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HomeMy WebLinkAboutS551WALL FLOOR TRUSS HEADER ABOVE WINDOW/DOO R WINDOW/DOOR OPG. WALL CONTIN. 2x BAND BOARD IF REQ'D. SOLID BLOCKING UNDER TRIMMERS WALL WALL APA-RATED SUBFLOOR NOTE: UDNERLAYMENT NOT SHOWN FOR CLARITY WALL WINDOW/DOOR OPG. WALL WALL FLOOR TRUSS APA-RATED SUBFLOOR NOTE: UNDERLAYMENT NOT SHOWN FOR CLARITY SOLID BLOCKING UNDER TRIMMERS HEADER ABOVE WINDOW/ DOOR LADDER WALL PANEL/TRUSS ON TOP OF BRG. WALL WALL HEADER ABOVE WINDOW/ DOOR WALL APA -RATED SUBFLOOR NOTE: UNDERLAYMENT NOT SHOWN FOR CLARITY FLOOR TRUSS WALL WALL WINDOW/DOOR OPG. WALL SOLID BLOCKING UNDER TRIMMERS 2x SOLE PLATE (2) 2x PLATES FLOOR TRUSS 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. TOPPING AND/OR UNDERLAYMENT IF REQUIRED. SEE PLANS AND NOTES. 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. CONTINUOUS EXTERIOR SHEATHING AS SPECIFIED. FASTEN TO RIBBON BOARD AT TOP, TOP PLATE OF WALL BELOW AT THE BOTTOM, ENDS OF TRUSSES, AND VERTICAL BLOCKS WITH 0.131" x 3" NAILS AS REQUIRED FOR THE ALL BELOW. SHEATHING ENDS TO BE ON VERTCIAL FRAMING MEMBER ONLY. APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES EXTERIOR SHEATHING AS REQUIRED 2X6 VERTICAL FLAT BLOCK AT EA. STUD IN THE WALL BELOW FROM BOTTOM OF RIBBON BOARD TO TOP OF WALL BELOW 2x6 RIBBON BOARD 2x SOLE PLATE EXTERIOR WALL IS TALL WALL TO BOTTOM OF FLOOR DECK 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. TOPPING AND/OR UNDERLAYMENT IF REQUIRED. SEE PLANS AND NOTES. EXTEND EXTERIOR SHEATHING TO TOP OF WALL. APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES EXTERIOR SHEATHING AS REQUIRED (2) 2x TOP PLATES. AT DESIGNATED SHEAR WALLS, FASTEN TOP PLATES TOGETHER WITH THE SAME NAIL SPACING AS REQUIRED FOR THE SHEAR WALL SHEATHING BELOW BEARING WALL. SEE FRAMING PLAN FLOOR TRUSS 2X_ FLAT BLOCKING BETWEEN THE TRUSSES - NAIL BLOCKING TO TOP OF WALL WITH 0.131" x 3" NAILS AT SAME NAIL SPACING AS WALL SHT'G BELOW W/ 6" o/c MAX. 2X6 VERTICAL FLAT BLOCK AT EACH STUD IN THE WALL BELOW FROM BOTTOM OF RIBBON BOARD TO TOP OF BLOCKING BETWEEN TRUSSES ON TOP OF WALL. FLOOR TRUSS FLOOR TRUSS. DO NOT INSTALL UNTIL CONTINUOUS 3/4" OSB RIM BOARD IS INSTALLED AND FULLY FASTENED AS SHOWN. 2x6 RIBBON BOARD. DO NOT INSTALL UNTIL CONTINUOUS OSB FLOOR SHEATHING IS INSTALLED AND FULLY FASTENED AS SHOWN. NAIL TO APA RIM BOARD WITH 0.131" x 3" NAILS 6" o/c MAX. 3/4"+/-TOPPING APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES 2X6 RIBBON BOARD. INSTALL FLOOR TRUSS AND RIBBON BOARD ON THIS SIDE FIRST. 