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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) 10d x i 1/2' HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: <br />SIMPSON HIOA OR LGT2 W/ 10d 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 CASTCRETE <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 20 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 0 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 />DE$&. <br />REMARK <br />Q <br />1 (2) 2XII <br />BEAM SCHEDULE <br />ZZZZM 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 E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT <br />MARK <br />DESCRIPTION <br />(c <br />WkE, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x8 <br />(1)MB <br />N/A <br />GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS W PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS <br />JNSB SAFE LOAD - POUNDS PER LINEAR FOOT � SAFo GOAD I6mr-6NA I SAFE LOAD - POUNDS PER LINEAR FOOT <br />LENGTH- ow <br />TV (421 PRECAST 2231 <br />W-W (481 PRECAST 1/88 <br />4'4' (649 PRECAST 16// <br />S4' (641 PRECAST 1217 <br />5.10' (rot PRECAST 1062 <br />" (M PRECAST 006 <br />r-r Wj PRECAST 743 <br />S4' (11:n PRECAST 664 <br />194' (128) PRECAST 475 <br />11'4' (126') PRECAST 302 <br />1" (1441 PRECAST 337 <br />IT-V (160') PRECAST 216 <br />W-V (16n PRECAST 279 <br />1M4' (1761 PRE6TRE88IM N.R. <br />1" (1641 PRESTRESS® N.R. <br />1r4' R61 PRE NA <br />1S4' RM PRESTRIESSM N.R. <br />21'4' fAn PR68TRF86E) N.R. <br />2r-W M41 PRESTO N.R <br />2C4r (1681 PREFIRE88ED N R <br />0mm0�0m <br />O�mmm�� <br />0m00000 <br />��m0�00 <br />oomQ!oom <br />mmmomoo <br />®�0000 <br />mmmmm=m <br />mmovol <br />mm000moi <br />�m000Q��. <br />OD®DODO <br />00000mo <br />oom0000 <br />oomo■�ov <br />oomomoca <br />momms�aoo <br />®��0m0E7 <br />a�om0o©o <br />MC31 <br />O <br />m=mD"m""® <br />0©000�0 <br />®0w::x"00" <br />00000a�ao <br />0MMEER"0"Emm <br />oa�0000© <br />�0l�Kzmlm0©©� <br />1N1 =4M 061 4M 16 1214 <br />(4) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-ALL VALUES TAKEN FROM Wn LOAD TABLES' BY CASTCRETE MAY 201E EDITION <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />Y-0' (421 PRECAST <br />102E <br />1024 <br />1685 <br />3-4' (421 PRECAST <br />4'4Y (4S1 PRECAST <br />768 <br />I= <br />4'-0' (461 PRECAST <br />P!' P41 PRECAST <br />W <br />Ion <br />4'41' (541 PRECAST <br />" (64') PRECAST <br />411 <br />745 <br />S4' (84') PRECAST <br />V40' (7W) PRECAST <br />330 <br />816 <br />r-17 (m PRECAST <br />So (76') PRECAST <br />f328 <br />721 <br />400 <br />V-S' IT61 PRECAST <br />r$ (/01 PRECAST <br />534 <br />388 <br />r4r (M PRECAST <br />S4' (112) PRECAST <br />512 <br />280 <br />S4' (1121 PRECAST <br />IW-C (126) PRECAST <br />401 <br />160 <br />10-C (12r) PRECAST <br />11'4' (196) PRECAST <br />290 <br />452 <br />154 <br />11'4' (120') PRECAST <br />Ir-W (1441 PRECAST <br />244 <br />402 <br />IV <br />124' (1441 PRECAST <br />I" (1S0') PRECAST <br />217 <br />324 <br />110 <br />114' (160) PRECAST <br />14'4r (1SS) PRECAST <br />206 <br />213 <br />100 <br />If-W (IWI PRECAST <br />14.4' (1751 PREVRESSED <br />NA <br />284 <br />111 <br />14'-0 (1761 PRE8TR588ED <br />184' (184') PAEBTRF88® <br />N.R. <br />26/ <br />88 <br />IS4- (1641 PRESTRESFD <br />1r4' Wn PRESTRMW <br />N.R. <br />194 <br />64 <br />Ir4' R0S1 PRESTRENSD <br />1S4' (292') PREBTR <br />N.R. <br />140 <br />62 <br />IFW Mn PRESTRESSED <br />21'W (29r) PRE8111EBBEp <br />NA <br />125 <br />42 <br />21-W Mn PREMYOM <br />V41' R641 PREBT <br />N.R. <br />110 <br />40 <br />274r PV) PRE81R�8ED <br />W-W Mn PRESTRESSED <br />I N.R. <br />1 91 <br />1 33 <br />1 24'41' On PRESTRESSED <br />(S) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />-PRECAST PRODUCTS BY OTHERS TO MEETOR FXC® VALUES STATED ABOVE <br />- PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE S: 16-0126.03 <br />I <br />1 <br />1 <br />♦ <br />♦ <br />♦7�z <br />1 <br />1O <br />�m <br />UNO, PROVIDE BB1 WHERE <br />ROOF TRUSSES BEAR, TOP <br />OF WALL EL. 8'-8', UNO. <br />11% 8F8- <br />I ♦ 1T/OM/OR <br />1 I ♦♦ <br />1 1 <br />1 I ♦♦ <br />1 1 <br />1 1 <br />1 I ♦ <br />1 81`16-1T/OM/OB 1 1 <br />1 <br />L-------------������������ <br />r � <br />I I <br />L-----J <br />BF28-1T/OWOB <br />LIFT BEAM PLAN <br />SCALE: 1/4' = l'-W <br />1 <br />i <br />I <br />1 <br />1 4 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />t <br />1 <br />i <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA 6: 000332E <br />04 <br />m <br />Ti( <br />aunDIV ae LOT <br />SILVERADO <br />LOT #31 <br />BLK #18 <br />PR0JECT114 <br />04128.002-31181 <br />HODRU <br />4EAB <br />"1672-ARIA" <br />CARACE awsz C <br />RIGHT <br />PACE: <br />LIFT BEAM <br />PLAN AND <br />NOTES <br />150 MPH W. B <br />