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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA76 W/ (9) 1 Od x 1 1/0 HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HOG NAILS, WOOD TO WOOD: <br />SIMPSON H1 OA OR LGT2 W/ IOd 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 CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />S. 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 PSS36, .177' ° x 2 7/8• LONG, WITH WASHER 0 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 />DE88UE CIFUPTION <br />REMARK <br />1O <br />(2) 2X6 <br />Q <br />12) 2X6 <br />30 <br />(2) 2X10 <br />8' CM WALL <br />CRICKET LINE REF. PER PLAN <br />OMITTED FOR CLARITY 8• x li' LINTEL <br />W/ (37 b DAR <br />DOLE3LE 2XLT P.T. <br />LEDGER W/ 3/4' <br />FIRE•ENG. ROOF DIA J BOLT <br />TRUS6E6 " 24' BEE 6CWEDULE, <br />OG. STAGGERED PPKXI <br />OPPOSITE SIDE <br />Arp <br />2ND FIN. FILM. <br />F <br />MOT. OP LNTEL <br />MN. SAS' TYPO D <br />DEN. 2)RIO P.T. 'X' GYP E1011YAD FLOORING <br />LEDGER W/ SYSTEM <br />S/4'DGEIA J-BOLT (SEE FIRST <br />GEE ��E• GARAGE (G.� FRAMING. <br />FROM <br />OPPOSITE SIDE <br />LINTEL SECTION <br />- <br />ALE, SCALE, 1/2' • I'-®' SEE TRU88 PLANS <br />FOR EXACT SIZES <br />BEAM SCHEDULE <br />ONRRM 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 E.E. = EACH END, O/C = ON CENTER, F.E.S. = PROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />IPf. <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />881 <br />MASONRY <br />3DDO <br />8x16 <br />(1)#5 <br />(1) IS <br />WA <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />30DO <br />8x8 <br />(1)#5 <br />WA <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 & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8' <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />`Ies4�GM91 <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />r'�� <br />SAFPOAD <br />(L <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />sees <br />Olga <br />visa <br />wasw <br />Naes <br />Wiese <br />Nm ae <br />TYPE <br />LENGTH <br />B� <br />RCMU <br />TYPE <br />LENGTH <br />SWIT <br />SFW <br />OF94T <br />SF <br />Will -IT <br />rim <br />MS-11 <br />po-a <br />evatilT <br />WSW <br />m/str <br />NEW <br />MMT <br />moor <br />E. <br />Nun <br />rime <br />NM-te <br />m" <br />a esis <br />mma <br />3'4r (42') PRECAST <br />2231 <br />30os <br />Nts <br />qos <br />epo7 <br />OW <br />ow <br />low <br />8'r (4Z7 PRECAST <br />1D26 <br />1024 <br />168E <br />3'4r (42') PRECAST <br />less <br />2re6 <br />48" <br />pet <br />em <br />6132 <br />7001 <br />SM <br />N06 <br />0113 <br />lea <br />JIM <br />tact <br />Ilea <br />less <br />am <br />aw <br />4w <br />saes <br />qa <br />7M1 <br />4.4r l'le') PRECAST <br />180E <br />Met <br />2m <br />aos0 <br />4m <br />11 <br />7w <br />e7N <br />4'4T (/S') PRECAST <br />7S6 <br />769 <br />1309 <br />4'4r l!6') �� <br />lw <br />as <br />IM <br />SSl6 <br />4a0 <br />sea <br />We <br />aSS <br />4w <br />q1a <br />iM7 <br />me <br />1aa <br />tlw <br />1w <br />am. <br />aseo <br />M7e <br />4N0 <br />sea <br />eon <br />#4r 64 PRECAST <br />( <br />1W9 <br />less <br />2110 <br />Met <br />eta <br />We <br />500 <br />eat <br />!4r (649 PRECAST <br />502 <br />601 <br />1073 <br />4'4r (649 PRECJAV <br />107 <br />M40 <br />NN <br />SM <br />400 <br />mt <br />esA <br />21e0 <br />4M <br />$113 <br />lea <br />We <br />tOw <br />11SSa <br />ties <br />Mpo <br />2W <br />osn <br />400 <br />mf <br />os/e <br />6'�• (64� PRECAST <br />1217 <br />tM <br />14M <br />less <br />2M <br />qa <br />Tees <br />4m <br />6'-4' (64') PRECAST <br />N1 <br />411 <br />745 <br />B-4' (64') PRECAST <br />ssM <br />in <br />Sets <br />71po <br />MSS <br />Mq <br />4m <br />tw <br />aopo <br />sae <br />7a7 <br />1q <br />on <br />me <br />an <br />aes <br />Mes <br />fleet <br />4es2 <br />6'•10' ('7P) PRECAST <br />1002 <br />flee <br />11n <br />lost <br />Me0 <br />a40 <br />Ma <br />3470 <br />S-1p (70') PRECAST <br />340 <br />386 <br />818 <br />F-fir (70') PRECAST <br />w <br />7 <br />W` <br />stay'2m <br />qos <br />tp1 <br />MM <br />ppo <br />nes <br />nq <br />esM <br />m <br />1es7 <br />20e0 <br />ies0 <br />ales <br />Me <br />qM <br />6'4r (/6� PRECAST <br />908 <br />tm <br />2177 <br />ales <br />Met <br />e1N <br />4w <br />OOq <br />8.4r (76R PRECAST <br />607 <br />721 <br />490 <br />for P6') PRECAST <br />w <br />t <br />t <br />2Mo <br />sat <br />Wis. <br />tm <br />2177 <br />a140 <br />sm <br />SS40 <br />f <br />a6M <br />p6 <br />lees <br />tw <br />tea <br />me <br />mt <br />an2 <br />Tor l�7 PRECAST <br />743 <br />101 <br />17a <br />am <br />m <br />MISS <br />qq <br />MM <br />Tor l90'Y PRECAST <br />424 <br />6S1 <br />368 <br />Tor (60') PRECAST <br />7a7 <br />t <br />SOME <br />MN <br />am <br />1011 <br />Im <br />Spot <br />men <br />epo1 <br />ear <br />eat <br />737 <br />,pap <br />iw <br />Mn <br />SEE <br />sea <br />me <br />9'-0• 11 PRECAST <br />( 2') <br />554 <br />1110 <br />lea <br />aM <br />aNl <br />au <br />pow <br />W-C (112') PRECAST <br />326 <br />512 <br />230 <br />6'1' (112') PRECAST <br />w <br />7a <br />n <br />404 <br />m <br />star <br />Ma <br />m <br />isle <br />lea <br />mt <br />24po <br />4 <br />es10 <br />w <br />ees <br />tata <br />tep <br />Iles <br />tat <br />we <br />10'4i' (126� PRECAST <br />{76 <br />ees <br />eSS <br />tar <br />aSS <br />2m <br />np <br />aes <br />1Q4r (126� PRECAST <br />264 <br />401 <br />180 <br />10'-C (120") PRECAST <br />w <br />en <br />qe <br />nN <br />1p1 <br />1 <br />2111 <br />W <br />toes <br />less <br />7010 <br />mt <br />p04 <br />w <br />w <br />ttss <br />tat <br />tip <br />Ms <br />ale <br />71'�' (136� PRECAST <br />382 <br />est <br />us <br />1es4 <br />Im <br />2W <br />M9 <br />4w <br />II-W (131M PRECAST <br />280 <br />482 <br />154 <br />11W (136) PRECAST <br />m <br />w <br />doe <br />tON <br />7N <br />1q <br />17p <br />m <br />ass <br />less <br />im <br />am <br />qN <br />4w <br />4" <br />4N <br />1 <br />1372 <br />less <br />1916R <br />21N <br />174r (14l� PRECAST <br />837 <br />see <br />0n <br />/w <br />iw <br />qos <br />na <br />Iles <br />12'4T (1M'i PRECAST <br />244 <br />402 <br />137 <br />174Y (1!!