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Plans (65) PIVVGV.7Vf%I LPVILLJIIYV ✓IVlrruYv uY✓1. 24'X 22' = 528 SQ FT AA2-PROJECT wS SHS W, DNS 1 IY V 1 CJ A3-SECTIONS,DETAI DUCE t.,1 ® DESIGN REQUIREMENTS I. GOVERNING CODES:20151RC lr OCCUPANCY REQUIREMENTS:GROUP U CONSTRUCTION TYPE:V-B p..rwwa 'i Y� `y ,__ 2. DESIGN SCHEDULE �l t A BUILDING SIZE 1110...,,,%-,; , %-,A WIDTH:24'-0' /V` J y' LENGTH:22.-O• �� (�.� v SIDE WALL HEIGHT:B'-,0' r T 0 q 9 U i 8 TOTAL HEIGHT:15-01? B. BUILDING LOADS ROOF LVE LOAD: • 40 PSF ` 1? q -�,I{ § C",r e L^jFICE fo ROOF DEAD LOAD: 10 PSF . 3E , gQ 'ION SECONDGUST.Va.:135 MPHtjJ DU' G e,„1,)11. WIND E B RIDGE V D. SEISMIC DESIGN CATEGORY:D, E. SITE CLASS:13 rr��rrr�����r F. ROOF PITCH:5/12 IlIIIIIiIiilIIIIIii .. CLASS A'SHINGLES rrrrrrrrrrrrr r i rrrrrrrrrrrrr 1-.1. eft rrr rrr F 1� .ROOFIAL DRIP EDGE FLASHING REQUIRED AU.SIDES. F h t�p �I, 7'� 1'-0' I i G. TRUSSESSHALLBESPACED24OC. W O1111111111111 1111111 """"1 7'•0" fo•Ga 3/8'SMARTSIDE I L TRUSSES MUST BE BRACED ACCORDING TO LATEST MATERIALS.N OF . E.U cc b WITH FOIL BACKER % L THE BUILDING COMPONENT SAFETY INFORMATION'GUIDE TO GOOD ,� pp y 9IB'SMARTSIDE PRACTICE OF METAL PLATE CONNECTED WOOD TRUSSES*(BM) 'Iz1 q 0 J. TRUSS CONNECTION PLATES'EAGLE METAL PLATES'. Q 'ij��!V�O /: WITH SPT BAgCER K. THE TRUSS PLATE INSTITUTE(TPI)(HER OA 430)IS THE INSPECTION 0 '-F �l. ern AGENCY RESPONSIBLE FOR IN-PLANT INSPECTIONS. FFFF�Ofi Voo v)i .2 1 so OR n 4. WAD MANUFACTURER:TUFF SHED,INC. T4 FRAMING 5%DOYVNSLOPE FOR 10' j p — A. ABLL FRAMING MEMBERS SHALL BE HEM-FIR(HF)STUD GRADE OR W 0/g r amiliii... ,' MINIMUM ON ALL SIDES ■ -►. R. B. STUDS SHALL BE SPACED 0 16•OC. RR77 C. FASTEN EXTERIOR WALL SHEATHING TO FRAMING PER NAILING FINISHED GRADE FINISHED GRADE ! 1 SCHEDULE. D. PROVIDE SOLID BLOCKING AT ALL HORIZONTAL JOINTS OCCURRING IN W I BRACED WALL PANELS PER R602.10.1. t7 24-0' I 4 - a I E. SHEAR WALL MATERIAL SHALL BE AS SPECIFIED IN SHEAR WALLKt SCHWALL A ELEVATION WALL B ELEVA �T/ b02--(-0 �� r - gp F SHEAR NAILING SHALL BE AS SPECIFIED IN SHEAR WALL o tD T CJV��(— vol(-d l SCHEDULE. Z 3 Z 5. SOIL CJ =d Zkl L �^ �� ��I �' 1 ` A. MIN.REQUIRED(C SOIL TYPE SWILL BE CLAY,SANDY CLAY,LESLTYSOILUY,OR M A �!