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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG 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/ 1 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 />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <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 P8S36, .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 />RZMM INDICATES OPENING BELOW 1 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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />PO <br />(psi) <br />512E <br />WkH' <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 />GROUTEDSOLID <br />SAFE GRAVITY LOADS FOR 8• PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />Yr (42') PRECAST 2231 <br />4'r (4B•) PRECAST less <br />4'4r (64') PRECAST 11i9 <br />Ste• (MI PRECAST 1217 <br />S-10' (709 PRECAST 1082 <br />sr (7n PRECAST 906 <br />Tr (B(r) PRECAST 743 <br />94• (ll2D PRECAST 554 <br />10'4r (12r) PRECAST 475 <br />11'r (139') PRECAST 362 <br />Ir-M (144-) PRECAST 337 <br />me (lei') PRECAST 299 <br />14•r (18n PRECAST 279 <br />14%r (176') PRESTRESSED N.R. <br />184' (194') PRESTRESSED NR <br />17-0' W7 PRESTRESSED N.R. <br />1V�• Mn PRESIIsESSED N.R. <br />21*-0' PM pREIITRESUSEWD RR <br />27-0' PM PRESTRESSED NA <br />2C4r — PRESTRESSED <br />Om00000 <br />OD�OmOm <br />000voov <br />Om�=mmOm:m <br />ommm00000 <br />oo��omm <br />0osav�ov <br />0®00000 <br />�omovo <br />m0000mv <br />m0000Q"_'!Cu�� <br />omsaoomv <br />oomoo��+ <br />0000©mo <br />oomam�� <br />00000mo <br />oomoo©o <br />oosaomoo <br />OD�Om00 <br />®omommo <br />ODm00�0 <br />D��00m0 <br />0�0�.7�mi"J <br />00�00�� <br />0mcmmmx0wm�� <br />MEM0OZAN:30ozMEMINEEM <br />WM0®0 <br />000voov <br />000voov <br />RR - INWF 4T0 1 ON 4M 1 1491 1 12D <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM *SAFE LOAD TABLES BY CASTCRETE WAY 2D15 EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />SAFE 8' PRECAST & PRESTRESSED U8• PRECAST & LOADS U-RNTELSS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U�SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />�A SAF.E1 LOAD �/MA SAFE LOAD - POUNDS PER LINEAR FOOT <br />Yr H27 PRECAST <br />10251 <br />1024 <br />1 ISMS <br />I Sr (42•) PRECAST <br />'r4r (41n PRECAST <br />796 <br />793 <br />13M <br />4'0 (49l PRECAST <br />r-C @91 PRECAST <br />502 <br />591 <br />1073 <br />rr (S49 PRECAST <br />Sr Wj PRECAST <br />411 <br />411 <br />746 <br />6W (649 PRECAST <br />V-10• (TO•) PRECAST <br />340 <br />339 <br />616 <br />S-10' (79') PRECAST <br />Vr (78') PRECAST <br />5W <br />721 <br />400 <br />" (78n PRECAST <br />Tr (W) PRECAST <br />424 <br />634 <br />363 <br />Tr M PRECAST <br />VW (112') PRECAST <br />320 <br />612 <br />230 <br />VW (IM PRECAST <br />1V4r (12r) PRECAST <br />284 <br />401 <br />190 <br />104r (12r) PRECAST <br />ll'r (13n PRECAST <br />290 <br />462 <br />154 <br />11-4- (13n PRECAST <br />1" (14') PRECAST <br />244 <br />402 <br />137 <br />17r (144-) PRECAST <br />IYr (IWI PRECAST <br />217 <br />324 <br />110 <br />l3'4' (190') PRECAST <br />IV-V (IWJ PRECAST <br />2D5 <br />293 <br />100 <br />1rr (18" PRECAST <br />Wr (178) PRESIRE88® <br />N.R. <br />284 <br />91 <br />1rr (179') PRESTRESS <br />WmC (194D PRECIRESSED <br />N.R <br />259 <br />93 <br />iSd' (194-) PRESTRESS <br />ir-C Mn PRE8MMED <br />NR <br />194 <br />64 <br />1T-4 (2M PRESTRESS <br />7Vr Mn PRESTRESSED <br />N.R. <br />148 <br />62 <br />1" Mn PREMIES8 <br />2Cr Mr PRESTRESSED <br />RR <br />125 <br />42 <br />21'r (2M PRESTRESS <br />77-0' (2041 PFISSIIREM <br />NA <br />116 <br />40 <br />22'r PHI PT�IF>E8S <br />24'r Mn PRESTRESSED <br />N.R <br />91 <br />33 <br />24'0 On PRESTRESS <br />(#)THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- PRECAST PRODUCTS BY 0114ER8 TO LET OR EXCEED VALUES STATED ABOVE <br />-PROVIDE IOWAN OF BEARING PAST EACH SIDE OF VANDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />L------------m—A-------- m ----- J L--------- I---------J <br />LIFT BEAM PLAN <br />SCALE: 1/4" = l'-0" <br />1"i N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774AO78 <br />wwwAbdesigngroup.com <br />AA A: 0003326 <br />V <br />V <br />1 <br />t <br />Q� <br />6 <br />�L <br />J <br />summ. aLOT <br />ABBOTT PARK <br />LOT #12 <br />BLK #7 <br />PROJECT# <br />04181.000-12071 <br />MODEL" <br />4EBB <br />"1828-CALI" <br />GARAGE 311WG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />DA 08/09/20 <br />sCALE: 1/4"=1'-0" <br />a*1EET <br />S2 <br />