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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" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 WW (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x i 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 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 @ 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 />DES RI�N <br />REMARK <br />(D <br />1 (2) 2X8 <br />BEAM SCHEDULE <br />RRRZM 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 />(psi) <br />W.H' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />30M <br />Sx8 <br />(1)#5 <br />1 <br />GROUTEDSOUO <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 />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />G3«94—w <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />`1«w`9w� <br />SAFEELLFOA'D <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />SA <br />"- <br />4H3O <br />« <br />® <br />ePs« <br />"'o" <br />TYPE <br />LENGTH <br />KIS <br />Wa <br />RC6R1TYPE <br />LENGTH-----_F►ar;171. <br />Fan <br />a-utt <br />FWiT <br />6F/62r <br />SWIT <br />6F962r <br />r20n <br />1P34Rr <br />Fan <br />3F'168r <br />ran <br />11O33T <br />3'4• (42•) PRECAST <br />2231 <br />8'd (42� PREcwaT <br />1026 <br />1024 <br />,590 <br />3'4• (427 PRECAST <br />fm <br />313f <br />4304 <br />«« <br />61« <br />7001 <br />tm <br />ww <br />4384 <br />am <br />M32 <br />7«1 <br />4%W (M•) PRECAST <br />7008 <br />4'-0• (41W) PRECAST <br />786 <br />763 <br />1300 <br />4'4" (48n PRECAST <br />ma <br />30« <br />=5 <br />45M <br />63w <br />ON1 <br />13w <br />010 <br />Ws <br />4170 <br />62« <br />606 <br />4'4• (64•) PRECAST <br />1599 <br />4'4" (549 PRECAST <br />6B2 <br />501 <br />1073 <br />4'4• (64.) PRECAST <br />,2o <br />V07 <br />3276 <br />«u <br />011 <br />e3w <br />I= <br />27r <br />3V6 <br />00 <br />4RI <br />We <br />F-C M PRECAST <br />1217 <br />44- (64') PRECAST <br />411 <br />411 <br />7M <br />B4• (B4') PRECAST <br />"22n <br />2af <br />31r <br />am <br />4� <br />22M <br />2«! <br />3N0 <br />3m <br />4221 <br />8-10' (70•) PRECAST <br />1082 <br />SAV j/0") PRECAST <br />340 <br />330 <br />618 <br />B-,0• (70') PRECAST <br />0D� <br />m <br />aul <br />aW <br />Hm <br />0 <br />tW <br />2310 <br />2N$ <br />37« <br />36« <br />N« <br />(78•) PRECAST <br />900 <br />S4• M PRECAST <br />507 <br />721 <br />490 <br />V4" (78•) PRECAST <br />, <br />monj <br />Xm <br />m <br />1W <br />t613 <br />23w <br />21« <br />3«1 <br />3m <br />Td 196'1 PRECAST <br />7M <br />T4• On PRECAST <br />424 <br />534 <br />363 <br />T4• M PRECAST <br />m <br />260 <br />«« <br />= <br />m <br />ta4 <br />,«t <br />«w <br />202 <br />21v <br />S4• (11P) PRECAST <br />554 <br />VW (112') PRECAST <br />328 <br />512 <br />230 <br />V4• (112-) PRECAST <br />B°f <br />7« <br />11 <br />1474 <br />1 <br />210 <br />2«0 <br />2H <br />e« <br />few <br />,60 <br />Im <br />22w <br />«t1 <br />10d (12B•) P1rcrwBr <br />475 <br />10'4• (1269 PRECAST <br />284 <br />M1 <br />180 <br />W-S' (12n PRECAST <br />272 <br />Me <br />IN <br />iMf <br />310 <br />m <br />190 <br />1472 <br />17« <br />2812 <br />na <br />11'4• (136) PRECAST <br />302 <br />114' (,387 PRECAST <br />2W <br />462 <br />154 <br />114' (1367 PRECAST <br />a4 <br />«4 <br />m <br />,W <br />, <br />170 <br />414 <br />ea <br />1042w <br />/372 <br />1W <br />0ww <br />2M <br />17-0• (1"') PRECAST <br />337 <br />174• (1"') PRECAST <br />244 <br />402 <br />137 <br />,7-0• (I".) PRECAST <br />. <br />0 <br />7a <br />434 <br />1 <br />t <br />f016 <br />4M <br />e« <br />«0 <br />022 <br />, <br />1M <br />2m <br />134• (IWI PRECAST <br />200 <br />IS4" ("OP) PRECAST <br />217 <br />324 <br />110 <br />13'4• (16D") PgECIST <br />41e <br />3w <br />W <br />736 <br />04 <br />t, <br />I= <br />4« <br />4« <br />M <br />„« <br />141 <br />16a <br />14'-0' (188� PRECAST <br />270 <br />14'4' (16" PRECAST <br />205 <br />213 <br />1W <br />14.4• (1MI PRECAST <br />� <br />«e <br />7a1 <br />an <br />, <br />sm <br />ttzo <br />404 <br />4« <br />717 <br />0« <br />1 <br />fPd (178') PRESTRESSED <br />NR <br />14'4• (17fn PRESTRESSEDN.R. <br />284 <br />91 <br />14'4' (178) PRESIRE98® <br />2« <br />20 <br />324 <br />316 <br />M. <br />663 <br />672 <br />6« <br />6a <br />1 <br />M <br />t0 <br />ftM <br />T734 <br />164' (184-) PRE91 <br />N.R. <br />1" (164-) PRESTRESSEDN.R. <br />269 <br />83 <br />1S4' (104') PRESTRESSED <br />214 <br />2« <br />Mi <br />3« <br />40 <br />M6 <br />dV <br />a06 <br />70 <br />, <br />Mf <br />1 <br />"a <br />1T4' �7 PRE$l <br />NR <br />1T4• Mn PRESTRESSED <br />N.R. <br />,94 <br />64 <br />1T4• C106'1 PRESTRESS® <br />to <br />02 <br />>d <br />3« <br />4« <br />«6 <br />«t <br />T40 <br />W <br />7w <br />t271 <br />na <br />iQ3 <br />,9'4• (2m PRESTRESSED <br />NR <br />,V4• mn PAEB <br />N.R. <br />1M <br />52 <br />1V4' Mn PRE <br />� <br />IN <br />20 <br />an <br />30 <br />40 <br />4a <br />4« <br />w <br />wt <br />W <br />f <br />W- <br />tw <br />21'W Q58•) PRESTRESM <br />NR <br />21'4• ( P18 <br />NR <br />126 <br />42 <br />2T4• (7b87 PI✓£ST <br />m <br />t0 <br />2M <br />232 <br />3a <br />373 <br />3« <br />«/ <br />40 <br />m <br />1« <br />m <br />su <br />100 <br />7L'-0" (28P) pp <br />MR <br />274• fA4") PRESTRt� <br />N.R. <br />116 <br />M <br />274' (W4') PRFbTRt <br />f37 <br />to <br />223 <br />2w <br />30 <br />370 <br />M3 <br />40 <br />316 <br />60 <br />013 <br />m <br />316 <br />2fd � PRE81� <br />Nit <br />W-W PM PRE <br />N.R. <br />91 <br />33 <br />W4r Mn PRINT�BFD <br />� <br />124 <br />m <br />]« <br />227 <br />319 <br />30 <br />4« <br />4u <br />603 <br />4« <br />i6/ <br />W <br />676 <br />1« <br />2w <br />4« <br />614 <br />6w <br />0« <br />tm <br />(R) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(f7) THE <br />REDUCTIONS <br />NUMBERS <br />IN <br />FOR GRADE <br />PARENTHESIS <br />40 <br />FIELD ADDED <br />ARE PERCENT <br />REBAR. <br />ALL VALUES TAKEN FROM SAFE LOAD TABLES" BY CASTORETE 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 3NMIaRA C OF BEARING PAST EACH SIDE OF VV94DOWY OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATICN-CASTE-CRETE <br />DIVISION ACCEPTANCE* 180126.03 <br />m����mm <br />Om�0�0 <br />O��mmm <br />0��0000 <br />Omm0000 <br />oo�Qomm <br />��00m00 <br />000 <br />m®�0�00 <br />o©ovo <br />mmov000 <br />�m000�11"t'?9 <br />Om�0�00 <br />ommoo�-!cr+. <br />000000v <br />00000�c�! <br />oom0000 <br />0�0�000 <br />0000m00 <br />000mmoo <br />mom�mmv <br />®�m0�00 <br />0�00��0 <br /><.70000�0 <br />0000�©� <br />0000000 <br />0��0®00 <br />O��OmmO <br />0000000 <br />iT/OMlOB - n" -" ", "." - "" "- �� ,� .• <br />..SEWS-1T/OM/0B � � � � - - - - - - 8F16.1T10Mtt18 �" - - - - �+ <br />h. <br />a„ <br />m <br />a <br />m <br />LL <br />^„ <br />m <br />d <br />4 <br />8F16-1TIOMI08 8F28-1T/0M/0B <br />�,�� <br />LIFT BEAM PLAN <br />SCALE: 1/4" = 1'-0" <br />1441 N. RONALD RFAGAN BLVD, <br />LONGWNOOD, FL 32750 <br />PH: 407-774.8078 <br />FAX: 407-774.4078 <br />www.abdesigngroap.com <br />AA 3: 0003326 J <br />• <br />M <br />O <br />id <br />i� <br />aT,rsaty a TAT: <br />SILVERADO <br />LOT 8 <br />BLK 19 <br />PROJECT* <br />04128.002 08191 <br />1tODEIa <br />4EAB <br />"1672-ARIA" <br />GARAGE awirTc: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />Dw g'. 04/06/20 <br />9REET <br />s2 <br />