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750 NE 96 St (8)SKETCH OF BOUNDARY SURVEY SCALE 1" /'/2 7 Ci) / /mfr V -T;z: ,P ' y ': ,� 17.1_13v 0,10 1 40. /0 0 4 0,1.0 /4 7 " / - /cvy _ ' '� /ek, ;.✓v 1 75 �,� • It) t, T Jo 2,, ,3.60• — as v 1 ;,.. f m , 4 ) n /! j. 9 . r 0 1 , 5 1. k,'''0, o � 53 6/ A-2/ e 44 / eo • J. ij 3 )s - /; .73' Av./dd. �...! - *t# 1 G /e) BEARINGS HEREON (IF ANY) ARE REFERRED To AN ASSUMED VALUE Uf FOR . SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD ACCORDING TO THE N.F.I.P. THE SUBJECT PROPERTY FALLS WITHIN FLOOD ZONE: LEGAL DESCRIPTION LOT //e BLOCK l6 a SUBDIVISION: /" //c /r , /'c' g OF THE PUBLIC RECORDS OF 4,20 - ? LOCATION SKETCH SCALE 1" FoR: GA13RI EL RODR IGUEZ . Joa NUMBER: •..57 6,3 F.B. No. -- / ACCORDING To THE PLAT THEREOF As RECORDED IN PLAT BOOK / =: AT PAGE • ( SURVEYOR'S NOTES. Elevations are referred to N.G.V.DATUM. dench!ark No B- 50,Elevation 10.02 feet Locator- index.3250 S. ABBREVIATIONS. C.B.S....Concrete block structure. C/L Center line. COUNTY, FLORIDA. SURVEY CERTIFY TO: I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANOARDS AS S£t FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LANG SURVEYORS IN CHAPTER 21HH.6 FLORIDA AOMINISTRATIVE COOS. PURSUANT To SECTION 472.027, FLORIDA STATUTES. DATE Of THE F1ELO SURVEY: 'r" 4 ..) -• REVISION GATE: SURVEYOR'S NOTES: LEGAL DESCRIPTION WAS FURNISNEO BY CLIENT EXAMINATION Of THE ABSTRACT Of TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENT, AFFECTING THIS PROPERTY. THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN, LEGAL DESCRIPTION SUBJECT TO ANY DEDICATION, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. NO UNDERGROUND INSTALLATIONS OR IMPROVEMEN1$ -HAVE BEEN LOCATED, EXCEPT AS NOTED. NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL MANUEL I ELIPE PROFESSIONAL LAND SURVEYOR 9525 S.W. 150. S'P., MIAMI, FL 33174 PHONE: (305) 554-6592 IF ANY ANUS FELIPE PLS 4146 STATE OF FLORIDA 4 /V y qr c1), 4540 � /1/64 L. 4 t!r-A/ t 'yYA .. ., ...... .. v- - :w.i' . BUILDING & ZONING - ADMINISTRATION PLOT PLAN 4 NO SCALE /. L. f. ♦ 9 Subdivi�io�t ,2 S J / SEC. TWP. RGE, Of Metes & Bounds Plat book and Page No: / 1. Show existing buildings anctadditions. 2, Show distance from property lines to buildings and /or new additions. 3. Locate septic tank or sewer and electrical service. lo rEk ; 9" 1/4 T HR� EA - COL j _ _ 1=0L TS rt., c 1 .X 2 3 g VS X i I Jr0 3 - 10 f T 4xc !! 4 FA. 1 SCREW STRAP T. EOTTOM i'LAN END OF / PURLIN TYP, A BOLT \ 2XI /& 4 *� 1. : NC) (CP 1 a L 13E / 1 \._' 5/ 2— 1/4 EA L_ L DETAIL 1 JORDAN EQUAL !Y NGL Cr: TEK MS T HRiJ . PURL1N C;i SEE CET, U ALTERNATE DE CARRY ytti Du 130LT EA. POPLIN t # 1020 51 `a 2 x 2 '` X X i 2x3 SNAP COL, I M 1 rP, _Al EP z PURL' SEC 1 5-5 [ 12' TYP. 12'' -- - _ - - / -r�rr { �' I \ QTR \P ..- MIDSa/\ FC ( D. �, 1 R LIN 4.11 4 TYPE 1: _FOOF = AL� PU LIi\NS SAME 1 S -C \OL1 S -S / DET• U N x r coR COL SPAC, SEE "TA13LE DEL ►.i IX & .090 X11zST SPAN FO, D U PURLINS rs x r L El VAT 1 0 f' Ixax.o4o F 4- 1 /4 FOR TYPE II PUPLINS & TYPE I () PURLIN ROOFS 3-1/1 T14RU i OLTE OTHEI RC C F 1 ._- 2X2k I/ L_ EA 5tD` W/3 !/4 THRU ■-.CLTS 2 -1/4 LAC EOLTG EA. ANCLE - /‘o-lr 1 J t�s.' 1�.1 c. T> r 1 /4' sou- (' !Z`' TEK S \4 W /N L DETAtL__ (6 cnRRr BEAM .(025 .I N X Et 2 11 3.0 2 — LAG OR EY E DOLT '< < -' LAG IN EvPANSION OP, JOR' AN C -10R iv CMS VA.Jni IKi TEE 0 4 ivlcor 2 /2 %'� 4- SID - \J I E111\i R X)V= t' 1 U s l CArLE ALL . (r SIDE EA, CORNEA lAF_JLF z !,L C M — T L E. D._ I _-_ - -- -_ - ~ - - -- ==-= ----7- r ...411 � , ® S IJ E 0 - r -'_ o 5MS 2 4. IO SYS 1x2X 1/43L_ 1.44 - COK CR....re cl_Ae 015 Cpx I0 /i0 \x/ '\ - 4 \o E'X, PLIPL LI 1x2 O- !.1+ A4.:T rr, M S E C T`E 2x 2x TYP. .040 1 ? P. A _ R SECT I -1.2\ 1,1 - !� -- E ROOF • PO OF PRO E r 1ON t. 0 ' CAL1T 1' -d cAKT r. / 'E __._ ):EA) 0 GL '1Je ? C .. . 0 1 ...... > -,..........._—_'. i X 1L. 13 l (r R 1� A�� _L . BEAM If ** 10 zE F (e 1' " `x/ H 6. t■J T ii R t_ 1 (..4... �':_ U i N . 4 . > 4 . . . 4 ; 2 t tJ A t..'r 1....'1^ 1"A 11... 'v1 L{` t 3\ U Cz (a V./ ' t'■J 2 x 2 L. Or .D "I 2L > G.1 r,J C T., i , '. ,s h i 2' - cA 4.1 r DENIS TZHoLD,P.E. c �< DR AW N RD UC.T6N Di3 DESIGN vi�1 1LLtl +t I, • 11 COLUMN SPA Cv' _ rr t 9!1 MAX. 4fl `AA?LI {r L flee. r. - N� FsET x . H ,Y Y; i1 )CI., TH 4 4.. LA L ot:;Ni.i LTV 1• -: I: G &•. ZONING Uri-Aa r� :I : i DATED JUNE 1`1'71 • a •T ' 10 !'33 T'Z T L K iT ,i., rl�. ;,1;' � i NL .Its . <i.4 a • 1? I'3? . + ,tJLIJ, 2924- T4A1slot -A ; ti t_l' fi1G r..rikt . Ss r =rItL C C_',(k, "f• S; 2, ,4I `';,I4 'ROOF P : Iv Pr. ALLOY 3C; 3 -H16 ill 5(35 A t 3 . CC; f R i,+ IE TC L i ..cF ?5C0 C)1 1-1E,INFCR 313E1. IC) 6i :,r:C2 ,Er r„ Aa3 Ali ?°.i A ThN; IT,E S TRL.;S OF . C k 2, ; K6 i . r p } - + 1 +' 5. ALL, r: ee ' -k.M.`J , t U�R�L.rw: , ,',ARRS • DE }. ANCI I..;, Ni AN CARitf BEAM E.- TR1,'SIu ".S TO IV i 6e63 .-T6 ALL co; U' AID OTfL.R E TRtaION ;$ ttt T INDICATE:. TE:. S:iALL 5E 6(63 -T5 IBIS SIRUCAIR4 I SH� ,,) 1% 75;1 3I :40 E ) PEN ' 1 6,. t,l. }�� Vi U1� • ,. +n ri u fNO 1 Th PI iiO . Iry f'G,d31;i'I t i ` � IS v , r n Irv, -- , o 3IBL;i FFi11� ANY APP ,IC, TIC %1N 01' 11:16 r PLAN N1E3 9 1 13 lirr :ICY JL) . SCREEN R00 NORTH 1.11AAa1 13EACH y FLA a t- o, vAnx APPROVAL- EXPIRE=S JUL +0 1975 DA DE UCOCA ACCEPTANCE NO. - } x'72 - / CONSULTING ENGINEERS MIAM1 FLA,. OA 5 -10 -72 JOI6 NO. 727 DENIS BETZHOLD ASSOCS. T = _- « <<A.C.E.S Version 1..668 » »r - Hand cut : 73.08 viand j Comp cut » »: 37.13 Customer : GABRIEL- RODRIGUEZ D Project # Truss .ID 1168 .I Span : 23 -2 Quantity TOP CHORD 1- 2 = -2915 2 -3= -2580 3 -4= -2580 4- 5 = -2915 BOTTOM CHORD 5 -6= 2921 6 -7= 1973 7 -1= 2821 L. HL 10 PH:11 -11 -4 LEFT HEIGHT :0 - 3 - 14 LOADING L (PSq TOP 15 BOTT 20 10 WEBS 2- 7 = -432 3 -7= 690 3 -6= 690 4- 6 = -432 6 -4 , 11 -7 6 -4 5 -3 7 3x4 REPETITIVE LUMB PLATE = 1.10 USED REACTIONS - SIZE 1 = -1052 3.50 5= -1052 3.50 1 4x5 15 -1 7 -0 001448 1 - ««BEST.TRU,3S » » > = =_ 3.67 Hand assembly : 0 67 00 18 Comp asssembl Fri Oct » > 11 08:30:07 1991 Ti Top : 3./12 16 -10 5 -3 6 3x4 3x6 SPL. SPAN:23 -2 HISE:3 -2 -10 23 -2 6 -4 i 0 -3 23 -2 8 -1 R. HL TO P}{ :11 -11 -4 RIGHT HEIGHT :0 -3 -14 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 4 -5 =0.656 TOP CHORD:2 *4 No.2 19 SP BOTT DEFL. @6 =0.0158 <3L /360 WEBS : 2 *4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 P_ 'I ^r;.i ARE MITF'. M20- 258,216 MANUFACT;iRED c'R ii ASTM h 446 late) A GALVANIZED STEEL(EXCEr•r AS SHOWN) PLATE MUST BE INSTAT ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS AND SSBC,TBI -91 THIS DESIGN IS 80,2 TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT CR ENGINEER. (/ 7yr) Version 5.6B>>>> f 001449 1======<<«BESTTRUSS>>>>=== Hand cut>>„>>: 18.88 Hand jig>>>>: 21.65 ' Hand assembly>>»: 15t05 Comp cut : 8.32 _ , Comp asssembly : 0.00 Customer : GABRIEL-RODRIGUEZ Fri Oct 11 08:30:28 1991 Project #: 1168 Truss ID : T1A Family. # : 104 Span : 23-2 Quantity : 3 Top Pitch : 3./12 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2=-2915 5-6= 2821 2-7=-432 1=-1029 3.50 2-3=-2580 6-7= 1973 3-7= 690 5=-1052 3.50 3-4=-2580 7-1= 2821 3-6= 690 4-5=-2915 4-6=-432 3x6 1 8-1 8-1 L. HL TO PH:11-11-4 LEFT HEIGHT:0-3-14 6-4 11-7 1 1 16-10 23-2 6-4 5-3 5-3 1 6-4 4x5 2x3 3 2x3 a 7 3x4 3x6 SPL. SPAN :23-2 RISE :3-2-10 15-1 7 -0 6 3x4 4 3x6 5 23-2 8-1 R. HL TO PH :11-11-4 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1 TOP CHORD:2*4 No.2 19 SP TOP 20 15 BOTT 5-6=0.873 BOT CHORD:2*4 No.2 19 SP BOTT 0 10 DEFL.@6=0.15 < L/360 WEBS :2*4 No.3 19 SP STR.INC.: LUMB = 1.10 PLATE = 1.10 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITER M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ( - ‹ - 1?nWING » » = _= e -- [ 001450 ] cut »» : 7.48 Hand jig »» : 10.99 Com cut • 2.60 Customer : GABRIEL- RODRIGUEZ Project #: 1I68 Truss ID : GE1 Span : 23 -2 Quantity : 1 NOTES: 1 -Gable studs spaced at 24 inches o.c. 2 -Brace vertical studs.in accordance with standard gable end detail 3 - Continuous bearing provided along entire bottom chord 4 - Provide 2X4 plates at each end of gable stud unless otherwise noted 1 ? -3 6 -4 i 11 -7 1 16 -10 I 23 -2 + 0 -3 6 -4 5 -3 5 -3 6 -4 4x5 3 3x6 LOADING (PSq TOP 20 15 BOTT 0 10 7 8 -1 7 -0 L. HL TO PH:11 -11 -4 LEFT HEIGHT :0 -3 -14 SPAM:23 -2 MAX STRESSES DEFL. @0 =0.00 < L/360 STR.INC.: LUMB = 1.10 PLATE = 1.10 REPETITIVE STRESSES USED ««BEST . TRUSS »» Hand assemblyy»» 4.71 Comp asssembl : 0.00 Fri Oct # 11 . 08: x 330:47 1991 Top Pitch : 3./12 3x6 1 f I 1 `- _, __ - 5 6 3x6 SPL. 23 -2 8 - R . HL TO PH :11 -11 -4 HISE:3 -2 -10 HIGHT HEIGHT:0 -3 -14 MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.2 19 SP BOT CHORD:2 *4 No.2 19 SP WEBS :2 *4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 PLATES ARE MITER M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND SSBC,TPI -91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. -- =< <«A.G. H S;Wersio1 54,6B »» f 001451 Hard ( >>>>: 2.17 Hand _jig»»: 3.19 Com cut Customer : GABRIEL- RODRIGUEZ Truss ID T1B Project #: 1268 Span : 7 -4 Quantity : 1 TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1 -2= 0 3 -1= 0 1= -339 3.50 2- 3 = -246 3 = -317 3.50 0-3 7 -4 7 -4 STR.INC.: LUMB = 1.10 PLATE = 1.10 REPETITIVE STRESSES USED 7 -4 7 -4 11 « «BES`1'.TRUSS »» Hand assembly >>>>: 1.37 Comp asssembl : 0.00 Fri Oct 11 08:31:07 1991 Family # : 204 Top Pitch : 3./12 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1 -2 =0.885 TOP CHORD:2 *4 No.2 19 SP TOP 20 15 BOTT 3 -1 =0.253 BOT CHORD:2 *4 No.2 19 SP BOTT 0 10 DEFL. < L/360 WEBS :2 *4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 2x3 3 3x4 L. HL TO P}(:7 -6 -11 LEFT HEIGHT:0 -3 -14 SPAN:7 -4 RISE:2 -1 -14 HIGHT HEIGHT:2 -1 -14 ;LATES A?.L .•L.NUFACfU RLD FROM AE•.M :. 446 GRD A GALVANIZED STEEL(EXCE?T AG GNOWN) PLATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND SSBC,TPI -91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALW.AY3 REQD)CONSULT BLDG ARCHITECT OR ENGINEER. , A= " < <.