|
VAX" A.D.
<br />Vox. PMINIMUM
<br />SEPARATION
<br />N
<br />TO
<br />%1jr.Aff
<br />70 GLASS
<br />MN06
<br />-S&D, -753
<br />70' OR LESS
<br />2 9/16-
<br />BOLTED
<br />Z`w a
<br />46&CL -7&3
<br />70' OR LESS
<br />2 ?A-
<br />MYED
<br />a
<br />Mrong(P;6Y =4- OF?:5. PANEL M-S A, WINGNUT AT OVERLAP4OX OF PANEL LENGTH
<br />&SA
<br />PRESSURE
<br />RATING
<br />MAW" ANCHORS sPAM FOR E. m v 3 I/V
<br />APPLICABLE 70
<br />SECROMS
<br />ANY 'DOMMO11 &TION
<br />OF YNEM
<br />MAXIMIAM PANEL
<br />UDWH L* (K)
<br />TAPOOM
<br />GAuX4N
<br />FAMELVATT FEMME 0
<br />PLUS
<br />TO CoRmn
<br />ITO
<br />10c0ocRM
<br />110 COMORETE
<br />OLM
<br />70 co,mim
<br />TO CONCRETE
<br />I
<br />O ONCIE,
<br />ITO CONCRETE
<br />12*
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12*
<br />N/A
<br />V III 2
<br />Icr
<br />1.
<br />51
<br />1.
<br />4'
<br />TOM)
<br />12,
<br />3.
<br />127
<br />51
<br />11*
<br />+66.0. _115.3
<br />NIA,
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />70, OR LESS
<br />7'
<br />N/A
<br />1 6 1/2-
<br />N/A
<br />4 lIr
<br />N/A
<br />4 1/2'
<br />N/A
<br />3' (Top)
<br />Tr
<br />N/A
<br />12'
<br />N/A
<br />9 lIr
<br />N/A
<br />a 1/2*
<br />N/A
<br />S. (saftum)
<br />TY
<br />N/A
<br />12'
<br />N/A
<br />le
<br />N/A
<br />12'
<br />N/A
<br />4, (TOP)
<br />12'
<br />12-
<br />19 1/2'
<br />1
<br />ll*
<br />Ir
<br />11"
<br />4' (BOTTOM) I
<br />*UWM'W INLO W. AS. OEM PRESSURE RATING.
<br />llkllt SHW 26 MR ANCHORS TYPE & SAW. MR PST*L~ KID WOOD
<br />SPACHISS AN MINIMUM EDGE OMWONE ARE 01MATEG ON
<br />SCHEDULE. MR tO. LOS THAN INDICAM ON SOMMILE MUM MOM VACM
<br />By MULTIPLYING SPACING SHOWN ON SCAM" SICK FOLLOWING FACTORS, M
<br />THIS OPOMMU TO BE POSSIBLE, POWDEO IMAGING OBTAINED USING Ph" SPAU
<br />Not OF IM It" M011MUM SPAQ04 INDICATED FOR OWN ANCHOR TYPE AT
<br />ANCHORS LEG M
<br />Amam m
<br />T_
<br />o, mmm VKw Di)
<br />3
<br />J
<br />3
<br />21/2
<br />mwwAilP, jow�
<br />3
<br />1
<br />a
<br />3
<br />4
<br />A cmwm ra
<br />f9m
<br />I -1 Ill
<br />1A6
<br />HAD
<br />-W CMV EWE
<br />A r
<br />----
<br />STORM PANEL -- --------------GETAUL
<br />PALS 90" BE INSTALLED AMAYS
<br />FROM LEFT TO RIGHT W/ 1/2' LED
<br />At END AT LEFT SIDE OF PANEL
<br />+ REGIMES Mu DISTANCE SETWUN WITOM
<br />AND 0 TO W_' Iw 112* OF PANEL
<br />++ RoGuREs UP. DirrAw BETWEEN BOTTOM OF PANEL
<br />AM 70 BE
<br />COMPONENIS EQR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL, SnIEMS
<br />(SCALE 1/2-l-)
<br />OGTAL WWW)---
<br />_U.50o` yftr 4"
<br />I
<br />C
<br />SIX
<br />_,M--.j .125'
<br />AmnS sw LIP
<br />ROUNDED CONNER 0 ENDS OF PANEL S
<br />ENO UP W/ HEMMED EDGE.
<br />wF- TRAM ANGLE WITH STUD
<br />P
<br />cALVAartED SINE(
<br />1.
<br />OR (NO
<br />w
<br />lormm
<br />OF P MM
<br />KEJ ROLE WASHER
<br />3.750 O72' OYP-) .7w 3IOS-HI54 ALUM. ALLOY KEY HM AT PANEL
<br />t 3
<br />SVE SHEET 5 RE ADDITONAL
<br />.8 LIMITATIONS IF SLEEVE WIDTH IS I A*.
