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<br />OPTION #2 FOR LIFE SAFETY STORM PANEL(j,, ELEVATIOtj
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATINQ.�U RA;,AND 41110ko i!
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<br />CORRESPONDING MAXIMUM PANEL LENgIN IN` SCHEDULE _4,---,,-�ii�s,*e,---.!'i I
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<br />MAXIMUM A,S.O. i Max, PANEL LENGTIH - FLORIDA BUILDING CODE (High Velocity HU cone Zone)
<br />DESIGN PRESSURE I L (ft.) MINIMUM SEPARATION I PANEL '.....itOR101'..- _�, A=. "i-Two. I'A' 20 GAGE GALVANIZED STEEL STORM PANEL FF,
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<br />INSTALLATION
<br />UEE SAFEIY SION PANEL SY51EM I
<br />EX15TING W_QM EM&T-URES
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<br />Hurricore
<br />INSTALLADON, DETAILS FOR
<br />#2 FOR LIFE SAFETY STORM PANEL SYSTEM
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<br />A PMEL SYSTEM
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<br />N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE
<br />ACCORDANCE Wait THE
<br />BLOCK SHALL BE 1 4/4'
<br />DESIGN WIND LOADS S
<br />FINISH MATERIAL SHALL. BE PERMITTED,
<br />FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM
<br />USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To
<br />DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS
<br />MINED PER ASCE 7-16
<br />Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25.
<br />SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2).
<br />IN ORDER TO
<br />A S.S% INCREASE
<br />IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS
<br />SPACING 10 WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />... NUFACTURER
<br />STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE
<br />BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C
<br />NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER
<br />YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2 THIS SYSTEM HAS
<br />DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU HfF OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/
<br />A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS
<br />,ROM THE INSIDE OF STRUCTURE- CONTACT
<br />AROUND FULL
<br />LENGTH
<br />1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE
<br />PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS
<br />WINDOWS WHEN
<br />R
<br />5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6
<br />RE-0
<br />E_ ALL ALUMINUM SHEET METAL USED
<br />CLOSURES SHALL HAVE 3105-HI4 ALLOY.
<br />M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL
<br />SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE
<br />RF$fIQHEMAUTt,
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<br />9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS
<br />STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER
<br />USE OF THE
<br />ENGINEER, SHALL
<br />10
<br />FOR REVIEW
<br />(A) 10-MZUW-Bi2�Q BEfE. W THIS R-
<br />ESSX)NAL ENGINEER OF
<br />- 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3
<br />92 Pt,,;.) RECORD THAT PREPARED ff
<br />- 14* 0 9 7
<br />//8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY'
<br />IN. ,3000 :.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR
<br />STORM PANEL IN
<br />- ,O 10 & L-JhA PAN'E
<br />I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING
<br />(C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX
<br />A.1) MINIMUM EMBEDMENT OF TAP
<br />ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE
<br />� FEMALE 10 & PANELMATE PLUS.
<br />A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4'
<br />INTO ANCHORS. "00"MINI"I'"'N"A . Tl,�
<br />A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON
<br />EXISTING WALL OR AIP�? .... ..
<br />ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p'
<br />Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11
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<br />HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE -
<br />MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY
<br />(AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS
<br />DETER
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<br />CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE
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<br />FASTENERS
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<br />WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL.
<br />STYLE
<br />751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm.
<br />. WHERE THE SITE CONDITIONS DEVIATE FROM THE
<br />AT
<br />STEEL
<br />CONTRACTOR'S
<br />B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW,
<br />i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL
<br />STEEL. " 2!6 "i MINIMUM 1" STRENGTH.
<br />A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O.