«DRAWING » » - - -- -- • t , 001452. I Hand cut »» : 2.17 Hand jig»» : 3 . 9 Hand Comp ut 0.76 Comp Customer : GABRIEL- RODRIGUEZ Project #: 1I68 Truss ID : GE1A Span : 7 -4 Quantity : 1 NOTES: 1 -Gable studs spaced at 24 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 - Continuous bearing provided along entire bottom chord 4 - Provide 2X4 plates at each end of gable stud unless otherwise noted { 3x4 1 L. HL TO P}4 :7 -6 -11 LEFT HEIGHT:0 -3 -14 SPAN:7 -4 LOADING (PSq TOP 20 15 BOTT 0 10 MAX STRESSES DEFL. < L/360 STR.INC.: LUMB = 1.10 PLATE = 1.10 REPETITIVE STRESSES USED 7 -4 7 - 4 - 7 -4 7 -4 ««BEST. TRUSS » » =_ =x assemblyy»»: 1.37 asssembl : 0.00 Fri Oct #11 1991 Top Pitch : 3.712 MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.2 19 SP BOT CHORD:2 *4 No.2 19 SP WEBS :2 *4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 3x4 3 3x4 RISE:2 -1 -14 RIGHT HEIGHT:2 -1 -14 PLATES ARE MITER M20- 258,216 MANUFACTURED FROM ASTH A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND SSBC,TPI -91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. TOP CHORD 1- 2 = -2048 2 -3= -1544 3 -4= -1544 4 -5= -2048 = <<< <A.C.E.S Version 5.6B »» - -( 001453 1 ««BEST.TRUSS » »= Hand cut » »: 33.07 Hand jig » »: 33.33 Hand assemblyy» »: 30.40 Com cut : 16.80 Comp asssembl : 0.00 Customer : GABRIEL- RODRIGUEZ Fri Oct 11 08.31:40 1991 Project #: 1I68 Truss ID : T2 Family # : 103 Span : 17 -5 Quantity : 8 Top Pitch : 3./12 3x4 1 LOADING (PSF) L D TOP 15 BOTT 20 10 BOTTOM CHORD 5 -6= 1981 6 -1= 1981 4 -9 -14 4 -9 -14 WEBS 2- 6 = -506 3 -6= 477 4 -6= -506 8 -8 -8 3 -10 -10 REACTIONS - SIZE 1= -793 3.50 5= -793 3.50 4x5 8 -8 -8 8 -8 -8 L. HL TO P}(:8-ii-ii LEFT HEIGHT:0 -3 -14 STR.INC.: LUMB = 1.10 PLATE = 1.10 REPETITIVE STRESSES USED 6 3x8 12 -7 -2 3 -10 -10 3x6 SPL. SPAN:17 -5 RISE:2 -6 MAX STRESSES TOP 1 -2 =0.285 BOTT 5 -6 =0.778 DEFL. @6 =0.08 < L/360 17 -5 4 -9 -14 SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 MI 17 -5 8 -8 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.2 19 SP BOT CHORD:2 *4 No.2 19 SP WEBS :2 *4 No.3 19 SP 3x4 R. HL TO PH :8 -11 -11 RIGHT HEIGHT:0 -3 -14 P1ZTES ArZE MITEX k20- 25,216 MANUFACTURED FF ASTM A 44E 0:::) A :.,..I. ANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST 3E ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND SSBC,TPI -91 THIS DESIGN IS FOR TRUS% ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT OG ARCHITECT OR ENGINEER. == < « <DRAWING »» -__[ 001454 1 Hand cut »» : 5.19 Hand j ig »» : 7.63 Comp cut • 1.81 Customer : GABRIEL- RODRIGUEZ Project #: 1I68 Truss ID : GE2 Span : 17 -5 Quantity : 1 NOTES: 1 -Gable studs spaced at 24 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 - Continuous bearing provided along entire bottom chord 4 - Provide 2X4 plates at each end of gable stud unless otherwise noted 10 -3 4 -9 -14 1 8 -8 -8 1 12 -7 -2 1 17 -5 10 -3 4 -9 -14 3 -10 -10 3 -10 -10 4 -9 -14 4 3x4 '-- '` - 3x4 1 - 5 1 L. HL TO PH:0 -11 -11 LEFT HEIGHT:0 -3 -14 SPAN:17 -5 LOADING (PSq TOP 20 15 BOTT 0 10 8 -8 -8 8 -8 -8 MAX STRESSES 4x5 3 6 DEFL. @0 =0.00 < L/360 STR.INC.: LUMB = 1.10 PLATE = 1.10 REPETITIVE STRESSES USED 3x6 SPL. <<<<BEST.TRUSS>>>>=== Hand 'assemblyy» »: 3.27 Comp asssemblx : 0.00 Fri Oct # 11 . 08031:58 1991 Top Pitch : 3./12 17 -5 8 -8 -8 R. HL TO PH :8 -11 -11 HISE:2 -6 RIGHT HEIGHT:0 -3 -14 MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.2 19 SP BOT CHORD:2 *4 No.2 19 SP WEBS :2 *4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 PLATES ARE NITER H20- 258,216 MANUFACTURED FROM ASTH A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND SSBC,TPI -91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. =- :=«� <DRAWI.NG»» [ 001455. 11== Hand cut »» : 5:19 Hand jig »» : 7 . 6 3 Com cut . • 1.81 Customer : GABRIEL - RODRIGUEZ Project #: 1I68 Truss ID : GE2A Span : 17 -5 Quantity : 1 NOTES: 1 -Gable studs spaced at 24 inches o.c. 2 -Brace vertical studs in accordance with standard qable end detail 3 - Continuous bearing provided along entire bottom chord 4 - Provide 2X4 plates at each end of gable stud unless otherwise noted 1 1 -3 4 -9 -14 1 8 -8 -8 1 12 -7 -2 17 -5 4 -9 -14 3 -10 -10 3 -10 -10 4 -9 -14 1 4x3 3 _--�- 4 3x4 _'-= _ - ---_ _ 3x4 8 -8 -8 8 -8 -8 L. HL TO p](:8-ii-ii LEFT HEIGHT:8 -3 -14 SFAH:17 -5 LOADING L (PSF 1 ? ) TOP 15 BOTT 20 10 MAX STRESSES DEFL. @0 =0.00 < L/360 STR.INC.: LUMB = 1.10 PLATE = 1.10 REPETITIVE STRESSES USED 6 1 3x6 SPL. = =« «BEST. TRUSS > » > = =_ Hand assembly » >>: 3.27 Comp asssembl : 0.00 Fri Oct 11 08:32:16 1991 Top Pitch : 3./12 17 -5 8 -8 -8 R. HL TO PH :0-11-11 RISE:2 -6 RIGHT HEIGHT:0 -3 -14 MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.2 19 SP BOT CHORD:2 *4 No.2 19 SP WEBS :2 *4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 PLATES ARE MITER M20- 258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND SSBC,TPI -91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. cut>.:: L.09 Comp cut : 0.38 Customer : GABRIEL-RODRI Project #: 1168 Span : 3-6 [ 001456 j-----=--- ---<<<<BEST.TRUSS>>»=== Hand jig>>>>: 1.o0 Hand assembly>>>>: 0.68 Comp asssembly : 0.00 GUEZ Fri Oct 11 08:32:33 1991 Truss.ID : M1 Family # : 204 Quantity : 1 Top Pitch : 3./12 --- NOTES: 1 -Gable studs spaced at 24 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 -Continuous bearing provided along entire bottom chord 4 -Provide 2X4 plates at each end of gable stud unless otherwise noted i 0-3 1 3-6 3-6 3x4 1 LOADING (1 TOP 20 15 BOTT 0 10 L. HL TO PH:3-7-5 LEFT HEIGHT:0-3-14 SPAH:3-6 MAX STRESSES DEFL. < L/360 STR.INC.: LUMB = 1.10 PLATE = 1.10 REPETITIVE STRESSES USED 3-6 3-6 x4 3 3x4 BISE:1-2-6 RIGHT HEIGHT:1-2-6 MINIMUM GRADE OF LUMBER TOP CHORD:2*4 No.2 19 SP BOT CHORD:2*4 No.2 19 SP WEBS :2*4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 PLATES ARE MITER M20-258,216 MANUFACTURED FROM ASTH A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, SY)4METRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS AND SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEZR. = «< : .0 E S Version 5.6B> > > = =_ =j 001457 ^��t» »: 4.96 Hand: jig> > >': 0 .59 Fds=n . 2.18 CUs tomer : GABRIEL- RODRIGUEZ Truss ID P1 Project #: 1I68 uantit : 2 Span 7 -11 4 y Seat cut : 0 -0 TOP CHORD 1- 2 = -295 2- 3 = -527 3 -4= -517 BOTTOM CHORD 4 -5= 528 5 -1= 0 3x4 L. HL TO F}4 :5 -0 - 13 LEFT HEIGHT:1 -6 WEBS 2 -5= 511 3 -5 = -59 4 -11 4 -11 REACTIONS - SIZE 1= -343 3.50 4= -343 3.50 ( 3 MAX STRESSES TOP 2 -3 =0.425 BOTT 4 -5 =0.199 DEFL. @5 =0.01 < L/360 4x5 4 -11 4 -11 ;:and Comp SFAN:7 -11 RISE:2 -8 -12 ««BEST. TRUSS »» =_ a sembl > > »: 3.95 a ssemb1y : 0 Fri Oct 11 08:32 :50 1991 Family .# : special Top pitch : 3./12 7 -11 3 -0 { 7 -11 3 -0 INTERNAL RISE :1 -11 -12 R. HL TO PH :3-1-2 RIGHT HEIGHT:0 -0 { MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.2 19 SP BOT CHORD:2 *4 No.2 19 SP WEBS :2 *4 No.3 19 SP LOADING L (PSBR TOP 15 BOTT 20 10 STR.INC.: LUMB = 1.10 PLATE = 1.10 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 ?LA' +LS e...: M1TLX M1u-2:",21 MANUFACTURED TROM ?3TF: A :46 Gi,D A (ALVANIZzo STEEi.(EXCEPT AS SboWN) ?LATE MUST BE INSTALLED ON BOTH FACES OF JOINTS, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH ESIIGGNSPECSI AND NDT ENGINEER. THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD) CONSUD 4 ,'' -f rt^I0np ,'x4 `1c?, Z•..:r%Ur 1 ?. 1" F�'J(. i�.c•ft1.' c to L'« fr;iI J orit>at fd ai Of- Dims' t ,et .r t!E.r..4i yt `� 2X I• -!o 7 _f±:Q '134 s2t�1 f'rtilU sf.r sit t 4wntirrt,;01hirwida . 00sctftad . bi dtrhsns+ont .zvatAlAg i,nots and 1111t(.41 -*1 grain. J:.tnit to be find tttRrty to ithtr rJfvtil issth ors ; imba,ded °, to thf ? wool, ,C: t re l.oQitrij (PSF) To;. Ghana tarn 30.0 sup : : , :,rd Dead s�uc� i�rt 16 t) 4x+ 'tKV� SPA agA4z AEA1 5y' Tgu65 Tof ci- 1'O•t'L!� .6 r,�� r2 t. O. Y, ,i Oe l �pr irtc >>t;4.ts conform :ri1h �*rD3 tldtttp spr,ittcoftula,'a�nd . •TP1 70. - b9--46G ', .4GArh15.r FI Cl" Tt t' t r rj 7 f t F�G'417 , .k'. APrl�t GtJ i�+l i►t -'t' Fr"', `vPe,6 EI<C EEQi t<41 :3:' — tom' fr E4EriGr•1T .'Z'S 4 ', L AT c ({ L% L Y� f. ?.i1L:J Fl C C2 Gc /./ .lr" � 1 Lttrl Pit �`c. vek- - r4,&L t 1E:t 1QJ� ' .}CGE.. p i3 -" to • - =' � x4 1 �r�.�t( '1. - f v 1 1 t rl t1�UC U 1 RA :A.6e '1�J�� ,I� .� h)A 1t At-lp rc r14lLet) - rorrp Cftc;t fP Cr- stt�. 4 4T rkZ��5 (err' v?)<1rt_t 1 t) 3x4:# 2 rt' rr'P14741. XEE JAW iy •Ae r 5 J 1r) ID : t` - rl n , La - ` { (- - V r 0 ,4 is :x7 :ta k V) () 2X3 I ;` i 2 ''',1.