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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED N (10)d x 1 1 /2" 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 VW 10d x 1 1/2" HOG 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 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 />B. 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 20 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 Q 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'-O", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />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 />(Psl) <br />SIZE <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)#5 <br />WA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST 6 PRESTRESSED U-LINTELS <br />4%w�/Nw SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH °V0 <br />Y4' (47) PRECAST 2231 <br />441' (41n PRECAST 1TRM <br />4'-8' (64) PRECAST Im <br />V4• (64') PRECAST 1217 <br />W-17 (10') PRECAST 1082 <br />74' (In PRECAST 908 <br />r4r (W)) PRECAST 743 <br />74' (112') PRECAST 564 <br />1170 (120) PRECAST 475 <br />N'4' (131r) PRECAST 302 <br />17-V (144') PRECAST 337 <br />174' (Im PRECAST 290 <br />IN-(r (108') PRECAST 279 <br />IW4P (178') PRESTRESSED N.R. <br />164' (184') PIESMEIRIED MR <br />IrW Mn PR68TAENED N.R. <br />194' Mr PRE8ttiEINED NR <br />21W On PR66TRENED NX <br />2r-7 Mq PRE NA. <br />W-W R0S') PREFrRESBED <br />00�000 <br />��mOmO� <br />000000m <br />O�mOm�� <br />mo®Q!©o <br />mo©omoo <br />�oofiiw!�.eQ�Q� <br />0movo�r <br />mmovomc� <br />mmd00�1'^Cu�'1 <br />O��ODmO <br />oo®o©oo <br />ommom�!�r_ <br />oo®oomv <br />oo®oom0 <br />oomomov <br />D�mOm�E.7 <br />®D�OgiC7�0 <br />®OmOm�O <br />®�mm00 <br />0 <br />©R.7 <br />NEM©©NLm <br />"Ezm000©mcm <br />NR /a1 w 42c aM 04 1 10Q I 1m <br />(f`) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM WYE LOAD TABLET BY CASTCRETE MAY 2016 EDITION <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />8"PRECAST <br />LOAD <br />U.LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS <br />o LOAD I6MP6M1M I SAFE LOAD - POUNDS PER LINEAR FOOT <br />74' (4n PRECAST <br />1025 <br />10M <br />1698 <br />4'0 (4n PRECAST <br />7M <br />783 <br />13M <br />4'4N (541 PRECAST <br />602 <br />601 <br />1073 <br />74' (841 PRECAST <br />411 <br />411 <br />745 <br />54V (M PRECAST <br />340 <br />330 <br />616 <br />6'4r (TV) PRECAST <br />507 <br />721 <br />490 <br />T4' (90') PRECAST <br />424 <br />534 <br />363 <br />94- (112') PRECAST <br />328 <br />612 <br />230 <br />10'4' (12C) PRECAST <br />264 <br />401 <br />100 <br />11'4' (136) PRECAST <br />200 <br />452 <br />154 <br />INIF (144') PRECAST <br />2" <br />402 <br />137 <br />17-C (18S) PRECAST <br />217 <br />324 <br />110 <br />W-W (166') PRECAST <br />2D6 <br />203 <br />100 <br />164E (176') PRESTFO8ED <br />N.R. <br />21M, <br />91 <br />W-C (18C) PR WRIMM <br />NA <br />20 <br />83 <br />lr-C RM PRE8TRE88FD <br />N.R. <br />194 <br />M <br />174' Mn PRESTRESSED <br />NA <br />148 <br />62 <br />21'4' Mn PRESTRESSED <br />N.R. <br />125 <br />42 <br />2Z-W (284') PRE87tEUED <br />N.R. <br />116 <br />40 <br />2V-W (Mn PRE <br />N.R. <br />9/ <br />33 <br />moomoom <br />m000�®0 <br />���000mo <br />- <br />oomoomm <br />Om�000 <br />oo�mmom <br />i G.:ll <br />�n�wwnwww <br />(0) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDEO REBAR. <br />-PRECAST PRODUCTS BY OTHERS TO MEETOR EXCEED VALUES STATED ABOVE <br />• PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE* 164120.03 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-O" <br />1441 N. RONALD REAGAN BLVD <br />LONOWOOD, FL 32760 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 0: 0003325 <br />1 <br />M <br />It <br />ounDIV. a LoTil <br />SILVERADO <br />LOT 9 <br />BLK 7 <br />PROJECT# <br />04128.002-09071 <br />MODEIo <br />4EBB <br />"1828-CALI" <br />GARAGE DWINO: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />0 MPH EXP. <br />