306 88TH ST SE 2023 Plans 2025-03-28

U gF N + N O O fp � O T O m � 1.EVERY ATTEMPT HAD BEEN MADE TO INSURE THE ACCURACY OF THESE DOCUMENTS,51TE CONDITIONS,PRODUCT AVAILABILITY, ETC.ALL INFORMATION LISTED ABOVE MUST BE VERIFIED PRIOR TO �'"� CONSTRUCTION AND FABRICATION.ANY CHANGES OR DEFICIENCIES ON OR TO THE PLANS MUST BE TRANSMITTED TO WOODWAY HOMES FOR WRITTEN APPROVAL. 2.INDICATED HARDWARE TO BE SIMPSON PRODUCTS,OR EQUALS. 6dR RE.I.�TEED3.THESE DRAWINGS ARE"AS-BUILT"DRAWINGS AND MAY NOT REFLECT EXACT MEASUREMENTS.CONTRACTORS AND SUBS TO FIELD VERIFY. ALL FASTENING: ALL FASTENING TO COMPLY WITH SCHEDULE -T_N oANlonfi 6TATE OF WA6HINOTON ON SHT.GC-2.0 AND CURRENT IRC&IBG -.-.-.- FRAMING: 1.FIRE AND DRAFT STOPS SHALL BE INSTALLED TO CUT OFF OPENINGS,HORIZONTAL AND VERTICAL,BETWEEN FLOORS,ATTICS,ETC. OVERFRAME i 2.NAILING SHALL COMPLY WITH LATERAL SPEC.&TABLE R602.3(1) SEE SHT GC-2.0 2z6 HF#2#24"o.c. 3.FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LE55 THAN THE DOWN TO FLAT LAID O 2z6 h4#2 ON I ____ ____ ____ ___ ___ __J=- = STUD 51ZE ABOVE AND BE MIN.LENGTH OF 14",OR FRAMED STUD BLOCKING. ROOF 5HTG. I i WALLS GREATER IN HEIGHT THAN 4'SHALL BE FRAMED TO THE STUD SIZE REQUIREMENT OF AN ADDITIONAL STORY. U d �V• � ____ ___ _ ____ 4.END BEARING OF WOOD MEMBERS SHALL HAVE SUFFICIENT BEARING AREA C BASED ON ALLOWABLE VALUES FOR COMPRESSION PERPINDICULAR TO GRAIN. 5.PROVIDE SOLID BLOCKING OVER LOAD BEARING PARTITIONS,WALLS AND BEAMS. U 6.ANCHOR COLUMNS AND POSTS AT TOP AND BOTTOM WITH A POSITIVE AND M .N DIRECT CONNECTION FOR UPLIFT AND LATERAL FORCES. N r .� O Q U 7.ALL WOOD EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED,OR CEDAR. E U7 8.PROVIDE GUARDRAILS 36"H.MIN.,WHEN DECKS AND PORCHES ARE MORE THAN d 30"ABOVE GRADE.SPACE INTERMEDIATE SUPPORTS SO A SPHERE 4"IN REMOVE AND REPLACE 6 TRUSSES & I I DIAMETER CANNOT PASS THROUGH.TOP RAIL SHALL WITHSTAND A HORIZONTAL pj N FORCE OF 20 PI.F APPLIED AT RIGHT ANGLES TO THE RAIL. ANY NECESSARY OVER FRAMING I I ® 9.ATTACH JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON'U'5ERIE5 OR �� o APPROVED EQUAL.. cc W 3 5 LUMBER 'o c0 1.STUDS,JOISTS AND RAFTERS: C cp co HEM-FIR#2,BASE VALUE 75Fv,&50Fb,1.300,000 E �l �1 I 2.BEAM5 AND HEADERS: 1 I 4"-OF#2,BA5E VALUE 95Fv,875F6,1.600,000 E 2 6"-OF#1,BASE VALUE 85Fv,1350Fb,1,600.00 E ,r ac I 5.POSTS AND TIMBER: b DF#1,4x 1450Fc,1,700.00 E OF#1,6x 1000Fc,1,600,00 E OVERFRAME 4.GLUE LAMINATED TIMBER: 2 6 H TO 0 24i.nioc 24F V4 DF/DF 165Fv 2400Fb 1,800,000 E w 2z h4#2 ON ROOF TRUSSES: ROOF 5HTG. 1.TRUSS DESIGN SHALL BE STAMPED BY A WASHINGTON STATE (1�1w1 I 5 I STRUCTURAL ENGINEER.EACH TRUSS SHALL BEAR QUALITY CONTROL STAMP, MFG PLANT,O ` 1St1 , 2.THE�TRUS5 LIVE LOAD NGIGN D HALL BE PER AND MAX. LING, VERFRAME _lZ u x IRC DEC.501.5 AND TABLE 301.5.ESPECIALLY _ 2z6 HF#2 0 24"DOWN TO FLAT LAID NOTING FOOTNOTES b AND 2z6 hP#2 ON I N I x 9' ROOF SHTG. ___ ____ _________ _ __ 3 THE TRUSS$NOW LOADING SHALL 15E PER WAS INGTON A550 IIATION OF BUILDING OFFICIALS WHITE PAPER 8-2010.OR BY IRC DEC.501.2.3 4.THE TRUSS DESIGN SHALL BE PER IRC SEC.502.11.1 AND 802.10.2,ESPECIALLY INDICATING THE TRUSS DESIGN AND MNFG.SHALL BE PER AN51/TPI 1. 5.THE TRUSS TEMPORARY AND PERMANENT BRACING SHALL BE PER IBC SEC.502.11.2 AND 602.10.3 AS WELL A5 THE TRUSS PLATE INSTITUTE'5 BUILDING COMPONENT SAFETY INFORMATION. 6.TRUSS ALTERATIONS SHALL NOT OCCUR UNLESS UNDER THE 7 APPROVAL OF A DESIGN PROFESSIONAL AS INDICATED IN L IRC SEC.502.11.3 AND 802.10.4. 7.TRUSS DRAWINGS SHALL BE 5UBMITTED TO THE SLOG.OFFICIAL WITH TRUSS SHIPMENT AND APPROVED PRIOR TO INSTALLATION,PER 2018 IRC.502.11.4 AND 802.10.1 �Yd-TkUi (Nl fip�(,c p T6 (� I✓AL roP PlA% OR- 3E►v, T�� w SShtc,� CIA cW �No �✓ PO'Lifo1✓ tD TArrEp ,•6 Pfk rc �aLE z w _'--_----- C Li G J ao � L � � Low oz00 ROOF FRAMING FLAN � Ico P, R A-3.0