|
ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 & -- , , - - . ----7
<br />3- MAX $07 wly. SIA/Is, 1` 311/19. 3' MAX,
<br />I. ANN ftWN/l�. 4 SWIM bea/20
<br />0
<br />0 0 0
<br />I I ITI 17,
<br />(a)-.0 T
<br />7--- 7'-
<br />MAX.
<br />PANEL LENCITH
<br />T
<br />(SEE SCHEDULE)
<br />Ir
<br />t
<br />sftw
<br />Ilarrom
<br />SA/IV. wvn %j a. ""ffu" k A" IN& 4/111. 0/10. 3-
<br />I' ANN. 'OR
<br />[*"W/I& 714011/10 &W/W gmL MwIll A, WW/" I WIN.
<br />ANCHORS, (SEE SECTIONS ON SHEETS 17, 10, 79 20)--
<br />OPTION J2 FOR UEE SAFETY STORM PANELa ELEVATION
<br />SCALE 3/10--1- 1/1 WIX w
<br />M, lu LIVE SAFETY
<br />lXMwff
<br />SECTION A -A
<br />SCALE 3/19,-"
<br />MAXIMUM XS.D.
<br />Wax. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />I PANEL
<br />DESIGN PRESSURE
<br />L (ft.)
<br />TO GLASS
<br />1
<br />CONDITION
<br />RATING (p.s.f.)
<br />(SEE SECTIONS)
<br />+55.0, -72.0
<br />a' -a"
<br />1 2 3/4-
<br />UNBOLTED
<br />INSTALLATION
<br />DETAILS FOR OPTION #2
<br />INTO EXISTING
<br />FOR UFE SAFETY
<br />WOOD STRUCTURES
<br />STORM PANEL SYSTEM
<br />C4, I'VOON 11
<br />If _ ED
<br />114 -0 TAPOW If r 0 C.
<br />TwwA=
<br />HEADER
<br />HEADER
<br />rOC
<br />HEADER
<br />WOOD
<br />1/2'
<br />1
<br />hk_
<br />2'
<br />2
<br />; - saiwasax, I i
<br />[MIND w MANY,
<br />IBM scNvAAA
<br />ft swul,
<br />_3
<br />IRRAMIMM
<br />1" NO,, cuss MAM
<br />PANEL LINGIN
<br />(SEE Mm I NOW)
<br />PANEL LENGTH
<br />EXIST.
<br />(SEE Narr I BELOW) GLASS
<br />7/6-0. 3/32-1
<br />WING NVT
<br />.0
<br />7 CID
<br />CONT,
<br />WIND Mtn "No
<br />WARIER 4, 12 LIT 04 (BEYOND)
<br />ADIED
<br />GO
<br />THIREADED THREDADED
<br />;:k
<br />AT mowlmH
<br />OF MATE OF PLATE
<br />".4MOO PLATE ax Do PLAT
<br />WALL MULLATION WALL W2 NQ USTALLAIM
<br />ft
<br />&FOLMAR 12 a
<br />IN, MUSMEMIEL ON
<br />SCALE 3/6--l- SCALE 3/0-- 1-
<br />. ...........
<br />INSITALIATONS ARE ONLY VALID FOR OL409M WITH A.S.O_ DESIGN LOWS
<br />TO .3&& -72.0 PSF AM PAWL'S LENGTH LIP 10 B--r 4
<br />2 FOR NEW WOOD FRANC CONSIRUCrICI* WOW U068M 10 BE SOUTHERN
<br />MR NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EGUAI.
<br />%
<br />2.
<br />EF
<br />a 6
<br />Im
<br />EXISTING
<br />L
<br />'n CLAN
<br />V NO. CLASS
<br />AMOMMIN
<br />PANEL U341H ON War, 16)
<br />(SEE Mun, KID"
<br />PANEL LENGTH
<br />TO LAN,
<br />�=_
<br />(SEE KIM I BELOW)
<br />_"K Sol""
<br />ON, w 16)
<br />S B
<br />WIND MIT
<br />/1 1/2'
<br />=M :ZATE'
<br />G
<br />Y4'&& M.S W/
<br />NANDI
<br />I _-7/8 ROD KV 7 2/32 WA,
<br />2 11r *,C W"WER, (wrow)
<br />1/4* TAIRCON 0 Ir O.C.
