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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTAI6 WV (9)10d x 1 12" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 12" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILLALL 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 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 />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 PBS36, .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 />BEAM SCHEDULE <br />MURM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi)SIZEREMARKS <br />REINFORCEMENT <br />STIRRUPS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />881 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED UIINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD 4610111-6M SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH eus <br />3'4" (42) PRECAST 2231 <br />W-T (48') PRECAST IBIS <br />4'4' (549 PRECAST ISIS <br />B4' (64") PRECAST 1217 <br />5'--IW (M PRECAST 1012 <br />B4' (+C) Pw"zr III <br />T4' On PRECAST 743 <br />V-C (112') PRECAST 664 <br />IVW (12r) PRECAST srs <br />IV-C (tan PRECAST asx <br />124" (141-) PRECAST 337 <br />131C (Ig n PRECAST 291 <br />u4' (teen PRECAST 279 <br />u4' U7g7 PREVRESSED NA <br />I" (ion PArralAt m Nit <br />Irs' peel PRWREBSED Nit <br />I" M2•) PRESTRESSED NA <br />2P4' Mn PREFIIRESSED NA <br />274' Ge49 PREgRRESSED NA <br />24'4' PREgnmem <br />0000�0 <br />O�mOmO <br />000voov <br />OD®0�0� <br />mm�0000 <br />m�OQ"ODm <br />0©©00©0 <br />�m00�00 <br />0©00�00 <br />0©OODC:r <br />Cam: <br />m©00000 <br />m©OOOC'1!!�T^ <br />Om�0�00 <br />00000 <br />000000v <br />!00000�� <br />O��m�00 <br />�00��00 <br />0oo0oov <br />'0�0©000 <br />�00�0�00 <br />0�00000 <br />000�0�0 <br />0�0�0�0 <br />000���0 <br />000�0�m <br />0000000 <br />00�00�0 <br />0000000 <br />00 <br />0000000 <br />KM <br />�000000 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR <br />"ALLVALUES TAKEN FROM'SAFE LOAD TABLES' BY CISTCRETE MAY2015 E DMON <br />•ALL PRECAST PRODUCTS ARE TO BE INSTALM PERMANUFACIIRES SPECIFICATIONS <br />TYPE <br />LENGTH <br />&M <br />B� <br />RGR1 <br />TYPE <br />LENGTH <br />T4' (M PRECAST <br />1025 <br />1024 <br />110I <br />3'4' om PREP/ <br />P4' (4S') PRECAST <br />706 <br />713 <br />1309 <br />4'4' (4n PRECAST <br />4'4' On PRECUT <br />S12 <br />W <br />1073 <br />4.4' On PRECUT <br />S-C tSn PRECAST <br />411 <br />411 <br />745 <br />&W (On PRECAST <br />RAW iR0') PRECAST <br />340 <br />330 <br />0/6 <br />F4W (70') PRECAST <br />dd (7C) PRECAST <br />W7 <br />721 <br />400 <br />S4' (7C) PRECAST <br />TV NJ PRECAST <br />424 <br />534 <br />363 <br />T4' (00') PRECAST <br />S< (Im PRECUT <br />325 <br />512 <br />230 <br />S4" (12) PRBQ-ZT <br />104' (121M PRECAST <br />294 <br />401 <br />"D <br />104' (129) PRECAST <br />11+4' n3r) PRECAST <br />210 <br />452 <br />1" <br />11'-4' (tan PRECAST <br />12-0' (14n PRECMT <br />2" <br />402 <br />IV <br />124' (14n PRECAST <br />i34' (Ien PRECAST <br />217 <br />324 <br />111) <br />17-C (100') PRECAST <br />I" (ten PRECAST <br />205 <br />203 <br />100 <br />14'4' (1Sn PRECAST <br />14W (17W) PREFIRENED <br />NA <br />294 <br />91 <br />M4" (17" PPE$1REM <br />/6W (18n PRWnWM <br />N.R. <br />260 <br />83 <br />,er' (+en Pm slow <br />1714- (28T) PRE <br />NA <br />194 <br />64 <br />ir-4' POSH PRESTRESSED <br />I" PM PREMOMED <br />N.R. <br />148 <br />50 <br />10`4' Mn PIS <br />21'W On PRES(PF8® <br />MR <br />IN <br />42 <br />mw om PRESTRESS® <br />22'4' (20n PRESRE90® <br />NA <br />116 <br />40 <br />274' R6n PR69TRESSED <br />2C-W PM PRESTREISED <br />NA <br />01 <br />33 <br />2C4" 08" PREMINMED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR <br />• PRECAST PRODUCT8 BYOTHERS M MEET OR EXCEED VALUES STATED ABOVE <br />-PROW EWRAM4.OF BEARING PAST EACH 8WE OF VONDOWOPEIfq <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONLASTECRETE <br />DMSION ACCEPTANCE #: 1"126.03 <br />s------------------------------------------------------a <br />1 ♦ 8F16-1T/OMA)B 8F16-lT/0M/0B <br />8F16-lT/OM/OB <br />1M5280522288SERREERNM1 <br />`♦♦ <br />, <br />1 <br />j <br />1 <br />1 <br />♦ <br />I <br />1 <br />i� <br />♦♦ <br />I <br />1 <br />I I 1 <br />I <br />I ♦♦ ♦ 1 <br />♦♦ I <br />I ♦♦ I 1 <br />I ♦♦ 1 <br />1 ♦♦ 1 <br />1 ♦♦♦ , 1 <br />1 ♦Y 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />I 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 ml <br />Im 1 <br />1;; 1 LLI <br />ILL 1 °°1 <br />1 1 1 <br />1 1 <br />1 UNO, PROVIDE BB7 WHERE 1 1 <br />1 ROOF TRUSSES BEAR, TOP <br />1 OF WALL EL. 8'-0", UNO. 1 1 <br />1 1 1 <br />1 1 I I 1 <br />I 1 <br />1 1 1 <br />1 1 1 <br />1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 BRF14 1 1 <br />1 1T/OMDB 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 GT 1 <br />1 r — — — — — — — OE�1IL 4� a------------ 1 <br />1 7.FlIlTI. 1 1 SF28-1T/DM/0B 1 <br />1 1' � �'I' 1 <br />L--------- —IN �����J L------------ ���------------- <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX:407-774-4078 <br />www.abd"igngmup.wm <br />AA #: 0003325 <br />k <br />Ah <br />1pi <br />W <br />0 <br />a <br />O <br />F <br />IC <br />avHDIV. ac LOT: <br />SILVERADO <br />LOT #14 <br />BLK. #11 <br />p1mo"wT1IR <br />04128.002-14111 <br />MODEL" <br />4EBB <br />"1828—CALL" <br />GARAGE aMM0. <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />AFX*F ECT: <br />8TATE Cr- FLORA <br />vJ 4 <br />ORA <br />M NO 93725 <br />D TM 10/23/18 <br />aCALE: 1/4"=1'-0" <br />Is <br />s2 <br />