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<br /> ACCESSORY BUILDING DRAWING INDEX PROJECT NOTES e
<br /> 20' X 22' = 440 SQ FT sl-PROJECT NOTES,ELEVATIONS
<br /> S2-PLANS,SHEAR WALL SCHEDULE DESIGN REQUIREMENTS
<br /> ' S3-SECTIONS,DETAILS 1. GOVERNING CODES:2018 IRC
<br /> OCCUPANCY REQUIREMENTS:GROUP U
<br /> CONSTRUCTION TYPE:V-B
<br /> 2. DESIGN SCHEDULE
<br /> A. BUILDING SIZE
<br /> APPROVED WIDTH:20'_0"
<br /> LENGTH:22'-0"
<br /> SIDE WALL HEIGHT:8'-1 1/8"
<br /> Office of Community,Planning&Economic Development TOTAL HEIGHT:12•-23/8"
<br /> BUILDING LOADS
<br /> PLANNING DEPARTMENT B. ROOF LIVE LOAD: 30 PSF Qp
<br /> ROOF DEAD LOAD: 10 PSF `-apt-<'
<br /> q C. DESIGN WIND (j 44'
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<br /> NAME: ( DATE: I I / 1 � Z ( WIBAND WIND SPEED,V:115 MPH tt Y
<br /> WIND EXPOSURE:C #M
<br /> D. SEISMIC DESIGN CATEGORY:D
<br /> E. SITE CLASS:D
<br /> F. ROOF PITCH:4/12 yf'i
<br /> 3. ROOFING SCHEDULE , \:`1sie0.
<br /> A. ROOF SHEATHING SHALL BE APA RATED 7/16"THICK OSB WITH FOIL I«AL
<br /> BACKING.STAGGER LAYOUT PER APA CONDITION 1.
<br /> 12X12 VENT 2'x4'SKYLIGHT B. PI#24/16 MIN UNBLOCKED.
<br /> 2'x4'SKYLIGHT C. SHEATHING NAILING SHALL BE PER NAILING SCHEDULE. 28 OCT 2020
<br /> �����������.-� CLASS SHINGLES D. 25 YEAR ASPHALT SHINGLES(U.N.O.).
<br /> I. 72 ►_mraW.rziY�i1.��������rll v�wwwwww��mr'�.. E. GAF FELTBUSTER. F-,
<br /> = 4 ��asamamwodr� +++-�+00+++oomasamOwa++,r,��+ F. TYPED'METAL DRIP EDGE FLASHING REQUIRED ALL SIDES. ",rFz)G.lorrmmrrrrrrrlrr.a.- - ..r..r.r..b..r.d G. TRUSSES SHALL BE SPACED @ 24"OC. W 0 o m
<br /> .....d b.d.........�rlrrrrlr'r�rrl�.6rfrfrl H. SEE SEPARATE TRUSS SHEETS FOR TRUSS FRAMING AND MATERIALS. ' P.U g,H.■rlrl.r,.rl..rlrrrrrrrlrir.rr.rrr'r'r'r,rr'rrr a
<br /> '',,''''I'� ' 111111i,\'_ rrrrlr.r.r.rrrrrrrr'rirrr..rrrrlr'r�rrl��r,rrl U w 0 z 0 k
<br /> y10,r�����W����.1.����......��.rr��� I. TRUSSES MUST BE BRACED ACCORDING TO THE LATEST EDITION OF vS A
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<br /> THE BUILDING COMPONENT SAFETY INFORMATION"GUIDE TO GOOD
<br /> i'-0" ����� PRACTICE OF METAL PLATE CONNECTED WOOD TRUSSES"(SCSI) (j LT-1 [i,.,O W
<br /> J. TRUSS CONNECTION PLATES'EAGLE METAL PLATES'. W Q 3 L{,7cx.,,N 0 m
<br /> :_:,,,:‘,2
<br /> , ❑ K. THE TRUSS PLATE INSTITUTE(TPI)(NER QA 430)IS THE INSPECTION -F m
<br /> _ 1670 0, AGENCY RESPONSIBLE FOR IN-PLANT INSPECTIONS. P. F O
<br /> DOOR L. TRUSS MANUFACTURER TUFF SHED,INC. q
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<br /> 3/8"SMARTSIDE , 3/8"SMARTSIDE W ,',j •�7
<br /> ^, OVER HOUSE WRAP D1� OVER HOUSE WRAP 4. WOOD FRAMING U.. T C
<br /> A. ALL WALL FRAMING MEMBERS SHALL BE HEM-FIR(HF)STUD GRADE OR 10 3 WL m
<br /> II I
<br /> BETTER. W a-.fa"
<br /> i6'-0" 5%DOWNSLOPE FOR IO' B. STUDS SHALL BE SPACED @ 16"OC.
