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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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d 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 />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). <br />8. 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 />9. 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 @ 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. 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 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 />MARK <br />SIZE & <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD-1 <br />4X6 (3 Y2'x5 Y") SYP. <br />HTT4 W/ 5/8" DIA. <br />(5/S3.1A) <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />WD-2 <br />4X6 (3 Y"x5 Y") SYP. <br />ABU46Z W/ 5/8" DIA. <br />PT., WOOD POST <br />x 5" EXP. BOLT <br />r---------� <br />FIRE <br />DRAFT STOP <br />L---------I <br />FLOORS �_ <br />2X4 NAILER <br />FOR DRAFT <br />PRE-ENG. _ STOP <br />FLR. TRUSS <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS III <br />3/4" PLYWOOD 'I I <br />DRAFT STOP <br />PRE-ENG. FLR. JOISTS I I� I <br />II fl <br />2X4 NAILER FOR <br />DRAFT STOP <br />3/4" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />4 <br />9A I 3.1 i <br />3.1 <br />IL _ _ - - 2x4 WOOD WALL W/ <br />10B 2x4 WOOD = SYP. NO.2 STUDS. <br />3.1 II WALL W/ PLACE DBL STUDS <br />3 SYP. NO.2 UNDER EACH JOIST U- <br />3.1 STUDS @ <br />12" O.C. <br />u <br />II I 4 <br />I II II II II II �I <br />I <br />U- - - <br />II II II II II 11 U- <br />II I) II II II II II m 11 <br />II <br />II II (I I) HJ3 II II I) u <br />II <br />WD II <br />APPLY DRAFTSTOPPING II 2x4 WOOD II 3.1 <br />ALONG THIS TRUSS AS TO WALL W/ <br />LIMIT AREA TO 1000 S.F. I II SYP. NO.2 <br />FBCR 302.12 II I STUDS @ 6 FJ3 <br />II 4 _ - <br />12 O.C. FJ6 <br />11 <br />=FI �7E�_ <br />° FJ4 3.1 <br />_�__ _ <br />-� 2X4 WOOD WALL <br />W/ SYP. NO. 2 = _ <br />STUDS. PLACE - - <br />3.1 DBL STUDS <br />I - - - - - UNDER EACH - - <br />JOIST <br />u Q z O <br />9B FJ7 Aclo <br />�3.1 2x4 WOOD WALL W/ SYP. _I p0 co Ua <br />06NO.2 STUDS @ 12" O.C. _ U) <br />3.1 FJ7 II o <br />- - - Li <br />FJ5 = _ <br />FJ5 I <br />I - - - - - - - - FJ5 <br />u <br />II - - <br />II== _ _ _ _ - - = H1G - <br />HJ4 9B 10B 3 II <br />3.1 3.1 3.1 EJ3A-T 11-- <br />ti6o <br />11 Don <br />II <br />SECURE HU26X TO GIRDER <br />4 W/ (2)10d x 1 1/2" HGD.NAILS, <br />1'b CMU W/ (4)1/4" x 2 3/4" c <br />3.1 TITEN 2 ANCHORS 4 U v <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = 1'-0" I -JOIST <br />ti <br />'3A <br />10E <br />3 <br />SECURE 2X12 HDR TO <br />CMU W/HU410 W/(18) <br />TITEN 2 SCREWS TO <br />CMU & (10) 0.148x3 <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 />CJ3H 1A <br />S3.1� <br />CH1H <br />y' <br />11,y <br />tiUll <br />43.1 <br />0 <br />'3.1 <br />3 <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />o <br />V <br />J <br />w <br />p <br />U <br />°C <br />Q <br />V <br />o <br />� <br />U <br />rn <br />A <br />� <br />2aQeL> <br />� <br />Ll <br />Q <br />Ll <br />d <br />w <br />� <br />w <br />0 <br />ti <br />M <br />T <br />Q <br />A <br />0 <br />e <br />f <br />6 <br />v <br />cn <br />SUBDIV. & LOT: <br />ABBOTT <br />PARK <br />LOT #38 <br />B LK #9 <br />PROJECT: <br />04181. 000- 38091 <br />MODEL: <br />3EFB <br />"2447-ROBIE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />ELEVATION 'G' <br />60 MPH EXP. C <br />ol <br />rs`ir' j 05 26 20 <br />DATE: <br />t SCALE: 1/4" = 1'-0" <br />SHEET <br />s0 <br />