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FRAMING NOTES: <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 1/2" HOG NAILS. <br />SMALL JACKS <W MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d 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 C NOMINAL BEARING (4"). <br />B. 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 PBS36, .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 $ <br />DESCRIPTION <br />REMARK <br />D <br />(2) 2XS <br />BEAM SCHEDULE <br />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, OIC. ON CENTER, F.E.S.. FROM EACH SUPPORT, T.O.. THROUGHOUT <br />MARK <br />DESCRIPTION <br />lft <br />W�, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />3PACING <br />BB1 <br />MASONRY <br />3000 <br />SX8 <br />(i) N5 <br />N/A <br />I <br />GROUTED SOLID <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL <br />8" PRECAST 0 PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />Cwa71�Pe <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />SAFPL <br />LOAD <br />LF <br />Y'� I*— <br />SAFE <br />LOAD -POUNDS <br />PER <br />LINEAR <br />FOOT <br />LENGTH TYPE <br />BUS <br />eRwe <br />eats-0a <br />eFtwe <br />eFMm <br />arum <br />e72em <br />eF32•m <br />TYPE <br />LENGTH <br />R18 <br />✓fie <br />RCMU <br />TYPE <br />LENGTH <br />BF.T <br />est2-rt <br />Will -I • <br />SM, <br />erai-tT <br />IFWIT <br />OFWIT <br />emNT <br />WIM <br />aFun <br />eF2an <br />W -n <br />OF2&0 <br />e0`32a <br />T-8' (42-) PRECAST <br />2111 <br />rr (421 PRECAST <br />ion <br />IOTA <br />Iwo <br />54r (47) PRECAST <br />1801 <br />m <br />em4 <br />4m4 <br />mm <br />alas <br />tam <br />teen <br />gem <br />3524 <br />4304 <br />a2m <br />elm <br />tam <br />W4r 40' PRECAST <br />( ) <br />t986 <br />4'-0' (4e� PRECAST <br />7B6 <br />769 <br />1309 <br />4'4r (19') PRECAST <br />Iam <br />23% <br />Mm <br />mts <br />Am <br />/eM <br />am <br />lam <br />tam <br />aa10 <br />m1a <br />daro <br />eaM <br />m» <br />4'-r 64 PRECAST <br />( <br />1589 <br />4'4' (54� PRECAST <br />SB1 <br />1073 <br />4'41' (64T PRECAST <br />12" <br />20m <br />27m <br />3n6 <br />400 <br />4111 <br />sm <br />1207 <br />200 <br />2707 <br />3s76 <br />400 <br />4711 <br />m2a <br />64' (01-) PRECAST <br />1217 <br />54' (6a'7 PRECAST <br />411 <br />411 <br />745 <br />5'4' (64-) PRECAST <br />tote <br />m , <br />2aM <br />239 <br />gem <br />3mi <br />4122 <br />1me <br />Ins <br />2270 <br />tam <br />M <br />%01 <br />40T2 <br />5'-10' (70') PRECAST <br />1082 <br />5-TO' M PRECAST <br />340 <br />330 <br />Ste <br />F-10' (70') PRECAST <br />am <br />t567— <br />2aoa <br />a1m <br />arm <br />CID <br />/M <br />last <br />MOD <br />2sm <br />3107 <br />3120 <br />41m <br />e'4• p8') PRECAST <br />900 <br />5$' (78') PRECAST <br />507 <br />721 <br />490 <br />V.T lt6') PRECAST <br />1a <br />t <br />MM <br />aMl1 <br />n12,m <br />ms <br />1401 <br />1Me <br />2sM <br />itm <br />3261 <br />3712 <br />T-W Ion PRECAST <br />143 <br />T4• ( PRECAST <br />424 <br />634 <br />US <br />Tor (� PRECAST <br />IV <br />, <br />MM <br />2m <br />a2M <br />m <br />12a4 <br />tmd <br />2495 <br />2425 <br />Zen <br />a2M <br />94' 01Y) PRECAST <br />554 <br />94' (IM PRECAST <br />328 <br />512 <br />230 <br />S4' (112) PRECAST <br />e» <br />tm <br />11 <br />104 <br />1e/ <br />21n <br />2e00 <br />am <br />m2 <br />isle <br />1Me <br />Im <br />2204 <br />MID <br />10'B• (12W) PRECAST <br />475 <br />10o4r (12C) PRECAST <br />284 <br />401 <br />ISO <br />1014r (126) PRECAST <br />6e0 <br />DID <br />we <br />Ilm <br />14M <br />1 <br />20tI <br />am <br />so <br />Ilm <br />1472 <br />IMe <br />20m <br />2J48 <br />11'4- (138') PRECAST <br />312 <br />11'4- (13e') PRECAST <br />200 <br />452 <br />154 <br />11'4' (13n PRECAST <br />414 <br />601 <br />mD <br />Ion <br />tz7 <br />let <br />vas <br />m4 <br />1m <br />I <br />lm2 <br />tell <br />1215. <br />Mo. <br />17-0- (144•) PRECAST <br />337 <br />1Z4r (144-) PRECAST <br />244 <br />402 <br />137 <br />174r (144� PRECAST <br />4m <br />4m <br />IN <br />am <br />1 <br />1 <br />tam <br />4M <br />am <br />/m <br />I= <br />1 <br />ist0m <br />=6 <br />I34• (IW) PRECAST <br />2B8 <br />I7W (I00•) PRECAST <br />217 <br />32A <br />110 <br />134' (18n PRECAST <br />41" <br />See'm7 <br />M' <br />ee <br />064 <br />11 <br />11M <br />4M <br />40D <br />710 <br />44m <br />M <br />1 <br />1m7 <br />I'Wr (168') PRECAST <br />279 <br />14.4Y (166') PRECAST <br />2W <br />293 <br />100 <br />14.4r (1S8') PRECAST <br />364 <br />aaew <br />aa0 <br />ta4 <br />eN <br />1 <br />12M <br />4% <br />425 <br />717 <br />lam <br />1 <br />i <br />1407 <br />t4'-Y (778) PRESTRESSED <br />N.R. <br />IN-r (17C) PRESTRESSED <br />N.R. <br />284 <br />91 <br />14'-0' (176-) PRESTRESSED <br />M° <br />246 <br />m0 <br />sm <br />°m <br />m1 <br />e2s <br />m0 <br />aM <br />I <br />e2 <br />Im <br />1tN <br />Im <br />164' (1S4') PRES11E89ED <br />N.R. <br />154• (1W) PRESTRESSED <br />N.R. <br />250 <br />83 <br />isw (1e4) PRESTRESSED <br />20I <br />2m <br />311 <br />sm <br />4ee <br />Me <br />en <br />1m A <br />7m <br />I2mes <br />911 <br />1m4 <br />Im <br />trd• (TOSS PRESTRESSED <br />N.R. <br />1r4' (208') PRESTRESSED <br />N.R. <br />194 <br />64 <br />Ir4' (20B') PRESTRESSED <br />1m <br />lm <br />2m <br />am <br />400 <br />NO <br />MI <br />740 <br />me <br />in <br />Int <br />ma <br />1473 <br />1914' (232') PRESTRESSED <br />N.R. <br />IS4' (232) PRESTRESSED <br />N.R. <br />148 <br />52 <br />19'4- Mn PRESTRESSED <br />1m <br />m <br />me <br />447 <br />a4f <br />eA <br />m <br />1m <br />2m <br />420 <br />m n" <br />841 <br />1 <br />1� <br />2t4' (25n PRESTRESSED <br />N.R. <br />21'4' (MI PRESTRESSED <br />N.R. <br />125 <br />42 <br />21'4' On PRESTRESSED <br />742 <br />M4 <br />mt <br />M. <br />410 <br />em <br />a16 <br />Ill <br />In <br />M2 <br />to <br />]ta <br />2m <br />m7 <br />aM <br />to <br />412 <br />I N <br />6N <br />100 <br />em <br />27-0' (264') PRESTRESSED <br />N.R. <br />27-V (284•) PRESTRESSED <br />N.R. <br />Ila <br />40 <br />274 (264') PRESTRESSED <br />1n <br />IM <br />7a9 <br />1M <br />364 <br />M1 <br />613 <br />e42 <br />em <br />41e <br />am <br />m2 <br />11/ <br />mt <br />24'-0' (2SB') PRESTRESSED <br />N.R. <br />24'-W (286') PRESTRESSED <br />N.R. <br />91 <br />33 <br />24'-0• (�S-) PRESTRESSED <br />lid <br />ME <br />Me <br />dm <br />me <br />tno0 <br />eM <br />- -.--- <br />tM <br />!m <br />- --_ <br />NO <br />--_. <br />om <br />_.- <br />eel <br />-_ <br />far <br />__ <br />1ffi <br />(N) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(N) THE <br />REDUCTIONS <br />NUMBERS <br />IN <br />FOR GRADE <br />PARENTHESISARE <br />40 <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />• ALL VALUES TARN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2018 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />- ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTECRETE <br />DIVISION ACCEPTANCE N: 16-0126.03 <br />O���OOm <br />'m�00m0� <br />�IO���mmll <br />m�m0000 <br />0m00�10� <br />��00000 <br />0®om�om <br />0®omomci" <br />�000��0 <br />�m00mC.4".�@1 <br />0�00��0 <br />OD®0©00 <br />avlommo®o <br />O�00m00 <br />0©IIIi�7m�E�0 <br />®0�mm00 <br />oomomamo <br />©i4:7m0m®0 <br />ii0�Om0�� <br />D��m�lla�ll® <br />0000�00 <br />D��m00m <br />f0000000 <br />0�000111�11� <br />�DOi0i000 <br />tvoo�ooaly <br />i00���OiO <br />1 ♦ _ ®W 8F16-i T/0AN0B 8F16-1T/0M/0B 8F16-i T10M/0S <br />1 <br />I <br />e <br />♦♦ <br />a <br />m <br />♦ <br />m <br />2 <br />o° <br />I <br />i <br />♦ <br />I <br />d <br />to <br />♦♦ <br />Q <br />d4 <br />a� <br />i <br />i <br />N <br />d <br />I <br />®♦ <br />LL <br />4m <br />GT <br />Id <br />' I / <br />s dd 1 <br />♦ ® 1 <br />i d t <br />®i dd 1 <br />ii dt 1 <br />i I 1 <br />i I 1 <br />♦ > 1 <br />i♦ Or 1 <br />♦i !® 1 <br />4 I 1 <br />ii dd 1 <br />♦ ♦ a <br />i d f <br />Y 1 <br />f a <br />a f <br />1 1 <br />1 1 <br />1 t <br />! 1 <br />1 a <br />1 t <br />1 1 <br />t 1 <br />1 f <br />f t <br />1 1 <br />t ! <br />UNO, PROVIDE BB1 WHERE 1 1 <br />ROOF TRUSSES BEAR, TOP f i <br />OF WALL EL. 6'-8", UNO. t 1 <br />i 1 <br />1 a <br />t 1 <br />1 1 <br />1 f <br />t <br />I <br />t a 1 <br />0 <br />d.y ♦♦ i <br />a ♦ 1 <br />r i a <br />40 dd 1 1 <br />d d f i <br />di #d I t <br />41 I f <br />♦ 01 ! I <br />yed 8RF14- <br />IT/oWoB <br />i I tdd ®d 1 I <br />® I 1 <br />1 t <br />1 ddd® ddI 1 f <br />1 dd 1d 1 I <br />i 11 8F76-1T/OM/08 1 BF6- 1 8F28-1T/0M/0B 1 <br />1 {�> d 1T/OANOB 1 <br />1. <br />LIFT BEAM PLAN <br />SCALE: 1/4". V-0" <br />IN <br />�' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774�6078 <br />FAX: 407-77440TS <br />wwwabdeslgngroup.00m <br />AA 8: 0003325 <br />w <br />0 <br />�4 <br />A <br />F <br />I?RiNT' OS 16 18 <br />DATE: <br />SCALE: 1/4"=1"—O" <br />SHEET <br />s� <br />