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FRAMING NOTES: <br />7 <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 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 />S. 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 CASTCRETE <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 P8S36, .17r ° 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 0'-0', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW/T.O.B. -TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH I 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 />(pa <br />SIZEWXH <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS <br />4Mff-61111A 7 SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH <br />74' (421 PRECAST 2231 <br />4'-W (46') PRECAST 196E <br />4'4' (547 PRECAST JIM <br />VW (04-) PRECAST 1217 <br />F-IV (70') PRECAST I= <br />94' (M PRECAST 1108 <br />T4' (On PRECAST 743 <br />PW (112') PRECAST 664 <br />194' (12n PRECAST 475 <br />114- (136') PRECAST Sm <br />174' (144') PRECAST 337 <br />IT-C (180') PRECAST 296 <br />le-W (/88). PRECAST 279 <br />IW4r (176") PRESTRESSED N.R. <br />1&4' (184') PRESTRESSED N.R. <br />lr4' Mn PRESTRESSED N.R. <br />19W M21 PFS87RESSM N.R. <br />21'W On PRE N.R. <br />274' MCI PRESTRESSED Nit. <br />24'4' PRESTRC-MED <br />D�mmmm <br />omov000 <br />0�00�00 <br />mo��+oo <br />m000moo <br />®0000m <br />m©0m000 <br />mmo00o0 <br />0m�00�0 <br />00000�Q <br />00000loo <br />D�D0DE�1_!C�! <br />00�©�00 <br />000®000 <br />000000v <br />D��0mE�0 <br />©0o01o�av <br />0�0�mm0 <br />©0000�0 <br />0m000m� <br />('iA67 N.R. 124 1 213 1 410 1 4F 1 04 1 M I I = <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VAUIESTAIEN FROM ISAFE LOAD TABLES' BY CASTCRETE MAY 201E EDRION <br />-ALL PRECAST PROWCTS ARE TO BE INSTALLED PER MANUFACRRIE88PECFICAT10N8 <br />8" PRECAST & PRESTRESSED U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />Lbw SAFE .OAD --tl 4Mw�jMl� SAFE LOAD - POUNDS PER LINEAR FOOT <br />3'4' (42") PRECAST <br />102E <br />10 4 <br />168E <br />8'4' (497) PRECAST <br />4'4' (48') PRECAST <br />766 <br />763 <br />1309 <br />4'4' M PRECAST <br />4'4' (64') PRECAST <br />692 <br />591 <br />1073 <br />4'-0' PI PREOAST <br />9-4' (64') PRECAST <br />411 <br />411 <br />745 <br />Bd' (847 PRECAST <br />9-IW (70') PRECAST <br />340 <br />339 <br />610 <br />F-10' (70') PRECAST <br />94' M PRECAST <br />807 <br />721 <br />40) <br />94' (76') PRECAST <br />r4' W PRECAST <br />424 <br />634 <br />BIG <br />T4' Mn PRECAST <br />9.4' (112.) PRECAST <br />328 <br />612 <br />MID <br />W-C (112') PRECAST <br />194' (126) PRECAST <br />284 <br />4D1 <br />iso <br />194' (an PRECAST <br />ll'-C (13n PRECAST <br />2W <br />462 <br />IN <br />IT-C (13" PRECAST <br />174' (I"') PRECAST <br />2" <br />402 <br />13-1 <br />17-0' (I"') PRECAST <br />17-C (160') PRECAST <br />217 <br />324 <br />110 <br />ITW (1601 PRECAST <br />14'4' (16n PRECAST <br />206 <br />203 <br />IW <br />14'4' (IfIn PRECAST <br />1P4' (17n PRE <br />N.R. <br />284 <br />91 <br />14'4' (17n PRESTRESSED <br />ISW (184*) PRESTRESSED <br />NA <br />269 <br />83 <br />19W (1841 PRESTRESSED <br />Ir-O On PRESTIM11SED <br />N.R. <br />194 <br />64 <br />irw pTI9') PRESITF98E0 <br />IVW (234') PRE67REBBED <br />N.R. <br />148 <br />52 <br />19j' Mn PRESTRESSED <br />21'4' OW PREfflRESSED <br />N.R. <br />126 <br />42 <br />21'W On PRESTRESSED <br />PSI`) PRESTRESSED <br />N.R. <br />116 <br />40 <br />2Z4' (7847 PRESTRESSED <br />2{'4' Mr PRESTO <br />N.R. <br />91 <br />33 <br />2Y4' Mn PRESTRESSED <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 MWIR M4. OF BEARM PAST EACH SIDE OF WPIDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE <br />DIVISION ACCEPTANCE #: 15-0126.03 <br />116---------�---------J&--------mmm_mm1.._m_m-- mmmmm-J <br />LIFT BEAM PLAN <br />SCALE: 1/4' = l'-0' <br />144i N. RONALD REAGAN BLVD. <br />L0NGW0OD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />wwwAbdosigngmup.com <br />AA 6: 000332E <br />4 <br />O <br />6 <br />6 <br />SUBDIV 89 LOT: <br />SILVERADO <br />LOT #32 <br />BILK #18 <br />PR0JECT4/ <br />04128.002-32181 <br />MODEIt <br />4EBB <br />"1828-CALI" <br />GARAGE >,WMG: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />