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A Benchmark Is Required on Site
<br />To Verify Ap 'High"
<br />, & 'Heigh"
<br />*2
<br />181-011
<br />WALL A ELEVATION
<br />1FEUBLi IS NOT POSETIONED A, S
<br />INDICATED ON APPROVED SITE PT,,k-.Nr,
<br />A NEIN SITE PLkN SH�ALL BE, SliBMIT-i
<br />TENO FUIRTIIEIFey INSPECTIONS WILL
<br />BE �,i ON THIS PR0JEC-311 UNTILT,-t',lZ
<br />REVISERD SITE PLAN HAS BEEN APPRO,'t�,-
<br />ED BY THE BIJILDINGIPUBLIC W�ORKS
<br />D E, P TS
<br />GRADING AND DRAINAGE
<br />PrOvfs%)T'L3 s be rnade for the control and drainage o"Isurface
<br />water aro�und buildings Lev: guitters, drain lines, iniets and catch
<br />basins or other necessary drainage structures and shall be Installed
<br />where st0i'm water disposal cannot be obtained iii their use or
<br />where erosion cannot be preverited by fin�sh gradinc, and piantingy.
<br />Dry wells shali riot be installed in areas where the soil is not weli
<br />drained ai-idjor porous.
<br />2. Grading shall be provIded to insure.
<br />L (a) Diversion of water away ifforn builcHngs.
<br />Prevention of stand�ng ,ii and soil sa,"uratmn detrjm, ental
<br />to structures and iot use.
<br />(C) That natural drainage channlels orbashis are not bliociked or
<br />oiled,
<br />,(,d) Provisio,ns for the disposal Of 1water. from a lot,
<br />i?e) Protection of adjoining propeirti
<br />VA7 ON 7L, I 18, 1 /
<br />INUOUS
<br />T VENTS
<br />3 OVER
<br />ZAP OVER
<br />I
<br />FINISHED GRADE ABL;r,,h02J
<br />DIMENSIONS SHOWN ARE
<br />NOMINAL - CUSTOMER TO
<br />CONFIRM FINISH OPENING WITH
<br />TUFF SHED REPRESENTATIVE
<br />Roof tli to be designed
<br />and drawing prepared by
<br />ie State licensed structuraii
<br />engineer,
<br />CONCRETE -ENCASED ELEC7ROVE2
<br />(UFER GROUND) REQUMED
<br />PER NEC 250-60
<br />(INSPECTED AT FOOTINGS)
<br />Add itional PsrM, its Are, ReqUfired
<br />For This Project To Incilude:
<br />PWMbjn,"q
<br />Me
<br />. chanical
<br />E I e c td, ce i
<br />11177 1 Ir-iii
<br />WALL C ELEVATIO N, 3('
<br />Sprimid er
<br />Fire Alan
<br />3 3 OVER
<br />ZAP OVER
<br />3
<br />CC'S Pe, r
<br />5% DOWNSLOPE F(
<br />MINIMUM ON ALL �
<br />1113T. �0s 0
<br />DRAWING INDEX
<br />S1 - PROJECT NOTES, ELEVATIONS
<br />S2 - PLANS, SHEAR WALL SCHEDULF
<br />S3 - SECTIONS, DETAILS
<br />I i
<br />yill
<br />WALL B ELEVATION
<br />1:11 ligi
<br />f
<br />EALYL ELIEVAT10,1\13 L-AILCW 11710U�
<br />A = I 'LIZ., ',s_
<br />9= 07— 5'
<br />,C = 102, 0'
<br />D, z 10 1 &_
<br />A & i C-, 4 L 1�09,3 I D? . I " iwt ru&�'7 BA sir F Lv,.,v-n o im mu s o se- er_- s i —iE PLIa iv
<br />-4- Al AX I AJ) LAY) P-L-1 GlY T Z9, 1 "(FE-E T)'
<br />7--IZ2, 1' f1KAx1&AbhY\ frIO/NiIJ ALLOW&-A.`�
<br />171WITUT.MarwrNallwa
<br />iii--- P'44'k I g 3u
<br />SHINGLES
<br />3 OVER
<br />SAP OVER
<br />SLY RED
<br />A SL - I D 2. 11 Ll
<br />SHINGLES
<br />91�11111111
<br />DESIGN REQUIREMENTS
<br />1. GO ERNIN ODES: 2015 IRC
<br />OCCUPANCY REQUIREMENTS: GROUP U
<br />CONSTRUCTiON TYPE: V-B
<br />2. DESIGN SCHEDULE
<br />A,
<br />BUILDING SIZE
<br />VVIDTH: 181
<br />LENGTH: 34'-0"
<br />SIDE WALL HEIGHT: 9'-1 1/8"
<br />TOTAL HEIGHT: 116-0 118"
<br />Ole
<br />B.
