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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES, <br />Z 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 LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <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 & <br />REMARK <br />DESCRIPTION <br />i1) <br />(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 />fe <br />(psi) <br />SIZE <br />WxH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />STM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x16 <br />(1)AS <br />(1)#5 <br />N/A <br />GROUTEDSOLIO <br />BB2 <br />MASONRY <br />3000 <br />8x8 <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 je891 SAFE LOAD <br />PLF <br />TYPE BUB Nape MIMS VIII-M V' OF" &FIS-oe 0a OF32-TYPE _.._ .�. Rru <br />LENGTH <br />T-r (42') PRECAST 2231 <br />4'4T (481 PRECAST 1986 <br />4'4P (54') PRECAST Ism <br />5'4' (W) PRECAST 1217 <br />5'-10' M PRECAST 1062 <br />F-r (7r) PRECAST g06 <br />r-r (90') PRECAST 743 <br />9'4' (11r) PRECAST 554 <br />10'-0' (12r) PRECAST 475 <br />II'W (136') PRECAST 362 <br />12'0 (144') PRECAST 337 <br />13'4- (16D') PRECAST 296 <br />14-0(168-) PRECAST 279 <br />1*4r (17r) PRESTRESSED N.R. <br />I&W (164') PRESTRESSED N.R. <br />1T4- (208') PRESTRESSED N.R. <br />19'-4' (23r) PRESTRESSED N.R. <br />21'4' (256-) PRESTRESSED N.R. <br />22'-0' C264') PRESTRESSED N.R. <br />24'-W (266' PRESTRESSED <br />�0�®mom <br />��DOm <br />oo��®mom <br />0�m�oov <br />�000�00 <br />®®voom <br />®OmmOm <br />�mmv©moo <br />oo®o®moo <br />OmmO��� <br />oom�m®o <br />oommm®cam <br />ommm�oo <br />oomm��o <br />I�mmli�7m��J <br />N.R. 120 250 450 1 ON 04 1 1002 1 1222 <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 />T-r (42'7 PRECAST <br />1025 <br />1024 <br />ISM <br />N0 (4r) PRECAST <br />765 <br />763 <br />13DO <br />4'4r (54') PRECAST <br />502 <br />S91 <br />1013 <br />94'. (W) PRECAST <br />411 <br />411 <br />745 <br />9.10- (70') PRECAST <br />340 <br />339 <br />618 <br />6'4Y (7r) PRECAST <br />S07 <br />721 <br />490 <br />Tot' (90") PRECAST <br />424 <br />S34 <br />363 <br />9'4' (112') PRECAST <br />326 <br />512 <br />230 <br />10'4T (12r) PRECAST <br />204 <br />401 <br />160 <br />11'4' (13r) PRECAST <br />260 <br />452 <br />164 <br />17-W (144') PRECAST <br />244 <br />402 <br />137 <br />IT-C (180') PRECAST <br />217 <br />324 <br />110 <br />14'-W (186') PRECAST <br />205 <br />293 <br />1DO <br />%-r (175) PRESTRESSED <br />N.R. <br />284 <br />91 <br />154- (184'7 PRESTRESSED <br />N.R. <br />259 <br />83 <br />17'4• (206•) PRESTRESSED <br />N.R. <br />194 <br />64 <br />19'4' Or) PRESTRESSED <br />N.R. <br />148 <br />52 <br />21'4' RW) PRESTRESSED <br />N.R. <br />125 <br />42 <br />2ZO (2W) PRESTRESSED <br />N.R. <br />116 <br />40 <br />24'4T (266') PRESTRESSED <br />N.R. <br />1 91 <br />33 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />IrmEzowm0mrommomm <br />Nam <br />®mm�©00 <br />�oo�mmo <br />Elm <br />EMT <br />10CM=27!N <br />P",@"I <br />= <br />Omcz@Lamp@10cm <br />000mpKE" <br />mmo <br />ccc�1= <br />"WIrQ� <br />.1.01 <br />���1�.+*ems �.9a,70�1Q�IQ <br />r�OW:RKMRN=N.'T%=*f' <br />mmTmmm�.1 <br />a <br />0Q31E^2'�i:}7'1�'1@�iZ�'1 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. <br />PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />- PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE.CRETE <br />DIVISION ACCEPTANCE #: 16.0126.03 <br />5 <br />6d—.. a. -- ;. ;— «e-----.-------gym.---4 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4". l'-O' <br />i"I N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407.774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA R: 0003326 <br />q <br />O <br />C <br />911733DIV. & LOT: <br />SILVERADO <br />LOT 6 <br />BLK 12 <br />PROJECT# <br />04128.001-06121 <br />MODELe <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH EXP. B <br />D I- 08/16/18 <br />SCALE: 1/4"=r-0" <br />SHEET <br />s2 <br />