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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1Od x 1 112" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). <br />9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,WO LBS SHALL BE <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />TRUSS CONNECTIONS. <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />SIZE 6 <br />BASE PLATE Oft <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />4A (3112761/2") <br />HTT4 W/ 518" DIA. x 5" EXP. <br />SYP. PT, WOOD POST <br />BOLT <br />r---------1 <br />FIRE <br />"Rtl�.SID�� <br />3/4" SUB <br />FLOOR �" 2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. STOP <br />FLR. TRUSS - <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS �I <br />3/4" PLYWOODI <br />DRAFT STOP 'I <br />PRE-ENG. FLR. JOISTS 1 1f <br />l I rl <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />--Mrl <br />u n u u u u n <br />II II II II II II II <br />II II II II II II II <br />II II it II II II II <br />II II IIFJ111 II II II <br />Ff -Ez <br />-N, II II II <br />ill IU a 11 Ili 11 11 II <br />11 11 II II II I <br />-Hl II II II III III <br />11 11 11 11 11 11 11 <br />II II II II II II II <br />II II II II II II <br />2X4 WOOD BEARING <br />11 WALL W/SYP NO. 2 11 11 <br />II STUDSTOP OF WOOD II II <br />11 WALL EL. 8'-8". 11 11 <br />u u u u n -n a rr u u n n II <br />II II II II II II II II II II II II II <br />u u u u n u 11 n u u u u 11 <br />II II II it II II II II II II II II <br />If I 1 11 II II II II II II_ II II II II II II <br />II II II IIFJ311II II II II IIF „II <br />II II II II II <br />II II II II II <br />II II II II II <br />II II II II II <br />IISECURE 12XI2H II <br />II TO 2X8 HDR MTS-20 <br />W/(14) 0.148"x 2 l/2" <br />II NAILS <br />STUDS <br />PROVIDE DRAFTSTOPPING, SEC 12 H <br />ALONG THIS TRUSS AS TO = _ = TO L 2 <br />LIMIT AREA TO 1000 S.F. W/(1 <br />PER FBCR 502.12 NAILS STUDS <br />= WD --- <br />SIMPSON LGUM46-SDS W/ (4) <br />3/8" X 4" TITEN HD ANCHORS <br />TO CMU 8 (4) 1/4" X 2 1/2" SDS <br />SCREWS TO BEAM <br />PRE FABRICATED IJOIST 9B tOB 3 y`ir <br />@24_O.C_MAX <br />--------- - SIMPSON HETA 16 W/ (2) <br />1/2" MOD PANELS <br />FJ4 <br />FLOOR FRAMING PLAN <br />SCALE: 1/4" = V-0" IJOIST <br />JO <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />V <br />loll <br />Lr <br />of <br />R <br />Susmv. ae LOT <br />ABBOTT PARK <br />LOT# 16 <br />BLK. 11 <br />PROJECT# <br />04181.000-16111 <br />MODEIr <br />3EEB <br />"2260-ELSTON" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FLOOR <br />FRAMING <br />PLAN <br />60 H W. <br />PRINT 05/25/21 <br />DATE: <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s3 <br />