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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 12" HDG NAILS. <br />SMALL JACKS < W MAY BE NAILED W (10)d x 1 12" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 1 Od x 1 12" HOG NAILS, MOOD TO WOOD: <br />USP RT16A OR LUGT2 W 10d x 1 12" HOG NAILS, F01 ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING E 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 (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 REVIEWAND <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 O'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF UNTEL IT.O.A =TOP OF ARCH I T.O.S= TOP OF SLAB <br />-IRREIRiSLINDICATES <br />ABBREVIATIONS <br />E.E. = EACH END, O/C = ON <br />CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT <br />MARK <br />DESCRIPTION <br />(fI) <br />IZEf <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />STM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />Sx8 <br />(1)4'5 <br />N/A <br />GROUTED SOLID <br />'CAST-CRETE' SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U4-PTTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH aO <br />241' M PRECAST 2231 <br />W4' 0 ") PRECAST 1988 <br />4W (54') PRECAST I= <br />ff-C On PRECAST 1217 <br />8--1P M PRECAST 1082 <br />81' (M PRECAST 008 <br />rd' on PFAWW 743 <br />V-C (1121 PRECAST 884 <br />1Q+ rST9 PNIOW 475 <br />11j' (13) PRECAST 382 <br />174r (IM-) PRECAST 337 <br />I" (IM PRECAST 296 <br />ua (Ion PRECAST 279 <br />14'r (178') PRE1A68M NA <br />I" (Im P NA <br />Irs' PM PRESTRESSED MR <br />I" Ras) N.R. <br />211C OM PRIESIRMW MR. <br />22W PN7 PRRS7 NA <br />2f4r PR�IRF?88® <br />wmr—=.® <br />C=mr=—=l <br />i00�0000 <br />ODmOm�ml <br />00�0000', <br />i�m00000'. <br />mo®room <br />o©000©v <br />mooQ���r�i <br />�®00000 <br />©M=NEMWA"— <br />W- <br />W.-W <br />0oovoov <br />©�00©DO <br />0��0�00 <br />o©©©oov <br />ODD©E�00 <br />OD©©�00 <br />O��m000 <br />v00000v <br />0�00�00 <br />■:.l�00�00 <br />000000v <br />0000000 <br />0000000 <br />0000000 <br />0��0�DO <br />��0000© <br />0000000 <br />©0�©�0© <br />©0000m—m0 <br />Pm'1 NA ti. >m I se I 4e1 m I ten as <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VAWESTANEN FROM 'BAFE LGAD TABLES SYCASTCREIE MAY2018 ®R10N <br />-ALLFRECISTFROOUCTSARE TOWNWALLED PERMM MAC tNM SPECIFICATIONS <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-UNTEL.S <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />— <br />ere <br />-I <br />LENGTH <br />24r (4n PRECAST <br />1023 <br />1024 <br />I= <br />28 (m PRECAST <br />4'-0' (4C) PRECAST <br />705 <br />783 <br />1309 <br />4-0' On PRECAST <br />r4r On PRECAST <br />02 <br />ti91 <br />ion <br />bd' Wj PRECAST <br />8-P on PRECAST <br />411 <br />411 <br />745 <br />" Pn PRECAST <br />8-10' (70') PRECAST <br />340 <br />330 <br />0111111 <br />BAP (TO") PRECAST <br />8d CM PRECAST <br />807 <br />721 <br />40 <br />fa' m PRECAST <br />Td 01 PRECAST <br />424 <br />u4 <br />an <br />T4C on PRECAST <br />Qs' (Im PRECAST <br />32S <br />812 <br />=0 <br />er (113) PRECAST <br />184C (12n PRECAST <br />2H <br />401 <br />180 <br />184r (12111 PRECAST <br />11�4- (138n PRECAST <br />250 <br />462 <br />184 <br />11W (13r) PRECAST <br />11" (144') PRECAST <br />244 <br />402 <br />IN <br />12-0' (144') PRECAST <br />1364' (ion PRECAST <br />217 <br />04 <br />110 <br />IT-C tion PRECAST <br />1,11041' (188') PRECAST <br />208 <br />293 <br />100 <br />14'-0' (Ion PRECAST <br />14'd pm PIBII®mm <br />NA <br />284 <br />M <br />ic4r (178') mamiss <br />I" (184') PmEr <br />NN <br />2RB <br />SS <br />18-r P9r1 PRTSTRE9 <br />17%4' On PIEBITISS= <br />NA <br />124 <br />64 <br />me wn PREffm <br />18-4' Par) PMWMMW <br />NA <br />140 <br />92 <br />W-C mn PRFd11E9 <br />21 i' On PEPIMM <br />NA <br />12S <br />42 <br />2C4' On PREfli® <br />22.0' owl PIE"Fam <br />NA <br />118 <br />40 <br />22-V Pan PMNFMS <br />24W Pool MMTMM <br />N.R. <br />I 91 <br />33 <br />W-W on PgE871rEt <br />(D) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />- PRECAST PRODUCTS BYOTIEFRS TO SEETOREXOM VALUER STAT® ABOVE <br />-PWYMWSAN 'CF BFAiR1OPAST EACH SDEOFMOMOPENNB <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE <br />DIWSION ACCEPTANCE #: 1"126.03 <br />LIFT BEAM PLAN <br />SCALE: 11C = 1%0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesIgngroup.c0m <br />AA #: 0003325 <br />Z <br />to <br />LQ <br />d <br />O <br />O <br />1 <br />acrsniv ae rJoT: <br />SILVERADO <br />LOT #12 <br />BLK. #11 <br />PROJECTil1 <br />04128.00 -12111 <br />1EODELI <br />4EBB <br />"1828-CALI" <br />GARA039 8111FIN01 <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />