|
ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 &
<br />3: MAX. WIT, WIC. $/ill so/is,
<br />I MINI 7AW/12 & OW/20 It OW/20
<br />0 0 0 0 0
<br />PANEM.0111
<br />SOLM 11/7,015. . 3 449�
<br />#M R,T I.Ows""M (SEE SCHEDULE)
<br />' ..1 I � i -T'.., OJTRLAP S,�' -F._. A �.. ' _ � .-14� i ,•
<br />T
<br />T
<br />JL _J
<br />LEFT fw wwcwa,
<br />3` MAX.. 411/17. Wit.
<br />MAX. t�7"_wpv. Xw/Iq 0 sw/20
<br />I MIN, I* MTNJ
<br />---,---ANCHOFtS (SEE SECTIONS ON SHEETS 17, 18. 19 &
<br />QPTIQN #2 FOR LIFE SAFETY STORM PANELaJELEVAT19H
<br />SCALE 311W-I* 114• um aw
<br />SECT19N A -A
<br />SCALE
<br />WMA
<br />cum"."
<br />MAXIMUM A,S' 01
<br />Max, PANEL LELENGTH]
<br />DESIGN PRESSUfRE
<br />L ( I
<br />MINIMUM
<br />UM SEPARATION
<br />PANEL
<br />RATING (p.s.j
<br />(SEE SEI
<br />TO GLASS
<br />CONDITION
<br />455.0j -72.0
<br />2 3/4-
<br />UNBOLTED
<br />t
<br />INSTALLAIJON DETAILS FOR 9EJION #2 EOR LIFE SAFETY SMEM PMEL SYSTEM
<br />INTO EXISTIL41D WOOD STRUCTURES
<br />Awwra",
<br />1/4"* IMP -CON 6 Me. '0TAPOON 6' O.C.
<br />4
<br />D 1 1/2- m /1 1/2' YIN. THREADED
<br />ETRATION IT WOOD
<br />PERETRATOIN AT t PENETRATION AT WOW
<br />HEADER
<br />HEADER HEADER!
<br />-AQ
<br />wpm 1;4
<br />1/4* 1 1/4'
<br />T
<br />ram, i
<br />coKT.
<br />L
<br />NI,
<br />EXWNG EXISTING MI,
<br />11 uo. GLASS - III= Tj=
<br />Mo. GLASS
<br />PANEI_ LENGTH LENGTH Ow sHaI it)
<br />(SEE NOTE I BELOW) V W_ BELaw)
<br />pAhu LENGTH PANEL su�v`*N (six NOTE I BELow) EMETING oq^MoN
<br />TO QLAIMI
<br />cmomsss (SEE HIM I BELOW)
<br />(SEE
<br />w 1/4-10-213xl-
<br />X
<br />YANG NUT WING NUT
<br />M. THREADED
<br />IE AT
<br />DWOTH OF PLATE
<br />a L
<br />ED
<br />I/411-2N3/41S , M.S. I
<br />Coln.
<br />WIND w" 3 2" w1w j f- WIN. NUT us4& ws, W/
<br />t Y-1 L� 214w NUT
<br />3/32* %= Q mc,
<br />G.0 WASHER (SIFYOND)
<br />WASHER * 12 1/2 - if,NUT
<br />il__f TAPCOH 9 6- Me. 1/4
<br />IAPCON a 51 GO,
<br />AGGERED W1 STUD) sm, PENETRADfAN AT kwompH
<br />THREADED
<br />INTHREADED
<br />7m omm AT m
<br />OF PLATE • OF PLATE Aik�TVOO PLATE 4'U PLATE
<br />WWD000
<br />PLATE *OOD PLATE
<br />RED WALL MOU"M I"ILAMS
<br />WALL MOUNTING INSEMInON WALL MlgnmAm mau"Ift
<br />AMMM SAW smz 318•. I* LIFE PA f
<br />0 REGULAR PANEL 0 LFIE SAFETY PANEL SCALE
<br />sakc WALE
<br />NDTES
<br />1, INSI&OAMID"S ARE ONLY VALID FOR BUILDINGS WITH &SIL DIDION LOADS FLORIDA BUILDING, CODE (H!g Velocity Nu cane Zone)
<br />UP To .0.5, -710 PSF AND PANELS U34WH LIP 10 V-11', rp %o,4 1 20 GAGE GALVANIZED STEEL STORM PANEL
<br />2 FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMSERS 70 BE SOUTHM DRAWN Im
<br />PINE W. 4 W/ SPECIFIC DENSITY OF D.% OR COUAL. a?/"
<br />- ----- GLOBAL PROTECTION PRODUCTS, I.I.C.
<br />4400 IMN. 61 STREET
<br />DAMIL FL 33314 20-176
<br />SMOT 11 OF 2A
<br />CQMPQNENTa FOR SERIES 200.Q,& 1099 E-Z flANQ STQRM PANELS
<br />(SCALE 1/2-l)
<br />- ----------------_- (TOTAL V-1
<br />- - -12.500- CEFFIECTIVE WIDTH)
<br />14
<br />ma-
<br />Tw
<br />1� MOM- MIN. THICK 12441
<br />AMIN A-6W
<br />2.0 w HEMMED T
<br />DETAIL
<br />GRAVE 50 MINIMUM
<br />C-50
<br />t;Errmt.EAE
<br />- ----------
<br />L
<br />TSIORM PANE
<br />REVERSED -h- TRACK. QlD RMRM "U" Mr.K
<br />PANEL'S END UP
<br />12F 12V
<br />h
<br />HEMMEk_
<br />17 1 50"
<br />ISOMETRIC VIEW DETAIL A
<br />ROUNDED CORNER 0 ENDS OF PANELS
<br />END UP W1 HEMMED EDGE
<br />(N,T.S)
<br />"J' TRACK PANEL-WR _W(Max.) ALJJM. ANGLE
<br />T r
<br />I /.
<br />125* 6061-T6 Alum. ALLOY
<br />FAIN
<br />No. 44167
<br />FLORIDA BUILDING CODE (Nigh Velocity NUT Icans Zone)
<br />S ATE OF Z 14020 MTMA Pa. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />ar
<br />GLOBAL PROTECTION PRODUCTS, 07/2k/2=
<br />1"'W(Max.) ALUM, ANGLE STOP BAR .1!l. LLC. Ohm
<br />11LIECO,
<br />N 41 'm 'W, " "REETT
<br />I' LONG I I I I H 10 - - . ____ Doo.4 n. mu
<br />- -1 - e. _Z - = 20-176
<br />6063-T5 Alum. ALLOY am - .-A
<br />P.E. WA/3MKVWIE/VATE CA-0011712
<br />VAIN A.
<br />ROWIDA &04 tI _ wary = w a
<br />POURED CONCRETE_,
<br />OR CONCRETE
<br />BLOCK REQUIRED
<br />LLAIIQN DETAIL5 FQR_Qfft9N_J2 EQR LIFE SA-EETY STORM EANEL SYSIEM
<br />INTQ EXJ$MNG PO RED CQNCRETE 9R reQNCRM BLACK STRUCTURES
<br />TAPCON ANCHORS TAPCON ANCHORS IL4- TAPCON ANCHORS 1 ; TAPCON ANCRORS
<br />P.G.
<br />POURED GOING POURED CONCREM,
<br />,
<br />00 CONCRETE OR WNCRE =.0m
<br />Ra "CRETEOCK REQUIRED I BLOCK REOAED a"
<br />cl-
<br />1 4'
<br />r
<br />"'OURED
<br />III Mo. M_
<br />cc,
<br />Say&-- k
<br />aNat Z
<br />w
<br />V , ,
<br />"'71VI. , 3/42" WING NUT
<br />WASHER 0 12 1/2- D.G.
