|
ANCHORS (KE SECTIONS ON SHKETS 17, 18, 19 Or 20)
<br />3 3,07. 44/17. 94/16. Z/17 31 WAR
<br />: wx M17;,81100`18.
<br />I MIN. amps, 7AW/11 a aw/to 9 a NW/20 I* MIN.,
<br />0 0 0
<br />7-
<br />F _17
<br />'C
<br />7
<br />A J_T 1-. 7-
<br />A MAX.
<br />3
<br />PANEL LENGTH
<br />(SEE SCHEDULE)
<br />BOTTOM Comm
<br />To 'ME
<br />MRD Fas a LEFT A newl Pos,
<br />;r MAX JOP7.4110`17. INVII6
<br />I. %11;I. IT Lop-W"19. 7001/11 a WAIIIII
<br />WIN. §W/20 I- MIN -
<br />ANCHORS (SEE SECTIONS ON SHEETS 17. 18. To & 20)
<br />OPTION J2 FOR LIFE SAFM STORM PANFL(t EUVATION
<br />WALE 3/16*-l' 101 ART OR,
<br />am 04"111:111 a,"
<br />"TAL
<br />x�_
<br />zxmum
<br />SECTION A -A
<br />SCALE
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENCTIH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L (It.)
<br />TO GLASS
<br />1 1
<br />CONDITION
<br />RAT114G (p.s.f.)
<br />(SEE SECTIONS)
<br />+55.0. -72.0
<br />T_8"
<br />1 2 3/4-
<br />1 UNBOLTED
<br />INSTALLAIJOIN
<br />DETAILS FOR OPTJON #2 FOR UFE SAFETY
<br />INTO EXISTING WOOD STRUCTURES
<br />STORM PANEL SYSTEM
<br />i/4-oupcom OF Or c.c.
<br />THKAM
<br />r cc,
<br />-7 "OKA=
<br />/1 .1,
<br />L.
<br />wow
<br />WOOD
<br />HENDEIR
<br />MERGER
<br />HIACER
<br />A
<br />MO.
<br />1/2
<br />MR&
<br />I
<br />2,
<br />r
<br />WIH
<br />hill
<br />IL
<br />19L
<br />MY.
<br />3
<br />U
<br />_3
<br />TO OLAU
<br />PANEL LENGTH
<br />Ism 50*VAL
<br />Ow va, IQ
<br />L*
<br />PANEL LENGTH
<br />ScHwAs
<br />am lows) %, MIN.
<br />Ax. NOMINATION
<br />(Su TIM I BELOW)
<br />ApmEL LEWITT
<br />(SEE Mani I LILO"
<br />PANEL LENM
<br />=sw� AT
<br />low"
<br />tSUE TIM I BELOW) W 4ASS
<br />modKu
<br />A (SEE TIM I BLOW)
<br />tm
<br />ON TRIM is)
<br />am w To)
<br />so ms, IF
<br />7/8'd 3/32
<br />WIND AN."
<br />3/
<br />7
<br />IADVOI)I OF PLAn'
<br />06.
<br />_0
<br />,
<br />L)F,
<br />CONT
<br />CONT
<br />1/4-0-21IJ/4 IAL III
<br />2"4'SA- US W/
<br />3/32* ROAD WR
<br />7/9*0 3/32* W04
<br />FIRM, 'If
<br />WAOCN 0 12 1/2 CC
<br />vmc HUT
<br />WASHEI WWM)
<br />ISM 0 TIT III' D.0
<br />"0 MINCON 0 &* O.0
<br />1�1 MIT WAND (KNOMID)
<br />TAPCOM 0 4* D.C-
<br />w/ SPA)
<br />114'P
<br />WROOM W/ STUD)
<br />NRERGEC
<br />rm.,..
<br />"W15,013,
<br />OF PLAIII:
<br />or PuTt
<br />Of PLATE
<br />PLATE
<br />akwO
<br />jjjt;,� MAW
<br />WALL big lima
<br />I ALLATION
<br />whu
<br />MOM
<br />hTm WALL
<br />!�NA
<br />ALAM4AMNSMIA
<br />AM
<br />MI
<br />NrL
<br />.Am_wu
<br />a WE MUM
<br />W_
<br />PANIE!
