|
x
<br />-
<br />- - - - . -1 - ---- - -ANCHORS (SEE SECTIONS ON SHEETS I7, 18, V9 & 20) ----- - - - , , - �- _ -1
<br />,3: MAX. 307, 4A/11. SA/44, 7. 50/lk 3' AM.
<br />- I - MIN, F* SAW/ts, 7AW/19 a INKI f*."//17'-,1/",1_7,T�,. . MW/20 I- 11?�_
<br />D.MC.A)- __�__ _= - - -
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<br />*W17. AJA,17." .110. U/17, 49/17'. 53/1%
<br />3� V_"� ;qr- ------ - t� 3- A��,
<br />1. MIN. 6AW/111. TAW/ SAWI EXTERIOR W*119. 7801/19 * OW120 1* WIN.
<br />- - - - - --- -- --- -- -- - ANCHORS (SEE SECTIONS ON SHEETS 17, III, 19 & 20) - - I -
<br />AFETY STORM EANELCL ELEVATION
<br />SCALE 3116--i- 1/1 NU% CAP
<br />(D-9 2.7w F
<br />I IMP, WL411' �Lvtu -.4y) ; LIFE WITY 01-9 ,
<br />9=-Jl � _��_i�, � - - __ 11 --lao � 11 (�) ,TM - ; 1-i I
<br />I -
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<br />, , � - �
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<br />EMEFHOR L
<br />SECTION A -A
<br />SCALE 3/16'-I"
<br />00,001HUNNA, i
<br />I,
<br />MAXIMUM A-11 DESIGN PRESSURE RkTINre (R&J.) AND , "ktil, p" T/j, ��% . "I
<br />CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE J-4 .-�Ei;�V-.�O__, I
<br />: ..* i�
<br />:
<br />, , g - :: I
<br />= Z NO,4416 -. =
<br />Z *: ,
<br />= . * .. III, 23
<br />Z _-, - - :
<br />MAXIMUM A.S.D. Mo., PANEL LENGTH -Z - FLORIDA BUiLDING CODE (High Volo.1ty Hu Tcarie Zone)
<br />DESIGN SURE L (III) MINIMUM SEPARATION i PANEL I.. " 1ORVD...*' . ' � - ,,LTIXo. �, 20 GAGE GALVANIZED STEEL STORM PANEL Fp
<br />FIRES 0.) (SEE SE TO GLASS CONDITION ,, CROWN 8'
<br />RATING (p. I I - -_ - /Wilcul')
<br />____ ITT I GLOBAL PROTEC71ON PRODUCTS, I.I.C. - .Tc.
<br />I
<br />a'-8" 2 UNBOLTED _ ,'- UE__�,-_,�\ � ILVI 5 STREET
<br />I �Tl _Lg
<br />+55.0. -72.0 3/4- - 9 �.
<br />I * loicludIERING CoMr." OWL P..Z*
<br />,
<br />,
<br />I i , / = Tur.,, PIALRE, (9�)W_75"51 FW 41,qm�v 20-176
<br />- pe, ,M,r�=_�,I.�- - - WA*w - I
<br />'A SUO./RWTUK�u� -'Cor", .5� --T- f I� Twx
<br />-LIER A ruLT J,_ PC I �
<br />- - . U, f 44IL7 zi � I I. =__
<br />I
<br />INSTALLATION DETAILS FOR OPTION #2 FO LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD 2IRU-CIMM
<br />J- �- - "I ___ - - I " ill ,� I—- � I -,.--. I
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<br />" - ,�, "GO � � _4 WOOD HEADER � WOOD HEADER
<br />11� � �,, ,,, I - � I
<br />I , � I I I � - FE411-MADIUR .., I � . �� nu , , I � i -REQUIRED I I . ,� - , � i i ", REOURED
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<br />: ; I .;614 1 . ; I BROW) ! . ,�,� 0-
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<br />I'll, I �, WAUTOR I I � 11 (SETMI BELOW) EXlS`R4G 1 '.?= I ! � - I � � , PAR, LENGTH
<br />I .", - , , %, SEE NOTE I BELOW)
<br />CLASS -�r ,�'= - � 7 I __ ___ - - IA __ � DIAS$ T-(sz samu -- - ; t __ - __ �, - � - - _, , I
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<br />I , 1; ! , I 7/a-013/32- WING NOT I : WAS'
<br />�
<br />j i YS'. , 3/32* ..3 NO I � 1, : 7j811 , 3/32' WIND "-� :i I _ WASHER 0 17 112- OC .
<br />-
<br />I � . z � ; !:�
<br />I � : WASHER 0 I2 1/2' O,C . � ��, NUT WASHER (BMW) �� : � HER (01ETOND)
<br />I 1 � '/'.. ON I
<br />� 4". TAPDON 0 6' O.0 I ! 1/4"ll TAPOON 0 a' D.C. ., . - 1� V�
<br />, I i 11� _�_ I I I ; W/I `GULN I
<br /> .
<br />I
<br />- I -_ STAGGERED W/ SIDE) (SrAGGERED W/ STUD) . P : FIENET;7 � .
<br />, I 5 4 j L I I, A, .
<br />. THREADED ; ; W "11/2' MIN THArADED . I 1 4 : .