<br />BUILDING LOADS
<br />ROOF LIVE LOAD: 25 PSF
<br />ROOF DEAD LOAD: 10 PSF
<br />LOFT LIVE LOAD: 30 PSF
<br />LOFT DEAD LOAD: 10 PSF
<br />C.
<br />DESIGN WIND
<br />110 4 177
<br />3 SECOND GUST, Vuit: 110 MPH
<br />WIND EXPOSURE: C
<br />D.
<br />SEISMIC DESIGN CATEGORY: D
<br />E.
<br />SITE CLASS: D
<br />F.
<br />ROOF PITCH: 8/12
<br />3. ROOFING SCHEDULE
<br />A. ROOF SHEATHING SHALL BE APA RATED 7116" THICK OSS WITH FOIL
<br />BACKING. STAGGER LAYOUT PER APA CONDITION 1.
<br />-B. Pi #24116 MIN UNBLOCKED.
<br />C. SHEATHING NAILING SHALL BE PER NAILING SCHEDULE. CD
<br />D. LIFETIME DIMENSIONAL ASPHALT SHINGLES (U.N.O.). _.
<br />c)
<br />E. GAF FELTBUSTER. isl
<br />,F. TYRE 'D'METAL DRIP EDGE FLASHING REQUIRED ALL SIDES. 00
<br />G. TRUSSES SHALL BE SPACED @ 24" OC. u P4 P (D
<br />H. SEE SEPARATE TRUSS SHEETS FOR TRUSS FRAMING AND MATERIALS. PL, -4:� Z �:)
<br />-e,
<br />I. TRUSSES MUST BE BRACED ACCORDING TO THE LATEST EDITION OF W
<br />THE BUILDING COMPONENT SAFETY INFORMATION "GUIDE TO GOOD
<br />PRACTICE OF METAL PLATE CONNECTED WOOD TRUSSES" (SCSI)
<br />J. TRUSS CONNECTION PLATES'EAGLE METAL PLATES'.
<br />K. THE TRUSS PLATE INSTITUTE (TRIM (NER CAA 430) IS THE INSPECTION -In
<br />AGENCY'' RESPONSIBLE FOR IN -PLANT INSPECTIONS.
<br />L. TRUSS MANUFACTURER: TUFF SHED, INC. z U >
<br />z
<br />4. WOOD FRAMING z P4
<br />A. ALL WALL FRAMING MEMBERS SHALL BE HEM -FIR (HF) STUD GRADE OR
<br />BETTER.
<br />S. STUDS SHALL BE SPACED @ 16" OC. uJ
<br />00 (D
<br />C. FASTEN EXTERIOR WALL SHEATHING TO FRAMING PER MAILING M
<br />U-)
<br />SCHEDULE. 0
<br />CO
<br />D. PROVIDE SOLID BLOCKING AT ALL HORIZONTAL JOINTS OCCURRING IN
<br />BRACED WALL PANELS.
<br />E. SHEAR WALL MATERIAL SHALL BE AS SPECIFIED IN SHEAR WALL < 0
<br />SCHEDULE. z (D F. SHEAR WALL NAILING SHALL BE AS SPECIFIED IN SHEAR WALL > LL (N 0 C)
<br />SCHEDULE- < co j_�
<br />N 3 CD M
<br />5. SOIL LC) 7 Z <
<br />0
<br />�
<br />A. MIN. REQUIRED SOIL TYPE SHALL BE CLAY, SANDY CLAY, SILTY CLAY, OR R U) (0 F-
<br />CLAYEY SILT (CL, ML, MH & CH). PRESCRIPTIVE ALLOW0
<br />ABLE SOIL a- . - C 0 n _J
<br />Lu L-
<br />BEARING PRESSURE USED IN DESIGN IS 1500 PSF AT 12" DEEP. VALUES CD U) F-
<br />ARE F= co
<br />ARE PER TABLE R401.4. 1. 0 Lu
<br />B. IN THE EVENT OF THE DISCOVERY OF EXPANSIVE SOILS, THE SERVICES Z x < C) U.J
<br />co a) (0 >
<br />OF A SOILS ENGINEER MAY BE REQUIRED. (D a) B0 :R
<br />C. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATURAL SOIL. I a- 0 (0
<br />D. IN THE EVENT EXCAVATIONS REVEAL UNFAVORABLE CONDITIONS, THE 0 Z
<br />SERVICES OF A SOULS ENGINEER MAY BE REQUIRED. 0 Z Lu
<br />>
<br />LU Lu
<br />6. PERMIT =
<br />A. PERMIT APPLICATIONS, WHERE NO PERMIT IS ISSUED, SHALL EXPIRE Ju Lu W
<br />PER LIMITATIONS SET BY LOCAL CODES. SECTION R105. 00- J
<br />& JOB CARD REQUIRED TO BE AVAILABLE FOR SIGNATURE AT JOB SITE z 0 LL ox
<br />Co CL F- 0 LU CO
<br />GENERAL NOTES CD LU IL = —
<br />z Lu Lu CIO Lu Lu
<br />1. GENERAL J% x
<br />z W M LL Ch
<br />A. ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. u- LL
<br />3: W —_ < 0 Lu
<br />BUILDER SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES, = C)
<br />TREES, UTILITIES, ETC. <Waco F- F-UjCOW
<br />B. BUILDER IS RESPONSIBLE FOR SAFETY OF BUILDING DURING 0 z a: z z 1
<br />CONSTRUCTION. PROVIDE ALL SHORING OR BRACING AS REQUIRED
<br />AND PER GOVERNING REGULATIONS.