<br />ONLY V" FOR INFULLAT)ONS 060
<br />I
<br />12 1 so, .373, crypi
<br />MAXSLEEVE 2 1 wow mUCT%jRm
<br />2
<br />2V m &Owl
<br />M-0 REV. `N' 14EQER U '' HEADER 790_I* MIN. TO W*
<br />MAX SLEEVE I
<br />aLtYiiR
<br />..... IN WA.�UOSIiY. PANEL H"GER
<br />0 I X w1am (USE ONLY kR Eo4 HANG STOW PANEL .470- SYSTEM) 6063-Ts ALLAL ALLOY
<br />1.125,
<br />ow 123' �. 4, r-L
<br />-1
<br />2.
<br />EN
<br />Mi
<br />@ & IWILD-OUT F ** TRACKfff"W1HONUT
<br />13S* f.270,
<br />I
<br />r-a.dw
<br />'N' HEADER
<br />IN ETAILS FOR REGULAR MEL(D
<br />INTO POURED CONCRETE 98 CONCRETE IM STRUCTURES
<br />ALTERNATE CONCRETE
<br />CONCRETE ANCHORS
<br />WMINII POURED CONCRIEV
<br />OR CONCRETE BLOCK
<br />REQUIRED.
<br />EXISTING POURED CONCRETE ANCHORS
<br />(Smm SCHEDULE
<br />I* Not now Iwo
<br />I
<br />CONCRETE ANCHORS _ e 2 /r
<br />--;w Mal,
<br />I. PANEL LENGTH
<br />GLASS I ON SHUSCHEDULT 3E
<br />-11 SSPAV I
<br />SEPARATION
<br />X-- 70 GLASS. I
<br />SHEETS
<br />FLUON
<br />ON TO CIA%, (SEE SCHEDULE fA & To WR
<br />sow I
<br />(SEE SCHEDULE ON% 04 3) SPACER
<br />ANL SHEETS) , -
<br />ME SCHEDULE UNM W 7-1n PANEL LENGTH 'no" om 7-0
<br />ON SHEE7 3) (SEE SCHEDULE
<br />SEPARATION ON SHEET 3) 'I
<br />1( TO GLASS, CLASS
<br />-I SEE SCHIEDUU:
<br />g ON 1)
<br />;t-m OF V OF IV
<br />mw
<br />MAX-
<br />$PACEN, OF V
<br />U347H
<br />II
<br />L I
<br />ee I t/4- 04� i
<br />CONCRETE ANCHORS CONCRETE ANCHORS
<br />(SEE ScKOuLE ON (Sir SCHEDULE ON Em.
<br />11m POLM
<br />OF WALL OR SLAS SHEETS 9 THROUGH SHEETS 9 THROUGH I 1/11- LONG VAX ALUMINUM CONCRETE 1�
<br />7M �-*2
<br />REWIRED T. cONwTx*) 0) SPACERS 6 C.C. VALID FOR
<br />�X'
<br />POURED CONCRETE ALL DE54N AND PANEL..
<br />IRM BLOCK
<br />CON MMV4 POLIgm coNcRrrL LENGTHS PER SHEET 3.
<br />CONCRETE ANCHORS PEOUIRE,L OR CONCRETE BLOCK
<br />(SEE SCHEDULE ON LONG ALUM" SPACERS 0
<br />t ON
<br />in)
<br />SHUTS 9 & m)
<br />woumnma qUu OUNTING WALL MOUfMNQ /DIRECT MWt]T WaPACE0 OR IQ
<br />MAE& affisi ON 5
<br />LE
<br />'veloofty
<br />FLORIDA BUILDING CODE (Won High Hurricane Zone)
<br />diam TLWM Im FA. '
<br />O. 44167 24 GAGE GALVANIZED STEEL STORM PANEL
<br />_NOTE FOR CDMBJM=,OF SECTIONS
<br />GLOBAL. PIWECTW PRODUCTS,E.D. EDGE DISTANCE STATE 0
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE Oflt .m s* 01 SPw
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY _F, FL M14
<br />PHOW_ 20-175
<br />INSTALLATION.
<br />Imoom Na
<br />INSTALLAMN DUALS FOR SERIES 2009 & 1QQO E-Z HANG ST RM PANELI
<br />INTO EXISTING WOOD STRUCTURES
<br />:/4'0 L40 Sm" a r at W/
<br />Tol/2* MI,, TMADDO) FETE
<br />v or- W/ EKWr#4 SIODD '*A=.
<br />rw *00
<br />PENETRATION 09 "Em
<br />TO aff"m wow WAMrT
<br />SALs.
