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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) 1 Od 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/ I Od 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 PSS36, .177" ° 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 />HEADER SCHEDULE <br />MARK <br />SIZE 8 <br />DESCRIPTION <br />REMARK <br />1Q <br />(2) 2X6 <br />2Q <br />(2) 2X8 <br />Q <br />(2) 2X10 <br />S' CM WALL <br />REP. PER PLAN CRICKET LINE <br />S' X IS' LINTS. OMITTED FOR CLARITY <br />Up/ (3) 5 5/1R <br />UNO, PROVIDE BB2 <br />DOUBLE 2XI2 PT <br />WHERE ROOF <br />LEDGER W/ 3/4' <br />TRUSSES BEAR, TOP <br />DIA J BOLT PRE-ENG. ROOF <br />OF WALL, EL. 9'4", UN <br />SEE 504EOULE, - TRISSE6 • 24' <br />STAGGERED FROM OL. <br />B81 @ 9'-4" <br />OPPOSITE SIDE <br />SIDES <br />10'-8 3/4' AFF IL - <br />2ND FIN FLR <br />3 4 <br />' <br />8F16-1T/iM/OB <br />9'-4' AFF A� <br />R� <br />5OT. CF U-IM y <br />I <br />MIN. 5/S' TYPE <br />I mo*� <br />mo <br />FLSYOORMG GTP BORAD DBL 2XI0 P.T. <br />STEM LEDGER W/ <br />I 52 <br />(SEE FIRST <br />FL°°R�^� GARAGE 3/4'DIAJ-BOLT <br />SEE SCHEDULE. <br />3 <br />,LA,) ST GGEIRED FROM <br />m <br />ro <br />OPPOSITE S PE <br />BRG. 9 4" <br />BRG. 10 8" 6 <br />BRG. 10'-E <br />SECTION <br />ALINTEL <br />SCALE: I/2' - I'-0' SEE TRUSS PLANS <br />1 <br />FOR EXACT SIZES <br />BEAM SCHEDULE <br />® INDICATES OPENING BELOW/T.O.B.=TOP OF SEAM/ B.O.L=BOTTOM OF LINTEL/T.O.A,=TOP OF ARCH/T.O.S=TOP OF SLAB <br />ABBREVIATIONS <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />WxH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />Bxi6 <br />(1)#5 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />I <br />'16-1T/OM/OB f, I <br />I <br />CH5 <br />F <br />BRG. 9'-4" S <br />s' BRG. 10' 8" I <br />I <br />I16-1T/iM/1B i <br />8F32-1T/iM/0B BOT OF LINTEL @ 9'-4" <br />13'-0" MIN. LINTEL LENGTH <br />FOR 1 P-8" OPENING <br />TOP OF WOOD <br />WALL, EL. 9'-4" <br />UNO, PROVIDE BB1 <br />WHERE FLOOR <br />DEL STUD <br />UNDER HEADER <br />TRUSSES BEAR, TOP OF <br />WALL, EL. 10'-8", UN <br />0 <br />8 <br />DBL STUD <br />0 <br />UNDER HEADER <br />.1 <br />8 <br />3 <br />1 <br />= <br />LBW <br />BW <br />LB W <br />8 <br />T OF WOOD <br />m 1 <br />WALL, EL. 9'-4" <br />DBL STUD 8 <br />J DBL STUD <br />UNDER HEADER 1 <br />0 UNDERFLOOR <br />SYSTEM <br />' <br />m DEL STUD 8 <br />1 <br />0 UNDER FLOOR 1 <br />SYSTEM <br />Ie <br />3 � <br />Sl <br />TOP OF WOOD m <br />+� <br />WALL, EL. 9'-4" <br />€ <br />o <br />TM <br />I <br />I I{' -CRICKET <br />1 <br />BRG. 10'-8" <br />g L <br />BRG. 9'-4" <br />S <br />NO, PROVIDE BB2 # <br />8F32-1T/1M/OB <br />WHERE ROOF TRUSSES I <br />BEAR, TOP OF WALL, 8 ! <br />- <br />EL. 9'-4", UNO 3 ; <br />8RF30- <br />I <br />I <br />iT/1M/OB <br />of <br />BOTTOM OF LIWEL @ <br />> 9-4 Y5 <br />BRG. <br />I= <br />},� <br />BF8-1T/OM/OB <br />F1--1 1OEM/ B <br />m M� <br />J A lLjEll <br />Ell1 0 <br />B82 @ 9,-4,. <br />h 0 <br />SF52-1T/0M/1B <br />2SIDES <br />1 <br />l 4 E <br />I <br />I � <br />1" <br /># <br />8F36-1T/0M/1B <br />LIFT BEAM PLAN <br />SCALE: 1/4"=1'-O" <br />A R C H I T E C T E <br />6 <br />GrouS F <br />$41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />—.bde lgngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX 813-886-2802 <br />IIIIIIII <br />sysDiv ae roT•. <br />SILVERADO <br />LOT #8 <br />BLK #10 <br />PROJECT# <br />03719.001-08101 <br />MODEL- <br />3278—JORDYN II <br />GAAA6E SwiN6: <br />LEFT <br />PAfiE: <br />FIRST LIFT <br />BEAM PLAN <br />(CAST—CRET ) <br />t. 150 MPH <br />20 <br />SCALM: AS NOTED <br />SHEET <br />S2 <br />