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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA76 W/ (9) 1Od x 1 112" 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 />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'-W, 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 />(psi) <br />�H, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBI <br />MASONRY <br />3000 <br />8x8 <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 />A SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD <br />PLF <br />TYPE am�� IflRl4M IPR648 � IPMNO �W �NM TYPE - _... RCU <br />LENGTH <br />9'41' (42') PRECAST 2221 <br />W-W (4r) PRECAST ISMS <br />W-S' (64') PRECAST INS <br />V4' (041 PRECAST 1217 <br />8.10' (70') PRECAST 1082 <br />174' (Tn PRECAST S08 <br />r2' (W') PRECAST 743 <br />V4' (112') PRECAST 864 <br />10$" (12n PRECAST 478 <br />IT-C (13n PRECAST 302 <br />12-T (1"') PRECAST 317 <br />W-C (160') PRECAST 296 <br />104r (18r) PRECAST ve <br />14'4Y (178') PRESTRESSED N.R. <br />194' (1841 PRESTRESSED N.R. <br />ir4' On PRElITRESMED N.R. <br />10'4' Pr) PRESTRESSED N.R. <br />21'4' On PRESTRESSED N.R. <br />27-W (254) PRESTRESSED N.R <br />W-V (7MM') PRESTRESSED <br />O�m000 <br />m00000� <br />D��OmO <br />mm0000v <br />m®momov <br />mmomoom <br />�movo <br />mm000mo <br />mm000C�!^C�'! <br />i0�00l�00 <br />om®oo�'�ca! <br />OD®0©00 <br />ommom�r!Q^ <br />oommoov <br />O�m�OmO <br />0©0©m <br />0 <br />oommmoo <br />vom000v <br />©Omm��O <br />MEMOmEZ:70CA©0 <br />®�mmmm0 <br />0�0�00� <br />0©©0©00 <br />a000©oo <br />000�®0� <br />00�00�� <br />�m�0mm <br />NJL 1#1 #1# 4!0 IM W R@ 1ffi <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY 2D76 EDITION <br />ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />7-0' (42') PRECAST <br />102E <br />1024 <br />1M <br />V4r (48' PRECAST <br />786 <br />769 <br />1300 <br />V-r (64') PRECAST <br />592 <br />$01 <br />1073 <br />6'4' (64') PRECAST <br />411 <br />/'11 <br />745 <br />8-10' (70') PRECAST <br />340 <br />330 <br />810 <br />V-r (7n PRECAST <br />607 <br />721 <br />490 <br />r4' (S07 PRECAST <br />424 <br />6S4 <br />M <br />V4' (112') PRECAST <br />326 <br />612 <br />nD <br />10'-V (12r) PRECAST <br />284 <br />401 <br />180 <br />11'4' (13n PRECAST <br />200 <br />462 <br />164 <br />12'-W (144') PRECAST <br />244 <br />402 <br />137 <br />134- (180') PRECAST <br />217 <br />324 <br />110 <br />14'4' (18" PRECAST <br />206 <br />203 <br />100 <br />14'4! (17r) PRESTRESSED <br />N.R. <br />264 <br />91 <br />I&W (1841 PRE <br />N.R. <br />269 <br />83 <br />1r4' Wn PRESTRESSED <br />N.R. <br />194 <br />64 <br />1V4' Mn PREWIRESSED <br />N.R. <br />148 <br />82 <br />21'4' (2M PRESTRESSED <br />N.R. <br />125 <br />42 <br />274r (011 PRESTRESSED <br />NR <br />116 <br />40 <br />2'r-W On PRESTRESSED <br />N.R. <br />01 <br />as <br />SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />Lwmm�WN�WN <br />KEN <br />OEM <br />mRan <br />moomoov <br />m0�0 <br />�00000®o <br />oo�oomo <br />���000mo <br />�00000mm <br />�0000000 <br />0wmm <br />- <br />ffi[}riwzrw7r <br />�Dmmrff=i=m=l <br />III <br />MEEK= <br />��QE"w <br />C�1Q�iJ�rci9', <br />1 <br />W;"O <br />I <br />�.. <br />®M <br />rrm <br />nca'+�rr <br />_ <br />®�il1Q'1ET'!�l1�T1Cl7 <br />arn�r,•au!�Aa�+-Mwar. <br />,ARar-1.l�1A <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 />• PROVWE MNAMUM 4" OF BE~ PAST EACH SIDE OF WNWIN OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0128.03 <br />LIFT BEAM PLAN <br />SCALE: 1/4' = 1'-O' <br />144i N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 327510 <br />PH:407-7746078 <br />FAX 407-774.4078 <br />www.abdeWgngrouµcom <br />AA #: 000332E <br />t <br />e. <br />a <br />SvBDrv. Al. LO <br />ABBOTT PARK <br />LOT #16 <br />BLK #8 <br />PROJECT <br />04181.00 -16081 <br />MODEL: <br />4EWB <br />"1499-FREEPORT" <br />GARAGE Sr/ING: <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />%160 MPH EXP, C <br />FJC T <br />DATE: 10/15/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s2 <br />