<br />Ot MD OF.(D
<br />I
<br />V, AND Or
<br />kci' JIM 1/24
<br />1/4; T
<br />W/410 ,I� samen a a 4kr
<br />TKA415`0" w HOPE IA BOLIDW)
<br />IaIY. THREADED PEN N 0
<br />OR
<br />SON low
<br />Wow 24 WE
<br />FLAT OR ON Eat
<br />1, iNSTAILATIM ARE VAUD IFOR 90 AND AtLqWUX4NQS WITH IFION LOAM
<br />UP To +w.O' AM UP TO V_ 2'
<br />FOR NEW WOOD Elm
<br />PAVE VIP, 2. W1 To ME SOUP
<br />NERN
<br />HOP AS
<br />HXX) OR 2WO MGtwf M40" TYPE ON ON
<br />Top & BOTTOM MEANINGS CAN RE COMBINED 04 ANY
<br />Why TO SUIT ANY WSTILLAWN,
<br />MAXIMUM PANEL LENGTH
<br />L+. OR L-.. (ft.) a
<br />MKID" As,!X
<br />PRESSURE RAT1Na.
<br />CONCRETE & *DOD
<br />INSTALLATIONS t
<br />2a0
<br />I"*
<br />W-01
<br />2so
<br />33-0
<br />to,
<br />lo'-Q'
<br />Sao
<br />fto
<br />a
<br />Cad
<br />r-7*
<br />fto
<br />#'-v'
<br />r--4'
<br />Sao
<br />71-21
<br />e-71
<br />ft*
<br />I -
<br />- -
<br />Pao
<br />#'_91
<br />s'-e
<br />tmo
<br />91-31
<br />slap
<br />EVE)",
<br />ill
<br />rE M/
<br />TVA 12 V2- O.C-
<br />PLATE WOMrED R ON
<br />SINGLE PANES Ali AT WH
<br />END *TTN_TM= M
<br />%RECI MQUbM A LWH ENO*
<br />Q
<br />MAXIMUM PANEL LENGTH
<br />-L+- Olt -L-- (ft,) a
<br />MAXIMUM A44,
<br />RATING -RATING
<br />(+
<br />CONCRETE a VOW
<br />INSTALIA-DONS' t
<br />I
<br />zoo
<br />tall
<br />121-10,
<br />011-r
<br />rAd
<br />i0-1-101
<br />01-01
<br />4av
<br />01-81
<br />9�121
<br />4&O
<br />0'_I*
<br />41-P,
<br />610
<br />71-e
<br />1-1.
<br />7'-3'
<br />6'-111
<br />Itail
<br />?I*-Ol
<br />61-51
<br />at'a
<br />7-0r
<br />fil-j'
<br />Ilso
<br />6*_11
<br />5-w
<br />load
<br />6-3"
<br />I 5'-2'
<br />Joao
<br />*'-e-
<br />MINI UM SEFARAT" To GLASS SCHEDULE
<br />MAXIMUM"
<br />UEN PANEL
<br />WAID SPEED 170 MP'l,
<br />WIND SPEED > 170 M,PM
<br />I)
<br />UL8tE514WNmj
<br />N&S"Al"m
<br />UNRESTRAINED
<br />RESTRAINED
<br />30 OR LESS
<br />T1'7-
<br />r
<br />6 1/4-
<br />>33 70 go
<br />7 1/2'-
<br />7 1/2'
<br />>90 TO 145
<br />1
<br />I
<br />7 I/X'
<br />7 Iq.
<br />II
<br />r4UrU k10%iHATlUft #'ftJJftMnM
<br />I [fal
<br />THRIADED POICTUATION
<br />,4.1* Lks
<br />Ek END or
<br />wAfL i/2*
<br />1/4-0 LAC SCRM # C MQ, W/
<br />I I= THREADED FTNEINAM
<br />TO wow WAGER.
<br />4.
<br />M
<br />#14.1mSSwo '
<br />0 ALE, or 0
<br />"01) HEADER
<br />--- aj
<br />?r32
<br />No NOT 0
<br />r Ga
<br />it,
<br />-SUPARATON-
<br />To 41,"m
<br />y4-'2w^-
<br />2 61lar MiP.
<br />• TO CLAIM. EVERY OVERLAP Ry EVERT
<br />i
<br />I a
<br />a
<br />12' PIC.
<br />r PosJ
<br />rs
<br />GmA.I i " I---- A
<br />IAdy-11w, /c,
<br />L L
<br />t,ATM NOTE YA W/
<br />/4'0 LAO SCRIMS 0 $PENT* RAPIA
<br />04. W1
<br />(2 MMO
<br />W.4' WOW AT
<br />REQUIRED FLAT RA*VwY OR ON a"
<br />BU112-.q Ma
<br />1014- ILYWOrAtOMALTERNA Kmt
<br />SCALE 110.1,
<br />It,
<br />FLORIDA BUILDING CODE (HI Valodiny Hu no Zone)
<br />20 GAGE GALVAN(ZE0 STEEL STORM PANEL rp.
<br />-
<br />/r--T,-LTE-co INc.GLOBAL PROTECTM PRODUCTS.
<br />tim. a & I ANY n- 3"14
<br />PINS
<br />I .1 =- A-1 ")PI'll-low 20-176
<br />D9000.,
<br />MAX (SEE SCHEDULE ON
<br />WIN.T-1 SHEETS 9. to All)
<br />6
<br />MR.