<br />. p I . , � � � OF PLATE -1 .� I -
<br />i -KY"I � - __�_ , I- - _1 ' � '
<br />-1 - - 1 __ _1_1 � , ,LnT ....'. I � �A'_ - _., , � - NOR A' MOMOTH - . I t 5 !;,, s -
<br />OF �LATIT I . - I � ,
<br />,
<br />OF PLATE "I I I , I -_ - _ _&XTnW0OO PLATE IE
<br />� ___ _, ___V�4* WOOD PLATE I __ -.- 4 - - _. - +1 6��
<br />__. _ k
<br />qDOLARED ,&V PLATE MKINg [ON N
<br />WAU MOUSHO INSTAUATION WALL MoUff HMUMN Vft EL I
<br />ALIERKAME SAW jHQ I ALL 0 SCALE Ve-0 PAN kAM
<br />2 RL9" BAM OMMMEL SCALE've'-1,
<br />SCALLE 5/9'.1' U,,,040#4%
<br />SCALE 1/8'-I' %,� N �. !! �4",t
<br />NOTES ,/_V - - - ni`�
<br />/Z.r"�\tENse '.... s
<br />I. NSTAL TONS ARE ONLY VALID MR BUILDINGS WITH A-5,11, DES10,1 LOAM . - FLORIDA BUILDING CODE (Htgh VelocIty Hur .ane Zone)
<br />LA - -, __
<br />� z -_
<br />UP To .55.S. -7" PSF AND PANECS LENGTH UP 10 8'-B' ? :' t4o.4 i I,= INIlLK, R.IEM. � PIP
<br />2. MR NEW WOW FRAME CONSTRUCTION, WOOD MEMBERS, TO BE SOUTHERN 3 : . = 1 20 GAGE GALVANIZED STEEL STORM PANEL (TRAIN W�
<br />. - 1 /:r
<br />PINE NO. 2, */ SPECIFIC DENSITY Or 0.55 OR EQUAL, SoL *'.. -, - - 920-17"6.
<br />� . SI E di_,_-�;-_��=-_-sr�-�� -
<br />I , -- _� PROTECTION PRODUCTS, U.C.
<br />P... "L r�'s - � 00il �W. 51 SIM"
<br />s' 4 - / 10 . E C 0 ...,'\ GLOBAL - `L =I.
<br />MW
<br />-",,I,- �.- W/ --- __.�. -==-='r- � �-)M-,RNRL ,Ax. (�)W-0797
<br />,)I ,�� I,, - Cell -1 - - (KO, - COUNT
<br />I",, I IlUk", INK CA- 1. -Z.-. I 1 I -
<br />PE. SEN_jsKUx,LRE,WrE WALTER A. =n �.. RE _. I - I __ i
<br />. 41 . MIA U, 0 .16, L4 - - I j 5411il I- OF 2. 1
<br />��- M , I -
<br />I - I - I -
<br />POURED, CONCRETE
<br />OR CONDIVETE
<br />ALOCK REQUIRED
<br />INSTALLATION DETAILS FOR OPTION #2 F_QR LIFE SAFM 5TO-RM- eANEL SYSTEM
<br />INTO EXISTING POURED UKRUE OR CONCREIE ROCK SIRUCTURE5
<br />L(4' TAKON ANCHORS _. liV TAPOON ANCHORS 1/4- TAPOCIN ANGRORS
<br />0 9' D.C. 0 9' O.Q ---.. - ., _1,�4' TAPCO. ANCHORS
<br />0 v D.C. 0 9' O.C.
<br />-
<br />, POURED CONCRETE "I POL-vo CONCRETE PMREU CoALDRETE �
<br />OR CONCRETE , OR CONCRETE
<br />BLOCK REXJOI �
<br />r--i: :
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<br />,
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<br />I ! I
<br />I
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<br />_"� rl
<br />: &A4T ,,_7/8*p . 3/32, WN6 NET
<br />I : WARREN 0 12 lie 011
<br />1 1�'4* TAKON ANCHORS
<br />1 6 4 1/2' O.C_
<br />(Srfi=CRED W/ STAY)
<br />- VRED CtON
<br />,
<br />GONE, NRETE
<br />BLOCK
<br />REOURED
<br />MU MOUNJING INSTALLATION
<br />SCALE 31B'-1*
<br />. , A[ 1 1/4-
<br />�� �:A
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<br />I -
<br />___,j14" TAKOU ANCHORS
<br />4 1/2* Ot.
<br />I (STAGGERED W/ STUC)
<br />FOURED CONCRETE
<br />OR CONCRETE SLOCK
<br />REQUIRED
<br />WALL MOUNTING INSTALLAIM
<br />SEGUON 31
<br />2 UEE SAFETY PANE
<br />SCALE 3/8--I -
<br />SEE SHEET 12 & M MR UCNQRS TYPE . ANI TIK - -I/-.*.-
<br />SPACING IOR WA��TIONS PRO WOW ""'"
<br />FRAME BUILDING. Ni, ANCHOR %wCjNi (W 3
<br />001KAIM 110" SPACIM AND "AW . -
<br />EDGE DISTANCE ARE NXICATED ON TUIS I - 3
<br />scl� FOR ED. LESS THAR "ONCKRED 'N =_ �ff�,;�, I
<br />SORMOU: REDUCE AND40R SPACING, By
<br />VULTIPLYINC SPACING. SHOWU ON SCHEDULE AMIX FA I-= uii�- - Ram
<br />10 TRE FOLLOWING FACTOM MR THIS
<br />OPERATOR to BE POSSSM REDUCED -1-11 1 ,_!,7,______J�_
<br />1 11"O OBTJWIED USING FACTOR SNIU NOT l/v .
