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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) 1Od x 1 1/2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1Od 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 />6. 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 />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 6' 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 />RaRM INDICATES OPENING BELOW / T.0.8. = 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, DID. ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fe ( <br />�H, <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 />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />61111110-6MR I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH - mm <br />3'4' (42') PRECAST 2231 <br />94)' (4V) PRECAST 19m <br />W-r (54') PRECAST ISO <br />64' (641 PRECAST 1217 <br />6-10' (7n PRECAST 1082 <br />V8 (7M) PRECAST 908 <br />T4' (W) PRECAST 743 <br />'.. V4' (112') PRECAST 554 <br />10'4P (128r) PRECAST 475 <br />'.. W-C (13n PRECAST 362 <br />17-0' (1"') PRECAST 337 <br />IY-C (10n PRECAST 295 <br />I" (161n PRECAST 279 <br />14'41 (17M PRESTRESSED N.R. <br />1 164- (IN') PRESTRESSED NA <br />lrW (205') PRESTRESSED NA <br />IS`W (M21 PRESTRESSED N.R. <br />214' Mn PRE N.R. <br />27-0' 0"") PRESTRESSED N.0. <br />W.D. PRESTRESSED <br />��==�== <br />OmmK:m <br />000voo� <br />0�m0�00 <br />mmmomov <br />��000�0 <br />0®Om000 <br />0movo�r <br />mm000mo <br />OmmOmmm <br />ommoo�Q! <br />oo�o©mv <br />ICE <br />oommomo <br />oommo�o <br />o©m�mov <br />oo�ommo <br />0���0000 <br />�0��000 <br />���"0�� <br />Q"D� <br />"I <br />OC <br />0mM�0®0 <br />��"�"�� <br />0m��mm0 <br />�0000�0 <br />(!55') N.R. - -- _--- _-- ---- <br />771 _ - 3E7 W/14 W I W@ I 12ffi <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TARN FROM'SAFE LOAD TABLES" BY CASTCREIE SAY MIS EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />61MF6NBB I SAFE LOAD - POUNDS PER LINEAR FOOT <br />Y-W (4n PRECAST <br />1025 <br />1024 <br />1598 <br />Y4r (4n PRECAST <br />4'-V (4n PRECAST <br />MS <br />703 <br />180E <br />W-W (45') PRECAST <br />4b' (54') PRECAST <br />592 <br />01 <br />1073 <br />V-r (54-) PRECAST <br />64- (64-) PRECAST <br />411 <br />411 <br />146 <br />64' (64-) PRECAST <br />6.17 (M7 PRECAST <br />340 <br />330 <br />018 <br />6-10' (7n PRECAST <br />64r (78') PRECAST <br />507 <br />721 <br />490 <br />64r (TV) PRECAST <br />T4' (W) PRECAST <br />424 <br />534 <br />303 <br />T411 wi PRECAST <br />B'-C (117) PRECAST <br />325 <br />612 <br />230 <br />V4' (112') PRECAST <br />194r (125) PRECAST <br />254 <br />401 <br />180 <br />1V4r (120) PRECAST <br />11--C (13n PRECAST <br />250 <br />462 <br />154 <br />11.4- (130) PRECAST <br />170 (144-) PRECAST <br />244 <br />402 <br />137 <br />17-V (1441 PRECAST <br />174' (10n PRECAST <br />217 <br />324 <br />110 <br />174' (18n PRECAST <br />14'47' (16n PRECAST <br />205 <br />293 <br />100 <br />14'4P' (18n PRECAST <br />I*S` (176') PRESTRESSED <br />N.R. <br />284 <br />91 <br />14'2' (170') PRESTRESSED <br />164' (104) PRESTRE98E0 <br />N.R. <br />259 <br />63 <br />16-P (154') PRESTRESSED <br />11`41 (2DIT) PRESTRESSED <br />N.R. <br />194 <br />84 <br />Ir-C W" PRESTRESSED <br />19'4' Mn PREST1E88ED <br />N.R. <br />148 <br />52 <br />1V4' M21 PRESTRESSED <br />21'41 (2501 PRESTRESSED <br />N.R. <br />125 <br />42 <br />21'-C fie') PRESTRESSED <br />2r-W (W') PRESTRESSED <br />NA <br />1 118 <br />40 <br />274P ON-) PRESTRESSED <br />mo wn PREsTFmm <br />N.R. <br />1 91 <br />33 <br />2C-V Inn PRESIREMED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT I <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. I <br />- PRECAST PRODUCTS BY OTHERS TO MEET OR 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 #: 15-0126.03 <br />L — — — — — — — — — — — m — III—m—mmm—m--m— mJ umm—m-- m.,A---------md <br />LIFT BEAM PLAN <br />SCALE: 1/4' = V-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003328 <br />Pi <br />H <br />a <br />o <br />k1ko <br />6 <br />as <br />9UDDSV. Sao TAT: <br />ABBOTT PARK <br />LOT #18 <br />BLK #15 <br />PROJECTI11 <br />04181.000-18151 <br />MODEL' <br />4EBB <br />"1828-CALI" <br />GARAGE OWMG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />