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4X <br />6 <br />4X64X6 <br />6X <br />6 <br />4X <br />6 <br />4X <br />6 <br />4X <br />6 <br />4X <br />6 <br />2 <br />2 <br />2 <br />7 <br />SD3 <br />7 <br />SD3 <br />4X <br />6 <br />4X <br />8 <br />103 <br />ALIGN <br />4X <br />6 <br />FRAMING SCHEDULE <br />SYMBOLS LEGEND <br />KEY NOTES <br />COUNTERSINK AS REQUIRED NO OVER CUT. <br />CONTINUOUS SHEAR TRUSS W/ E.N OVER EACH PARTY WALL AT ROOF LEVEL <br />DESIGN TRUSS TO TRANSFER 180 PLF MIN. LATERALLY.16 <br />17 <br />1 <br />FRAMING NOTES <br />11. ALL WOOD I-JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, <br />EWS-Z725B (PERFORMANCE RATED I-JOIST STANDARD) OR ASTM D5055. QUALIFIED <br />PRI-400, MANUFACTURED. I-JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. <br />3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY <br />GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. <br />4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM <br />BOTH SIDES. <br />1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN1 & SN2) FOR <br />MORE INFORMATION. <br />8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. <br />5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD <br />SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. <br />10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I-JOISTS TO OTHER <br />FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. <br />//////////////// <br />7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE <br />DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. <br />2. REFER TO DETAIL FOR TYPICAL CONNECTION AT ALL INTERIOR <br />NON-BEARING WALLS AT ROOF LEVEL. <br />9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE <br />USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN <br />SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF <br />POST OR TRIMMER AS NOTED <br />X <br />X <br />SHEAR PANEL LENGTH AND NUMBER. <br />REFER TO SN1 FOR PANEL TYPE <br />BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS <br />X <br />X <br />SDX <br />DIRECTION OF ROOF MEMBER PER SCHEDULE, <br />REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G <br />DIRECTION OF FLOOR MEMBER PER SCHEDULE, <br />REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G <br />DIRECTION OF DECK MEMBER PER SCHEDULE, <br />REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G <br />DETAIL NUMBER <br />DETAIL SHEET NUMBER <br />KEY NOTE NUMBER <br />BEARING WALL <br />CALIFORNIA FRAMING <br />6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR <br />AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. <br />SHEAR WALL CAN BE ON THE OTHER SIDE AS AN ALT. <br />X <br />X <br />14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN <br />BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED <br />@ EACH END OF HEADER. <br />CLEAR SPAN, L <br /> L ≤ 6'-0"6'-0" < L ≤ 10'-0" L ≥ 10'-0" <br />2 x 2-2 x SEE PLAN <br />13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & <br />INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE <br />FOR OTHER COMMON HEADER SIZES. <br /> * 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE <br />16d NAILS @ 16" O.C., STAGG., BOTH SIDES. <br />H1 <br />PLAN DESIGNATION <br />H2 <br />4 x 6 <br />4 x 8 <br />HEADER SIZE ALT. HEADER SIZE * <br />2 - 2 x 6 <br />2 - 2 x 8 <br />* <br />X <br />X'-X" <br />19. ATTACH WOOD FRAMING ELEMENT TO STEEL MEMBER WITH 1/2" Ø STUD BOLTS <br />AT 24" O.C. STAGGERED U.N.O <br />20. REFER TO ARCHITECTURAL PLANS/DETAILS FOR BEAM/COLUMN FIRE RESISTANCE <br />ASSEMBLIES. <br />21. TIGHT FIT SOLID COMPRESSION BLOCKING