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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)10d x 1 112" HOG 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 />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 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 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 <br />E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />fc (psi) <br />SIZE ZE' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBI <br />MASONRY <br />3000 <br />Sx8 <br />(i) #5 <br />N/A <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT 4-0—SAFE LOAD <br />PLF <br />TYPE 9U9 4�4e -2. 4 4�4'M- 4 TYPE --T — I nnu <br />LENGTH <br />3'd' (42') PRECAST 2231 <br />4'4' (48y PRECAST 1900 <br />4'4' (64') PRECAST 1699 <br />V-0 (61') PRECAST 1217 <br />9-10' (70') PRECAST 1Da2 <br />94' (78') PRECAST 900 <br />T-C (On PRECAST 743 <br />941' (112') PRECAST 564 <br />tad' (126) PRECAST 475 <br />11'4' (13n PRECAST 382 <br />1741' (144') PRECAST 337 <br />134' (160-) PRECAST 296 <br />14'4' (188') PRECAST 279 <br />14'4' (1761 PRE87RBISC-0 N.R. <br />194- (194') PRESTRESSED N.R. <br />1T4' On PRESTRES D N.R. <br />W-C (23n PRE87RESSED N.R. <br />21'4' On PRESTRESSED NA <br />22'd' (0147 PRESTRESSED N.R. <br />24'4' PRESTRESSED <br />��mO�Om <br />v00000m <br />O�O��DO <br />mm��©mil <br />mm�omoo'. <br />i0®Om0�0 <br />�0movo�r. <br />��000mo <br />�m�OmQ'"[.tc3S1 <br />0�000�0 <br />oo�o©mv <br />�OmmOmO <br />ODmm�mO <br />��m�m00 <br />®o�0m�v <br />DOOmm®0 <br />(26a') N.R. 129 1 MO 1 4M 1 !M 4114 1 1082 1 1M <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />9d' (427 PRECAST <br />1026 <br />1024 <br />1688 <br />4'4' (46') PRECAST <br />765 <br />7B3 <br />1300 <br />4'4' (54') PRECAST <br />592 <br />591 <br />1073 <br />94- (64-) PRECAST <br />411 <br />411 <br />746 <br />6'-10• (70') PRECAST <br />340 <br />339 <br />616 <br />94' CM PRECAST <br />WT <br />721 <br />490 <br />T4' ISM PRECAST <br />424 <br />534 <br />383 <br />C4- (112') PRECAST <br />32B <br />512 <br />230 <br />194' (12B') PRECAST <br />284 <br />401 <br />180 <br />11'4' (138') PRECAST <br />280 <br />452 <br />154 <br />17d' (144') PRECAST <br />244 <br />402 <br />137 <br />13'4' (1190') PRECAST <br />217 <br />324 <br />110 <br />14'4' (1W) PRECAST <br />206 <br />293 <br />100 <br />14'4' (176) PRESTRESSED <br />N.R. <br />204 <br />91 <br />194' par) PRESTO <br />N.R. <br />259 <br />83 <br />74- Min PRESTRESSED <br />N.R. <br />194 <br />64 <br />19'4' M2") PRESTRESSED <br />N.R. <br />146 <br />62 <br />21'4' Win PRESTRBISED <br />N.R. <br />125 <br />42 <br />274' OW PRESIRE88FD <br />N.R. <br />116 <br />40 <br />24'-W Min PRE8TREBBED <br />N.R. <br />91 <br />33 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />_ <br />moom000 <br />�700EJ7�®0 <br />����iCS1Q10Am0 <br />��000mo <br />�oimm000io'. <br />�o®mmo <br />�'1�7'1 <br />GT1�l�Cl1iC'1 <br />�1'', <br />_ <br />DE�"IC7'1Q'1C!'1�.T7�4'f <br />®morsQ�ca�'1�:�Im!1 <br />4�1'1� <br />r� <br />rtn� <br />�e!>• <br />rt� <br />4rt• <br />rr� <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-PRECAST PRODUCTS BY OTHERS TO MEET OR EJ(CEED VALUES STATED ABOVE <br />- PROVIDE AMMUM C OF BEARING PAST EACH SCE OF WHOM OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />LIFT BEAM PLAN <br />SCALE: 114" = V-0" <br />1� <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FA)C407-7744078 <br />www.abdosigngroup.com <br />AA N: 0003325 <br />0. <br />dd <br />4 <br />It <br />7 <br />r <br />4A <br />ju <br />_. <br />SUDDIV. ae LOT: <br />ABBOTT PARK <br />LOT #20 <br />BLK 15 <br />PROJECT# <br />04181.000- 20151 <br />MODEL" <br />4EBB <br />"1828-CALI" <br />GARAGE BVrMG: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />%160 MPH EXP. C <br />