HomeMy WebLinkAbout1109 S. Cherry Street Address:
1109 S Cherry Street
PREPARED 6/26/15, 9:02:13 INSPECTION TICKET PAGE 1
CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY .. DATE 6/26/15
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ADDRESS . : 1109 S CHERRY ST SUBDIV:
CONTRACTOR SPECIALIZED CONCRETE PHONE (360) 683-5868
OWNER LAWRENCE L SAMPSON PHONE (360) 477-1805
PARCEL 06-30-00-0-3-4538-0000-
APPL NUMBER: 15-00000158 RES FOUNDATION ONLY
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PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
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BL1 01 3/04/15 JLL BLDG FOUNDATION FOOTING
3/04/15 AP March 4, 2015 10:03:57 AM jlierly.
Larry 477-1805
March 4, 2015 4:19:33 PM jlierly.
20 ufr installed near mater base/ panel/jll
BL2 01 3/06/15 JLL BLDG FOUNDATION STEM WALL
3/06/ AP March 6, 2015 8:58:32 AM pbarthol.
Larry 477-1805
March 6, 2015 4:35:21 PM jlierly.
BL99 01 6/2 /15 JL BLDG FINAL
June 26, 2015 9:04:17 AM pbarthol.
/ ' Larry 477-1805
------------ ------------------------- COMMENTS AND NOTES --------------------------------------
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number 15-00000158 Date 2/27/15
Application pin number . . . 449890 �1
Property Address . . . . . . 1109 S CHERRY ST
ASSESSOR PARCEL NUMBER: 06-30-00-0-3-4538-0000- REPORT SALES TAX
Application type description RES FOUNDATION ONLY �„
on your state excise tax form k�l
Subdivision Name
Property Use . . . . . . . . to the City of Port Angeles
Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502)
Application valuation . . . . 5500
Application desc
INSTALL NEW FOUNDATION
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Owner Contractor
LAWRENCE L SAMPSON SPECIALIZED CONCRETE
84 HEUSLEIN RD 3568 SEQUIM DUNGENESS WAY
PORT ANGELES WA 98362 SEQUIM WA 98382
(360) 477-1805 (360) 683-5868
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Permit . . . . . . BUILDING PERMIT -RESIDENTIAL
Additional desc . . NEW FOUNDATION
Permit Fee . . . . 151.75 Plan Check Fee 98.64
Issue Date . . . . 2/27/15 Valuation . . . . 5500
Expiration Date . . 8/26/15
Qty Unit Charge Per Extension
BASE FEE 95.75
4.00 14.0000 THOU BL-2001-25K (14 PER K) 56.00
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Other Fees . . . . . . . . . STATE SURCHARGE 4.50
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Fee summary Charged Paid Credited Due
Permit Fee Total 151.75 151.75 .00 .00
Plan Check Total 98.64 98.64 .00 .00
Other Fee Total 4.50 4.50 .00 .00
Grand Total 254.89 254.89 .00 .00
v1
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 has 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.
Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder)
T:Forms/Building Division/Building Permit
BUILDING PERMIT INSPECTION RECORD
- PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS—
Building Inspections 417-4815 Electrical Inspections 417-4735
Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886
IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED.
POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE.
Inspection Type Date Accepted By Comments
FOUNDATION:
Footings
Stemwall
Foundation Drainage/Downspouts
Piers
Post Holes(Pole Bldgs.)