REQUIRED BETWEEN DRAG MEMBERS, <br />FILLING GAP AT PARTY WALLS. <br />15. FLOOR TO FLOOR HOLDOWN APPLY DETAIL AT EACH END OF SHEAR WALL <br />PER PLAN. (2) LOCATIONS PER WALL AS SHOWN BELOW. SEE TABLE FOR TYPE & <br />DETAIL REFFERENCE. MIN. POST SIZE IS NOTED IN THE DETAIL <br />16. INTERIOR NON-BEARING & NON-SHEAR WALLS MAY BE FRAMED WITH 2x STUDS <br />17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER , U.N.O. <br /> ON PLANS. <br />18. CONTINUOUS 1 ¼” LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES <br />WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE x 36" <br />STRAP, PER U.NO. ON PLANS. <br />1A / SD-3 <br />PER <br />PLAN APPLY DETAIL <br />REFERENCE & <br />1B / SD-3 <br />1C / SD-3 <br />1D / SD-3 <br />PER <br />PLAN APPLY DETAIL <br />REFERENCE & <br />1E / SD-3 <br />PER <br />PLAN APPLY DETAIL <br />REFERENCE & <br />//// <br />X <br />X'-X" <br />1G / SD-3 <br />1F / SD-3 <br />3/SN2 <br />GOUVIS ENGINERING. <br />9A/SD2 <br />CS16 <br />4A/SD2 <br />DESIGNED ROOF TRUSSES @ 24" O.C. <br /> AT 24" O.C., MAX. <br />X <br />A <br />B <br />C <br />D <br />E <br />F <br />G <br />X X <br />1H / SD-3H <br />1C* / SD-3C* <br />12. ENGINEERING WOOD PRODUCTS (EWP) CAN BE FROM ANY MANUFACTURER WITH <br />CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL <br />PROPERTIES: <br />Fb = 2800 psi (MIN), Fv = 285 psi (MIN), E = 2.2 x 106 psi (MIN). <br />Fb = 2800 psi (MIN), Fv = 285 psi (MIN), E = 2.0 x 106 psi (MIN). <br />Fb = 2325 psi (MIN), Fv = 285 psi (MIN), E = 1.55 x 106 psi (MIN). <br />Fb = 1700 psi (MIN), Fv = 285 psi (MIN), E = 1.3 x 106 psi (MIN). <br /> FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY <br />WALL, AND MATCHES JOIST DEPTH: <br /> Fc I (PERPENDICULAR)........ = 680 psi (MIN)Ft = 1075 psi (MIN), <br /> Fc // (PARALLEL)..................... = 1400 psi (MIN)E = 1.3 x 106 psi (MIN) <br />GLU-LAM BEAM SHALL BE: <br />24F-V4, DF/DF : Fb = 2400/ 1850 psi @ BOTTOM/ TOP, Fv = 265 psi, E = 1.8 x 106 psi (MIN). <br />24F-V8, DF/DF : Fb = 2400 psi @ BOTTOM & TOP, Fv = 265 psi, E = 1.8 x 106 psi (MIN). <br />XXX - X.XE <br />BEAM SIZE, SEE BEAM SCHEDULE <br />MINIMUM MODULUS OF ELASTICITY (E) <br />LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. <br />SEE PLAN FOR NUMBER OF BAYS. <br />DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G <br />BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. F.N. <br />BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. F.N. <br />PROVIDE SOLID BLOCKING <br />TRUSS HANGER BY TRUSS SUPPLIER <br />SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) <br />DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1700# FORCE MIN. (U.N.O.) <br />CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS ( U.N.O.) <br />(1) SIMPSON HTS20 FLUSH BEAM TO DROP BEAM ( U.N.O.) <br />13 <br />11 <br />8 <br />9 <br />10 <br />14 <br />5 <br />6 <br />12 <br />4 <br />3 <br />CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE <br />W/ (1) CS16, U.N.O.7 <br />CONTINUOUS JOIST W/ E.N. <br />BLOCKED OPENING SEE DETAIL 15/SD215 <br />CONTINUOUS 1 1/4" WIDE MIN. LVL / TIMBERSTRAND OR SPLICE PER PLAN.1 <br />2 ALIGN POST(S) WITH UPPER FLOOR POST(S), SEE DETAIL 2-SN2 <br />//////////////// <br />9 1/2" DEEP TJI 230 FLOOR JOISTS @ 24" O.C. <br />3 <br />2 <br />2 X 8 ROOF RAFTER @ 16" O.C.4 <br />9 1/2" DEEP TJI 230 CORRIDOR JOISTS @ 24" O.C. <br />9 1/2" DEEP TJI 230 CORRIDOR JOISTS @ 19.2" O.C. 5 <br />24 <br />224 <br />226 <br />324 <br />326 <br />44 <br />46 <br />48 <br />66 <br />68 <br />88410 <br />412 <br />26 <br />2X4 STUD <br />2X6 STUD <br />2-2X4 STUD <br />2-2X6 STUD <br />3-2X4 STUD <br />3-2X6 STUD <br />4X4 POST <br />4X6 POST <br />4X8 POST <br />4X10 POST <br />4X12 POST <br />6X6 POST <br />6X8 POST <br />8X8 POST <br />STUD AND TRIMMER SCHEDULE <br />POST AND TRIMMER SCHEDULE <br />24T <br />26T <br />224T <br />226T <br />324T <br />326T <br />2X4 TRIMMER <br />2X6 TRIMMER <br />2-2X4 TRIMMER <br />2-2X6 TRIMMER <br />3-2X4 TRIMMER <br />3-2X6 TRIMMER <br />44T <br />46T <br />48T <br />66T <br />68T <br />88T <br />4X4 TRIMMER <br />4X6 TRIMMER <br />4X8 TRIMMER <br />6X6 TRIMMER <br />6X8 TRIMMER <br />8X8 TRIMMER <br />BEAM SCHEDULE <br />411-1.55E 3 1/2"x11 1/4" 1.55E EWP FL BM <br />611-2.0E 5 1/4"x11 1/4" 2.0E EWP FL BM <br />FLOOR FRAMING PLAN <br />SCALE : 1/4" = 1'-0"UNIT A-1 <br />01/29/2025PC COMMENTS RESPONSE #1 <br />04/17/2025PC COMMENTS RESPONSE #2 <br />VE Revs 10/10/20251 <br />B <br />A <br /> <br />a <br />n <br />d <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />b <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />i <br />n <br /> <br />w <br />h <br />o <br />l <br />e <br /> <br />o <br />r <br /> <br />i <br />n <br /> <br />p <br />a <br />r <br />t <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br /> <br />p <br />r <br />i <br />o <br />r <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />o <br />f <br /> <br />s <br />a <br />i <br />d <br /> <br />e <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />s <br />, <br /> <br />a <br />n <br />y <br /> <br />u <br />n <br />a <br />u <br />t <br />h <br />o <br />r <br />i <br />z <br />e <br />d <br /> <br />r <br />e <br />u <br />s <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />o <br />t <br />h <br />e <br />r <br /> <br />t <br />h <br />a <br />n <br /> <br />f <br />o <br />r <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br /> <br />a <br />n <br />d <br /> <br />l <br />o <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />s <br />h <br />o <br />w <br />n <br /> <br />i <br />s <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br />. <br />al <br />l <br /> <br />i <br />d <br />e <br />a <br />s <br />, <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />s <br /> <br />a <br />n <br />d <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />r <br />e <br />p <br />r <br />e <br />s <br />e <br />n <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />t <br />h <br />i <br />s <br /> <br />d <br />r <br />a <br />w <br />i <br />n <br />g <br /> <br />a <br />r <br />e <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />c <br />l <br />u <br />s <br />i <br />v <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br />Go <br />u <br />v <br />i <br />s <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />JOB NO. <br />SUBMITTAL <br />DATE <br />SHEET TITLE <br />SHEET NO. <br />CLIENT: <br />REVISION <br />DATE <br />21 <br />3 <br />0 <br /> <br />E <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br /> <br /># <br />2 <br />0 <br />0 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />BSB: MR230056; Gouvis: 66467 <br />1ST PLAN CHECK SUBMITTAL 08/20/2024 <br />2ND PLAN CHECK SUBMITTAL 01/29/2025 <br />3RD P.C. SUBMITTAL <br />04/17/2025 <br />3RD PLAN CHECK SUBMITTAL 04/17/2025 <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br />21 <br />5 <br />0 <br /> <br />E <br />. <br /> <br />F <br />O <br />U <br />R <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br />& <br /> <br />2 <br />1 <br />6 <br />0 <br /> <br />E <br />. <br /> <br />F <br />O <br />U <br />R <br />T <br />H <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />S1 <br />FRAMING PLAN <br />UNIT A-1