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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)1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 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 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 POS36, .177" " x 2 7/8' LONG, WITH WASHER Q 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 />RUZUM 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 <br />(psi) <br />SIZE <br />W'xH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />881 <br />MASONRY <br />3000 <br />Bx8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS <br />w SAFE LOAD - POUNDS PER LINEAR FOOT �� SAFE LOAD <br />PLF <br />TYPE 6118 »4a wM46 eP1e46 e1a446 el'A14s elasm wasw TYPE dr — RDMi <br />LENGTH <br />Tor (421 PRECAST 2231 <br />4'4' (4n PRECAST 1986 <br />C-W (64') PRECAST 151110 <br />90 (641 PRECAST 1217 <br />9.19' (709 PRECAST 1002 <br />9!' (7n PRECAST 906 <br />T!' Pn PRECAST 743 <br />9W (112') PRECAST 554 <br />16'-6' (126') PRECAST 475 <br />ll'-V (13n PRECAST 352 <br />1Z-0' (144-) PRECAST 337 <br />13W (189") PRECAST 200 <br />14'4' (168) PRECAST 279 <br />14'd' (176') PRESTRESSED N.R. <br />19-0' (184') PRESTRESSED N.R. <br />I7'4' (208l PREST D N.R. <br />W-C (2821 PRESTRESSED N.R. <br />21'4' (2669 PRESTRESSED N.R. <br />2Z4' CM1 PRESTRESSED NR <br />2C.W PRE8TREBBW <br />00�000 <br />oomomom <br />000000m <br />OmmOmmm <br />0l�m0©00 <br />mOmm <br />"m=mKEN <br />0m©omo" <br />i�miTu70©DO <br />0m�m�00 <br />mm000m0 <br />mmm00m0 <br />0�00�00 <br />OD®OD©0 <br />0©mC�m00 <br />00�0�00 <br />momommv <br />®mmm" <br />Imm <br />00000®0 <br />©"m0mcm®0 <br />00�0©00 <br />®�mmoo� <br />0000000 <br />���mOOm <br />00�0�0� <br />�DD�mm� <br />mEm"I0EEM00EEM <br />©"mcm0©mcmwm <br />""mzm0©mzm© <br />N.R. In m 410 4N 4M Il4@ 1235 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAIEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />3'0 (42) PRECAST <br />'1026 <br />1 10241 <br />1606 <br />V-0' (4n PRECAST <br />765 <br />763 <br />1309 <br />4'-6" (54') PRECAST <br />SM <br />691 <br />1073 <br />V-V (641 PRECAST <br />411 <br />411 <br />746 <br />9.10' (70') PRECAST <br />340 <br />330 <br />616 <br />94p (76') PRECAST <br />SOT <br />721 <br />400 <br />re" (1109 PRECAST <br />424 <br />634 <br />363 <br />94' (112') PRECAST <br />329 <br />612 <br />230 <br />194' (126') PRECAST <br />254 <br />401 <br />180 <br />W-4- (138n PRECAST <br />290 <br />452 <br />154 <br />12-T (144') PRECAST <br />244 <br />402 <br />137 <br />1Y-M (189') PRECAST <br />217 <br />324 <br />110 <br />14'4' (16n PRECAST <br />206 <br />203 <br />100 <br />1P+' (176') PRESTRESSED <br />NA. <br />254 <br />91 <br />19-0' (184) PRESTRESSED <br />NR <br />259 <br />83 <br />it-0' Wn PRISITRESSED <br />N.R. <br />194 <br />64 <br />194' (23T) PRESTRESSED <br />N.R. <br />14S <br />62 <br />21'-0' Mn PRISM <br />NR <br />125 <br />42 <br />22-T MC) PRE <br />NR <br />116 <br />40 <br />24'4F Mn PRESTRESSED <br />NA <br />01 <br />1 33 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />��m000000 <br />moom000 <br />'- <br />00000®m <br />mo©oo®m <br />m�moomo <br />�m000mm0 <br />��Olmm®mm <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 MSNSA NA 4.OF BEARING PAST EACH SIDE OF VOWN OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-012603 <br />LIFT BEAM PLAN <br />SCALE: 1/4' = l'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-774-4078 <br />wwwmbdesigngroup.com <br />AA 1►: 0003325 <br />Ra <br />• <br />L <br />e <br />O <br />4A <br />SVRDIV. Ae L/OT <br />ABBOTT PARK <br />LOT #7 <br />BILK #8 <br />PROJECT <br />04181.00- 07081 <br />MODEL.: <br />4EBB <br />"1828—CALI" <br />GARAGE sAIAiG: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />DptuqT -1 <br />A 20 <br />BCALE: 1/4"=1'-0" <br />al�Ea' <br />S2 <br />