PLUMBING:
Under Floor/Slab
Rough-In
Water Line Meter to Bldg)
Gas Line
Back Flow/Water FINAL Date Accepted b
AIR SEAL:
Walls
Ceiling
FRAMING:
Joists/Girders/Under Floor
Shear Wall/Hold Downs
Walls/Roof/Ceiling
Drywall Interior Braced Panel Only)
T-Bar
INSULATION:
Slab
Wall/Floor/Ceiling
MECHANICAL:
Heat Pum /Furnace/FAU/Ducts
Rough-In
Gas Line
Wood Stove/Pellet/Chimney
Commercial Hood/Ducts FINAL Date Accepted b
MANUFACTURED HOMES:
Footing/Slab
Blocking&Hold Downs
Skirting
PLANNING DEPT. Separate Permit#s SEPA:
Parkin /Lighting ESA:
Landscaping SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE
Inspection Type Date Accepted By
Electrical 417-4735
Construction- R.W. PW /Engineering 417-4831
Fire 417-4653
Planning 417-4750
Building 417-4815
T:Forms/Building Division/Building Permit
THE
QRT CITY OF lGELES For City Use
Permit#
0 N, U . S. Date Received: 2-19-16-
321 E 5th Street ate Approved
Port Angeles,WA 9836
P:360-417-4817 F:360-417-4711
Email:Vermits-@cityofpa.us BUILDING PEIRMITA
PLICATION
M!��
Project Address: 11alO $ 9614 ,,4Tele't Al-;? &�� 2
-160S-
Prima Contact: Phone: C,�O) L177-160S-
Name Email: is A e 4 -1�
Phone
Cc//I Gir. fo-1 r360) --Q3-
Property Mailing Address Email
Owner W&JAS 6L t7n i3kel-71 VA C,),,
Cit C* State
or' all;"q 7 zip,,,-3
Name Phone
Contractor Address Email
Information city State Zip
Contractors License# Exp.Date:
Legal Description: Zoning: Tax Parcel # Project Value: (materials and labor)
I S 'r
,5--C7') -
Residential Commercial ❑ Industrial 0 Public ❑
Permit Demolition ❑ Fire 11 Repair 13 Reroof(tear off/lay over) ❑
Classification For the following, fill out both pages of permit application:
(check New Construction 1:1 Exterior Remodel 11 Addition El Tenant Improvement ❑
appropriate) Mechanical El Plumbing 13 Other 0
Fire Sprinkler System? Irrigation System? Proposed Bathrooms Proposed Bedrooms
Yes [3 No Ja Yes 13 No ;I
Project Description PJ-1 6
Is project in a Flood Zone: Yes 13 NqB Flood Zone Type:
If in a Flood Zone, what is the value of the structure before proposed improvement? $
I have read and completed the application and know it 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 and to
obtain permits prior,
to work. I understand that plan review fees are not refundable after review has
occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is
issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application
will be considered abandoned and the fees will be forfeited.
9 113—
Date Print Name
Signature
Residential Structures
Existing Proposed Construction For Office Use
Area Descriptions (SQ FT) Floor area Floor area $Value new
Area
Basement
First Floor
Second Floor
Covered Deck/Porch/Entry
Deck(over 30" or i" floor)
Garage
Carport
Other(describe)
Area Totals
Commercial Structures
Construction For Office Use
Area Descriptions(SQ FT) Existing Proposed $Value new
Floor area Floor area area
Existing Structure(s)
Proposed Addition
Tenant Improvement?
Other work(describe)
Site Area Totals
Lot/Site Coverage Calculations
Lot Size (sq ft) Lot Coverage (sq ft) %Lot Coverage(Total lot cov_lot size) Max Bldg Height
Site Coverage (Sq Ft of all impervious) %of Site Coverage (total site cov_lot size)
Mechanical Fixtures
Indicate how manyofeach a of fixture to be installed or relocated as art of this project.
Air Handler Size: # Haz/Non-Haz Piping Outlets:
Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) #
Boiler/Compressor Size: # Heating/Cooling appliance #
Boiler/Compressor 7�
repair/alteration
Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas #
portable) Fireplace/Gas Stove/Gas Cook Stove/Misc.
Fuel Gas Piping #of Outlets: Ventilation Fan,single duct #
Furnace/Heat Pump/ Size: # Ventilation System #
Forced Air Unit
Plumbing Fixtures
Indicate how many of each type of fixture to be installed or relocated
Plumbing Traps # Fuel gas piping #of Outlets:
Water Heater # Medical gas piping #of Outlets:
Water Line # Plumbing Vent piping #
Sewer Line # Industrial waste pretreatment
interceptor Grease Trap) Size
Other(describe):
T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx
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FOUNDATION VENTING
VENTS CRAWL SPACE AREA VENTING RATIO =m
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6"x8"x16" CAST IN PLACE 676 SF 1:150 w w
VENT AREA PER
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VENT 0.50 SF VENTING AREA REQ'D 4.5 SF CUTBACK EX.BEAMS AND = M z
PROVIDE P.T.46 POST TO a w s w
TOTAL REQ'D=9 EXTENDED FOOTING AS SHOWN w zo
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EXTEND 8"FOR 16"(TYP.) a LL
29'-9"±
GENERAL NOTES
1. ENGINEERING DESIGN LOADS: U
0
w
ROOF LIVE LOAD:25 PSF(SNOW)ELEVATION<625'
WIND LOADING BASED ON:130 MPHIEXPOSURE"C" 1'_4" m Q.