<br />1 1 2* ON. THIMEADED
<br />Or PLATE
<br />111001) RATE 164' WOOD PLAT
<br />WALL kfi0LIkM% DWAItATION
<br />SCALE 3/8'-1*
<br />PANrL
<br />SCALE 3/8-.1-
<br />FLORIDA
<br />COMPONENTS FOR SERIES 20 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1
<br />I$. I W (TOTAL WAGIN)
<br />12.5w- (uncm WIDTH) 2.2W*
<br />--1 1 �
<br />2=
<br />To
<br />j It
<br />Z244'
<br />0.036" NO. THICK H 3SOo' 2,5w,
<br />GALVAMM ITTED. EDGE
<br />ASIA! ATTBS3
<br />GRADE so MINIMUM DETAIL
<br />C-60 GALV
<br />h-2 470'
<br />(D STORM PANIE f --2.47Cr
<br />gEngsrr) *he TRAcK REVERSED -U- TRACK
<br />PAW1.1 Do UP
<br />W/ -EARNED CODE
<br />>
<br />.125* _12f
<br />b250-
<br />3.750*
<br />2
<br />END UP W/ HEMMED EDGE 750-
<br />(N.T.S)
<br />ISOMETRIC MW DETAIL A 000 2.000
<br />ROUNDED CORNER 0 ENDS OF PANELS
<br />4 S) v
<br />OWER 2-W(Max.) ALUM. ANGLE
<br />il r- 125' 6061-TO AlLon. ALLOY
<br />750
<br />1w. 441167
<br />FLORIDA BUft.DING CODE (Wgh Vol"" Hur cons Zo")l
<br />USED wMae. Net
<br />TE OF CASE GALVANM STEEL SIM PANEL OR" a'.
<br />Oi
<br />3"x3"(kAgxj ALUM, ANGLE STOP Ba 11LIECO.. ""L PRO"EcTs".51 psn"wDucl'l- LLC- -
<br />104 "MM, TW DAWL FL Us'.
<br />IT" LONG NU 20-176
<br />GM-TS Alum. ALLOY
<br />INSTALLATION DETAILS FOR I N #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POU ED CONCRErE OR CONCRETE BLOCK STRUCTURES
<br />V0, TAPOON AMCWORS TAPOON A14CMM li*' UPCON ANCHORS IT4
<br />TAPOON 00040M
<br />9, D.C. D.C. Ill" O.C. oc
<br />POURED DOWN" POURED CONCREM
<br />OR CONCRETE OR CONCRETE POLM Cow" POURED CONCRETE
<br />OR OR COW
<br />BLOCK REQUIRED BLOCK RECUMVED CONCRETE CRETE
<br />.1 1 BLOCK REOUNICD BLOCK REQUIRED
<br />-c 1/4' 7 1/4-
<br />E.D.0 E.06 E.D.0
<br />t7
<br />Own 18) wav'o
<br />GLASS
<br />L
<br />4'
<br />r - -
<br />4�1.r,; -Xl.
<br />__3
<br />TO LOA
<br />E-0. E_
<br />D*
<br />L. E 4
<br />X
<br />E
<br />pl/ ONG NVIF WASHER
<br />!/j:=/3214'S_S V.S W/ 11A'l 3212S
<br />0 12 I1r C.0
<br />3/32 ji
<br />* WIND RUT /32 (BEYOND)
<br />WASHER 0 12 I1r D.C. WZIIR ;=,
<br />TAPODk ANCHM
<br />WA� IAPOON VCHORS ___444' I/r Oc
<br />lIr O.0 4 1/2' D.C.