- t : c y C)YG) C -i IT] :1• At•VIDAP-0 - k1417 3 F(.0sit. l rd 0IJSTF1t r: R tr - .' . r` r) k i,l t- r= :t.fr) 4 • R !.s't`rotAL` * gAG i rtG sG4 MAX F..l�lr it f `ENt;INEIR y ' 13653 L WQ D S4-1 A t4 1 : (1-0`40OF $RAC4 Dtrtgrtsd by Chocked br. D'ts ctilthp • p�;r ofid r bueidllnt, do wiry -. lrtir!toitdt'n to =, orbid , dorndgs. C•n+Lsr " di et:4+4i on this dr mrtnq t1 tnot rrc {root; .3* Iar norrng1 tandlitons.'al loodtn9 a fnEirtcat)Oi• Cclitt>if mot tr "t. revised di Ina G/ tilt tabr1cVfC4" . cis '4 rch11&it. Trusseststored =horizontally ."should; supported`on Mocking ,- l }a AiG�R F A D�N'GER�signate� �a' =corir�it,on. wherefailuretofollowinstruci lonsorheedviarn , s ir g wlll most 1 hiesult t e fo 's person I £t J u n or death or;dama a tosiructures", russ,es. stored vertically .should,i raced to prevent toppling or DANGER xWaiidr g trusse 7V41ich f atisextt r» ly da n �erous a ndst�ot ld )3e prohibited i s .saf alrt e s is =zused .t att ract ? attenti 1PER IV {? lou.see this symbol ABECOME ALERTHEED ITS ESSA CAUTION Ae„C4U710 Ntidentif1es safe xopera tmg practices orind icates unsafe;conditions that`couid e'sult tn; persorialtnJurycori' 'to�struct(irks 1.1 I 91 u m mar-y_ eE COMMENTARY (andiREC,OMMENDATIONSrfor HANDLING;; INSTALLING' &BRACING METAL PLATE CONNECTED WOOD TRUSSES ' ` ``_ ey Madison, Wisconsin 53719 It is the responsibility /of the builder, building contractor, licensed erector or erection contractor to properly handle and install metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material, TPI does not . intend these recommendations to be interpreted as `superior: to the project, de Architect's or Engineer's signspecification for handling, installing and bracing wood trusses for a'particular roof o These recommendations are based upon the collective experience of ieadingtechnical personnel in the wood truss industry, >'AUTION , Theh e: uilder tiuiIdir gcontractor ;licens co ntractor erector ,orrerectiontcofitractor3 ad vised to obtain an`df read th`e_entlre; booklet "Cohi mentary and Recommeridations forHandling, ii_ stall_ingj &:Bracing Nleial PIate Connected£Woo� russes HIB =91r from "th SiTruss Prate Ihstitute TRUSS STORAGE WARNING IAiWARNI pdescribesratcon'dition i result `severe ersonaltn'u or lama eto structures: TRUSS PLATE INSTITUT 583 D'Onofrio Dr.; Suite 200 - -: (608) 833 -5900 but must, dui to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer, builder; or contractor. Thus, 2. the Truss Plate Institute, inc. expressly disclaims any responsibility for damages _arising from the use application or reliance on m the recomendations and - information - Contained herein by building designers; installers, 'and ; .`_ `others Copyright, ®, b`y Truss Prate Institute, inc' All rights - reserved.. This" document or any part thereof must not be reproduced in any.forni_without the written permission of the publisher. Printed in the United States of America. UTION 4Ailitemporary bracing should befno' ssithan gradermar ked1 tumb' eraAll con ,nec ons should be made with •mmlmum of 2 =16d nails:? All trusses assumed 2'.on= centeror iessAii multi spiy tru"sse "e_should be`;connected together in -ac=; cordari;cewith design drawings prior to intallationl Approximately Approximately, '/a truss length - " '/: trussIength', Truss spans less than 30 Approximately '/2 to Y3 truss length - - Less than or equal to 60'. Less than or equal to 60' Approximately 1 /:to Ystruss length irAVAiifillNG t pnotiliftsingiet y y ; =�greaterihari 30 by�he peak UTION Tempgra iirac(ng1 this summary sheet isradequate for the installation'_ofa rus0'03w th similar configurations`' Consult 3registered engineer tho different-= >raci ngTe - i angement Is'deslred ;The engineerzmay 'design bracl in accordance with TPI's �ecommended�D'esrgn SpecificaUonsfor3Temporary Bracing, of {MetahR } Wood = M russes DSB 89 and rn some cases determine'fhat a wider. acin .is os`sibl =a GROUND BRACING: BUILDING EXTERIOR ngback/ aderBar 10' 10' I� Approximately V3 to Y. truss length Greater than 60' Vi to 'truss length Approximately Typical vertical attachment CAUTIO 4 GXou nn d ° rac ng E Typical horizontal tie member with multiple stakes (HT) " ARNING r U not tattach'ca );es ch`ai� }s ooks to the4.web, members. Spreader Bar Toe In — — AL. GROUND BRACING:BUILDING INTERIOR croundbrace 'at eiai (Ci36) 1 truss of brace4 group 04 trusses SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS)' TOP CHORD DIAGONAL BRACE SPACING (Das) [# trusses] SP /DF SPF /HF Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' . 6 4 Over 60' See a registered professional engineer SPAN MINIMUM PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [ #trusses] SP /DF SPF /HF Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer OF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required Attachment Required 1 10' or Greater All lateral braces lapped at (east 2 ' trusses. Continuous Top Chord Lateral Brace —� Required 10' or Greater SP - Southern Pine SPF - Spruce- Pine -Fir 12 - _ - 4 or greater All lateral braces lapped at (east 2 trusses. DF - Douglas Fir -Larch WARNIN G Failuretofollowttieserecornmendationscou tdresultrn severe personai_in'tury'or,damage to trusses or: buildings a SP - Southern Pine HF.- Hem -Fir - SPF - Spruce- Pine -Fir 12 s I--- PITCHED TRUSS 5 SCISSORS TRUSS 12 - 1 4 or greater �-- Permanent_- continuous lateral bracing as specified by the truss engineering. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. 1 WEB MEMBER PLANE l Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 BOTTOM CHORD LATERAL BRACE SPACING(LB& 15' 15' BOTTOM CHORD DIAGONAL BRACE SPACING (D8& (*trusses] SP /DF 20 10 SPF /HF 15 7 4/12 15' 6 4 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir All lateral braces lapped _at least 2 trusses. BOTTOM CHORD PLANE J WARN1NG F?I( uretofolloWthesereco�nrilendat ionscouldresultin _ Y severe peisonakln]ury or damage_to trusses or:b lild Cross bracing repeated'� at each end of the building and at 20' Intervals. SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONALBRACE SPACING (DB [# trusses] SP/DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF • Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir s f The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 4x2 PARALLEL CHORD TRUSS:TOP CHORD 0 End diagonals are'essential. for stability and must be dupli of both ends of the truss system. 2x4 /2x6 PARALLEL CHORD TRUSS 1 p 20 'o - m s) T r SPF /Hp WARNING FailuretofoltowtheserecomineridatlonscouldX�sultln severe onal Injury or:damag'e_to trusses or buildings End diagonals are esseritialtor` stability and must be duplicated of both ends of the truss system.. '• Continuous Top Chord Lateral Brace — —r Required I i 10' or Greater N� Attachment / Required 30' or greater Continuous —� Top Chord Lateral Brace Required i - 1 10'orGreater Attachment Required .1' 3W Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [it trusses] SP/DF SPF /HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer D(in) D /50 ° " D(ft) 12" 1/4" 1' 24" 1/r 2' 36" 3/4" 3' 48" 1" 4' 60" 1.1/4" 5' 72" 1.1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' L(In) L/200 L(ft) 200" 1" 16.7' 250" 1 -1/4" 20.8' 300" 1 .1 /2" 25.0' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4' 12.5' DF - Douglas Fir -Larch HF - Hem -Fir MONO TRUSS` Diagonal brace also required on end verticals. PLUMB SP - Southern Pine SPF - Spruce- Pine -Fir WARNING:, Failuretc oI!ow theserecornmeridatTors could result in severe personalii jury or_damageto trusses or btilld Truss Depth D(in) ":Maximum Misplacement ±' /." { { F Lesser of D /50 or 2" Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. INSTALLATION TOLERANCES ±y; 1 ±'/4" Frame 6 12 • — 1 3 or / greater Length L(in) All lateral braces tapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required BOW L(in) t Lesser of L/200 or 2" c L(in) Lesser of L/200 or 2" OUT -OF -PLANE INSTALLATION TOLERANCES. - ; Al Tt1,14014 11..CIEK ALE 044,ENSIONt OVEA3.1ANO$, PITeN, el H. t( ORS OflOgRINO T11U3313 11'13 VOc.1/ 10014$1.0itiri 10 064 04_44 tAus, PLAH , • tio tu- I ff, P1.T;t000 /41/0/41alEOVIA1.0 RUSSES OYU 40 sITAII.A110113E.PER1013 • spEctAt INSPEt TO) REOti IREO P 1. Oft AREA T tcr ;Lir tc 4os.11 if GtROL/IS sysrES r* a trLREIE iFELIBETOTROLAS TO al/1411.14Nto v504 lad Pati.S Al , r - Q ALQ14 CoORS , 19.111) 443 TROOERECI CA 19714 stOES !PIA* fOu 91101.915iROER3 tiliPti WETS AT 24' NTT QV OilOPO PA At P P.14E1. P01111 ALON , 3tO/C..rocotta - RiQUIFika • 2.0t1 Ett4 vtatteLd *as o s SaAtt3tvt./Av r A1 Pala. 43 OT.ORE13 '14 90..p M Ctit:ER T3 Sti9tA.11 LATERAL *IttO tcAOS. II* t.E01;00 8 r • .•■• 4.11e1 41. k....se rot 4.4.44.44.4 1 FOR Ti l ikiNfit•F OF cOCAVON up. TOP ‘r VAN U$ O °, ANCHOR tFRAFPAT oc14 NOS ATtI5 *1TH tipits fait, si)40 TO as sLf0 kto NAJLt° FAA $iOs WITH Tilt (1) 14 ciA414p1 Likt ivORIcCNO i,9?.0 yeti/I EACH. $1,1,01: auitoig. R(JI TQ Aft0111.1 OR ENOANEER F0140M91.gri It it COWN Itil0V1310/13 /014 Tif,StAkk WALE ANO FOLJNOATioNS tONOITIONt • - ..•";• ' • I is _ . _ . r , . *c> q,e ••••••■••••■•--. r A114.- 1.4.41. ••• A...COW .4 ,4■4, *Y. .4,4 fp. Will414 few.. ... .....44 4. " . .`, I zart.......4 - . 4 II • " tt 0 ' , • . . , . •Lftft (ikicie.iRt}ssts UP TO 45 ( SpAt4 1 .43111HUG1-1E3,4NA 113 Za13 AOIST HAN0EFt '0 APPROVE!) 34MarAl), AT( Q q1ROECI WI THISP 4.133 ca;.. led N,A114114 pp4 I 0. no L.33.QRKINO LOAO 00 WriW AAD 664 t113. WOAivN L'.)AO IJPtIP T APPROVAL NO. 31903 lc? SUPPLIED clY 8E3 T TRUSIC . }QA c1 r lir Sfoekti .j$( IAS.C41 'HO 1At4O ER OR APOROVE2 SAWA PATO TO iGit OARR1ERI(3.itl t' 90. 164 hitt S. 4/1ROVNt. N3 1*1 94P1.011141 Kiss CO. F^:18 C(.101tA 4ACPV OP &NO itti Q$1 RA KS 221 et) 01 FROitE,2 1P.$1 Eli WON (q) 44 INTO SifiOER ASO 63 41 ' tak; 0410 bo,0 L93, *OFil(iNOLOAD 0004*M3.40. L8, L14(3 LOAD LAO t NOt, 5'* $I kOtito, al patlf.A. • 4 # .1 ' C it 1 1 . , ' . " .., • - '''. ; ' ; ' . z - , ,': '' . : • ' " ,‘ '••„: • , ) -, R01,SI4N OP 'Mt SHOO ORAWINO .13'i P116114310/01. E.NOINEC( It IN comeLLANCE _ OP POt1Cir NO. 3 METRO OA1 COUNTY ey,R.OINO AND xortistallpF.PA.AnAENT ANo EA) ALI. OVILPsNO CclOONENTS NOT FA8A.le 4' 0311T reuiS REfE0 TO ARCHirEot OR ENGINEER FOR CO4PLITI OQRAEt Or TH. IhfORMA1101 1 PROV,ICEO IN yk,Is SHOP pRAwaol win. ALS. OfHEIt tRADE9. SJAVOTVRAL SEAMS, WALLS AN0 FOUNOATION REOWREMENT$ 01 THE S.P ttc • _ . • ' ' /04114 SISTEMI F0 AC or sP WINNE) 1)1 Fajoilael iNfa WRNER.:Aca USE BA SOS FRATCA.S1 CLIP TOP. ANO 10110410R APPRO)/E0 SAVA AL TEN 11T14 LiCast i1) 64 ORS EACR. 2 103. *GRIN() LOAD DOWFillAPO PEA PALA.131 LB& *0811AO t CAD UPEJt FEN 9.4.1R 1.83. *0l'3 LqAct tATOM, ML-OUT POI PALA. APPKVAI. K05-161. 1..1 SuPP1.1€0 el.etvi...01. • 41 FOR pa C.0411 OF 0111 ijD Ce(RtER1 W. TO 41 SPAN ARO O.ROERS CARRY440 JD TO 101 S0101 TRiENTARY ROOF AREA (. TV) AILSCi4 AlfcriCit stwixt P.K.AE141. FASTER MTH (1. NANA srPms To BE BENT MO NA110 OP $q WITH Ohl 41)-164 RA& 1451 L611. 4/ORK.NO LORD UPL/t LICA APF'KtAt NGt 7$.1,11 %APPLE° 19 eidEDER. \‘1 1 1 11 C. 4 .. "T ` - z;;;;; - ; • F. i' � � . ,.__ r ._ • ( 4- * — / ; ;ij . ! ."4/:t:,'F' ys//p 4 ? /j, l:dl G0¢1it; is9.1ra./-' 1. 