<br />. ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS
<br />En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO
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<br />'CALK-IN
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<br />CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC
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<br />SHALL BE PROVOID) AT TOP OF" SUCTI PANELS I , ,,, IT 10 , WL0`i`5AI ,� .K. . - , N ,�'r �
<br />. ., 0 (2) fO PANELS SHALL ALWAYS BE TEl i 7,�� ,
<br />6061-TIS
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<br />WALL AN12 I INTING IHM, . ,Aer" W -60 U)
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<br />1 . 1 4*0- WAILI-MOUNTINIG IM, T -
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<br />I EXTERIOR FLAT FLAWES OF END PANEL ON BUT END PANELS ARE W CORN STOP w SECTION 1' � L.
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<br />0 ��) CASE THAT END PAN A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8." 1 �
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<br />DIRECTLY I'd'. . __@) Aam-L SCAU, 3/8-t. SCALE 3/8-1,
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<br />MAY BE USED JOINTLY W/ TRACK AT BOTTOM A17ACHING BOTTOM MACK TO WALL ,,,140744144"v
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<br />44167 = FLORIDA BUILDING CODE (11,111gh Velocity Hur 'cone Zone),
<br />L_ i z *: . z FLORIDA
<br />Zone) - - L LL�� - . It f _.. N�t E
<br />i -I I 1. , I AN, -
<br />I ___ 7w._1 - � TATE OF . - ' !� .=it TKI,Dco. ,Rt, 0 F.P I � '3� . = Pi,i*E ..., - F,
<br />� � 20 GAGE GALVANIZED STEEL STORM PANEL z ANIK, W, I`. z
<br />-
<br />1% -, -f � ftnm - fl., s ` No 4 167 � - 20 GAGE GALVANIZED STEEL STORM PANEL A\ - S - , STATE
<br />OF .' F 20 GAGE GALVANIZED STEEL STORM PANEL DRA,,N AT,
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<br />-T5 AlUm ALLOY , T-l" An- - 'I'll!"Tv"All I, *v__1111 I T .!itm - . .1. mew- 195, -in,46, lim; leb,ogai-vir, . <
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<br />(EMI
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<br />� REM HANDLE TO FACILITATE M=ERIES 1 000 - -_ -
<br />STRUCTURE.
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<br />BOTTOM. .END
<br />TAPPED
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<br />SECTION
<br />ARE
<br />Not CONNECTED 70 BOMM TRACK
<br />". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE
<br />BOTTOM
<br />, CONNECTION OF PANELS
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<br />AT72D tPILM IWT," Ap9A0VLS ISHALT.
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<br />SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE
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<br />'I--- "' - Pm NINTERIOR
<br />HEARTS.
<br />THEM
<br />-' ! ' ,'!� �:..k OVERLAPS
<br />No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND.
<br />BUILDING CODE (High Velocity Hurricane
<br />C.
<br />Max.
<br />LATE: YIEV" - , \ GLOBAL PROTECTION
<br />GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �".
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<br />urt , sE./%"FiNFE,'wE WALTER A, YALE Jr.
<br />SHEET NO.
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<br />ALL MOUNTING INSTALL.AlIgh
<br />SE01ON
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<br />0 SEGUL&B PANEL
<br />SCALE 3/81-1,
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<br />SPACINO FOR INS NIATIONS INTO WOOD 7�
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<br />WIRMUM ANCHOR SPACINCS
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<br />EDGE DISTANCE ARE WDCATO
<br />INS -__ ict-OA 01) 3
<br />VCHODUCE MR ED. LESS THAN INOCKIED ON "AKAI jo,.,,A,p,4
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<br />MULTIFILYWO SPAICHO SHOO ON SCHEDULE son ca am ivq� mm
<br />ST THE FOLLOW" FACTORS, FOR THIS I I/V �
<br />OPERATION TO BE POSSIBLE RIEDUCED - - I.---.-- -
<br />SPACM OffoNNED USNO FACTOR SHALL NOT -
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<br />BE
<br />ITIAM MN"M %WM4 Wor"Too ___ _� I/ , - ii;
<br />I'M E� ANCHOR TYPE ON 7149 SCHEDULE
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<br />N = . N . om ,ILI= -Z 20 GAGE GALVANIZED STEEL STORM PANEL
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<br />1. INSTALLATIONS ARE ONLY VAUD FOR SOLINNGS WITH A-5.0 DESIGN � * t I * s __zz � -
<br />UP it .55z. -72.0 PSF AND
<br />Up To 81-0, . 4 3 w/u/Ium,
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<br />NO. W/ SPECIFIC DENSITY OF 0,55 OR EOUid- '-:��,,-- " ORO�. T _�Ilel MK* SN. el STREET Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE
<br />.
<br />• m -iiAAAN, =
<br />POURED CONCRETE -
<br />OR CONCRETE BLOCK
<br />REQUIRED .1
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<br />INSTALLATIQN QEXL,S EQR OPTION A2 FOR LIFE SAFETY STORM eANEL SYSIEM
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<br />INIQ EXISTING POURED CONCRETE OR CONCR 1E OLOCK STRUCTURES
<br />114' TAPCON ANCHORS - WEIGH WHERE
<br />_,�_q. T:'4
<br />01C. a 2, A POURED CONCRE"It
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<br />MULEPLYiNd SPACING
<br />ON SCHEDIAME A=ft EA Om wwcq 19cm
<br />BY TW POLL90ING FACTORS. FOR THIS
<br />OPERAT'lok TO BE POSSAILL REELM11. I I'�T
<br />- T ----- 7
<br />SPACIM ONTA09D us*4 FAC� SHAUL -
<br />BE =s THAN MINIMUM Sweet; A,"= - - - 211T. -_
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<br />58
<br />SAFETY
<br />1
<br />'ge-
<br />*:: No. 44167
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<br />-
<br />A PMEL SYSTEM
<br />I E-2 HANG STORM PANEL SHOWN ON TH4S PRODUCT EVALUATION DOCUMENT
<br />N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE
<br />ACCORDANCE Wait THE
<br />BLOCK SHALL BE 1 4/4'
<br />DESIGN WIND LOADS S
<br />FINISH MATERIAL SHALL. BE PERMITTED,
<br />FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM
<br />USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To
<br />DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS
<br />MINED PER ASCE 7-16
<br />Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25.
<br />SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2).
<br />IN ORDER TO
<br />A S.S% INCREASE
<br />IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS
<br />SPACING 10 WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />... NUFACTURER
<br />STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE
<br />BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C
<br />NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER
<br />YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2 THIS SYSTEM HAS
<br />DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU HfF OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/
<br />A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS
<br />,ROM THE INSIDE OF STRUCTURE- CONTACT
<br />AROUND FULL
<br />LENGTH
<br />1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE
<br />PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS
<br />WINDOWS WHEN
<br />R
<br />5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6
<br />RE-0
<br />E_ ALL ALUMINUM SHEET METAL USED
<br />CLOSURES SHALL HAVE 3105-HI4 ALLOY.
<br />M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL
<br />SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE
<br />RF$fIQHEMAUTt,
<br />5001D W/ 50 ks
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS
<br />STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER
<br />USE OF THE
<br />ENGINEER, SHALL
<br />10
<br />FOR REVIEW
<br />(A) 10-MZUW-Bi2�Q BEfE. W THIS R-
<br />ESSX)NAL ENGINEER OF
<br />- 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3
<br />92 Pt,,;.) RECORD THAT PREPARED ff
<br />- 14* 0 9 7
<br />//8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY'
<br />IN. ,3000 :.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR
<br />STORM PANEL IN
<br />- ,O 10 & L-JhA PAN'E
<br />I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING
<br />(C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX
<br />A.1) MINIMUM EMBEDMENT OF TAP
<br />ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE
<br />� FEMALE 10 & PANELMATE PLUS.
<br />A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4'
<br />INTO ANCHORS. "00"MINI"I'"'N"A . Tl,�
<br />A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON
<br />EXISTING WALL OR AIP�? .... ..
