7150 Boxer Round Pl - Laserfiche WebLink

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FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 11T HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 11,7 HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ IOd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2( MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER a 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW I T.O. B. = TOP OF BEAM / S.O. L. = BOTTOM OF LINTEL I T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�) WxxFFr REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 axe 1)46 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 68 SAFE LOAD - POUNDS PER LINEAR FOOT r�� SAFEPL D 4-0-Soo,SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 41lt0a 1H0a NMa atim Nita TYPE LENGTH am ROMU TYPE LENGTH PO4T N44R WUAT wuar Flow I NM4R wam IN40.41 2vrar N24tT N224T N3s2r N4NT mmw BAN twe4e N1141 Nos4o 2N0.11 N21a Nsn 0s2 6 8'r (41') PRECAST 2ffi1 31N orr em o1N 1114 m tmt TronPRfiCJ1BT t02b 7024 me�!' (4Zj PREOIBT 1w m Nowa14 11os NM tee, m 41s No MIT so Ma tm1 m m N0 4w m m ten M PRECAST i6a m+ 21N m2 4m im "m ow fr (4n PRECAST m m1206 4'r ( PRECAST m m m2 2M 4m 2m M4-0• m 410 ate "a aN "m It" m m: m2 aN 4m m1 are 4"r Bin PRECAST iBa 1m 210 m1 2m 4m Na mt fJ' PRECAST Ba BBt 1078 4�' a49 PRECAST m as 2M Ills 404 4H1 wo till 4m Na rM 2m 1aN 1N01 m 0a NN 1m 40a 4TN sm B4' 1649 PRECAST 1217 1m tm m all 2m 21Y 40 B< R4'1 PRECAST 411 411 746 Br lam! PRECABr tM , ms :m as m 4m m m m TNT uM 1m un m m m 4m s-tp (my PRECAST ion 110 Im fen ON 2m 2m 2m s-Iv (7a•► FttBCAeT as aao ate ana {1a► FtgcAer Ill 1 NM riT mo Moo M, wzd 4m N em m m m2 220 2m am 4m sr Ite9 PRECAST Ba 4m 4r (16'1 PRECAer eo7 721 468 sr {� PRECAST m mmr are wmN om10 tow m 14a m m1 2m rm11 vu ra On PRECAST 70 1011 as m m m NN 2111 Tr � PRECAST 424 684 2a rr p09 PRECAST TN 2m Mt 1r1 2w t1a Im m7 TA m m mi 2m m7 2m 1rs• ntr) PRECAST ee4 m 1140 N0 UK Na 2m 011 Cf (112y PRECAST 276 612 28o W r�• (tt1) PRECAST nn 1os , 1 N6r rn m m MN iw aM eN w m ,M , 2w 2M 16V• (12" PRWABT 4ffi M m wT 2m or" 2m 2m 1Cr mn PRECAST so 401 160 18r (t2r) PREC418r m m M , w, m m m m 2M, m w ,m un 1m m Dos i1V' (16n PRECAST 2a m M m 1M 2M 3W 4w 11'�• (16n PRECAST 260 462 1li4 114' ptln PRECAST 4N w m tm 1N 1m m M m 1M 2m Na 4m 4" 407 m ,m ,Now Na 11'-0" {14n PRECAST a7 M m m /w 2m m tea 1rr (ton FREOA6T as 4a 182 trr (ton PRECAST a0 40 A4 m 11 , ,m m m m m 2tw m m ae m M m 1 m mo 1614' (16n PRECAST 216 4N R 4M tY1 m aM m 1ST• (76n PFECA6T 217 924 110 12'r Pion FREChST 4a m w 70 1M 1 m 4N is ,m N0 m a,e m m 40 m ,tw u1 1 m 1" tlen PRECAST 2" 1a m m x1v 00 tfr (16n PRECAST 2.06 203 too 14'r ON) PRECAST w m m T21 m 1 1m 422 m m m uN 21a m2 410 m m imd , ,at 1fr a7n PRBSr NA M No M No M M M 1fr (17n P NA M81 xr pm FRBIIIEtsb® m m w m m m m modd m 1 m 11" 11N 1M4 m m me m tw >M >1a �r nos'► F N.R. M M M M M M 1614• (16n pmuilimemEC NR. 280 as 76'-4' (16n PREBTREBB® w Zee its m m m O m m , N1 1 m 412 m m m 20101 m/ " r tr(IMP) PRESTRESSED NA M M M M N1 M /TM' (206'1 PaES.MmED NA 104 64 1r-c 0m PRE N/ IN m m m m w 740 m to m m m m m m Na 22a 7I" am PReeTRaeED NR M M M M M M M t64' t�'1 PRBSI ED NA 146 & 16'4' Mn PRsmeeeED 10 1N m m m m 4a m M 841 M t M m m 40 m lost m we am 2114 Ra') PREQIREaED NA M M No M ') PREBTRSi6ED NA 1ffi Q 21'i' C�9 PRE8IREBBED 1H w w m m v2 m w 4M »1 m w oM m m m m w 11% m Na w-v Own PABN nmw NA M M M M M ffi-0' p64') P NR 116 IO n10• Wn PIGBIREaED w 1N m m 411 m m m ri m w tM m m w m m m m 210 ri M m 418 IN 40 m M 24,0 amPRSBtR@aED NA M M M M M 2440' PINY)PRE87RBBBED NA 81 a 24'r f') PREpRN6ED 4l/ m me 4116 as m M >s m 40 on w m 1m (o) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAM FROM SAFE LOAD TAKW BYCABPCIIETE WV 2016 EDITION -PRECAST PRODUCTS INY ME918 M NEETOR EXCEEDVALUES 8TATEDAEOVE -ALLPRECASTPRODUM ARE TO BE I NTALLED PERNANUFACnM BPECIFICALTOM -PROVE MMIN INIC OF BEARNB PART SACH BETE OFVANDOW OPENM PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE 0: 1"12&03 1 1 ♦♦♦ 1 1 1 1 1 ♦ I 1 ♦♦ 1 1 ♦♦ i 1 ♦♦ I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 � 1 2 1 Ir t 1 1 1 1 NO, PROVIDE 861 WHERE 1 1 ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-0", UNO. 1 1 1 1 1 1 1 1 1 J 1 1 / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 i 1 r; LLI 1 1 1 1 1 1 1 1 1 r------I a 1 1 1 1op�♦ 1 ♦♦ 1 i ♦♦♦ 1 14p♦♦ 1 1 j ♦♦ 1 1 � 1 4 1 1 1 1T/OMAB 4#, 1 � I 1 �♦ i 1 1 ♦♦♦ 8RF8-1T/0M/0B 1 8F18-1TlOMr08 1 ♦ J# 1 L-------------- LIFT BEAM PLAN SCALE: 1/4" = 1'-W 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 BF28-iT/DMNB 1 1 1 --------------J 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdes*igroup.eom L AA#: 0003325 M pp C b �7( JUW O 5 gill di sv>�iv ec L4oa� SILVERADO LOT #7 BLK. #17 FR0J=T 04 2 . - 7171 MODULI 4EBB "1828—CALL" GARAOX 8TnXCk RIGHT PAGM: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B �� 10/09/19 OCALM 1/4"=1'-0" 11mr mT s2