<br />W4' TAPCON ANCHIM
<br />(STAGGERED B/ STUD) a 4� Cr OC
<br />(STAGGERED W/ STUO)
<br />_POURED CONCRETE -"ED CONCRETE POURED CONCRETE
<br />04 CONCRETE BLOCK eDURED CONCRETE
<br />OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK
<br />REOUIRED REOUIRED REQUIRED 1110OLARED
<br />WAU MQUND *WALUTION WALL MUNnNiG INSU"TM WAU mwKnNQ 9 WALL hWWNQ 00TALLAM
<br />0 SECT" 38 SECTM "
<br />EM _ffW"M
<br />0 REMA"RAM 0 M SAFM PANEL & KWAM-rm" Ill A0EMPANEL
<br />SCALE 3/a.." SCALE 3/0-- 1 - SCALE 3/r-1, SCALE 3/0'.1'
<br />SIX Well, 1 20 FOR ANDMONS TYK
<br />9 Ak
<br />ANONOR INK
<br />- I - /4*......
<br />WOW
<br />BRACING FOR OW41ATM MO IOOD
<br />"Re"
<br />..= "I'm AND Mo."
<br />am DGYANCE ARE WINDOW ON "a
<br />*Wee- 0.)
<br />3
<br />SCHMAL, Mo EA In& TWA INDICATED 0,
<br />SOBBLILE FROM mcnan w%cm IV
<br />OUVWLY"d OWING so" ON SONEDIAl
<br />N&Ne,I
<br />MR u M own*
<br />FROM
<br />BY THE FOLLOWING MM. FOR TIRL
<br />OPUMNIN TO IS POMLL REDUCED
<br />.77
<br />WAOSIG OWPPAED am FACTOR SMALL Not
<br />It %=01M
<br />FDA
<br />'AQ
<br />_j
<br />FLORIDA
<br />INSTAUATION DETAILS EOR OPTION #2 FOR UFE SAFM STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />I -1/4'PTAPOONGIVO.C. _1/4*- TAPCON 9 C D.C.
<br />TIMEADED
<br />AT =2
<br />�n THREADED
<br />wOOD wOOD
<br />HEADER if! HEADER
<br />1". 12*
<br />f.�7 �,14 I/
<br />.1 rl/4-
<br />=MHEAGER 2' WOW REAM 2
<br />14".
<br />RECAPPED
<br />lzs�
<br />(3
<br />'L* N_
<br />PANEL LENGTH
<br />Isa NOTE I BELOW)
<br />2-.4- WOOD RATE 313r "N' On
<br />REOUNNED wASKR 0 5 114- ox.
<br />014-10 PANEUMATE
<br />0 6 1/4- MC.
<br />I=s
<br />w
<br />MIN. THREADED Tf;w
<br />AT MIDWWM Or PLATE
<br />SCALE 3/8-.1-
<br />Ima",
<br />, INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH ALSO, DESIGN LOADS
<br />UP TO +55.56 -72.0 PSF AND PAMELS LENGTH UP TO 6' _5"
<br />I FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />MAE NO 2, W/ SPWFIC DENSITY OF OSS OR ECRAL
<br />I ji
<br />i4
<br />"NOTION
<br />To OUNIS
<br />(KE 90,91KILE
<br />EXISTING ON werr 'a)
<br />GLASS
<br />PANEL LENGTH
<br />(SEE NOTE I BELOW)
<br />&S. ALS.w/.
<br />NUT
<br />A
<br />7
<br />Co.
<br />2*14' WIDOO 3 ONG NUT
<br />w4sNER to (BEYOND)
<br />BEGUN=
<br />#14-10 PANELWIT P44
<br />0 6 1/4' D.C. a
<br />Wk. TMREADEI) A"/%.
<br />AT MIDMOTH OF PLATE
<br />WALL MOU
<br />0 UFE SAFM PMFL
<br />SCALE 3/8p-iw FLORIDA BUILDING CODE (Minh I
<br />X/24 (SEE � 2 BrUM)
<br />esur S�s V/24 4'/2 4 W/ Be W/o ou NOTE a KID" 3' 2'/24 B- V/24 III an MOVE 3 qwn
<br />FDA DONORER AAGNQft SEE
<br />L.C. r CONCRE
<br />wm
<br />or 9011111,11.0 warv,_
<br />M. smw as (su SCHIMUL, ON U) MA.