4:d :r Oftel. CC /44'6'. r ° 4,0044$ 14*&,e• Ott Et, • ble v <L dE1 AA !". , 4 i r kl >rre !a p. , 4 tt $ tnict /5 0,e. i • • 6 • r .; • � . J e ri { • H. • .1 l I— ; 2" 1- -t • N 4 • DOW . . 97ttcro • — • QkATON �.- ►o" • 0 3e 1 27-0" KJ0TH \/A 0 I /4 • • - - - - - -- - )'- 7" 1 -1 1 -0 „ L A k i/44- _ - _ c� 1 pcvST. wt7. g itlin. 0 • IO - ,� cr_c,1 -- - - -- - -.�... 4 5' q „ zip ' a - 3 • • • )-(411 I v' <v- �t Nevi coLINIPs 2-40A111" y ' •5Mco114 FIN . 671.1‘449 ALL vt,55 1 0 O • 0 0 • • �- ti • -. • ► • • to a -_ eyu5; i .1& KN.!. 1 1 ya/10v . 4.11"14 NiNtom" LL tO Ems, intat-L NC) rfr Y■I1S40:iiA 'm 1 1'lfi1l::i $ GONG. 51.K. v4ALL C'1` 14 AL) NEN 4" Wao0 5709 5700 IAIA1-1.. E, D2aiM 4 1 $1 -retb " t } 2 4 317 ret fl 1 1. 2Leo" 3 X !o • T Fitt• FL ooe FlAkt I /4' l u3 �Lo�Ci�A SOW 34'- A -5 *2 a 51- F -c, 3ATH , i i o „ 111[11•I11 s'-10" NEN S Cots. BLK. L WALL 4 3 -1 r L4AV. 1 SM :' 1 F0J. ite- . ' D 2.o1•/1 2- fwc t11 1 5oL!_1j -1 L VAT IOF4 4—flap f jc S H 2 - 5L dl 4' a" s►gt1 � a il 1/4 tO 11/. 1 4 ps.p4 2 -cc;A i/2'' st-icWTN F71- • STtto i ) L OCA77ON SKETCh' - - NO L�G11t t?SSCrirT10y: Lot 5 and the Last 1/2 of tot 7, Block SKIMS StCTIVI '7v. 3.. accord - irng,to the plat thereof as recorded in rtat Book racle 37. or the Nibl1c P.ecords Of trade County, rlorido (Lrga1 description rrewid*!d by client.) Certified to: Datran title, Inc., rtrst American Title Insurance Company lid Bankers Sarin ?r Bank 11•E. STzs • t'r• $ %v E VENT ____ FrZ~MOVE - 0c1ST c5 $ 4.t.. '2E1tJ5TAtL AF'f .t9 .rt10 v c¢ L.o �o 5a 52- 8" - Is' rc vi. 5' co+.tc. AtAu( ) t Ex1S ' Ir 2' Get-lc. ctl¢• & G u ~64 c;r1s1. FLR JL • • N � LeT '� 2 5 ' .t��a' ctvr. LS•' N 1 G}•1 10 1 t'l =NG1N G ex15T•4'1416 4 c13 tAtim.A. 'WSW 17. 1 CoNC • OQta'>:= - SITE FLAN T i `-•1fr � Y11,+iGj a f9.-. ** IN (.Atir ! q t� 0 J±r` este !NO 'A ,JtQ12- 3 /4)1 ' I.i1+■ 1G;�1 ?z - tl ), ;o - w•: '~ t. W 1 n v rte' : =1" 7:7 ;1 0 0 u z 0 1, ALL FLOORS & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN, 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 2. ALL REINF, STEEL TO CONFORM TO A,S.T,M 615 GRADE 60, 3 ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL 4. NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS EXCEPT CLEAN SANDS OR ROCK. WHICH SHALL BE COMPACTED TO PROVIDE A SAFE BEARING CAPACITY OF 2000 PSF, ANY ORGANICS, MARLS, CR OTHER TYPES OF DELITEROUS MATERIAL ENCOUNTERED ON EXCAVATION SHALL BE REMOVED ( DEMUCKED) IN THEIR ENTIRETY, AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE SOILS AND COMPACTED IN 12' THICK LAYERS WHERE THE CONTRACTOR CAN NOT REMOVE THE ORGANICS, DUE TO WHATEVER CAUSES, THE POOL SHALL BE REDESIGNED FOR PILINGS. 5. IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEETING AND /CR SHORING OR OTHER METHOD AS REQUIRED, THE DESIGN ENGINEER ACCEPTS NO RESPON- SIBILITY FOR THE SAFTEY OF EXISTING STRUCTURES, 6, THE DESIGN ENGINEER ASSUMES NO RESPDNSIBLITY FOR POOL CONSTRUCTION IN EASMENTS CR REQUIRED SETBACK AREAS, PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED, POOL CDNTR. SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES, IF NECESSARY POOL CONTRACTOR AND /OR OWNER SHALL VERIFY LAYUDT SHOWN AND ALL DIMENSIONS PRIOR TO CDNSRUTION. 7, CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE MIN, CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY, IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER 8, POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH THE LATEST US. GOVERMENT SAFTEY STANDARDS. 9 MAXIMUM TEMPERATURE OF WATER SHALL NOT EXCEED 102 DEGREES F. 3c r ' J j t 3 TURBO - SKIMMER 8' MAIN DRAIN (ANTI - VORTEX) IMPORTANT NOTE NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8' -0' DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING rT PIPING SCHEMATIC (' PRESSURE GAUGE AND AIR RELIEF VALVE P4' 1.7 MAXIMUM SLOPE IN SHALLOW END TO SERVICE PANEL — 48' MIN, if 8' MIN. LONGITUDINAL POOL SECTION _:GHT , wP CFI 10' TO 20' FROM WATER.: FILTER > 1 1 1/2' 30' '2! TC WATER LINE- MAIN — DRAIN SPST TOGGLE SWITCH 1 -2P -20 MOTOR /12 AMP 1 -1P -15 100' LIGHT 5 AMP WIRED TO SPARES IN PANEL L JUNCT'L� —12V TRANS BOX T -- E 1 r \ �POGL s 1 3 12 IN 1/2 COND. J 0 I - -- r NON-CORROSIVE COND. ?O'3_ AREA GROUND 'LIGHT. 1 HP PUMP & LINT STRAINER N.T.S. 6' N.T.S. WP MANUAL STARTER SWITCH NOTE 1 HP PUMP MOTCR ALL ELECTRICAL SHALL CONFORM Q ,P., F 10. MIN 4' FENCE 'WITH SELF - LOCKING GATES REQ. AROUND ALL UNSREENED POOLS. WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALLS CR BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED, THE WALLS SHALL BE IN GOOD CONDITION NOT PERMITTING ANY SHIFTING OR REMOVAL CR LOOSENING OF THE SUPPOR- TING SOIL AWAY FROM THE POOL, IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED CR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERTY OWNER, WHEN EXCAVATING FOR THE POOL, THE SEA- WALL TIEBACKS SHALL NOT BE CUT, NOTIFY THE ENGINEER FOR INSTRUCTIONS, WHEN CONC. DEADMEN FALL 'WITHIN THE EXCAVATION. 12. THE CONTRATCR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DIS- TURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ANY ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK LAYERS EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 11. 13. `/HERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN ON THE TYPICAL 'BALL SECTION DO NOT APPLY PATIO DESIGN SHALL BE BY OTHERS. 14. WARNING TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY OTHER REASON THE HYDRO - STATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD, THE OWNER MUST CONSULT A POOL CONTRACTOR CR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES 15, THIS PLAN REMAINS THE PROPERTY OF THE DES- IGN ENGINEER IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEER. 2 -43 CONT — COPING TILE \ . ,: WATER LINE 0 6' MIN VERTICAL \ 2' -3' SHALLOW END 3' -0' DEEP END APPROVED FINISH 1 T 6' MIN, HYDROSTATIC VALVE 1 1/2' \ WELL POINT THREADED PVC PIPE #3 AT 10' O.0 E.W. BOTT. CENTERED 4' CDNC DECK W/ SLIP RESISTANT TOPPING (W /6 X 6- W1.4 X 'W1.4 WWF) ON COMPACTED FILL WITH ALL ORGANIC MATERIALS REMOVED ( SEE GENERAL NOTES TYPICAL WALL SECTION (FOR DEPTHS TD 6' -0') N.T S REMOVE GRATE AND WELL POINT VALVE FROM MAIN DRAIN, AND ATTACH AUXILLIARY PUMP LINE WHEN EMPTYING. WELL POINT DETAIL DETAIL C]F STEPS SLOPE -x - x -x ---- x- 8'X8' CDNC, FTG \ '11/ 1 #5 CGNT. 2' COVER (CENTER) 6' TOP & 6' BOTTOM V/ 43 AT 10' O.C. EACH WAY. STEELTEX FORM, KRAFTBCARD CR EQUIV GRATE TO BE FASTENED WITH SCREWS _ 18' CONC, STEPS 3/4' ROCK BED ( MIN, 3 YDS. ROCK TO STABILIZE SOIL.) N.T.S. PEJEL_ DATA & EQUIPMENT SIZE & DEPTH' 15' X 30' CAPACITY: 11,747 GAL PERIMETER' 77 LF PUMP: 1 HP FILTER 0-1100 HAYWARD QTY RETURNS :3 TILE' 6' STANDARD LIGHTS 1 HALOGEN COPING' BULL NOSE -BRICK SWIMOUf: 18' X 48' CLEANING LINE YES CHLORINATOR' CL -200 HEATER' - TYPE OF PATIO' BROOM CDNC /339 SF DOD AS NEEDED EXIT RAILINGS NONE POOL FINISH MARBLETITE TURNOVER 12 HOURS ( MAXIMUM ) 326 HRS MISC' TURBO- SKIMMER, SOLAR RETURN TILE - (TYP ) 18' SWIMOUT DETAIL N.T.S 4 3' TO 6' 349 SF NOTE' PRIOR TO ELECTRICAL ROUGH ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO THESE DRAWINGS SHOWING EXISTING SERVICE WITH ADDITIONAL LOAD CALCULATIONS AND EXPECTED AS -BUILT CONFIGURATIONS IF DIFFERENT FROM THESE DRAWINGS. 32.00' lj M 75.00' 0 75.00' PROPOSED POOL SITI- 7uto kim SCALE: 1' = 20' 10.15' SOIL STATEMENT S ❑IL AT SITE IS SANDY AND HAS A 1000 PSF SAFE BEARING CAPACITY AFTER EXCAVATION AND COMPACTION SHOULD ANY MUCKS, MARLS, OR OTHER ORGANIC SOILS BE DISCOVERED ON EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, THIS POOL REQ. 1000 PSF BEARING CAPACITY, HYDRAULIC UPLIFT CC]MPUTATIONS FLOOD CREST ELV, FOR AREA = 6.5 TCP OF POOL ELV, = 8.0 BOTTOM OF POOL ELV. = 2.0 HYDRAULIC HEAD = 4,5 ALLOWANCE HYDROSTATIC VALVE _ -2.0' NET HYDRAULIC HEAD = 2.5 USE MIN. 6' THICK CONCRETE FLOOR SLAB LEGAL_ DESCRI LOT' 6 BLK: 68 SUBDIVISION MIAMI SHORES PLAT BOOK: 10 PG 37 PUBLIC RECORD OFIDADE COUNTY FL NOTE ESTABLISH PROPERTY LINES ACCURATELY IN FIELD, AND HOLD MIN, SETBACK REQUIREMENTS THE LOCATION POINTS, DIMENSIONS, AND CONSTRUCTION ITEMS HAVE BEEN DISCUSSED WITH ME AND I APPROVE CF THEM AS INDICATED ON THE ENGINEERED PLANS. EVERYTHING DISCUSSED BY THE CONTRACTOR AND THE POOL OWNER IS SHOWN ON THE PLANS, AND THERE ARE NO VERBAL AGGREEMENTS, IT IS UNDERSTOOD THAT ANY CONDITIONS CR CHANGES WILL NECESSITATE AN EXTRA CHARGE, POOL OWNER DATE T I MSL MSL MSL 18' X 48' RECESSED SWIMOUT \.✓/ TILED EDGE ('/ALL & SEAT) NOTE DECO -DRAIN AS NEEDED ✓.P G.F C I, • s -, 5 MD SOLAR —to RETURN , 1 \\ \ \ \ \ \ \ \ \ \ \ \ \ 7' \? . CLEANING LINE W/ VAC - LOCK P]CL PLAN SCALE: 1/4' = 1' -0' 1OR 7' EXISTING PATIO MN- NORTH RESIIE \CE 18'X 5' BENCH W/ TILED EDGE (WALL & SEAT) (TYPICAL) P 1 TURBO - SKIMMER — H \ 4 2' 1 1/2' % 1 A, YEKTA KAV?ASOGLU, P.K. { E OF FLOR DA #4131G MOW LkA 0 0 ce LLO 0 tt 01 z 0,.1 0 0 4 1 0 v c s — Nti.9V... st . r • 59 v! 4 1 <04 151 eind / ICI 5 m + .4 I _ k, G a C-. .sir P , LEGAL DESCRIPTION S LOT G dvI t7 /& . .SA Sr . - _ . o.r c 7 BLOCK log 0r / /4M/ ..f:NO/?£.n tav;c4. CCORDINGTC THE ° :AT TH =RED= AS RECORD IN PST BOOK /0 AT PAGE ? 7 r THE PJBJC RE-:CORDS O= .QOE COUNT ORIDc,. a lt / / l / ro � 9Q—S' e1C Boor / VA 0, Tr: ;4014: Irul a surer S' !M Df DOen. 01scnoec net too wax meat 1 SuDe YStOn and Mat the sues ryee' s the mmrmum Ieonn,ca, s'ancara F. set lanl DV IN- 1 F 9oaro Cl ororossrora- Snc s r evors m eraD,■• 51G t" "vn0;. Aomin,:rauvE coot • ourSuanl l0 section 472.027. For • STATE 0= ^_ORIDA Osca Baez usroo °_, N' 503z Oroe' Not 4. LtNess sroMC Cmtec & Stamoeo wrm emoossea sea. /206,52 FIELD WORY, 95//- //59 5 00 9 _D'CATION SKETCH SCALE. = 1 1 ° i AG: IC' (F.E.M.A.,. DELINEATES THE HEREIN DESCRIBED LAN: TO BE SITUATED WITHIN ZONE I vJrtuNN Nc Panel Nc Suffix T 11 x P UBLISHED 8`" THE FEDERA_ EMERGENCY MANAGMEN' x N OT `5: EXA++JNATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY, AFFECTING THE PROPERTY THIS §CRVEY IS SUBJECT TO DEDICATIONS. LIMITATIONS. RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD. LEG DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. 