<br />BE LESS TRAN MIRMEM SPACING NOTEATEO - __ I - ,�� - I --I - -,za
<br />FOR EACU ANCHOR WK ON :7=_ _ �r __
<br />_,_ _ __
<br />,
<br />BLOCK REQUIRED 1. ,
<br />: Fc_ 0.
<br />I
<br />,
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<br />REWIRED REQUIRED
<br />WALL MQUHTING INSTAUATION WALL MOUNTING !15,TALLATION
<br />SECTION 413
<br />0 A�NEL 0 UFE 36FETY PANEL
<br />SCALE 3/8*-I " SCALE 3/8'-I"
<br />IN51ALLA119H DETAILS FQR OE119N .42 FOR LIF
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<br />i. WALLATIONS AM ONLY VAUD FOR BUILDINGS WnH A-5b. DESIGN LOADS = : * (--� .. * 9 �� �, OR," m
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<br />SDT3IAE REDLrE IINCHM SPACING BY
<br />MULTIPLYING SP�Ce4 SROKIN 04 SCREDULE emuic. m pa mom FACTOR .
<br />BY THE FOLLOW41C FACTOM FOR WS - -
<br />OPEROON To BE POSS04 REDWICED . -I .. - J tLr - -1 � - " __ -
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<br />- -POURED CONCREIt
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<br />REQUIRED
<br />WA M0UkMNG INSTAU,ATIQN
<br />SECTION 5B
<br />0 LIFE SAFETY PANE
<br />SCALE 31e.1'
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<br />GENMAL NOTEST VALID E-Z HM =fflLEbNj_M=W
<br />I E-Z "AND SIORM PANEL SHOWN ON TNTS PRODUCT EVALUATION DOCUMENT (FIEJ).) WAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE rD & PANO-44TE PLUS INTO CONCRETE
<br />ACCORDANCE WITH TOE 2020 (70 EDITION) OF THE FLOMOA BUILDING CODE. BLOCK SHALL BE I 1/4'
<br />DESIGN WIND LOAD$ SHALL BE DETERMLIVID) AS PIER SMON 1620 OF THE ABOVE MENTIONED COOL, 82) MINIMUM EMBEDMENT OF 1/4*0 K 7/6* CALX-114 ANCHORS SMALL BE IS 7/a- Nam coNcRof
<br />FOR A YAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLrO AND NO EMBEDMENT 94TO ANY FINISH MATERIAL SPALL BE PERMITTED.
<br />FOR A DIREMIONALITY FACTOR KO-0-05, 051KC ASCE 7-16 AND SNAUL NOT EXCEED THE MAXIMUM. (kS,iD) 1/4- 0-20 SS SIDEWALK DOLTS USED SMALL BE LONG CHOUCH(SHOULD ANY RN[Sli MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS 40CA'FEIG ON SHEETS 25 & 26� CHGAGE 3/4- INTO WHORS�
<br />IN ORDER TO VERIFY THE ABOVE CONIXTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER AW. J-is
<br />SMALL BE FIRST REDUCED TO &S,V. DES" WIND LEADS BY MULTIPLYING THEM, BY 0.6 IN ORDER To 8�3) IN CASE THAT PRECAST SPONE, OR PRECAST CONCRETE PANELS BE FOUND OR THE EXIS,714C WALL,
<br />TO COMPARE THESE W/ MAX. C" D) OCSIG ON PRESSURE RATINGS INDICATED ON SHEETS 26 it 28- ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE
<br />SMALL BE AS MENTIONED IN SA) AND IN 5,2).
<br />�N ORDER TO VCRIrY THAT COMPONENTS AND ANCHORS ON THIS P,E,D. AS TESTED WERE NOT OVER STRIESSED A = INCREASE
<br />N ALLOWABLE STRESS FOR WIND LOADS WAS Wj USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS 9tfN
<br />OVERMINED IN ACCORDANCE WITH RO-5 ZOiS_ (C) ANCRORS SHALL BE INSTALLED FOLEOWLNG ALL OF THE RECOMMENDAIWNS AND SPECIFICATIONS OF THE ANCHOR'S
<br />I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER,
<br />THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203, IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2- T14JS SYSTEM HAS BEEN DESIC14CO TO BE INSTALLED ON rRE OLrMOE Or THE OPENING ACCESSING THE OPENNG rIROMI THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT WTNO/R" INTRUSION CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL
<br />�
<br />LENGTH
<br />3. SERNES TOM INSTALLATION IS APPILLABILIF TO SINGLE AND ML18LE HUNG STYLE WINDOWS WHEN N!�TAUAVON '�S REQUIRED IT) BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY ENALONO AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN
<br />INSTALLATION IS REGUM TO BE PERFORMED FROM THE INSIDE OF SITRUCTURE 14 A714JUM VIANDOWS AND DOOR$, INC. E - Z HANG STORM PANEL SYSTEMI- IS PAIM PDOV,10
<br />5. ALL ALUMINUM EXTRUSIONS TO BE fiI43-TE, ALLOY AND 'TEMPER, (UNLESS OrHFRwfSz NOTED) 15, W THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS CEWRIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SfFF SPECIFIC PROJECT; Lt. WHERE " SITE CONDMONS DEVIATE FROM THE P.E.0
<br />6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INVAILARON INCLUDING LWE SAFETY OF
<br />TNT DUE
<br />_
<br />7, ALL MD. SHEET METAL PANELS $HALL HAVE STRUCTURAL DUALITY STEEL. AM A-01 QRAD.'SO MITI- GALVANIZED STEEL 5 PRODUCT BASED ON THIS PIED PROVIDED Ht/SHE % NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED,
