Laserfiche WebLink
FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1 Od x 1 117 HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 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 />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'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE, <br />HEADER SCHEDULE <br />MARK <br />REMARK <br />�9C II�pN <br />0 <br />(2)2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / 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 CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(coo <br />�H, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />Sx16 <br />(1)#5 <br />(1)#5 <br />NIA <br />GROUTED SOLID <br />B82 <br />MASONRY <br />3000 <br />Sx8 <br />(1)#5 <br />WA <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />4rJOW-6RRBSB SAFE LOAD •POUNDS PER LINEAR FOOT /MSS SAFo GOAD SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH 84l0 <br />Tor (421 PRECAST 2231 <br />4'0 (48) PRECAST 1808 <br />4'8 (641 PRECAST ism <br />V-0 @1' PRECAST 1217 <br />5-10` (M PRECAST 1062 <br />94' (7r) PRECAST Soe <br />r4r On PRECAST 743 <br />94" (1121 PRECAST 554 <br />194' (121h PRECAST 475 <br />11-4- (186") PRECAST 382 <br />1r4r (144') PRECAST 337 <br />13W (16n PRECAST 296 <br />14'4' (ldn PRECAST 279 <br />IV4r (178) PRESTRESS® NA <br />IV-r (1841 PRENIRESSI) N.R. <br />'r-c (266') PRESTRESSED N.R. <br />194' Mn PRESTRESSED N.R. <br />21'4' 01519 PRESTRESSED N.R. <br />2r4' C0141 PRESTRESSED N.R <br />2V-V On PRESTRESSED N,R. <br />gmrf'"rr" <br />ommo©o� <br />�000m®oo <br />l0000moo <br />0�00©00 <br />mo® <br />amm <br />" <br />REM <br />oomo�oo <br />�0®000�m <br />mo"=r_ <br />K=Nrc <br />r_! <br />om"Kzm <br />0momov_=c <br />mm000�o <br />boo©ooQ*�r <br />O�m0�m0 <br />oo©�omo <br />boo®momo <br />boo®omoo <br />oo©omoo <br />mo®mm�o <br />©o®omoo <br />oomoomo <br />D��D�mO <br />IDmmOmmm <br />Immm0m00 <br />0000��� <br />mmmmmmm <br />IOmmm®m0 <br />ImOm©m00 <br />I��Oo�oo <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />3W (421 PRECAST <br />1025 <br />1024 <br />1588 <br />4'47 (4r) PRECAST <br />755 <br />783 <br />1300 <br />4Ar (54') PRECAST <br />882 <br />501 <br />1073 <br />ow (649 PRECAST <br />411 <br />411 <br />745 <br />5-10• (10') PRECAST <br />340 <br />330 <br />016 <br />94r (78") PRECAST <br />507 <br />721 <br />400 <br />r-r Rn PRECAST <br />424 <br />534 <br />383 <br />9.4- (11r) PRECAST <br />32B <br />512 <br />230 <br />194r (125") PRECAST <br />284 <br />401 <br />180 <br />ll'-4' (13r) PRECAST <br />M <br />452 <br />154 <br />Ir4R' (144') PRECAST <br />244 <br />402 <br />IV <br />Irw (w) PRECAST <br />217 <br />324 <br />110 <br />lr-W (IfIn PRECAST <br />205 <br />203 <br />100 <br />14-0 (1Tn PRIBITRE ED <br />N.R. <br />204 <br />91 <br />16'4' (184') PRESTRESSED <br />N.R. <br />259 <br />83 <br />ir-C Mn PRESTRESSED <br />N.R. <br />194 <br />64 <br />IFW Mn PRESTRESSED <br />NA <br />140 <br />52 <br />21'W (2M PREM <br />N.R. <br />125 <br />42 <br />2r-W (254) PRESTRESSED <br />N.R. <br />116 <br />40 <br />2T41' (288') PRESTO <br />N.R. <br />91 <br />33 <br />�m0000mo <br />m0000mo <br />m00m��0 <br />o��o©oo <br />0000000 <br />II <br />o�!mQmmm <br />omoomom <br />'��rm�*�amo-ram- <br />omm0000 <br />OD®0�00 <br />mca-crmcz��"+�r_ <br />©om <br />r+camffcr <br />�amamm�! <br />IDmQ1K <br />Q.��Q, <br />'©oca��rc�o <br />®o�m,mmm <br />MEMO= <br />Q' <br />C7' <br />Q' <br />ru7'il <br />OQ��7'!Q1Q1C7!1C7� <br />" <br />aeer�as�1•arlrwairwar.�arvs"ar..�. <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 2D1S EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />-ALL PRECAST PRODUCTS ARE TO BE MISTALLED PER MANUFACTURES SPECFICATM - PROVIDE M"WIM r OF WARM PAST EACH BIDE OF VOWN OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />A 8F16-1T/OM S 8F16-1T/OM/0B <br />( a, <br />1 � <br />9 � <br />P <br />GT ro4 <br />8F16-1T/0M/0B „s 3 <br />s' <br />s <br />'+o .a' U.N.O. PROVIDE 882 WHERE <br />ROOF TRUSSES BEAR, <br />TOP OF WALL EL 18'A" <br />"a <br />0 A` <br />s <br />y£ � <br />g � <br />1--, <br />L — — J <br />a <br />" ( <br />trayA, <br />S <br />( <br />8F16-1T/0M/0B <br />2.1 <br />'� t 8Fi6-1T/OM/OB <br />1 8F16.1T/OM/OB z' BF1B-1TIOMI08 <br />1 <br />modeopm <br />n., <br />L------------------------J <br />SECOND FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = l'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www,abdesigngroup.com <br />AA #: 0003325 <br />VO <br />IDIDID <br />$ <br />$ <br />6 <br />s <br />�o <br />I <br />23VHDIV k LOT: <br />SILVERADO <br />LOT 19 <br />BLK 18 <br />PROJ=T# <br />04128.002 19181 <br />MODEL1 <br />4EHB <br />"2605- HAYDEN" <br />GARAGE 8WINO: <br />RIGHT <br />PAGE: <br />SECOND <br />FLOOR <br />LIFT BEAM <br />PLAN <br />50 MPH EXP. Dj <br />