1= S OWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IP S;{ WN. ELEVATIONS ARE REFERRED TO N.G.V.C. 0= 192.. UNL:'-, OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND/OF FD:,10ATIONS. q4 THE FLOOD INSURANCE RATE MAP DATED / I c q4 BAEZ S.AS. CIA ES, INC. AND SURVEYOP *LAND PLANNEPZ 434 S.W. 63 rd Ave. • Miami. Fiance 331 Office: 305) 265.1002 • Fax: [305) 265,060E „_RTIFIE C T� GABRIEL RODRIGUEZ g MERCEDES L. RODRIGUEZ TRI- COUNTY TITLE TRUST, INC. GUARANTEE TITLE g TRUST, INC. AMERICAS WHOLESALE LENDERS IT5 SUCCESSORS AND /OR ASSIGNS z z < s z z x v+w vs in= It 11 11 11 1 11 it 1 I. = = = = N N V: v < V F l_Jx z gs 2 v u c ei zpu z z 3u+- O • • Z < f— __ Yz m "L 1.:J < < 8 Lc tL r tr z V. . z _ 22 z O LW 6 C1 v Z C 'cZO mac: . - z If 1 1 1 1 N 1 a V L ._ z Z — C s z _ < z < C i s = : s — = — i < z =_- -_ - - - I SKETCH OF BOUNDARY SURVEY SCALE 1" : 20 // .. lc f4 6T / r /'? "_ _ ) / r 7, e /r 1 '(/c) , Pte C1 v ,5 .6/c /. v1/ca /4 •v 6, G Vei J " %, /7.5° 3 , If's, , J� cc :rrrr -' q �t /� /h, $o /v.6 13 /3.70 ' � S,G 1, t•i 3,z' / 45 Ty a )e.s /'9.S , 1 75-0 5 .. �•r -/, . 7,S ' - i /.10■Rtp • D/> 0.24.7 L c /¢,_ _-5. - BEARINGS HEREON (IF ANY) ARE REFERRED TO AN ASSUMED VALUE Of FoA SAID BEARING IS IOENTICAL WITH THE PLAT Of RECORO ACCORDING To THE N.F.I•P. THE SUBJECT PROPERTY FALLS WITHIN FL000 ZONE: / Li�l3_.. i LEGAL DESCRIPTION LOT -' // • � f 2..(:)/ 7 BLOCK > C'3 SUBDIVISION: /''/cirri s .' izl L3 /3' ACCORDING To THE PLAT THEREOF As RECORDED IN PLAT BOOK OF THE PUBLIC RECORDS OF 4 COUNTY, FLORIDA. LOCATION SKETCH SCALE 1" ,,(-4,7,) fp 9 ,) ti 5 � 3 6 /1 75 // SURVEYOR'S NOTES. Elevations are referred to N.G.V.DATUM. Benchmark No 13 -50, Elevation 10.02 feet Locator- index.3250 S. ABBREVIATIONS. C.B.S....Concrete block structure. C/L Center line. FoR: GABRIEL RODRIGUEZ. JOB NUMBER: F.B. No. - / x.:3 Ja I / NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL /3 1NIA UEL I I LI E PROFESSIONAL LAND SURVEYOR 9525 S.W. 151h. ST., MIAMI, FL 33174 PHONE: (305) 554 -6592 /:) AT PAGE 3 / SURVEY CERTIFY 1 I HEREBY CERTIFY THAT THE ATTACHED SKETCH Of BOUNOARY SURVEY Of THE ABOVE DESCRIBED PROPERTY IS A TRUE ANO CORRECT REPRESENTATION OF A FIELD SURVEY MAOE UNDER MY DIRECTION ANO MEETS THE MINIMUM TECHNICAL STANDARDS As SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 21HH -6 FLORIDA AOMINISTRATIVE COOS, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. DATE of THE FIELD SURVEY: REVISION DATE: SURVEYOR'S NOTES: LEGAL DESCRIPTION WAS FURNISHEO BY CLIENT. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECOROEO INSTRUMENT. If ANY AFFECTING THIS PROPERTY. THERE ARE No VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN, LEGAL DESCRIPTION SUBJECT OF RECORDS. To ANY DEDICATION, LIMITATIONS, RES TRICTIONS, RESERVATIONS OR EASEMENTS NO UNOERGROUNO INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED. EXCEPT AS NOTED. ANU£ ELIPE PIS 4146 STATE Of FLORIDA PROI'..0 T 11 LRG'W (L OGArI( CRT i.iT'k 1312 ! '. -20 X )< 5. STUD ® STUDDED ANGLE • x E TY P i 1.50.0' r MAX 13 - 15• 22a- 1:0 -11315' r 1 } GENERAL NOTES: --1 1. 12.500' PANEL CCvERAC: 14,43,3 4NEL LENGTH 5TC1 PANEL 0125' TYP. - 1181'- - 1131' 1 .00' M!N 5.000' MAX. ® BUILDOUT /CLOSURE ANGLE I. Tt-115 SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS 4 LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH T",--E FLORIDA BUILDING CODE 2001 AND PROTOCOLS TA5 201 FOR L. =.RGE M1551LE IMPACT, 145 202 FOR UNIFORM STATIC 4,R PRESSURE AND 745 203 FOR CYCLIC WIND LOADING 2. NO 333% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN o THE ANCI -+OR SPACING. TABLES. 3. P0SIT1vE AND NEGATIVE DESIGN PRESSURES TO 5E- USED UITH THESE DRAUIN -5 54-14L 5E DETERIINED 5Y OTHERS ON A JOB- SPECIFIC BASIS IN ACCORDANCE WITH THE GO-YE -41NC: CODE. 1 ...A EN 45CE 1.98 IS USED TO C4LCUL4TE PRESSURES FOR USE WITH THIS PRODUCT, THE USE OF 4 DIRECTIONALITY FACTOR Kd: 1S 4LLOWED 4 TuE SHUTTER SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORI FOR 4 SPECIFIC SITE. F SITE CONDITIONS DE✓IATE FROM 1 - CONDITIONS E TAILED HEREIN A LICENSED ENGINEER OR REGISTERED ARCHITECT Su'ALL PREPARE SITE SPECIFIC DOCUMENTS TO , aE USED IN CONJUNCTION u)17-1 T1415 DOCJMENT, PERT1IT uOLCER SHALL VERIFY THE ADEOL'ACY OF THE EXISTING ST.RJCTURE T O WIT u5T4ND 4DDITICNAL IMPOSED LC4D5. 6. STO 1 PANELS 5.-4L!_ BE 22ga STEEL (GALVANIZED TuICKN'ESS t -0929' MiN) CONFORM :NG. TO 45TH A6 S1RUCT'UR4L C4:4LITY, GRADE 80, 690 3.4Lv. CCATING WITH MIN. F 92.0 K51. ALL EXTRUSIONS SI-AL L BE 6063 -T6 ALUMINUM ALLOY, UN.O 1, PANELS SHALL EE PERMANENTLY LABELED UIT:J MINIMUM OF ONE MARKING PER PANEL 45 FOLLOWS, 4 FLORIDA STOR 1 PANELS, INC CP4- LOCKA, FLORIDA " -L4DE COUNTY PROD. CONTROL 4PPROvED 8. STOR - 1 P4NEL5 1-13VE BEEN DESIGNED 4ND "ESTER TC THE MAx1T1UM SPANS AND LOADS S: -JOU.N ON 'HESE DRAWINGS. REFERENCE CCNSTR C ION TESTING CORPORATION (C "C) OF MIAMI, FL. TEST REPORT No, 02 -0 0 OP / 501 D_ 41_5 S C +N M4" 5E INTERC.,ANGED 45 FIELD CONDITIONS .CICT4TE P ANELS MAY 5E MOUNTED 4CRZON1.::LLY 4-4ERE 4= =I_ICABLE EXCEPT FOR MOUNT NG CONDITIONS INCLUC NC •H' OR 'u AE4DERS 11. 4 "BOLTS 4 W^S..ERS 51--1-LI BE ZINC CC _D -4_v4NI__C OR 5"A N_ESS S _ ' J 1 - G MINLMU TEN 51 ST RE. NG1-u CF 60 KSI. PRODUCT MAR<ING (LOCA OPTIGNAL) .• POLL 5,10( -- 13 s Ex STING CONCRE7. HCL_OW o_CCK OR WC D FRA NG 000' - 2062' - -i 0 -- 0.062 0 11 o Iaga TYP (t 0.0516' rCALV STEEL, ` I GRACE 50) 100' MIN 5 MAX. ®J -PAN CLOSURE 1.00' I�1315'- TT - 0.0'33 r 0.015' } 0.0'5'- n - 0. ( 8 )63 JO 063• --� 3 TOP 'u' TRACK - S.S. SIDEWALK CR MACHINE ESOLT t W'ASHERED WINGNUT o 24' OC. TYP. 18 GA. GALV. STEEL SENT PLATE (004 3M. TI-:K) CR 2', 2'X.1 50 -1-a ALUM 4 LE BUILD -C'cTD D ST4N 0.062' 0 2 0' NEACER O ~ 4' MAX 0350' -- - r075m' 0050' f 0.08S' 0750' O U)454 -IERED WINGNUT (ZaMAC 3 ALLOY) -2.061 - 1.935' - -Jr- -- 0. 093' 14 50T'0M 'u' TRACK ❑X!ST;NG WINDOW / MGT VARY CORNER CLOSURE DETAIL 0.093' 1.000' OVERLA,= CVERL4P WALL BEYOND WINDOW DISTANCE GRE4TER TH4N OR EGJ4L TO 1.5 TIMES BUILD -0 DISTANCE (2001 FBC SECT. 24131.3) A_'Jr - 1 ANGLE ' OR J -PAN CLCSGRE PIECE 1 (SEE DETAILS :.30vE LEG- D'ECTTON MAY EE REvERSED FASTENER c 5' OC. FOR DESIGN CADS LESS "H.AN R EO..AL - O 51csf (SEE ANC -IOR SCHEDULE FOR ANY A CCEPTABLE .-:NC -4CR). FOR DESIGN LOADS GREATER 44N n psr..JSE 4LUr - 1 ANGLE C_C5JRE PIECE ONLY WIT.. A.NC' CRS o IO CC. MOON' CLOSURE DET4 J N' 00'63 v \ 025' D T I- M^X 000' 0 w C L w 2 y MIN. ® 'U' HEADER 5.313' 3.445' 0125 0 0 BUILC-O 11- 'F' TRACK -1000' DR0 J S 8' R03c !' 1.000' 1 0.015' MIN. 0 063' -- 0 1931 --1 � , TOP' ' L TRACK K.EY1 -IDLE W45HER GAL 5rEEL GPJIDE 50 r usE IS (JPTICHAI rEGLIX -EV GNL T' FOR USE U)TU TRUSS uE AD ANCipR CALK -4N) EXIST, CONC. HOLLOW EL OGG OR 'LOD FR4MING. -33 M4X -- L;.:oo 00 j 0.320 J 410' 0.650' 0.150' 4 1 r 0. 125' 1 -F4DER END C4P 2 TTSO• DEEP TYPICAL 0-063' - } C--- i n0063' 1 0.093' -- ,• 1 l � 1 5.313 0.093' 16 BOTTOM 'U' TRACK D NT5 0388' H- -0715' 0.191' -� � - �r 0b55' 0.063' TYP i 0055' TYP ® F' TRACK 1 Ei!ST CCnCPE E, FOL LOW/ 5LOCK OR WOOD FRA7 W4L L MOUNT CLOSURE DETAIL } D ALUM. ANGLE ( _ ) OR J -FAN CLOSURE P!ECE U (SEE D ETAILS AEOvE). LEG- DRECTION MAY BE REvERSED 0500' \ OVERLAP \\ » / MINIMUM / ii FASTENER s 1 5' 0.0 FOR DE5 LOADS LESS THAN OR EQUAL TO E'psr (5EE ANCHOR SCHEDULE FOR ANY ACCEFTA5LE ANC - -CAR DE SIGN LOADS 3 5A C 'HAN 51psr, USE ALUM ANGLE CLOSURE PIECE ONLY WITH. ANCHORS 5 I0 OC TRAP MOUNT CLOSURE DETA'L N T.5. F.R4 L 3EI,N4RDO, P. 'PEC045549 ZZ Z t1J W Z w0 X 0 On I- _J _J V_ =- oQ W • o o u U r al 0 Z 111 w z z w IL 3 3 3 J OW W z N <� z 0_ E 1 1 V '~^ v J r T ILI ca f- RE v51ON5 DGSC <FTIONi LATE SCALE: 3' I' DR4u1N 5'1- CL CCEtKE D F E °F N` 11/.E:C2 Cu/ 868•1!1 OF • BO TT O! t ( CONN ///{ TT PE A5 REG'D) 4 UNLIMI'ED (PE RP. TO PANEL SPAN) 1OP MO„miT CONN TY AS =G D) TYPICAL MOUNT ELEv4TiON T5 TCP r,ouNi ca N TYPE A5 PSC'D)_ 5,C(1c+M MOUNT COIN TTY 45 RE_G - D) x15 NG CONCRETE. H LL OCX 0OC , FRAMING TYP SEC` LAST PANE'_ 5E =CRE 055TRJC'IGN- L M.4>< GAP Trp•,CAL F L/EL o� AP 7 OPTIONAL CL .2C) STIT0.4 5,0,_ TS H w45. ZINC :NUTS F.a5 ENE OVERLAPS a MID5PAN ('JSE AFPRCPRIAT SPAN TABLE) PL, N VIEW ,AT De AT / TOP . gO OM / PANEL A3OvE Ce5 T P.JC r IoN eQ TT OM Tr _ONN T TPE AS .REO'D PANEL 5EL YP PANEL O✓ R(. 4 OPTIONA_ -20 STITC.