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=fmin L[ell 2[olow <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 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 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 7/8" LONG, WITH WASHER C 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 0'4r, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />REMARK <br />DESCRIPTION <br />10 <br />1 (2) 2X8 <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 E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />to <br />(P-1) <br />WxH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />Bx16 <br />(1)#5 <br />1 (1)#5 <br />1 N/A <br />I <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <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 />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />0-41"Nm <br />SAFPL <br />OAD <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />M78 <br />I Mao I <br />visa I <br />mam I <br />woo I <br />wows <br />I 4105w <br />TYPE <br />LENGTH <br />8118 <br />�S <br />RGSI <br />TYPE <br />LENGTH <br />MIT <br />NNW <br />M2•n <br />mzzr <br />VWIT <br />sl a <br />BFse•1T <br />aas#r <br />aF21.1T <br />raw <br />NOD -IT <br />w amT <br />0424T <br />I was2T <br />S4' (421) PRECAST <br />2231 <br />3•d (42� PRECAST <br />IONS <br />1024 <br />1688 <br />Sd (4Y) PRECAST <br />1m <br />2m <br />3m <br />4m <br />an <br />Tomtaw <br />mm <br />gem <br />4314 <br />ma <br />6132 <br />mot <br />4'd (469 PRECMT <br />166E <br />4'd (46-) PRECAST <br />7e5 <br />783 <br />130E <br />for (4n PRECAST <br />,m <br />am <br />mm <br />3116 <br />4070 <br />am <br />Ban <br />,m <br />no <br />Me, <br />we <br />am <br />an <br />am <br />4'4r (M-) PRECAST <br />15S/ <br />4'4r (54) PRECAST <br />582 <br />561 <br />1079 <br />VW (M PRECAST <br />Mr <br />2m <br />am7 <br />we <br />No <br />4711 <br />can <br />tme <br />1m <br />Will <br />3e75 <br />4048 <br />4141 <br />3111e <br />9i- ro4") PRECAST <br />IM7 <br />Fr P4-) PRECAST <br />411 <br />411 <br />746 <br />94• (e4•) PRECAST <br />tow <br />201 <br />sm <br />mw <br />wet <br />4m <br />1016 <br />ens <br />Gan <br />am <br />am <br />3011 <br />4m <br />B-ta (7a) PRECAST <br />ion <br />F-ta (MPRECAST <br />340 <br />330 <br />618 <br />9-10' (MPRECAST <br />m <br />I= <br />aro7 <br />M <br />nss Be <br />m <br />1017 <br />2m <br />sew <br />$107 <br />3m <br />1 41W <br />Fd (Te9 PRECAST <br />BOB <br />Fd (T6") PRECAST <br />507 <br />721 <br />490 <br />Fd (7n PRECAST <br />m <br />lau. <br />am <br />m1 <br />fit <br />m <br />,4eT <br />I ,m <br />I sm <br />1 2no <br />1 mi <br />1 ans <br />T4- 1s09 PRECAST <br />743 <br />id Rn PRECAST <br />424 <br />534 <br />383 <br />Td (9C') PRECAST <br />TV. <br />1 <br />mm <br />2ww <br />am <br />TV <br />me, <br />we <br />zm <br />I 3m <br />I am <br />I me <br />9r (11Z7 PRECAST <br />554 <br />l24! (112' PRECAST <br />326 <br />512 <br />230 <br />9r (11T) PRECAST <br />Mt <br />am <br />seoo <br />en <br />m <br />,2,e <br />1m <br />,ew <br />am <br />me <br />tad (128) PRECAST <br />475 <br />tad (126') PRECAST <br />264 <br />407 <br />780 <br />1afi (126') PRECA$'T <br />m <br />en <br />Ole <br />INS <br />14N <br />1 <br />2" <br />em <br />m <br />11m <br />lm <br />im <br />am <br />no <br />114• (131M PRECAST <br />362 <br />114• (13M) PRECAST <br />260 <br />452 <br />164 <br />t1'-P (13n PRECAST <br />N4 <br />m <br />m <br />/027 <br />, <br />151 <br />IM <br />4m <br />am <br />1372.4t642 <br />1e1a11 <br />21m <br />t2'd (149) PRECAST <br />3" <br />11'd (1441 PRECAST <br />244 <br />402 <br />137 <br />t2'd (14Y) PRECAST <br />p0 <br />m <br />M <br />m <br />11 <br />tm <br />4n <br />m <br />m <br />im <br />t <br />,N <br />mia <br />1Tr (15a') PRECAST <br />2N16 <br />err (16a) PRECAST <br />217 <br />324 <br />110 <br />1Fr (tea) PRECAST <br />416 <br />m <br />467 <br />im <br />m <br />1 <br />,m <br />m <br />m <br />7m <br />,Iw <br />M <br />1BB7 <br />W-a (16n PRECAST <br />2M <br />lN4F (1e6I PRECAST <br />205 <br />2S3 <br />100 <br />14NEM'47' (16n PRECAST <br />m <br />m <br />m <br />»1 <br />m <br />,m <br />4m <br />4m <br />T17 <br />,m <br />, <br />,wT <br />14'd (176� P�8TRE88ED <br />NA <br />IN-r (Im PRESTRESSED <br />N.R <br />264 <br />81 <br />14'd (17e) PRESIR�ED <br />m <br />m <br />m <br />m <br />m <br />m <br />eTa <br />m <br />m <br />t <br />m <br />1318.1734 <br />17N <br />1Fr (1S4T PAW <br />N.R <br />16r (184-) PRESTRESSEDN.R <br />20 <br />63 <br />tVr (1e4.) PRESIPESBED <br />224 <br />ne <br />m <br />w <br />et,210 <br />1m <br />tTr Ree9 PRES1RE88® <br />NA <br />1Tr R6e9 PR681 <br />N.R. <br />194 <br />64 <br />1Tr (20e") PREPREBBm <br />+u <br />m <br />m <br />m <br />/si <br />mH2 <br />14781Vi- <br />r4n PRINMENED <br />N.R. <br />19r mr PRESTRESSED <br />N.R. <br />148 <br />52 <br />tar (2 r pR68TREm[31 <br />,w <br />1w <br />m <br />m <br />as <br />Mt <br />ea <br />74T <br />12272Tr <br />l '1 PRESTRESSED <br />N,R <br />mzm <br />2Pr p)an PRESTRESSED <br />N.R <br />125 <br />42 <br />21'r (26" PRESTRESSED <br />tw <br />am <br />U70 <br />m <br />m <br />m <br />mt422mTr <br />1m22d <br />(XV) p 6ED <br />N.R <br />21'•a (2849 PRESTRESSED <br />N.R <br />11e <br />40 <br />27d ON-) PRE <br />tm <br />te7 <br />m <br />m <br />m <br />m <br />m <br />m <br />m24'd <br />HER,n <br />l 9 PAD <br />N.R <br />ZV.T pn PRES1 <br />N.R <br />S/ <br />33 <br />24!-V W PRESTRESSED <br />m <br />m <br />In <br />m <br />4m <br />m <br />4e2 <br />7w <br />m <br />m <br />m <br />ON <br />taoa <br />,sn <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 TAKEN FROM •SAFE LOAD TABLES• BY CASTC.RETE MAW 2015 EDITION • PRECAST PRODUCTS NY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MN1t4UA11• OF SEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 16-0126.03 <br />OD�O�m� <br />Om�000� <br />oo�mmm <br />0�00�00 <br />ommomoo <br />000 <br />�m�00�001 <br />mm©0©Q�Q� <br />OmmO■�00 <br />ommoo <br />oosa000v <br />oommo®o <br />o©m��oo <br />ODm0�00 <br />oomomoo <br />O�mmmm0 <br />oommo®o <br />DOD©0� <br />0��O0m <br />0©00�0© <br />— — — — — — — — — — — — — — — — — — — — — — T — — ­ ­ m — m w — — m w — w — — — — — — m — — — <br />8F8-1 T/OWOB I 8F8-1 T10W0B <br />U.N.O. PROVIDE BB2 WHERE <br />ROOF TRUSSES BEAR, <br />TOP OF WALL EL 17'-4" ♦♦♦ , <br />♦ I <br />♦ I <br />♦ I <br />♦♦♦ I , <br />♦ I <br />1 ♦♦ <br />1 ♦ ♦♦ <br />s ♦♦ ♦♦ <br />1 1Be <br />8F8-1TI0M/0B 0 11 <br />1 <br />J ' 1 <br />j 1 � <br />I 1 <br />1 <br />I 1 <br />GT <br />1 I ` — — — — — — — ——��8�T�OM/OB--- <br />1 1 ♦♦♦ ♦♦♦ <br />i 8F8.1T/OMI08 1 8F8-lT/0M/0B♦♦ 8F8-1T/OM/OB ♦♦ 1 2.1 <br />1 <br />1 <br />popeam <br />L---------J---------- -------+-=y <br />L-------------------------� <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1 <br />1 <br />1 <br />1 q <br />1 <br />1 <br />1 <br />1 <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-77443078 <br />FAX: 407-774A078 <br />www.abdesigngroup.com <br />AA M. 0003325 <br />1 <br />5WEBB <br />Up <br />IV <br />Z <br />SUBDIV. a# LOT: <br />ABBOTT PARK <br />LOT #1 <br />BLK. #9 <br />PROJECT <br />04181.00 —01091 <br />HODEU <br />4EHB <br />"2605— HAYDEN" <br />GARAGE S7RIJG: <br />LEFT <br />PAGE: <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />%160 MPH EXP. C <br />DAA E: 8/15/20 <br />SCALD: 1/4"=1'-0" <br />SHEET <br />S5 <br />