//8Q {(iiJ ✓(lT" CLAYEY SILT(CL,ML•MH&CH).PRESCRIPTIVE ALLOWABLE SOIL 2 >44..-.I w BEARING PRESSURE USED IN DESIGN IS 1500 PSF AT 12.DEEP.VALUES 03 IY b 3 fY ARE PER TABLE R401.4.1. L g o,I 3 0 B. IN THE EVENT OF THE DISCOVERY OF EXPANSIVE SOILS,THE SERVICES ,��, OF A SOILS ENGINEER MAY BE REQUIRED. 0 $•w ' D. IN THE EVENT EC. ALL FOOTINGS XCAtAVVABTIONS REVEAL UE FOUNDED ONN ADVORABLEDCONDmONS,THE NATURAL SOIL Z . U a.-.-- SERVICES OFA SOILS ENGINEER MAY BE REQUIRED. Q N co.-~ 8. PERMIT 0_ A. PERMIT APPLICATIONS,WHERE NO PERMIT IS ISSUED.SHALL EXPIRE W •O W PER LIMITATIONS SET BY LOCAL CODES.SECTION R105. Q J G B. JOB CARD REQUIRED TO BE AVAILABLE FOR SIGNATURE AT JOB SITE w w o.co Ui O GENERAL NOTES O ow a;W LL Z O t. GENERAL: A ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. 1 W F-LL W=- 3 W BUILDER SHALL PROTECT ALL ADJACENT PROPERTY.STRUCTURES. W W W Z W 0 IX TREES,UTILITIES,ETC. B. BUILDER IS RESPONSIBLE FOR SAFETY OF BUILDING DURING `1`Wi Z co C 7 m O CONSTRUCTION.PROVIDE ALL SHORING OR BRACING AS REQUIRED K K W co 1--W y W Gib]. r'i 1 ti�rPl AND PER GOVERNING REGULATIONS. C� O VV V 'Tigard C. ALL WOOD CONSTRUCTION CONNECTORS REFERENCED IN THIS W z42.2.(03. 1,1.•X01-0 0 7W DRAWING SHALL BE SIMPSON'STRONG-TIE'OR EQUIVALENT INSTALLED „,1"0„ -LL d.,1 O F- Approved Pians PER MANUFACTURER'S ILS DOCATKMNS. W 077 }: Date D. GREEN VINYL SINKER NAILS DO NOT MEET THE NAILING REQUIREMENTS O 1-O m 01 m W Y-- , t()/25.11 ,1 °' OF COMMON WULS. 2. PLYWOOD DIAPHRAGMSMI RIDGEV ,5TJ2'CDX PLYWOOD OR 7/1B•OSB. �Z _-rrrrrrrrrr 3. MATERIAL EVALUATION REPORT IDENTIFICATION - a _ j _rrrrr A. TRUSS CONNECTION PLATES BY EAGLE METAL PLATES PER x.0N W g. 12 Kiri'..�..rrr vary rim�r��rr��rirr�r� ICC-ES REPORT NESR-1082. "o S/ill Q rrrrrrrrrrrrr B. HARDIPANELSDING BY JAMES HARDIE BLDG PRODUCTS PER \\1111115 rrrrrrrrrrrrr FA...N..>rrrrrrr--- zorrr wrmow�rmrirrrur NES REPORT ONFlt�0511111 ° NOLL- rrr .rrrrrrr rrrrr rrrrrrrrrrrr C. SMARTSIDE SNAG BY LP CORPORATION PER r rrrrrrr. rrr• rrrrrrrrrr CLASS'A'SHINGLES rrrrrrrrrrrr- r_rrr-:rrrrrrrrrr ICC-ES REPORT 8E3R-1301. g rrrrrrrrrr. rrr• rrrrrrrrrrrr F-8 rfp rrrrrrrrrrrr rrr rrrrrrrrrrrr D. LAMINATED VENEER LUMBER(LVL)PER -' tT +�.rrrrrrrra-- rrrr.