<br />r W! END OF
<br />1
<br />17-
<br />1411i "TV" PAWL) am NOTE 2. 3. A or A
<br />SM A= 2. 3. 4 INDIAN
<br />'77,74, '45;
<br />"T
<br />-4 t
<br />We
<br />AP
<br />7 40 X -L'
<br />j �NT
<br />I== 1
<br />[lup Jill I I I I Jill
<br />SEE NOTE IMUDW
<br />FOR COOCKR AMCHOW sm HAVE LOCATION
<br />VONMILF ON MHOT 0; FDA WOOD SIAIRV-': I/r I PANMS)
<br />SIT sernbell a" sHw a Ma
<br />W � t;g.MWjCLj TO HE INSTALLED AT EACH
<br />Z.r 0 ON a) TV/ ON W/OT - 0
<br />TO BE AT 004 9 ALWAYS SEE P=T&
<br />t:ge�INSTALLED
<br />SN2 IS
<br />TYPICAL EUNATION FOR 1000 REAR HANDLE TO FACII.
<br />=M TGNAAA JOE
<br />TYPICAL ELEVATION FOR S "
<br />A
<br />To BE = LED IF Off"DED TO BE 0WALL0 FROM
<br />E-2 HAW STORIA P_UELT%N E-Z HANG STORM INSIDE or STRUCIUME.
<br />PrIl" OF STRUCTURE- e6N&L2%LsyLsT2EM
<br />SOME 313r . I- wu vw
<br />DWI, 2/4' Ma. CAP
<br />I I 77"1�77 77 7 7 77 N_7 7_7 \ 7 7 7 7-Ts
<br />Ti`
<br />A;b SECT" B_
<br />Nola 7 am& vw - 1,
<br />(1)� DEFOATION OF SERIES 100ni E - Z HANG STCAM PANEL SYSTEM CONSISTING OF PANEL +
<br />MONS TRACKS AT TOP 6 PANDILMAIE PLUS OR IS* LOW
<br />(IrAi BOTTOM III PANELMATM
<br />0)� E - I WAIG SYORM PANEL SYSTEM CONSISTING OF PANEL -
<br />C-L TRACKS TOP & BOTTOM. (2). END PANELS SKALA- ALWAYS BE CONNEC WALL By MEANS OF
<br />19
<br />(2) SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PAMCUAATE OR. S L At BOTTOM. END PANELS
<br />(r4v. PROVIDED AT TOP OF SUCH PAWLS, SMALL BE Sc94E&If%0 I Eol.*lr-
<br />WIND NUT DR 1/4'0-20.3
<br />(JQ.2;, AS
<br />(3) IF DID PANELS ARE 00"CIP 10 BOTTOM TRACK, CONNECTION SMALL CONSIST OF OCwAw ON koTE (3)
<br />r M_S. IN TOIANIISCREW
<br />TW=1"2 YANG. NUT OR 114*ftlye M.
<br />9�*Y BOTTOM OF FASTENERS AT EITHER OF TWO (3) FOR CASES WHEN END PANELS ARE
<br />MAY
<br />END PANELS ARE . a���Ops_Top W
<br />W.
