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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA16 W/ (9) 10d x 1 1/2" HOG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA WI (10) 10d x 1 ill" HDG NAILS, <br />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 MATCH CONNECTOR FINISH. <br />S. 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 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 P81336.177" ° 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 />BEAM SCHEDULE <br />INDICATES OPENING BELOW I 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, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />WxH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BIM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />881 <br />MASONRY <br />3000 <br />8x8 <br />(1)#S <br />NIA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />40MV-6Mw I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH O 0 <br />7'4' (42') PRECAST 2231 <br />4'4' (48') PRECAST 1966 <br />4'4' (54') PRECAST 1600 <br />94- (841 PRECAST 1217 <br />F-10' (M PRECAST 1082 <br />94' (M PRECAST ON <br />rd' (W) PRECAST 743 <br />04' (llr PRECAST 5" <br />10'4' (12r) PRECAST 475 <br />11'4' (13n PRECAST 382 <br />12'4' (144') PRECAST 337 <br />IlW (16n PRECAST 208 <br />lf-W (16" PRECAST 279 <br />IC4' (1T0') PRESTRESSED N.R <br />IF4' (1641 PRESTRESSED N.R. <br />1r4' On PREffrREBSED NJL <br />IY4' Mn PRESTRESSED N.R. <br />21'4' 1268'1 PRESTRESSED RR <br />224' (W41 PRESTRESSED RR <br />2V4' (466') PRESTRESSED <br />Om�0�0 <br />000voom <br />DD�Omm <br />0m��0�0 <br />mo�c�om�' <br />�mmomoo <br />"Qr- <br />WTI <br />I= <br />mm0000v <br />0m000 <br />mmovomo <br />mm00�Q1_P.Q^ <br />O�m00m0 <br />D�m�OmO <br />oomoo©o <br />oomomov <br />���0000 <br />©omomoo <br />©OmOm00 <br />��000�0 <br />N.R 10 1 Teo 1 410 1 MI U4 I 1UM I nm <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TARN FROM 'SAFE LOAD TABLES' BY CASTCRETE MAY2018 EDITION <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />SAFE LATERAL LOADS <br />8" PRECAST & PRESTRESSED U-LRINTELS SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS <br />LMA SAFE GOAD SAFE LOAD - POUNDS PER LINEAR FOOT <br />74' On PRECAST <br />100 <br />1024 <br />INS <br />S-S' (42') PRECAST <br />r-V N6') PRECAST <br />786 <br />763 <br />1808 <br />r4' (4n PRECAST <br />94' MC) PRECAST <br />W <br />691 <br />1073 <br />r4' (SC) PRECAST <br />84' (54-) PRECAST <br />411 <br />411 <br />746 <br />B4' (64-) PRECAST <br />S-10' (70') PRECAST <br />340 <br />339 <br />810 <br />a-10' (70') PRECAST <br />6'4• ne') PRECAST <br />W7 <br />721 <br />490 <br />e4' (7S') PRECAST <br />T4' On PRECAST <br />424 <br />634 <br />363 <br />T4' On PRECAST <br />9'4' (112M PRECAST <br />320 <br />812 <br />230 <br />WW (1121 PRECAST <br />104' (128) PRECAST <br />264 <br />401 <br />180 <br />10'4' (1261 PRECAST <br />11'4' (13r) PRECAST <br />200 <br />462 <br />164 <br />11'4' (138) PRECAST <br />lr-V (14') PRECAST <br />244 <br />402 <br />137 <br />12'4' (144') PRECAST <br />13'4' (18n PRECAST <br />217 <br />824 <br />110 <br />IV-C (18n PRECAST <br />IN-V (188I PRECAST <br />206 <br />203 <br />100 <br />14'-0' (IW) PRECAST <br />14'4' (IM PRE <br />N.R. <br />204 <br />91 <br />1r4' (176") PROSTRIBIBED <br />IF-C (184') PREFIRESSED <br />N.R. <br />269 <br />89 <br />16W (184') PRESTRESSED <br />lr4' Mr PRESTRESSED <br />N.R. <br />194 <br />84 <br />1r4' (2M PRESTRESSED <br />194' (792') PRESTRESSED <br />N.R. <br />148 <br />62 <br />IPW Mr PEST <br />21'4' PM PRESIRE88ED <br />NA <br />126 <br />42 <br />21'4' Wn IYIE8IRED� <br />Pl l PRE91PE88ED <br />N.R. <br />110 <br />40 <br />:241` CM-) PRESTRESSED <br />24'4M (28S') PRESTRE88ED <br />N.R. <br />91 <br />33 <br />--w 9-n PR66Tm8ED <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 MNBRIM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENNO <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE#: 1M128.03 <br />LIFT BEAM PLAN <br />SCALE: 1/4" - 1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774E078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />r <br />> UBDM A9 LOTIt <br />•. <br />SILVERADO <br />LOT 63 <br />BLK 6 <br />PROJffiCT# <br />04128.002-63061 <br />MODRIe <br />4EBB <br />"1828-CALI" <br />GARAGE DW5705: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />%150 MPH <br />DA 03/11/19 <br />BCALE: 1/4"=1'-0" <br />BFI>�87T <br />S2 <br />