<br />1,(4* TAPCON ANCHORS
<br />4 lyr ox,
<br />(STAGGERED W1 SIUD)
<br />CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />INSTALLATION
<br />SECTION 3A
<br />2 REGULAR PANEL
<br />SCALE 3/V1"
<br />',,TUT
<br />T WA
<br />SHER
<br />. 3/32' WINGG
<br />V LIWASHER (BEYOND)
<br />W4'
<br />(SIA0010to W/ STUD
<br />-OuRtp CONCRETE
<br />OR CONCRETE BLOCK
<br />w0w(RIED
<br />WALL MOUNTING !j�=ONE,ff
<br />It LIEL
<br />o�II5�.PANEL sc
<br />SEE SHEET 19 A 20 MR ANCHM TYPEa
<br />ANCHOR rot
<br />PPM
<br />SPA" FOR INSTALLATIONS MO WOOD
<br />SPACIN" AND MINIMUM
<br />EDGE DISTANCE ARE INDICATED ON THIS
<br />SMAIMIX FOR LA LESS THAN INDICATED ON
<br />SCHOOL" RMIM
<br />MIXTftwa SpAcwa so" ON WRELuLr
<br />",-I Z
<br />AMA La OwYGifIDIE
<br />BY THE FOLLOWING FACIM, AxI THIS
<br />OPERATOR TO BEFOSSSUE_ REM"
<br />L
<br />35
<br />VACM OBTAINED W4 FACTOR 9FINL NOS
<br />BE UISS THAN MWMVM VACINC
<br />I" BIC" ANCHOR " ON INS SCHEIAU
<br />CLAW gzcI
<br />t
<br />IT
<br />4
<br />e#- 1{45,5 us W/
<br />VOW o NUT WASHER Re UT WASHER
<br />Ie 12 Ile OX
<br />(BEYOND)
<br />114TAPOM ANCHORS TAPCON
<br />__AKGWRS
<br />0 4 1/2' D.C.
<br />-POURED -POURED CONCRETE
<br />11 COUMOCK OR CONCRETE BLOCK
<br />REQUIRED FOURED
<br />WALL MOUNTING INSTALLATION WALL MOUNTING INUALLATION
<br />SCALE SCALE 31B1.1,
<br />INSIALLA119N DEJAILS, EQR OPTION A2 FOR LIEE SAFETY STQRM PANEL Sysm
<br />INTO EXISTING WOOD STRUCTURES
<br />rT
<br />41
<br />if
<br />J a' 4
<br />�D
<br />AT X,
<br />HEADER HEADER
<br />1/2' 1/4*
<br />I Mo'
<br />/Z
<br />WOOD REAMREPUaEED, REauI.111AB"
<br />%L.
<br />Fr L
<br />SEPARATION
<br />To GUM
<br />SCHEM"
<br />SHw 10)a.
<br />V Mo.
<br />-cm soax- PANEL LENGTH PANEL LENGTH
<br />ON SI417 Is) [SEE NOTE I BELOW) SEE NOTE I BELOW)
<br />OAFS 5.5, M.S. WT
<br />HILT
<br />_0
<br />ED
<br />Ea
<br />', ?ja,o 3/32"2- wm NuT
<br />2"W WOOD P + 1 /8'* 3/32' YANG Nut 2*.4' WOW
<br />REQUIRED• WASHER 0 6 1/4- OX. REQUIRED 1WA5HER 0 (BEYOND)
<br />414-10 PANELVATE FA jt�10 PARELMATE PLLM
<br />114* D.C. 0 6 1/4- a C w/1 7/il*
<br />MIN. THREADEDTim MIN, THREAM PO4MTIDN
<br />If Of PLATEj>r AT MIOMUM OF PLATE 1 1 C Al MIDMOST
<br />WALL MOUNTING IMSEML&UON WALL MO HUNG INUMLOaN
<br />JNAMbfurgm IPANEL
<br />HOWPAVOEL A- TIQ7
<br />SCALE SCALE 3/8"-1,
<br />FLORIDA BUILDING CODE L1419h Velocity Hurricane Zons)l
<br />*MIN TLIVA INC rp,
<br />z No 44167 20 GAGE GALVANIZED STEEL STORM PANEL DIM"I ne.