+ 501_1 WITH WAS:.EREC WINGNUTS Fd5'ENED o O'<RL APS ,o MIDSPAN (LSE - PPRCPR'ATE SPAN TABLE) TYP.C4L "101:N7 ELEV4TI0N AROIJND OBSTRUC N A pproved as cot `lying wit!: ttc: Florida 6c: icg Cpdc Date 0 1 / / - t : 0 Milaral Dade Protit:Ct CGtt t / 315' M1N _ EDGE DIST Positive Load (pst) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' 10' - 7" 10' - 7' 2.75" 1.22" 30 o 2.75" 1.94" 39 9'- 9" 3.00" 3.00" 9' - 8" 9' - 8" 2.75" 1.25" 35 aD 2.75" 2.10" 50 8'- 10" 3,00" 3.00" 8'- 5" 8'- 11" 2.75" 1.29" 40 CO 2,75" 2.26" 65 7' - 9" 3.00" 3.00" 7'- 6" o co " v l. io co m 2.75" 1.32" 45 2.75" 2.41" 7'- 2 " 6 , - 9 1, 2.92" 2.92" 50 6 - 0" 2.75" 1.36" 110 8' - 10" 2.75" 2.73" c 60 6' - 0' 72 1.43" 4'- 1" 8' - 1" 2.75" 2.44" 70 6 - 0" 2,75" 1.51" 7' - 6" 2.75 2.24 Load w (psf) No Stitch Bolts LMAx (ft) Stitch Bolts At Midspan LMAx (ft) 25 10' - 7" 10' - 7' 30 10' - 5" 10' - 5" 35 10' - 0" 10' - 0" 39 9'- 9" 9'- 9" 40 9' - 8" 9' - 8" 45 9'- 4" 9'- 5" 49 8'- 11" 9'- 3" 50 8'- 10" 9'- 2" 55 8'- 5" 8'- 11" 58 8' - 2" 8' - 10" 60 8'- 1" 8'- 9" 65 7' - 9" 8' - 3" 70 7'- 6" 7'- 8" 72 7'- 4" 7'- 6" 75 7' 2 "' - 9 " 7'- 2 " 6 , - 9 1, 90 6 0" 6' - 0" 100 5' - 4" 5' - 4" 110 4' - 10" 4' - 10" 120 4' - 6" 4' - 6" 130 4'- 1" 4'- 1" EXISTING GLAZING Ex15TING CONCRETE, HOLLOW BLOCK CR w2CO FRAMING ; SEE ANCHOR SCI -EDULE T3 545ED ON TYPE OF 5 - RUC T'JRE L oD w • Op EMBED CI CO•NECTO^1 - `"P= ANC •CRS TO EE AT 12 S' OR 6.25' C.0 (REFERENCE .'ANCHOR SC- EDULE T3 FOR MAX. SPACING). USE REI" ANCHORS ONLY E DGE] Di5T. EXISTING GLAZING RED CEPARATION FROM GLASS (REF. TABLE T2) 2'S °.4 TEK SCREW OR �• MACHINE SCREW M„ T 6 16' G.C. (TYP ALL 51M. CONNECTIONS - EXIS - NG CONCRETE. -O_LGW B' OC'K C. / - -- RE0'D SEPARATION FROM GLASS (REF. TABLE T2) ® BUILD -OUT MOUNT SECTION N 15 / a c CR SOD '__'1' SEE G.NCuCR SCI-_D BASED ON TYPE ,/ OF STRJCTURE (T •F• TR C3 CONNECTION TYPE ANC - , OR 5C- 4EDULE�T3 FOR MAX SPACING SHORT LEG MAY BE RE'✓ERSED TOWARDS T - OFEN'I.NG EO EO 4 I C2 CONNECTION TYPE REF ERENCE ANCIJCR SCNED'JLE T3 FOR MAX SPACING v4.20X j'5.5. MAGU NE SCREW 9 115' O.0 EXISTING CONCRETE E .00K OR WOOD FRA,`I NG. SEE ANCHOR 5C. -+ED. BASED ON TYPE OF STRUCTURE - H, - x 3 /a' S S MAC''NE :.CREWS 6 .e O.G. 1 C: CONNEC - YP- ^E& RENCE ANC'-'OR SOM r'UL T3 FOR MAX SPACING S ^.4D DIF-CTICN MAY BE f.'E VEi25E D. AS 5:-CLN C2 CONNECTION TYPE REFERENCE ANC: -OR 5C4-JEDULE T3 FOR MAX. SPACING OPTIONAL F,UILDOUT MOUNTING CONFIGURATIONS (AT -FADER OR SILL) EXISTING GLAZINC - _ BED EXISTING GLAZING IL 0 . -2Dx 5S MACHINE SCREL S s ''2.5' O.C. I \ � LE G DIR. AY BE R- YE -R.5ED EMBED. REQ'D SEPARATION FROM GLASS (REF. TABLE T2) EXIST CcNCRET=_, E ESC. - 1OLLO4JJ BLOCK CR woOD FRAMING. SEE ANC'I -+CR SCHED. BA5ED GN TY PE GF STRUC ---/// WALL MOUNT SECTION tJ N.ts EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRA,"IINC, SEE ANC -JOR BASED ON TY FE. OF STRJCT'UR= 015. j C =11 INC. LOC!.EMOUN7 SE07i0N LJ EXISTING CONCRETE '1-+OLLOW //- BLOCK WOOD OOD FRAMING. / SEE ANCHOR SC-ED. BASED ON TYPE CF STRUCTURE C3 CONNECTION TYPE REFERENCE =- •'JC1 -CR 5CUEDULE T3 FOR MAX. SPACING r 0500' rD <SO' D.. �� '�. • 22' X ' %' 5.5 MaG -INS SC.REw w) U.NG "JUT 612.5' CC C2 CONNECTION 7-PE .REFERENCE ANC,- SCHEDULE T3 FOR MAX. SPAC,NG C4 CONNECTION TYPE REFERENCE ANCPCR 5C -EDULE 1 3 FOR MAX. SPACING ,/ / 1 / C 4 CCNN =CT, N TT f.'5; REFERENCE ANCHOR SCI- +EDULE 13 FOR MAX. SPACING 0 z W W z z W 3 3 0/ 0 LL EL1 111 cc) 70 > C t_i! CA V rJ � U my C Ll c 1 W Z _N Q Z LL NZ _ O U LO 1 0 0 w H-- C`J C`J RE VISIONS 5SCRIFTiQN. DAT` �• I F - ' OF 4 SC--L ' • DRALN 3Y• C�- C. FL - °RTN, i T_. II 15,02 D G D2 -ai e•ir T MAXIMUM 4LLOW4.3LE SPAN SCHEDULE SPAN SCHEDULE NOTES: 1. ENTER SPAN 501- +EDULE WITH NEG-AT DES LOAD TO DETERMINE M4xIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LCAD5 LESS TH OR EG7IJAL TO NEGAT DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LCAD EXISTING GLAZING TRUSS MOUNT SECTION O NT .5 EXISTING LL cD TRJS5E5 24' OC. MAX REQ'D 5EPARATON FROM GLASS (REF TABLE T2) E x'STING CONC RE T E. -OLLOW oL CC.< OR WOOD FR -WING SEE ANCuCR SC. E : :EASED / CN T- r =E 0= 5 UR E / 1 ,E DGc 15 T L0.25' MAX MINIMUr-1 SEPAF=ATION CFO'' GLASS SCHEDULE TT? T4E3LE T2 NOT I. ENTER SPAN SC WITH POSITIVE DESIGN LOAD TO DETERF'11NE. MINIMUM AL'_OIWABLE STORM PANEL SEPARATION FROM G_455 OR DOOR TO BE PROTECTED. SCI EDULE IS REQUIRED FOR USE ;11IT POSITIVE !CADS ONLY. 2. :NTE.RPOLAT BETWEEN LCAD5 15 ACCEPTABLE, OTHERWISE USE NEXT N(GI =ER LOAD. 7-EXTERIOR / WALL FIN■51 - � - STEEL TU3E TO BCT TOM TRUSS CHORDS W/ (3) EMBED LAG SCREWS 6 EACU TR,:55 (24' C.C. MAx) I 'N STEEL TUBE HEADER TO ROLLED STEEL TUBE W.' CENTER LAG (A5 DESCRIBED ABOVE) o TRUSSES / '14 5t TO PATE e 6' OC. BETLEE': TRUSSES Lrex ' 8' -0' (MAX SPAN) MAX DES'GN LOAD = '60 psi LH L � J w w JU Ex'STING t AV ' + GLAZING Oar • WA MO INT SECT,ON ALUM OR GALv STEEL SFAOER. A5 REG'D cX ERROR W -LL FINIS, -•. PRCTRJDING FROM MOON T :NG SJFF CI CONNECTION TYPE ANCHORS TO BE AT 12.5' OR 625' OC. (REFERENCE = NC -+CR SC -EDULE T3 FCR MAX. SPACNG). U55 REM0vLBLE ANCI,ORS ONL EMAIL: FRANKFLBENGINEERINC:cori (561) 391-2S3E3 FAx (Sol) 3‘3I-2e4,2 XiSTING GL A Z LNG FENETRATCN OR EM5ED. V W F 0 Q W } EXISTING GLAZING EXIST LNG CONCRETE, 4OLLOW BLOCK OR I:1>0 FRAMING SEE ANCUOR SGUED. 5ASE0 ON 'TYPE OF STRJCTJRE 7 M WALL MO■AT SECTION WALL 7t0„NT 7RAGCS 4.L$ REO'D GLASS SEP. DIST. (SEE TABLE --� T2 FOR MINIMUM) EXISTING CONCRETE �C'_LOW E_OGK OR WOOD FRAMING SEE ANC 5C BA5ED ON TYPE OF STRUCTURE. 1365' C8 CONN TYPE REF. ANCI -+CR SLUED T4 FOR MAX SPACING RE:'D GLASS SEP, D 5T. (SEE TABLE T2 FOR MINIMUM) CT CONN TYPE REF, ANCUCR SCuED. G rCR MAY.. SPACING 36 S' � FADER /SIL_ MOUNT SECTION *RAP rO I T T R_:C S CN "G _ E. N T Ex15TING CONCRETE -OLLOW e,LC'CK CR FRAMING SEE ANCuQR SG�ED.BASED ON T` PE OF 57 RJO 1 JRE. r C5 CONNECTION TYPE REPE,RENOE ANCuOR SCHEDULE T 4 FQR MAX. SPACING O 500' 0' OO' V 13 C6 CONNECTION TYPE ' ANCI -10R SCHEDULE T4 FOR rAx. SPACING LEG- MAY BE BENT TO 30dec MAX 1 36 3' L N'AY BE BENT TO SDcec N.~ EXIST NG GLAZING QP i IONA6 INTER10fR MOU T E CONCRETE. -OLLCW BLOCK OR I.UOOD FRAMING C SEE ANCUOR SCr'ED. a4SED CN TYPE OF 5TR'JCT,;RE. _ REC'D GLASS SEP. DIST, (SEE TABLE T2 FOR MINIMUM) /Th CE ILING/FLOOR MOUNT SECTION TRAP M'10LLV1 TRACKS, tiT PENETRATION CR E 1 ED. w � 0 REO'D CLASS SEP. CYST. (SEE TABLE 72 FOR MINIMUM) 050' MAX 0 MAX W m EXISTING GLAZING EDGE D■5T. J 1 Ex' 7 W F / /•� CpNE,L HQLLO'� BLQC� OR LLxoQ Q Q RAM'NG. SEE L / TTPE --y OF 57R.:CTLIRS" GT CONNECTION r7 PE R=-FERENCE ANC SCHEDULE T4 FOR M. x. SP AG LNG Ex:ST:NG CONCRETE +OLLOW BI_ OGK CR l./OOD FRLMNG-. SEE ANCuoR EASED CN T PE OF STRUCTURE GS CONNECTION TT PE_ REFER ANC SCHEDULE T4 ■CR MAX. SPACING '�v 16 } 0 X tf, } C CCNNECT TYPE REFERENCE A"k -WGR SC- ED'JLE T4 FOR MAX. SPACING 100' —M. X 13 Q 9 0 a E � x w E X E \ TA_bA T ION DET4 / //// FASTEN EACH FA ADJACENT NEL AJAENT To LAST / V , PANEL 9 BOTTOM all (2) ELCC °ANELMATES (I) POWERS CALK -IN. ALTERNATIVELY USE (3) PANELMATES AND NOT BOTTOM D; EC' WALL MOUNT SECTION rOR.N' OF LAST PANEL T IT OVER �J GOT D!RE CT w L MCA' NNEz 05T AN'C ORS 7 RE.; CE AIL N 1 5 uEADER TRACK ISOMETRIC O TOP CRACK v.i CLIP LOCKS END PANEL FLUSH AC-AINST TOP TRACK (1) - EADER END CAP 9 END W/ (2) '94 SM5 TO TRACK —057S' -- N D250' -- OPTIONAL PLASTIC KNOe. rrca use oa. an. .Ms+oe rev+* Ps■et s, T A PANE_ TYP 12.S' CO vERAGE xD3D' PERFORAT AT MIDSPAN FOR USE WITH REMOVA °LE . ANDLE AND /OR PLASTIC KNOBS rr- HEALER TOP. PER DETAIL 'P' f DRECT WALL MOUNT E XTERIOR ELEvAT■Ov F 307 T07 D!RE 1ALL - 70,J+' :REF CETAIL P - � NT LAST PANE'_ MOUNTED FROM INSIDE 0- LDG T PICAL OVERLAP OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NON - STRUCTURAL, SEE DETAIL TO LEFT) ADJACENT PANEL 1 (2) !', -2D S 5. I 1 OPTION A, (3) L .' I 1 -111 1 0 /�, STITCH BOLTS ELCO PANELMATES 6' MAX W/ W:NGNUTS AT BOTTO1 - 1 OF l '" --' 1 . cAO-,� SIDE C= ADJACENT PANEL -;ems 6'' 1 1 LAST PAN =� 6' MAX / '�TYr =1CAl /'7 V 7 .- - ----- --- �A C PT A C H 2'x ?' MAX NOT LN - C =T. 6, (!) - P LAST PANEL AROUND WINGNUT CALK•IN, GLCSES' TO LAS' F (NO NOTCL REG'D) L(1) I'x2'x0.0°2'x! .:NCTLE. 9 END W/ (2) •14 5M5 TO TRACK TOP 'N OR TOP 'U' -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) BOTTom, ';J' TRACK OR BOTTOM 'U' TRACK (FASTEN T STRUCTURE PER DETAILS M, N e0 TO LEFT) SILL TRACK iSOP 307 - 1 TRACK. 4.7.5. Approved as ce p iD :iii %! CG2 Florida BEiric C 'e Date P)lit5/ o3 NOM! p — 1 I? -e • 0 Dt isrci Dade P rcJoci Division CP'ON ° (2) ELGO PANELMATES AT 5OTTCM 0= ADJACENT PANELS . W � 1rr L Z W W C Q � L >C\ NZ Q � Q- s LL REV SiQNS DESCR■RT!ONT D ATE C T CCr7-E SCALE. 3' r (LN'.C.) -- r=RiN7 7-• T rl3 DLY_- O?- E6fi -II'� SHE 1/: e3 HOLLOW CONC BLOCK 1/4" x 1.1/4" EMBED ELCO TAPCON 2.5" EDGE DIST. 39 49 58 12.5" 12.5" 12.5" 16.0" 16.0" 16.0" 16.0" 12.7" 8 7" 15.8" 12.5" 10.5" 12.5" 6.25" 6.25" 15.5" 12.3" 10.4" 7.8" 5 2" 4.0" 9.9" 7.7" 6.5" 12.5" 6.25" 6.25" 12.6" 10.0" 9.7" 5.4" 3.8" 3.6" 7.9" 6.2" 6.0" Tcap (Ib) = 218.00 39 72 12.5" 13.2" 5.9" 8.3" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" Vcap (Ib) = 398.00 11.7" 130 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 1 /4 "x7 /B" EMBED 6.7" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8.3" ALL - POINTS SOLID -SET 6.2" 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.2" 6.6" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" • 5.9" 6.4" Tcap (Ib) = 358 8.0" 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5 9" 6.4" Vcap (Ib) = 249 15.0" 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9' 6.4" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED 7.5" 39 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" ELCO PANELMATE 72 49 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" 7.1" * 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" Tcap (Ib) = 204.75 15.7" 72 . 6.25" 12.4" 5.5" 6.5" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Vcap (Ib) = 233.50 6.5" 130 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" - HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 174.00 2.5" EDGE DIST. 39 45 55 65 12.6" 10.9" 8.9" 7.5" 8.2" 7.1" 5.8" 4.9" 8.0" 6.9" 5.7" 5.0" 5.2" 4.5" 3.7" 3.3" Vcap (Ib) = 318.00 ANCHOR 72 6.8" 4.5" 5.0" 3.3" 1/4 "x7 /8" EMBED 10.67 ft 39 16.0" 12.3" 10.4" 7.8" ALL - POINTS SOLID -SET * 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (Ib) = 358 C2 65 9.9" 7.4" 6.5" 4.9" Vcap (Ib) = 249 16.0" 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 -1 /4" EMBED 11.9" 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE * 45 9.7" 6.9" 6.2" 4.4" Tcap (Ib) = 204.75 * 55 7.9" 5.6" 5.0" 3.6" Tcap (Ib) = 201.50 11.1" 65 6.7" 4.8" 4.4" 3.2" Vcap (ib) = 198.50 12.5" 16.0" 72 6.1" 4.3" 4.4" 3.2" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (lb) = 398.00 2.5" EDGE DIST. 39 45 55 65 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.2" 7.5" 5.2" 3.4" WA IrAtio 15.5" 13.4" 11.0" 9.7" 9.7" 1/4 "x7 /8" EMBED ANCHOR 39 16.0" 16.0" 12.4" 16.0" ALL- POINTS SOLID -SET 10.67 ft 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHCR * 55 16.0" 16.0" 5.5" 16.0" Tcap (Ib) = 358 C1, C2 65 10.5" 16.0" 4.4" 15.9" Vcap (Ib) = 249 C2 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1 -1/4" EMBED 16.0" 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 11.9" 45 16.0" 16.0" 4.8" 12.6" 16.0" * 55 10.3" 16.0" 3.2" 10.3" Tcap (Ib) = 204.75 (MIN 3320 PSI CONC) 65 6.0" 13.7" ji 9.1" Vcap (Ib) = 233.50 11.1" 72 4.7" 12.4" „jj% 9.1" ANCHOF� SPACING SCNEDUI_E ANCHOFR NOTES: 5FAN5 -ND -CADS S4CU.N HERE ARE FOR DETE, IN -NG .' CR SPLCNG GN AL LOL - LE S SPAN'S FOR SPEC FIC LOADS MUST 5E LIMITED TO 'kCSE S- +Ot:.N IN MAX L_CU °.B _ = =N (TASLE 2. ENTER AN u R 5 _DOLE EASED ON T14E Ex.ST NG 5 MAT A_ t NC CR TYPE SELECT DESIGN LC. GREATER AN R EC■JAL TC NECA ✓E DESIGN LCAO ON Sau ER ,=.ND SELECT S PAN GREATER E ... TO 5RiTTER S = -N 3. SELECT CGNNECTICN TYPE EASED ON :.P °RCRRIA'E MOUNTING- CONDITION (SEE MOJNT',NG- E.