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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Dd x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1Dd 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 />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 2x4 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 1`81336, .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 a <br />DESCRIPTION <br />REMARK <br />Q <br />(2) 2X12 <br />(2) <br />(2) 2XII <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / S.01. = 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 />WxH' <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 />NIA <br />GROUTED SOLID <br />I "CAST-CRETE" SAFE LOAD TABLES I <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />/M18 SAFE LOAD -POUNDS PER LINEAR FOOT <br />LENGTH °Utl <br />ad (42') PRECAST -1 <br />C-W (40') PRECAST loss <br />4'4 (54') PRECAST INS <br />5'4- (649 PRECAST 121T <br />8.10' (N') PRECAST 1062 <br />ad (7M) PRECAST 9M <br />rd (SM PRECAST 743 <br />W-C (1121 PRECAST SM <br />10'd (12n PRECAST 476 <br />11'44 (13S') PRECAST 362 <br />174r (144') PRECAST 337 <br />18'j' (1S0') PRECAST 296 <br />14'4r (16n PRECAST 279 <br />14'd (176') PRESTRESSED NA <br />154' (184D PRESTRESSED N.R. <br />IrW (2 n PRESTRESSED N.R. <br />19-4' (282') PRESTRESSED N.R. <br />21'4' On PRESTRESSED N.R. <br />2r•0' (2041 PRESTRESSED N.R <br />24'd — PREBTRFABED R R <br />ommoor�N <br />o©�ommm <br />NONE1u�00NC.�70NG <br />RE�RCyiN�RG7mm <br />N�mONON000 <br />O <br />m <br />RED <br />RL'r!! <br />RE:r7 <br />m <br />R5L7 <br />00�ONf�70Nf <br />R�R1m0RL7�0m <br />amRE7R <br />K=ff--Tm=1ff= <br />mNON®MM©N <br />ORFii47RE�©OQ:..., <br />mmRE7©�®0 <br />N� <br />RiFi:7 <br />REa <br />RE.7 <br />RE.�7 <br />Cr?'!". <br />Q <br />NO�N�ONE�mO <br />ON�ONO��RC2!! <br />Ems <br />000©mo <br />N1m0m=m"NE7N�R"' <br />000momo <br />RC70NI�".J00NONO <br />RL�R1.:�fmNONONE�NO <br />©ommmmo <br />N®""Em7R <br />7N�0 <br />RC:! <br />� <br />Ri l� <br />0 <br />Ri ti1©R�7 <br />©mzA"""©NET <br />NORC,7N0000RC7 <br />oomm"m® <br />""NNM <br />N IM"Nu <br />" <br />E�70R1�R�7milr7m <br />NNJ•00NONN7NNy7NNJ• <br />NOE70mR�7Ri�R� <br />NN7NN70NONONONN� <br />N��NONI�N®N�m <br />NNJ•NODO�NO� <br />NORfFJR�R�00m <br />NN��NONODNN7� <br />in I no -- --- -- -- --- - <br />1at ee� w toe im <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 MIS EDITION <br />• ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />SAFE UPLIFT LOADS FOR 8- PRECAST & PRESTRESSED U-LINTELS <br />4tAW&6N SAFE LOAD - POUNDS PER LINEAR FOOT <br />ad (42D PRECAST <br />10251 <br />10241 <br />159E <br />I T-r (42') PRECAST <br />CO (48") PRECAST <br />786 <br />1 769 <br />1 13M <br />4'd (48") PRECAST <br />C4r 04') PRECAST <br />692 <br />591 <br />I 1073 <br />4'd (NJ PRECAST <br />S-' (841 PRECAST <br />411 <br />411 <br />746 <br />94' (841 PRECAST <br />S-10' (7n PRECAST <br />340 <br />339 <br />018 <br />8.10' 17n PRECAST <br />OW (78') PRECAST <br />607 <br />721 <br />490 <br />1T4r (76') PRECAST <br />rd Mn PRECAST <br />424 <br />834 <br />3W <br />r-r BIOS PRECAST <br />OW (112') PRECAST <br />325 <br />512 <br />23D <br />9'-4' (1121 PRECAST <br />194r (12r) PRECAST <br />284 <br />401 <br />190 <br />lad (128) PRECAST <br />ll'd (13r) PRECAST <br />260 <br />452 <br />154 <br />ll'd (136) PRECAST <br />17d (14P) PRECAST <br />244 <br />402 <br />137 <br />17d (1441 PRECAST <br />134' (160") PRECAST <br />217 <br />324 <br />110 <br />134' (10n PRECAST <br />W-V (166D PRECAST <br />2D6 <br />293 <br />100 <br />14'd (10" PRECAST <br />14'4r (1M PRESTRESSED <br />NA <br />284 <br />91 <br />14'd (1701 PRESTRESSED <br />15W (1841 PRESIRE88ED <br />N.R. <br />259 <br />83 <br />15'-V (1841 PRESTRE86E) <br />11`41' (208') PREFIAE68ED <br />N.R. <br />104 <br />64 <br />1r4' (2081 PRESTRESSED <br />19`41" Mn PRESTO <br />N.R <br />148 <br />52 <br />1V-' on PRESTRESSED <br />21'-4" (266') PRE <br />N.R. <br />125 <br />42 <br />21'-C On PIiED7RESSED <br />2Z4r (2S4) PRE <br />N.R <br />118 <br />40 <br />2Zd (2M7 PRFSDE88ED <br />W-W Mn PRESTRESSED <br />N.R. <br />91 <br />33 <br />Nd Mn PRESTRESSED <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 />- 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 />;----------- 8F18-1T/OMf18---------------8F16-1TIOM/OB ____--_-___-__--T/------_-_— <br />1 <br />1 <br />to <br />1 to <br />1� <br />; <br />♦♦ <br />g ♦♦ <br />19, -4"--------------- <br />- <br />co <br />5'•10" <br />12'-0" <br />61 <br />1 <br />, <br />i <br />16 <br />1 m <br />♦♦ <br />♦_ <br />b <br />♦� 8F16-lT/OM/1B <br />UNO, PROVIDE BB7 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 9'-4", LINO. <br />♦♦ 14- <br />1T OFM/01 <br />AH7E 1 4'-0" <br />1 <br />1 <br />1 <br />1 <br />------ - - - --� <br />1 <br />8F16-1T/0M/0B 2 1 2 <br />T-8- <br />I <br />I <br />I <br />pz <br />d <br />ro <br />1 <br />1 <br />1 <br />1 <br />i <br />1 R <br />1 <br />1 <br />1 <br />I <br />l <br />1 <br />♦♦ 1 <br />♦♦ 1 <br />♦ 1 <br />♦♦ 1 <br />♦ 1 <br />1 <br />� 1 1 <br />0 1 1 <br />I I ♦ 1 <br />4 ♦ � ♦♦♦♦ 1 <br />1 <br />I J# ♦♦♦ 1 <br />1 <br />1 0 <br />I i ♦♦ 1 <br />8F36-lT/OM/OB ♦♦ 1 <br />♦ ♦ 1 <br />W4"♦♦ 1 <br />op —� 4# 8F36-1T10M/1B ♦ ; <br />tV <br />LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />A R C N I T R C T N <br />6 <br />Grou;r <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosipgroup.com <br />AA N: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886.2628 <br />FAX 813466.2802 <br />��IIII� <br />�91111N111; <br />Summ ac 7.oT <br />SILVERADO <br />LOT #21 <br />BLK. #10 <br />PROJECT* <br />03719.000— 21101 <br />MODEt1 <br />2795—F <br />GARAGE 8TI111M.: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />