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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG 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" 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 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 />HEADER SCHEDULE <br />MARK <br />SIZE 6 <br />DESCRIPTION <br />REMARK <br />1� <br />(2) 2X12 <br />© <br />(2) 2X8 <br />BEAM SCHEDULE <br />RERM INDICATES OPENING BELOW 1 T.O.S. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = 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 />(�I) <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBt <br />MASONRY <br />3000 <br />8x8 <br />(1) #5 <br />WA <br />GROUTED SOLID <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />�^ SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH � <br />BUB <br />T4• (42') PRECAST <br />2231 <br />4'4• (45) PRECAST <br />10W <br />4'4r (54) PRECAST <br />166 <br />94• (641 PRECAST <br />1217 <br />9.10' M PRECAST <br />1002 <br />94• (7n PRECAST <br />0W <br />T4' W) PRECAST <br />743 <br />94' (112') PRECAST <br />564 <br />194' (126aPERECEW475, <br />1747 (1441S4• (IW14'-V (16n <br />14'4• (17n PRESTRESSED N.R. <br />194• (184D PRESTRESSED N.R. <br />17W R0r) PREstRESSED N.R. <br />194" (23Y) PRESTRESSED N.R. <br />21'4' (M PRESTR6WED N.R. <br />274' W49 PRESTRESSED N.R. <br />m=rrm1ZMm=mil <br />N©NmaNONONON00 <br />om0000© <br />mm0000N <br />O��QE!Omm <br />N�N�NONONE.'�J©Nf <br />Ow!m"E'7i'c: <br />ff <br />"gI= <br />mNia�N00©NFL <br />®N= <br />mz: <br />_!C'!ffm?9Q1 <br />mmovoo© <br />0movo�� <br />Nmm�00©© <br />mm�000r�r! <br />NO�NONONOONO <br />�m000�CT'! <br />ND�N�N0000 <br />Oml=m""=_ <br />NODN�ONO®0 <br />000momo <br />�00000©o <br />®�N�N�Nii�N00 <br />0�m1Q7mN®0 <br />NOD�N�NONEaa7 <br />©�NOmONE,'E70 <br />NN7NONN7N©�N00 <br />�NONN�©NONONO <br />NONO�N©N<�NONO <br />IONONONN�NONONO <br />OWMEMmO"Nall <br />NO�NN��NOONO <br />NONO�NONON©0 <br />NONODNN�NON®N[�7 <br />SAFE LATERAL LOADS FOR <br />8" PRECAST & PRESTRESSED U-LINTELS <br />S4' (4:n PRECAST <br />1025 <br />1024 <br />1W6 <br />4'4' M PRECAST <br />7W <br />7W <br />130E <br />Ib' (54-) PRECAST <br />502 <br />Wt <br />1073 <br />94' (64F) PRECAST <br />411 <br />411 <br />745 <br />8-10- (70') PRECAST <br />340 <br />330 <br />016 <br />94' (7B') PRECAST <br />W7 <br />721 <br />400 <br />T4' (W7 PRECAST <br />424 <br />S34 <br />383 <br />94' (11Y) PRECAST <br />WS <br />512 <br />230 <br />194• (126) PRECAST <br />254 <br />401 <br />161) <br />ll'4• (136n PRECAST <br />291) <br />452 <br />154 <br />12'4' (14') PRECAST <br />244 <br />402 <br />IV <br />13W (iW') PRECAST <br />217 <br />324 <br />110 <br />W0 (1W) PRECAST <br />2D5 <br />203 <br />100 <br />14W (17C) PRE87RIMED <br />N.R. <br />254 <br />91 <br />19-C (1"I PRESTRESSED <br />N.R. <br />259 <br />W <br />"I (20n PREVRE8IED <br />N.R. <br />114 <br />64 <br />1VW Mn PRESTRESSED <br />N.R. <br />148 <br />62 <br />21'4' (2W) PRESTRESSED <br />N.R. <br />125 <br />42 <br />V-V C'S4') PRWTTM <br />NA <br />116 <br />b <br />24'4" (266") PRESTRESSED I NA I tm . 414 441 IM 11u1¢ I= I 124'-V (TEES PRESTRESSED <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />�m000000 <br />�m000000 <br />mooNmNvoo <br />NC�NE�ONf�NO®NO <br />®N�iaTS1 <br />NEa2:! <br />NO <br />ND <br />O <br />NO <br />®mDOD©O <br />I�©0000©o <br />NC3'Ni' <br />L'1N{`IfNTE" <br />!'C�"NFr"�'1 <br />oomoom© <br />oo�mm�m <br />��0@Q@100 <br />' <br />0�!•NCTN�TIN�Z^_1NQ3t•1�} <br />1 <br />©o�ms�r®m■ <br />Nam"'! <br />NE:TI <br />NGT <br />NFiSI <br />NCr_1 <br />N� <br />NR�!! <br />. <br />r„c11©' <br />1©' <br />Q@�'1@9�c <br />CN� <br />N�Ol�NCTC�1iC�1@1 <br />F7^ <br />NET! <br />Q� <br />NQ'1 <br />NQ'1 <br />N@1 <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 - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />"ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM 4' OF BEARING PART EACH 810E OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE M 16-0126.03 <br />---------- ---------------SF76-1T/OM/OB------------- 8F16.1T/--- <br />8F18-iT/0MI1B---- ---�- <br />3 <br />0 <br />�4 <br />v <br />�4 <br />v <br />♦�_ <br />, <br />1 <br />_ 8F16.1T/OM/lB <br />0 <br />1 <br />♦ t 0'-6" <br />I <br />1 <br />♦♦♦ <br />i <br />I <br />1 <br />1 <br />1 <br />♦ <br />� <br />c <br />1 <br />♦♦ <br />� <br />� <br />of <br />♦ I <br />1 <br />♦ ♦ <br />1 <br />♦♦ <br />1 <br />♦ ♦ <br />1 <br />♦♦ <br />i <br />♦ I <br />1 <br />♦ ♦ <br />1 <br />♦ I <br />Y <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />6 <br />1 <br />1 <br />� <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />j <br />1 <br />ol. <br />19 <br />♦♦ <br />Im <br />♦ <br />i <br />s <br />I <br />♦♦ <br />t <br />♦♦♦ <br />LINO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />1 <br />OF WALL EL. 9'4", UNO. <br />I 1 <br />1 <br />1 <br />1 <br />J# <br />1 <br />� <br />� 1 <br />� 1 <br />1 <br />0, <br />I 1 <br />i <br />4► <br />4*� <br />I 1 <br />1 <br />I <br />i <br />1 <br />1 <br />i <br />' <br />� <br />1 <br />4* <br />IT/OM/OB <br />l <br />1 <br />i <br />�� <br />1 <br />f., <br />1♦ <br />1 <br />l <br />1 <br />I♦♦ <br />♦ ♦ <br />I <br />1 <br />1 <br />FH5 I ♦♦ ♦♦ <br />1 <br />1 <br />i ♦♦ ♦Y <br />1 <br />1 1 <br />♦♦; <br />1 <br />1 <br />8F36-lT/0M/08 1 <br />; <br />8Fi61T/0M/0B <br />l-- - <br />---------�------8F36-1T/OM/1B <br />`-----♦------�`----------1----1--------------J <br />8 <br />1 <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />A N C N I T 1 C T S <br />GroUuupm <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7744078 <br />FAX: 407-7744078 <br />www.abdosigngroup•com <br />AA 8: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 6134916.2628 <br />FAX: 813486-2802 <br />9�INII� <br />u B Dde TAT <br />SILVERADO <br />LOT ##21 <br />BLK. ##14 <br />PROJECT1p <br />03719.000-21141 <br />MODELA <br />2795- D <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />fRA <br />12/ 0: 1/4"=1'-0" <br />s2 <br />