<br />0 REMM
<br />PANEL IL LWE
<br />WM PANEL
<br />WALE
<br />3/8-- 1
<br />SCALE 3/6'.1
<br />SCALE 3/0'- 1' Tj
<br />FLORIDA
<br />BUILINNO CODE (1419h Velocity OFF! a
<br />I NVALLA7,04 AM ONLY VALID FOR w4bomm; WIT" &ED. &*A" LOADS
<br />UP TO .55.3. -72.0 PSF AM PANELS LEMON UP To w-Ir
<br />mn mmmm.
<br />2, FOR NEW WOOD FRUIT CONSTRUCTION,
<br />WOCID VENDORS TO K SOUTHERN
<br />1
<br />LZ
<br />20 CAM GALVANKEED STEEL STORM PANEL I Do
<br />PINE NO 2. W/ SPECIFIC DENSITY OF 0.55 Olt COUAL
<br />SIT
<br />TO 7 r. -,.. 40M
<br />mncmm PRMM. LLe-I
<br />7
<br />12,500* (EFFECTIVE *07"). - -
<br />-6 1/4*
<br />L310-
<br />T.
<br />I* D.On* MIN, THINK
<br />GALWANIZZI) STEEL
<br />MENWrC TYP.
<br />ASTW 4653
<br />CODE GRACE 50 A
<br />1_�P. A 44,9 C-60 CALV
<br />6 ISO"-
<br />(D STORM PANEL
<br />PANas DO Lip
<br />W/ EML
<br />A.,Xw.
<br />121:
<br />ISOMMIC V1r* DETAIL A 2 DOO
<br />ROUNDED CORNER 0 ENDS Of PANEVS
<br />END UP W1 KWW EDGE. 125' IS.
<br />pos) I ! t_== 7 : -,
<br />2cm- � i
<br />For TR=
<br />125'
<br />I
<br />Obs' (typ
<br />jL t_
<br />1 3" MOx.___j
<br />3"x.3"(Mgx.j AM, ANGLE IMP am
<br />I I* LONG
<br />6083-T5 Alum. ALLOY
<br />I
<br />01.
<br />39 . Do' FRI.
<br />Izv
<br />2.470'
<br />RUERSED Ph" MAU
<br />@) &4E
<br />,�.PWIE
<br />6041 -TO Akun. ALLOY
<br />1 �--2.250j
<br />TIP,
<br />2.3011*
<br />2-244'
<br />M RIVEASED "U" TRACK
<br />12f
<br />2.ODO`
<br />2-x.%-(Mnxj ALUM, ANGLE
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK SIRUCTURES
<br />��e IAPOON ANCHORS 16 T~ ANCHOM I UPOON ANCHORS TIA. TORPOR ANCHORS
<br />0 1 .. i,
<br />9, cc. D.C. I D.C. 0 9 cc
<br />POURED CONCAM POURED CONCRETE
<br />OR COMCRmm0
<br />OR CONCRETE
<br />SLOCk REQUO BLOCK F40JAW r-C BLOCK REOUTIMCD UQCX REQUIRED
<br />NMI -
<br />I I-owx,-
<br />LQ E. E-04
<br />T
<br />S,
<br />TO
<br />w�m G
<br />r 46"
<br />041' Mo To I
<br />'Ho"
<br />EXI
<br />CLASS 4 CLASS
<br />WATIONJI.
<br />Clow 'NOW
<br />CC. -
<br />To 12 1/2' Me
<br />TAPODN MIC
<br />4 Ilr OC
<br />(VAOWO i/ ruc)
<br />POURED COMID"
<br />Olt OOKICTIM KOCK
<br />REOURM
<br />SCALE 3/r.1,
<br />IT 3/32* Tom
<br />NUT w3men (armw)
<br />I ' TAPLON MIDMORS
<br />411`4
<br />4 1/2, D.C.