2x4 DEMISING WALLS 2x4 SOLE PLATES 2x4 DEMISING WALLS CONTINUOUS 7/16" OSB SHEATHING. FASTEN TO RIBBON BOARD AT THE TOP, HORIZONTAL BLOCKING AT THE BOTTOM, ENDS OF TRUSSES, AND VERTICAL BLOCKS W/ 0.131 x 3" NAILS AT SAME NAIL SPACING AS WALL SHT'G BELOW W/6" o/c MAX. SHEATHING ENDS TO BE ON A VERTICAL FRAMING MEMBER ONLY. NOTE: THIS DETAIL REQUIRES A SPECIFIC SEQUENCE OF CONSTRUCTION. THE SECOND SIDE (NON-SHEAR WALL SIDE) FLOOR TRUSS AND RIBBON BOARD CANNOT BE INSTALLED UNTIL THE 7/16" RIM BOARD HAS BEEN INSTALLED AND FULLY FASTENED TO ALL FRAMING AS SHOWN. WOOD SHEATHING SHEAR WALL WITH WOOD SHEATHING ON INSIDE FACE OF WALL WOOD SHEATHED SHEAR WALL WITH WOOD SHEATHING ON INSIDE FACE OF WALL TOPPING AND/OR UNDERLAYMENT IF REQUIRED. SEE PLANS AND NOTES. 2x6 STRONGBACK W/ (3) 0.131" x 3" NAILS TO TRUSS VERTICAL WEB. SPACE STRONGBACKS 10 FT. O.C. MAX. APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES WALL SHEATHING NOT SHOWN FOR CLARITY. NEITHER, ONE, OR BOTH WALLS MAY BE SHEAR WALLS. SEE FRAMING PLAN. 2x SOLE PLATE FLOOR TRUSS 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. SEE FRAMING PLAN AND SHEAR WALL SCHEDULE FOR SHEAR WALL LOCATION, SHT'G, AND FASTENING. 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. SEE FRAMING PLAN AND SHEAR WALL SCHEDULE FOR SHEAR WALL LOCATION, SHT'G, AND FASTENING. (2) 2x PLATES 2x SOLE PLATE FLOOR TRUSS 2x BEARING STUD WALL TOPPING AND/OR UNDERLAYMENT IF REQUIRED. SEE PLANS AND NOTES. 2x BEARING STUD WALL APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES2x6 RIBBON BOARD. FLOOR TRUSS. 2X6 VERTICAL FLAT BLOCK AT EA. STUD IN THE WALL BELOW FROM BOTTOM OF RIBBON BOARD TO TOP OF BLOCKING BETWEEN TRUSSES ON TOP OF WALL 2X4 VERTICAL FLAT BLOCK AT EA. STUD IN THE WALL BELOW FROM BOTTOM OF RIBBON BOARD TO TOP OF WALL. TOE- NAIL AT BOTH ENDS BEARING WALL. SEE FRAMING PLAN FLOOR TRUSS 2X_ FLAT BLOCKING BETWEEN THE TRUSSES - NAIL BLOCKING TO TOP OF WALL WITH 0.131" x 3" NAILS AT SAME NAIL SPACING AS WALL SHT'G BELOW W/ 6" o/c MAX. WHEN WALL ABOVE IS A SHEAR WALL; CONTINUOUS 7/16" OSB SHEATHING. FASTEN TO RIBBON BOARD A THE TOP, HORIZONTAL BLOCKING AT THE BOTTOM, ENDS OF TRUSSES, AND VERTICAL BLOCKS W/0.131 x 3" NAILS AT THE SAME NAIL SPACING AS WALL SHT'G BELOW W/ 6" o/c MAX. SHEATHING ENDS TO BE ON A VERTICAL FRAMING MEMBER ONLY. 3/4"+/-TOPPING APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES 2X6 RIBBON BOARD. INSTALL FLOOR TRUSS AND RIBBON BOARD ON THIS SIDE FIRST. 