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FRAMING NOTES: <br />I � U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAII 6 W/ (9) 1 Dd x 1 112' HDG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 1/2* HDG NAILS, WOOD TO WOOD: <br />SIMPSON H1 OA OR LGT2 W/ 1 Od 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 />S. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT[ 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 />SIZE & <br />DESCRIPTION <br />REMARK <br />(2) 2X12 <br />(D <br />(2) 2X8 <br />BEAM SCHEDULE <br />R22M= INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM I B.O.L. =BOTTOM OF LINTEL /T.O.A. -TOP OF ARCH I T.O.S =TOP OF SLAB <br />ABBREVIATIONS <br />E.E. = EACH END, O/C - ON CENTER, F.E.S. - FROM EACH SUPPORT, TO. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fo <br />(psi) <br />SIZE <br />WXH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />STM. <br />TOP <br />MID <br />SIZE <br />TPAUNG <br />BBI <br />MASONRY <br />3000 <br />8x8 <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 />ADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8' <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />*-4-- <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />*--4-- <br />SAFE <br />LOAD <br />PLF <br />0--o- <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />SUS <br />TYPE <br />LENGTH <br />BUS <br />SPS <br />RDMU <br />TYPE <br />LENGTH __ <br />IIM� <br />~ <br />41P13-a <br />imm <br />*'WIT <br />@Fwv <br />"i <br />ii <br />�v <br />raw <br />WAMT <br />mar <br />VWT <br />ii <br />7-r (42') PRECAST <br />2231 <br />T*V (42') PRECAST <br />1025 <br />1024 <br />1508 <br />14r (47) PRECAST <br />Im <br />2M <br />3W <br />4111114 <br />SM <br />032 <br />7W <br />ifift <br />2M <br />31104 <br />4M <br />=3 <br />81M <br />7W <br />*0 (4n PRECAST <br />I'S" <br />V-V (481 PRECAST <br />785 <br />M <br />1300 <br />44r (4n MOW <br />Im <br />mm <br />sm <br />we <br />4m <br />I= <br />2210 <br />JIM <br />3615 <br />4m <br />m <br />f-S' (54-) PRECAST <br />Im <br />4-411' (54') PRECAST <br />502 <br />M <br />IM <br />#4r (641 PRECAST <br />1w <br />210 <br />2707 <br />3M <br />4M <br />4711 <br />Will <br />m=mmmxK=wnrm=m <br />Kam <br />0177 <br />2M <br />2W <br />3M <br />4M <br />47111 <br />SV9 <br />Is"2. <br />&W (641 PRECAST <br />' <br />1217 <br />Illill <br />F-C (641 PRECAST <br />4111 <br />411 <br />745 <br />F-V (641 PRECAST <br />iols <br />i7it <br />2210 <br />21M <br />m <br />3091 <br />4M <br />m=A1=w:!zffmqff= <br />ff=_ <br />9= <br />1010 <br />M5 <br />22?d <br />I 2M <br />311111111 <br />301 <br />46n <br />F-Ur (?n PRECAST <br />1062 <br />Ill <br />F-Icr (7(r) PRECAST <br />340 <br />339 <br />816 <br />F-110' (M PRECAST <br />no <br />Ui <br />3080.1 <br />2011 <br />81117. <br />I&M. <br />41311. <br />111211 <br />IW <br />2M <br />M <br />$107 <br />310 <br />4133 <br />W-r M PRECAST <br />1 <br />V-r (M PRECAST <br />507 <br />ni <br />400 <br />S`4r (M PRECAST <br />on <br />vw- <br />Iii <br />2m. <br />amylow <br />=I <br />m <br />1w <br />IM <br />1 2XI1 <br />2M <br />3=1 <br />1 VU <br />r-r Rn PRECAST <br />743 <br />r-r Wj MECAST <br />424 <br />534 <br />363 <br />T-r Wj PRECAST <br />7Vm <br />10811m <br />16114mil <br />2XIS, <br />2428, <br />2Wd <br />311 <br />?v <br />1=4 <br />IU4 <br />210 <br />IM <br />2W <br />I X1111111 <br />W-C (11r) PRECAST <br />5M <br />1111 (1121 PRECAST <br />320 <br />512 <br />MD <br />W-V (111r) PRECAST <br />w <br />m <br />I <br />ta4. <br />ING. <br />215Y <br />2111110. <br />w <br />m <br />1310 <br />NO <br />IM <br />2111114 <br />OIL_ <br />1IIY-r (12n PRECAST <br />475 <br />111 (1211 1 <br />204 <br />401 <br />180 <br />19-r (12n PRECAST <br />m <br />m <br />lie <br />Lmw <br />- <br />�mmi <br />KZL <br />m <br />m <br />IIIKI <br />"n <br />Im <br />-mas <br />m <br />na <br />11-4- (131n PRECAST <br />SIG <br />11-4- (13n PRECAST <br />2W <br />1 462 <br />1 164 <br />11-4- (13r) PRECAST <br />5" <br />am <br />1w <br />1274'. <br />1 <br />im <br />494 <br />WF <br />11042A <br />IMml <br />1111143. <br />1915. <br />211117 <br />11241' (1441 PRECAST <br />337 <br />Ir-r (144) PRECAST <br />244 <br />402 <br />137 <br />12-V (144') PRECAST <br />470 <br />41111 <br />?m <br />m <br />111811. <br />1311. <br />im- <br />470 <br />No <br />wo� <br />tw.A <br />"No. <br />14ma" <br />smj <br />IV4' (18n PRECAST <br />216 <br />13-4- (1180F) PRECAST <br />217 <br />324 <br />110 <br />IV4' (16n PRECAST <br />418 <br />m <br />w <br />m . <br />110114-1 <br />1143. <br />1323 <br />40 <br />400 <br />m <br />IIIiii <br />1418.j <br />ism. <br />1w. <br />iW-V (IOn PRECAST <br />71, <br />W-W (118n PRECAST <br />205 <br />293 <br />100 <br />14%W (16n PRECAST <br />354 m <br />3611 <br />no <br />?1114 <br />Ni <br />111111i <br />I=. <br />41ON425 <br />rt7 <br />iouA <br />isaml <br />i5uJ <br />imm <br />14!4r IM PRESTRESSED <br />NR <br />IV4r (171M PRESTRESSED <br />N.R. <br />284 <br />91 <br />1W4r (17r) PRESTRESSED <br />- <br />314 <br />M <br />M <br />672,W <br />6" <br />11 <br />" <br />978-1 <br />11318 <br />_ <br />uss <br />m <br />NO J <br />009. <br />16116. <br />1?34. <br />16W (1541 PRESTRESSED <br />N.R. <br />IFW (1841 PRESTRIESSED <br />N.R. <br />260 <br />03 <br />1"' (1841 PRESTRESSED <br />2N <br />230 <br />30, <br />m <br />4111 <br />111,11 <br />W <br />on <br />M - <br />1240. <br />Sit- <br />1420. <br />"64. <br />11111111 <br />1174' Wn PRESTRESSED <br />N. <br />Ir-c am PRESTRESSED <br />N.R. <br />194 <br />64 <br />174' Min PRESIFFAM <br />14.7 <br />U2 <br />2m . <br />30.8 <br />405 <br />m <br />al <br />md <br />am <br />"OR. <br />M , <br />IVI. <br />V3. <br />147 <br />IIr4' RM PRESTRESSED <br />N.R. <br />I" fAr PRESTRESSED <br />NAL <br />148 <br />52 <br />194' Min PRE ITTREW, <br />NO <br />220 <br />30 <br />4V-1 <br />WT- <br />07. <br />74Y, <br />IN <br />m <br />An <br />JWMA <br />W.