<br />(STACOM W/ SM)
<br />WRID CONCRETE
<br />OR CONCRETE SLOCX
<br />REQUIRED
<br />WALL MNVDNG INSTAJATM
<br />NUMANIEL
<br />0 LIM
<br />SCALE 3/S'-I'
<br />sa am is A = FDA ANMM TYPE. A
<br />APOM Tot
<br />4' - *
<br />vin.
<br />wpm
<br />SPACING FOR INSTALLATION% AIM GM
<br />WACNO Ox.)
<br />I
<br />mm &MAW
<br />WOMW ANCHOR SPACIM111 AND MINIMUM
<br />am DISTANCE AN .0ftim ON T.6
<br />31
<br />80111MILE To ED Lm TIM *WCNM a.
<br />SO"" ROXAM MICRON swm w
<br />6KLTOLYM SPMM OWN ON SCHEDULE
<br />=1
<br />3
<br />AM& 916 WE 110=0
<br />Nam
<br />11 THE mLov4 FACTOR! I"
<br />OPOMMON TO K POSM" FSDMD
<br />ja
<br />IPOZ" DoWAM ISM FACTOR $4011 NOT
<br />K UESS THMI WO" SPAOR4 INDICATED
<br />MR 004 ANCHOR TYPE ON TWO SOMMAX
<br />3 qr
<br />C _Z
<br />WSr W1
<br />..1/8% Am NUT WASIBE, _V1 V/W3j4'&S. MA I"
<br />39. 1 32 ONO TIM
<br />IN, 12 1 0
<br />_r., lllorcca"C ANCHORS t
<br />OF 4 1/2- O�r
<br />POURED COW
<br />JIM
<br />OR CONCRETE BLOCK
<br />Atoton OR CONCRETE BLOCK
<br />REQUIRED
<br />WALL M"bWpQ 11"'AM WALL MOLMNO I!ffALLATION
<br />UffMAPAN
<br />SCALE 3/8*-,* SCALE 3/11o.l"
<br />INSIALLAMN DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />1/4'0 TAPCON 0 5- D.C.
<br />TAKON 0 4' D.C.
<br />"Off"
<br />T;:N. THREADED
<br />AT WOOD AT WOOD
<br />HEADER
<br />48
<br />WTI' 15 1/4-
<br />NOT.
<br />"Ou TIM* 2' WOOD HEADER
<br />REQUIRED --- Ich
<br />0
<br />REQUIRED`
<br />m
<br />TO *.Mo
<br />(m samax" -- : I
<br />EXISTING TAX Tow 18)
<br />GLASS
<br />V M..
<br />PANEL LEACt"
<br />(SEE TIM I BELOW)
<br />3 32" WIND NUT
<br />3
<br />2`0' WOOD PlAlt n /6
<br />REQUIRED WASHE OF 1/4-0,C,
<br />014-10 PATIELMAM S
<br />0 & Ile D.0
<br />MWL THREAM "/1
<br />AT MOWIDTH OF PLATE L.
<br />WALL IWALLAM
<br />SCALE 3/h*-I'
<br />MODS"
<br />I. 06TAUAMW ARE ONLY WAD n* BOUNDS WITH ".0. DESIGN LOADS
<br />UP It) 455.5. -72.0 ITSF AND PANIELS LENCT14 UP TO W-5*
<br />2 FOR NEW WOOD FIRMAL CONSTRUCTIONi WOOD MEMBERS TO K SDVr.M$t
<br />FINE NO 2, W/ SPWM DENSITY OF 0 53 OR EQUAL
<br />to aim
<br />cm %*do=
<br />EXISTING
<br />CA low A)
<br />MR.
<br />PANEL LENGTH
<br />SEE TIM I BELOW)
<br />G
<br />ED
<br />/11*0 3/32' WIND NUT
<br />2-0- vocca PLA
<br />RIOUMD RASHER 0 (INEYONO)
<br />V4-ID PAMFIAIATI P�;
<br />0 6 1/4* cc, W/I 7
<br />THIOADED PE14711ATION ,
<br />AT m*wDTH
<br />OF PIATE t 3
<br />WALL A_IQJMNQ WSJ =QN
<br />0 WSMARM-rANIEL
<br />SCALE 3A--1-
<br />/24 ( NOTE I OD-M
<br />V/24 p IP �./24 W/ ON B/O M-OW) 2'/24 W V/24 1110-
<br />T MAR ma Noll i wilm
<br />!su'-7
<br />IF LAC. 11 I. CONCRETE "10 L COMM" MC4= MR.
