElISEO....TO'WNvrS~. fOlIIl'IItIStf-OIIIIA8IUTTPI.IlPO$[S.COIEJITS>WJ,C:OWPl.'tWl1'H4STl.lClSoO.l'TP[Z.0/005>W..I.C_NOI\~A5><. .ol.l COHCRET[ "'-"CEIoI[~T S-.L B[ '[fIf"O~,,[O lit ACCOROONCt _ IlC1 ST.....(WlO ,)C._at. "~Int4n0W5 rIM STIlUCTURAL. COItCREl'[fOlIl!\.lIlOINCS'.II'I1ICHISHERElTIMO["'PAIITOfTH[$EOOCUIl(N15. I:ONCllEl[~StW.I.~TO~AlI5.GAAI)[60f'OII'.__I.MC(lI.ClIAGE"'lfOll'J__ II'O,ll(QII'lR[ ~s><~..ff"~~.""::. ~S~0JsIlt.Tr8l0.~~ ~h~s[~u~~ - """'A't 'ETWUN COIJJIlNS...O...... 12'-0" FIlOIl WHIC:~ =~~f~~~~~or:,,= ~~tS~:f-.c~[=~~E~~'f.'i. .. STIlUCTUAAlSmLUCll.OR[..[NJS; AU.ST~STttl.S>WJ"CONF'OlIIlTllASl\oAJ'(F''''II..(J(JIIOOO..l.u.1I..0. AU.llOI.TS$lWJ.CDiff"GJlWTClASNAllH.U.lt.o. llOI.'HlClLOIAMCTEIISSlW.J.lI[l/I"lNIl;[R~"'IlMOW.1I0I.lQlAY(l'[R. AU.1OI$~....1lQ<tS>\IIU.I["IIIC(X)IIOANC["""NS/: 'COO(llF' ST_O PllACTlCt". CAST-""-Pl.ACEANCHOllllOl.lS.lfSP[CI"[0.I/A'tll[EIl'H[IIAJ01J~lIOlnWlTHSTO,'€NOORAJa ::~~~R:= ~~:. ~1l8ro1O[NT sPEl;lI'lEO ON QIIO.W\NCS 5....... 8E "[A$URlO FROW TIlP or J-801.! 8010 1M S>w.l lIE IN 4CCOII1WC[ WlI" TH[ ....'EST EllITllIN Cl6 nI( .....[llI(;AN _ ,\NO ,,:~~i~~~~J~~~It~?o~~~~;~~[ . :o;:::"s=u:S::: =U:;~OR~r~A8Il~n:~= AU. I.JC/ff GlU(;[ STUk. ..t\i.[RS W1'~ ... ~-"lQn. OF U' TIl ~..5" S......l >1"11[ ...... 'l..4>lCt STlFFtNO UPS or s/e'. VCHT COUCt STUl,.loOIlI(RSWIIM"'F'INlC(II'lQTI<OF LIl"II)4.S>w.l....IIt......F'INlC(SIlFrtXOrI.lP50f" J/.'. AU.rASl[lOEll$..lCHT(;AUCt...IDlW."S>w.lll[SP.ocroNOUSS~JllClI.TQIt.WET(IISIICI"Mt..C[HTVl$. ocsr.....a;,_ 'AST[NEltC[NItRTIllH(0l00lt[OO[Of"A>f"fUCIlTGAllCE..[W9[RI>W.I.TM:.....or1.'BOlTO\W['1[~ .......aOlTSS>\AU.CONf"OA.. TO A5TlI AJo1. .ou,.'l[l'ElI[NC[STIlSCltEWS CONN[CIIIfG l/ATERW. THClltR fIWl 20 gO. S....... liE "..~O S[!J-ORIWItG ItICS SCIIEWS. DEc:-..DlCIOoII'.SSO.JCC:OI'l)H;TIl__CAUCES..$IIAIJ.WEtTOltlJ<C[(OTH['O\.I..OlrI>oC< :1 "10. Ot:CIW.ol.~>fUs. IN. CA.i: w. OEt""I):Er"'[SS. lit. ~OE NO. OE~0'.:"6CllN[5S. I~ II. s!t[LMlOf'.....Ol'lAl.lPNI[LSjCIADQINCl; UQHT GOuOt snn IIDOF _ WAll .......[l$ SlWJ,. caNFllIIIl TO ...t S'[CIfICATllI~S or THE ST[(l O[C~ I<ISTm.stt AN~ ....Ift: ... WIlt. 1'I(lOSTIlEIOC1I'IlDf'llOOOO,... DEClIlAI.DIC~N[$$[$.ACCOllON:lTO__CAIJC($.SllAl.l.II[[fOOltxa:EOTllE'~ ~ NO. MC'I/Al:.NESS..... CA~~ NO. OWI/AI. J.':,~;:t". lit. tAUC~.ItO. OI:CII/AI. ~~~. IN 2. o.om 2e 11.01<0' JO 0.0120 S[tOETAlLSH/2A1olOI/2F'ORlIOOfANQII'AUPANElrASTt"ERTYP[$ANOSPACINCS. ROOF" &: WAll X-BRACING CONNECTION GIRT AND PURLlN FLANGE BRACING PGB ~~"~. ,,~ -~. nl5/'"O\lIl. k\ 0 ,:;O~o-:c.T1 ;;; ~~...~~:1 ISle soouu: _ I'IlIl$l2EINOT'I'l'Q HOlt: Corn:~.ol.l.llClI.ISON_l'I.ATEu:c1l. ---,;;;~ ~~..~ l.:..rPu..E (Zl "'. 0"". k\ ~~" ~~s ;;;' I~';~.~~, ""~- 1'OR5IZ(0H0""O NOTE: cttln:RAI.lllCll.I5ONM>IT......l[lLC$. BASE CONNECTION I BCE9 BASE CONNECTION ~~ t~~~~ : ~~,~ .