10626 WASHINGTON WAY 2020-04-03 - Laserfiche WebLink

HOOD Date 10/16/16 2L FRAMING LUMBER SHALL BE KILN DRIED OR MG-I5,AND GRADED AND MARKED IN CONFORMANCE WITH W.GLB.STANDARD G PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH AND DOUBLE Deni ned GRADING RULES FOR NEST COAST LUMBER NO.16,LATEST EDITION. FURNISH TO THE FOLLOHIN G MINIMUM STANDARDS: JOIST HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS AND ROOFS UNLESS DETAII Fn OTHERWISE. B COORDINATE SIZE AND LOCATION OF ALL OPENINGS HITH ARCHITECTURAL AND MECHANICAL DRAWINGS. • Drawn JOISTS (2x MEMBERS) HEM FIRS NO.2 CAS BEAMS AND STRINGERS DOUGLAS FIR NO.2 Revision D PROVIDE TWO 2x10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED POSTS AND TIMBERS DOUGLAS FIR NO.1 OTHERWISE. STUDS,PLATES AND MISC.LIGHT FRAMING DOUGLAS FIR NO.1 OR HEM FIR STAND.GRADE. TOP AND BOTTOM PLATES AT BEARING HALLS DOUGLAS FIR NO.1 OR HEM FIR CONSTRUCTION GRADE. E. PROVIDE`SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOM. BOLTED STUDS,LEDGERS AND PLATES DOUGLAS FIR STANDARD GRADE. 2x6 STUDS AND PLATES DOUGLAS FIR OR HEM FIR NO.3(STUD GRADE). F. PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10'IN HEIGHT. • G, TOENAIL JOISTS TO SUPPORTS HITH 2-I6d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING 8'-O"IN LENGTH To SUPPORTS 22. GLUE-LAMINATED MEMBERS SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATION OF WITH 5T22 STRAP EACH END. CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4,Fb=2400 PSI,Fv=240 PSI. ALL CONTINUOUS 4 CANTILEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8,Fb=2400 PSI,Fv=240 PSI. H ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "U"SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. 23. LAMINATED VENEER LUMBER SHALL BE FABRICAtEL IN CONFORMANCE WITH REPORT NO.NER-126. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE HESTERN SPECIES,GRADE LEE,Fb=2600 P51,Fv=285 PSI. WALL FRAMING ALL STUD WALL SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS a 16"o.c.AT INTERIOR HALLS AND 2x6 STUDS®Ib"o.c.AT EXTERIOR HALLS 24. PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO.NER-2q2. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE DOUGLAS FIR GRADE 2.0E,Fb=2100 PSI,Fv=210 P5I J, NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS,JOIST HANGERS,AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY SIMPSON CONNNECTORS,A GIBRALTAR COMPANY,LIVERMORE, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURES MAY BE SUBSTITUTED.PROVIDED THEY HAVE ICBG APPROVAL �) FOR EQUAL LOAD CAPACITIES. 25. PREFABRICATED OPEN WEB HOOD TRU2 EG(OR COMBINATION HOOD AND METAL)SHALL BE DESIGNED BY THE MAUFAGTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNICI11 D AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING,BRIDGING,BLOCKING,PRE-NOTCHED PLATES ETC., SHALL BE THE DETAII Fr AND FURNISHED BY THE MANUFACTURER. K INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH I6d NAILS a 6"o.c.STAGGERED. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS(COMPLETE WITH STRESS DIAGRAMS)TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION. ,41 DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROIL:OIONAL ENGINEER,STATE OF WASHINGTON. ALL HOOD STUDS WALLS SHALL HAVE LOWER HOOD PLATE ATTACHED TO HOOD FRAMING BELOW NTH I6d NAILS a 6"o.c. b L. STAGGERED UNLESS SHOWN OTHERWISE. PERMANENT AND TEMPORARY BRIDGING AND BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURERS - N SPECIFICATIONS. O M ALL HOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONLSTRUGttL TO MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE AND AS NOttL IN THE NOTE 30-A ABOVE. 