<br />AS
<br />0.1/4. 3/4, 4/5, 5/5 AL 6/5
<br />JW/6. 2W/5, 3W/7 & 0/7
<br />3" MAX
<br />11 Met.
<br />O
<br />'-I --T-r- -r--7-T T 7t
<br />Vs. m.s. aw
<br />(SEE SECTIONS
<br />;1
<br />OVERLAP
<br />L lal 1i IL
<br />�:
<br />1/4. 3/4. 4/S,5/51 I;/!$
<br />2/4
<br />W/C 2W/S. 3W/7 A%ttli
<br />-AW.40AS (SEE scom" ON SPEED; 9, To
<br />REGULAR STORM PANEL M ELEVATION
<br />(2) PADOEDURE TO DETERMINE MAXARM AIAEL LENGTH:
<br />MAN A POMM AID. DES" LOAN. DETERMINE VAXWN PANEL ID61H 'Lt* FROM
<br />FINAL
<br />(3) SEE ScHmu snow FOR.INN, Pon LENGTH FOR POWs" GUALWATION,
<br />Me
<br />I t WALATIONS INTO WOOD ARE LIMITED To x 95 P.%J. MAX AAA DESIGN PRESSURE RATING
<br />44167
<br />TOTEiTF
<br />74lum w-
<br />0� Mtie, c,
<br />1 24 GAGE G&VARIZED STEEL STORM PANEL
<br />wmw sy
<br />LOBAL MN PRODUCTS,TIM
<br />PROTE4m
<br />SA 51 snw
<br />PN,e, 0w.)m--ybw I** (05,)W#.wv
<br />20-175-
<br />INSIALLATAN DEIAIU EQR REGULAR MNEL01
<br />INTO WOOD SIRUCTURES
<br />MTft
<br />WOOO ANCHORS r_ O GLASS.
<br />/-Tsm SCHEDULE ON I(SEE SCHEDULE
<br />ON SHEET 3) SHUT i 1) > (1)
<br />--- I
<br />EXISTI PANEL LENGTH
<br />WOOD ANCHORS I smavir
<br />�=__ _L FOR
<br />MU SSCH�EDME ON ON sow I 1/4'
<br />SHUT .I V.#if
<br />MAX
<br />or I
<br />WOOD HE8_
<br />IM-t 2" D
<br />I E0
<br />LONG ALUMINUM SPACERS 0 12 1/2-
<br />11-C, "SEE
<br />WE FOR
<br />11 SEPARATION MAX, 1 1/2, LOW SLam,
<br />I MAX.
<br />tI
<br />1-( TO GLASS. - I PANEL LENGTH I
<br />SIX SCHEDULE (SEE SCHM"
<br />ON SHEET 3) ON SHUT 4) ON SHEET 3:1 I&M FEMALE ID OR FARM WYE
<br />-0
<br />-1 LI PLUS (SEE SCHEDULE ON SNIT t})
<br />It.& 80176
<br />2\
<br />I
<br />EXGE7lNG o
<br />ED STINC I1EPAGRLAARMS
<br />MASS GIASS (SEE SCHEDULE, -PLATE REQUIRED
<br />It I ON SHEET 3) Diffm mo W.1 SPACER 6A
<br />I---ALTERNAME 2W'
<br />3/8-1,
<br />' SEE WAILI ON SHEET T I FOR " PANEL LENOTHIS dt
<br />I0 12 1/2OC.
<br />It OESIGN LOADS FOR THIS INSTALLATION.
<br />t .0
<br />Or''S."
<br />I it A
<br />9 12 I/ O'r
<br />WOOD ANCHORS
<br />ST=w/ STUD (S ON sA W BE I t1r I" W.
<br />I SHEET 11) 4 IN= TO A ONE stSTORYluawm WITH Ir-or
<br />Purr tt
<br />2'x4* wu I I MWx ROOF RBwrr15 A MISTRIDT100 FROM Of
<br />"TE RECUIR5, OUROINg Now wimim ON Vert 11).
<br />I;W1N, SEFARKININ Q1A1$ INNIAMP
<br />C
<br />N STAGGERED W1 STUD WWD (A Almawn 0000 lkw TWA =WE FIEMM& la OR
<br />REQUIRED
<br />Ifs' (SEE
<br />SCHEDULE ON ISHEET 11) I A 11�4 `t2t/2' U, VA004 =V�Qoli
<br />A% DESIGN PF40MM
<br />.8% -0 Rif - (3) VAX 24 UM PAM LOOM 6 UM='M W At ANY OPENMG
<br />!ILI =.I A Acomm" Few I~ fmm "Noun ALIGNED w
<br />w m smmm PANOL UMTH a WALL MOUNTI RE MOUNT IM sIw iq
<br />V
<br />LTENflNG&MUE, 2W (4) X LONG WAM'COMPENENT JIM VOLL W AS VOWED ON
<br />A L INGIALIATION w t a Um 9%" ALL Its ONL
<br />SCALE
<br />I., a DVVM Of AM
<br />ETA MI:a.B 119 . cm Once) IN THE rulftu
<br />SCALE 3/8-1- VANS Owur I" MIND
<br />NOM,
<br />FLORIDA BUILDING CODE ("on High Uoolty Hurricane Zone)
<br />RIW1, INSTALLATION ARE ONLY VALID FOR MAX. AS.D. T".
