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;i <br /> t <br /> BUILDING CODE Permit#: B2003-032 <br /> 2015 INTERNATIONAL BUILDING CODE Site Address: 1514GRANDAVE <br /> Owner: KURTZ DAVID&PEGGY it i` <br /> DECK LOAD <br /> Tenant: [TenName] v. <br /> DEAD LOAD : 10 psf App.Date: 3/20/2020 Ix 4,o <br /> rr <br /> LIVE LOAD: 60 psf Proposed Use: SFR DETACHED - <br /> Description: REMOVE EXTG DECK&HOT TUB-INSTALL <br /> ROOF LOAD NEW DECK&STAIRS <br /> DEAD LOAD: 15 psf <br /> FLAT ROOF SNOW LOAD: 25 psf Reviewed By: Dater 26 �o 0 <br /> SNOW EXPOSURE FACTOR (Ce): 1.1 ti <br /> L. <br /> SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 XOffice Set Job Site Set Fire/Planning Set <br /> THERMAL FACTOR (Ct): 1.1 N< <br /> > �" v <br /> WIND DESIGN DATA 3r <br /> 1. BASIC WIND SPEED: 110 MPH N ,T z <br /> 2. WIND IMPORTANCE FACTOR (Iw): 1.0 01km <br /> BUILDING CATEGORY: II <br /> THESE DOCUMENTS HAVE NOT BEEN ;,-.W;n <br /> 3. WIND EXPOSURE: C APPROVED FOR THE ISSUANCE OF N <br /> 4-1 <br /> 4. Kzt = 2.0 PUBLIC WORKS,MECHANICAL, FIRE <br /> 5. INTERNAL PRESSURE COEFFICIENT: NA SUPPRESSION,ELECTRICAL OR m 0 <br /> ' 6. APPLICABLE WIND PRESSURE FOR PLUMBING PERMITS. cs) <br /> COMPONENTS AND CLADDING: NA <br /> CITY SESIMIC DESIGN DATA OF v y <br /> rm FOR PERMIT s, <br /> 1. SEISMIC IMPORTANCE FACTOR: 1.0 <br /> { SEISMIC USE GROUP: I j I I I <br /> 2. SPECTRAL RESPONSE ACCELERATION (Ss): 129.4% G I It <br /> 3. SITE CLASS: D (ASSUMED) 5 <br /> 4. SPECTRAL RESPONSE COEFFICIENTS (SDS): 86.3%G `, I I I <br /> 5. SEISMIC DESIGN CATEGORY: D z <br /> 6. BASIC SEISMIC-FORCE-RESISTING SYSTEM: CANT. TIMBER POST <br /> 7. DESIGN BASE SHEAR: SEE CALCULATIONS <br /> 8. SEISMIC RESPONSE COEFFICIENT (Cs): 0.690 <br /> 9. RESPONSE MODIFICATION FACTOR (R): 1.25 <br /> 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE <br /> w <br /> 1 FOUNDATIONS o 4 <br /> o <br /> 1. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE INTERNATIONAL z z ,_,- <br /> BUILDING CODE TABLE 1804.2. FOUNDATION WORK SHALL BE PERFORMED IN Q g <br /> ACCORDANCE WITH CHAPTER 18 OF THIS CODE. <br /> 2. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: <br /> ALLOW. SOIL BEARING = 1500 PSF V1AV <br /> SOIL FRICTION = .25 / { <br /> EQUIV. FLUID PRESSURES: PASSIVE PRESSURE = 150 PCF k , , <br /> 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18" BELOW THE UNDISTURBED GROUND -= -" <br /> SURFACE OR TO FROST DEPTH. ALL FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL `` <br /> OR UNDISTURBED NATURAL GRADE UNLESS OTHERWISE NOTED. gq '' <br /> .. 343ryry(p}3 ':.,. <br /> 4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING SHALL CONSIST OF THE ��" <br /> EXCAVATED MATERIAL AND/OR IMPORTED BORROW AND SHALL BE FREE OF ORGANIC "I <br /> MATTER, TRASH, LUMBER, OR OTHER DEBRIS. ALL WALLS SHALL BE ADEQUATELY <br /> BRACED PRIOR TO BACKFILLING. FILL AND BACKFILL SHALL BE DEPOSITED IN LAYERS Drawn O <br /> NOT TO EXCEED 8 INCHES THICK, PROPERLY MOISTENED TO APPROXIMATE OPTIMUM ''"e1"pc)5ya 1:c <br /> 0. e:07 @ 2020 <br /> REQUIREMENTS AND THOROUGHLY ROLLED OR COMPACTED WITH APPROVED EQUIPMENT IN <br /> SUCH A MANNER AND EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF 90% OF SPA J05NO. <br /> MAXIMUM POSSIBLE DENSITY AS DETERMINED BY ASTM 01557. HAND TAMPERS SHALL 9003 <br /> WEIGH AT LEAST 50 POUNDS EACH AND SHALL HAVE A FACE AREA NOT IN EXCESS OF <br /> 64 SQUARE INCHES. HAND TAMPERS MAY BE OPERATED EITHER MANUALLY OR <br /> MECHANICALLY AND SHALL BE USED WHERE LARGER POWER DRIVEN COMPACTION STRUCTURAL <br /> EQUIPMENT CANNOT BE USED. FILL OVER 12" DEEP SHALL COMPLY WITH A NOTES <br /> GEOTECHNICAL REPORT. S► .0 <br />