Laserfiche WebLink
FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAl 6 W/ (9) 1 Dd x 1 1/2" HDG NAILS, <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1 Od x 1 1/2' HOG NAILS, WOOD TO WOOD: <br />SIMPSON HIOA OR LGT2 Wl 1 Od 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 />MANUFACTUREWS 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 />B. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36,.177" * x 2 7/8" LONG, WITH WASHER @ 1 6"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 ELEVATION$ ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE & <br />DESCRIPTION <br />REMARK <br />(2)2X12 <br />(2) 2X8 <br />BEAM SCHEDULE <br />RZZUM INDICATES OPENING BELOW/T,0.8. =TOP OF BEAM I B4O1. =BOTTOM OF UNTELITOA. = TOPOF ARCH/ T.OS =TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, FES. = FROM EACH SUPPORT, TO. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(fc <br />psi) <br />SIZE <br />W'.H' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />-STM-J-T-�; <br />MID <br />SIZE <br />SPACING <br />B81 <br />MASONRY <br />3000 <br />8.8 <br />— <br />I (1 #5 <br />— <br />N/A <br />— <br />GROUT <br />I "CAST-CRETE" SAFE LOAD TABLES I <br />SAFE GRAVITY LOADS FOR 8- PRECAST & PRESTRESSED U-ILINTELS <br />4tAM%6� I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LIENGT'---� — <br />sue <br />T-r (42-) PRECAST <br />2231 <br />4'-W (4r) PRECAST <br />Igoe <br />f-r (Sil PRECAST <br />INS <br />F-C (641 PRECAST <br />1217 <br />F-I(r (717) PRECAST <br />1082 <br />V4r (M PRECAST <br />ON <br />r4r M PRECAST <br />743 <br />94P (112') PRECAST <br />W4 <br />10?4r (1251 PRECAST 475 <br />11-4- (1361 PRECAST 302 <br />IZIV (144') PRMW w <br />13--C (Illn PRECAST 206 <br />14-4r (18" PRECAST 279 <br />14!4r (17W) PRESTRESSED N.R. <br />19-C (1184') PRESTRISIM N.R. <br />IrW Wr PRESTRESSED N.R. <br />194" M21 PFESWMM N.R. <br />21W On PRESTRIMED N.R. <br />22-V (2541 PRESTFESSED N.R. <br />K <br />I I=- <br />W= <br />I m <br />2'r4r CAn PRESTRESSED I N.R. I, -F-2-, r- <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />Y4r (42') PRECAST <br />Ion <br />IfAr (4n PRECAST <br />766 <br />W-C (54') PIRECAST <br />092 <br />9-C (6q PRECAST <br />411 <br />V-110' (In PRECAST <br />so <br />W-V (m PRECAST <br />wr <br />r-r (9n PRECAST <br />424 <br />F-V (112') PRECAST <br />326 <br />IW-r (121r) PRECAST <br />284 <br />II-W (131r) PRECAST <br />200 <br />Ir4r (144') PFiECAST <br />244 <br />13W ("n PREOW <br />217 <br />If-V (Ilin PRECAST <br />205 <br />14--r (1179) PRESTRESSED <br />NJL <br />SAFE UPLIFT LOADS FOR 6- PRECAST& PRESTRESSED U-LINTELS <br />4tgor-6� TSAFE —LOAD - POUNDS PER LINEAR FOOT <br />104 1 1151115 1 1 V4r (42-) PRECAST <br />ILAmlzlm9mmQilvAzLpTT.lJ <br />591 1 1073 1 IV-r (5111 PRECAST <br />411 <br />745 1 <br />94� PC) PRECAST <br />339 <br />818 <br />0-1(r (M PRECAST <br />n1l <br />490 <br />94r (M PRECAST <br />S34 <br />M <br />T-r Pn PRECAST <br />512 <br />230 <br />9W (1111L-) PRECAST <br />40-1 <br />1-80 <br />i 10'r (12n PRECAST <br />462 1 164 1 1 1111--C (13r) PRECAST <br />�13137 174r (1"') PRECAST <br />lie IS-V (IW) PRECAST <br />2 <br />Joe 114-0 (16" PRECAST <br />204 91 IWW (IM PRESTRESSED <br />IV-C (I&fl PRESTRESSED <br />NJt <br />1 20 <br />1 83 <br />1 IV-C 0841 PREBVMM <br />Ir-C Will PRESTRESW <br />N.R. <br />104 <br />64 <br />1 IT4. on <br />lif-C Mr PRESTRESSED <br />N.R. <br />148 <br />52 <br />19-C M21) pREpREMw <br />21'-C Mr PREPRESSED <br />NJL <br />125 <br />42 <br />21--c mn PpmTRESw <br />27-V (Ml PRESTRESSED <br />NA <br />116 <br />40 <br />W-W (2541 PRESTRESSED <br />W-V Mn PRESTRESSED <br />N.R. <br />01 <br />.3 <br />1.14r Mn <br />(#)THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />ALL VALUES TAKEN FROM WFE LOAD TABLES' BY CASTCRETE MOW 2DIS EDITION PRECAST PRODUCTS BY OnIENS TO MEET OR EXCEED VALUES STATED MYVE <br />ALL PRECAIIT PRWUCTSARETO BE [INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MMMMr OF BEARING PAW EACH SIDE OF IMNDM OPENING I <br />PROD CT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />I DIVISION ACCEPTANCEM 16�0126.03 I <br />r— — — — — — — — — — 7F-16-lT—/0M`/l—B — — — — — — — — — — — — — — — 8711-61710—MI—OB — — — — - - — — — — — — — — — 8F-16—lT—/O—WI—Q -- — — — — - L� <br />0 <br />% <br />40P <br />0 <br />% <br />% 0 <br />T <br />G3 <br />to <br />2 <br />% % <br />Jo 0 % % <br />% <br />% <br />LINO, PROVIDE BB1 WHERE <br />% % <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 9-4", UNO. <br />0 <br />4# <br />0 <br />4* <br />J* 0 <br />0 <br />J* <br />0 4- <br />0 <br />4p <br />0 <br />4* <br />8RF14- <br />1T/OMMB <br />4'?* <br />% <br />J* <br />% <br />is <br />FI-15 4* <br />4p % <br />% % <br />4* <br />4* <br />8F36-lT/0M/OB <br />SF16-IT/OMIOB <br />2--1 <br />L B-4- <br />KF <br />— — — — — — - - — — — — — — — — — — <br />8F36-lT/owlB <br />0. <br />m <br />JL — — — — — — — — — — — — — <br />— — — — — — — — — — <br />6 <br />1 <br />LIFT BEAM PLAN <br />SCALE: 114"= l'-O" <br />MON <br />F'A RON ITICTS <br />6 <br />WNsoln <br />gn <br />L" <br />Groulnm <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FIL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeWpgroup.com <br />AA #: 0003325 1 <br />r' DRAFTING BY. <br />A.S. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1.004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134IM2628 <br />L FAX: 8134186-2902 <br />['SUDDIV. a Lo1r. <br />SILVERADO <br />LOT #25 <br />BIX #10 <br />PmJmcT# <br />3 lm <br />r03719.000-25101 <br />MODZU <br />2795- D <br />CIAP-WE 8WING: <br />RIGHT <br />PAGM <br />IFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />31 <br />rpp'nVr 7/28/20 <br />DAM <br />8CAM- 1/4"=I'-O" <br />glkm= <br />S 2 of <br />