<br />EXTEINOR FLAT FLANGES OF END PANEL Mo PROVIDED AT TOP OF
<br />(4), IN CASE 74*1 END PANELS ARE NOT CONNECTE To BOTTOM TRACK (i.. A STW BAR
<br />Is ONLY 0 (4). FOR WALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />USEDt4jXT 10
<br />ATa AT LEAST TOO PANELS SMALL BE CONNECTED TO BOTTOM TRACK MOUNIEO 0 EXISTING OF PANDUMA, MllL
<br />= "" M=.PTO WALL
<br />USING SPECS ON NOTE (3) ABOVE IN SUC14 CASE. CONNECTION 01` PANELS MAY BE USED JOWLY M X7AT ON
<br />To BOTITOM TRACK MAY OCCUR AT ANY PANEL LOCATION TWO PANELMATES V NO SHOWN ON ECTION AND
<br />(5) SEE SECTION 1% 3' & A- ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25, EDGE
<br />NOT NEED TDOWBNEIR ZTZMAJ INDY -AWY PA"". IRACXFM%:� MTAEUED
<br />IIIIIIIIIIIN,yo, coo ITTO MEANS Iva
<br />SUCH THAT ADJACENT PANELS (8 1 LEFT & RIGHT SIDE OF PANEL) HAVE
<br />I,:.
<br />1141i,
<br />!it THEIR RETAINED By
<br />FLORIDA BUILDING CODE (Mgh Veloatily HIM cons zone)l
<br />No. 4 167 *3920 "13,000, INC- 20 UCE GALVAMMsTEcL STORM PANEL rp
<br />owm W.
<br />S OF am:
<br />11LIEC0.189, OL09AL PMCTION PROMM LLC. BY/0"'W""
<br />ONOIL FIT 33314
<br />Mto. "CAL 054)M-7$0. m, M4)0*-EM 20-176
<br />OWNING ft:
<br />_`V%ANIi4JMA`#-`L sL
<br />ow 33 or to
<br />I Ph, A V I KI i Is] Z 0 01:1 r I I A -mitimela
<br />INTO EXISTING POURED
<br />!L4', TAPCON ANCHORS
<br />il, r, " - 0
<br />CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />lIV. INICOW ANCHORS
<br />1, q ILC
<br />0 D.C.
<br />OURED
<br />pCw COMCME"Olk
<br />mum It
<br />OR CON BLOCK
<br />ACQUIRED
<br />'Mouwm
<br />Fc_ !�14
<br />I , I
<br />4 75
<br />WAIT 10
<br />EDA
<br />__I;:710'0 PANELMATE -%US W/
<br />0 WIND NOT WASHER
<br />;.?/32'
<br />be 1 0 C.
<br />POURED CONCRETE
<br />on CONCRETE BLOCK
<br />Mum"
<br />WALI mougnm
<br />!JALIATM
<br />S� 5A
<br />0 REQUILM PANIEL
<br />SCALE 3/6--l-
<br />SIX NEXT to & to MR ANCHORS TYPE 4
<br />mom vm
<br />1/4*.
<br />-
<br />V;upw
<br />i/A-W
<br />-ilia"llit"
<br />SPAM IN wwxt~ INTO no
<br />io. Now rusum 00
<br />3
<br />Few VIAOM
<br />3
<br />1
<br />ICMEDUUE FDA LO LAIRS TIVIN 64WAIM ON
<br />30MILE REDUCE ANCHOR VAOM BY
<br />MULTIPLY" VWJ4 *MN ON scwwm
<br />IN THE FCUDNM ItA�CMft im
<br />OPOIATIOW TO K POU� ININJOID
<br />VACOO MUMM MA FACION SHALL NOT
<br />K LESS THAN MOWN SPACM INDIOMID
<br />FOR V4H ANCHOR TYPE ON INS SCHIDW
<br />r
<br />to
<br />ILM
<br />E.D 0
<br />a'
<br />7,
<br />r
<br />,CD Or
<br />-Itre PAMELMATE PLUS W/
<br />=313r WIND ARIT WASHER
<br />_POURED CONCRETE
<br />on CONCRETE BLOCK
<br />REQUIRED
<br />WALL MOUNTING INSTALLATION
<br />a U EL
<br />SCALE 3/r-l"
<br />01
<br />C2
<br />e = c
<br />ti. g c
<br />CL. c
<br />cc 4
<br />Coo
<br />10
<br />In
<br />cj
<br />c
<br />It
<br />.p.
