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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" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1Od x 1 i/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W110d x 1 112" 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-Oi 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 7/6" 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 />INDICATES OPENING BELOW I T.0.8. = TOP OF BEAM/ B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.OS = 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 />re <br />SIZE <br />W XH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />--(Pei) <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />Sx8 <br />(1)#5 <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 B" PRECAST & PRESTRESSED U-LINTELS <br />A/MIF-6011M I SAFE LOAD - POUNDS PER LINEAR FOOT 46op4f/MA SAFE LOAD6111110-611000 SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH °Y0 <br />7C (42') PRECAST 2231 <br />W-T (46) PRECAST Im <br />#4r (541 PRECAST ISIS <br />F-C (841 PRECAST 1217 <br />F-10' (/01 PRECAST 1082 <br />Fd (M PRECAST SOB <br />rd Wj PRECAST 743 <br />W-C (1121 PRECAST 5" <br />10'4r (1261 PRECAST 475 <br />11'I' (138) PRECAST 302 <br />12'-0' (1441 PRECAST 337 <br />1" (1851 PRECAST E2N14W (161 PRECAST 14'-0' (11 P ISW (1841 PRESTRESSED1r-4' aM PREST <br />1S4' MM PRESTRESSED N.R. <br />21'W On PRESTRESSED N.R. <br />22'-0' (MV) PRESTRESSED N.R <br />24'-0' (1861 PRESTRESSED N R. <br />r�=®117=117=11=7 <br />voovoo® <br />O�m�®mom <br />0m00000 <br />0iL700m00 <br />m®DO�OC�7 <br />�m�00E,T.■F.:.7 <br />mm000Q*Q� <br />0�000�0 <br />00�0©m0 <br />oomom�!�r_ <br />oom0000 <br />00000mo <br />oomomoo <br />oommmoo <br />®omomov <br />O0"Em <br />MEMMEMmEZX0®0 <br />"NERmmm©0 <br />®�m000 <br />00000®o <br />©o©0000 <br />IN I #A 1 40 1 04 1 4M I I= <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />ALL VALUES TNEEN FROM'SAFE LOAD TABLES BY CAST'CRETE MAY 201E EDITION <br />-ALL PRECAST PRODIICiSARE TO BE INSTAUED PER MANUFACTURES BPEcww <br />3-0 (Cn PRECAST <br />10251 <br />1024 <br />1 1696 <br />P4' (461 PRECAST <br />7M <br />763 <br />1809 <br />C-S' (541 PRECAST <br />692 <br />S81 <br />1073 <br />V-V (841 PRECAST <br />411 <br />411 <br />745 <br />F-10' (m7 PRECAST <br />340 <br />339 <br />618 <br />F4r (71M PRECAST <br />MY <br />721 <br />490 <br />T4T On PRECAST <br />424 <br />534 <br />303 <br />9'-C (1121 PRECAST <br />325 <br />512 <br />230 <br />IIY-r (1261 PRECAST <br />264 <br />401 <br />TOO <br />it'd' (139) PRECAST <br />29D <br />452 <br />154 <br />174r (1441 PRECAST <br />244 <br />402 <br />137 <br />I" (ND1 PRECAST <br />217 <br />324 <br />110 <br />1417 (1681 PRECAST <br />206 <br />203 <br />100 <br />14'4r (1761 PREHIRES ED <br />N.R. <br />284 <br />91 <br />15%C (1641 PROD <br />N.R. <br />269 <br />83 <br />1r-c (2051 PRE 7mom <br />N.R <br />104 <br />64 <br />W-C PM PRESTRESSED <br />N.R <br />148 <br />52 <br />211-V RS61 PRESTRESSED <br />N.R <br />125 <br />42 <br />W-V PC) PRESTRESSED <br />N.R. <br />116 <br />40 <br />24'4)' Mn PRESTRESSED <br />N.R. <br />91 <br />33 <br />'�moom000 <br />mooE�000 <br />m0�0�®0 <br />�000NMI <br />oca^ter■�■Q■�"^cu^ <br />czm= <br />©Elm <br />KMT0 <br />•WS1QLr <br />ESaNEns�Enss�m="1mcn <br />Macr+ME21 <br />+cry-maa <br />"MEN <br />!C <br />-w0=1M@1 <br />0Q'ICTQ�C3'"R'7u <br />0©QC <br />_E-_ <br />"i^"9@" <br />COE=0 <br />DKmw!rQ=z1K=.f1 <br />�1 <br />Q� <br />Cr7'1 <br />Q"Cif <br />1 <br />Q"I <br />0IMMM"GT'1 <br />m9 <br />1E7",' <br />LTA <br />s�e� <br />ssr.'.,• <br />screw <br />ssr.',1w <br />ssr"s.I <br />sr ->A <br />Nr"tAl <br />(A) 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 MMI" 4" OF BEARING PART EACH SIDE OF WWOW 0108614G <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-O" <br />i"I N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH:407-774.8078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA I: 0003326 <br />2 unDIv. at I.OT <br />ABBOTT PARK <br />LOT #37 <br />BLK #9 <br />PROJECTI/ <br />0418.000-37091 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE 9!►INO: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />12 <br />A. <br />Dw 06/10/20 <br />BCAZE <br />>llfEw <br />s2 <br />