__-•rrrrrrrrrr H rrrrrrrrrrrrr rrrrrrrrrrrrrrrrr� K:6E3 REPOR71pESR-7387. rrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrr �•''''�' ''''111\� ■rrrrrrrrrrrrr I rrrrrrrrrrrrrrrrrr E CLASS A SHINGLES BY OWENS CORNING ROOFING PER gall DI 9� 111111rmaccNIDowill11111101 ll r rrr���rr�rrr�. �r �r: UL EVALLUATION REPORT IER2k53-01.\ T-0' 11 ''�' 7'-0' I�� ,I t'-0' F. ICC-ES REPORT NESR-2330. BY SMMSON PER W�""' "' G. $STB ANCHOR BOLTS BY SIMPSON PER 0R "" g KSTS REPORT:ESTI-2811. V1LE 7i3/8'SMARTSIDE 4030W�FOIL BAy1030DNaWTI By.PK m WINDOWI. 9/B'SMARTSIDEII IDate:4/18/18 WITH FOIL BACKER II Checked By:JR 11111111 .. Date:4/18/18 5%DOWNSLOPE FOR 1a MINIMUM ON AU.SIDES Revised: FINISHED GRADE FINISHED GRADE nom' PROJECT NOTES za-0 I — — — — - d. I ELEVATIONS WALL C ELEVATION WALL D ELEVA sem:1/4 =r-0' Sheet NAILING 5(:F1tUULt SHEAR WALL SCHEDULE SHEAR SHEARw SHEAR WALL SCHEDU SHEAR SHEAR SIMPSON USP EQUIVALENT LOAD LOAD CHORD SPLICE NAILING:8-16d NAILS EACH SIDE OF SPLICE. l l (pm) (tory H2.5A RT7A TRUSS BLOCKING:(4)-16d(TOENAILED) 2X4 FRAMING.SHEATHE EXTERIOR WITH 3/8" 2X4 FRAMING.SHEATHE EXTERIOR WIT/ SSTBI6SSTB36 STBI6STB36 FRAMING NAILING: SMARTSIDE WITH FOIL BACKING. SMARTSIDE WITH FOIL BACKING. HDU2-HDU5 PHD2A-PHD5A STUD TO TOP PLATE,2-16d END NAIL 24'-0"LONG TOTAL. 20'USED FOR SHEAR. 72 164 22-0"LONG TOTAL. 0'USED FOR SHEAF - - HDU8 PHDB LUS24 LUS210 JUS24-JUS210 STUD TO SILL PLATE,2-16d END NAIL OR 4-8d TOENAIL NAILING: e NAILING: LS LUS210 M S24-J DBL.HEADER 16d 0 16"OC ALONG EACH EDGE P> EDGE:8d COMMON 0 6"00 I > EDGE:8d COMMON 0 6"OC LSTA9-LSTA24 LSTA9 LSTA24 HEADER TO KING STUD 4-8d TOENAIL OR 4-16d END NAIL FIELD:8d COMMON 0 12"OC FIELD:8d COMMON 0012.00 DOUBLE TOP PLATES,16d C 16"FACENAIL NO HOLDOWNS REQUIRED. NO HOLDOWNS REQUIRED. A24 TDL5 H1 RT15 H3 RT3A UNLESS SPECIFIED HEREIN,ALL NAILING SHALL BE 3-WALL DIAPHRAGM DESIGN.WALL'B'II H8 LFtA6 PER H8 LTWI2 2015 IRC TABLE R602.3(1). SHEAR WALL. SHEAR IS TRANSFERRED 'D'• - PA51/PA68 TA51/TA71 UPLIFT TRANSFER: PROVIDE SIMPSON H2.5A AT EACH END OF ABA44/ABA66 PA44EIPA66E TRUSSES. TOENAIL BLOCKING TO TOP PLATE: 34 BC4/BC6 A311I TDDC44/C66 PROVIDE 2X4 SOLID BLOCKING ON ALL UNSUPPORTED EDGES OF 150 HST2 KHST2 PLYWOOD ON SHEAR WALLS. 