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ACCESSORY BUILDING DRAWING INDEX PRO_J_E_c_i.NU i E5
<br /> Al-PROJECT NOTES,ELEVATIONS
<br /> 40' X 60' = 2400 SQ FT A2-ELEVATIONS DESIGNREQIJIREMENTS
<br /> 20121BC
<br /> A3-FOUNDATION PLAN,SHEAR WALL SCHEDULE 1. GOVERNING CODES:
<br /> OCCUPANCY REQUIREMENTS:GROUP U
<br /> A2-PLANS CONSTRUCTION TYPE'.V-S
<br /> A3-SECTIONS,DETAILS
<br /> 2. DESIGN SCHEDULE
<br /> A. BUILDING SIZE
<br /> WIDTH:40'-0`
<br /> LENGTH:6W-O*
<br /> SIDE WALL HEIGHT.16'4Y
<br /> TOTAL HEIGHT:23'-10 318'
<br /> B. BUILDING LOADS
<br /> ROOF LIVE LOAD: 50 PSF
<br /> ROOF DEAD LOAD. 10 PSF
<br /> C. DESIGN WIND
<br /> 3 SECOND GUST,V :135 MPH
<br /> E WIND EXPOSURE:C
<br /> D SEISMIC DECLASS:SIGN CATEGORY:B I
<br /> F. ROOF PITCH:4,12
<br /> 12 3. ROOFIN
<br /> G SCHEDULE
<br /> 4 A. ROOF SHEATHING SHALL BE APA RATED 7116'THICK OSS WITH FOIL
<br /> BACKING.STAGGER LAYOUT PER APA CONDITION 1.
<br /> B. PI N24JI6 MN UNLOCKED.
<br /> C. SHEATHING NAILING SHALL BE PER NAILING SCHEDULE.
<br /> D. 25 YEAR FIBERGLASS SHINGLES(CLASS A)(U.N.O.).
<br /> E. IRIS.ROOFING FELT.
<br /> L7 H SEE SE'METAL DRIP EDGE FLASHING REQUIRED ALL SIDES. �'^
<br /> G. TRUSSES SHALL BE SPACED 6 24'OC.
<br /> H. SEE SEPARATE TRUSS SHEETS FOR TRUSS FRAMING AND MATERIALS 1 � Z r Y 00
<br /> I. TRUSS CONNECTION PLATES EAGLE METAL PLATEV CC NESR 1082' x F•2
<br /> J. THE TRUSS PLATE INSTITUTE(TPI)(NER CA 430)IS THE INSPECTION w
<br /> AGENCY RESPONSIBLE TRUSS MANUFACTUREROSHED,IN-PLANT
<br /> .TUFF INSPECTIONS.
<br /> INC O j
<br /> -34r SMARTSIOE W F^ O
<br /> WITH FOIL BACKER 4. WOOD FRAMING
<br /> A. ALL WALL FRAMING MEMBERS SHALL BE STUD GRADE OR BETTER WITH
<br /> THE FOLLOWING DESIGN VALUES.Fb=675 PSI,Ft_400 PSI,Fv=1511 PSI.
<br /> Fc=800 PSI PARALLEL TO GRAIN,E-1,200,0DC PSI. U Z r~
<br /> § S. STUDS SHALL BE SPACED 0 16'OC. -J r1`.1Lu
<br /> C. FASTEN EXTERIOR WALL SHEATHING TO FRAMING PER"LNG
<br /> SCHEDULE.
<br /> D. PROVIDE SOLID BLOCKING AT ALL HORIZONTAL JOINTS OCCURRING P
<br /> 3030 4068 1214 BRACED WALL PANELS PER 2308.9.3,
<br /> WINDOW DOOR E. SHEAR WALL MATERIAL SHALL BE AS SPECIFIED SHEAR WALL n 0
<br /> SCHEDULE.