<br />Imm
<br />I E-Z H"Im STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E-D.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8� 1) MINIMUM EMBEDMENT OF TAPCON MCHORS NO PANELMATE FEMALE 10 & PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (M MIT") OF THE FLORIDA BUILDING. CODE BLOCK SMALL BE 1 1/4'
<br />DESIGN WOO LOADS SMALL BE DEWMANED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT OF 1/4'9 X 7/a* CALX-#I AWMM SMALL BE 15 7/0* INTO Co NCRETIE.
<br />FOR A WIND SPEED AS RMARED fly THE jL4asDX;nON WHERE THESE WILL BE IN TW�r NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED.
<br />WTEM60
<br />FOR A DRECTICK410 FACTOR Kd.0.85. USING ASCE 7-16 AND SMALL THE MUSi D 1/4' 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL DOST) To
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-til
<br />SMALL BE PAW REDUCED TO A.SLO. DES" WIND LOADS BY MULTIPLYING TOM BY 0-5 IN ORDER To &3) IN CASE THAT PRECAST $TONI- 001 PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />To COMPARE THESE W1 MAX. CkSZ) OICSIGN PRESSURIT RATINGS INDICATED ON SHEETS 25 At 25L ANCHORS SMALL BE LOW DO" TO BEACH THE MAIN STRUCTURE KHaMD SUCH PANELS ANCHORWA
<br />SMALL WE AS MENTIONED IN BA) AND 94 9,2).
<br />IN ORDER TO VERIFY THAT COMPONENTS AND 44CHM ON IRS P.F D. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE
<br />W 410WAKE STRESIS MR WIND LOAN WAS an USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS REIN
<br />DETERMINED IN ACCORDANCE WITH N.O.S� 2015_ (C) ANCHORS WALL 13E PISLALUED FOLLOWNID ALL OF THE RECOMMENINATIONS AMD SPECIFICATIONS OF THE M0400-5
<br />MANUFACTURER.
<br />STORM PANELS ADEOLAACY FOR IMPACT AND FATVA RESISTANCE 144S KEN VERIFIED W ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER FE14MMITION TESTING LABORATORY. INC, REPORT 1 2032. AS PROTOCOLS TAS-201. IT It SMALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCYURE 04ERE SHUTIIER
<br />TAS-202 AND IAS-201 is TO BE ATTAC14ED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED To CONCRETE, BLOCK
<br />2. THIS SYSTEM HAS BEEN DESIGNED To BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR VOW FRAME BUILDINGS.
<br />INSIDE W/O THE USE OF A LADOIER OR LIFT THIS APPLICATION IS YAW WHEN INSTAUAM IS INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR r. To SENL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE, CONTACT WITH YWE WLDNG 10 PFAWMI WINO/RAIN INTRUSION CAULK AND SEAL SHVITTIM TRACKS ALI AROUND FULL
<br />3. SERIES LOGO INSTOLLA71ON IS APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN mWALIATtOW IS REQUIRED To BE Ltwc;r"
<br />PERFORMED FROM THE 06U Or STRUCTURE IT SICNIM PANEL INSTALLATION SMALL COMPLY %WIN SPECS INDICATED IN THIS DRAWING ILUS ANY 13UILDW AND ION04G
<br />4. SERIES 2000 INSTALLAnON 15 APPLICABLE 10 SINGLIE AND DOW HUNG; AND HOP40WAL SLOERS 51YU WINDOWS Wori REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />INSTALLATION IS REOUIRED M OF PERFORMED FROM THE INSIDE OF STRICTURE- it ATRIUM WINDOWS AND DOORS. INC. E - Z HAND STORM PAWL SYSTEM� IS POW Pen n
<br />S. ALL ALUMINUM EXTRUSIONS TO BE 6063-11 ALLOY AND TEMI". (UNLESS OTHERWISE NOTED) 15 (4) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER is DENIM Me DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; i,qp. WHERE THE SITE CONDITIONS DEVIATE FROM THE P_F 0
<br />S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H14 ALLOY,
<br />(b) CONTRACTOR TO BE RM-Dk"LE FOR THE SELECTION, PURCHASE AND DWALLATION INCLUDING LIFE SAFEYY OF
<br />7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL OUAUIY STEri. ASlM A-653 GRADE 50 M.., GALVANIZED STEEL THIS PRODUCT 84M ON IRS PE.D. PROVIDED HE/SHIE DOES 10 OEMIATL FROM THE CONDITIONS DETAILED ON
<br />DES0041TION W/Fy- SIL5 4.1 (AFTER ROLLED). THIS DDCUMINT CONSTRUCTION SAFETY AT SITE IS THE CONtRACTONS RESPONIOLffy.