0
SEISMIC ZONE: D PER I.B.C. I ( I I of
2. CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ALL � I O
APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE I I ! 1
2012 EDITION OF THE INTERNATIONAL BUILDING CODE. r 7 5'-6"O.C.MAX.
SOIL NOTES IX I L J r r- 1 (- -I LENL
1. FOUNDATION DESIGN IS BASED ON:SOIL BEARING CAPACITY ( ( L J L J L J L J lL W Q
OF 1500 PSF PER I.B.C.TABLE 1806.2. SQ
1.6„, I W Z
2. ALL FOOTINGS EXCEPT WHERE NOTED OTHERWISE ON PLANS I I F -I
SHALL BE SET AT LEAST 12”INTO UNDISTURBED EARTH OR ry
CERTIFIED COMPACTED FILL. I I L I J I ( a 0
3. ANY UNUSUAL SOIL CONDITIONS SUCH AS ORGANIC SOILS, ��//� * Lu
cc~
CLAY POCKETS OR UNCERTIFIED FILLS SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. < � O
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_ r 16"SQUARE BY 8" 1 t t p O a" Q z
1 THICK FOOTINGS. L J L J Cr
L J L J � "'
L J LOCATE AT EX.POSTS 5'-6"O.C.MAX. O o _
AND NO FURTHER a
THAN 5'-6"O.C. SEE
DETAIL C/S2 I w Z
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en7I I I
FILE SCALE:
I I � I I DATE:
r � I � 2/11/2015 r 5'-6"O.C.MAX.
FILE:
The lssw=of this Ppb bused�dhesc Ph■s I I L J 15014_D2 FND_PLAN
specificatimhs and other data am Pheveat dw L J L J L J L J JOB No:
building oft ud fivo dhc"Aw nquhhiud do 15014
correction of etrora in said plain,spethfications and I ( ( B
other data or from preventing building operations
being carried on thereunder when in violation of sU I ti I` 1 t'J
codes and ordinances of this jurisdictiomR.
ALL WORKS 13J CFTTO FIELD APPROVAL I / ( 5� �j WF 71
Dft y
2 "� � TLJ - - - - - - - - - - - -
/ 17,-4..+
0, F
JJ /� p 43658
Dn TYPICAL WHERE WALL �SS70NAL ENG\
PROVIDE CRAWL HEIGHT EXCEEDS 24"
1 �EXISTING I � ACCESS MIN.16x24;
FOUNDATION FIELD LOCATE
111 ii �i I I SHEET
C-v 06�— S I
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EX.WALL FRAMING ATTACH RIM OR JOIST TO SILL
PLATE WITH A351 CLIP @ 24"O.C. ATTACH RIM OR JOIST TO SILL
EX.SIDING MAX.WITH SD#9 x 1y"SCREWS EX.WALL FRAMING PLATE WITH A35Z CLIP @ 24"O.C.
CONCRETE NOTES EX.DECKING
EX.SIDING MAX.WITH SD#9 x 1y"SCREWS
NEW 2x6 RIM WITH(3)16D NAIL 7 77=7 EX.DECKING
1. CONCRETE SHALL BE A COMMERCIALLY AVAILABLE TRANSIT-MIX PROPERLY PROPORTIONED TO EACH EXISTING JOIST NEW 2x6 RIM WITH(3)16D NAIL m
y"0 x 10"A.B. 48"O.C.AND WITHIN 12"
AND DELIVERED TO THE SITE IN READY-MIX TRUCKS. AGGREGATE SIZE SHALL BE A MAXIMUM OF @ TO EACH EXISTING JOIST c z
1Yz"IN FOUNDATIONS AND 30"AT ALL OTHER LOCATIONS. SLUMP SHOULD NOT EXCEED 4". CURING OF ENDS OF SILL PLATE WITH 3x3x3/s' Yz"0 x 10"A.B.@ 48"O.C.AND WITHIN 12" r w
PLATE WASHERS. 3 w< @J
COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL OF ENDS OF SILL PLATE WITH 3x3x/fi' —o
TOWELING. EX.2x6 JOIST
PLATE WASHERS. u;
[6"
P.T.2x6 SILL PLATE _
AT 24"O.C. Z e
2. ALL CEMENT SHALL CONFORM TO THE ASTM STANDARD C-150. ALL AGGREGATE SHALL 2x6 SILL PLATE EX.2x6 JOISTo
CONFORM TO ASTM STANDARD C-33. ALL REINFORCING BARS SHALL CONFORM TO ASTM AT 24"O.C.STANDARD A-615 AS FOLLOWS: )#4 BAR CONT @ TOP
#3-#5 BARS AND WWM-GRADE 40 $ENEWP.T.