<br />1. INSTALLATIONS AM ONLY VAUD MO BUILDINGS WITH
<br />UP TO +-15.5. -72.0 PSF AND PANELS LENGTH UP 7.
<br />E GLOBAL PROTECTION PRODUCTS, LLC.
<br />11LIECOm Wt.
<br />L FOR NEW WOOD FRAME CONSTRUCTIM. WDOD MEMBF
<br />FINE NO, 1. W/ SPECIFIC DENSITY OF 0,55 0 "wh!"IN rl
<br />PONE twwlo� -IP*. 20-176
<br />DRAIMIC ft
<br />I
<br />I WAA-IM/nat:
<br />sear Iw Of a
<br />'/24 I�MOTE 1 00,00)
<br />V/24 J* ID, 0 On NOTE a BLUM 3- No. 2*/24 So V/24 (SEE "On: a sum
<br />T TqT;S'EL
<br />O EACH I* M;P. 0MCRETE mom
<br />MR CONCRETE ANMi0ft- SVE M SaRMILE ON SHM U) w'n
<br />1 I9,4s\A_ I'm WOOD ww"*. 3* No SEE
<br />S=r 54w In,
<br />ift AT
<br />T1, THI
<br />REENM Z 4 TEND PANEL) Mae
<br />j SEE
<br />ELS
<br />L
<br />40 V 1JT
<br />I F1
<br />1�T
<br />I SEE NOTE 4 0130w_
<br />MR CONCRETE :r
<br />tc"EDAX WAY
<br />ON SHUET gaff"P,
<br />zrm 0-OW/ OR W/00.0 SM 60aWS ON SHEET 26 NTA MR, -IF-
<br />LAST PANEL TO BE EACH
<br />• LAST 70 BE INSTALLED A OPENNG. M.1whys
<br />Ins
<br />1. X
<br />TY121CAL ELUGQN FOR r I D21CAL WYMON FOR S%IES 1000 WAR HANDLE TO fACILITME
<br />REAN 10 FA%M."MA F INTENDED TO BE INSTALLED FROM
<br />STEM I, .1=1. BE wt or SYMXWRE,
<br />E-Z HANG ff"!jL TIM 11.11 OF Int. L=ZAAKM
<br />WAE 31W. I-
<br />w t J r-1/4' UP. cAp 1r4* V.. GAP
<br />V-Q*/ - -A & 0 ;� @r
<br />Z M
<br />s=Ka_"_ '
<br />EXINE vw - I*
<br />(T)- JIMNITION OF SERIES I=. E - Z HANG STORM PANEL SYSTEM CONSISTING; Of PANEL +
<br />NOTES TRACKS AT TOP & PANELMAIE PLUS OR IV I
<br />(,), I1FFiNNSKTN OF SERIES RWO! E - 2 HANG MOW PANEL. SYSTEM CONSISTING OF PANE?,(rATNLONGOTTOM W/ PANEUMATES,
<br />C-t, TRACKS TOP a BOTTOM. (2), TO
<br />SHALL ALWAYS BE CONNECTE E MEANS OF
<br />WALL BY
<br />pE;%PAHW ITY 'IT BOTTOM,
<br />(2) (r.=SKALL ALWAYS BE CONNECTED 70 BOTTOM TRACK OTHERWISE A STOP BAR OR, IF USED '50/4XWTj"`L EING PANELS
<br />PROVIDED AT TOP OF SUCH PANELS. SHALL BE gr' IlL W/
<br />YANG NUT WIU/T
<br />MEUW-)"`-W��' f6 T. AS
<br />(3) �:D PANELS DO TIED T, SO _L� CONSIST OF DESCRIBED ON (3)
<br />A _,, Mln, TRvMwREW
<br />"P TR4C BOTTOM K AN A EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE USEK)ININ-Y AT
<br />DFIERIOR FLAT FLANGES OF END PANEL END PANE. ARE NOT CONNECTED T0NIITXI=_&T1QP 111,
<br />ff"'WOMME PROVIDED AT TOP OF SUCH PANELS,
<br />(4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM (4). MR INSTALLATIONS WHEN END PANELS AND SOME
<br />ts ONLY USED At TOP) AT LEAST TWO PANELS SHALL BE CONNECTED = BAR11 A- -OR-
<br />PANCUMA,WONE
<br />USING SPECS INDICATED ON NOTE IN SUCH CASE, CONNECTION OF PANELS MAY BE "A15111-1
<br />ATTACHING 910MM TRAORTO'WAI
<br />TO BOTTOM TPA" MAY OCCUR AT Af4Y PANEL LOCATION W/ TWO FANUMATES FOI l.7MNo !IHOWN ON ELEVATION AND W/ 3