<br />50018 wl 50 kSi YIELD SERIENGT�-. AND 90 "i TENSILE STRENGTH & SMALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3-3.4 III) SITE SPECFtC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OP, ARCH. TECI WHICH MILL
<br />D. BOLTS TO BE ASIM A-307' GALVANIZED SlIff-I OR AISI 304 SERIES STAINLESS STEEL WTH 16 ki, MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (5.0A.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE Or THE RE.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGNEER TO ME PE.D. ENGINEER. SMALL
<br />10, ANCHORS 70 WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) M,_E&ETFW_EOQKV_,Q,�M- (a) FHIS Pi-D. SMALL 13EM THE DATE AIND ORQNx SEAL AND SIGNATURE OF THE PROF. ESS30NAL ENGINEER OF
<br />- 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT W BVLDEX. INC. (MIN. t'3IS2 ii�i.) RECORD THAT PREPARED IT
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<br />I E-Z "AND SIORM PANEL SHOWN ON TNTS PRODUCT EVALUATION DOCUMENT (FIEJ).) WAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE rD & PANO-44TE PLUS INTO CONCRETE
<br />ACCORDANCE WITH TOE 2020 (70 EDITION) OF THE FLOMOA BUILDING CODE. BLOCK SHALL BE I 1/4'
<br />DESIGN WIND LOAD$ SHALL BE DETERMLIVID) AS PIER SMON 1620 OF THE ABOVE MENTIONED COOL, 82) MINIMUM EMBEDMENT OF 1/4*0 K 7/6* CALX-114 ANCHORS SMALL BE IS 7/a- Nam coNcRof
<br />FOR A YAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLrO AND NO EMBEDMENT 94TO ANY FINISH MATERIAL SPALL BE PERMITTED.
<br />FOR A DIREMIONALITY FACTOR KO-0-05, 051KC ASCE 7-16 AND SNAUL NOT EXCEED THE MAXIMUM. (kS,iD) 1/4- 0-20 SS SIDEWALK DOLTS USED SMALL BE LONG CHOUCH(SHOULD ANY RN[Sli MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS 40CA'FEIG ON SHEETS 25 & 26� CHGAGE 3/4- INTO WHORS�
<br />IN ORDER TO VERIFY THE ABOVE CONIXTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER AW. J-is
<br />SMALL BE FIRST REDUCED TO &S,V. DES" WIND LEADS BY MULTIPLYING THEM, BY 0.6 IN ORDER To 8�3) IN CASE THAT PRECAST SPONE, OR PRECAST CONCRETE PANELS BE FOUND OR THE EXIS,714C WALL,
<br />TO COMPARE THESE W/ MAX. C" D) OCSIG ON PRESSURE RATINGS INDICATED ON SHEETS 26 it 28- ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE
<br />SMALL BE AS MENTIONED IN SA) AND IN 5,2).
<br />�N ORDER TO VCRIrY THAT COMPONENTS AND ANCHORS ON THIS P,E,D. AS TESTED WERE NOT OVER STRIESSED A = INCREASE
<br />N ALLOWABLE STRESS FOR WIND LOADS WAS Wj USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS 9tfN
<br />OVERMINED IN ACCORDANCE WITH RO-5 ZOiS_ (C) ANCRORS SHALL BE INSTALLED FOLEOWLNG ALL OF THE RECOMMENDAIWNS AND SPECIFICATIONS OF THE ANCHOR'S
<br />I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER,
<br />THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203, IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2- T14JS SYSTEM HAS BEEN DESIC14CO TO BE INSTALLED ON rRE OLrMOE Or THE OPENING ACCESSING THE OPENNG rIROMI THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT WTNO/R" INTRUSION CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL
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<br />3. SERNES TOM INSTALLATION IS APPILLABILIF TO SINGLE AND ML18LE HUNG STYLE WINDOWS WHEN N!�TAUAVON '�S REQUIRED IT) BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY ENALONO AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN
<br />INSTALLATION IS REGUM TO BE PERFORMED FROM THE INSIDE OF SITRUCTURE 14 A714JUM VIANDOWS AND DOOR$, INC. E - Z HANG STORM PANEL SYSTEMI- IS PAIM PDOV,10
<br />5. ALL ALUMINUM EXTRUSIONS TO BE fiI43-TE, ALLOY AND 'TEMPER, (UNLESS OrHFRwfSz NOTED) 15, W THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS CEWRIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SfFF SPECIFIC PROJECT; Lt. WHERE " SITE CONDMONS DEVIATE FROM THE P.E.0
<br />6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INVAILARON INCLUDING LWE SAFETY OF
<br />TNT DUE
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<br />7, ALL MD. SHEET METAL PANELS $HALL HAVE STRUCTURAL DUALITY STEEL. AM A-01 QRAD.'SO MITI- GALVANIZED STEEL 5 PRODUCT BASED ON THIS PIED PROVIDED Ht/SHE % NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED,
<br />50018 wl 50 kSi YIELD SERIENGT�-. AND 90 "i TENSILE STRENGTH & SMALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3-3.4 III) SITE SPECFtC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OP, ARCH. TECI WHICH MILL
<br />D. BOLTS TO BE ASIM A-307' GALVANIZED SlIff-I OR AISI 304 SERIES STAINLESS STEEL WTH 16 ki, MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (5.0A.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE Or THE RE.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGNEER TO ME PE.D. ENGINEER. SMALL
<br />10, ANCHORS 70 WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) M,_E&ETFW_EOQKV_,Q,�M- (a) FHIS Pi-D. SMALL 13EM THE DATE AIND ORQNx SEAL AND SIGNATURE OF THE PROF. ESS30NAL ENGINEER OF
<br />- 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT W BVLDEX. INC. (MIN. t'3IS2 ii�i.) RECORD THAT PREPARED IT
<br />- 1/4' - X 7/8' CALY-IN ANCHORS, AS LAkNUFACTURED BY DEWALT INC (MIN. I'-3000 p.p.Q
<br />10 16 STORM PANEL MANUFACTUREWS LABU SMALL BE LOCATED ON A RrWLY VISIBLE LOCATION AT STORM PANEL IN
<br />I - J14- PANELVATE FEMALE TO & PANEIMATE PLUS ANCHORS, AS MANUFACIURIDD BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 1701- OF .FLORIDA BUILDING CODE ONE LA13EL S,AUL BE PLACED FOR EVERY OPENING
<br />I (C-32550 P..J) LASEUNG TO COMPLY WITH SECTION3 1 709,9.2 OF THE FLORIDA BUILDING COOF_
<br />A.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2' FOR PANUMATE
<br />FEMALE 10 & PANELMAIr PLUS.
<br />A2) MNIWUM EMBEDMENT OF 1/4'f X 7/8' CALX-IN ANC14ORS SMALL BE IS 7/8' INTO CONCRETE, NO EMBEDMENT INTO
<br />AM FINISH MATERIAL SHIU,L BE PERMITTED
<br />t/4' P-20 SS SMCWAUR BOLTS USED SMALL BE LONG ENOUGHISHOULP ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4-
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<br />- 114' - TAPCON ANCHORS AS UANL[FACTURED BY I T W ALTILDEX, INC - .- FLORIDA BUILDING CODE (HIgh ftoeffl, Hur .one Zone)l
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<br />INSTALLATION DETAILS FOR OPTION #2 F_QR LIFE SAFM 5TO-RM- eANEL SYSTEM
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<br />DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED,
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<br />SEGUON 31
<br />2 UEE SAFETY PANE
<br />SCALE 3/8--I -
<br />SEE SHEET 12 & M MR UCNQRS TYPE . ANI TIK - -I/-.*.-
<br />SPACING IOR WA��TIONS PRO WOW ""'"
<br />FRAME BUILDING. Ni, ANCHOR %wCjNi (W 3
<br />001KAIM 110" SPACIM AND "AW . -
<br />EDGE DISTANCE ARE NXICATED ON TUIS I - 3
<br />scl� FOR ED. LESS THAR "ONCKRED 'N =_ �ff�,;�, I
<br />SORMOU: REDUCE AND40R SPACING, By
<br />VULTIPLYINC SPACING. SHOWU ON SCHEDULE AMIX FA I-= uii�- - Ram
<br />10 TRE FOLLOWING FACTOM MR THIS
<br />OPERATOR to BE POSSSM REDUCED -1-11 1 ,_!,7,______J�_
<br />1 11"O OBTJWIED USING FACTOR SNIU NOT l/v .
<br />BE LESS TRAN MIRMEM SPACING NOTEATEO - __ I - ,�� - I --I - -,za
<br />FOR EACU ANCHOR WK ON :7=_ _ �r __
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<br />REWIRED REQUIRED
<br />WALL MQUHTING INSTAUATION WALL MOUNTING !15,TALLATION
<br />SECTION 413
<br />0 A�NEL 0 UFE 36FETY PANEL
<br />SCALE 3/8*-I " SCALE 3/8'-I"
<br />IN51ALLA119H DETAILS FQR OE119N .42 FOR LIF
<br />INIQ EXISTING WOOD STRUCIURES
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<br />= � No f44167 ' * S_ 20 GAGE GALVANIZED STEEL STORM PANEL
<br />i. WALLATIONS AM ONLY VAUD FOR BUILDINGS WnH A-5b. DESIGN LOADS = : * (--� .. * 9 �� �, OR," m
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<br />Up To +55�� -72O PSF AND PANECS LEWIN UP TO S'-B'. i * I., 4T �� --- -...> - 07/"/="
<br />- ATE " -
<br />no, _� - . \ GLOBAL PROTECTION PRODUCTS, I.L.C. LUTE-
<br />2__ FOR WOOD FRAME CONSTRUCTION� WOOD MEMBERS TO BE SOUTHERN i� "I "� , 1'1'1�_ "110C &.1 el STRED
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<br />REQUIRED
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<br />& REGULAR PANEL
<br />SCALE 3/r-l-
<br />SIDE SNVET 10 & 20 fon ARCTIC" `YPE * ANC"M YM - - - 1/1. - y... I
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<br />9MOK M RCIALLATiONS Iwo WOOD I- PANOU"M
<br />AN
<br />FRAW BUILOM Rh ARMIN 9"I'MIC (Mj a I
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<br />SCHEDULE FOR CD ,M THNN VTE�70 CA R.-T I= =" O') 3 - In
<br />SDT3IAE REDLrE IINCHM SPACING BY
<br />MULTIPLYING SP�Ce4 SROKIN 04 SCREDULE emuic. m pa mom FACTOR .