~~~~~ tfi ~t8S ~~]e~ I~I ~(/) O(9NS:~ <(Z~~~ CO 0 ~:i:3 I-...J~~~ ::) _ 0::5:1- o => 1i(33 lJ) " ~ ~ /C3 a;;g ~ Eo-< Q ~ .....:l O,\~ CJ) C) o ....J roo ....J....J ~ W ....J ~~ W :J enen I- N J:W CJ) 0::: I-m ....J <( ~C9 ....J ::2: 3i~ <( "'I- 0::2: "'0:: _ 0 "'0 ll.. I- CL ::2: ii rW ~ ....J~ 0 0'" !i' o '" ~ Sl smr' .mJ 2/2712004 CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT N'? L6327 ...-- - '3 1)__~ '..:J o. ,'. #.J Port Angeles, Washlngton_______.__._um___________m____m_mmmm__m_____., 19___00'__ In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment In, on, or about any building or other structure in the City of Port Angeles, per- mission is hereby granted to do electrical work as listed below. Address __?!!.y.:J:{~i!f!J$.E.~~noooooo___oo_____m_mn___m_____ Occupancym_t"!e"_~"mm____________n___oo_oo Owner _q_____m_~!i._"::L{/~_'''m_oomm____mm___ Tenant..______m___m_____.uoo_______oo__mmmm____oo__m___m__m - - Wiring Contractor _&""_,'_"'=___!!_'L_,_m____mn____oooooo______n__m___ By_oo___oooomoom_m_mm____m__oooom_______oomm__________ Light Outlets___mm__.t.o;~.u..________.u. Service. volts u.l_P.__CJ/.'.::J::~m Type of Wiring: {,{U" .:$ Receptacle Outlets /- No wIres - Armored Cable .mm....................... :;::::~?'j:~~~- :=~:.~~~ ::.~~:::==: Metalllc Tubing .nUUu..m..nm..m. V... KW....hU_____._.._.....__.._........___.._n__ Hea', KWuu....._f?/....{--':~:'_'mBnlJ ... Type of wIring: Entrance Cable ............. Motors: size. volts and phase: 1&: _r :;:;;i;:::;;;.:~:::::::::::::::::::::::::::::: , ..--..-----..------.----------......--...-.-............... RigId Conduit _______.___n____ Metallic Tubing ....mm.hh.........._. Current transformers: No. & Size......__....__....._................__. Raceway ....................._........._........ Circuits. Llght.___.L.'u__m_uuu._nnnn____ Utility ______Cm.umnmm.n______mu.. c; Heat .nn__nn_....................._...._...... Range .....~~......._nn_.....___...........n c"\ ",>---~ .., Water Heater ..~..................._... Ser. No. .n__.n..nnn._........nn............... Motor ..._................_._n._._..___._........ Drycr_.........&n...._n_._..h..n_............. .Ser. NO.n_........................_n................ ........._.....................__.n.........._nn..._._ Furnace ..n....n....nn.......'__n................ ~\ .. Ser. NO......................................_.nn.. ::!l ?! Total I-oadun..~nn._._.............. Ser. No. ................._......nh......n....n.. Total ..._.....nn_....................... ~ Remarks: .unn.mn~__~~t?_~....,......":.......L:~~fi.,.~~~__.........mn___hnd___......m........hUu..m.nh...........n..._.____.._... , ___.._...__..._...h__n__nnnnn_nnn__~,nn.,7,;\::;;:,-:..-h..n......_.____nuuh.n..nnn.n.nnn_.nnn_n__nnnnnn__uuu.unn.u__..__..__._u__n_.._ . -:~_:E.~~-_~_~_~__~-_~~~_~-__~m--m--::~_~_~:~~~_~_~_~~~_~~___-_~--m-----oom---:~uj?z:~l~:::~;~;~~-~--g~:~~~~~:" NOTICE-Current must not be turned on until Certificate of Inspection has been issued. It work is to be con- cealed due noUce must be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION I . ( ! ELECTRICAL PERMIT N? 16327 Address..._....