26. PLYWOOD SHEATHING SHALL BE GRADE C-D EXTERIOR GLUE OR STRUCTURAL II,EXTERIOR GLUE ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS,EXPOSURE I RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD SEE PLANS FOR THICKNESS,PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION N. PLYWOOD ROOF SHEATHING AND FLOOR SHEATHING UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH Ed NAILS a 6"a.c.TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN OALL HOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONARY SHALL BE PRESSURE-TREATED WITH AN UNBLOCKED PLANS AND F C42"EAa.cINN AT EDGES. PROVIDEROS TO SOLID BLOCKINGINTERMEDIATE SUPPORTS. PROVIDE FSUPPORT APAT FLOORS.LO EDGE CLIPS®1 BLOCKING AT 21. A.W.P.A.APPROVED PRECERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREAIt.LEDGERS, SUPPORTS ITHOFCIILATHING E RAISE OTEDINAT LINES OF AT TOENAIL TO BLOCKING,ETC.,AND CONCRETE OR MASONRY. WITH I6d NAILS®12"o.c.UNLESS OTHERWISE NOTED IN THE SHEARWALL SCHEDULE "y 28. TIMBER GONNEGTORS CALLED OUT BY LEI itRS AND NUMBERS SHALL BE BY SIMPSON COMPANY,A5 SPECIFIED IN THEIR O PROVIDE 2-2x10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD WALLS NOT DETAII FD OTHERWISE. CATALOG.EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED,PROVIDED THEY HAVE ICC APPROVAL FOR ATTACH WITH AC OR PG POST CAPS OR EQUAL. EQUAL OR GREAttk LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTORS STRAPS CONNECT TWO MEMBERS,PLACE ON HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN HOOD MEMBERS SHALL CONFORM TO ASTM A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON HOOD UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE P. PLYWOOD HALL CI(CATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. SAME GRADE(MINIMUM)A5 MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH'U"SERIES HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE GONNECIBL TO FLUSH BEAMS WITH"U"SERIES HANGERS. ALL TRIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS 111TH"U"SERIES HANGERS. TJI JOIST HANGERS PER MANUFACTURER/TJI SHOP DRAWINGS(O.N.O.) Q ALL HOOD STUD WALLS SHALL HAVE LOWER HOOD PLATE ATTACHED TO HOOD FRAMING BELOW WITH I6d NAILS AT 6"o.c. �y STAGGERED OR BOLTED TO CONCRETE WITH 5/5"DIAMETER ANCHOR BOLTS a 4'-0"o.c.UNLESS SHOWN OTHERWISE. PROTECTION OF CONNECTORS IN CONTACT 111TH PRESSURE TREATED HOOD —.) 21. ALL BOLTS,NAILS,JOIST HANGERS AND ANY OTHER CONNECTORS SHALL BE HOT DIPPED GALVANIZED FASTENERS RECOMMENDED TO CONFORM WITH ASTM STANDARD A-I53 AND HOT DIPNtL)GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM A165,CLASS G-183. STAINLECO STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OF 316 R PLYWOOD NAILING: (USE UNLLJ.:GREATER NAILING IS DETAILED OR SPECIFIED) SIMPSON PRODUCT FINIOI IC',CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX 1158(HOT DIPPED GALVANIZED) AND SST3000(STAINLESS S1 EEL. Ed a 6"o.c. AT CI IEET EDGES 30. ALL HOOD FRAMING DETAILS-THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. Ed® 12"o.c. AT INTERMEDIATE BEARING POINTS P.O.Box 2972 Waal:oak,Washington 98072-2972 5 I.PROVIDE ABU POST BASE ISOLAiEL POSTS TO CONCRETE CONNECTION Phone:(206)972-8317 A MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NO EL,MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.1.1 2.PROVIDE(2)A35 CLIPS a TOP 4 BOTTOM OF ALL POST TO OTHER FRAMING MEMBERS Emaik araig@tixdr4JTingcom OF THE INTERNATIONAL BUILDING CODE. 3.PROVIDE AC OR AGE POST GAPS ISOLAItu POSTS TO BEAM CONNECTIONS 4.PROVIDE MIN.(2)A35 CLIPS a POST TO BEAM CONNECTION N•N.O.) Project No. 16-250 d r B AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS-BRIDGING AT 8'-0"04. MAXIMUM SPACING AND SOLID BLOCKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS.PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. =b,, Sheet No. S2 OF 8