<br />Lu 75 LL <
<br />C. ALL WOOD CONSTRUCTION CONNECTORS REFERENCED IN THIS W, =
<br />DRAWING SHALL BE SINIPSON 'STRONG -TIE' OR EQUIVALENT INSTALLED F
<br />PER MANUFACTURER'S SPECIFICATIONS.
<br />IN CD
<br />D. GREEN VINYL SINKER NAILS DO NOT MEET THE NAILING REQUIREMENTS 'r Y
<br />00
<br />OF COMMON NAILS. o LLJ
<br />71 z
<br />C
<br />2. PLYWOOD DIAPHRAGMS C,3
<br />C;3
<br />15/32° CDX PLYWOOD OR 7/16" OSB.
<br />uJ L < 2 1 CWI)
<br />W
<br />3. MATERIAL EVALUATION REPORT IDENTIFICATION Q? m L)
<br />I I U) 3: (jw
<br />A. TRUSS CONNECTION PLATES BY EAGLE METAP�P, ER,"- 3: >
<br />C:, "if
<br />En to Li 5 Ci 'Wo
<br />ICC-ES REPORT #ESR-1 082. � ,) C., __ ,, ". - WW
<br />u- = Q�
<br />i " 0
<br />B. SMARTSIDE SIDING BY LP CORPORATION PER
<br />< CO
<br />ICC-ES REPORT #ESR-1301.
<br />D
<br />C. HARDIEPANEL SIDING BY JAMES HARDIE BUILDING PRODUCTS PER 0
<br />ICC-ES REPORT #ESR-1844.
<br />D. HARDIEPLANK LAP SIDING BY JAMES HARDIE BUILDING PRODUCTS PER p >:
<br />]CC -ES REPORT #ESR-2290.
<br />E. LAMINATED VENEER LUMBER (LVL) BY WEYERHAEUSER PER W
<br />ICC-ES REPORT #ESR-1 387.
<br />F. ASPHALT SHINGLES BY GAF PER lCC-ES REPORT #00
<br />ESR-1475. 0 of
<br />G. HDU PRE -DEFLECTED HOLDOWNS BY SIMPSON STRONG -TIE PER Em4
<br />ICC-ES REPORT #ESR-2330. Drawn By: TS
<br />H. SSTB ANCHOR BOLTS BY SIMPSON STRONG -TIE PER I
<br />ICC-ES REPORT #ESR-261 1. Date: 10,19/19
<br />Checked By. -
<br />Permit#: B1911-029
<br />Site Address: 1632 FU LTO N ST Date:
<br />Owner: BODGE SONJA R RevIsed:
<br />Tenant: [TenNamel Revised:
<br />App. Date: 11/21/2019 .1-
<br />Proposed Use: SFR DETACHED 7tle:
<br />Description: CONSTRUCT A NEW 2 CAR GARAGE WITH
<br />WORKSHOP PROJECT NOTES
<br />Reviewed By: Date: ELEVATIONS
<br />7/L,Pffice Set Job Site Set Fire/Planning Set
<br />Scale: 1/4" l'-O"
<br />s y M�e Z7 M
<br />i; �v L_ F- t: l Sheet:
<br />REVIEWED FOR PE,
<br />'FIJ 1,1
<br />A 'PPR0'ED
<br />PqLAi\,1N1NG & C01"vil"MUNlTy 11, o. 11
<br />n
<br />DE'v'ELOPMIENT DEPT
<br />I`V
<br />62 U e
<br />TE
<br />DAJ S1
<br />Slheet I of 3
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