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FRAMING NOTES: <br />i. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 1 Od x 110 HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12" HOG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 WI 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 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 REVIEWAND <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, A 77" x 2 7/8" LONG, VW#TH WASHER Q 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 0THERWISE. <br />HEADER SCHEDULE <br />MARK <br />DESCRRIIPTION <br />REMARK <br />0 <br />12)2X8 <br />BEAM SCHEDULE <br />gRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL/ T OA =TOP OF ARCH IT.O.S =TOP OF SLAB <br />ABBREVIATIONS <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHCLIT <br />MARK <br />DESCRIPTION <br />(psI) <br />WxH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />13TM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />B81 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />NIA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LNTEL <br />IN SAFE LOAD - POUNDS PER LINEAR <br />TYPE M NR® NF13m W%w *zm mooa! fw <br />LENGTH <br />7S On PRECAST ZMI <br />4'� M PRECAST IBIS <br />Y4' (Sr) PRECAST 11WB <br />er (64-) PRECAST 1217 <br />9-1r (709 RECAST 1082 <br />Is (787 PRECAST we <br />Tr (90') RECAST 743 <br />Pr (112) PRECAST 054 <br />W4' (Un PRECAST 475 <br />11'r (13d7 RECAST 382 <br />174' (144') PRECAST 337 <br />ta'r (/80') RECAST 216 <br />u'4' p607 PRECAST 279 <br />W-W (17W) PIESIIF6M AIR18r (1847 PR� EBTRMR <br />Tr-r (20C) REBTAEAED AIR <br />tIr mn FRESIAE86® Nit <br />21'r Mn PRE61� NR <br />Mr (294) PREU EA. SSM N <br />24'4' (�ee9 PRE61� <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />S 8" PRECAST & PRESTRESSED U-LINTELS <br />FOOT SAFE LOAD <br />PLF <br />ff <br />0m�0�0 <br />00®0�0� <br />v000©vim <br />00®OODm <br />m�ovovo <br />OO��OOm <br />0000000 <br />000�� <br />m��voov <br />�0�0000 <br />OmM=MIE=M <br />00�0000 <br />00000 <br />000000v <br />oo©©oov <br />0000000 <br />moo0oo0 <br />©0000�0 <br />0��0�D0 <br />0D0m000 <br />ODD©©00 <br />D�D��mO <br />0000000 <br />®000E7�m <br />OZZOOLMEZ30 <br />E>•000�©0 <br />000000® <br />0000000 <br />NR 128 1 m 1 4N4 M 44 I ma <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALLU TAKEN FF40M'8 M LAIRD TAKEr BYCASTCRETE M AY2018 EDITION <br />-ALL PRECAST PRODUCTS ARETO BEINSTALLED P RMNIFACRIRES SPECHCA <br />TYPE <br />3'4r On PRECAST <br />lowl <br />I= <br />I I= <br />4.4' On PRECAST <br />785 <br />7'63 <br />1309 <br />44" 04-) PRECAST <br />= <br />591 <br />1073 <br />&4' (64') PRECAST <br />411 <br />411 <br />746 <br />T--tT (7r) PRECAST <br />340 <br />339 <br />616 <br />B4• (7r) PRECAST <br />807 <br />721 <br />490 <br />7'$ (9r) PRECAST <br />424 <br />534 <br />383 <br />Ir (11r) PRECAST <br />326 <br />612 <br />230 <br />W4' (12n PRECAST <br />204 <br />401 <br />169 <br />11'4' (13r) Fr>ECABr <br />230 <br />452 <br />154 <br />17-7 (144') PRECAST <br />244 <br />4M <br />137 <br />I" (187 PRECAST <br />217 <br />324 <br />110 <br />10-r (10n PRECAST <br />205 <br />223 <br />101) <br />11" (17r) PREBTMM <br />NA <br />294 <br />91 <br />1" (18111 PR MEM <br />NR <br />250 <br />83 <br />17-C OW PRE <br />N.R. <br />194 <br />64 <br />far Mn PREff7RESSED <br />NA <br />1 148 <br />52 <br />21'r CM9'1 PRESTREINED <br />NA. <br />125 <br />42 <br />27-W 04') PREURESOM <br />N.R. <br />116 <br />40 <br />24'4' (ter) PREEN <br />MR <br />01 <br />as <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LNTELS <br />*Mr-01111101111 SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE I wwT I WIS"T I EM.ti aPJN-0TI F74T 1 Rift m <br />�E�■�00�0 <br />oo©oomo <br />O�D�DOm <br />NIEMEN <br />0 <br />- <br />oo�Q�aoo <br />Q�Q' <br />E!"■ <br />oo����QII <br />MEM9 <br />ME32 <br />0Q�1Q4Q�Q_�@�: <br />©Rk= <br />M <br />K— <br />_ <br />oErErEr_ <br />""KURZ=Q1E=w <br />saEr_ <br />Q+ <br />._� <br />D <br />O�ElQ",C7�Cl�Q� <br />E!_1E,Z^C3!m=_ <br />m=_ <br />DEL <br />El!1Q'@!1Q!Ql <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-PRECAST PF10DU=BY OTHM TO MMrORE»D VALUES STAT®ABOVE <br />- PROVM MPMM4.OF BEARNB PAST EACH SW OF WINDOW OPBMO <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.OP. CORPORATIONCASTE-CRETE <br />DIVISION ACCEPTANCE#: 1"126.03 <br />1 <br />1 <br />1 <br />0 1 <br />r 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />f <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />T------i <br />L_—___-I <br />1 �♦ <br />1 ♦♦ <br />1 <br />1 ♦♦ <br />1 ♦♦ <br />♦♦ TIOMA <br />OMA <br />1 ♦ 1vws <br />UNO, PROVIDE 881 MERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. V-8", UNO. <br />1 1 ♦ ♦♦ 1 <br />1 1 <br />1 1 ♦♦ ♦♦ 1 <br />0 1 1 ♦♦ ♦♦ 1 <br />1 1 <br />1 <br />1 1 ♦ ♦♦♦ 1 <br />1 8F28-1T/0ANOB 1 8F8- 8F16-1T/OMNB ♦ 1 <br />1 1T/OM/OB ♦ 1 <br />1 <br />------------------ ----- ----- r—ol <br />Z-----a------�L----------i <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-r <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774 78 <br />FAX:407-774.4078 <br />W Abde [Ipigroupxom <br />AA S: 0003325 <br />h <br />6 <br />o <br />U <br />a�as� <br />IP <br />OEM a LOT:SILVERADO <br />LOT #10 <br />BLK #7 <br />MO"=T# <br />04128.002-10072 <br />moaaL <br />4EAB <br />"1672-ARIA" <br />GARAGE 99WHWG: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />50 MPH EXP. 911 <br />ARCHITECT: <br />STATE OF FLORIDA <br />JUL 1 5 IN <br />JAWS J. <br />AR 12079 <br />DATSW 07/1O/19 <br />aC :1/4"=1'-0 <br />a <br />