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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" HOG 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 1/2" 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 />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'j. <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 PBS36, .17T' " 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 MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x5 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 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 />MARK <br />SIZE 6 <br />BABE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD-1 <br />4X6 (3 X'x5 n') SYP. <br />HTT4 W/ 5/8" DIA. <br />(5/83.1A) <br />PT., WOOD POST <br />x 5'EXP. BOLT <br />WO-2 <br />4X6 (3 X'x5 n') SYP, <br />HTT4 W/ 5/8" DIA. <br />(5/S3.1A) <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />FIRE <br />DRAFT I DPI I <br />FLOORS—' <br />2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. _ STOP <br />FLR. TRUSS <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS �Al <br />3/4" PLYWOOD <br />DRAFT STOP �I <br />PRE-ENG. FLR. JOISTS <br />1 <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />SECURE 2X12 HDR TO <br />CMU W/HU410 W/(18) <br />TITEN 2 SCREWS TO <br />CMU 8 (10) 0.1484 <br />NAILS TO HDR <br />SECURE 2X12 HDR <br />TO 2X8 HDR MSTA-18 <br />W/(14) 0.148"x 2 1/2" <br />NAILS <br />CHlH <br />_ Q <br />w,r <br />2x4 WOOD WALL WI <br />SYP. NO.2 STUDS. <br />PLACE DBL STUDS <br />li UNDER EACH JOIST <br />LL <br />_=s=x <br />sSs�s <br />FJ7 <br />a > n FJ7 <br />N N <br />._ xr=s-xxx=x <br />F15 <br />.xx=x FJ5ex <br />=o = ===o = e 2x4 WOOD <br />WALL W/ <br />SYP. NO.2 <br />STUDS <br />1 12" O.C. <br />2 _ �FJ4_ 1 <br />2X4 OD WALL <br />W/ SYP. N0.2 <br />STUDS. PLACE <br />DBLSTUDS <br />UNDER EACH —' <br />JOISTI I, 1 <br />II HJ3 II II <br />2. WOOD <br />WALL W/ 1 r <br />SYP. NO.2 I II <br />STUDS( <br />12" O.C. I ,1 <br />2x4 WOOD WALL W/ SYP. <br />_ NO.2 STUDS 012�O.C. <br />x <br />OdcUii€Abifik6��Rb€R <br />10d x 1 1/2" HGD.NAILB, TO CMU ! <br />=�1/4'x23/4'TITEN2AWgi0RS <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = V-W IJOIST <br />APPLY DRAFTSTOPPING <br />ALONG THIS TRUSS AS TO <br />LIMIT AREA TO 1000 S.F. <br />FBCR 302.12 <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 <br />h <br />o <br />b <br />14 <br />o <br />0 <br />O <br />h <br />OtmDIv de LOT <br />ABBOTT PARK <br />LOT #14 <br />BLK #13 <br />PHASE #4B <br />PROJECT* <br />04181.04B-14131 <br />MODEL <br />3EFB <br />"2447-ROBIE" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />N <br />DATE: mT 10/28/21 <br />OCALE:1/4• = I'-0" <br />SEMET <br />S3 <br />