<br />or A ft.".= SCREW !: - VA
<br />am 5"Er FIT (SEC spimuA am spw
<br />I* MIL s M s
<br />bCK DID
<br />ur --1 0. Im -1
<br />p
<br />F, i 11py
<br />It
<br />T-T-t-t- 1-T--r - 1 44 X *L-
<br />GNTIDWR, rtw [ (Twin
<br />"PATCHES, I twrvmv (INTERCO pmw ?0-0 pwal
<br />KC 'On 2. 3. SET "m 2 orw. AM
<br />NOT'
<br />jf�_7 TT, 17-
<br />R.
<br />-A 40 IT L. 40 X L.
<br />it -HAHHIIHH�1111m! 111!1i]�01111, I T, Ill] I i I t
<br />2" il
<br />till] 44
<br />a _A�� FAMELVAR CIPIL)
<br />�3 Sm MME . BELOW -
<br />no
<br />M_ MAY K I ?Ckrm, grkrxxx
<br />I. TO SCHEDULE Ax.
<br />sm itcnm ON sww Is
<br />r=r 3 TORMIR/ OR 0/00.0 TO K INSIALLED AT EACH
<br />LAST AAN�. Al 496M:-USAUAYS K PROVIDED W1
<br />. 0 u WOO
<br />&a.- A WAR %MMDL( TO FACIUCATE 0WAUATIOk
<br />TYPICAL ELMITION FOR IIES 2000 PC= HONCLIF TO 1.01LITATE TYPWAL ELEVATION FOR 0 INTENDED TO BE INSTALLED FROW
<br />E-Z HMG STORUVW I SYSTEM IF ATTENDED TO BE INSTIALUED FROM E-Z HANG STORM PAN TIEM INSIDE or 5""XIM
<br />Pam OF STRUCTURE
<br />SCALE am 3/w
<br />;mR, 114. MR., GAP -1-
<br />-\
<br />S, 7 7 7- 1"--/ _7 7 \ 7
<br />V-0w, BIT, (D. 0
<br />A;A SECTION 8-8 m Do ARNOW
<br />IEN sm ww - v
<br />moln (1). DEFINITON 01 SERIFS TOM; E - 2 M" STORM PANEL SYSTEM DOW47ING Or PANEL
<br />TRACKS At TOP IN PAMELVAIIF PLUS OR 15' LOW
<br />Vy BOTTOM W/ PANILMATES.
<br />(1) 1 - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL
<br />C I TRACKS Top a BOTTOM, (2) END PANELS SHALL ALWAYS BE CONNREC= TO C)OVNC SILL WALL By MEANS of
<br />(2) fOSWLS WAL ALWAYS Or CONNECTED 10 BOTTOM TRACK OTHIERATSIE A STOP EMA PANEL"LIES 0", IF USED TRAIKAT WTI.. END ITANELI
<br />$KILL BE CONNEM To M 3
<br />I A 2"
<br />BE PROVIDED AT TOP 01 SUCH PANELS, TY
<br />*VAG NUT OR la(20.3 In, INTO TAX11W." AS
<br />(3) LA SHALL CONSIST 01' DESCRIBED ON 3),
<br />w, THUMBZRCW
<br />=111`o`L%O2.1Xp1Fm. EITHER OF M (3) MR CASES 10" END PANELS AM j�VVOWI
<br />O��TRA%.(p AT
<br />ag
<br />DffPK* FLAT FLAWAS 01 END PANEL END PANELS ARE NOT STOP BAR
<br />Mom Ou.", PROVIDED ATrZI OF
<br />(4), IN CASE T44T END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (1�9. A STOP BAR
<br />IS OM USED AT TOP) AT LEAST TWO PAWIS SHALL K CONNECTED To 90TTOm TWK (4). FOR INSTALLA71ONS WHICH PAMID.S AND SOME INTERIOR PANELS ARE DIRECTLY
<br />-Y MOUNTED TO E=
<br />USING SPECS *AXCAIED ON MOTE (3) ABOVE IN SUCH CASE. CONNECTION OF PANELS MAY Be USED M X :., 1 -M= mr-wm.
