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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 12" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 12" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 12" 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 CASTCRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WBNDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. UNTELS 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 MATH 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 C 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 />RRRZM 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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />Imo) <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 />Rx8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS 8" PRECAST 8 PRESTRESSED U-LINTELS <br />`wef� SAFE LOAD - POUNDS PER LINEAR FOOT Cwa+<•GNre -SAFE <br />PLF <br />TYPE eU8 W646 1 OF1248 tV164B aF290B I eFx aF280BI aM46 I TYPE "„" I — I RCMI <br />LENGTH <br />X-8" (47) PRECAST 2231 <br />4'-0' (49') PRECAST 1966 <br />4'4' (54") PRECAST 160 <br />5'4" (64") PRECAST 1217 <br />5'-10" (70') PRECAST 1052 <br />&-e- (TV) PRECAST 908 <br />T4 (90') PRECAST r4775 <br />9'4" (117) PRECAST <br />104' (126) PRECAST 11'4" (136") PRECAST 12'-U' (144") PRECAST <br />13'4" (160') PRECAST 296 <br />14'4' (166') PRECAST 279 <br />14'4" (176") PRESTRESSED N.R. <br />164" (184") PRESTRESSED N.R. <br />17'4" (208") PRESTRESSED N.R. <br />19'4" (237) PRESTRESSED N.R. <br />21'4" (2W') PRESTRESSED N.R. <br />22'-0" (2"') PRESTRESSED N.R. <br />24' 0' 268" PRESTR SSED <br />m®oomo <br />m®om�om <br />O�m�®SDI <br />Om00�00'' <br />�00�00� <br />1 ) E N.R. __ <br />to 2M 4M— M4 8_04 10n tin <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 MAY 2015 EDITION <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />3'4 (47) PRECAST <br />1025 <br />1024 <br />7596 <br />4'-U' (48") PRECAST <br />763 <br />1309 <br />4'4' (54') PRECAST <br />591 <br />1073 <br />5+4" ("') PRECAST <br />F41 <br />411 <br />745 <br />T-10' (7(") PRECAST <br />339 <br />616 <br />04' (78') PRECAST <br />721 <br />490 <br />T-T (W) PRECAST <br />424 <br />534 <br />363 <br />9W (117) PRECAST <br />32R <br />512 <br />230 <br />10'4' (126') PRECAST <br />284 <br />401 <br />180 <br />11'4" (135") PRECAST <br />260 <br />452 <br />154 <br />174' (144") PRECAST <br />244 <br />402 <br />137 <br />13'4" (160") PRECAST <br />217 <br />324 <br />110 <br />14'4' (168") PRECAST <br />205 <br />293 <br />100 <br />14'-8" (176") PRESTRESSED <br />N.R. <br />294 <br />91 <br />164" (184") PRESTRESSED <br />N.R. <br />259 <br />83 <br />IT-4" (208") PRESTRESSED <br />N.R. <br />194 <br />64 <br />19'4" (237) PRESTRESSED <br />N.R. <br />148 <br />1 2 <br />21'4" (2W) PRESTRESSED <br />N.R. <br />125 <br />42 <br />27-T (284") PRESTRE88ED <br />N.R. <br />116 <br />40 <br />24'4' (288") PRESTRESSED <br />N.R. <br />91 <br />1 33 <br />SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS <br />Co AfI -bWn I SAFE LOAD - POUNDS PER LINEAR FOOT <br />3'0 (47) PRECAST <br />15m <br />28M <br />3524 <br />4991 <br />sal <br />51s <br />nM <br />4'-0' (40') PRECAST <br />Ism <br />23M <br />3080 <br />m15 <br />4570 <br />5325 <br />eon <br />t:Cf <br />29M <br />3000 <br />m15 <br />45m <br />sus <br />eon <br />4'4' (W4 PRECAST <br />1m7 <br />2040 <br />2n7 <br />33n <br />4043 <br />4711 <br />53r3 <br />1207 <br />2W0 <br />2701 <br />33n <br />4019 <br />4711 <br />mn <br />54" (84") PRECAST <br />10te <br />171 , <br />n76 <br />2m5 <br />3999 <br />3951 <br />4522 <br />1ms <br />1715 <br />YYn <br />28m <br />3399 <br />3901 <br />4s2 <br />5'-10' (70") PRECAST <br />Me <br />1557,4 <br />25m <br />3107 <br />300 <br />4133 m <br />m9 <br />1567 <br />2m <br />2593 <br />3107 <br />38" <br />41m <br />F4' (76') PRECAST <br />eM <br />IWlq <br />t <br />2329 <br />2 <br />3251 <br />3712"4 <br />W5 <br />1 1407 <br />ISM <br />2329 <br />2790 <br />MI <br />3112 <br />7'4' (BO") PRECAST <br />n7 <br />t <br />1s <br />2025 <br />x <br />=7 <br />me <br />727 <br />1224 <br />tm4 <br />2025 <br />2426 <br />2827 <br />9Ym <br />9'-4" (117) PRECAST <br />M1 <br />'roe <br />11 <br />1474 <br />te1 <br />2157 <br />25DO <br />S91 <br />m2 <br />1318 <br />1e43 <br />19M <br />2291 <br />2819 <br />10'4' (12V) PRECAST <br />wo <br />sn <br />MS <br />tin <br />101 <br />1 <br />2011 <br />m0 <br />695 <br />1180 <br />1472 <br />17m <br />20M <br />2348 <br />11W (1W') PRECAST <br />474 <br />s04 <br />m <br />1037 <br />1n <br />151 <br />17M <br />494 <br />W7 <br />1043,m <br />1317"• <br />ISO <br />1915. <br />2187 <br />12'-0' (144") PRECAST <br />4m <br />4M <br />724 <br />9M <br />11 <br />1 <br />ISM <br />4n <br />56D <br />9Wqq <br />1302 <br />15% <br />161A,• <br />2075, <br />IT-4- (780") PRECAST <br />418 <br />]BB <br />M7 <br />iM <br />9m <br />11 <br />1n3 <br />4M <br />7M <br />1159 <br />1418a <br />16M <br />tm7 <br />14'-0' (168") PRECAST <br />Me°' <br />nd <br />eM <br />1 <br />12m <br />4n <br />717 a <br />i m <br />1 <br />1 <br />14'-8" (17R") PRESTRESSEDm4 <br />m' <br />m <br />e20 <br />Sm <br />672 <br />m p4 <br />025 <br />1 <br />9n <br />151 <br />1131 <br />173415'4" <br />(184") PRESTRESSED <br />P410 <br />31s <br />3m <br />4M <br />016 <br />s7 <br />9D6 mp <br />7m <br />1 <br />911 <br />1 <br />1054 <br />1em17'4" <br />(208") PRESTRESSED <br />2m, <br />9m <br />4M <br />M <br />521 <br />740 <br />038 <br />1 <br />7M <br />1271 , <br />$73 <br />14n <br />19'4" (237) PRESTRESSED <br />im <br />229 <br />2m <br />SW <br />429 <br />M7 <br />m9 "4 <br />$47 <br />M1 <br />so <br />fOM <br />747 <br />in7 <br />21'4" (2W) PRESTRESSED <br />14z <br />142 <br />x04 , <br />292 <br />373 <br />9n <br />3m <br />m7"T <br />ni <br />MI <br />5M <br />9M pt <br />M5 <br />1045 <br />27-U' (204") PRESTRESSED <br />137 <br />137 <br />197 ,m <br />227 <br />2M <br />950 <br />3n <br />513 <br />4s <br />Bm <br />548 <br />m9 <br />930 <br />BBB <br />24'-T (288") PRESTRESSED <br />�2. <br />to"• <br />zw <br />342 <br />4�8 <br />as <br />567 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <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#: 18-0126.03 <br />LIFT BEAM PLAN <br />SCALE: 1 /4" - V-0" <br />i"I N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407.774.6078 <br />FAX: 407-7744078 <br />www.abdoeigngroup.com <br />AA •: 0003325 <br />h <br />� <br />Z <br />3 <br />o <br />ffi <br />S5 <br />0 <br />9 <br />2 <br />H <br />W <br />_' <br />O <br />L J <br />SUDDIV. da LOTil <br />ABBOTT <br />PARK <br />LOT #10 <br />BLK #8 <br />PROJECT# <br />04181.000-10081 <br />HODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE 8NING: <br />LEFT <br />PAGIC: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />V.160 MPH EXP. C <br />DATE: 04/29/20 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />s2 <br />