<br />(5) SEE SECTION 1% 3' IV ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 211, AK EDGE DISTANCE. FOR THIS 0 InOR WPM. ' L A
<br />tj D
<br />NOT NEED TO BE CONNECTED I STALUFO
<br />M SUC 0
<br />THAT ADACENF PANELS E LEFT At ROW
<br />X. Tit W SIDE 1111 OR PANEL) HANE
<br />g� I, OVERLAPS RETAINED BY 1,
<br />u FLORIDA BUILDING CODE NI h Velocity Nu cone Zono)l
<br />02020 717= INC, rp,
<br />No. 4 167 20 GAGE GALVANIZED STEEL STORM PANEL
<br />TIANIN BY.
<br />z STAT OF GLOBAL PROTECTION PRODUCTS, ut
<br />:-,� IIILIECO,..�
<br />II, #w s1w, Si
<br />AI I'D TRUT TESTING III OWUMDU" COMPAW lu"e, K. JIM 20-176
<br />(ft'Nen-nHI.,
<br />P.,
<br />54ME'73 W 20
<br />I a I LOA: v t.-I I I I: LM; k-111 Z4:
<br />POURED CONCRETE
<br />OR CONCRETE SIOCWREONHEO
<br />4
<br />N
<br />IA,, PANEL"'FE PLUS W/
<br />'p 3/32- NUT RASHER
<br />. WIND
<br />6 1/*- O.C.
<br />_swn
<br />MCOHMN
<br />REQUIRED
<br />WALL MOUN7M 1HU&UaON
<br />SECTION 5A
<br />REGULM UN
<br />SCALE 3/8*.1'
<br />= SW W A 20 MR ANCHORS TYPE &
<br />New", TIP[
<br />1/4.
<br />1/4..
<br />1003H_
<br />-
<br />SPACING FOR OMMU70Z ALTOWOOD
<br />vwaw; N
<br />1
<br />3
<br />ItA"
<br />FRAME SUILOW
<br />AAE INSISTED Of
<br />*Ion -mor IC--W 0-4
<br />3
<br />3
<br />SC14MU MR LO. LESS THAN AMOATED ON
<br />SCHOULE REDUCE A
<br />OULI)PLY04 vACAN; sPONW ew sodwAAE
<br />PAW4
<br />3
<br />3,/2
<br />Alaw m pa
<br />two
<br />BY THE FOU"M FACMIM FOR TIRE
<br />opuVa" 70 BE POSSIBLE. AM=
<br />-i
<br />%%C#4 OBTAINED usm PIC" SHALL NOT
<br />ME LESS THAN 41"UM SPAC400 WINaTED
<br />MR EACH MOM TYPE ON 74S WHuwLE
<br />I Ilr
<br />WAIT NO 0
<br />S"
<br />0 0,,IeUP
<br />_0
<br />i
<br />3,4
<br />_fOURED CONCRETE
<br />OR COND CRETE MON
<br />REQUIRE
<br />WALL MMIMO-MMLIATION
<br />3tGIMM_U
<br />0 UU SUM PAN
<br />SCALE
<br />Hurricane
<br />OF]MIERAL SM VALID E=Z (." JWNLPANO,�
<br />1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT CP.E_D) HAS BEEN VERIFIED FOR COMPLIANCE IN at) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANJEALATE FEMALE 10 8, PMNELM4T_- PLUS INTO CONCRETE
<br />ACCORDIV4CE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4-
<br />DESIGN WIND LOADS SHALL K DETERMINED AS PER SECTION 1420 OF THE ABOVE MENTIONED CODE. 8,2) M94MM EMBEDMENT Or 1/4". 9 7/8- CALK -IN ANCHORS SHALL BE IS 7/8' WTO CONCRETE_
<br />FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE IRSTALLE0 AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />FOR A DIRECTIONALITY FACTOR Kd-0.85- USING ASCE 7-16 AND SHALL HOT EXCEED THE MAXIMUM (A-S.D.) 1/4. 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL Da" TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4" INTO ANCHORS.