-ILS ON -4EETS 2 t 3 FOR IDEN'IFIC- 'ON CF CONNECTION TYPE). 4. A.NC_uCR5 INSTALLED IN ACCORDANCE UJITU i NJFACTU,RERS' RECOt. Wt - SERE EXISTING ETR'uCTURE IS WCCC FRAP'[NG, EXISTING CONDITIONS N1 vARY. F ■ELD ` ✓ERIFY FASTENERS ARE INTO A DEO'JA'E UOCC = RAM,.NG MEMSERS, NOT PLYWOOD. FASTENING 7 0 PLYWOOD ''5 ACCEFTAELE ONLY FOR SIDE CLOSURE P''ECES SIMMIOLOMIIINClia• Wit �� ANCNO� SF'4CINC3 SCHEDULE T 3(INSIDE MOUNT PANELS, WALL MOUNT) 6. ERE LAG- SCR - =U5 FASTEN TD NARROU FACE OF 5 FRAMING, FASTENER S:a:.LL 5E LOCATED iN CEN "=R OF NOMINAL 2' X 4' i'IN WOOD 5 7JD (',' EDGE DISTANCE 15 ACCEPTA5LE FOR I.1;0OD UJOO..D S"JD SNA L 5E 'SOUT1 4ERN PINE' G:O.SS OR GREATER DENSI T LAG SCREW PtFI_LIRS PAN .-EGD ,^.R v;EX E AD. * DESIGNATES RE "C/ S I_E �C -CRS ' 4!CA ARE RECU'RED FOR DIRECT MOUNT INSTALLATIONS. 8. M ^LC' -LINE SCREWS - :AvE MINII OF ''r' ENG AGEMENT 0= ANC'uCR AND MGT :,avE EIT-.=R A FAN E AD, TR.SS . -AD. OR U- -EAD (SICEILALK 50LT; NO MINIMUM EME AND EDGE DISTANCE ExCLUDE5 STUCCO OR 07'+ER wA_L FIN;S■ES I0. DESIGN :TES ANC••CR CONDITIONS t:1uIC:J ARE NOT ACC_ =TAEL_ FOR USE FR.:N'K aENN;..Ro. _ 'PEDC »654 03 114 B w L L W Z Z tll J � J v Z � Q U_ U ' t'1 E 0 z W W Z Z W 3 3 REVISIONS DESCRI^T�ON! CC. C, C.2 i.;:C: ) SCALE-, NT DRAIN CL C_ C F_5 PR A D,. ,_, Iva /02 DWG • c2-z," a -III -` T • /.. OF 4 ANONO2 SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) A -rrnc 2 ;ni s ..�.. p✓ F1ot Sn L? 2 Date e LC C 'L Miami Lad E`''?'vd:: Co t i Divis:Qr / 4' By 14475 NaJ FRANKeFLBENCIINEERIN6 CON 2.5" EDGE DIST. _ 2.5" EDGE DISTANCE LOAD (psf) SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft 1ST RU( ANCHOR LOAD SPANS UP TO .50 ft ( .____ ' SPANS UP TO 8.6 _____-/ SPANS UP TO 10.67 ft ST. 2UC ANCHOR LOAD - CONNTYPE 16.0" 16.0" CONN TYPE ELCO TAPCON 45 CONNTYPE 11.4" 16.0" (MIN 3320 PSI CONC) 55 (psf) C1, C2 C3 C4 C C2 C3 C4 01 C2 C3 C4 39 1/4" x 1 -3'4" EMBED 39 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.9" 13.5" ELCO TAPCON 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13 3" 12.5" 16.0" 8.4" 10.7" (MIN 3320 PSI CONC) 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8 9" 11.1" 12.5" 16.0" 8.0" 10.3" Tcap (Ib) = 483.00 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Vcap (Ib) = 475.00 130 12 16.0" 8.0" 10.3" 12 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 1/4 "x7/8" EMBED 39 12.5': 16.0" 16.0" 16.0 ".12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1 ALL - POINTS SOLID -SET 49 12.5" 16.0" 16.0" 16.0" i'2.5" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" Tcap (Ib) = 428 72 12.5" 16.0" 11.5" 12.7" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" Vcap (Ib) = 429 (. 130 '4 12.5 "'16.0" 7.1" 9.2" 12.5';'16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 1/4" x 2" EMBED 39 1 .5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" ELCO PANELMATE 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONC) * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" Tcap (Ib) = 372.00 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6 2" 9.6" Vcap (Ib) = 565.00 130 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" ANCHOF� SPACING SCNEDUI_E ANCHOFR NOTES: 5FAN5 -ND -CADS S4CU.N HERE ARE FOR DETE, IN -NG .' CR SPLCNG GN AL LOL - LE S SPAN'S FOR SPEC FIC LOADS MUST 5E LIMITED TO 'kCSE S- +Ot:.N IN MAX L_CU °.B _ = =N (TASLE 2. ENTER AN u R 5 _DOLE EASED ON T14E Ex.ST NG 5 MAT A_ t NC CR TYPE SELECT DESIGN LC. GREATER AN R EC■JAL TC NECA ✓E DESIGN LCAO ON Sau ER ,=.ND SELECT S PAN GREATER E ... TO 5RiTTER S = -N 3. SELECT CGNNECTICN TYPE EASED ON :.P °RCRRIA'E MOUNTING- CONDITION (SEE MOJNT',NG- E.-ILS ON -4EETS 2 t 3 FOR IDEN'IFIC- 'ON CF CONNECTION TYPE). 4. A.NC_uCR5 INSTALLED IN ACCORDANCE UJITU i NJFACTU,RERS' RECOt. Wt - SERE EXISTING ETR'uCTURE IS WCCC FRAP'[NG, EXISTING CONDITIONS N1 vARY. F ■ELD ` ✓ERIFY FASTENERS ARE INTO A DEO'JA'E UOCC = RAM,.NG MEMSERS, NOT PLYWOOD. FASTENING 7 0 PLYWOOD ''5 ACCEFTAELE ONLY FOR SIDE CLOSURE P''ECES SIMMIOLOMIIINClia• Wit �� ANCNO� SF'4CINC3 SCHEDULE T 3(INSIDE MOUNT PANELS, WALL MOUNT) 6. ERE LAG- SCR - =U5 FASTEN TD NARROU FACE OF 5 FRAMING, FASTENER S:a:.LL 5E LOCATED iN CEN "=R OF NOMINAL 2' X 4' i'IN WOOD 5 7JD (',' EDGE DISTANCE 15 ACCEPTA5LE FOR I.1;0OD UJOO..D S"JD SNA L 5E 'SOUT1 4ERN PINE' G:O.SS OR GREATER DENSI T LAG SCREW PtFI_LIRS PAN .-EGD ,^.R v;EX E AD. * DESIGNATES RE "C/ S I_E �C -CRS ' 4!CA ARE RECU'RED FOR DIRECT MOUNT INSTALLATIONS. 8. M ^LC' -LINE SCREWS - :AvE MINII OF ''r' ENG AGEMENT 0= ANC'uCR AND MGT :,avE EIT-.=R A FAN E AD, TR.SS . -AD. OR U- -EAD (SICEILALK 50LT; NO MINIMUM EME AND EDGE DISTANCE ExCLUDE5 STUCCO OR 07'+ER wA_L FIN;S■ES I0. DESIGN :TES ANC••CR CONDITIONS t:1uIC:J ARE NOT ACC_ =TAEL_ FOR USE FR.:N'K aENN;..Ro. _ 'PEDC »654 03 114 B w L L W Z Z tll J � J v Z � Q U_ U ' t'1 E 0 z W W Z Z W 3 3 REVISIONS DESCRI^T�ON! CC. C, C.2 i.;:C: ) SCALE-, NT DRAIN CL C_ C F_5 PR A D,. ,_, Iva /02 DWG • c2-z," a -III -` T • /.. OF 4 ANONO2 SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) A -rrnc 2 ;ni s ..�.. p✓ F1ot Sn L? 2 Date e LC C 'L Miami Lad E`''?'vd:: Co t i Divis:Qr / 4' By 14475 NaJ FRANKeFLBENCIINEERIN6 CON 2.5" EDGE DIST. EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft 1ST RU( ANCHOR LOAD CONN TYPE CONN TYPE 13.6" 9.7" (psf) C5 C6 C5 C6 CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (Ib) = 483.00 65 14.2" 16.0" 6.0" 16.0" Vcap (lb) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4 "x718" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (Ib) = 428 65 12.6" 16.0" 5,3" 16.0" Vcap (Ib) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" Tcap (lb) = 372.00 ' 65 11.0" 16.0" 4.6" 16.0" Vcap (Ib) = 565.00 72 8.5" 16.0" 4.6" 16.0" ANCHOF� SPACING SCNEDUI_E ANCHOFR NOTES: 5FAN5 -ND -CADS S4CU.N HERE ARE FOR DETE, IN -NG .' CR SPLCNG GN AL LOL - LE S SPAN'S FOR SPEC FIC LOADS MUST 5E LIMITED TO 'kCSE S- +Ot:.N IN MAX L_CU °.B _ = =N (TASLE 2. ENTER AN u R 5 _DOLE EASED ON T14E Ex.ST NG 5 MAT A_ t NC CR TYPE SELECT DESIGN LC. GREATER AN R EC■JAL TC NECA ✓E DESIGN LCAO ON Sau ER ,=.ND SELECT S PAN GREATER E ... TO 5RiTTER S = -N 3. SELECT CGNNECTICN TYPE EASED ON :.P °RCRRIA'E MOUNTING- CONDITION (SEE MOJNT',NG- E.-ILS ON -4EETS 2 t 3 FOR IDEN'IFIC- 'ON CF CONNECTION TYPE). 4. A.NC_uCR5 INSTALLED IN ACCORDANCE UJITU i NJFACTU,RERS' RECOt. Wt - SERE EXISTING ETR'uCTURE IS WCCC FRAP'[NG, EXISTING CONDITIONS N1 vARY. F ■ELD ` ✓ERIFY FASTENERS ARE INTO A DEO'JA'E UOCC = RAM,.NG MEMSERS, NOT PLYWOOD. FASTENING 7 0 PLYWOOD ''5 ACCEFTAELE ONLY FOR SIDE CLOSURE P''ECES SIMMIOLOMIIINClia• Wit �� ANCNO� SF'4CINC3 SCHEDULE T 3(INSIDE MOUNT PANELS, WALL MOUNT) 6. ERE LAG- SCR - =U5 FASTEN TD NARROU FACE OF 5 FRAMING, FASTENER S:a:.LL 5E LOCATED iN CEN "=R OF NOMINAL 2' X 4' i'IN WOOD 5 7JD (',' EDGE DISTANCE 15 ACCEPTA5LE FOR I.1;0OD UJOO..D S"JD SNA L 5E 'SOUT1 4ERN PINE' G:O.SS OR GREATER DENSI T LAG SCREW PtFI_LIRS PAN .-EGD ,^.R v;EX E AD. * DESIGNATES RE "C/ S I_E �C -CRS ' 4!CA ARE RECU'RED FOR DIRECT MOUNT INSTALLATIONS. 8. M ^LC' -LINE SCREWS - :AvE MINII OF ''r' ENG AGEMENT 0= ANC'uCR AND MGT :,avE EIT-.=R A FAN E AD, TR.SS . -AD. OR U- -EAD (SICEILALK 50LT; NO MINIMUM EME AND EDGE DISTANCE ExCLUDE5 STUCCO OR 07'+ER wA_L FIN;S■ES I0. DESIGN :TES ANC••CR CONDITIONS t:1uIC:J ARE NOT ACC_ =TAEL_ FOR USE FR.:N'K aENN;..Ro. _ 'PEDC »654 03 114 B w L L W Z Z tll J � J v Z � Q U_ U ' t'1 E 0 z W W Z Z W 3 3 REVISIONS DESCRI^T�ON! CC. C, C.2 i.;:C: ) SCALE-, NT DRAIN CL C_ C F_5 PR A D,. ,_, Iva /02 DWG • c2-z," a -III -` T • /.. OF 4 ANONO2 SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) A -rrnc 2 ;ni s ..�.. p✓ F1ot Sn L? 2 Date e LC C 'L Miami Lad E`''?'vd:: Co t i Divis:Qr / 4' By 14475 NaJ FRANKeFLBENCIINEERIN6 CON 2.0" EDGE DISTANCE ( EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE C7 08 SPANS UP TO' 8.67 ft CONN TYPE C7 C8 CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" Tcap (Ib) = 386.40 65 12.9" 9 2" 8.5'' 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4 "x7 /8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL - POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (Ib) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (Ib) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 8.2" 7.3" 5.2" Tcap (Ib) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (Ib) = 282.50 72 8.8" 6.3" 6.4" 4.6" ANCHOF� SPACING SCNEDUI_E ANCHOFR NOTES: 5FAN5 -ND -CADS S4CU.N HERE ARE FOR DETE, IN -NG .' CR SPLCNG GN AL LOL - LE S SPAN'S FOR SPEC FIC LOADS MUST 5E LIMITED TO 'kCSE S- +Ot:.N IN MAX L_CU °.B _ = =N (TASLE 2. ENTER AN u R 5 _DOLE EASED ON T14E Ex.ST NG 5 MAT A_ t NC CR TYPE SELECT DESIGN LC. GREATER AN R EC■JAL TC NECA ✓E DESIGN LCAO ON Sau ER ,=.ND SELECT S PAN GREATER E ... TO 5RiTTER S = -N 3. SELECT CGNNECTICN TYPE EASED ON :.P °RCRRIA'E MOUNTING- CONDITION (SEE MOJNT',NG- E.-ILS ON -4EETS 2 t 3 FOR IDEN'IFIC- 'ON CF CONNECTION TYPE). 