<br />BY THE FOLLOW41C FACTOM FOR WS - -
<br />OPEROON To BE POSS04 REDWICED . -I .. - J tLr - -1 � - " __ -
<br />SPACING offluiew usiNz, fb" SKAUL HOT � lir -
<br />BE LESS THIN 011,0111M s"Cez I11Q`1`G 11 , I , � ____ ,
<br />FOR ENOR ANCRM TYK ON X" SCRICNIa 'oo, ,iii, __
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<br />0'4 � �/!12- WING NUT WASHER
<br />(BEYOND)
<br />- -POURED CONCREIt
<br />OR CONCAVVE OLOCK
<br />REQUIRED
<br />WA M0UkMNG INSTAU,ATIQN
<br />SECTION 5B
<br />0 LIFE SAFETY PANE
<br />SCALE 31e.1'
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<br />GENMAL NOTEST VALID E-Z HM =fflLEbNj_M=W
<br />I E-Z "AND SIORM PANEL SHOWN ON TNTS PRODUCT EVALUATION DOCUMENT (FIEJ).) WAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE rD & PANO-44TE PLUS INTO CONCRETE
<br />ACCORDANCE WITH TOE 2020 (70 EDITION) OF THE FLOMOA BUILDING CODE. BLOCK SHALL BE I 1/4'
<br />DESIGN WIND LOAD$ SHALL BE DETERMLIVID) AS PIER SMON 1620 OF THE ABOVE MENTIONED COOL, 82) MINIMUM EMBEDMENT OF 1/4*0 K 7/6* CALX-114 ANCHORS SMALL BE IS 7/a- Nam coNcRof
<br />FOR A YAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLrO AND NO EMBEDMENT 94TO ANY FINISH MATERIAL SPALL BE PERMITTED.
<br />FOR A DIREMIONALITY FACTOR KO-0-05, 051KC ASCE 7-16 AND SNAUL NOT EXCEED THE MAXIMUM. (kS,iD) 1/4- 0-20 SS SIDEWALK DOLTS USED SMALL BE LONG CHOUCH(SHOULD ANY RN[Sli MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS 40CA'FEIG ON SHEETS 25 & 26� CHGAGE 3/4- INTO WHORS�
<br />IN ORDER TO VERIFY THE ABOVE CONIXTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER AW. J-is
<br />SMALL BE FIRST REDUCED TO &S,V. DES" WIND LEADS BY MULTIPLYING THEM, BY 0.6 IN ORDER To 8�3) IN CASE THAT PRECAST SPONE, OR PRECAST CONCRETE PANELS BE FOUND OR THE EXIS,714C WALL,
<br />TO COMPARE THESE W/ MAX. C" D) OCSIG ON PRESSURE RATINGS INDICATED ON SHEETS 26 it 28- ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE
<br />SMALL BE AS MENTIONED IN SA) AND IN 5,2).
<br />�N ORDER TO VCRIrY THAT COMPONENTS AND ANCHORS ON THIS P,E,D. AS TESTED WERE NOT OVER STRIESSED A = INCREASE
<br />N ALLOWABLE STRESS FOR WIND LOADS WAS Wj USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS 9tfN
<br />OVERMINED IN ACCORDANCE WITH RO-5 ZOiS_ (C) ANCRORS SHALL BE INSTALLED FOLEOWLNG ALL OF THE RECOMMENDAIWNS AND SPECIFICATIONS OF THE ANCHOR'S
<br />I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER,
<br />THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203, IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2- T14JS SYSTEM HAS BEEN DESIC14CO TO BE INSTALLED ON rRE OLrMOE Or THE OPENING ACCESSING THE OPENNG rIROMI THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT WTNO/R" INTRUSION CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL
<br />�
<br />LENGTH
<br />3. SERNES TOM INSTALLATION IS APPILLABILIF TO SINGLE AND ML18LE HUNG STYLE WINDOWS WHEN N!�TAUAVON '�S REQUIRED IT) BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY ENALONO AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN
<br />INSTALLATION IS REGUM TO BE PERFORMED FROM THE INSIDE OF SITRUCTURE 14 A714JUM VIANDOWS AND DOOR$, INC. E - Z HANG STORM PANEL SYSTEMI- IS PAIM PDOV,10
<br />5. ALL ALUMINUM EXTRUSIONS TO BE fiI43-TE, ALLOY AND 'TEMPER, (UNLESS OrHFRwfSz NOTED) 15, W THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS CEWRIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SfFF SPECIFIC PROJECT; Lt. WHERE " SITE CONDMONS DEVIATE FROM THE P.E.0
<br />6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INVAILARON INCLUDING LWE SAFETY OF
<br />TNT DUE
<br />_
<br />7, ALL MD. SHEET METAL PANELS $HALL HAVE STRUCTURAL DUALITY STEEL. AM A-01 QRAD.'SO MITI- GALVANIZED STEEL 5 PRODUCT BASED ON THIS PIED PROVIDED Ht/SHE % NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY.
