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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2' HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od 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 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 P8S36, .177° ° x 2 7/8' LONG, WITH WASHER 42 18" 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 / 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 />fc (Pa0 <br />SIZE' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />861 <br />MASONRY <br />3000 <br />8x8 <br />(1) #5 <br />WA <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />6M1`i/NI I I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH °YO <br />T4° (42°) PRECAST 2231 <br />4'4° (4r) PRECAST Im <br />R4° (64') PRECAST 1611 <br />5.4• (841 PRECAST 1217 <br />T-10' (70°) PRECAST 1002 <br />W-r 069 PRECAST 908 <br />r4' (10') PRECAST 743 <br />W4° (112') PRECAST 664 <br />1W4° (12n PRECAST 475 <br />11.4' (138') PRECAST 362 <br />12'4' (144') PRECAST 337 <br />1T4' (160) PRECAST 216 <br />W4' (tee') PRECAST 279 <br />14'4° (176D PRESTRESSED N.R. <br />194' (1641 PRESTRESSED NA. <br />1r4° (20BD PRESTRESSED N.R. <br />IW4' (232") PRESTRESSED NA <br />21'4' (266') PRESTRESSED N.R. <br />72-V (2641 PRESTRESSED N.R. <br />24'4" (286') PRESTRESSED <br />K:AKMNm10K0 <br />D��Omm <br />000000� <br />mmm000v <br />mo��r.!oo <br />0mmomov <br />I�®�(0000 <br />imooQi��,.!Q�Q� <br />0®0=MmKMRE=A(0 <br />0®01=E0= <br />m0(011l�l0�0 <br />mmoomcsi'"Q� <br />lD�mt0�m0 <br />ommom�-rr�1 <br />oommomo'. <br />©ommmov <br />oo�t�t�®0 <br />ID00:2m10mim�0 <br />O(0��0�101 <br />���000m <br />NZOMM10""K30". <br />O��OmO <br />(OlO�1010101O <br />MR --126 1 2W 1 4p aaa ad I on I 1m <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAIQ:N FROM °SAFE LOAD TABLES' BY CASTCRETE MAY 201E EDRION <br />ALL PRECAST TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />B" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />/Nw SAFE GOAD/M6MI SAFE LOAD - POUNDS PER LINEAR FOOT <br />T4' (42') PRECAST <br />100 <br />1024 <br />INS <br />T4' (4n PRECAST <br />4'-0' M PRECAST <br />70 <br />783 <br />IWO <br />4'-W (4B") PRECAST <br />4'-M (54D PRECAST <br />M <br />591 <br />1073 <br />*r (54') PRECAST <br />94° (64') PRECAST <br />411 <br />411 <br />745 <br />94- (847 PRECAST <br />F-ID` (Po') PRECAST <br />340 <br />339 <br />616 <br />F-IV (M PRECAST <br />F4° (78°) PRECAST <br />607 <br />721 <br />490 <br />94° (18°) PRECAST <br />r4° 01 PRECAST <br />424 <br />Ism <br />SB9 <br />T4' (am PRECAST <br />W4' (112') PRECAST <br />328 <br />512 <br />290 <br />VW (112') PRECAST <br />1W4' (12r) PRECAST <br />254 <br />401 <br />180 <br />1W4' (12r) PRECAST <br />11'4° (13V) PRECAST <br />20D <br />462 <br />164 <br />W-4" (13r) PRECAST <br />12"4' (144') PRECAST <br />244 <br />402 <br />137 <br />12'4' (144') PRECAST <br />13-W (166) PRECAST <br />217 <br />324 <br />110 <br />W4' (166D PRECAST <br />W-C (1W) PRECAST <br />205 <br />203 <br />100 <br />14'4' (IM PRECAST <br />W-r (176) PREIITRESSED <br />N.R. <br />254 <br />11 <br />W-r (176D PRESTRESSED <br />1" (164') PRESTO <br />N.R. <br />260 <br />83 <br />1" (184') PRESTO <br />1r4° mn PROD <br />N.R. <br />194 <br />64 <br />ir4' (pen PRESTRESS® <br />1W4" (232') PRESTRESSED <br />N.R. <br />146 <br />62 <br />184' (!T2°) PRESTRESSED <br />21'4' (266°) PRE <br />NR <br />125 <br />42 <br />214' (268') PRESTRESSED <br />22'4' P541 PRESTRESSED <br />N.R. <br />116 <br />40 <br />2r-6° W) PRESTRESSED <br />2P4' (IBBD PRESTRESSED <br />N.R. <br />1/ <br />33 <br />2v.(r 0'48') PRESTRESSED, <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-PRECAST PRODUCTS SY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />• PROVIDE MINIMUM r OF BEARING PAST EACH BIDE OF WINDOW OPEMNO <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: IM126.03 <br />LIFT BEAM PLAN <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abd"gngroup.com <br />AA M: 0003325 <br />r <br />BI <br />GT <br />A <br />kbk <br />6 <br />b <br />all <br />40) <br />lu <br />0 <br />L <br />BUDDM ao LOT <br />ABBOTT PARK <br />LOT #11 <br />BLK #15 <br />PROJECT# <br />04181.000-11151. <br />MODELa <br />4EBB <br />"1828-CALI" <br />GARAGE 8WD90- <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />DP=A09/01/20 <br />DHEET <br />s2 <br />