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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" 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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 VW 10d x 1 1/2" HOG 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 />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 SHOVNV 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 PBS36, .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 a-O-, FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />OREM 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 />fe (Pei) <br />�H' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />SBt <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />FT SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS 11 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />48+001/e111100 1 SAFE LOAD - POUNDS PER LINEAR FOOT I I 4&M.&M SAFEGOAD48ROW-6111141100 SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH °U0 <br />3'4• (42-) PRECAST 2231 <br />4'4• (48•) PRECAST 1985 <br />r4• (541 PRECAST 1500 <br />F-Ir (54-) PRECAST 1217 <br />5-17 (70•) PRECAST 1002 <br />S4• (M PRECAST ON <br />r4• M PRECAST 743 <br />Y4• (1127 PRECAST 564 <br />104• (12n PRECAST 473 <br />114• (13n PRECAST 382 <br />lr4r (144-) PRECAST 337 <br />IT-C (IW) PRECAST 218 <br />14'4• (18S•) PRECAST 279 <br />14'4• (178•) PRESTRESSED NR <br />16-0 (1841 PRESTRESSED NA <br />1ri• (20S•) PRESTRESSED NA <br />W-C Mr PRF811IESBED NJL <br />214• (2559 PRESTRESSED N.R <br />2r4r GWI PRESTRESSED N.R. <br />24'4• (285•) PRESTRESSED <br />Omm00�� <br />O��OmO <br />m�0000m <br />0movsov <br />mom=Q <br />ooff=v <br />lE--xmoomoo <br />N = 2Km"WM"� <br />== <br />®ommlEm <br />0 <br />m <br />w!:zf*!��Kmr� <br />Q`1 <br />0®�m00m <br />imm■�ODEil��7 <br />�m00G�G�1'"Qw <br />s7s�lm0�Q0 <br />osamoo�Q+ <br />oo�a®mo <br />ommoo�c <br />oom000v <br />oomoomo <br />oomomov <br />0 <br />iC <br />��m00 <br />©omomoo <br />©�mOm00 <br />©i0iv���0 <br />DiO <br />ivsv�iv� <br />��00®00 <br />i0©s�.7iv�i0� <br />NJi 10 1 24 1 40 1 104 1BM1 I= I 1222 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM *SAFE LOAD TABLES• BY CASTCRETE MAY 2015 EDITION <br />ALL PRECAST PRODUCT'S ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />14• (M PRECAST <br />1025 <br />1024 <br />189E <br />24• (M PRECAST <br />r4• (4") PRECAST <br />m <br />783 <br />1300 <br />4'4• (48� PRECAST <br />C0 (54-) PRECAST <br />502 <br />BS1 <br />1073 <br />4'4• (64•) PRECAST <br />S-4• 04-) PRECAST <br />411 <br />411 <br />745 <br />F4- (64-) PRECAST <br />F-10- (Po•) PRECAST <br />340 <br />330 <br />616 <br />5-17 (M PRECAST <br />S4• (M PRECAST <br />507 <br />721 <br />40 <br />S4• (M PRECAST <br />r4• Mn PRECAST <br />424 <br />ISM <br />383 <br />r-r W) PRECAST <br />94- (112-) PRECAST <br />320 <br />512 <br />230 <br />0'-4• (112-) PRECAST <br />lV4• (125•) PRECAST <br />284 <br />401 <br />180 <br />104• (12n PRECAST <br />114• (13n PRECAST <br />200 <br />462 <br />154 <br />114• (13r) PRECAST <br />120 (144-) PRECAST <br />244 <br />402 <br />137 <br />1" (1441 PRECAST <br />W-V ("0-) PRECAST <br />217 <br />324 <br />110 <br />134• (100`) PRECAST <br />14'0 (lW) PRECAST <br />205 <br />289 <br />100 <br />14'4• (10n PRECAST <br />14'4• (1M PRESTRE88ED <br />N.R. <br />284 <br />01 <br />14'4• (175•) PRE81RE8SED <br />IFjC (184') PRESTRESSED <br />N.R. <br />259 <br />83 <br />184• (184.) PRESTRESSED <br />1r4• (208•) PRESTRESSED <br />N.R. <br />194 <br />84 <br />1r4" (208•) PRESTRESSED <br />104• Mn PFIES RES8ED <br />NJL <br />148 <br />52 <br />1" (182') PRES(ES88ED <br />214• PM PRESTRESSED <br />N.R. <br />125 <br />42 <br />21'4- On PRESTRESSED <br />22'4' (014") PRESTRESSED <br />N.R. <br />118 <br />40 <br />224• 004•) PRESTRESSED <br />No mn PRESTRF88FD <br />N.R. <br />01 <br />89 <br />24'0 (-) PRESTRESSED <br />(A) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />- PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />- PROVIDE MINMIM r OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE <br />DIVISION ACCEPTANCE #: 18-0128.03 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-714 4078 <br />www.abdeWgngroup.com <br />AA #: 0003325 <br />ANNE <br />SILVERADO <br />LOT 7 <br />BLK 7 <br />PROJECT* <br />04128.002-07071 <br />MOD=- <br />4EBB <br />"1828-CALI" <br />GARAGE sWMC;: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />%JI50 MPH EXP. BJ <br />11 <br />Dw�TET 01/17/19 <br />sCAIX: 1/4"=1'-0" <br />BHMZT <br />s2 <br />