<br />NO, 44167 24 GAGE GALVANIZED STEEL STORM PANEL
<br />DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS
<br />TOP & BOTTOM MOUNTINGS CAN BE As PER SCHEDULES ON SHEET 3 (EXCEPT FOR
<br />COMBINED IN AW WAY TO SUIT ANY ALTERNATE 2W) STATE
<br />11LIE COme. GLOBAL PROTEMON PRODUCTS,
<br />INSTALLATION.
<br />am FL =m
<br />Z MR NEW WOOD FRAME CONSTRUCTION: WOOD 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC M. (ft-Wag-'sm
<br />ms" or m5s OR EQUAL. I
<br />GENEML N=
<br />�����A
<br />DOCUMENT (P-FO.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE
<br />1/4"o TAPOON ANCHORS, AS MANUFACTURED BY LTW SWUM, INC
<br />WITH THE 2OZO (7th WITCH) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL MIT BE INSTALLED AT HIGH
<br />It*-10 PANELMATE FEMALE ID AND PANELVATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES {MARL -DALE I SUROWARD CCUN"ES).
<br />I LAC SGREWS PER N.b:&
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION I $00 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND
<br />�4V
<br />7 HV# . 5/5' WOOD BUSHING, AS DISTRIBUTED Ill ALL POINT SCREW. BOLT & SPECIALTY CO,
<br />SPEED AS REWIRED BY THE JURISDiCTKIN WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIREMONAL41' FACTOR
<br />KD-0.65, USING ASCE 7-19 AND SHALL NO VX41EW THE MAXIMUM (kSM.1 DES" PRESSURE RATINGS INDICATED ON -EETS
<br />CJ) MINIMUM IME40M PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND r FOR ELCO PANELMATE PLUS
<br />3. 9 IHAU 12 & 17, i4L
<br />AND PANEUPU FEMALE IV.
<br />IN ORDER TO VERILY THE AWK CONDITION, ULTIMATE DESIGN WIND LOADS OrYMMED PER ASCE 7-HI SHALL BE FIRST
<br />REDUCED TO "O, DESIGN PRESSURE RATING BY MULTIPL,Y(NG� THEM BY 0,6 IN ORM TO COMPARE THESE W/ W, (00,11)
<br />CJ) IMJOMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAY UNIT SIALL BE I I NO THREADED
<br />DESIGN PRESSURE PAU45 MC41ED ON $NVM S, s THPU 12 & 17. IS,
<br />PENETRATION INTO STUCCO SH64LL BE CONIMOO AS PART OF THE REWIRED ll4READW PEN M,
<br />IN ORDER TO VOW THAT ANCHORS ON THIS P.U. AS TESTED WERE NOT OVER WRCSSEO, A 339 INORPSE IN ALLOWABLE
<br />STRESS FOR WIND, , LOAM WAS t= USED IN THEIR ANALYSIS. FASTENERS SPACING M WOOD HAS BEEN DETERMINED IN
<br />MINNUM EDGE INSTANCE OF L40 SCRE". INTO WOOD SMAU BE AS INDICATED IN THIS DRAWING
<br />ACCORDANCE WITH, NAXS. 2018.
<br />STOW PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS KEN VERIFIED IN ACCORDANCE WITH SECT" 1609.1 2 OF
<br />CA) MINIMUM PENCIFLITION OF WOW allSHING SHALL BE S/8*. fle 11-20 SCREWS USED SH41 BE t ]IV LOW MINIMUM
<br />THE ABOWMENTIONIM CODE AS PER AMERICAN 7W LAB Of SOUTH FLORIDA REFORM f0514DI-GI AND 1021942-09, AS
<br />SHOULD STUCCO EXIST, AND I' whvAN FOR WALLS WITH NO STUCCO.
<br />PER SSID 2-0 It ASW E 3250-02 STANDARDS, AND AMERICAN TIESTING LAB SOUTH FLORIDA REPORT J1123,01-10 AS PER
<br />TAS,-ZOI AND TAS-203 PROTOCOLS. AND AS PER -CALCULATIONS PERFORMED IN ACCORDANCE W/ SECT" 1604 Or THE
<br />05) #4 CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO 00 WOW 610AAas W FOUND ON THE EXISTING
<br />FLORIDA EKJlLDfW COME
<br />WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN CA), C2) A t4)
<br />2. ALL ALUMINUM EXTRUSKM TO BE $00-IS AUDY AND TEMPER, (UNLESS OTHERWISE NOIED), SEE SHUT 2
<br />(0) ANCHORS SHALL BE INSTALLED FOLUDIM14P0 ALL OF THE RE)COMMIENITATIM AND $PECIF"t*AS OF THE ANCHORS MANUFACNAER,
<br />3, ALI. ALUMINUM SIM METAL USED AT CLOSURES SIALL PAVE 340"14 "OY.
