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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 WI (14) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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 />S. 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 />DE8CSIZE S, UP`rIOP1 <br />REMARK <br />01 <br />1 (2)2X8 <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 />(psi) <br />SIZE <br />REINFORCEMENT <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1)#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 SAFE LOAD <br />PLF <br />TYPE NH w+48 Visaeneae ermae evs44s ersee erase TYPE _.._ I _— -I rm� <br />LENGTH <br />3'0 M PRECAST 2231 <br />4'4r (4n PRECAST 1905 <br />#-r (54') PRECAST IBIS <br />F4' (44-) PRECAST 11217 <br />F-10' cm PRECAST 1002 <br />Fa (M PRECAST SOS <br />r4r (M PRECAST 743 <br />9W (112') PRECAST 94 <br />10'4P (12n PRECAST 475 <br />11'4- (131r) PRECAST 362 <br />17-W (144') PRECAST 337 <br />13.4- (IM PRECAST 296 <br />14'0 (11in PRECAST 279 <br />1P4' (178') PRESTRESSED N.R. <br />194' (1841 PRESTRESSED N.R. <br />1r4' (ml PRESTRESM N.R. <br />IV"P (2321 PRESTRESSED N.R. <br />21'4' CAn PRE N.R. <br />22-V R841 PRESTRESSED N.R. <br />2B-0' PRE8TRE88® <br />Om�00l0 <br />�omoomov <br />�Eii,7E90000 <br />mo��oo <br />mmmo�ov <br />m��000m <br />0m000 <br />�mov000 <br />OmIDODmO <br />ommao <br />oo®o©oo <br />oomoo�Q! <br />oomoomv <br />oom�aomo <br />oom�000 <br />0�00�00 <br />©ommm�o <br />�101000®!0 <br />��000m0 <br />���010�10 <br />0 <br />r■7. <br />©00(0� <br />®�0m00� <br />�10�0000 <br />���0000 <br />O101010000 <br />�0I0�000 <br />0��0®00 <br />0�00� <br />(0�(00100� <br />N.R. 129 1 am 1 4e0 1 ee4 1 04 1 1002 1 12U <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REEIAR. <br />-ALL VALUES TAKEN FROM Wn LOAD TABIF.B' BY CASTCRETE MAY 2015 EDITION <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />3'4{' (42') PRECAST <br />10251 <br />107A <br />1 1058 <br />C-T (4B') PRECAST <br />785 <br />783 <br />13D9 <br />4'4T" (54') PRECAST <br />592 <br />W <br />1073 <br />6W (541 PRECAST <br />411 <br />411 <br />745 <br />F-10' (70') PRECAST <br />340 <br />330 <br />618 <br />For (78') PRECAST <br />6m <br />721 <br />400 <br />r-V W PRECAST <br />424 <br />634 <br />SIG <br />S4' (114) PRECAST <br />325 <br />512 <br />230 <br />104r (128) PRECAST <br />264 <br />401 <br />180 <br />1111'4- (138') PRECAST <br />250 <br />452 <br />164 <br />Ir4r (Iu.) PRECAST <br />244 <br />402 <br />137 <br />IT-0 (16n PRECAST <br />217 <br />324 <br />110 <br />W-W (18n PRECAST <br />205 <br />203 <br />100 <br />14'4r (IM PRESTRESSED <br />N.R. <br />264 <br />91 <br />ISC (184') PRESTRESSED <br />N.R. <br />259 <br />83 <br />lr4' (2M PRESTFIERM <br />N.R. <br />194 <br />64 <br />1W-C (232') PRESTRESSED <br />N.R. <br />748 <br />fit <br />21'4' (2 n PRT$IAISS® <br />N.R. <br />iffi <br />42 <br />2Z0 W) PRESIREIB® <br />MR <br />110 <br />40 <br />24'4r Mn PREBIRWED <br />N.R. <br />1 91 <br />33 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />6mr-69BIB I SAFE LOAD - POUNDS PER LINEAR FOOT <br />�+DD�O�mO <br />I�mroom©oro', <br />I�O!Ol00©®0, <br />m�0�0®D�i <br />�m�©roomo <br />!0@C�1Q'm1Q"�11', <br />om®room© <br />©i1=7®0©00 <br />.., <br />oo®mmom <br />oo�m��aoo <br />0Q!'Q9Gl1Q'!0 <br />I <br />Q!', <br />®®o�r�!rsra�cr+ <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 MINIMUM 4.OF WARM PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 1"126.03 <br />LIFT BEAM PLAN <br />SCALE: 114" = V-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PHc 407-7746078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />all <br />4 <br />W <br />,0 <br />SVHDIV, dt LOT: <br />ABBOTT PARK <br />LOT #17 <br />BLK #8 <br />PROJECT# <br />04181.000-17081 <br />MODEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE 8WWC : <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />%160 MPH EXP. C <br />