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4xS __--- - __ __ ______ COLLECTOR I.lK DSC4— T as¢ rt L_� I el,, Ii I I I I I 12:3 II II .yab I I 3 I I I r— — I I — — I I +b l��ry I I 4x8 48 ROOF FRAMING FLAN DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. IY HEEL II II - 2.1 LVL 3112X1V4 II I 77 -F - - COLLECTOR I.lK I I I I I I I I I I I I I I I I III 10 I I I I I I I I I I I I I 63 I I III MFRD. TRUSSES s 12' OR 16' O C, I I I nl I I I _— r----------------------� I II IH �I I 53 1 1� 1 1 1 1 1 I I III _ �x I I I I I I I 12' HEEL I 5 I I �ILVL J3Ua V4-4r I�VL 12' HEEL III I OI I GIRDER TRU55 A35 • 12OL. - TRUSS BOT.I T /ow; CHORD TO WALL PLATE I i �- - - - DRAG TRUSS M III I I I� I I I I I II II 11 II II I I Ij II II I I - II II GIRDER TRUSS I L____3 �J I Il 1 rI I . ry X I III ;I II I I III I I I I I �I III GIRDER TRUSS DRAG TRUSS Ilk I I 1 A35 s 12, O.C. - TRUSS BOT. CHORD TO WALL PLATE I I• I I I I I I I I I�XI - 12-3E I � ----4+ I I I I I I II.I I I I I I I I I I I I I I I I I I I I I II I rF__ ----I_T II II I II II I II rl —art I I i I 4x8 4x8 _ __ 4x8 I ; II II II II 12:3 I ; II // ----------- 12:3 I I Fml II 1; II II I -------------- ;I II I I ROOF FRAMING NOTES: I. ALL EXTERIOR HEADERS SHALL BE bX8 DI-2 UNLESS NOTED OTHERWISE ON PLAN. ALL INTERIOR HEADERS SHALL BE 4XIC DF7 UNLESS NOTED OTHERWISE ON FLAN. W 2. SEE GENERAL NOTES AND TRUSS NOTES BELOW FOR TRIJSS DESIGN SPECIFICATIONS. U 3. ALL SAWN ROOF JOISTS SHALL BE W 1 OR BETTER AND SPACED AT 24' O.C. UNLESS z NOTED OTHERWISE W �, 4. PRE-MFRD. TJI JOISTS SHALL BE OF THE SIZE AND SERIES SPECIFIED ON THE PLAK O N VERIFY MFRD, PLACEMENT PLAN WITH STRUCTURAL. NOTIFY THIS OFFICE OF ANY O CONFLICTS IN LAYOUT BEFORE INSTALLATION. rn 5. PROVIDE ROOF VENTILATION PER CURRENT IRC OR IBC. SEE ARCHITECTURAL PLANS FOR SPECIFIC REQUIREMENTS. b. PROVIDE ATTIC ACCESS PANEL PER CURRENT IRC, IBC, AND ARCHITECTURAL PLANS FOR SPECIFIC REQUIREMENTS. LL r WOOD TRUSSES (IBC 2303.4) SHALL BE: Q 'I I`' L DESIGNED PER IBC 2303AIJ TO CARRY LOADS LISTED IN THE DESIGN CRITERION T. AND ANY ADDITOa-!AL POINT LOADS, UNIFORM LOADS, OR DRAG STRUT FORCES y ^' NOTED ON FRAMING PLANS. 2. NON -ATTIC STORAGE TRUSSES SHALL BE DESIGNED LOCATED IN THE PL(TH A LIVE LOAD � PLANE LIP THE TRUSS. THE MAXIMUM STORAGE SPACE ABOVE THE a O N W BOTTOM CHORD SHALL BE LESS THAN 42' HIGH AND 24' WIDE. 3. ATTIC TRUSSES SHALL BE DESIGNED FOR FLOOR LOADS LISTED IN THE DESIGN CRITERION AND LOCATED IN AREAS NOTED ON THE FRAMING PLANS. 4. TRUSS DESIGN DRAWINGS AND DOCUMENT SUBMITTAL (2303A.I.) SHALL INCLUDE STRESS ANALYSIS AND PICTORIAL DEPICTION OF EACH TRUSS TYPE FOR THE PROJECT AND INCLUDING A TRUSS PLACEMENT DIAGRAM (2303.4.2). TRUSS INSTALLATION DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED ENGINEER IN THE STATE OF WASHINGTON. APPROVED TRUSS DOQIMENTS SHALL IL REMAIN ON THE JOB SITE FOR INSPECTION. 7 5. ALTERATIONS (2303.45): TRJSS MEMBERS SHALL NOT BE NOTCHED, DRILLED, ix SPLICED, OR OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN APPROVAL OF THE TRUSS DESIGNER ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (E,3. HVAC EQUIPMENT, PIPING, ETC.) SHALL NOT BE PERMITTED WITHOUT APPROVAL OF TRUSS DESIGNER loz, b. UPI I SPECIFICATIONS: THE DESIGN, MANUFACTURE, FABRICATION, AND QUALITY ? LI ASSURANCE OF METAL -PLATE -CONNECTED WOOD TRUSSES SHALL BE IN ACCORDANCE WITH TPI 1. 1. TRUSSES SHALL BE BRACED TO MANUFACTURE'S SPECIFICATIONS. 0 8. UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES SHALL HAVE 51MPSON 14-1 CLIPS O AT EXTERIOR BEARING WALLS. AT GABLE END TRUSSES, PROVIDE SUMP .SON A35 AT 24' O.C. Z w a � S. PROVIDE STC CLIPS AT ALL TRUSSES OVER NON -BEARING WALLS.it « ly a n N C a n CONTRACTOR NOTE: a m REFER TO TRUSS MANUFACTURER DWG. FOR TRUSS LAYOUT AND TYPES. USE TINS DRAWING FOR LOCATION OF SPECIAL BEAM SIZES, GIRDER TRUSS AND BUILT-UP POST LOCATIONS. In 'V m COORDINATION OF CONSTRUCTION, INCLUDING 2, m VERIFICATION OF DIMENSIONS 1 FIELD CONDITICNS, 18 THE RESFONSIBILITY OF THE CONTRACTOR ANY DIOCRiEPANCES SHALL BE BROUC•A*R TO THE W 1 0 E. ATTENTION OF THE DESIGN TEAM PRIOR TO CONSTRUCTION. �i E LEGEND WIC NDICATES 6X6, 4X4, OR (X) 2X BUJ. POSTS ORIGINATING AT LOWER LEVEL AND ® — PER PLAN SUPPORTING POINT LOADS FROM THIS LEVEL AND ABOVE. ICATES SPECIAL POSTBEAM CAP PER PLAN OR GENERAL NOTES. TINDICATES SPECIAL BEAM MARK NUMBER O`&XIOf PER PLAN AND STRUCTURAL CALCULAT, ONS. SEE WALL ELEVATION ON _- -jj-\ 51 FOR FRAMING REQUIREMENTS. --INDICATES WALL BELOW m `O Q1 !LUSH 5EAM ,�INDICATE5 TOP OF BEAM AND JOIST FLUSH.ND p a a c If SA1N JOIST SUPPORTED BY FACE di ICATES MANUFACTURED TRUSSES OR MOUNTED SIMPSON HANGER 9 p 4 0 td INDICATES 7(g' 055 SHEATHING - NAIL WITH Sd ® 6' O.C. EDGES AND ad ® 12' O.C. AT INTERMEDIATE FRAMING Project # MEIN . (TYP) 12318 Sheet CITY OF EVERETT REVIEWED FOR PERMIT