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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: USP HTA16 W (9)10d x 1 12" HDG NAILS. <br />SMALL JACKS < 9' MAY BE NAILED W (10)<7 x 1 12" 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 i 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 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. UNTELS 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 C 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOVVN 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 />IDESDFUIPTION <br />REMARK <br />Oi <br />(2)2x6 <br />O(2)2x8 <br />BEAM SCHEDULE <br />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 />(�) <br />WxH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM- <br />TOP <br />MID <br />SIZE <br />SPACING <br />B81 <br />MASONRY <br />3000 <br />Bx8 <br />(1)#5 <br />N/A <br />I N/A <br />GROUTED SOLID <br />882 <br />MASONRY <br />3000 <br />8x16 <br />(1J #5 <br />(1)#5 <br />N/A <br />N/A <br />GROUTED SOLID <br />SAFE LATERAL LOADS FOR <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS <br />CAMFGNIe SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOAD <br />PLF <br />TYPE BIIB 4i304 N4248 m"m I 4R840 I 4PN48 I mm Ii0fm TYPE II ..... I RCI <br />LENGTH <br />M-W (42") PRECAST 2231 <br />4'4 (4r) PRECAST 1088 <br />4"4' (54') PRECAST 1600 <br />4r-4' (64-) PRECAST 1217 <br />9-10- (70') PRECAST 1002 <br />68 (70') PRECAST 9oe <br />r4' (00'( PRECAST 743 <br />W-C (11r) PRECAST 664 <br />1S4" (12n PRECAST 475 <br />1T C (180') PRECAST 312 <br />Ira (144') PRECAST SIT <br />14S"4 (7069 PRECAST 206 <br />W4r (161') PRECAST 279 <br />1P4' 1178M PRC-SIIESSED N.R. <br />194' (IM PRE NA <br />1r4' Mn PRESIREWM NA <br />1r-C QM PRESIRENED N.R. <br />211-C CM PRSBRE88ED N.R. <br />22'4" OM PpEDREIRIED NR <br />era PREBIREBBED <br />0��0000 <br />000v©ov <br />�OmOm�� <br />mm000�0 <br />mo®�oo� <br />0o©v®ov <br />mKMZZ:xQRow <br />"or==— <br />mmm0000 <br />ml=lw=m <br />1=T <br />m©om=m <br />0©000 <br />m©00©0© <br />m�000Q1�' <br />0000000 <br />00000 <br />000voov <br />00000 <br />oo®moov <br />o�0©Do0 <br />oom©000 <br />000©000 <br />000voov <br />©�00m00 <br />NCR0000l0 <br />o©©©©©©, <br />00MMAI" <br />�0�00�0 <br />0��0000' <br />DDDOOm©'. <br />��0000� <br />000©000 <br />©000000 <br />c mA 1s I -1 4-0 1 « 1 m I ,1M I un <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. <br />•ALLVALUESTAXEN FROM 'SAFE LOAD TABLES' BY C ASTCiETEMIAY 2018 EDITION <br />-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />rd (4n PRECAST <br />I= <br />I= <br />I= <br />fd (Mn PRECAST <br />765 <br />768 <br />1300 <br />f4' F9 PRECAST <br />Mm <br />601 <br />1073 <br />S-4 on PRECAST <br />411 <br />411 <br />746 <br />4-10' (70') PRECAST <br />US <br />338 <br />MS <br />Ss cm PRECAST <br />6W <br />721 <br />400 <br />rd' On PRECAST <br />424 <br />W4 <br />368 <br />v-C (11:m PRECAST <br />22S <br />612 <br />280 <br />104" (12n PRECAST <br />204 <br />401 <br />180 <br />114' (13r) PRECAST <br />200 <br />452 <br />164 <br />124• (1441 PRECAST <br />244 <br />402 <br />IV <br />I" (ISM PRECAST <br />217 <br />W4 <br />110 <br />140 (ign PRECAST <br />206 <br />288 <br />IDS <br />14'-8' (Im PRESIRG88Eo <br />NA <br />284 <br />m <br />164' (Iwn rmal 8fED <br />N.R. <br />20 <br />83 <br />ir-e On PREVRESIED <br />NR. <br />194 <br />84 <br />1Y4' cm PRE>TI <br />NA <br />14e <br />62 <br />21'W On PREFIREINIED <br />NA <br />125 <br />42 <br />2r4' PM PRESIRIMMED <br />NA <br />110 <br />40 <br />W-W Mn PRE67REIISED <br />NA <br />81 <br />a8 <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />�0000000 <br />moom000 <br />O�DODmO <br />00000mo <br />�o��r.,0000 <br />omoo©©o <br />o <br />©Olff�=mz <br />m <br />OEM,= <br />I=m <br />�oo©omoo <br />mQsa�cas��m�+ <br />©oo��r�ca <br />�oo�n�-gym <br />m��'1Q!�1d9@1 <br />INEAEPQIGTCZ' <br />OOEM <br />Q'@m=K <br />MEMO=, <br />1�!!Q'.Q1@1 <br />_ <br />_, <br />O�Q1Q"��Q1Q1' <br />mOQCc�'�G7"GlT,�l� <br />©moo-,Q-�rr�!cr <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT <br />REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR <br />- PRECAST PRODUCTS BY07HENTO MEET OR EXCEED VALUES STATED ABOVE <br />• PROVOE MNMUM COF REARING PAST EACH 810E OF VATB)OW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E. C, P. CORPORATIONLASTEIRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4 = 1'-O" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.abde Igngmup.wm <br />AA #: 0003325 <br />0 <br />rq <br />0 <br />O <br />a <br />aUDDIV ae LOT <br />SILVERADO <br />LOT #53 <br />BLK- #6 <br />PROJMT# <br />04128.002-53061 <br />MODEL: <br />4EGB <br />"GALEN" <br />GARAGE SI MTG: <br />RIGHT <br />I <br />PAGE: <br />FIRST FLOOR <br />IFT BEAM PLAN <br />AND NOTES <br />(CAST-CRETE) <br />150 MPH EXP. B <br />9 <br />ROLW A ABOUWACRA <br />AR NO 93723 <br />DAR � 1/18/19 <br />SCALE: 1/4"=1'-O" <br />axEET <br />S� <br />