<br />ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p'
<br />Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11
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<br />- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO'
<br />2h Velocity Hurricane Zone),
<br />�/4' 0 X 7/0'
<br />(f'm-15W 01,4) E :j�-,- _
<br />-
<br />- I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.�
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<br />PRODUCTS (I'20?) P-1) _�� ..... , - - __
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<br />- --I.0 -- . =1
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<br />(P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO
<br />2D2D (71A MITION) OF THE FLORIDA BUILDING CODE.
<br />HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE -
<br />MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY
<br />(AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS
<br />DETER
<br />SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B.
<br />CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE
<br />VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED,
<br />FASTENERS
<br />INS
<br />0.
<br />BEEN
<br />CAULK
<br />WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL.
<br />STYLE
<br />751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm.
<br />. WHERE THE SITE CONDITIONS DEVIATE FROM THE
<br />AT
<br />STEEL
<br />CONTRACTOR'S
<br />B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW,
<br />i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL
<br />STEEL. " 2!6 "i MINIMUM 1" STRENGTH.
<br />A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O.
<br />. ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS
<br />En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO
<br />1
<br />'CALK-IN
<br />(N AT
<br />PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS.
<br />C
<br />HE
<br />FLOOR,
<br />No.44167
<br />CODE (Hi
<br />CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC
<br />FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � , I - - - 11 , 1'.
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<br />COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E-
<br />(SCALE 1/2-f�
<br />a moKi I PANELO)INTO POURED CONCRETE OR QONQREIE ROCK
<br />- Oc" 3� M co,awK me'am ME rql 1, Mitt. 1: ANCHORS T T4��_ 108 V M
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<br />SECTION
<br />ARE
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<br />". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE
<br />BOTTOM
<br />, CONNECTION OF PANELS
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<br />AT72D tPILM IWT," Ap9A0VLS ISHALT.
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<br />SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE
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<br />'I--- "' - Pm NINTERIOR
<br />HEARTS.
<br />THEM
<br />-' ! ' ,'!� �:..k OVERLAPS
<br />No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND.
<br />BUILDING CODE (High Velocity Hurricane
<br />C.
<br />Max.
<br />LATE: YIEV" - , \ GLOBAL PROTECTION
<br />GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �".
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<br />urt , sE./%"FiNFE,'wE WALTER A, YALE Jr.
<br />SHEET NO.
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<br />SAFETY
<br />1
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<br />*:: No. 44167
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<br />A PMEL SYSTEM
<br />I E-2 HANG STORM PANEL SHOWN ON TH4S PRODUCT EVALUATION DOCUMENT
<br />N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE
<br />ACCORDANCE Wait THE
<br />BLOCK SHALL BE 1 4/4'
<br />DESIGN WIND LOADS S
<br />FINISH MATERIAL SHALL. BE PERMITTED,
<br />FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM
<br />USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To
<br />DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS
<br />MINED PER ASCE 7-16
<br />Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25.
<br />SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2).
<br />IN ORDER TO
<br />A S.S% INCREASE
<br />IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS
<br />SPACING 10 WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />... NUFACTURER
<br />STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE
<br />BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C
<br />NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER
<br />YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2 THIS SYSTEM HAS
<br />DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU HfF OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/
<br />A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS
<br />,ROM THE INSIDE OF STRUCTURE- CONTACT
<br />AROUND FULL
<br />LENGTH
<br />1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE
<br />PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS
<br />WINDOWS WHEN
<br />R
<br />5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6
<br />RE-0
<br />E_ ALL ALUMINUM SHEET METAL USED
<br />CLOSURES SHALL HAVE 3105-HI4 ALLOY.