2x4 DEMISING WALLS 2x4 SOLE PLATES 2x4 DEMISING WALLS NOTE: THIS DETAIL REQUIRES A SPECIFIC SEQUENCE OF CONSTRUCTION. THE SECOND SIDE (NON-SHEAR WALL SIDE) FLOOR TRUSS AND RIBBON BOARD CANNOT BE INSTALLED UNTIL THE 7/16" RIM BOARD HAS BEEN INSTALLED AND FULLY FASTENED TO ALL FRAMING AS SHOWN. THIS DETAIL IS DRAWN SO EITHER OR NEITHER OF THE TWO DEMISING WALLS MAY BE A SHEAR WALL. SEE FRAMING PLAN. THE FLOOR SPACE TREATMENT WILL VARY DEPENDING ON WHICH, IF EITHER, WALL IS A SHEAR WALL. 2X6 VERTICAL FLAT BLOCK AT EACH STUD IN THE WALL BELOW FROM BOTTOM OF RIBBON BOARD TO THE TOP OF BLOCKING BETWEEN TRUSSES ON THE TOP OF THE WALL. 2x SOLE PLATE FLOOR TRUSS 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. 3/4"± TOPPING 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. CONTINUOUS 7/16" OSB SHEATHING BETWEEN TRUSS ENDS. WHEN THE WALL IS A SHEAR WALL, FASTEN TO RIBBON BOARD AT THE TOP, HORIZONTAL BLOCKING AT THE BOTTOM, ENDS OF TRUSSES, AND VERTICAL BLOCKS W/ 0.131" x 3" NAILS AT SAME NAIL SPACING AS WALL SHT'G BELOW W/ 6" o/c MAX. SHEATHING ENDS TO BE ON A VERTICAL FRAMING MEMBER ONLY. IF WALL IS NOT A SHEAR WALL, SHEATHING IS DRAFT STOP ONLY. APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES 2x6 RIBBON BOARD. DO NOT INSTALL UNTIL CONTINUOUS 7/16" OSB RIM BOARD IS INSTALLED AND FULLY FASTENED AS SHOWN. NAIL TO APA RIM BOARD WITH 0.131" x 3" NAILS AT SAME NAIL SPACING AS SHEAR WALL SHT'G. BELOW w/ 6" O.C. MAX. 2x6 FLAT BLOCKING BETWEEN THE TRUSSES -NAIL BLOCKING TO TOP OF WALL w/ 0.131" x 3" NAILS AT SAME NAIL SPACING AS WALL SHT'G. BELOW w/ 6" O.C. MAX. INSTALL ONLY IF THE WALL IS A SHEAR WALL. 2x4 RIBBON BOARD. INSTALL FLOOR TRUSS AND RIBBON BOARD ON THIS SIDE FIRST NOTE: WALL SHEATHING NOT SHOWN FOR CLARITY FLOOR TRUSS. DO NOT INSTALL UNTIL CONTINUOUS 7/16" OSB RIM BOARD IS INSTALLED AND FULLY FASTENED AS SHOWN. NOTE: THIS DETAIL REQUIRES A SPECIFIC SEQUENCE OF CONSTRUCTION. THE SECOND SIDE FLOOR TRUSS AND RIBBON BOARD CANNOT BE INSTALLED UNTIL THE 7/16" RIM BOARD HAS BEEN INSTALLED AND FULLY FASTENED TO ALL FRAMING AS SHOWN. 2x6 VERTICAL FLAT BLOCK AT EA. STUD IN THE WALL BELOW FROM BOTTOM OF RIBBON BOARD TO TOP OF WALL BELOW 2x SOLE PLATE FLOOR TRUSS 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. TOPPING AND/OR UNDERLAYMENT IF REQUIRED. SEE PLANS AND NOTES. 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES DOUBLE VERTICAL TRUSS AT THE BEARING NOTE: WALL SHEATHING NOT SHOWN FOR CLARITY NOTE: CONTINUOUS TRUSS SHOWN. TRUSS MAY BE (2) END-TO-END TRUSSES ON 2x6 WALL. TO SUPPORT THE BEARING WALL ABOVE ADD 2X6 VERTICAL BLOCK AT EA. STUD IN THE WALL BELOW. TOE-NAIL AT BOTH ENDS NOTE: DO NOT USE THIS DETAIL AT SHEAR WALLS. SEE OTHER DETAIL FOR SHEAR WALL LOCATIONS. 2x SOLE PLATE FLOOR TRUSS TOP FLOOR 2x STUD WALL WITH ROOF ONLY ABOVE & NOT BEARING FOR THE ROOF. SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. TOPPING AND/OR UNDERLAYMENT IF REQUIRED. SEE PLANS AND NOTES. 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES NOTE: WALL SHEATHING NOT SHOWN FOR CLARITY NOTE: CONTINUOUS TRUSS SHOWN. TRUSS MAY BE (2) END-TO-END TRUSSES ON 2x6 WALL. DO NOT USE THIS DETAIL : 1. AT SHEAR WALLS. SEE OTHER DETAIL FOR SHEAR WALL LOCATIONS. 2. WHERE THE TOP FLOOR WALL SUPPORTS ROOF TRUSSES. BUILDING TOP FLOOR w/ ROOF ONLY ABOVE 2x SOLE PLATE FLOOR TRUSS 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. 3/4"± TOPPING 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. CONTINUOUS 7/16" OSB SHEATHING. FASTEN TO RIBBON BOARD AT THE TOP, CONTINUOUS 2X2 AT THE BOTTOM, ENDS OF TRUSSES, AND VERTICAL BLOCKS W/ 0.131" x 3" NAILS AT SAME NAIL SPACING AS WALL SHT'G BELOW W/ 6" o/c MAX. SHEATHING ENDS TO BE ON A VERTICAL FRAMING MEMBER ONLY. APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES2x4 RIBBON BOARD. 2X4 VERTICAL FLAT BLOCK AT EA. STUD IN THE WALL BELOW FROM BOTTOM OF RIBBON BOARD TO TOP OF BLOCKING BETWEEN TRUSSES ON TOP OF WALL 2X_ FLAT BLOCKING BETWEEN THE TRUSSES -NAIL BLOCKING TO TOP OF WALL w/ 0.131" x 3" NAILS AT SAME NAIL SPACING AS WALL SHT'G. BELOW w/ 6" O.C. MAX. 2x SOLE PLATE 2x STUD WALL -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. 3/4"+/- TOPPING FLOOR TRUSS 2x4 VERTICAL FLAT BLOCK AT EACH STUD IN THE WALL BELOW FROM BOTTOM OF RIBBON BOARD TO TOP OF WALL. TOE- NAIL AT BOTH ENDS. DRAFTSTOP IF/AS REQUIRED. 2x STUD WALL - SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES NOTE: WALL SHEATHING NOT SHOWN FOR CLARITY. 2x6 RIBBON BOARD 2x SOLE PLATE (2) 2x PLATES FLOOR TRUSS 2x STUD WALLS -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. TOPPING AND/OR UNDERLAYMENT IF REQUIRED. SEE PLANS AND NOTES. 2x STUD WALLS -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. PRE-FAB'D. BLOCKING PANELS BTWN. TRUSSES. MATCH STUD SIZE & SPACING OF WALL BELOW -APPLY WOOD SHT'G AND FASTENING TO MATCH WALL BELOW WHERE WALL BELOW HAS STRUCT. WOOD SHT'G. OR USE 7/16" OSB & 0.131" x 2.5" NAILS AT 6" o/c WHERE WALL BELOW HAS GYPSUM SHT'G ONLY. IF THE WOOD SHEATHING IS APPLIED TO THE SIDE OF THE BLOCKING PANEL SHOWN (AWAY FROM THE SHAFT