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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) iOd x i 1/Z' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H1OA OR LGT2 W/ 1Od 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 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 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 HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C IW 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 U-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x6 STM. 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 ALLTRUSS 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 />r— — — — — — — — -- <br />FIRE <br />I D— FT.TO P I <br />L--------'J <br />3/4" SUB <br />FLOOR 2X4 NAILER <br />PREEN.. FOR DRAFT <br />STOP <br />FUR. TRUSS — <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS �I <br />I <br />3/4" PLYWOOD All <br />,llDRAFTSTOP t <br />PRE-ENG. FLR. JOISTS 11T <br />II f1 <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />2) 2X6 LEDGER W/ <br />1/ "ANCHOR BOLTS, <br />8" O.0 <br />SIMPSON HU48 <br />SIMPSON HU28 <br />TO LEDGER <br />J2 R n n u 1 n n u <br />N II II u II II II <br />i'� 11 II 11 11 11 II 11 <br />1, ,1 II II II II II II II <br />II II II II II II II J2 II II II II <br />II II II JII PROVIDE IIRAFT II OPPI (IG II II II <br />u III II II II ALOM T AREA TOTHIS S1000 S.F x II II <br />PER FBCR 302.12 a 11 n <br />2X4 WOOD BERING <br />= __ <br />WALL W/ SYP NO. 2OBL <br />STUDS �(_EA=JOIST <br />s==ss=s===s <br />M TO EDGER—� <br />_=AF s—==s <br />II <br />11 <br />11 II <br />11 <br />II II 11 <br />1I4 WOOD <br />II <br />II <br />II <br />II II <br />II <br />LLW/SY OC'2G <br />WALL <br />II <br />II <br />u <br />II <br />u <br />II II <br />u u <br />II II <br />n u <br />II <br />II <br />n u <br />II II <br />u n <br />II <br />II <br />II II <br />II <br />II g 0 II II <br />II II <br />it it <br />it <br />0%11 11 <br />11 <br />fl®l <br />II II II <br />II <br />II <br />� III <br />II <br />II II <br />u u n u <br />u urc�n <br />u <br />u u <br />II <br />II <br />it <br />II <br />° II <br />it <br />II l <br />II <br />It <br />II <br />1 <br />� II <br />II <br />II <br />II <br />II <br />II II <br />u <br />n <br />u <br />n n <br />u u <br />u n <br />J6 <br />11 11 11 11 11 II 11 II <br />IL111 ail.11�— <br />—1 <br />11 11 <br />2) 2X8 LEDGER W/ 9B <br />12' ANCHOR BOLTS, <br />5' EDGE SPACING, <br />16" O.C. 10B <br />CJi <br />n <br />3 <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1 /4" - V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003325 J <br />QD <br />ga <br />FFi <br />p� <br />IwxmDIV. & LOT: <br />ABBOTT PARK <br />LOT #14 <br />BLK #9 <br />—14091 <br />E401 <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN A <br />racaav a. 8 14 21 <br />DATE: / / <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s3 <br />