<br /> MINIMUM ON ALL SIDES C. FASTEN EXTERIOR WALL SHEATHING TO FRAMING PER NAILING
<br /> I " I SCHEDULE.
<br /> _ FINISHED GRADE FINISHED GRADE ` D. PROVIDE SOLID BLOCKING AT ALL HORIZONTAL JOINTS OCCURRING IN LO
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<br /> ° L_ J L— J
<br /> BRACED WALL PANELS. n
<br /> I E. SHEAR WALL MATERIAL SHALL BE AS SPECIFIED IN SHEAR WALL x-H
<br /> 20'-0" I I SCHEDULE.
<br /> III y"a/ �'" / F. SHEAR WALL NAILING SHALL BE AS SPECIFIED IN SHEAR WALL p p (1)
<br /> 11111
<br /> NOTE: GARAGE DOOR DIMENSIONS ARE NOMINAL- � ' p A '� SCHEDULE. c O 01~i w o
<br /> WALL A ELEVATION WALL B ELEVATION _ _
<br /> CUSTOMER TO CONFIRM FINISH OPENING g { '" 5. SOIL — J o W 0,1
<br /> WITH TUFF SHED REPRESENTATIVE. R� '" •„$ a U e b A. MIN.REQUIRED SOIL TYPE SHALL BE CLAY,SANDY CLAY,SILTY CLAY,OR v= 2 C 80
<br /> 1m. " CLAYEY SILT(CL,ML,MH&CH).PRESCRIPTIVE ALLOWABLE SOIL 7 o (0<
<br /> BEARING PRESSURE USED IN DESIGN IS 1500 PSF AT 12"DEEP.VALUES .1.--- ..,x v io W
<br /> ARE PER TABLE R401.4.1. LL 0 Oil d Q 1-
<br /> B. IN THE EVENT OF THE DISCOVERY OF EXPANSIVE SOILS,THE SERVICES 4 - iN-a I-IW
<br /> OF A SOILS ENGINEER MAY BE REQUIRED. Z E .2-2 N-,..2/n K
<br /> C. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATURAL SOIL. m O?< W
<br /> D. IN THE EVENT EXCAVATIONS REVEAL UNFAVORABLE CONDITIONS,THE 0 e O(3 N._<V W
<br /> SERVICES OF A SOILS ENGINEER MAY BE REQUIRED.
<br /> U. Q
<br /> 6. PERMIT 0 Z W
<br /> g qq�{ f HAVE
<br /> NOT®� A PER LIT LIMIT ITCATIONS,WHERE NO PERMIT IS ISSUED,ATIONS S SET BY LOCAL CODES.SECTION R105.
<br /> HALL EXPIRE w Y O..CI=
<br /> THESE DOt OMEN 1 l MA ESE B. JOB CARD REQUIRED TO BE AVAILABLE FOR SIGNATURE AT JOB SITE O!d-ai ID Z!O
<br /> APPROVED FOR THE ISSUANCE OF GENERAL NOTES 0 0 W Q-I p Ce z z
<br /> PUBLIC WORKS,MECHANICAL,FIRE 1. GENERAL: ( d
<br /> aJ W~•O W y W Z W
<br /> A. ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. to LL to=W 1'•1 f..)