____......._...____.._....................................__..__._..__...__........................................_.....~.....Date..._......_.._......_.........._......_......__........ Owner ._........................._.............._.._.............._.._.n..........._.....n.........._u.....__.._u........... Tenant.......n.n___nnn...n_nn.n_.....n_.n..__.....nnn....... WirIng Contractor....n__nn.............................................._..............................__..........nn..........nn. By.n..._....................................................... NOTICE-Current must not be turned on until CertifIcate of Inspection bas been issued. It work is to be con- cealed due notice must be given the Inspector so that work may be inspected before concealment. ..' 1M Olympic Printers, Inc. j FROM L0~ FRX NO. Jul. 122004 12: 13PM P2 (iORr . . . "', ~... a . ','.., ~ .... ELECTRICAL PERMIT APPLICATION !"Olt DFPIClAL usn U!'O:.Y u.....ltn:: F.:.mil'; D.te~(o...1>d In.,., lu.,;' rhe E.iec;trical Permit Appli~\ion must be flUed out c:omDletBlv. PlellSli type or fTlprint in 1nk. If you h;ll'VG any questions, plea.. call (360) 041'7-4135 F.. numbor. (360) 417-4711 Propen.y Owner. Adclress' g ~ & \,.J lCl ~ t=[ .1. .. (> , < El,;E El8cV1ca1Contractor:-l-c .Dr,\r"lC t12;.,.lCJ...I j..flto_ Li""".e#: 5{8~CMexp: Addre..: ~ 1. o..~.t... If c~ ("J rcJ City Port ~ n ~J~~ INSTALLATION WIRED BV: 0 OWNER' '"'f.ELE~RICAL CONTRACTOR C/~-~ Exp. Date: '-J 5" '). -~ .,2'fr.0)(; Phooe: '1tr:l.-~J..j2'1 'i~7. '3 31/ Cn", Zip: 00- Phone:'-!'5J- ~'f:lf- Zip: 993 "2 Credit Card Holder Name: BIlling Address: Zip: Credit Card Number: VISA:_ MC: PROJECT ADIlRESS: R'23 w. " New l0~ ~n ~~) o Alleral on/Addition TYPE OF WORK: Check Bllthet apply: ')4. RBsidential 0 Multi-family .:J Remote Meter I\DetachBd garage Number of Circuits added or eltered: U Commercial 0 Mobile Home Sq. Ft o Hot Tub [) Swim Pool CJ Septic F>ump o Low Voltage D Telecom. o Sign . DESCRIPTION OF THE ELECTRICAL PROJECT: \A1,re) [J ~ r~JJlJ Electrical Heel Load Additions and or Subtractions Service Information o Baseboarn o Furnace o Heat Pump o Fen-Wall _KW KW TON LRA KW- )(l.ovBrnead Service n Temp Service o Underground Service Voltage: ~~ J -? '1 c) F>hase: '0 3 Service Size: ctn A feeder Slze:__ I hereby certify that I have read and examined this application and know that same to be true and correct, and I am authorized to apply for this permit. I understand it is not the City's legal responsibility to determine whatplimnJfs are required; it remains the applicants responsibility to determine what permits are required and to obtain such. Credit Card Holder's Signature: ~ 7J ~d Dale: il /1;; ,,1/ ~t ~L~JA~,J Date: I)J?, 1-O-!1 PERMIT FEE: $ ~d:-" 7 D Owner or Else. Cont Signature: C?K- &t ~( L- 7!1'j/Oi ~:/ELECTRICALPER I~IT APfo'LICA TION b ?/;7h,~