<br />8 ALL SCREWS TO fir STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATIED CARBON MEL AS PER DIN (4) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INV" IF NWFIED.
<br />5001a W/ W Iet YIELD SYREMOTH AND 90 k9i TENSILE STREW" & SHAITL COMPLY W/ FLORIDA BUILDING CODE SECTION 24113.3.4
<br />(d) SITE SPECIFIC PROJECTS SMALL K PREPARED an A FLORIDA REGIMABED ENGINEER OR W%CNfT[CT wMem WILL
<br />0. BOLTS TO BE ASTIR A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL WITH 36 ks, MINIMUM YIELD STRENGTH, BECOME -) FOR THE PROW AND *040 WALL K RESPONSIBLE FOR THE PROPER
<br />USE OF TTHHEE 921MCM MENO=CMIEW. AS
<br />ACTIOG A DELEGATED 04GWM TO THE P.E.O. MWEER. SMALL
<br />10. ANCHORS TO WALL SMAU BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC WARMS FOR REVIEW
<br />(e) THIS PE.O. SMALL BEAR THE DAM AND ORONAL SEAT. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />1/4-0 TAPCON ANCHORS AS MANUFACTIURED BY IT W SULDEx. imc (MAN, r..3192 v RECORD THAT PREPARED FT
<br />1/4- 0 9 7/8- CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (NON, Vc-3000 P.i.)
<br />014-10 PAMELVAIE FEMALE 10 & PANELMATIE PLUS ANCHORS. AS MANUFACTURED BIT ELCO CONSTRUCTION MDUCM. Ia. STORM PANEL MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION 061 STORM PANEL IN
<br />(f*333O 0.,i) ACCORDANCE WITH SECTION 1709.0.3,OF FLORIDA BUFLOW COCE. ONE LAM SMALL BE PLACED FOR EVERY OPEN".
<br />LABELING TO COMPLY WITH SECTION M9.9.2 OF THE FLORIDA SUIL1*4 CODE.
<br />A,i) MINIMUM EMBEDMENT OF TAPCON AN04ORS INTO POURED CONCRETE Sh%UL Of 1 3/4' AND 2' FOR FANELMATE
<br />FEMALE 10 & FIAMM614TE PLUS.
<br />AP) MINIMUM EMBEDMENT OF 1/4-0 X 7/8- CALK -IN ANCHORS SM4,1 BE 15 7/9- INTO CONCREM NO EMSEDANENT� INTO
<br />ANY FINISH NATIEWL. SMALL WE PERMITTED,
<br />1/4- 0-20 SS SIDEWMX BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4-
<br />INTO ANCHORS ,
<br />roll".
<br />F
<br />A.3) IN CAM THAT PRECAST STOW PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR .7'!
<br />FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE RHINO SUCH PANEL ANCHORAGE SMALL %
<br />K AS MENTINIED IN A.1) AND IN A.2).
<br />E No. 44167
<br />(a)
<br />A1/4-
<br />0 TAPCON ANCHM AS MANUFACTURED BY ITW BUILDEX, INC FLORIDA BUILDING CODE (1111911 Velocity Nu m Zw*)
<br />;/4100 X I/e CALK-M ANCHORS. AS MANUFACTURED By DEWALT INC (r,1500 P.6A.) Tkl=.
<br />20 UGE GALVANIZED STEEL SIM PANEL
<br />0 4- PANELAMIT FEMALE 0 AND PANDAMIT PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION . GRAIN w
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