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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" HOG 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 />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'). <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, .177" " x 2 718" 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 T-O", 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 />REBVFORCEMENT <br />44 (3 lln31/2") <br />HTT4 W/ 518" DIA. x 5" EXP. <br />SYP. PT, WOOD POST <br />I BOLT <br />r- — — — — — — — - <br />FIRE <br />DRAFT STOP <br />L — — — — — — - <br />3W SUB <br />FLOOR —� 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( <br />DRAFT STOP �1'U <br />PRE-ENG. FLR.JOISTS-p.I <br />I1 TI <br />2X4 NAILER FOR <br />DRAFT STOP <br />314" PLYW000 <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />If n u n It u It n n if <br />II II 11 11 11 II II II II II11 it II II II II it <br />II II II II II II h <br />II II II II II II II II II II II II II II II II II II II L�—� <br />II II II II II II II II II II II II II II II II II II II 11 <br />II II <br />II II II II II II II II II II II I' 1�1111111111 <br />.,FJ3.,IIFJ21111111I <br />aF��==�a �� �� �� "H1 —1 11 11 II N !I II II 11 II <br />11 II I If II 11 II II II 11 11 II If <br />rif"I' l[ l,11 11 1111 It If 11 11 it It <br />�� �� �� �� �� <br />HI 11 11 11 11 11 II II 11 II 11 II li II 11 II 11 11 11 <br />II II II II II II II II II II � � II11 <br />II II II 11 <br />II II II II II II <br />II II II II II II II II II II II II II II II ii II II II <br />2X4 WOOD FARING <br />B <br />II II It It It II II SECURE 2X12 HDR It If II If <br />II <br />IIWALL W/ SYP NO.2 TO 2X8 HDR MTS-20 <br />STUDS(�,6"O.C.II II II II IIW/(i4>D,46"x2,/2" II II II II TOP OF WOOD DBL <br />II WALL EL. 8'-8", ![ II rSTU n n n NAILS I 1 u it I. <br />STUDS <br />PROVIDE DRAFTSTOPPING, �- SEC 12 H <br />ALONG THIS TRUSS AS TO = = = TO L <br />LIMIT AREA TO 1000 S.F. W/(I <br />PER FBCR 502.12 NAILS <br />------ <br />SIMPSON HU26 W/ (4) ll4" X----�'" <br />2 314" TITEN 2 ANCHORS TO <br />CMU 8 (2) 10d X 1 112" GALV. <br />NAILS TO TRUSS <br />_ PRE FABRICATED LJOIST- <br />@ 24" O.C. MAX <br />-------------------- <br />SIMPSON LGUM26-SDS W/ (4) <br />3/8" X 4"TITEN HD ANCHORS <br />TO CMU 8 (4) 1/4" X 2 112" SDS <br />SCREWS TO BEAM <br />STUDS <br />m x <br />S <br />�{Za' <br />CJ3A <br />n EJ4 ■ iA .I 4 <br />e <br />q CJ1A <br />— — N — — <br />3 yKr <br />SIMPSON HETA 16 WI (2) <br />1/2" WOOD PANELS <br />FLOOR FRAMING PLAN <br />SCALE: 1/4"= V-0" (JOIST <br />1 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />9 <br />b <br />0 <br />W <br />Q <br />O <br />SlUDDI " as LOT -.-I <br />ABBOTT PARK <br />LOT #32 <br />BLK #12 <br />PROJECT# <br />04181.000-32121 <br />MODEL4 <br />3EEB <br />"2260-ELSTON" <br />GARAGE ffiAIWG: <br />LEFT <br />PAGE: <br />FLOOR <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />8CALM 1/4"=1'-O" 1 <br />S3 <br />