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d: MAR1►1c1lao i*3 <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP DTC WI (13)10d x 1 1/2" HOG NAILS. <br />SMALL JACKS <9' MAY BE NAILED W/ (10)10d x 1 1/2" HDG NAILS, CONCRETE TO <br />WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILLALL 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 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 PBS36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH ENO <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 I T.O.B. = TOP OF BEAM I 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 <br />CENTER, F.E.S. - FROM EACH SUPPORT, T.O. • THROUGHOUT <br />MARK <br />DESCRIPTION <br />(Eli <br />SIZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />STM. <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 GRAVITY LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS <br />*F`MR SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE &A U'!a8 IFO)♦8 1Fr48 172a48 ala4M a7as44 an2ae <br />LENGTH <br />Vr [4n PRECAST 2231 <br />4'4r (18") PRECAST 1888 <br />4'r (54') PRECAST 1688 <br />s-c (84') PRECAST 1217 <br />F49' (70') PRECAST I= <br />sr (:1 PRECAST 306 <br />7V' On PRSCA87 743 <br />" (112') PRECAST 454 <br />low M" PRSCA6f 41`6 <br />11's (IW) PRECAST m <br />I" (a.) PRECAST 337 <br />I" (II PRECAST m <br />W-V (ion PRECAST 279 <br />trr (17" PR681RE31B® NJt <br />1" (10) PREBTREBBD MR <br />17'4' on PRSi7REB0® Nit <br />W'-4 Mn PR631ROM NA <br />21.4' on NA <br />w4r NA <br />We (2M9 PREBTREB!® Nit <br />�0�0�00 <br />©om000m <br />v�oo©oo <br />D�mO©0� <br />©m00000 <br />mom�oom <br />©�0000v <br />�ana-�ooE�v <br />®ooi <br />�*!=c <br />1 <br />cis <br />a�©00�00 <br />DDOO�C�:Q;71 <br />m©�Ef©ODi <br />DODO©00 <br />D000000 <br />0©0©000 <br />0©0©�00 <br />ODD©000 <br />0mrm0©ff7v <br />v00000v <br />0mEx00000 <br />0000�ov <br />0000000 <br />©©©o©oo <br />00�00�0 <br />©000©00 <br />�MILM©oaLMoo <br />000"ICA <br />o11Lm©©©mLm© <br />aEaoo©®0© <br />©©©©©©© <br />�mzmmzm©000 <br />©©o©oaLMo <br />1r sm—L 40 j r I a tar 1012 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD AWED REBAR. <br />-ALLVALUMAD TAKEN FRON'BAFE LOW TABLES' BY CASICREM NAY 2D15 EDITION <br />-ALL PRECAST PRODUCTS ARE TO BE NSTAIM PER MAMtA1:711RES SPECIFICATIONS <br />SAFE LATERAL LOADS FOR <br />8" PRECAST 8 PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-UNTELS <br />♦ —0-- SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT <br />Y �•_ 1 PUP <br />TYPE I . a I — I RCIMJ TYPE I — I Ou^T I 01a•tt I ~ Iaa14t 47r4t r1 <br />3W (42) PRECAST <br />102E <br />1021 <br />1888 <br />rr On PRECAST <br />M (4P) PRECAST <br />786 <br />7S3 <br />1300 <br />4W (4n PRECAST <br />4W (5n PRWAST <br />682 <br />8S1 <br />1073 <br />W-C PRECAST <br />S4' (M PRECAST <br />411 <br />411 <br />746 <br />Sr (6'r) PRECAST <br />B%Iir (70') PRECAST <br />340 <br />338 <br />81S <br />8'-10- (m) PRWAST <br />Sr (789 PgE(`AST <br />3W <br />721 <br />480 <br />Sr cm PIECAST <br />Tr PM PRECABT <br />424 <br />04 <br />383 <br />Tr M PRECAST <br />8'4• (112') PRECAST <br />828 <br />612 <br />230 <br />C4• (112n PRECAST <br />mr (12n PRECAST <br />2M <br />401 <br />180 <br />/0'r (12n PRECAST <br />11 4' (138) PAECASf <br />23D <br />462 <br />154 <br />114' Mn PNEOW <br />1" (144') PRECAST <br />244 <br />402 <br />W7 <br />1Z-O (144') PMMT <br />134' (ion PRECAST <br />217 <br />324 <br />110 <br />me (/8D") PRECAST <br />14%W (ter) PRECAST <br />206 <br />sea <br />10D <br />14W Mn PMMW <br />144r (178') P1831R®8E0 <br />NA <br />294 <br />91 <br />Wr (IM FaB37RL�em <br />1104• (181') PPMF" B8ED <br />NA <br />288 <br />N <br />I" (I#" PMBWMM <br />17'-4' XM PRE6TRSM <br />NA <br />194 <br />84 <br />1T4' (mr) PRE871 <br />i9W (222') PNISTINAM <br />NA <br />140 <br />E <br />1rr mr) PR881REME0 <br />214' PRF317RF2B® <br />NA <br />IS <br />u <br />mw pr'1 PIIm1RE88E0 <br />22'r C*r) FIM FAI ED <br />NA <br />its <br />40 <br />22'r Wrl PRd17198® <br />3P4r On PR7377R7i8® <br />NA <br />I 97 <br />33 <br />1 aro <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD AWED REBAR. <br />- PRECAST PROD17C1i BY OTHERS 701EET OR EXCEED VALUES STATM MOVE <br />-PROVIDE3EiS1NrOF BEAR87SPM MMSIDEOF1MEOWOPMW <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: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwabdosWWoup.com <br />AA 5: 0003325 <br />w <br />as <br />O <br />) <br />aysnnr. � LOT: <br />ABBOTT PARK <br />LOT #25 <br />BLK. #8 <br />P34W1JmCT _25 <br />082 <br />HODZU <br />4EBB <br />"1828-CALI" <br />OARAGM EVID101 <br />LEFT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />160 MPH EXP. C <br />