<br />a PANELS WAY ALSO BE INSTALLED HORIZONTALLY FOLLDNANG INSTALLATION DETAIII5 SHOVIN ON SECTION I VAWW 6 (SHEETS 4
<br />4. ALL STEEL SHUT METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTU A-453 DRAW 80 MINIMUM, 0-60 OkLVANIM
<br />THROWN 5) EXCEPT THAT MCAOM(p &(D SHALL NOT BE USED,
<br />STEEL MIGRATION W/FY. 021 kW (AFTER ROLLED).
<br />S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE MUGFW WHERE SHUTTER IS TO BE
<br />5. ALL SCREWS TO At SUNLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COAXED CARBON STEEL. AS PER CAN
<br />ATTAMW 110 INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAME
<br />BUILDINGS,
<br />SOCIS 56 WI STRENGTH AND 90 ksi TENSILE STRENGTH AND SHALT. W1 FLORIDA BUILDING CODE SECTION
<br />W�.
<br />241
<br />10 EACH REGULAR STORM PANEL Writ LENGTHS OVER 90'. AS PER SECTIONS 1, Z 4. 5, 6 AMP ALtERMAnves iw, SW a 4w ON
<br />SHEETS' 4. t 6 & 7 RESPECTIVELY: SHALL HAVE A LECIBLE AND READILY VISIBLE MARKING INSTRUCTING DOER OR TENANT TO
<br />6. BOLTS TO BE ASTM A,-5Q7 GALVANIZED STEEL. OR AN 304 SERIES STAINLESS STEEL WITH 38 k. MINIMUM YIELD STRENGTH.
<br />SECURE PANELS WIT4 APPLICABLE REINFOROWENT DURING PERIODS OF HURRICANE WARNING.
<br />7. ANCHORS To WALL SHALL EIE AS FOLLOWS,
<br />I 1. THE 04STALLATIUN CONTRACTOR IS TO SEAVCAUL9 ALL SHUTTER COVR04M EDGES WHICH REMAIN IN COAMWOUS CONTACT WITH
<br />THE BUILDING IV PREVENT WM/RAIN INTRUSKOL
<br />(A)
<br />5AI/Wo %T*1CUW �ANPRM
<br />AS MANUFACTURED By LTW. aviDex INC, (m"' '"4192
<br />12, MAN PANE. INSTALLATION SHALL COMPLTWn4 SPECS INDICATED IN THIS DRAWING. PLUS ANY BUILDING AM ZONING REGULATIONS
<br />1/4- 0 Y, 7/8- GA1.K-1N ANCHORS, AS MANUFAMUNE0 BY OeWALF IN!_-
<br />PROVIDED BY THE JUMSDICTICIN WHERE PERMIT is APPLIED TO
<br />IM0TO SOLIC-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SC"' BOLT & SPECIALTY CO.
<br />(1 f'�Sm P44
<br />t 5. PRODUCT VALUATION DOCUMENT (P,LDj PREPARED art TI#.S ENGINEER IS GENEM AND D=, (TOES APROME INFORMATION
<br />i14-10 PANFUMAIE FEMALE 10 & PANCUMPIE PLUS ANCHORS. AS MAHLIJACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />FOR A SITE SPEOrIC PROJECT; N.M WHERE THE SITE CONDITIONS DEVIATE FROM THE P-M
<br />I/rO ZAMAC NOUN MOMS, AS MANIA"AICAIRM BY MWALT, INC-
<br />(b) CONTRACTOR TO DE RESPONSIBLE FOR THE SELECTION, PURCHASED INSTALLATION INCLUDING LIFE SAFELY OF THIS PRODUCT
<br />A I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BF I SIC; 2* FOR ELCO FANELMAXE AND
<br />BASED ON THIS P.E.D. PROVIDED TNEJ5IIE DOLE NOT DENRIATE FROM THE CONOTTIONS DETAILED ON THIS 00GUMION't.
<br />CONSTRUCTION SAFETY AT S(M IS THE CONTFAC'MS RESPONSIBILITY
<br />FOR ZAMC NQUN ANCHORS.
