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--2 an_, M12Cewleli*3 <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP DTC W/ (13)1 Od x 1 172" HDG NAILS. <br />SMALL JACKS < T MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d 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 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 (,V). <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 HILT[ 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 />HEADER SCHEDULE <br />MARK <br />SIZE 8 <br />DESCRIPTION <br />REMARK <br />(D <br />(2) 2)(8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM I 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 />(ft <br />W�, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBI <br />MASONRY <br />3000 <br />8x16 <br />(1)95 <br />(1)#5 <br />N/A <br />— <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />(1)95 <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-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD -POUNDS PER LINEAR f00TjMA SAFE GOAD tiwr-6MA I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />3'4r (42") PRECAST 2231 <br />4'W (48') PRECAST 19S6 <br />4'4T (54') PRECAST 1_ <br />64' (64-) PRECAST 1217 <br />5-10' (70') PRECAST 1062 <br />6'4' (/8') PRECAST we <br />T-W (90") PRECAST 743 <br />7 4- (1127) PRECAST 664 <br />W-W (128) PRECAST 475 <br />11'-4" (136-) PRECAST 362 <br />17-W (1447 PRECAST 337 <br />13'4' (1801) PRECAST 298 <br />W-0" (168-) PRECAST 279 <br />14'4Y (1M PRESTRESSED N.R. <br />'16'-O (184') PRESTRESSED RR <br />IT-4- (ZOS') PRESTRESSED N.R. <br />19'4P PT) PRESTRESSED NA <br />21'-C (258") PRESTRESSED NA <br />2r-W (MC) PRESTRESSED N.R <br />24'-W PRESTRESSED <br />Ioo�mmm <br />Cml��lOmlO <br />I00�®mom <br />m�oomov <br />�0mmo�ov <br />®�000v <br />0�r7lOml00m <br />®OODm <br />�movo�v <br />COC�0C0■"'- <br />Cllt�O <br />Om�O�m <br />omm000� <br />vom0o�v <br />oom0mov <br />(QO(O(O(Q�0 <br />O(O(O(O(0�0 <br />O(0(0(�(Ol0(0 <br />OCDCD000C0 <br />CO(Oml0000� <br />N.R 1a i& 4 a iFam-F 1002 1 tat <br />(R) 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 />LENGTH <br />LENGTH <br />34r (42) PRECAST <br />1025 <br />1024 <br />1598 I <br />3'4r (42') PRECAST <br />N-W (48-) PRECAST <br />765 <br />763 <br />13DO <br />4'4T (48') PRECAST <br />4'-8' (5W) PRECAST <br />592 <br />591 <br />1073 <br />R-Ir (54-) PRECAST <br />54' (64-) PRECAST <br />411 <br />411 <br />745 <br />54' (64) PRECAST <br />F-10' (70-) PRECAST <br />340 <br />339 <br />616 <br />5-10' (M PRECAST <br />S4r (78' PRECAST <br />507 <br />721 <br />490 <br />6'4f (76") PRECAST <br />T4i (9(r) PRECAST <br />424 <br />534 <br />353 <br />Tor (90") PRECAST <br />9'4' (112) PRECAST <br />328 <br />512 <br />230 <br />94' (1127 PRECAST <br />104Y (125') PRECAST <br />254 <br />401 <br />ISO <br />10'-8' (128-) PRECAST <br />114- (138') PRECAST <br />260 <br />452 <br />154 <br />11'4. (138') PRECAST <br />17d (144-) PRECAST <br />2" <br />402 <br />137 <br />17-W (/44-) PRECAST <br />134" (16n PRECAST <br />217 <br />324 <br />110 <br />lIN-C (16(r) PRECAST <br />14'4T (1687 PRECAST <br />205 <br />203 <br />100 <br />i*-W (168-) PRECAST <br />14'41' (176') PRESTRESSED <br />NA. <br />294 <br />91 <br />14'4(176) PRESTRESSED <br />I&W (184-) PRESTRESSED <br />N.R. <br />259 <br />83 <br />154- (184-) PRESTRESSED <br />1T4' (208-) PRESTRESSED <br />N.R <br />194 <br />64 <br />/Ta' (208' PRESTRESSED <br />19'4' M2) PRESTRESSED <br />N.R. <br />148 <br />52 <br />194" Mn PRESTRESSED <br />21'4' (258') PRESTRESSED <br />N.R. <br />125 <br />42 <br />21'-4' (256') PRESTRESSED <br />274T (M) PRESTRESSED <br />N.R. <br />116 <br />40 <br />274T (254) PRESTRESSED <br />24'41" (288') PRESTRESSED <br />N.R. <br />91 <br />1 33 <br />1 2A-W Mn PRESTRESSED <br />(4) 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. CORPORATIONCASTE-CRETE <br />DIVISION ACCEPTANCE 4: 16-0126.03 <br />0 <br />-------------------------- <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4"- V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-77443076 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M. 0003325 <br />R <br />m <br />q <br />t <br />a <br />W <br />y <br />O <br />eF <br />C <br />8UBDIV. de I.oT: <br />SILVERADO <br />LOT 3 <br />BLK 11 <br />PROJECTTy4 <br />04128.001-03111 <br />MODEL' <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />D TE 08/16/18 <br />SCALE: 1/4"=1'-0" <br />319EET <br />s2 <br />