WALL), IT MAY NOT BE APPLIED UNTIL THE BLCOKING PANEL IS FASTENED TO THE WALL BELOW AND THE TRUSS ON EACH SIDE. APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES FLOOR TRUSS SHAFT WALL LINER PER ARCHITECTURAL IF ONE OF THE WALLS IS A SHEAR WALL, APPLY THE SHEAR WALL SHEATHING TO THE UNIT SIDE OF THE WALL AFTER ALL OF THE WORK IN THE WALL CAVITY IS COMPLETE & BEFORE THE DRYWALL IS APPLIED. SEE THE SHEAR WALL SCHEDULE FOR SHEATHING AND FASTENING REQUIREMENTS. IF ONE OF THE WALLS IS A SHEAR WALL, APPLY THE SHEAR WALL SHEATHING TO THE UNIT SIDE OF THE WALL AFTER ALL OF THE WORK IN THE WALL CAVITY IS COMPLETE & BEFORE THE DRYWALL IS APPLIED. SEE THE SHEAR WALL SCHEDULE FOR SHEATHING AND FASTENING REQUIREMENTS. 2x SOLE PLATE (2) 2x PLATES 2x STUD WALLS -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. TOPPING AND/OR UNDERLAYMENT IF REQUIRED. SEE PLANS AND NOTES. 2x STUD WALLS -SEE WALL SCHEDULE AND/OR FRAMING PLAN FOR STUD SIZE AND SPACING. PRE-FAB'D. BLOCKING PANELS BTWN. TRUSSES. MATCH STUD SIZE & SPACING OF WALL BELOW -APPLY WOOD SHT'G AND FASTENING TO MATCH WALL BELOW WHERE WALL BELOW HAS STRUCT. WOOD SHT'G. OR USE 7/16" OSB & 0.131" x 2.5" NAILS AT 6" o/c WHERE WALL BELOW HAS GYPSUM SHT'G ONLY. IF THE WOOD SHEATHING IS APPLIED TO THE SIDE OF THE BLOCKING PANEL SHOWN (AWAY FROM THE SHAFT WALL), IT MAY NOT BE APPLIED UNTIL THE BLCOKING PANEL IS FASTENED TO THE WALL BELOW AND THE TRUSS ON EACH SIDE. APA-RATED SUBFLOOR GLUE-NAILED TO TRUSSES FLOOR TRUSS SHAFT WALL LINER PER ARCHITECTURAL IF ONE OF THE WALLS IS A SHEAR WALL, APPLY THE SHEAR WALL SHEATHING TO THE UNIT SIDE OF THE WALL AFTER ALL OF THE WORK IN THE WALL CAVITY IS COMPLETE & BEFORE THE DRYWALL IS APPLIED. SEE THE SHEAR WALL SCHEDULE FOR SHEATHING AND FASTENING REQUIREMENTS. IF ONE OF THE WALLS IS A SHEAR WALL, APPLY THE SHEAR WALL SHEATHING TO THE UNIT SIDE OF THE WALL AFTER ALL OF THE WORK IN THE WALL CAVITY IS COMPLETE & BEFORE THE DRYWALL IS APPLIED. SEE THE SHEAR WALL SCHEDULE FOR SHEATHING AND FASTENING REQUIREMENTS. FLOOR TRUSS WALL ON THIS SIDE TO BE A TALL WALL TO BOTTOM OF FLOOR DECK. FLOOR TRUSS OR JOISTS PER PLAN ELEVATOR OR STAIR CMU WALL (2) 2x6 #2 SP LEDGER. FASTEN LEDGER PLIES TOGETHER WITH 1 ROW OF 0.131 x 3" NAILS 4" o/c. CONNECT THE LEDGER TO THE FULLY GROUTED CMU WALL 1/2"X8" LONG TITEN HD SCREW ANCHORS AT 16" o/c. FASTEN FLOOR DECK TO EACH LEDGER w/ 8d NAILS 4" o/c. FULLY GROUT BLOCK AT ANCHORS A WOOD WALL IF PRESENT IS NOT TO BE USED AS THE FLOOR DECKING SUPPORT. APA-RATED SUBFLOOR