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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 WI (9)10d x 1 1/2' HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10)1Od x 1 1/2' HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1Od 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-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 MATCH CONNECTOR FINISH. <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 (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 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 />81g S, <br />REMARK <br />DE3CRTPTION <br />Oi <br />(2)2x6 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW I 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 />(fc <br />SIZE <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 />(i)#5 <br />(1)#5 <br />NIA <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />(105 <br />N/A <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U.LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD <br />PLF <br />TYPE wa .seas st2a rlsaa WAM rum swm enam TYPE __ CJ RA <br />LENGTH <br />3-0' (42') PRECAST 2231 <br />r-(r (4r) PRECAST Igoe <br />4'-0" (547 PRECAST low <br />9-r (64D PRECAST 1217 <br />G-10' (70") PRECAST 1062 <br />Vmr (M PRECAST we <br />r-r (SOD PRECAST 743 <br />V 4• (112-) PRECAST 554 <br />10'4' (12r) PRECAST 476 <br />11•4- (13r) PRECAST 362 <br />17-M (144') PRECAST 337 <br />'�. 17-C (1607 PRECAST 2Bo <br />IN-V (16D PRECAST 219 <br />14•d (176') PRESTRESSED N.R. <br />IV-C (184D PRESTRESSED NR <br />1T-' MITI PRESTRENED N.R. <br />Iww (292D PRE87RE88ED N. <br />21'-C PM P(ffSRE88® N. <br />2rd' 12M9 PRESTRESSED RR <br />24'4r I'IES1RE88ED <br />OD�OmOm <br />om0000v <br />O�mOmmm <br />01�m0000 <br />m0�Om00 <br />Imo©oar <br />lll�ml000®l0 <br />omo©o©o <br />ca©mo©oo <br />000m000 <br />oom®o©o <br />oommm©o <br />Ohm©mDO <br />�v0000©v <br />®Do©mmo <br />0l�tt�t<�t�®0 <br />®®�ODOm <br />'o©00000 <br />( N.R. 120 740 440 1 444 1 4M I 10N 1 1222 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TARN FROM WFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSTALIFD PER MANUFACTURES SPECIFICATIONS <br />r4P (42') PRECAST <br />1025 <br />1 1024 <br />1 1598 <br />4'4' (4r) PRECAST <br />765 <br />M <br />1309 <br />4--r (54D PRECAST <br />502 <br />501 <br />1073 <br />64' (M') PRECAST <br />411 <br />411 <br />745 <br />V-10' (70') PRECAST <br />340 <br />339 <br />616 <br />94 (M PRECAST <br />BUT <br />721 <br />490 <br />r4r (90D PRECAST <br />424 <br />534 <br />353 <br />9'J' (11r) PRECAST <br />326 <br />612 <br />230 <br />1841" (12S') PRECAST <br />284 <br />KH <br />1S0 <br />11'r (138) PRECAW <br />2110 <br />462 <br />1M <br />Ir-v (I".) PRECAST <br />2" <br />4M <br />137 <br />13-C (19r PRECAST <br />217 <br />W4 <br />110 <br />WO (MSS) PRECAST <br />205 <br />263 <br />100 <br />1r$ (17r) PRESTRESSED <br />NR <br />254 <br />91 <br />19-r (184-) PACED <br />NR <br />250 <br />83 <br />IrW Mr PREFIRESM <br />N.R. <br />194 <br />M <br />19'-4' Mn PRESTRESSED <br />NR <br />148 <br />52 <br />21'-r (25r) PRESTRESSED <br />N.R. <br />125 <br />42 <br />27-T p549 PRESTRESSED <br />N.R. <br />116 <br />40 <br />24.47 Wn PRESTREIISED <br />N.R. <br />91 <br />33 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />m0000mm <br />��m0�1�000 <br />moo�000 <br />��m�OmO®0 <br />�l��l�l0l�1010 <br />�m00000 <br />� <br />©�m0�00 <br />" <br />O©Kz <br />r <br />�"5^Er—= <br />Q�Emn <br />MEMO= <br />. <br />l0ira!9!�17!71�3'1@1Q!1C�1 <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 AN6Mg)M C OF BEARING PAST EACH SIDE OF V0001111 OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE It: 16-0126.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />8F16-1T/lM/0B <br />BTM. @ 6'-8" <br />4 <br />v <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />wwwabdesigngroup.com <br />AA is 0003325 <br />b <br />8 <br />14 <br />W <br />o <br />Li <br />SvsDry & 7,074 <br />ABBOTT PARK <br />LOT #40 <br />BLK #9 <br />PROJECT# <br />04181.000-40093 <br />MODEL.• <br />3EEB <br />"2260-ELSTON" <br />GARAGE STnNO: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />(CAST-CRETE) <br />160 MPH EXP. C <br />FD:TTNET:11/20: 1/4"=1'-0" <br />T <br />s2 <br />