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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 WW (9)10d x 1 1/7' HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED N9 (10)d x 1 12" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1 /2" HDG NAILS, WOOD TO VAOOD: <br />USP RT16A OR LUGT2 W/ I Od x 1 1/2" HDG NAILS, FILLALL 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 WTH <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. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED ATTOP 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 PTTO 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 PSS36, .177" ° x 2 7/8" LONG, WTH 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 OTHERWSE. <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW/T.O. B.=TOP OF BEAM/ B.O.L.=BOTTOM OF LNITEL/TO.A=TOP OF ARCH] T.OS=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 />It <br />( <br />W�, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BIM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />Bx8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U4LINTELS <br />CAe1r"4�44an SAFE LOAD - POUNDS PER LINEAR FOOT <br />_ TYPE 8U8 18R f2m $Fleas 5Pm4e a 448 mFz m <br />3'$ (4T) PRECAST <br />2231 <br />4'4r (48-) PRECAST <br />1958 <br />4'$ (54') PRECAST <br />1599 <br />54- (84') PRECAST <br />1217 <br />V-10' (70') PRECAST <br />1062 <br />C-6" (781 PRECAST <br />905 <br />T-G (90') PRECAST <br />743 <br />94' (112D PRECAST <br />654 <br />19$ (12r) PRECAST <br />475 <br />11'4- (138') PRECAST 302 <br />17-0- (144') PRECAST 337 <br />13'4- (IOU-) PRECAST 296 <br />W-V (1681 PRECAST 279 <br />14'$ (1761 PRESRRE89ED NR <br />16W (164') PRESTRESSED MR <br />lr4' (208") PRESTRESSED MR <br />194' (232) PRESTRESSED N.R. <br />214' (2581 PRESTRESSED MR <br />27-0" (254") PRESTRESSED MR <br />v�ov�o� <br />00�mm0 <br />�0�0v®ov <br />m®oomoo <br />0®ovo <br />�m0m0�0 <br />�mmOm�� <br />0�000�0 <br />00�00m <br />00®00�0 <br />OEM=== <br />0 <br />0=®Km�0 <br />oommmmo <br />0�mm0�0 <br />0�0000� <br />0�0�00� <br />m®111IM11111 <br />0�0�00� <br />0 <br />=0� <br />CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />8" PRECAST &PRESTRESSED U-LINTELS <br />C�a,B SAFE LOAD <br />PLF <br />TYPE w,a 9cn RCMU <br />3'$ (42') PRECAST <br />1 1025 <br />1024 <br />1 1598 <br />4''-T (4n PRECAST <br />M <br />703 <br />1309 <br />4'$ (54') PRECAST <br />592 <br />591 <br />1073 <br />5'4- (64'7 PRECAST <br />411 <br />411 <br />745 <br />6'-10' (70-) PRECAST <br />340 <br />339 <br />816 <br />6'$ (78') PRECAST <br />1 507 <br />721 <br />490 <br />T$ (9n PRECAST <br />424 <br />534 <br />363 <br />94' (112') PRECAST <br />326 <br />612 <br />230 <br />19$ (128) PRECAST <br />254 <br />401 <br />ISO <br />ll'4" (136') PRECAST <br />260 <br />452 <br />164 <br />17-T (144-) PRECAST <br />244 <br />402 <br />137 <br />13'4" (160") PRECAST <br />217 <br />324 <br />110 <br />14'4T (166") PRECAST <br />205 <br />293 <br />100 <br />14'-V (176') PRESTRESSED <br />N.R. <br />284 <br />91 <br />1SW (184') PRESIPESSED <br />N.R. <br />259 <br />13 <br />IT-V (208') PRESTRESSED <br />N.R. <br />104 <br />64 <br />174" (232") PRESTRESSED <br />N.R. <br />148 <br />52 <br />21'<" (258') PRESTRESSED <br />N.R. <br />125 <br />42 <br />27$ (25C) PRESTRESSED <br />N.R. <br />116 <br />40 <br />ZV-(r (2Sr PRESTRESSED MR I Im I m I 4a M4 I eel f092 I 1— 1 I24'-0" (298") PRERRFSSED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT L <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />CSAFE LOAD - POUNDS PER LINEAR FOOT <br />_ TYPE I a IT I W12-IT I WIIT I !EMIT I MF IT I R'MIT I M <br />3'-0' (42') PRECAST <br />tea <br />zeM <br />Reza <br />4a4 <br />__- <br />eza <br />aim <br />Taal <br />4'$ (4n PRECAST <br />I= <br />Sae <br />90a <br />Nis <br />45m <br />6m <br />an <br />t9a <br />mM <br />0ae0 <br />m15 <br />470 <br />am <br />Bare <br />4'-0' (54') PRECAST <br />Up <br />tow <br />2W <br />3m5 <br />4W <br />4711 <br />5379 <br />1mr <br />aw <br />ZM <br />3975 <br />46,3 <br />4711 <br />5179 <br />54' (84') PRECAST <br />1me <br />ma" <br />zz7e <br />299e <br />mW <br />39e1 <br />4572 <br />tote <br />171e <br />zzre <br />v39 <br />xun <br />aM <br />41fE <br />BAT (70') PRECAST <br />t3ar <br />2a3 <br />Star <br />Sam <br />4133 <br />I19 <br />tar <br />2oa <br />2la <br />VI. <br />— <br />41. <br />9-V (78') PRECAST <br />1 <br />1no.. <br />2W9 <br />2/9Aw <br />3261" <br />9T121"1 <br />NO <br />IM <br />Im <br />2t2 <br />27W <br />ml <br />M2 <br />T-6- (90-) PRECAST <br />m" <br />1 <br />1624ya <br />2025" <br />2420m <br />2 <br />0O" <br />rn <br />12?4 <br />im <br />2125 <br />242e <br />2W7 <br />= <br />9.4- (112') PRECAST <br />7ae <br />1136. <br />u74 <br />te1 <br />v0T <br />0a0 <br />aI <br />ON <br />m4 <br />IW <br />Im <br />22M <br />=9 <br />ITO (126') PRECAST <br />41a <br />s75 <br />1ne" <br />navel <br />IW <br />1T3e" <br />mil" <br />a30 <br />®S <br />t,a w <br />un w <br />17a <br />M <br />201e <br />17'4' (136') PRECAST <br />474 <br />OMa0 <br />I= <br />to <br />111 <br />I7a <br />494 <br />637 <br />1042w <br />19n0" <br />Ia19w <br />1915. <br />21mw <br />1214r (144') PRECAST <br />4M w <br />4M <br />Tu <br />sM <br />115Ate <br />1309m <br />ISM <br />470 <br />m <br />I m <br />lamm <br />Imomi <br />131911 <br />2ml <br />13'4' (180') PRECAST <br />41., <br />Me" <br />W <br />TM" <br />M4" <br />11Q,., <br />I323" <br />126 <br />400 <br />730 w <br />1159n <br />141e" <br />le6b9 <br />Im <br />14'4' (156') PRECAST <br />m^' <br />M. <br />m <br />7u <br />M9 <br />1054a <br />— <br />410 <br />4m <br />TT <br />lm <br />1 <br />1 <br />Im <br />14'-W (17V) PRESTRESSED <br />m <br />20 <br />W <br />NO <br />5m" <br />ON <br />Mm <br />9a" <br />eta" <br />133" <br />Mm <br />1518m <br />11VM <br />1734 <br />154- (184') PRESTRESSED <br />2u <br />m <br />.15 <br />m <br />4M <br />619 m <br />ea <br />00e m <br />>m <br />1240" <br />wf <br />1460" <br />1061 <br />I9a <br />17r'4' (208') PRESTRESSED <br />14T <br />IN <br />2m <br />m <br />40e" <br />ae w <br />521" <br />TM <br />e9em, <br />1005 <br />mm <br />12T1" <br />en" <br />Im <br />194' Mn PRESTRESSED <br />IN <br />IM <br />mF" <br />m5 <br />mm <br />429 <br />"7" <br />mm <br />wm <br />041" <br />"Im <br />10a" <br />74r" <br />I2n" <br />214' (258") PRESTRESS® <br />142 <br />In <br />204 <br />2W <br />WSae <br />Y3 " <br />ea <br />00 <br />III <br />eee pq <br />IN-IM9 <br />4M <br />27-0' (204') PRESTRESSED <br />1ST <br />197 tw <br />2951m <br />3n" <br />4a" <br />5n" <br />m <br />13T <br />2m <br />3se <br />a139a <br />eM" <br />a3" <br />9a" <br />24--0- (288-) LESSED <br />lu <br />1nM <br />25r <br />e42 <br />41e <br />m <br />Mr <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 - 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 #: 164126,03 <br />-------------- <br />1 ♦ 8F16-1T/OM/OB 6- B 8 -1 /0 B <br />I <br />1 %% <br />1 <br />Im ,� <br />1 <br />1� ,,% I <br />1� <br />% GT <br />5 8F24-iT/OM/08♦ J. ; <br />1 <br />I <br />1 ♦ 1 <br />% <br />1 %% 4 1 <br />1 �% i 1 <br />1 `�� j ♦ 1 <br />1 ♦ ♦ 1 <br />1 Y 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 I 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />i 1 ml <br />Im 1 �1 <br />1� 2 1 FI <br />IF .1 1 ml <br />Im 1 LLI <br />ILL 1 �1 <br />Im 1 1 <br />1 1 1 <br />I 1 1 <br />1 UNO, PROVIDE BB1 WHERE 1 1 <br />1 ROOF TRUSSES BEAR, TOP 1 <br />1 OF WALL EL. 8'-8", UNO. 1 1 <br />1 1 1 <br />1 1 I I 1 <br />1 I <br />1 L - - - - -J 1 <br />1 �% 1 <br />1 ♦ `� 1 <br />1 j ♦ ♦ `,% 1 <br />4# ♦ �,, ; <br />1 .1♦1 1 <br />1 ♦ 8RF14 1 1 <br />♦� iT/OM/OB ♦ <br />j 0 <br />� 4# i 1 <br />1 1 ♦ I 1 1 <br />1 <br />1 8F18-1T/OM/OB 1 1 8F28-iT/OM/OBFTIDWUB; <br />L--------------------J L - - - - - - - - - - - - --------------t.� <br />LIFT BEAM PLAN <br />SCALE: 1/4" = l'-O" <br />1441 N. RONALD REAGAN BLVD. <br />L0NGW00D, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />ww W.abdeslgngmupxom <br />AA #: 0003325, <br />6,4 <br />W <br />y <br />w <br />y <br />z <br />0 <br />y <br />C <br />R <br />N <br />sXMDIV. 6e two <br />SILVERADO <br />LOT #48 <br />BLK #6 <br />PR0JECT111 <br />04128.002-48061 <br />MODEL.• <br />4EBB <br />"1828-CALI" <br />QAltAC;E SVfM*: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. H <br />on <br />Dp r O1/18/10 <br />scALE: 1/4"=1'-0" <br />SHEET <br />S2 <br />