<br />TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION W TWO PANELMATES F SHOWN ON ELEATION AND
<br />I'M %..X
<br />(5) SEE SECTION 1'. 3' & 4' ON SHEET 2k SEE ANCHOR SCHEDULE ON SHEET 25 L. ED" Iw/
<br />till"" NOT New BY ANY MEANS BE INSTALLED
<br />t.
<br />X. Tit SUCH THAT ADJACENT PANELS (8 LM OF MHT SIDE OF R PANEL) HAVE
<br />THEIR OVERIAPS RETAINED BY
<br />FLORIDA WJWNG CODE (INIVIT Velocity Hur come Zome)l
<br />No. 4 167 "M I"=. OIL 20 CAGE GALVANM STEEL STORW PANEL F.P.
<br />V,
<br />TIT, 1-4 GLOBAL PROTECTIO111 PRODUCTS. LLC.
<br />SIAT OF
<br />�IE �CO 40 ILW lop Wow
<br />OW. it 3331. 20-176
<br />&" AM, =--a.57-72
<br />W .
<br />W
<br />N !m Noma ft�
<br />0,:wo�ti
<br />RE OF ft
<br />INSTALLATION DETAILS
<br />INTO EXISTING
<br />I'll' IAPCON ANCHORS
<br />FOR
<br />OPTION #2 FOR UFE SAFITY STORM
<br />PANEL SISTEM
<br />POURED
<br />CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />l,4*. TAPTOOM A404M
<br />V CC,
<br />POURED CONCRETE
<br />MOM
<br />OR CONCRETE KMk
<br />REQUIRED A
<br />04 cmmuoi
<br />REQUIRED
<br />1/4
<br />0
<br />EXIST)
<br />GLASS
<br />ig
<br />t
<br />3
<br />LOO
<br />PARELAWE
<br />WIT RANOMATt
<br />WIND MALUS
<br />W*G NUT WMIND
<br />0 6 I;Ayoff
<br />(=Illr
<br />POU*w CONCRETE
<br />OR CONCRETE KOCK
<br />-POURED CONCREVE
<br />OR CONCRETE BLOCK
<br />FCWRW
<br />WALL MOUIM UWALLATM
<br />REQUIRED
<br />WALL MQUIffM
<br />MA2MMIEL
<br />SCALE 3/6--t-
<br />a Uffm_L�IrL
<br />SCALE 3/8'-1 .
<br />INE OW 10 AT 30 mm ONC00011 TOE 4
<br />mom Tw
<br />- -Ile.
<br />1A`RAW
<br />V.1.
<br />F46w*
<br />pja
<br />SPACING; no v&AULKhOm& wro om
<br />Ill,
<br />3
<br />1
<br />FIVAC WALOW
<br />XMIDAK FOR ED LDIS TWA OOtA?W ON
<br />SOMETIME ISDUCK MKDl1OR WPOW W
<br />MULTIPLYING V#CM *0" 00 omfmw
<br />SIR-4
<br />mm Za ow Sol"
<br />pow
<br />IT, IMI mu� rozym IN "s
<br />OPEONTION TO WE VOSSSJL REDUCID
<br />JO,
<br />VACM DIFAM UWNC FACTOR 00" TIM
<br />K LOSS THIN WWWW SPACIMO WDICITTID
<br />I" EACH MACH" IMPF ON INTO SCHEDULE
<br />A Vr
<br />P vr
<br />90911LAIM. -
<br />MAW STOM PANEL SYSTM
<br />I E-Z HANK STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT MCC) HIS BEEN VERIFIED MR COMPLIANCE IN
<br />ACCORDANCE IRITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE
<br />DESIGN WAD LOADS $KILL K DETERMINED AS PER SECTION i62OOF THE ABOVE MENTIONED Cc%,
<br />FOR A WAND SPEED AS RrOURRCD BY THE g:= WHERE IH13E SHUTTERS, WILL Of INSTAUSO AND
<br />MR A DIRECTIONAUTY FACTOR Kd-035. US 10 AND SHALL NOT EXCEED THE MAXIMUM
<br />DESION1 PRESSURE RATINGS INDICATED ON SHEETS 25 111 26.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMAITE DESIGN WIND LOADS DETERMINED PER ASCE 7-14
<br />SMALL ON FIRST REDUCIED To ALSO. DES" *ft LOADS BY MUtTrPLYW THEM BY Q6 IN ORDER To
<br />TO COMPARE THESE W1 MAX. CA.S.D) DESIGN PRE$"[ RAMNOS RODICATED ON SHIM 25 A 26.