(i)#4 BAR CONT @TOP
#6 BARS AND LARGER-GRADE 60 G La
ALL REBAR TO BE WELDED SHALL BE ASTM A706 STEEL. PREHEAT ALL BARS#7 AND LARGER PER °
016
AWS D14-92. PREHEAT NOT REQUIRED FOR BAR SIZES#6 AND SMALLER. #4I J BAR @ 24"O.C. a.
X 6" ° I #4LJ BAR @ 48"O.C.
3. CONCRETE USED FOR BASEMENT WALLS(NOT EXPOSED TO WEATHER),BASEMENT SLABS, < a X 6" U
FOUNDATIONS AND INTERIOR SLABS ON GRADE EXCEPT GARAGE SLABS SHALL HAVE A MINIMUM 1 (�
r 0
28-DAY COMPRESSIVE STRENGTH OF 2500 PSI AND SHALL NOT CONTAIN LESS THAN 5 SACKS OF 4"0 DOWNSPOUT TIGHT ° I 0 (�
CEMENT PER CUBIC YARD. LINE IF REQUIRED Z (/� o
FINAL GRADE SLOPE
4. CONCRETE USED FOR BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS,PORCHES, AWAY FROM FTG. a FINAL GRADE SLOPE 4"0 DOWNSPOUT TIGHTLINE IF REQUIRED
CARPORT SLABS,GARAGE SLABS,STEPS EXPOSED TO WEATHER,AND OTHER VERTICAL AWAY FROM FTG. a
CONCRETE WORK EXPOSED TO WEATHER SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE (2)#4 BAR CONT @ BTMLL� w
STRENGTH OF 3000 PSI AND SHALL NOT CONTAIN LESS THAN 5-Y SACKS OF CEMENT PER CUBIC / ^
YARD.CONCRETE SHALL ALSO BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME) / / 6 MIL.VAPOR BARRIER j (2)#4 BAR CONT @BTM � --I
SHALL NOT BE LESS THAN 5%OR MORE THAN 7%. 6 MIL.VAPOR BARRIER LU Z
z /
SQ Lu 0
5. WHERE DIMENSIONS OF REINFORCING IS INDICATED ON PLANS,DIMENSIONS ARE FOR = O. ° z W Z --
STRAIGHT LENGTHS OF BAR ONLY.THE BENT SECTION OF BAR IS NOT INCLUDED IN THE LENGTH Y\ 4
°
INDICATED ON PLANS. ® ® �� 4
6. A STANDARD HOOK IS DEFINED AS A 90°BEND PLUS A STRAIGHT LENGTH OF BAR EQUAL TO 1216" \ / Z a O
BAR DIAMETERS. \ / / / /' UNDISTURBED IL Uj
UNDISTURBED �W
NATIVE SOIL Lu N
7. SPLICES IN CONTINUOUS REINFORCEMENT SHALL LAP AS NOTED ON THE PLANS AS FOLLOWS: A FOUNDATION DET AILCO
GRADE 40 REINFORCING BARS: MINIMUM OF 32 BAR DIAMETERS B FOUNDATION DETAIL NATIVE SOIL O Q
GRADE 60 REINFORCING BARS: MINIMUM OF 48 BAR DIAMETERSco Cc
Scale: N.T.S. z
8. UNLESS SHOWN OTHERWISE,THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" NOTES. S Scale: N.T.S. o= a z J
WHEN PLACED DIRECTLY AGAINST EARTH AND 2"FOR ALL OTHER LOCATIONS UNLESS SPECIFIED W W
ON THE PLANS. 1.THIS DETAIL IS GENERAL IN NATURE. Q 2 Z
SITE CONDITIONS MAY VARY. SIMPSON SET-XP EPDXY GROUT;EMBED#4 BARS Z > > -
10. CONCRETE DESIGN IS BASED ON A 28-DAY COMPRESSIVE STRENGTH OF 2500 PSI,HIGHER 2.PROVIDE REBAR DOWEL AT ALL 4"MIN.,#5 BARS 6"MIN INSTALL EPDXY PER Q o CC _ �
EX.2x6 JOIST O
@ 24"O.C. POSSIBLE LOCATIONS. MANUF.RECOMMENDATIONS
VALUES ARE SPECIFIED FOR DURABILITY ONLY. EX.6x6 BEAM g OL
3.SPECIAL INSPECTION MAY BE WALL REINFORCEMENT ~
REQUIRED BY LOCAL JURISDICTION. PER PLAN w Z
18"x12"%6 OSB GUSSETS w
EACH SIDE,SECURE WITH F v
POST INSTALLED ANCHOR NOTES: 8D NAILS AT 6"O.C.E.W. SCALE:
N NEW FOUNDATION NOT TO SCALE
1.ADHESIVE ANCHORS:ANCHORING ADHESIVE SHALL BE A TWO-COMPONENT HIGH SHIM AS WALL PER PLAN
SOLIDS,EPDXY-BASED SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD
CARTRIDGE AND DISPENSED THROUGH STATIC-MIXING NOZZLE SUPPLIED BY THE NEEDED DATE:
Z 2/11/2015
MANUFACTURER.THE ADHESIVE ANCHOR SHALL HAVE BEEN TESTED AND QUALIFIED a
FOR PERFORMANCE IN CRACKED AND UNCRACKED CONCRETE PER ICC-ES AC308.