<br />A,2) CAL X-IN A. SOLO -SET ANCHORS SHALL BE EMBEDDED 7/6* ROD THE POURED CONCRETE. NO CIAMMIEW INTO
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED 9WAUD IF MODIFIED
<br />STUCCO Sfti� HE PERMITTED- J/r 4�20 SCREWS USED SIMILL BE 1 1/2' LONG MOM"M SHOULD STUCICI EXIST,
<br />(4) SIM SPECIFIC PROJECTS $KILL BE PREPARED IN A rLORDA REGISTERED ENGINEER OR ARWITEK7 W141CH WILL BECOME' THE
<br />AND I' MINIMUM FOR WALL$ WITH NO SJUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SIGE" W/O HEAD,
<br />ENGINEER OF RECORD OR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WIND NUM
<br />PROPER USE OF THE OF MOM ACTING AS A OELOATED ENGINEER TO THE
<br />pzo. ENGINEER, SHALL SUBMIT 70 THS LATTER THE SPE SPECIFIC MWINGS FOR F"AV�,
<br />A.S) IN CASE THAT PRECAST STONE. POZAST CONCRETE PANELS PAVERS, STUCCO OR WOOD BMW RE FOUND ON THE
<br />EMSTIVIC WALL OR FLOOR, ANCHORS SNAU, OF LONG ENOLIGH TO REACH VIE MAIN Srftcrm BEHIND SUCH PANELS
<br />P.E.D. SHALL BEAR THE WE AND ORIGINAL SEAL AND SIGNA'aft OF THE PROFESSIONAL
<br />ANCHORSHALL, BE AS MENTIONED 19 A.1) AND 04 A.2).
<br />ENGINEER OF RECORD THAT PREPARED IT
<br />(0)
<br />14. SHLtTTEA: MANUFAMM'S LABEL SHALL BE LOCATED ON A READILY VVMX LOCATION AT STORM
<br />1/4' It TAPOON ANCHORS AS MANUFACTURED BY 1. T, W WILM. LAC:PANEL
<br />UTTER ACCORDANCE WITH SECTION 1709 9 2 OF FLORIDA BUILDING CODE ONE LABEL
<br />SHALL SHBE PLACED IN FOR VERY �
<br />OMWG� LAI]CUNG TO WIN SECTION 1`709.9.3 OF THE
<br />1/1� 0 . 7/11 CALK-fN ANCHORS, As MANUFACTURED By OEWALT, INC
<br />FLORIDA BUWNG CODE,
<br />1/4 It X 3/4' "SOLID -SET ANCHORS, A$ DISTRIBUTED BY ALL POW SCREWBOLT & SPECIALTY M
<br />#14-10 RAWAMATE FEMALE W AND FANELMATIE PLUS ANCHORS° AS MANLIFACTURED BY LLCQ CONSTRUCTED! PASO
<br />1/4- 0 AMAC NAIIAN ANCHORS, AS MANUFACTURED BY DEWALT, INC
<br />T EOME MINIMUM MKNOF "IiM, ttCl) PANELMATM AND 14MIC NNUN ANCHOR. (KID THE _4
<br />0.1) MI�t N -
<br />0 FLORIDA BUILDING CODE (Man High Velocity HMrricone I
<br />BLOCK UNIT SHALL BE
<br />8,2) GALL( -IN & Soutt-SET ANCHORS SWILL BE EMBEDDED 7/8* INTO THE CONCRETE BLOCK UNIT, NO %,44-67
<br />3
<br />Wc
<br />24 GAGE GgVANM STEEL STOW PANEL
<br />fA
<br />vAl"04
<br />Mccc SHALL BE puwrfm. 1/4, 0-20 SCREws USED SHALL BE I I /V Low MINIMUM SHOULD EXIST,
<br />w
<br />OME
<br />AND I' MINIMUM MR WALLS WITH NO STUCCO. STATE I I, .
<br />ELS) IN CASE THAT PRECAST MNF- OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FIT FO p
<br />IrT, Ll c 0
<br />GLOUL PROTECTION PRODUM U.C.
<br />Im *. $I s1 TT
<br />EX*TWO WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH P
<br />ANCHORAGE SRAU. BE AS MENTIONED IN BLI) AND IN H.2). L
<br />'J"
<br />AH ps� aviLlwainn/miE
<br />I
<br />INSTALLATION DEMLS FOR REGULAR PANEL I
<br />INTO POURED COMM OR CONCRETE BLOCK STRUCTURES
<br />CONCRETETWG POURED CONCRETE
<br />_�IST'AKi POURED `fir GONGREtE BLOCK
<br />REOUI#EG,
<br />CONCRETE ANCHORS cmmm ANCHORS
<br />(SEE (SEE ON-
<br />SW-t7S 0 THROUGH 10) POURED
<br />SHEETS 0 "DOD" 10) f- CONCRETE OR
<br />4)
<br />II Cowwm
<br />Koum, 1/4
<br />NRETM404M
<br />(SEE SCHEDULE ONN
<br />SHEETS 0 1 Go)
<br />I
<br />AE
<br />11
<br />1 __(j) 1
<br />ON I S&',$.%TKW SEP TO GLASS.
<br />GLASS
<br />00 (SEE ftlimk' 4(SU SCNMXU
<br />ON SHUT 3 ON SHUT S) EL
<br />TO CLASS. PANEL LENGTH
<br />I : ON SHUT 3) PANEL LENGN
<br />CONCRETE ANCHORS _+:� � i -I ism SCHEDULE (SEE SCHEDULE
<br />(SEE solebULE
<br />(SEE SCHEDULE ON- ON SHUT 3) ON SHEET 3)
<br />Q 11 u
<br />SHUTS 2 THROUGH
<br />I I
<br />OF V
<br />11 GLASS
<br />Of v
<br />@ 1 MAX.