4. A.NC_uCR5 INSTALLED IN ACCORDANCE UJITU i NJFACTU,RERS' RECOt. Wt - SERE EXISTING ETR'uCTURE IS WCCC FRAP'[NG, EXISTING CONDITIONS N1 vARY. F ■ELD ` ✓ERIFY FASTENERS ARE INTO A DEO'JA'E UOCC = RAM,.NG MEMSERS, NOT PLYWOOD. FASTENING 7 0 PLYWOOD ''5 ACCEFTAELE ONLY FOR SIDE CLOSURE P''ECES SIMMIOLOMIIINClia• Wit �� ANCNO� SF'4CINC3 SCHEDULE T 3(INSIDE MOUNT PANELS, WALL MOUNT) 6. ERE LAG- SCR - =U5 FASTEN TD NARROU FACE OF 5 FRAMING, FASTENER S:a:.LL 5E LOCATED iN CEN "=R OF NOMINAL 2' X 4' i'IN WOOD 5 7JD (',' EDGE DISTANCE 15 ACCEPTA5LE FOR I.1;0OD UJOO..D S"JD SNA L 5E 'SOUT1 4ERN PINE' G:O.SS OR GREATER DENSI T LAG SCREW PtFI_LIRS PAN .-EGD ,^.R v;EX E AD. * DESIGNATES RE "C/ S I_E �C -CRS ' 4!CA ARE RECU'RED FOR DIRECT MOUNT INSTALLATIONS. 8. M ^LC' -LINE SCREWS - :AvE MINII OF ''r' ENG AGEMENT 0= ANC'uCR AND MGT :,avE EIT-.=R A FAN E AD, TR.SS . -AD. OR U- -EAD (SICEILALK 50LT; NO MINIMUM EME AND EDGE DISTANCE ExCLUDE5 STUCCO OR 07'+ER wA_L FIN;S■ES I0. DESIGN :TES ANC••CR CONDITIONS t:1uIC:J ARE NOT ACC_ =TAEL_ FOR USE FR.:N'K aENN;..Ro. _ 'PEDC »654 03 114 B w L L W Z Z tll J � J v Z � Q U_ U ' t'1 E 0 z W W Z Z W 3 3 REVISIONS DESCRI^T�ON! CC. C, C.2 i.;:C: ) SCALE-, NT DRAIN CL C_ C F_5 PR A D,. ,_, Iva /02 DWG • c2-z," a -III -` T • /.. OF 4 ANONO2 SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) A -rrnc 2 ;ni s ..�.. p✓ F1ot Sn L? 2 Date e LC C 'L Miami Lad E`''?'vd:: Co t i Divis:Qr / 4' By 14475 NaJ FRANKeFLBENCIINEERIN6 CON 0.75" EDGE DISTANCE GOOM 1 /4" x 2" THREAD 39 0.75" EDGE DISTANCE 6.5" 4.8" 4.2" - 0 OOM 1/4" x 2" THREAD 6.5" 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.9" 3.9" PENETR. LAG SCREW 39 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.3" 3.1" 3 4" /4.' � y Tczp (Ib) = 234.00 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0 " Tcap (Ib) = 359.53 3.0" %,;; 72 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0' 8.0" 12.5" 16.0" 6.0" Vcap (Ib) = 82.97 6.5" 130 12.5 16.0 „ 6.0 . � %, 12.5 ' 16.0 6 0 " 7.0" 12.5 16.0 6.0 „ , #14 x 1 -1/2" THREAD 16.0" 39 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 8.3" 4.8" 12.5" 13.5" 5.8" 3.9" PENETR. WOOD SCREW 11.7" 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 5.6" 3.8" 6.25" 10.7" 4.1" 3.1" 10.3" 58 12.5" 16.0" 9.3" 5.1" 6 25" 11.2" 4.3" 3.2" 6.25" 10 4" 3 9 " V J Tcap (Ib) = 234.00 72 12.5" 14.2" 6.3" 4.1" 6.25" 10.4" 3.9" 'j,�; <` 6 25" 10.4" 3.9" ✓j Vcap (Ib) - 96.74 130 6.25 " �. 10,4 3.9 ." ; ��. �. 6.25 �, 10.4 3.9 �; . 6.25 " 10.4" 3.9„ , ��j 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6" ., 4.0" 5.2" 1/4.20 SCREW % 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 5.0" 6 25" 10.3" 3.8" 5.0" Vcap (Ib) = 232.50 130 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" ANCHOF� SPACING SCNEDUI_E ANCHOFR NOTES: 5FAN5 -ND -CADS S4CU.N HERE ARE FOR DETE, IN -NG .' CR SPLCNG GN AL LOL - LE S SPAN'S FOR SPEC FIC LOADS MUST 5E LIMITED TO 'kCSE S- +Ot:.N IN MAX L_CU °.B _ = =N (TASLE 2. ENTER AN u R 5 _DOLE EASED ON T14E Ex.ST NG 5 MAT A_ t NC CR TYPE SELECT DESIGN LC. GREATER AN R EC■JAL TC NECA ✓E DESIGN LCAO ON Sau ER ,=.ND SELECT S PAN GREATER E ... TO 5RiTTER S = -N 3. SELECT CGNNECTICN TYPE EASED ON :.P °RCRRIA'E MOUNTING- CONDITION (SEE MOJNT',NG- E.-ILS ON -4EETS 2 t 3 FOR IDEN'IFIC- 'ON CF CONNECTION TYPE). 4. A.NC_uCR5 INSTALLED IN ACCORDANCE UJITU i NJFACTU,RERS' RECOt. Wt - SERE EXISTING ETR'uCTURE IS WCCC FRAP'[NG, EXISTING CONDITIONS N1 vARY. F ■ELD ` ✓ERIFY FASTENERS ARE INTO A DEO'JA'E UOCC = RAM,.NG MEMSERS, NOT PLYWOOD. FASTENING 7 0 PLYWOOD ''5 ACCEFTAELE ONLY FOR SIDE CLOSURE P''ECES SIMMIOLOMIIINClia• Wit �� ANCNO� SF'4CINC3 SCHEDULE T 3(INSIDE MOUNT PANELS, WALL MOUNT) 6. ERE LAG- SCR - =U5 FASTEN TD NARROU FACE OF 5 FRAMING, FASTENER S:a:.LL 5E LOCATED iN CEN "=R OF NOMINAL 2' X 4' i'IN WOOD 5 7JD (',' EDGE DISTANCE 15 ACCEPTA5LE FOR I.1;0OD UJOO..D S"JD SNA L 5E 'SOUT1 4ERN PINE' G:O.SS OR GREATER DENSI T LAG SCREW PtFI_LIRS PAN .-EGD ,^.R v;EX E AD. * DESIGNATES RE "C/ S I_E �C -CRS ' 4!CA ARE RECU'RED FOR DIRECT MOUNT INSTALLATIONS. 8. M ^LC' -LINE SCREWS - :AvE MINII OF ''r' ENG AGEMENT 0= ANC'uCR AND MGT :,avE EIT-.=R A FAN E AD, TR.SS . -AD. OR U- -EAD (SICEILALK 50LT; NO MINIMUM EME AND EDGE DISTANCE ExCLUDE5 STUCCO OR 07'+ER wA_L FIN;S■ES I0. DESIGN :TES ANC••CR CONDITIONS t:1uIC:J ARE NOT ACC_ =TAEL_ FOR USE FR.:N'K aENN;..Ro. _ 'PEDC »654 03 114 B w L L W Z Z tll J � J v Z � Q U_ U ' t'1 E 0 z W W Z Z W 3 3 REVISIONS DESCRI^T�ON! CC. C, C.2 i.;:C: ) SCALE-, NT DRAIN CL C_ C F_5 PR A D,. ,_, Iva /02 DWG • c2-z," a -III -` T • /.. OF 4 ANONO2 SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) A -rrnc 2 ;ni s ..�.. p✓ F1ot Sn L? 2 Date e LC C 'L Miami Lad E`''?'vd:: Co t i Divis:Qr / 4' By 14475 NaJ FRANKeFLBENCIINEERIN6 CON 0.75" EDGE DISTANCE GOOM 1 /4" x 2" THREAD 39 7.5" 6.5" 4.8" 4.2" PENETR. LAG SCREW 45 6.5" 5.7" 4.1" 3.6" 45 55 5.3" 4.6" 3.4" r i Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 65 72 4.5" 4.1" 3.9 3.5 ✓'. / i %�, �� % 3 // / / ./ �,, #14 x 1 -1/2" THREAD 39 7.7" 6.2" 4.9" 3.9" PENETR. WOOD SCREW 45 6.6" 5.4" 4.2" 3.4" 55 5.4" 4.4" 3 4" /4.' � y Tczp (Ib) = 234.00 65 4.6" 3.7" 3 0" 16.0" 8.1" 16.0" PENETR, WOOD SCP..EW /.. Vcap (Ib) = 96.74 72 4,1" 3.3" 3.0" %,;; 7/16" x 5/8" EMBED 39 13.0" 9.2" 8.2" 5.8" BRASS BUSHING & 45 11.2" 8.0" 7.1" 5.1" 1/4 -20 SCREW * 55 9.2" 6.5" 5.8" 4.1" Tcap (Ib) = 231.50 65 7.8" 5.5" 5.1" 3.7" Vcap (Ib) = 232.50 72 7.0" 5.0" 5.1" 3.7" ANCHOF� SPACING SCNEDUI_E ANCHOFR NOTES: 5FAN5 -ND -CADS S4CU.N HERE ARE FOR DETE, IN -NG .' CR SPLCNG GN AL LOL - LE S SPAN'S FOR SPEC FIC LOADS MUST 5E LIMITED TO 'kCSE S- +Ot:.N IN MAX L_CU °.B _ = =N (TASLE 2. ENTER AN u R 5 _DOLE EASED ON T14E Ex.ST NG 5 MAT A_ t NC CR TYPE SELECT DESIGN LC. GREATER AN R EC■JAL TC NECA ✓E DESIGN LCAO ON Sau ER ,=.ND SELECT S PAN GREATER E ... TO 5RiTTER S = -N 3. SELECT CGNNECTICN TYPE EASED ON :.P °RCRRIA'E MOUNTING- CONDITION (SEE MOJNT',NG- E.-ILS ON -4EETS 2 t 3 FOR IDEN'IFIC- 'ON CF CONNECTION TYPE). 4. A.NC_uCR5 INSTALLED IN ACCORDANCE UJITU i NJFACTU,RERS' RECOt. Wt - SERE EXISTING ETR'uCTURE IS WCCC FRAP'[NG, EXISTING CONDITIONS N1 vARY. F ■ELD ` ✓ERIFY FASTENERS ARE INTO A DEO'JA'E UOCC = RAM,.NG MEMSERS, NOT PLYWOOD. FASTENING 7 0 PLYWOOD ''5 ACCEFTAELE ONLY FOR SIDE CLOSURE P''ECES SIMMIOLOMIIINClia• Wit �� ANCNO� SF'4CINC3 SCHEDULE T 3(INSIDE MOUNT PANELS, WALL MOUNT) 6. ERE LAG- SCR - =U5 FASTEN TD NARROU FACE OF 5 FRAMING, FASTENER S:a:.LL 5E LOCATED iN CEN "=R OF NOMINAL 2' X 4' i'IN WOOD 5 7JD (',' EDGE DISTANCE 15 ACCEPTA5LE FOR I.1;0OD UJOO..D S"JD SNA L 5E 'SOUT1 4ERN PINE' G:O.SS OR GREATER DENSI T LAG SCREW PtFI_LIRS PAN .-EGD ,^.R v;EX E AD. * DESIGNATES RE "C/ S I_E �C -CRS ' 4!CA ARE RECU'RED FOR DIRECT MOUNT INSTALLATIONS. 8. M ^LC' -LINE SCREWS - :AvE MINII OF ''r' ENG AGEMENT 0= ANC'uCR AND MGT :,avE EIT-.=R A FAN E AD, TR.SS . -AD. OR U- -EAD (SICEILALK 50LT; NO MINIMUM EME AND EDGE DISTANCE ExCLUDE5 STUCCO OR 07'+ER wA_L FIN;S■ES I0. DESIGN :TES ANC••CR CONDITIONS t:1uIC:J ARE NOT ACC_ =TAEL_ FOR USE FR.:N'K aENN;..Ro. _ 'PEDC »654 03 114 B w L L W Z Z tll J � J v Z � Q U_ U ' t'1 E 0 z W W Z Z W 3 3 REVISIONS DESCRI^T�ON! CC. C, C.2 i.;:C: ) SCALE-, NT DRAIN CL C_ C F_5 PR A D,. ,_, Iva /02 DWG • c2-z," a -III -` T • /.. OF 4 ANONO2 SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) A -rrnc 2 ;ni s ..�.. p✓ F1ot Sn L? 2 Date e LC C 'L Miami Lad E`''?'vd:: Co t i Divis:Qr / 4' By 14475 NaJ FRANKeFLBENCIINEERIN6 CON 0.75" EDGE DISTANCE COOM 1/4" x 2" THREAD 39 16.0" 16.0" 12.4" 16.0" PENETR. LAG SCREW 45 16.0" 16.0" 8.5" 16.0" 55 16.0" 16.0" 5.6" 16.0" Tcap (Ib) = 359.53 65 10.6" 16.0'" 4.4" 16.0" Vcap (Ib) = 82.97 72 8.2" 16.0" 4.4" 16.0" #14 x 1 -1/2" THREAD 39 16.0" 16.0" 8.1" 16.0" PENETR, WOOD SCP..EW 45 16.0" 16.0" 5.5" 14.4" 55 11.8" 16 0" 3.6" 11.8" Tcap (Ib) = 234.00 65 6.9" 15 7' 10.4" Vcap (Ib) = 96.74 72 5.3" 14.2" � 10 4" 7/16" x 5/8" EMBED 39 16.0" 16.0" 8.0" 16.0" BRASS BUSHING & 45 16.0" 16.0" 5.5" 14.2" 1/4 -20 SCREW * 55 11.7" 16.0" 3.6" 11.7" Tcap (Ib) = 231.50 65 6.8" 15.5" i ; I 10.3" Vcap (Ib) = 232.50 72 5.3" 14.0" 10.3" ANCHOF� SPACING SCNEDUI_E ANCHOFR NOTES: 5FAN5 -ND -CADS S4CU.N HERE ARE FOR DETE, IN -NG .' CR SPLCNG GN AL LOL - LE S SPAN'S FOR SPEC FIC LOADS MUST 5E LIMITED TO 'kCSE S- +Ot:.N IN MAX L_CU °.B _ = =N (TASLE 2. ENTER AN u R 5 _DOLE EASED ON T14E Ex.ST NG 5 MAT A_ t NC CR TYPE SELECT DESIGN LC. GREATER AN R EC■JAL TC NECA ✓E DESIGN LCAO ON Sau ER ,=.ND SELECT S PAN GREATER E ... TO 5RiTTER S = -N 3. SELECT CGNNECTICN TYPE EASED ON :.P °RCRRIA'E MOUNTING- CONDITION (SEE MOJNT',NG- E.-ILS ON -4EETS 2 t 3 FOR IDEN'IFIC- 'ON CF CONNECTION TYPE). 4. A.NC_uCR5 INSTALLED IN ACCORDANCE UJITU i NJFACTU,RERS' RECOt. Wt - SERE EXISTING ETR'uCTURE IS WCCC FRAP'[NG, EXISTING CONDITIONS N1 vARY. F ■ELD ` ✓ERIFY FASTENERS ARE INTO A DEO'JA'E UOCC = RAM,.NG MEMSERS, NOT PLYWOOD. FASTENING 7 0 PLYWOOD ''5 ACCEFTAELE ONLY FOR SIDE CLOSURE P''ECES SIMMIOLOMIIINClia• Wit �� ANCNO� SF'4CINC3 SCHEDULE T 3(INSIDE MOUNT PANELS, WALL MOUNT) 6. ERE LAG- SCR - =U5 FASTEN TD NARROU FACE OF 5 FRAMING, FASTENER S:a:.LL 5E LOCATED iN CEN "=R OF NOMINAL 2' X 4' i'IN WOOD 5 7JD (',' EDGE DISTANCE 15 ACCEPTA5LE FOR I.1;0OD UJOO..D S"JD SNA L 5E 'SOUT1 4ERN PINE' G:O.SS OR GREATER DENSI T LAG SCREW PtFI_LIRS PAN .-EGD ,^.R v;EX E AD. * DESIGNATES RE "C/ S I_E �C -CRS ' 4!CA ARE RECU'RED FOR DIRECT MOUNT INSTALLATIONS. 8. M ^LC' -LINE SCREWS - :AvE MINII OF ''r' ENG AGEMENT 0= ANC'uCR AND MGT :,avE EIT-.=R A FAN E AD, TR.SS . -AD. OR U- -EAD (SICEILALK 50LT; NO MINIMUM EME AND EDGE DISTANCE ExCLUDE5 STUCCO OR 07'+ER wA_L FIN;S■ES I0. DESIGN :TES ANC••CR CONDITIONS t:1uIC:J ARE NOT ACC_ =TAEL_ FOR USE FR.:N'K aENN;..Ro. _ 'PEDC »654 03 114 B w L L W Z Z tll J � J v Z � Q U_ U ' t'1 E 0 z W W Z Z W 3 3 REVISIONS DESCRI^T�ON! CC. C, C.2 i.;:C: ) SCALE-, NT DRAIN CL C_ C F_5 PR A D,. ,_, Iva /02 DWG • c2-z," a -III -` T • /.. OF 4 ANONO2 SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) A -rrnc 2 ;ni s ..�.. p✓ F1ot Sn L? 2 Date e LC C 'L Miami Lad E`''?'vd:: Co t i Divis:Qr / 4' By 14475 NaJ FRANKeFLBENCIINEERIN6 CON