<br />IN ORDER TO VVR1rY T14AT COMPONENTS AND ANCHORS ON IRS P.FO. AS TESTED WERE NOT OVER STRESSED, A 3A INCREASE
<br />IN ALLOWABLE SIWM FOR WM LOADS WAS JIM USED IN THEM ANALYSIS FAVENERS SPACING 10 WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH NO.S. 2015
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RIEWANCE HAS SEEN VERIFIED IN ACCORDANCE WH SECTION! 1625 Or
<br />THE ABOVE MDWrIONEO CODE AS PER FENESTRATION TESTING LABORATORY. INC, REPORT 111 2032. AS PROTOMS TAS-201.
<br />TAS-202 AND IAS-203
<br />I. INS SYSTEM HAS MIN MONED TO BE INISTA14110 0% THE OUTSIDE OF THE OPENM ACCESS" I)* OFTEIRINO FROM THE
<br />INSIDE W/O THE ME Of A LACCER OR LIFT THIS APPLICATION IS VAS IV WHEN INSTALLATION IS INTENDED TO BE PERFORMED
<br />FROM THE TMM OF STRUCTIM.
<br />I SEIKS 1000 OWALILATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYU WINDOWS WEN INSTALLATION P1 kWKD To BE
<br />PERrORmEO FROM THE TwSiDE or STRUCTURE.
<br />4 SUM 2000 AMALLAINON 5 APP11.1CABLE 10 SWALE AND DOUBLE HUNG " kORqOXTk SUDkR5 STYLE WINDOWS OHM
<br />INTIETALLAITION IS RECURRED TO BE PERFORMED F`ROM THE RNSIDE OF STRIVICTUPIE.
<br />S. ALI ALUMINUM EXTRUSIONS TO BE W63-15 ALLOY WD TEMPER (UNLESS OTHERWISE NOTED)
<br />6. ALL AUA"U SHEET METAL USED AT CLOSURES SHALL HAVE 310S-HI4 ALLOY,
<br />7. ALL STEEL SHEET METAL PANELS SwLt HAVE STRUCTURAL DUALITY STEEI_ ASIM A-653 WOE 50 Mw.. GALVANIZED STEEL
<br />DESIOMITION W/Fy- 58.5 kli (AFTER ROLUED).
<br />8 ALL SCREWS 70 BE STAINUESS STEEL 304 Off .116 AISI S114OFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIM
<br />5NI Is R AND SO k* `TENSILE STRING114 OF SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 741 T.3.3 4
<br />0. BOLTS TO BE ASTM A-307 GALVAIMIZED STEEL, OR AIST 304 SERIES STAINLESS STEEL *f7W 36 ks. &ANNUM YTELD SIRENGTH
<br />10. ANCHORS 10 WALL SKILL BE AS FOLLOWS:
<br />(A) pawn-0wim,
<br />t/4*0 TAPCON AKMORS AS MANUFACTUM BY ITW SURLDIEX. INIC� (MIN. fc.3192 px.i.)
<br />1/4* 0 X 7/8' CAUT-11 ANCHORS AS MANUrACTURED BY DEVAL? INC, (MIN t'C-3000 P-)
<br />014- 10 PAMELMATE FICUALE 10 A iaIi"ii PLUS Amckm. As uARTFAcTuato elf LED CONSTRUCTION PaCOUM
<br />(r-SM IFAIL)
<br />AA) "UM EMBEDMENT OF TAPCO" ANCHORS MID POURED CONCRETE SHALL K 1 21/4' AND 2' FOR PANELMArE
<br />FEMALE UD III PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT Or 1/4-f IT 7/0- CAL"M ANCHORS SHALL BE 3 7/6' INTO COW.Am NO EWBEDMENT INTO
<br />ANY FINSH MATERIAL SWILL BE PERMITTED.
