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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 WI (9) 10d x 1 1tr HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA WI (10) 10d x 1 1tr HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x i 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 MATCH CONNECTOR FINISH. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <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 />S. 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 0 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 />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM <br />/ 8.01. - BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S - TOP OF SIAS <br />ABBREVIATIONS E.E. = EACH END, O/C = ON <br />CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT <br />MARK <br />DESCRIPTION <br />(fc <br />SIZH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />.MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />1 #8 <br />NIA <br />GROUTED SOLID <br />"CAST-CRETE' <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />& PRESTRESSED <br />U4INTELS <br />SAFE LATERAL LOADS <br />8" PRECAST & PRESTRESSED <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS FOR <br />8" <br />PRECAST <br />& PRESTRESSED <br />U-L NTELS <br />MN <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />*—.0-- <br />SAFPL <br />OAD <br />SAFE <br />LOAD , <br />POUNDS <br />PER <br 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/>PERCENT <br />REBAR. <br />"ALLVALMTAIRN PROM "SAM LOAD TAKW BY CAffr= E MAY IM EMM • PRECAST PRODUCTS SY 0THM18TO &MOR EXCEED VES ALUSTA'IEDAWM <br />"ALL PR@GIBTPROOUCTSME TO W SNTALLED PERAIANUFACTISMB SPECIFICATIONS • PROVOE M3MISM40F SHARa10 PAST LAM SIDE OP WOMW OPMM16 <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION4:ASTECRETE <br />DIVISION ACCEPTANCE #: 1"128.03 <br />--mmmmmmmmmm------------ mmm—m--------------- — -4---- <br />1 <br />1 <br />♦ <br />1 <br />1 <br />♦ <br />♦♦ <br />1 <br />♦♦ <br />1 <br />I <br />1 <br />♦♦ <br />I <br />I <br />♦ <br />I <br />1 <br />♦♦ <br />1 <br />I <br />♦ <br />I <br />1 <br />♦♦ <br />1 <br />I <br />♦Y <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />t <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />2 <br />1 <br />1 <br />1;� <br />1 <br />1� <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />NO, PROVIDE BBt WHERE <br />1 <br />ROOF TRUSSES BEAR, TOP <br />1 <br />OF WALL EL. 8'-0", UNO. <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />�1 <br />�1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 1 1 1 <br />1 <br />1 I 0 ♦♦♦♦ <br />1 <br />1 40%♦♦ <br />I <br />I ♦♦♦ <br />1 <br />1 � <br />1 <br />1 <br />1 1T OMOB <br />1 � � <br />1 �♦ i , <br />1 <br />1 1 ♦♦♦ 8RF6-1T/0MOB J* <br />1 8Fi6-1TI0Ma08 1 <br />1 <br />1 <br />L---------�-------W—J L------- <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'4r <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />8F20-iT/0M/0B 1 <br />1 <br />-------------- <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7746078 <br />FAX: 407-7744078 <br />www.sbdesWkgroup.com <br />L AA 0: 000332E , <br />O <br />e <br />sumxv. a Lor <br />ABBOTT PARK <br />LOT #5 <br />BLK. #8 <br />PROJ OT — <br />05082 <br />M ODEMA <br />4EBB <br />"1828-CALL" <br />GA tAGX swluGa <br />RIGHT <br />PAGIM <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />r11/2" t19 <br />M 1/4"=1'—O" <br />w <br />s2 <br />