<br /> BUILDER SHALL PROTECT ALL ADJACENT PROPERTY,STRUCTURES, Z=0 W m LL V, K
<br /> SUPPRESSION,ELECTRICAL OR TREES,UTILITIES,ETC. 31-Z Z 0 LL 7 0 LL
<br /> PLUMBING PERMITS. B. BUILDER IS RESPONSIBLE FOR SAFETY OF BUILDING DURING N(_ 0
<br /> CONSTRUCTION.PROVIDE ALL SHORING OR BRACING AS REQUIRED W 1n K
<br /> AND PER GOVERNING REGULATIONS. 0 Z S Z Z m LL W
<br /> C. ALL WOOD CONSTRUCTION CONNECTORS REFERENCED IN THIS N 0 LL 3 p 7,1-'00 Z
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<br /> DRAWING SHALL BE SIMPSON•STRONG-TIE•OR EQUIVALENT INSTALLED W V,U.Q J }H 0
<br /> PER MANUFACTURER'S SPECIFICATIONS. SWD K»Z>Z
<br /> D. GREEN VINYL SINKER NAILS DO NOT MEET THE NAILING REQUIREMENTS 0 O m Q m WOF COMMON NAILS.
<br /> 2. PLYWOOD DIAPHRAGMSAgi4 4J U _ 5(� n nMATE AL VALUTI NREPO"T ID. ZmTF``v,�\ V3. MATERIAL EVALUATION REPORT IDENTIFICATION � �O ~VA. TRUSS CONNECTION PLATES BY EAGLE METAL PLATES PERW -„'ICC-ES REPORT#ESR-1082. _ gB. SMARTSIDE SIDING BY LP CORPORATION PERran v1 g- -
<br /> 2U21 ICC-ES REPORT#ESR-1301. �LLea
<br /> " L C. HARDIEPANEL SIDING BY JAMES HARDIE BUILDING PRODUCTS PER LL w
<br /> 72X72 VENT Y ICC-ES REPORT#ESR-1844. "
<br /> 2'x4•SKYLIGHT NU D. HARDIEPLANK LAP SIDING BY JAMES HARDIE BUILDING PRODUCTS PER •K
<br /> CLASS SHINGLES ICC-ES REPORT#ESR-2280. (]�
<br /> ���r E. LAMINATED VENEER LUMBER(LVL)BY WEYERHAEUSER PER *11-
<br /> 1111111-11111;11111111111:
<br /> r ASPHB REPORT LES BY GA.4'_ CITYOF E V ERE'T G ASPHALT DEF EC E BY GAF PER ICC-ES REPORS RONG47E. aG. HDU PRE-DEFLECTED HOEDOWNS BY SIMPSON STRONG-TIE PER Permit Services SSTB REPORT BOLTS BYSI � $o
<br /> Ili
<br /> H. SSTB ANCHOR BOLTS BY SIMPSON STRONG-TIE PER
<br /> 11 '�, '�' ��I 1•-0•• 1111111136133.
<br /> . .111
<br /> ICC-ES REPORT#ESR-2611. Drawn By:JS
<br /> NDate:10/14/2020
<br /> %DowNsLopE FOR iv
<br /> Permit#: B2011-037 Checked By:
<br /> 3/e"SMARTSIDE 3/8"SMARTSIDESite Address: 2130STATESTDate:
<br /> OVERHOUSEPOVERMOUSEPRevised:
<br /> IIIMMINIIIMENIMINIII
<br /> Owner: MODISETTElOSHUA D&AU7(ANDRA B RTevised:
<br /> SMIN MUM ON ALES DES Tenant: [TenName] -
<br /> L J FINISHED GRADE FINISHED GRADE L- J
<br /> Zo App.Date: 11/23/2020 PROJECT NOTES
<br /> 26-0" I 22'-0' I Proposed Use: RESIDENTIALALTERATIONS ELEVATIONS
<br /> WALL C ELEVATION WALL D ELEVATION Description: ADD TUFF SHED GARAGE Scale:1/4"=1'-0"Sheet: _
<br /> /,��
<br /> Reviewed By: Z-44— •'� Date:2-"hrili S 1
<br /> "ffice Set Job Site Set Fire/Planning Set
<br /> Sheet 1 of 3
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