� PRECAST <br />4n <br />4M <br />724 <br />w <br />11 <br />t <br />less <br />ea <br />eM <br />tat <br />tw <br />s1SS <br />ae6 <br />eses <br />470 <br />po6 <br />ep <br />taw <br />lease. <br />lem, <br />tore <br />17�' (760� PRECAST <br />298 <br />m <br />ies <br />107E <br />/429 <br />tea <br />So <br />WE <br />(160� PRECAST <br />217 <br />324 <br />110 <br />134' (1607 PRECAST <br />414 <br />w <br />SST <br />7es <br />w <br />11 <br />Ma <br />m <br />7es <br />tan <br />use <br />less <br />ate <br />mIT-4- <br />40 <br />4SS <br />7es <br />nes <br />Ull. <br />10131mm <br />tess <br />14'01 <br />( PRECAST <br />4a <br />m <br />mu <br />an <br />lees <br />21n <br />apo <br />14'4r (IM PRECAST <br />206 <br />293 <br />100 <br />14'4r (166') PRECAST <br />w <br />= <br />ees <br />7M <br />see/ <br />leM <br />40 <br />7es <br />MR <br />tees <br />less <br />21N <br />am <br />410 <br />4M <br />717 <br />tw <br />tees <br />7P4r (17S') PRESTRESSED <br />N.R <br />we <br />Net <br />M <br />la <br />let <br />Net <br />Net <br />144r (17n PRESTRESSED <br />NA <br />294 <br />91 <br />IC r (IM PRESTRESSED <br />Seew <br />m <br />aSS <br />men <br />m <br />w p <br />m <br />t <br />en <br />let <br />1131 <br />Ins <br />4a <br />m <br />fen <br />tow <br />Sees <br />2917 <br />2712 <br />16'-4' (184� PRESTRESSED <br />N.R. <br />NR <br />NR <br />Net <br />Mt <br />Net <br />pot <br />Net <br />1B�' (1Bly PRESTRESSED <br />N.R. <br />269 <br />83 <br />IW4' (1I PRESTRESSED <br />as <br />2110 <br />ap <br />4SS <br />ale <br />ass <br />Sam p <br />710 <br />Oil <br />I <br />tees <br />412 <br />n0 <br />I= <br />l7a <br />an <br />me <br />am <br />1Ti' ( )PRE <br />' <br />NR <br />st <br />listNR <br />NR <br />NR <br />NR <br />iT1' (106� PRESTRESSED <br />NA <br />191 <br />B4 <br />lrW 0t067 PRESTRESS® <br />IN <br />les <br />m <br />e0111 <br />406 <br />a04 <br />en <br />7es <br />ose <br />7s <br />1Mn <br />as <br />"Is <br />M0 <br />See <br />tm <br />im <br />lees <br />spa <br />19'�' Mn PRESTRESSED <br />NA <br />NR <br />NR <br />st <br />NR <br />NR <br />NR <br />N0. <br />104' Mn PRESTRESSED <br />N.R. <br />i48 <br />FL <br />194' (282') PRESTRESSED <br />tes <br />IN <br />m <br />m <br />Us <br />4111 <br />447 <br />m A <br />6W <br />est <br />Set <br />MO. <br />7a <br />tm <br />no <br />4M <br />m <br />IW <br />misle <br />me <br />211W GENII PRE8TRE86ED <br />N.0. <br />st <br />NR <br />NR <br />NR <br />NR <br />let <br />NR <br />21W (2� PREP <br />NA <br />126 <br />42 <br />21'-4' (� PISS <br />142 <br />let <br />m <br />m <br />w <br />27a <br />ep <br />6a <br />4SS <br />7q <br />011111 <br />w <br />ees <br />1044 <br />ISO710 <br />• <br />See <br />nu <br />lw <br />140 <br />2Z'4r (264� PRESTRESSED <br />NA <br />to <br />NR <br />Ide <br />NR <br />NR <br />Net <br />NR <br />22'47 (264') PREST <br />NA <br />110 <br />40 <br />274r (2847 PJiEAiA <br />IN <br />iN <br />IN <br />m <br />m <br />m <br />an <br />m <br />4es <br />m <br />Seem <br />m <br />w <br />1es <br />q6 <br />m <br />7SS <br />99 <br />ISO <br />1>A <br />24'4r PRESIRE80® <br />N.R <br />NR <br />NR <br />NR <br />NR <br />NR <br />let"l <br />NO (2669 PRESTRFA� <br />NA <br />91 <br />39 <br />2/'4r � PRESTRESS® <br />m <br />1M <br />1n <br />m <br />m <br />21e <br />as <br />4es <br />Ne <br />w <br />4es <br />7N <br />esr <br />Sn <br />to <br />a0 <br />40 <br />w <br />w <br />tm <br />/m <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />RESAR. <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN <br />FOR GRADE <br />PARENTHESIS <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />ALL VALUES TA10?N FROM 'SAFE LOAD TABLES' BY CASTCRETE MAY 201E 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 SEARING PAST EACH 867E OF WNDOW OPE1a40 <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.GP, CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />M/OB <br />BB2 0 9'-4"—\ <br />3 SIDES <br />r%- <br />1 . <br />1 <br />q 1 F- <br />N I� <br />�b <br />1� <br />TOP OF WOOD <br />WALL, EL. 9-4- <br />DBL STUD <br />UNDER HEADER <br />8 <br />8 T OF WOOD <br />( WALL, EL. 9-4'- <br />DBL STUD <br />UNDER TRUSS <br />LBW <br />j%9F32-1T/1M/0B <br />1 ; <br />1 <br />— <br />1 ♦ <br />1 ♦ <br />1 ♦ <br />i ♦ <br />� <br />♦ <br />1 m <br />w <br />1 ♦ � <br />w <br />1 <br />UNO, PROVIDE BB2 <br />WHERE ROOF TRUSSES <br />m <br />BEAR, TOP OF WALL, <br />EL: 9'4', UNO <br />CRICKET--�♦ <br />♦ <br />a <br />1 <br />1 BOTTOM OF LINeEL 0 <br />9 4" <br />; RG. 9'-4- ♦ ' <br />1 <br />1 J# <br />-----------F-6—T-0-1— <br />.......... <br />i <br />DBL STUD <br />UNDER TRUSS <br />TOP OF WOOD <br />WALL, EL. <br />UNO, PROVIDE BBi <br />DBL STUD WHEREFLOOR <br />UNDER HEADER TRUSSES BEAR, TOP OF <br />WALL,. EL. 10'-8", LINO <br />8F32-1T/1IW0B <br />1 T/1 WOB g 1 <br />51 <br />�1 <br />71 <br />.1 <br />1 <br />I <br />8F8-lT/0M'OB 8F8-1T/0M/0B 1 <br />---------------------j <br />B82 0 9'-4" <br />2 SIDES <br />LIFT BEAM PLAN <br />SCALE: 1/4'=1'-0' <br />4.Y91 N. RVNNLY RCNYN" "LYV. <br />LONGWDOO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abd*Wgngmup.com <br />AA #: 000332E <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 8194188.2802 <br />WE <br />SUDDIV. Ae LOT <br />S ILVERADO <br />LOT#8 <br />BLK 13 <br />PI OJICCT* <br />03719.000-08131 <br />MODEL' <br />JO RDYN <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FIRST LIFT <br />BEAM PLAN <br />(CAST-CRETE) <br />150 MPH EXP. C <br />DATE: 07/07/20 <br />SCALE: AS NOTED <br />S2 <br />