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<br />DESIGN PRESSURE RATINGS 40CA'FEIG ON SHEETS 25 & 26� CHGAGE 3/4- INTO WHORS�
<br />IN ORDER TO VERIFY THE ABOVE CONIXTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER AW. J-is
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<br />TO COMPARE THESE W/ MAX. C" D) OCSIG ON PRESSURE RATINGS INDICATED ON SHEETS 26 it 28- ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE
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<br />N ALLOWABLE STRESS FOR WIND LOADS WAS Wj USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS 9tfN
<br />OVERMINED IN ACCORDANCE WITH RO-5 ZOiS_ (C) ANCRORS SHALL BE INSTALLED FOLEOWLNG ALL OF THE RECOMMENDAIWNS AND SPECIFICATIONS OF THE ANCHOR'S
<br />I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER,
<br />THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER
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<br />2- T14JS SYSTEM HAS BEEN DESIC14CO TO BE INSTALLED ON rRE OLrMOE Or THE OPENING ACCESSING THE OPENNG rIROMI THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS
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<br />4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN
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<br />6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt
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<br />DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED,
<br />50018 wl 50 kSi YIELD SERIENGT�-. AND 90 "i TENSILE STRENGTH & SMALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3-3.4 III) SITE SPECFtC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OP, ARCH. TECI WHICH MILL
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<br />I (C-32550 P..J) LASEUNG TO COMPLY WITH SECTION3 1 709,9.2 OF THE FLORIDA BUILDING COOF_
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<br />I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER,
<br />THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER
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<br />2- T14JS SYSTEM HAS BEEN DESIC14CO TO BE INSTALLED ON rRE OLrMOE Or THE OPENING ACCESSING THE OPENNG rIROMI THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS
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<br />4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN
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<br />5. ALL ALUMINUM EXTRUSIONS TO BE fiI43-TE, ALLOY AND 'TEMPER, (UNLESS OrHFRwfSz NOTED) 15, W THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS CEWRIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SfFF SPECIFIC PROJECT; Lt. WHERE " SITE CONDMONS DEVIATE FROM THE P.E.0
<br />6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt
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<br />7, ALL MD. SHEET METAL PANELS $HALL HAVE STRUCTURAL DUALITY STEEL. AM A-01 QRAD.'SO MITI- GALVANIZED STEEL 5 PRODUCT BASED ON THIS PIED PROVIDED Ht/SHE % NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED,
<br />50018 wl 50 kSi YIELD SERIENGT�-. AND 90 "i TENSILE STRENGTH & SMALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3-3.4 III) SITE SPECFtC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OP, ARCH. TECI WHICH MILL
<br />D. BOLTS TO BE ASIM A-307' GALVANIZED SlIff-I OR AISI 304 SERIES STAINLESS STEEL WTH 16 ki, MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (5.0A.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
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<br />ACCORDANCE WITH TOE 2020 (70 EDITION) OF THE FLOMOA BUILDING CODE. BLOCK SHALL BE I 1/4'
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<br />I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER,
<br />THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER
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<br />INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS
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<br />4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN
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<br />5. ALL ALUMINUM EXTRUSIONS TO BE fiI43-TE, ALLOY AND 'TEMPER, (UNLESS OrHFRwfSz NOTED) 15, W THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS CEWRIC AND DOES NOT PROVIDE
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<br />6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt
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<br />DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED,
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<br />SHEET NO.
<br />SH 1.2
<br />I
<br />GENMAL NOTEST VALID E-Z HM =fflLEbNj_M=W
<br />I E-Z "AND SIORM PANEL SHOWN ON TNTS PRODUCT EVALUATION DOCUMENT (FIEJ).) WAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE rD & PANO-44TE PLUS INTO CONCRETE
<br />ACCORDANCE WITH TOE 2020 (70 EDITION) OF THE FLOMOA BUILDING CODE. BLOCK SHALL BE I 1/4'
<br />DESIGN WIND LOAD$ SHALL BE DETERMLIVID) AS PIER SMON 1620 OF THE ABOVE MENTIONED COOL, 82) MINIMUM EMBEDMENT OF 1/4*0 K 7/6* CALX-114 ANCHORS SMALL BE IS 7/a- Nam coNcRof
<br />FOR A YAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLrO AND NO EMBEDMENT 94TO ANY FINISH MATERIAL SPALL BE PERMITTED.
<br />FOR A DIREMIONALITY FACTOR KO-0-05, 051KC ASCE 7-16 AND SNAUL NOT EXCEED THE MAXIMUM. (kS,iD) 1/4- 0-20 SS SIDEWALK DOLTS USED SMALL BE LONG CHOUCH(SHOULD ANY RN[Sli MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS 40CA'FEIG ON SHEETS 25 & 26� CHGAGE 3/4- INTO WHORS�
<br />IN ORDER TO VERIFY THE ABOVE CONIXTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER AW. J-is
<br />SMALL BE FIRST REDUCED TO &S,V. DES" WIND LEADS BY MULTIPLYING THEM, BY 0.6 IN ORDER To 8�3) IN CASE THAT PRECAST SPONE, OR PRECAST CONCRETE PANELS BE FOUND OR THE EXIS,714C WALL,
<br />TO COMPARE THESE W/ MAX. C" D) OCSIG ON PRESSURE RATINGS INDICATED ON SHEETS 26 it 28- ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE
<br />SMALL BE AS MENTIONED IN SA) AND IN 5,2).