<br />04 ORDER TO VERIFY THE ABOVE CONDTRON� UVRALATE DESIGN'WINO LOADS DETERMINED PER ASCE 7-111
<br />SHALL BE FIRST REDUCED TO A.", DESIGN WIND LOADS BY muLtIPLYINO THEM BY 0-6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE OR PRECAST CON07CE PANELS BE FOUND ON THE EXISTING WALL
<br />10 COMPARE THESE W1 MAX, MS.0) DESIGN PRESSURE RXITNOS INDICATED ON SHEETS 25 & 26. ANCHORS SHALL BE LEND ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />SHALL BE AS MENTIONED IN 8,1) AND IN 0,2),
<br />AN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON T144 P.EIL AS TESTED ME NOT 94R STRESSED, A 33X INCREASE
<br />IN ALLOWABLE STRESS FOR 'WIND LOADS WAS I!= USED N MR ANALYSIS, FASTENERS SPACING TO WOOD HAS aM
<br />DETERMINED IN ACCORDANCE WITH ND.S- 2015L (C) ANCHORS SRALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THI: ANCHON'S
<br />STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE RAS WEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Or MANUFACTURER,
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABOMTORY• Ihr_ REPORT j 2032, AS PROTOCOLS TAS-TOIL. TI R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE S7RUCTURE V44SRE SHUTTER
<br />TAS202 AND TAS-203� IS BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED To CONcREFE, BLOCK
<br />Z THIS SYSTEM HAS BEEN DCSC440 TO HE INSTALLED ON THE OUTSIDE OF THE OPENING CCEZ04 It* OPENING FROM THE
<br />INSIDE W/O THE USE OF A LADDER OR UT. THIS APPLICATIOR IS VALID WHEN INSTALLATION IS INTENDED -To Of PERFORMED 12. THE INSTALLATION CONTRACTOR. 15 TO SM/CALU ALL SNUFFER COMPONENT EWES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE.CONTACT
<br />WITH THE BUILDING 10 PAPr-NY WINO/RAIN INTRUSOM CAULK AND SEAS. SHUTTER TRACKS ALL AROUND FULL
<br />3. SERIES IDOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUWHEN IN BLE HUNG STYLE WINDOWS WHSTALLATION ISREQUIRED 19 BELEINGIIII.
<br />PERFORM FROM THE INSIDE Or STRUCTURE, 4.3, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />4. SERIES 200 INSTALLATION IS APPLICABLE IC CONSOLE.AND DOUBLE HUNG AND 140RJ7OMT9 SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRICTURE. 14 ATRIUM WINDOWS AND DOORS, We. E - Z HANG STORM PANEL SYSTEM"' is PAM pftw
<br />5- ALL ALUMINUM EXTRILISIONIS TO BE 6003-16 ALLOY AND TOMPER, (UNLESS OTHERWISE NOTED) 1& (a) THIS PRODUCT VALUATION DOCUMENT (PE�O,) PREPARED By THIS ENGINEER is GENERIC AND ODES NOT PROVIDE
<br />INFORIMMION FOR A Sn, lIPECTIFIC PROACIT I.e. WHERE THE SEE CONDITIONS DEVIATE FROM THE; Pzjo
<br />8, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-414 ALLOY,
<br />(5J OONTRACTOR TO BE RESPONSIBLE FOR THE SELEICTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL STE13. SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STUE1_ ASIM A-653 GRAM 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PIED. PROVIDED HUSHE DOES ROT DEVVTE Mom THE COMMONS DETAILED ON
<br />DEStGNATION W/Fy- 58A5 Hsi (AFTER ROULXD). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIENUtY,
<br />B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON SrEV_ AS PER 04N (t) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MCIDIFIED.