2X4 FRAMING.SHEATHE EXTERIOR WITH 3/8" 2X4 FRAMING.SHEATHE EXTERIOR WIT SDS1/4X3 SCREW WS3 SMARTSIDE WITH FOIL BACKING. SMARTSIDE WITH FOIL BACKING. A35 MPA/ UNBLOCKED ROOF DIAPHRAGM SHEARCALC. SHEAR 24'-0"LONG TOTAL. (5.33'+5.33'+5.33')=16' , C' 143 197 22-0"LONG TOTAL (4.67+4.6T+4.67')= 268 299 CS18/CS22 RS200/RS300 ROOF SHEATHING NAILING: LOAD LOAD ' D;:i USED FOR SHEAR. a C3 USED FOR SHEAR. HTT4MTT5 HTT16/HTT22 BORDER: 8d (lb COMMON @ 6"OC (retry ) I /NAILING: /NAILING: CMSTCI6 CMSTCI6 EDGE: 8d COMMON @ 6"OC EDGE:8d COMMON 006"OC EDGE:84:1 COMMON 0 3"OC c FIELD: 8d COMMON Ct 12"OC FIELD:8d COMMON 12"OC FIELD:8d COMMON 0 12"OC E h 85 167 NO HOEDOWNS REQUIRED. NO HOLDOWNS REQUIRED. a S g g i^ kg 1 END WALL SHEAR TRANSFER: SHEATHING AT END WALL LAPS TOP zO PLATE OF WALL BELOW. PROVIDE EDGE NAILING. REFERENCE A 333 r7i O END WALL ASSEMBLY/A3. OR BALLOON FRAME END WALLS. TOENAIL BLOCKING TO TOP PLATE: 3-0I PI t7 114,7,U0o7150 WHEN PERFORATED SHEAR WALL DESIGN IS DESIGNATED,AREAS ABOVE AND BELOW OPENINGS ARE USED IN SI LCULATIONS. z PMR Q REFER TO ANSI/AWC SDPWS. W 2 w N dm a z gg re ,-R 3a' E ouE0 Z U UUUWxJh1 dUI- t 2 W O W aJ�W MjW WZm� zozos<doozzoo OanO,Wa`jOy W •{"yWWW=: i".-Z Gm LLGLL B E 0C110>-... {y _ C_ ID 0 CE 24'-0• D C 0 C s`G.FO� Wo S 3'd'CURB 1g-SY2 2X4 TREATED SOLE �•� DOUBLE ALL INTERLOCK AT� Ana D 2=Z=m F M'W �� OPENING PLATEWALLS(U�.H.O.) I J M. 2p-0' CORNERS W M LL x cl J O=tl 1 I 3,0"HEADER 0 Og amm m W 2-2X4 HF F2 OR 0 1314•X 31/2•LVL 8 iI BOLTANCHOR I -1 A J-inE� 2X4 WALL FRAMING STUDS°18'OC © 2-2XS TRIMMERS -N I�, L01 I— — — — — — — — — II w ? _w MI9END DISTANCE,EDGE SPACING, v l'? EACH SIDE LL Q �+ DISTANCE,MINIMUM I T01 I I _ EMBEDMENT,E 6 MINIMUM END K „ DISTANCE PER FOUNDATION I Ul dJ $ I' PLAN NOTES ON A3. I ccSKYLIGIR ro LL $ OLGCIONG , W K E oh il TRUSSES O 19'-0. 4'-0- =41 X G I I IL aT 'v a Drawn By.PK 88 �+ Date:4/18/18 11111 . 1:::>"<" ��' o ' Checked By:JR 4'-,'�3'0' § 1 V f V.- Date:4/18/18 L? y ==X Revised: 4 Revised: ,:4- ,:, Title: 1 § 1 I I PUNS L I 4•-I� ' f 11 SHEAR WALL SCHED 0Ell �� L =_ �T_ _ _ ___—_—_—_I — _ � NAILING SCHEDULE Scale:1/4•=1-0" C.0"HEADER 4'41"HEADER S3• I 4-0' I 5,4' I 4•-0• 5'4' 2-2X4 HFF O 52 OR 2-2X4 HF6OR Sheet I 2-134•X31?LVL 2-13/CX31/r LVL LATERAL BRACING/ PURLINS,TW FOUNDATION PLAN FLOOR PLAN ROOF FRAMING PLAN