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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)10d 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 20 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'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />CRIsizA <br />DE8CRIF?ION <br />REMARK <br />Q <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 I 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 <br />(P-1) <br />SIZE <br />W'xH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />Sal <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS <br />18 SAFE LOAD - POUNDS PER LINEAR FOOT 41af•4MN SAFE LOAD <br />PLF <br />TYPE 8U8 raas 4fl2,as �� t1�a1 ePuae eFa6as fltaae TYPE — --- Rtl# <br />LENGTH <br />74" (42") PRECAST 2231 <br />4'0 (48') PRECAST 1988 <br />C-r (04') PRECAST 089 <br />S4" (94-) PRECAST 1217 <br />5.19" (TD9 PRECAST 1082 <br />C4" (M-) PRECAST SOS <br />T4" (W") PRECAST 743 <br />94- (112') PRECAST 554 <br />104' (12" PRECAST 475 <br />1114" (131M PRECAST 362 <br />1747 (144') PRECAST 337 <br />13W (180") PRECAST 208 <br />IN-V (1$n PRECAST 279 <br />IN-r (1M PRESTRESSED N.R. <br />IVW (164-) PRESTRESSED N.R. <br />74" W) PRESTRESSED N.R. <br />19'4' (2321 PRESTRESSED N.R. <br />214" PM PRESTRESSED N.R <br />274P (Ml PRESTRESSED N.R <br />W-W PRESTRE88ED <br />���ODOm <br />mm0000m <br />ODmOmmm <br />��m0�00 <br />mom�r.!©o <br />ImO�OmOm <br />mOw::AFir <br />- <br />WZ=l <br />: <br />E= <br />mmoo©ov <br />�m�0©00 <br />mm00®Q�Q' <br />0�m0��0 <br />OD®0©m0 <br />oommo�o <br />oommmov <br />oommmov <br />®om0m�v <br />®ommmmo <br />©mmmmm0 <br />mmmOmm® <br />®mmmOmm <br />m0000m� <br />mmmmmmm <br />0000moo <br />mmmmmmm <br />�m00m0m <br />�0�0000 <br />N.R. 170 1 212 1 412 1 414 n4 1 1092 1 t222 <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 PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />74" (47) PRECAST <br />1025 <br />1024 <br />1590 <br />4'4' (41r) PRECAST <br />7B6 <br />783 <br />1309 <br />4.4' (54') PRECAST <br />02 <br />591 <br />1073 <br />64" (64-) PRECAST <br />411 <br />411 <br />746 <br />5-10' (70') PRECAST <br />340 <br />330 <br />016 <br />9'4' (7S") PRECAST <br />W7 <br />721 <br />490 <br />T4' (SD") PRECAST <br />424 <br />534 <br />363 <br />84- (112-) PRECAST <br />320 <br />512 <br />230 <br />W-W (12r) PRECAST <br />254 <br />401 <br />100 <br />11'-4 (13r) PRECAST <br />200 <br />452 <br />154 <br />12'-0' (144') PRECAST <br />244 <br />402 <br />137 <br />134" (180") PRECAST <br />217 <br />324 <br />110 <br />144Y (16n PRECAST <br />205 <br />203 <br />100 <br />14.4" (1M PRESTRESSED <br />N.R. <br />254 <br />91 <br />18'4' (184) PRESTRESSED <br />N.R <br />269 <br />83 <br />1T-4" (20Y) PIB:STRISM <br />N.R. <br />194 <br />54 <br />19'4" (232") PRESTRESSED <br />N.R. <br />140 <br />52 <br />21'4' MCI PRESTRESSED <br />N.R. <br />125 <br />42 <br />274" (2641 PRESTRESSED <br />N.R. <br />116 <br />40 <br />24'4' Mn PRESTRESSED <br />N.R. <br />91 <br />33 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />t0diffil-6111018 I SAFE LOAD - POUNDS PER LINEAR FOOT <br />m�00�m0 <br />m�000001 <br />" <br />D�mO�mm <br />F7 <br />m <br />111=10 <br />0=11= <br />©mmOmmO <br />o©ter. <br />ter. <br />moo <br />EMraaalM= <br />�t� <br />DE:�91Q1�1C!'IE7"1�i!'1�'1 <br />DEZF>'�Q1l�1Q'I�'fi^" <br />1 <br />0 <br />1107" <br />QfIII= <br />OMEN= <br />mzr, <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />-PROVIDE MIIMUM 4.OF BEARING PAST EACH SIDE OF WIDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />I <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 />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />I <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 />t <br />1 <br />1 <br />4 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />----- m------------- —pFt R-17/D --------- ------ m <br />8F78.1 T/OBF16.1T/O4 1 <br />1 <br />1 <br />all <br />—01 <br />�1 <br />rl <br />�1 <br />wl <br />GT <br />8F28.1T/0M/1B <br />Y <br />i <br />1 <br />1 <br />r <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <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 />LINO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-8", UNO. <br />8RF6- j 1 <br />T/OM10B I 1 <br />� 1 1 <br />1 1 <br />I , 1 1 <br />1 ; <br />1 <br />op <br />1 1 <br />' O 1 8F16-1T/OM/OB ; <br />C:::::3ffi-------------J <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407.7744078 <br />www.abdeslgngroup.com <br />AA IS: 0003325 J <br />P <br />i <br />a <br />0 <br />8UBDIV. Ae LOT <br />SILVERADO <br />LOT #40 <br />BLK #18 <br />PROJmcT# <br />04128.002-40181 <br />MODEIa <br />4EAB <br />"1672-ARIA" <br />GARAGE 81III►ING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />3 <br />RINT D 07/30/20 <br />BcALE: 1/4"=1'-0" <br />8*KEET <br />s2 <br />