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2002 OAKES AVE 2020 Plans 2022-12-01
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2002 OAKES AVE 2020 Plans 2022-12-01
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Last modified
12/1/2022 8:37:28 AM
Creation date
12/15/2021 9:37:30 AM
Metadata
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Template:
Address Document
Street Name
OAKES AVE
Street Number
2002
Permit
B2011-025
Year
2020
Notes
Replace extg garage with new garage
Address Document Type
Plans
Imported From Microfiche
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NAILING SCHEDULE <br />I � i <br />UPLIFT TRANSFER. PROVIDE SIMPSON H2.5A AT EACH END OF <br />PROVIDE 2X4 SOLID FLOCKING ON ALL UNSUPPORTED EDGES OF PLYWOOD ON SHEAR WALLS. 2X4 FRAMING. SHEATHE EXTERIOR WITH 7/16a" OSS <br />FOR LAP SIDING. <br />UNBLOCKED ROOF DIAPHRAGMCALL. ALLOW 13°®0" LONG TOTAL. (5"+ ") = 10" AND CQ=0.75 USED <br />ROOF SHEATHING MAILING: SHEAR SHEAR FOR. SHEAR. <br />LOADLOADC <br />BORDER: 6d COMMON @ 6" OC (Ib/ft) (Ibift) NAILING: <br />EDGE: 6d COMMON @ 6" OC EDGE: 6d COMMON @ 3" C <br />FIELD, 3d COMMON @ 12" OC F251167 FIELD: 3d COMMON @ 12°" OC <br />51�/l6„ <br />w <br />im <br />0 <br />Im <br />SSTS16 SSTB16 <br />�61 N1 6" <br />ANCHOR S®LT MAX. SPACING, <br />END DISTANCE, EDGE <br />DISTANCE, MINIMUM <br />EMBEDMENT, & MINIMUM END <br />DISTANCE PER FOUNDATION <br />PLAN NOTES ON S3. <br />E <br />i <br />9 <br />SSTI316 3`X3` LANI3[N SSTI316 <br />I �61 513J <br />16 ' 6'. —4— <br />CALL. ALLOW CALL. ALL®V" <br />SMEAR SHEAR SMEAR SHEAF <br />LOAD LOAD SHEAR WALL SCHEDULELOAD LOAD <br />(Iblft) (Ib/ft) (Ib/it) (Ib/frk) <br />2X4 FRAMING. SHEATHE EXTERIOR WITH 7/16" OSE <br />FOR LAP SIDING. <br />414 443 30°-0" LONG TOTAL. 30` USED FOR SHEAR. 23 172 <br />NAILING: <br />ED EDGE: 8d COMMON @ 6°" OC <br />FIELD: 3d COMMON @ 12"m OC <br />NO HOLDOWNS REQUIRED. <br />TOENAILBLOCKING mm <br />2X4 FRAMING. SHEATHE EXTERIOR WITH 7/16" OSS <br />FOR LAP SIDING. <br />207 240 30'-0" LONG TOTAL. (6"+ "+6"+6') = 24" USED FOR 35 172 <br />SMEAR. <br />NAILING: <br />EDGE: 3d COMMON @ 6" OC <br />FIELD: 6d COMMON @ 12" OC <br />NO HOLDOWNS REQUIRED. <br />im <br />'T'VHEN PERFORATED SHEAR WALL DESIGN IS DESIGNATED, AREAS ABOVEAND BELOW OPENINGS ARE USED IN SHEAR CALCULATIONS-. <br />REFER TO ANSIIAWC SDPWS. <br />2C4 TREATED <br />PLATE TYPIC) <br />WALLS (I. <br />9 <br />I <br />III <br />3'-G " DEADER <br />2-2X4HF#2CAR <br />2- 1 3/4" X 3 1 /2" LVL <br />Imo.I <br />�fE <br />EQUIVALENT: <br />L 0 <br />_.E ,. <br />! , , <br />MP <br />L SJ2 4 <br />C <br />8 <br />A 5I <br />� <br />a <br />00 <br />Dill <br />HTTI / 3 t 2 <br />�> <br />0 Zat <br />LLc') <br />X <br />ass � r <br />cat E <br />ry,> <br />0 caa <br />LuLl-rO <br />Z41co <br />0 r <br />B <br />:at <br />fy > <br />u cq <br />® <br />Cat v <br />r <br />ti co <br />Q � � <br />QV p, <br />4a6 c � <br />C'4 s <br />Cai <br />o- 1 t =1 <br />Sheet <br />a '< $ C7 :� <br />INV ax ulk <br />*, <br />Sleet 2 of 3 <br />
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