<br />1/4' P-20 SS SIOREWAUX DOLTS USED SHALL BE LONr EMOUXIM�SHDULD ANY FINISH MATEnk EXIST) TO rNGACE 3/4'
<br />IN70 ANCHORS.
<br />A,S) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVE*S BE FOUND ON THE EXISIING WALL Olt
<br />FLOOR. ANCHORS SHALL BE LONG ENOU01 TO REACH THE MAIN STRLICTUATE BEHIND SUCH PANIELS. ANCHORAGE %NMI
<br />BE AS MIFINTINED IN A.I) AND IN 42).
<br />(9) TO EXISTING ADICAM IRLDC, jA"
<br />- 1/4 0 TAKOW ANCHORS AS MANUFACTURED BY 1.7 W BUILDEX. INC
<br />1/:- 0 X ?/A- CALK -Al ANCHORS. AS MANUFACTURED BY OEWALT INC (1*-15W IT.*!)
<br />#14-10 ITAINEUMINTE FEMALE 0 AND PAAMMATE PIUS ANCHORS, AS MANUFACTURED BY ELCO CONS"tUCTION
<br />PRODUCTS P-6.0 F
<br />.*WORM �
<br />ism � 0
<br />.w INS
<br />Farm/'
<br />DIETAIL I
<br />SCAt I/e - I'
<br />f--05
<br />8 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANTELMATE FEMALE 10 111 PAMELUATE PLUS INTO CONCRETE
<br />BLOCK SHALA� BE 1 t/4"
<br />t2) MINIMUM EMBEDMENT a 1/4'0 X 7/41' CAUI-IM ANCHORS SHALL K 15 7/r INTO CONCRE11
<br />NO EMBEDMENT INTO ANY 140111SH MATMAL SMALL K PERMITTED.
<br />1/4' 0-20 SS SMALK BOLTS USED SHALL BE LONG ENDUCHM40ut!) ANY FINISH MATERIAL EXIST) TO
<br />ENGAGE 3/4' IWO ANCHORS.
<br />0.3) IN CM THAI PRECAST STONE, Oft PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL
<br />ANCHORS SMALL BE LONG ENOUGH TO REAC" THE MAIN STRUCTURE BEHIND SUCH PARELS. AWJ.OqAGF
<br />SMALL BE AS MENTIONED IN IIA I AM IN 0,2).
<br />(C) ANCHORS SMALL BE INSTALLED I'MLOWIMID ALL OF THE RECOMMENDATIONS AND SPECIFICATION% OF TK ANCHIOR'S
<br />MANUFACTURER,
<br />17 it 3HALI BE THE RIESPONSOPUry OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE W14ERE SHUTTER
<br />13 TO BE ATTACHED 10 INSM PROPER ARICHORA" THIS SHUTTER SWILL ONLY K ATTACHED ITO COmcftM BLOCK
<br />Olt
<br />12 THCE INVALLATION CONTRACTOR fS TO S1AE/C4ULX ALL SHUTTER COWONDB EDGES WHICH REMAIN IN CONTINUOUS
<br />CONTACT WITH THE BUILDING 10 PREVENT WIND/RMN INTRUSTION CMXK AND %A SHUTTER TRACKS ALI AROUND FULL
<br />LENGTH
<br />13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN INS ORAWING PLUS ANY ORAMNO AND IDIOTIC
<br />REGULATIONS PROVIDED BY THE JJRISDFCIIOR WHERE PIRMIT IS APPLIED TO.