<br />�N ORDER TO VCRIrY THAT COMPONENTS AND ANCHORS ON THIS P,E,D. AS TESTED WERE NOT OVER STRIESSED A = INCREASE
<br />N ALLOWABLE STRESS FOR WIND LOADS WAS Wj USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS 9tfN
<br />OVERMINED IN ACCORDANCE WITH RO-5 ZOiS_ (C) ANCRORS SHALL BE INSTALLED FOLEOWLNG ALL OF THE RECOMMENDAIWNS AND SPECIFICATIONS OF THE ANCHOR'S
<br />I STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER,
<br />THE ABOVE MENTIONED CODE AS PER PEOICSTR,41ION TESTING LABORATORY, INC. REPORT 1 202, AS PROTOCOLS TAS-201, 11 a SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of T44E STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203, IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2- T14JS SYSTEM HAS BEEN DESIC14CO TO BE INSTALLED ON rRE OLrMOE Or THE OPENING ACCESSING THE OPENNG rIROMI THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/o THE USE Of A LADDER OR LWT� 'THIS APPLICATION IS VALID WHEN INSTAI-LATION 15 TRIENDED TO ar PERIFORMED 12 THE INS-ALLATION CONTRACTOR ,IS TO SEAL/CAULK ALL SHUTTER COMPONENT CODES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT WTNO/R" INTRUSION CAULK AND SEAL SHUTTER TRACKS AU AROUND FULL
<br />�
<br />LENGTH
<br />3. SERNES TOM INSTALLATION IS APPILLABILIF TO SINGLE AND ML18LE HUNG STYLE WINDOWS WHEN N!�TAUAVON '�S REQUIRED IT) BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY ENALONO AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />4� SERIES 2000 INSTAlLA110" IS APPUC�ASLE 10 SINGLE AND DOUBLE RUNG AND HORIZONTk S�MIFRS STYLE WYNUOWS WHEN
<br />INSTALLATION IS REGUM TO BE PERFORMED FROM THE INSIDE OF SITRUCTURE 14 A714JUM VIANDOWS AND DOOR$, INC. E - Z HANG STORM PANEL SYSTEMI- IS PAIM PDOV,10
<br />5. ALL ALUMINUM EXTRUSIONS TO BE fiI43-TE, ALLOY AND 'TEMPER, (UNLESS OrHFRwfSz NOTED) 15, W THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED BY THIS ENGINEER IS CEWRIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SfFF SPECIFIC PROJECT; Lt. WHERE " SITE CONDMONS DEVIATE FROM THE P.E.0
<br />6, ALL ALUMINUM SHEET METAL USED AT CLOSURES S_10,0, HAVE 3105-1-04 ALLOt
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INVAILARON INCLUDING LWE SAFETY OF
<br />TNT DUE
<br />_
<br />7, ALL MD. SHEET METAL PANELS $HALL HAVE STRUCTURAL DUALITY STEEL. AM A-01 QRAD.'SO MITI- GALVANIZED STEEL 5 PRODUCT BASED ON THIS PIED PROVIDED Ht/SHE % NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/ry- SBS k1a (AFTER ROIJLED�L THIS DOCUMENT, CONSTRUCTION SAFM AT SFIE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />8. ALI SCREWS TO BE STAINLESS STEEL 304 OR ,116 AJS1 SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER DIN (0 THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED,
<br />50018 wl 50 kSi YIELD SERIENGT�-. AND 90 "i TENSILE STRENGTH & SMALL COMPLY W1 FLORIDA BUILDING CODE SECTION 2411.3-3.4 III) SITE SPECFtC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OP, ARCH. TECI WHICH MILL
<br />D. BOLTS TO BE ASIM A-307' GALVANIZED SlIff-I OR AISI 304 SERIES STAINLESS STEEL WTH 16 ki, MINIMUM YIELD STRENGTH, BECOME THE ENGINEER OF RECORD (5.0A.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE Or THE RE.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGNEER TO ME PE.D. ENGINEER. SMALL
<br />10, ANCHORS 70 WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) M,_E&ETFW_EOQKV_,Q,�M- (a) FHIS Pi-D. SMALL 13EM THE DATE AIND ORQNx SEAL AND SIGNATURE OF THE PROF. ESS30NAL ENGINEER OF
<br />- 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY IT W BVLDEX. INC. (MIN. t'3IS2 ii�i.) RECORD THAT PREPARED IT
<br />- 1/4' - X 7/8' CALY-IN ANCHORS, AS LAkNUFACTURED BY DEWALT INC (MIN. I'-3000 p.p.Q
<br />10 16 STORM PANEL MANUFACTUREWS LABU SMALL BE LOCATED ON A RrWLY VISIBLE LOCATION AT STORM PANEL IN
<br />I - J14- PANELVATE FEMALE TO & PANEIMATE PLUS ANCHORS, AS MANUFACIURIDD BY ELCO CONSTRUCTION PRODUCTS ACCORDANCE WITH SECTION 1701- OF .FLORIDA BUILDING CODE ONE LA13EL S,AUL BE PLACED FOR EVERY OPENING
<br />I (C-32550 P..J) LASEUNG TO COMPLY WITH SECTION3 1 709,9.2 OF THE FLORIDA BUILDING COOF_
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