<br />I
<br />12 Or.
<br />OR APFUCAIILQ�
<br />COW" ICONCRETE AacHORS -VaMlm 1T% Ste. at "- . . . - I (SEE SCHEDULE ON IIREDUIREM
<br />.... . ...... SHUTS 9 THROUGH
<br />12 ll Im
<br />TERNATE ONLY Wy/ *ONLY WHEN
<br />'O
<br />& CALX_1N AN.
<br />LEG LOCATIONNNEN POURED CONCRETE
<br />ARE USED W./,& OFt CONCRETE FILM
<br />=E=�
<br />AMC
<br />ALTERNATE CONIC CRETE CONCRETE ANCHORS ARE USED, REQUIRED;
<br />ANCHORS tsm SCHEDULE ON VAGGM W/ "d-,
<br />(SEE TT%tEOINlE ON
<br />SHEETS 9 THROUGH lay
<br />MLL MQUEMN WALL MOUNTING DIREct MOUNT
<br />SEMON 2
<br />SCAM 3/8-1*
<br />SCALE 3/8�i'L 5m'A
<br />FLORIDA BUILDING CODE (Non fth Whiclivy Hu no Zone)
<br />Ja
<br />7 GAGE GALVANIZED STEEL STORM PANEL
<br />0.4416 BMW r'.
<br />COMBINATION QE 0�*
<br />EDGE DISTANCE 11LIECO INc.GLOUL PROTECTOR PRODUCTS, LLC. TxTE
<br />WE SCHEDULE ON Top & 90TTDM MOUNTINGS CAN BE STATE 0
<br />010 " S,
<br />SHEETS 9 10) COMBINED IN ANY WAY TO SUET ANY -175
<br />-Z.D 20
<br />jNVIALlATION.4Ai
<br />II
<br />INSTALLADON QUAILS FOR REGULAR PANEL I INTO WOOD
<br />ALTERNATE LEG
<br />4*.a* M., W Aul"mm
<br />ADEDUACY OF EXSW40 WOOD BEAM TO RE CERTIFIED BY
<br />OR
<br />--rANCHORS ALTERNATE WOOD ANCHOR5 r__ i I/Iw my WAS" Now
<br />. HEDULE ON {SEE SCHEDULE ON
<br />SHUT it)
<br />12 I PLC
<br />IWOOD HEADER
<br />.REQUIRED
<br />100 fl ww
<br />ANCHORS k
<br />1 (Sm SCHEDULE 6w-
<br />I 04M 1 1)
<br />EMANATION TO
<br />SCHEDULE It
<br />TO
<br />GLASS. ON stim 3) SET'AFATIONI
<br />ON SHEET 3) (SEE SCHEDULE No,
<br />:I I PANEL LENGTH
<br />=.11R 1�
<br />'rie FA
<br />(SEE SCHEDULE
<br />PANEL LENGTH ON SHEET 3)
<br />SCHEDULE
<br />1 (SEEON
<br />SIM 3)
<br />- -t-- -
<br />I
<br />OF V
<br />OF 'V MAX
<br />MAX
<br />0 12 1/2* O.C.
<br />NO
<br />AUI LIMB 9fAlf:
<br />6
<br />I 1/4'
<br />WOOD 2.4 WOOD
<br />CK REGURRED ANCHORS
<br />WWO
<br />WIND ANCHORS r11, -- (SEE SCHEDULE ON
<br />SEE SCIDULE I
<br />I!A i
<br />rtEILIRra AND UVR MOUNTING BUILD -OUT MOUNTING
<br />ALTERNATIVE n ALTERNATIVE 4W
<br />SCALE 3/8-1, "; into SCALE 3f8-1'
<br />AA
<br />L k
<br />%
<br />NO-44167 FLORIDA BUILDING CODE (Won smugh val"ity HU cons Zone)
<br />NNE FOR 1 *:
<br />t. INSTALLATION ARE ONLY VALID FOR MAX. A,,S,rl. f.p.
<br />TOP & BOTTOM MOUNTING$ CAN BE m .
<br />DESIGN PRESSURE RATING Cp-%f AND PANEL LENGTH$ it I 24 GAGE GALVARREO STEEL STORM PANEL ORMIN at.
<br />ii OFMt
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 1_r -
<br />INSTALLATION, 2. FOR ik let - 071w/am
<br />NEW WOOD FRAME CONSTRUCTION: WOOD 11
<br />. -
<br />11LIECOIN, MEMBERS TO BE SOUTHERN PINE No 2. W/ SMPMWIC ONAL PROIECtION PRODUM LLC. oft
<br />DENSITY OF D.55 OR EOLIAL OM E R. 3m.
<br />20-175
<br />P"aw- M4)11171%4. Fft (04)IM11-87117
<br />CELL •AWwrI
<br />P,E
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<br />SHEET NO.
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