<br />14, AIR" WINDOWS Mo DOORS, INC. f - Z HANG; STORM PANEL SMnEm- is POW no
<br />15 111) INS PRODUCT CVALLIA71ON DOCUMENT (PC 0.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />mroRmATiON FOR A SITE SPECIFIC PROJECT; 1.9, WNEOIC THE 9Ir ComOrnoms DEWATE FROM THE P.r_O
<br />THIS PROOQCt SAM ON THIS L.0 PROVIDED Hr./SHE INDIES NOT WvMn FROM THE CONIXTIONTS DETAILED ON
<br />THIS DOCUMENT CONSTRUCTION SAFM AT SITE IS THE CONTRACTOWS RESPONSIBILITY,
<br />W THIS PRODUCT EVALUA70H DOCUMENT MLL I* CONSIDERED mmo= IF MODIFIED
<br />ITT) SITE SPECIFIC PROJECTS WALL W PREPARED By A FLORIDA REGISTERED ENGINEER OR Aft'HITECT WATCH WILL
<br />BECOME THE P,621NE[=," It.) ESPONME MR ?HE PROP"
<br />0 or O�W
<br />USE OF THE REPOOD AMT WAS � WE IED IDN00FAMILL T90E TAK FIX. 0 ENGTMEER� SHALL
<br />9~ TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(a) INS PLD. SHALL BEAR ITIE DATE "0 ORIGINAL SEAL AND SIGNATURE Of THE PIRDITIESSiONAL ENGINEER Or
<br />RECORD THAT PREPARED ft
<br />IS STORM PANEL MANKIFACTMIR'S LOU SHALL BE LOCATED 04 A READILY VISIOLE LOCAMON AT STORM PANEL 14
<br />ACCORDANCE WITH SECTION 1709.0 3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVFRY OPENING
<br />LABELING To COMPLY WITH wC'm 1 709 9 2 or Tmr FLORIDA BUILDING CODE
<br />INSTALLATION ' OLIN FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANIELA)INTO POURED CONCRETE OR CONCRIErE BLOCK
<br />AR,
<br />,soon
<br />5
<br />g ��Il-.:,�-,.,,,��
<br />SOL so.Emr
<br />mr= "
<br />RDIA1100
<br />10 CAM
<br />PRE f
<br />p utm up unma INST,
<br />art-ITIMMI&A AIV
<br />IF
<br />WIN
<br />WR
<br />01 L
<br />111V ft
<br />IF
<br />ITT
<br />; if
<br />am OF
<br />Aft"ORTIA11
<br />Oft.
<br />lit
<br />Mir/
<br />SUILDINIG
<br />WALE S/S-il
<br />MDOR TO CIELNG kiiOUNDNO imST. BUILD -OUT MOM my,
<br />SECTION r
<br />WAR& -q as
<br />ITT 10
<br />Raw"m �x.m 0
<br />ow 0
<br />movq
<br />.44167
<br />v. a BOTTOM opmarma CAM K
<br />R FLORIDA RUWNG CODE
<br />I= D-11.0
<br />iml _`xu .
<br />we, FT)
<br />A
<br />P&TO,
<br />_10-0
<br />CD
<br />a)
<br />.9--
<br />-
<br />Q
<br />>
<br />(D
<br />(D
<br />2
<br />CD_
<br />Ca.
<br />C
<br />0
<br />0
<br />MO
<br />Cu
<br />-0
<br />Cn
<br />C
<br />(D
<br />=3
<br />-0
<br />0
<br />-Cu
<br />Cn
<br />0
<br />0
<br />(D
<br />CU
<br />0
<br />0
<br />Cu
<br />u-
<br />164__
<br />0
<br />Cu
<br />>
<br />.Cn
<br />Cn
<br />E
<br />2
<br />CL
<br />Cu
<br />1002
<br />Cu
<br />CD
<br />0!
<br />14
<br />z
<br />z
<br />w
<br />mi
<br />C-11,
<br />LL_
<br />C=
<br />Cn
<br />C= CC
<br />IV
<br />'CIL
<br />w
<br />E
<br />CUT
<br />cu
<br />E
<br />U)
<br />W
<br />U)
<br />Cu
<br />CAR.
<br />CAR.
<br />0
<br />Cu
<br />m
<br />=3
<br />LLI
<br />z
<br />z
<br />SHEET NO.
<br />SH 1.2
<br />
|