<br />M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL
<br />SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE
<br />RF$fIQHEMAUTt,
<br />5001D W/ 50 ks
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS
<br />STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER
<br />USE OF THE
<br />ENGINEER, SHALL
<br />10
<br />FOR REVIEW
<br />(A) 10-MZUW-Bi2�Q BEfE. W THIS R-
<br />ESSX)NAL ENGINEER OF
<br />- 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3
<br />92 Pt,,;.) RECORD THAT PREPARED ff
<br />- 14* 0 9 7
<br />//8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY'
<br />IN. ,3000 :.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR
<br />STORM PANEL IN
<br />- ,O 10 & L-JhA PAN'E
<br />I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING
<br />(C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX
<br />A.1) MINIMUM EMBEDMENT OF TAP
<br />ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE
<br />� FEMALE 10 & PANELMATE PLUS.
<br />A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4'
<br />INTO ANCHORS. "00"MINI"I'"'N"A . Tl,�
<br />A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON
<br />EXISTING WALL OR AIP�? .... ..
<br />ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p'
<br />Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11
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<br />2h Velocity Hurricane Zone),
<br />�/4' 0 X 7/0'
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<br />HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE -
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<br />i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL
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<br />A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O.
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<br />". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE
<br />BOTTOM
<br />, CONNECTION OF PANELS
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<br />AT72D tPILM IWT," Ap9A0VLS ISHALT.
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<br />SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE
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<br />'I--- "' - Pm NINTERIOR
<br />HEARTS.
<br />THEM
<br />-' ! ' ,'!� �:..k OVERLAPS
<br />No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND.
<br />BUILDING CODE (High Velocity Hurricane
<br />C.
<br />Max.
<br />LATE: YIEV" - , \ GLOBAL PROTECTION
<br />GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �".
<br />to ,
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<br />urt , sE./%"FiNFE,'wE WALTER A, YALE Jr.
<br />SHEET NO.
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<br />1.2
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<br />SCALE 1/6'-I"
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<br />SCALE 3/81-1,
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<br />FRAME BUILDING- - Aeommit smarx, O') A
<br />WIRMUM ANCHOR SPACINCS
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<br />EDGE DISTANCE ARE WDCATO
<br />INS -__ ict-OA 01) 3
<br />VCHODUCE MR ED. LESS THAN INOCKIED ON "AKAI jo,.,,A,p,4
<br />SCHOXALE REDUCE AND" SPACING BY
<br />MULTIFILYWO SPAICHO SHOO ON SCHEDULE son ca am ivq� mm
<br />ST THE FOLLOW" FACTORS, FOR THIS I I/V �
<br />OPERATION TO BE POSSIBLE RIEDUCED - - I.---.-- -
<br />SPACM OffoNNED USNO FACTOR SHALL NOT -
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<br />BE
<br />ITIAM MN"M %WM4 Wor"Too ___ _� I/ , - ii;
<br />I'M E� ANCHOR TYPE ON 7149 SCHEDULE
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<br />WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION
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<br />SECTION
<br />FLORIDA
<br />Hurricore
<br />INSTALLADON, DETAILS FOR
<br />#2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />�
<br />INTO EXISTING WOOD STRUCTURES
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<br />N = . N . om ,ILI= -Z 20 GAGE GALVANIZED STEEL STORM PANEL
<br />z * * ,_ .:
<br />1. INSTALLATIONS ARE ONLY VAUD FOR SOLINNGS WITH A-5.0 DESIGN � * t I * s __zz � -
<br />UP it .55z. -72.0 PSF AND
<br />Up To 81-0, . 4 3 w/u/Ium,
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<br />NO. W/ SPECIFIC DENSITY OF 0,55 OR EOUid- '-:��,,-- " ORO�. T _�Ilel MK* SN. el STREET Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE
<br />.
