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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)10dx 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/Z' HDG NAILS, FILLALL 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 />S. 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 Q 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 Z500 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 />812E 4 <br />BABE PRATE OR <br />MARK <br />DESCRIiI'iION <br />REINFORCEMENT <br />REMARK <br />WD-1 <br />4X8 (3 X"x5 X") SYP. <br />HTT4 W/5/6" DIA x 5' <br />5/S3.1A <br />PT., WOOD POST <br />EXP. BOLT <br />y✓� U U U tJ U U S <br />CJ, <br />c CJ3 n n n n x n 11 n u u It It c it u It J3 <br />N II II II II it II II II II II II II II <br />CJ5 = yp It u n u n It it n u n n u s n �e JS <br />1B A8G ,B 11 11 <br />U �_ _ - - _ '.c=s ems= _ =mac - csv 21 <br />=ass <br />8 <br />A5I - <br />O � <br />8I I----- 1 - --I - I--- - I --- A31 =_ <br />s w <br />K PRE- BRICATEDROOF <br />O_ TRU ES Q$ 24' O.C. <br />=RIDGE �TM = 1A <br />= A7 <br />Lj <br />tr N I 1 1 ATTIC <br />0 <br />D- S =_ _ _�= A4 =_ <br />J <br />oO D lo I I I _--�2 <br />to � <br />- <br />2 <br />U <br />18 A G lB <br />CJ�S = s it 11 Is it 11 <br />CA II 8 II II p <br />11 If II 11 II <br />CJ, It II IIW 10 IIW WII A WII <br />U U to <br />1 , <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = l'-0" <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />1 <br />9 <br />8 <br />o <br />O <br />IsUMM. ac WTI <br />ABBOTT PARK <br />LOT #2 <br />BLK #14 <br />PHASE 4C <br />FROT# <br />0418 .04C-02141 <br />MODMIC <br />4EHB <br />"2605- HAYDEN" <br />OAPAGN swniveI <br />RIGHT <br />PACE: <br />ROOF FRAMING <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />o0T <br />DRINT <br />w 10/26/21 <br />8CAXAh 1/4"=1'- " <br />almeNT <br />Se <br />