Cr v w FILE:
ADHESIVE SHALL BE SET-XP EPDXY-TIE ADHESIVE FROM SIMPSON STRONG-TIE,OR NEW P.T.6x6 a 15014_D2 FND PLAN
APPROVED EQUAL.INSTALL PER MANUFACTURE'S RECOMMENDATIONS.SPECIAL
_ >
INSPECTION REQUIRED 0 EX.FOUNDATION JOB N0:
WALL 15014
2. MECHANICAL ANCHORS: PROVIDE DOWEL AT ALL LOCATIONS
EXPANSION:WEDGE ANCHORS SHALL BE AN IMPERIAL-SIZED STEEL NEW REINFORCEMENT ABUTS
THREADED STUD WITH AN INTEGRAL CONE EXPANDER AND A THREE-SEGMENTED ABA66Z OR RPBZ EXISTING FOUNDATION 1L ^
EXPANSION CLIP.THE STUD SHALL BE MANUFACTURED FROM CARBON STEEL AND POST BASE 16"SQUARE CONCRETE ( rig
THE EXPANSION CLIP SHALL HAVE TWO UNDERCUTTING EMBOSSMENTS PER FOOTING;MIN.8"DEEP (1 R hF
SEGMENT AND BE MANUFACTURED FROM 316 STAINLESS STEEL.THE ANCHOR SHALL 5 OF A Pi
HAVE BEEN TESTED AND QUALIFIED FOR PERFORMANCE IN CRACKED CONCRETE Z F. 'I/CT0
PER ACI 355.2 AND ICC-ES AC193.ANCHORS SHALL BE STRONG-BOLT WEDGE ¢ � OZ
ANCHORS FROM SIMPSON STRONG-TIE.INSTALL PER MANUFACTURE'S 6 MIL.VAPOR a
RECOMMENDATIONS. BARRIER w w
EX.FOOTING
SCREW:ANCHOR SHALL HAVE 360°CONTACT WITH THE BASE MATERIAL AND °o a' a
SHALL NOT REQUIRE OVERSIZED HOLES FOR INSTALLATION.FASTENERS SHALL BE p
MANUFACTURED FROM CARBON STEEL,AND ARE HEAT TREATED.ANCHORS SHALL N a NEW FOOTING OC FFG/ST 436 o
BE ZINC PLATED IN ACCORDANCE WITH ASTM 8633 OR MECHANICALLY GALVANIZED sr j!I 4
IN ACCORDANCE WITH ASTM 8695,THE ANCHOR SHALL HAVE BEEN TESTED AND rn ® °. 4 ® a on NEW AND OLD FOOTING THICKNESS PER PLAN SS70NAL ENG
® ® �� °"uo MAT NOT MATCH,FIELD VERIFY
QUALIFIED FOR PERFORMANCE IN CRACKED CONCRETE PER ACI 355.2 AND ICC-ES \ / 1'-4"
ANCH ANCHORS ARE NOT TO BE REUSED AFTER INITIAL INSTALLATION.SCREW / \ \ \ \\ \\ �\\ \ FOOTING REINFORCEMENT
MANUFACTURER'S RECOMMENDATIONS.RS SHALL BE TITEN UNDISTURBED
FROM SIMPSON STRONG-TIE.INSTALL PER UNDISTURBED \ �\ �\ /\ �\ PER PLAN
SHEET
NATIVE SOIL C POST DETAIL D NEW EXISTING FOUNDATION CONNECTION S2
s 2 Scale: N.T.S. S 2 Scale: N.T.S.
OF 2