<br /> F. SHEAR WALL NAILING SHALL SEAS SPECIFIED IN SHEAR WALL H K
<br /> ----- SCHEDULE. N
<br /> L7 1-
<br /> 5. SOIL. Z U
<br /> A. MIN.REQUIRED SOIL TYPE SHALL BE CLAY.SANDY CLAY,SILTY CLAY, J N
<br /> _ --— — — — -' - ---_----FINISH[D GFlAU[ OR CLAYEY SILT(CL,ML.MH 6 CH).PRESCRIPTIVE ALLOWABLE SOIL j O
<br /> ARERPER TABLE 1804 USED IN DESIGN IS 1500 PSF AT 1?OEEP.VALUES U >-$ 0 0
<br /> S. IN THE EVENT OF THE DISCOVERY OF EXPANSIVE SOILS.FOUNDATION W k`Tv Z
<br /> OW
<br /> t- - - - - - - - - - - - ` - - - - - _ - - - - - - 1 WL-LEXTENGSSHLLBE OUGRADE. 0On mW2
<br /> J C. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATURAL SOIL m ,o__0 Uj
<br /> D. N TIIE EVENT EXCAVATIONS REVEAL UNFAVORABLE CONDITIONS,THE 6 '�W Q O O
<br /> ' 40'4Y -I SERVICES OF A SOILS ENGINEER MAY BE REWIRED. Z m .U X m e9i J
<br /> ALL A ELEVATION (L o a< w
<br /> 6. PERMIT
<br /> A. PERMIT APPLICATIONS.WHERE NO PERMIT IS ISSUED,SHALL EXPIRE LL p
<br /> PER LIMITATIONS SET BY LOCAL CODES.SECTION 105.5. Oy 2 }
<br /> B JOB CARD REQUIRED TO BE AVAILABLE FOR SIGNATURE AT JOB SITE W~ Q m
<br /> O) Z
<br /> GENERAL NOTES ~IO W W Z W
<br /> 1. GENERAL: p
<br /> A. ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. Q = C m
<br /> BUILDER SHALL PROTECT ALL ADJACENT PROPERTY,STRUCTURES, Co IL F-O N=R'
<br /> TREES,UTILITIES,ETC. Lu O
<br /> B. BUILDER IS RESPONSIBLE FOR SAFETY OF BUILDING DURING 2.S U W m W,U
<br /> CONSTRUCTION.PROVIDE ALL SHORING OR BRACING AS REQUIRED I~z C O LL y z
<br /> AND PER GOVERNING REGULATIONS. g ww p N F-F W p
<br /> C. ALL WOOD CONS CONNECTORS REFERENCED N Ttt15 Q W 0 0}:0,S
<br /> WING
<br /> *.T T,-T.`T"T-C .S.:;:T `I 7..C`T'T'-T' T T i X:T I T'�C 2 T T T Tom`! 7 .T-x,.;CI D, GREEN MANUFACTURERS
<br /> NAILS DO NOT MEET HE NAILIN OR G EQUIVALENT
<br /> ENT U C13O W Q=
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<br /> 7 J �T�TTT. TZ-GTy LT12_'>_744r,7 T T 1 7S 7 CLASS'A'SHINGLES 2. PAY ODD
<br /> PLYWOOD OR 7116'OSB J
<br /> rT�z�r�Tr �4 � �x�Ti -rT T. 1 .:J'C .C;7: , r7 ', TT T^""' i L"' L7'CT "' �':iT j.0 ,1-I[.1'S iCTTrTT. TT�S-'T' I'T 7 3. MATERIAL EVALUATION REPORT IDENTIFICATIONT' ' -"r '�'-T'� - " T ''S7 TT T ' ' TJam T.T TAI.PLATES PER,., r+ XTr-jy . .TtT� „„ Iir C A. BY EAGLE ME ¢Q
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<br /> ICRC-ES REPORT NS R-1082ES x W n".
<br /> -TT 7;ILLt ?�T 1, , DURATEMP SIDING BY ROSEBURG FOREST PRODUCTS IS APPROVED
<br /> ,Lt I,T T S f T.•. r i i'T "r r TT r L T _ ...�T TT _I_, ram. rT�?TTT 7 r r o
<br /> I., 1 t....-,. "� 7 T r..;" r .�}-r rT r T- T L L D AMERPO RDIE B DG P 2780.
<br /> _ FOR USE WITHOUT UNDERLAYMENT PER K:C-ES REPORT NESR- _ ¢
<br /> HARDIPANEL SIDING BY J PRODUCTS PER � �LL
<br /> NES REPORT NNER405 _ fg
<br /> SMARTSWE SIDING BY LP CORPORATION
<br /> ICClFS REPORT NESR-1301.
<br /> E. LAMINATED VENEER LUMBER(LVL)PER
<br /> 1CC-ES REPORT NESR-1387.
<br /> F. CLASS A SHINGLES BY OWENS CORNING ROOFING PER III= y
<br /> IV SMARTSIDE ICC-ES REPORT NESR-1372. ^A
<br /> / WITH FOIL BACKER G I
<br /> HOU PRE-DEFLECTED HOL.DOWNS BY SIMPSON PER ¢
<br /> iCC-ES REPORT NESR-2330. E O •7�� R
<br /> H. SSTB ANCHOR BOLTS BY SIMPSON PER `f
<br /> ICC-ES REPORT NESR-2611-
<br /> Drewn By:CJT
<br /> Date:211116 _
<br /> Checked By:
<br /> Date:
<br /> Revised:
<br /> Revised:
<br /> Tine:
<br /> YL DOWNSLOPE FOR Wr
<br /> MLJIMUM ON ALL SIDES
<br /> PROJECT NOTES
<br /> FINL^JfDGRADE — — — — — — — — — — — —
<br /> p0 vEC/T ELEVATIONS
<br /> _�2/3/tfi";.:' Scale: 114^=1'-0"
<br /> 4530"• Sheet:
<br /> I 80o
<br /> ALL B ELEVATION
<br /> Al
<br /> Sheet 1 or 5
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