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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 117 HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 1od x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 1Od 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 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 (,V). <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 @ 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'-V, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE & <br />REMARK <br />DESCRIPTION <br />1D <br />(2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW I T.O.B.=TOP OF BEAM I B.O.L. BOTTOM OF LINTEL/ T.O.A.=TOP OF ARCH/T.O.S =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 />(p61) <br />WH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />BB7 <br />MASONRY <br />3000 <br />8x18 <br />0 #5 <br />(i) #5 <br />�NA <br />GROUTED SOLID <br />682 <br />MASONRY <br />3000 <br />8x8 <br />(1) 45GROUTED <br />SOLID <br />SAFE GRAVITY <br />LENGTH <br />SUS <br />74' (42-) PRECAST <br />2231 <br />Nor (48') PRECAST <br />1956 <br />V4' (54-) PRECAST <br />1599 <br />$4- (647 PRECAST <br />1217 <br />F-19' (79') PRECAST <br />1062 <br />V-8' (78') PRECAST <br />we <br />T4' (9(r) PRECAST <br />743 <br />9.4- (112) PRECAST <br />554 <br />10'4' (12(') PRECAST 475 <br />11.4- (136) PRECAST 302 <br />174" (144') PRECAST 337 <br />134' (1600 PRECAST 295 <br />IR-G' (166' PRECAST 279 <br />14'4' (176) PRESTRESSED N.R. <br />1$4' (184-) PRESTRESSED NR <br />1T4' OW) PRESTRESSED N.R. <br />19.4' l2327 PRESTRESSED NA <br />21'W RW) PRESTRESSED N.R. <br />274' CM-) PRESTRESSED N.R. <br />2C-W (288') PRESTRESSED N.R. <br />"CAST—CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS B" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />�ev��vov <br />lioo�®mm <br />mm10101mlOt� <br />!O<�!Ol00l00 <br />10t�amot�to0 <br />imoo�am� <br />0®D��Om <br />0momo <br />��000�0 <br />�mmOm <br />Ol�00101m0 <br />o�moo <br />�oommm�o <br />�oomm�oo <br />®mm�m�v <br />®ommm�o <br />00�l00�0 <br />®mmmmOm <br />!Ol0�010100 <br />�m(O(00�(00 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />TYPE <br />7417 (42') PRECAST <br />1025 <br />1 1024 <br />1 1696 <br />4'4' (48') PRECAST <br />765 <br />763 <br />1309 <br />4.4' (SC) PRECAST <br />592 <br />591 <br />1073 <br />$4' (647 PRECAST <br />411 <br />411 <br />745 <br />$-1tT (70-) PRECAST <br />340 <br />M9 <br />616 <br />$4' (78') PRECAST <br />507 <br />721 <br />490 <br />T4' (90') PRECAST <br />424 <br />534 <br />363 <br />94- (112-) PRECAST <br />326 <br />512 <br />230 <br />1014" (12n PRECAST <br />284 <br />401 <br />180 <br />11'4- (13n PRECAST <br />200 <br />452 <br />154 <br />lr-W (144') PRECAST <br />244 <br />402 <br />137 <br />174- (18(r) PRECAST <br />217 <br />1 324 <br />1 110 <br />14'4' (lW) PRECAST <br />205 <br />203 <br />100 <br />14'4' (176") PRESTRESSED <br />N.R. <br />254 <br />91 <br />194" (164-) PRESTRESSED <br />N.R. <br />259 <br />83 <br />1T4- (2081 PRESTRESSED <br />N.R. <br />194 <br />64 <br />19'4' (2321 PRESTRESSED <br />N.R. <br />148 <br />52 <br />21'4" (256) PRESTRESSED <br />N.R. <br />125 <br />42 <br />27-W 12641 PRESTRESSED <br />N.R. <br />116 <br />40 <br />24'0 (tee-) PREBIWSSW <br />N.R. <br />91 <br />33 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />3-4' (42-) PRECAST <br />ilea <br />2ea6 <br />ssa; <br />439, <br />v63 <br />8;92 <br />]oDl <br />4'-0' (48-) PRECAST <br />I= <br />2305 <br />3060 <br />3875 <br />4570 <br />53M <br />8079 <br />?sea <br />3060 <br />W5 <br />46M <br />605 <br />am <br />4'4' (54-) PRECAST <br />2040 <br />2707 <br />3V5 <br />4049 <br />4711 <br />S79 <br />2110 <br />2707 <br />3375 <br />4013 <br />4711 <br />5370 <br />SV' (64' PRECAST <br />m22M <br />ease <br />saw <br />seat <br />45n <br />1715 <br />n70 <br />sm <br />3X9 <br />3001 <br />4522 <br />$•10' (70� PRECAST1 <br />Im <br />29ea <br />3107 <br />3e20 <br />41331167 <br />20ea <br />2503 <br />3107 <br />3020 <br />41M <br />9-W (787 PREGAS, T <br />1 <br />2323 <br />— <br />3261 <br />NlF- <br />.0 <br />leas <br />2329 <br />n90 <br />2251 <br />W12 <br />T4' (W) PRECAST <br />1 <br />lazy <br />2025 <br />u2... <br />zs9 <br />3aea <br />m <br />Im <br />I lam <br />2025 <br />W6 <br />207 <br />3220 <br />94- (112-) PRECAST <br />5" <br />lea <br />/1 <br />1— <br />lei <br />2157 <br />2500 <br />591 <br />an <br />131s <br />1w <br />im <br />nw <br />nl9 <br />10.4' (12(r) PRECAST <br />530 <br />575 <br />916 <br />Iles <br />1401yw <br />1 <br />2011 <br />w <br />eea <br />1180w <br />1472 <br />1793 <br />2055 <br />2R8 <br />114' (136-) PRECAST <br />474 <br />504 <br />= <br />1037 <br />1Il <br />161 <br />'m <br />Sea <br />w <br />104Tw <br />1372" <br />1643w <br />1915m <br />2107 <br />170 (144') PRECAST <br />470 <br />466 <br />m . <br />m <br />11 <br />1 <br />Im <br />470 <br />550 <br />940 <br />I= <br />l6w_ <br />islenl <br />ws <br />13'4' (160') PRECAST <br />418 <br />Sea <br />ml <br />7e5 <br />994 <br />it <br />1323MI <br />I26 <br />Sea <br />780 w <br />1169 <br />141 <br />1s63,n <br />ten <br />lN4r (16n PRECAST <br />364 M <br />359m <br />68Dm <br />724 = <br />6e9 <br />t <br />1220 <br />410 <br />425 <br />717 w <br />10e1 <br />1359M <br />i5322wi <br />1w <br />uW (176') PRESTRESSED <br />m <br />246 <br />m <br />305 <br />Sal <br />eW <br />m <br />090m <br />m <br />1 <br />976 <br />151 <br />1131 <br />V34 <br />1$4' (184") PRESTRESSED <br />m <br />230 <br />313 <br />sea <br />486 <br />ale <br />w <br />gas <br />lea <br />1240, <br />911 <br />1 <br />im <br />"a <br />1T4' (2W) PRESTRESSED <br />107 <br />192 <br />m <br />305 <br />406 <br />Sea <br />Im <br />74o m <br />634 <br />t <br />75s <br />im <br />s73 <br />W3 <br />194' (237) PRESTRESSED <br />to <br />ME, <br />wm <br />W <br />w <br />7a <br />180 <br />w <br />4n <br />1143 <br />641 <br />1059ml <br />1227 <br />21'4- (255') PRESTRESSED <br />142 <br />ttl <br />204 <br />2>2 <br />sea <br />373 <br />sea <br />697 <br />Sea <br />rn 9q <br />Sea <br />Sea <br />e66 <br />10Y <br />21-V (264') PRESTRESSED <br />137 <br />137 <br />lW"q <br />2n <br />tea <br />966 <br />ale <br />513 n <br />4e2 <br />Sea <br />646 <br />en <br />es9 <br />ea9 <br />24'-0' (288-) PRESTRESSED <br />4y <br />t rv1 <br />-W <br />32 <br />446 <br />4n <br />M <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />-ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CA.4TCRETE 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-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 1&0126.03 <br />ti.tea,-- ..------------------., ---- ----------- -.------- <br />a ® 8F16-1T/GWOB BF16-1T/OWOB 8F16-lT/OM/OB ! <br />2 ✓ I <br />o � ♦cy .1 y' 4 <br />® ! a <br />1 ♦% <br />i ♦ ! a <br />GT ♦ ! <br />♦ ! <br />e ! <br />4 ! <br />♦♦ !! U.N.O. PROVIDE BB2 WHERE <br />♦ ! ROOF TRUSSES BEAR, <br />TOP OF WALL EL 18'-8" <br />♦ ! <br />"a ! <br />♦♦ !! <br />! <br />�6 ! <br />! Q♦ <br />I! W <br />o+ <br />!! ♦♦ <br />! <br />! ♦ <br />d® !!1 <br />!! ,® a <br />a <br />t ! ! ! b ( c <br />a ! ! ! b e <br />a <br />'i 8! GT ♦♦ 1 <br />— <br />a ® 6 d ! <br />! ♦ a <br />°® 8F16-1T/OM/OB T °" ! ♦ a c <br />® ♦ a <br />a ! SF16-1T/0M/0B BF16-1T/OM/OBmomm <br />♦ 8 <br />im <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" - V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />F <br />b <br />y <br />2 <br />0 <br />y <br />O <br />F <br />Bunwv. at LoT <br />SILVERADO <br />LOT #4 <br />BLK #12 <br />PROJECT# <br />04128.001-04121 <br />MODEL' <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SIRING: <br />RIGHT <br />PAGE: <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />50 MPH EXP. <br />18 <br />Dq08/i6/18 <br />SCAM: 1/4"=1'-0" <br />SHEET <br />s5 <br />