<br />54AI8 W/ 50 k1i YIELD STRENGTH AND 90 1,61 TENSILE STRENGTH & SHALL COMPLY */ FLOR40A BUILN440 COX SECTION 2411.3-3.4
<br />(11) SITE SPECIFTC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCNITECT WHICH WLL
<br />9.BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR NSI 304 SERIES ST44NLMS STEEL. WITH 38 kit MINIMUM MO STRENGTH, BECOME THE ENGINEER OF RECORD (E.0A.) FOR TIT PRIOJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THEP.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL
<br />to. ANCHORS TO WALL SHALL BE AS FOUOWS� SUBMIT TO THIS LATEM THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) 'j1ZEX11?WC. Pn IRED t'R
<br />(a) TENS P.E.O. SHALL. BEAR THE DATE AND OR7GWnt SEAL AHD 5KRNATURE OF THE PROFESSION% EN WEER OF
<br />- I TAPCON AwCL1DR5 AS MANUFACTURED W I.T.W. SMITEX, INC, MIN. r3182 P:ILC
<br />I e a . j.' CALk-IN ANCHORS, AS MANUFACTURED BY DEWALT INC. MN. VC-3000 p..Q
<br />BY 0 COuM nDN 16. STORM PANEL MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANFL #4
<br />- #14-10 PAICLAIATE FEMALE TO & PANELMATE PLUS ANCHORS. AS MANUPACTURED EL, UC PRODUCTS
<br />ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING,
<br />(r_3350 pt'I')
<br />LABELING TO COMPLY WITH SECTION 1709,11,2 OF THE FLORIDA BUILIRW CODE -
<br />&I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL RE 1 3/4- AND 2- FOR PANELMATE
<br />FEMALE 10 At PANELVATE PLUS,
<br />Al) MINIMUM EMBEDMENT OF 1/4'0 )1 7/8- SACK -IN ANCHORS SHALL BE IS 7/0- INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL Of PERMITTED.
<br />0-20 S. SS SIDEWAILK BOLTS USED SHALL BE LOUD ENOL)OH(SHOULD ANY FINISH MATERIAL EXIST))TO ENGAGE 3/4'
<br />Nllr
<br />ITO ANCH
<br />A-3) IN CASE 141HAI PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND 014 EXISTING WALL 04
<br />FLOOR, ANCHORS SHALL BE TO THE
<br />LONG ENOUGH REACH MAIN STRUMRE SD41NO SUCH PANELS. ANCHOR AGE SHALL
<br />BE AS IN ALL)
<br />MINITIMED AND IN &2).
<br />No, 44167
<br />TIT
<br />1/4' A TAPCON ANCHORS AS MANUFACTURED BY I.T.W, BOLDER. INC. •FLORIDA BUILDING CODE (High Velocity Hu cit" Zone)[
<br />;1eA X 7/8" CALK-W ANCHORS,AS MANUFACTURED BY DEWALT INC (Vow-150 am tumo. rp,
<br />4-1tPAMMATE FDAkE ID MO PANELIANTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION GAGE E GALVANIZED STEEL STORM PANEL 00" fly,
<br />PRODUCTS VM-2071 ;Ls.L)
<br />11LIECOm."' GLOBAL PROTECTION PRODUCTS, L-C. DATE,
<br />WREST
<br />XW7,401n 20-176
<br />CA-0301171.
<br />Ww WM 21 OF 25
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