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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 I 1/2"HDG NAJLS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON HIOA OR LGT2 W I Od x 1 1/2" HOG 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 UNTELS. <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENING& <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 REVIEWAND <br />APPROVAL. <br />10. PLACE 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HiLTI X�ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36,.177" * x 2 7/8" LONG, WITH WASHER @ 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 MMUFAMRER / ENGINEER NOTES: <br />I ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED Wl A 2�6 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 />1 TRUSS COMPANY/ ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />TRUSS CONNECTIONS. <br />41 AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COUJMN. <br />MAINTAIN AT LEAST WFROM THE CENTER OF THE COLUMN. I <br />r- — — — — — — — - <br />: FIRE <br />.tF2�.S:O <br />L- — — — — — — — - <br />3/4" SUB---� <br />FLOOR X4 NAILER <br />FOR DRAFT <br />PR&ENG.��m -VTOP <br />FLR. TRUSS W- <br />ELEV. VIE <br />PRE-ENG. Fl-R. JOISTS <br />3/4"PLYWOOD------i <br />DRAFT STOP I <br />PRE-ENG. FLR. JOISTS-N, <br />2X4 NAILER FOR <br />DRAFT STOP <br />314" PLYW002� <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />FIRST FLOOR FRAMING PLAN <br />SCALE: i/4"= V-0" 1-50197— <br />HU48 <br />It N. RONALD REAGAN 81 <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX- 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />LJ <br />ul <br />w <br />X <br />0 <br />r8U13DrV. a. LOTN <br />ABBOTT PARK <br />LOT #10 <br />BLK #12 <br />PHASE 4C <br />PROJMCT# <br />04181.04C-10121 <br />MODEX. <br />E401 <br />"2828-ENSLEY" <br />GAMA03C SVfMo: <br />LEFT <br />PACE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />%160 MPH EXP. <br />I PRINT <br />DATE: 12/07/21 <br />SCALE: 1/4"=l'-0" <br />SEIEET <br />S3 <br />