� <br />w- <br />low- <br />ivy <br />211'11 <br />NA <br />21-4- IISi PRISSIMIjaw <br />NJL <br />125 <br />42 <br />214' Mn !PRESTRESSED <br />va <br />204- <br />232 <br />373 <br />m <br />410- <br />7210 <br />11 <br />2w <br />m <br />ion <br />NAL <br />V4r (2641 PRESIRESSED <br />N.R. <br />1 <br />2r4r 016411 MSSTRESW <br />w <br />13v? <br />In <br />2n <br />NIS <br />m <br />6113 <br />m <br />w <br />=go <br />m. <br />m <br />24'-W Win PRESTRESSED <br />NA <br />24-0 (01111111 PRESTRESM <br />1 <br />N.R. <br />1 <br />91 <br />1 <br />wo mn tESTRESM <br />1124 <br />17111gIii <br />319 <br />4MW <br />410,4 <br />9X,I <br />402,A <br />W,1 <br />W <br />M, <br />F-INT-2114 <br />1 40 <br />1 1*11 <br />1 U4 <br />1 I= -1 <br />1222 <br />(#)THE NUMBERS IN PARENTHESISARE <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ADDED <br />PERCENT <br />PESAR. <br />(#)THENUMBERS <br />REDUCTIONS <br />IN <br />FOR GRADE <br />PARENTHESISARE <br />40 <br />FIELD ADDED <br />PERCENT <br />RESAR. <br />ALL VALUES TAKEN FROM WM LOAD TAB" BY CASTCRETE MAY 2015 EDITION PRECAST PRODUCTS SY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />ALL PRECAST PRODUCTS ARE TO BE tNSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM IV OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE A: 1"126.03 <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FIL 32760 <br />PH: 407-774-6078 <br />FAk 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />------- -------77-7---­­---- m-m-mmm--m --------- m- <br />nnn!!� 8 F 1 6-7/70M-M B - - - - - - m SF16 1TIOWOB <br />8F16-1T/0M11B 41 <br />51-10" <br />b <br />7 <br />L. <br />AH7 <br />------- -------77-7---­­---- m-m-mmm--m --------- m- <br />nnn!!� 8 F 1 6-7/70M-M B - - - - - - m SF16 1TIOWOB <br />8F16-1T/0M11B 41 <br />51-10" <br />b <br />7 <br />L. <br />AH7 <br />#0 4* <br />8F16-1T10M11B J# <br />10'-6" 4*- <br />4* <br />4* <br />7 <br />4`0 <br />0 <br />% <br />% <br />% <br />E <br />% <br />% 4# <br />0 <br />% <br />0 % <br />% <br />% UNO, PROVIDE BBI WHERE <br />ROOF TRUSSES BEAR, TOP <br />% OF WALL EL. 9'-4', UNO. <br />% <br />% <br />% <br />% <br />% <br />% <br />% <br />% <br />% <br />% % <br />% <br />% <br />% <br />8RF14- <br />% <br />% 1TIOWOB <br />% <br />l0KQQQ9Q9E1 <br />-v-o- <br />Ell <br />% <br />% <br />% <br />% <br />% <br />lop <br />J* <br />% <br />4# <br />BF36-IT/GWOB <br />r <br />-0 <br />SIF <br />i� <br />H <br />8F36-1T/0M/ <br />mml <br />III <br />pid <br />. <br />L- - - - - - - - - - - - - - L - - - - - - - - - - <br />- - - - - - a - - - - - - j <br />Z" <br />LIFT BEAM PIAN <br />SCALE: 1/4"= V-0" <br />+4 <br />r DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFrING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 336M <br />PH: 813486-2628 <br />FAX: 813,886-2802 <br />-1 <br />OU1111i & L07' <br />SILVERADO <br />LOT #22 <br />BLK #10 <br />MJECT# <br />1pfl, <br />03719,000-22 <br />'�W-CAMDEN <br />GAPtAGZ BVnNG.- <br />LEFT <br />PAGIII <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH AXP. B <br />