<br />• m -iiAAAN, =
<br />POURED CONCRETE -
<br />OR CONCRETE BLOCK
<br />REQUIRED .1
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<br />I E.O.A
<br />INSTALLATIQN QEXL,S EQR OPTION A2 FOR LIFE SAFETY STORM eANEL SYSIEM
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<br />INIQ EXISTING POURED CONCRETE OR CONCR 1E OLOCK STRUCTURES
<br />114' TAPCON ANCHORS - WEIGH WHERE
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<br />MULEPLYiNd SPACING
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<br />BY TW POLL90ING FACTORS. FOR THIS
<br />OPERAT'lok TO BE POSSAILL REELM11. I I'�T
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<br />SPACIM ONTA09D us*4 FAC� SHAUL -
<br />BE =s THAN MINIMUM Sweet; A,"= - - - 211T. -_
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<br />58
<br />SAFETY
<br />1
<br />'ge-
<br />*:: No. 44167
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<br />w ENINVI'm COMPA OMME' IL �11
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<br />t.w.-O., 20-176
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<br />FAR.:
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<br />-
<br />A PMEL SYSTEM
<br />I E-2 HANG STORM PANEL SHOWN ON TH4S PRODUCT EVALUATION DOCUMENT
<br />N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE
<br />ACCORDANCE Wait THE
<br />BLOCK SHALL BE 1 4/4'
<br />DESIGN WIND LOADS S
<br />FINISH MATERIAL SHALL. BE PERMITTED,
<br />FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM
<br />USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To
<br />DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS
<br />MINED PER ASCE 7-16
<br />Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25.
<br />SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2).
<br />IN ORDER TO
<br />A S.S% INCREASE
<br />IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS
<br />SPACING 10 WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />... NUFACTURER
<br />STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE
<br />BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C
<br />NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER
<br />YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2 THIS SYSTEM HAS
<br />DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU HfF OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/
<br />A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS
<br />,ROM THE INSIDE OF STRUCTURE- CONTACT
<br />AROUND FULL
<br />LENGTH
<br />1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE
<br />PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS
<br />WINDOWS WHEN
<br />R
<br />5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6
<br />RE-0
<br />E_ ALL ALUMINUM SHEET METAL USED
<br />CLOSURES SHALL HAVE 3105-HI4 ALLOY.
<br />M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL
<br />SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE
<br />RF$fIQHEMAUTt,
<br />5001D W/ 50 ks
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS
<br />STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER
<br />USE OF THE
<br />ENGINEER, SHALL
<br />10
<br />FOR REVIEW
<br />(A) 10-MZUW-Bi2�Q BEfE. W THIS R-
<br />ESSX)NAL ENGINEER OF
<br />- 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3
<br />92 Pt,,;.) RECORD THAT PREPARED ff
<br />- 14* 0 9 7
<br />//8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY'
<br />IN. ,3000 :.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR
<br />STORM PANEL IN
<br />- ,O 10 & L-JhA PAN'E
<br />I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING
<br />(C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX
<br />A.1) MINIMUM EMBEDMENT OF TAP
<br />ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE
<br />� FEMALE 10 & PANELMATE PLUS.
<br />A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4'
<br />INTO ANCHORS. "00"MINI"I'"'N"A . Tl,�
<br />A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON
<br />EXISTING WALL OR AIP�? .... ..
<br />ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p'
<br />Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11
<br />z ,
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<br />{a) 1D_ujvjhG,1mCp=_%z11_AAiJ. = *' * 11 =
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<br />- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO'
<br />2h Velocity Hurricane Zone),
<br />�/4' 0 X 7/0'
<br />(f'm-15W 01,4) E :j�-,- _
<br />-
<br />- I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.�
<br />- If 4-' 0 PANELMATF
<br />. I DIONI, w
<br />PRODUCTS (I'20?) P-1) _�� ..... , - - __
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<br />_ �, - raL I � -- GLOBAL PROTECTION PRODUCTS, I.I.C. In DAIL
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<br />F�����
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<br />U,,
<br />, ___
<br />.. 20-176
<br />1 I '. � M-76.5, 10 (05A)ARS-6797
<br />- --I.0 -- . =1
<br />2_1 =
<br />11 RvA � I
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<br />I
<br />(P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO
<br />2D2D (71A MITION) OF THE FLORIDA BUILDING CODE.
<br />HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE -
<br />MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY
<br />(AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS
<br />DETER
<br />SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B.