GLUE- NAILED TO TRUSSES. FASTEN FLOOR SHEATHING TO BLOCKING BETWEEN TRUSS T.C.'s W/ 0.131"x3" NAILS 3" o/c. (2) 2x12 #2 SP LEDGER. FASTEN LEDGER PLIES TOGETHER WITH 3 ROWS OF 0.131" x 3" NAILS 4" o/c. CONNECT THE LEDGER TO THE FULLY GROUTED CMU WALL WITH (2) ROWS OF 1/2"X8" LONG TITEN HD SCREW ANCHORS AT 12" o/c. ELEVATOR OR STAIR CMU WALL 2x4 BLOCKING BETWEEN THE TOP CHORDS. FASTEN THE FIRST BLOCK TO THE LEDGER & THE SECOND BLOCK TO THE FIRST W/ (2) ROWS OF 0.131 x 3" NAILS 4" o/c. USE THIS DETAIL AT ALL ELEVATOR/STAIR CMU U.N.O. WHETHER OR NOT THERE IS A WOOD WALL ADJACENT TO THE CMU WALL. WHERE THIS DETAIL IS USED, USE IT AT EVERY LEVEL (THIS LEDGER MAY NOT SUPPORT MORE THAN ONE LEVEL.) FASTEN FLOOR SHEATHING TO BLOCKING BETWEEN TRUSS T.C.'s W/ 0.131"x3" NAILS 3" o/c. A WOOD WALL IF PRESENT IS NOTTO BE USED AS A BEARING WALL. APA-RATED SUBFLOOR GLUE- NAILED TO TRUSSES. TOP CHORD BEARING FLOOR TRUSSES A WOOD WALL IF PRESENT IS NOTTO BE USED AS A BEARING WALL. 50 South B.B. King Blvd. Suite 600 Memphis, TN 38103 901.521.1440 Drawing Name: Client: Drawn By: Checked By: Project Name: Seal Issued / RevisedDate # Issues and Revisions ©2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site. LHB Project Number: 20097 8/20/2021 12:08:36 PM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S551 WOOD FRAMING DETAILS AND SECTIONS The Corner Carmel, IN SAC PRL 116th Street & Rangeline Carmel, INThe Corner Carmel, IN •01.18066.0030 South Meridian Street, Suite 1100 Indianapolis, IN 46204 NOT TO SCALE 1 BLOCKING IN FLOOR SPACE AT END TRUSS BRG. NOT TO SCALE 2 BLOCKING IN FLOOR SPACE AT KNEE WALL/ LADDER PANEL NOT TO SCALE 3 BLOCKING IN FLOOR SPACE AT INTERIOR BRG. NOT TO SCALE 4 EXTERIOR WALL TRUSS PERPENDICULAR -OSB SHTG. NOT TO SCALE 5 EXTERIOR WALL TRUSS PARALLEL NOT TO SCALE 6 DEMISING WALLS w/ OSB SHEAR WALL NOT TO SCALE 8 DOUBLE DEMISING WALL -TRUSS PARALLEL NOT TO SCALE 7 DBL DEMISING BEARING WALL -TRUSS PERP. NOT TO SCALE 9 UNIT DEMISING WALL -TRUSS EACH WAY NOT TO SCALE102x6 BEARING WALL w/ TRUSS ENDS NOT TO SCALE 11 UNIT INT. BEARING WALL w/ BEARING WALL ABOVE NOT TO SCALE 12 UNIT INTERIOR BEARING WALL w/ NO BEARING WALL ABOVE NOT TO SCALE 13 INTERIOR SHEAR WALL -TRUSS EACH WAY NOT TO SCALE 14 INTERIOR BEARING WALL -TRUSS EACH WAY NOT TO SCALE15 SHAFT WALL w/ TRUSSES PERPENDICULAR NOT TO SCALE16SHAFT WALL W/ TRUSS EACH WAY NOT TO SCALE17FLOOR TRUSS PARALLEL TO CMU NOT TO SCALE18FLOOR TRUSS SUPPORT AT CMU WALL 06.16.21 Permit Set A 07.15.21 Addendum A B 08.20.21 IFC Set 11/01/21