<br />CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE
<br />VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED,
<br />FASTENERS
<br />INS
<br />0.
<br />BEEN
<br />CAULK
<br />WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL.
<br />STYLE
<br />751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm.
<br />. WHERE THE SITE CONDITIONS DEVIATE FROM THE
<br />AT
<br />STEEL
<br />CONTRACTOR'S
<br />B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW,
<br />i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL
<br />STEEL. " 2!6 "i MINIMUM 1" STRENGTH.
<br />A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O.
<br />. ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS
<br />En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO
<br />1
<br />'CALK-IN
<br />(N AT
<br />PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS.
<br />C
<br />HE
<br />FLOOR,
<br />No.44167
<br />CODE (Hi
<br />CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC
<br />FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � , I - - - 11 , 1'.
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<br />COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E-
<br />(SCALE 1/2-f�
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<br />No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND.
<br />BUILDING CODE (High Velocity Hurricane
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<br />N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE
<br />ACCORDANCE Wait THE
<br />BLOCK SHALL BE 1 4/4'
<br />DESIGN WIND LOADS S
<br />FINISH MATERIAL SHALL. BE PERMITTED,
<br />FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM
<br />USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To
<br />DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS
<br />MINED PER ASCE 7-16
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<br />TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25.
<br />SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2).
<br />IN ORDER TO
<br />A S.S% INCREASE
<br />IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS
<br />SPACING 10 WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />... NUFACTURER
<br />STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE
<br />BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C
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<br />DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU HfF OPENING FROM THE OR WOOD FRAME BUILDINGS,
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<br />A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS
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<br />1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE
<br />PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS
<br />WINDOWS WHEN
<br />R
<br />5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6
<br />RE-0
<br />E_ ALL ALUMINUM SHEET METAL USED
<br />CLOSURES SHALL HAVE 3105-HI4 ALLOY.
<br />M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL
<br />SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE
<br />RF$fIQHEMAUTt,
<br />5001D W/ 50 ks
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS
<br />STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER
<br />USE OF THE
<br />ENGINEER, SHALL
<br />10
<br />FOR REVIEW
<br />(A) 10-MZUW-Bi2�Q BEfE. W THIS R-
<br />ESSX)NAL ENGINEER OF
<br />- 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3
<br />92 Pt,,;.) RECORD THAT PREPARED ff
<br />- 14* 0 9 7
<br />//8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY'
<br />IN. ,3000 :.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR
<br />STORM PANEL IN
<br />- ,O 10 & L-JhA PAN'E
<br />I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING
<br />(C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX
<br />A.1) MINIMUM EMBEDMENT OF TAP
<br />ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE
<br />� FEMALE 10 & PANELMATE PLUS.
<br />A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4'
<br />INTO ANCHORS. "00"MINI"I'"'N"A . Tl,�
<br />A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON
<br />EXISTING WALL OR AIP�? .... ..
<br />ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p'
<br />Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11
<br />z ,
<br />% -
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<br />{a) 1D_ujvjhG,1mCp=_%z11_AAiJ. = *' * 11 =
<br />= '. .*Z
<br />- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO'
<br />2h Velocity Hurricane Zone),
<br />�/4' 0 X 7/0'
<br />(f'm-15W 01,4) E :j�-,- _
<br />-
<br />- I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.�
<br />- If 4-' 0 PANELMATF
<br />. I DIONI, w
<br />PRODUCTS (I'20?) P-1) _�� ..... , - - __
<br />/20/;taxi
<br />_ �, - raL I � -- GLOBAL PROTECTION PRODUCTS, I.I.C. In DAIL
<br />u� 0
<br />I -
<br />1�'111 �, / M 7 ... -w S.- I SITRUM
<br />F�����
<br />/ ", I C.NF,� nK.,, C.� DMAtE, FL
<br />U,,
<br />, ___
<br />.. 20-176
<br />1 I '. � M-76.5, 10 (05A)ARS-6797
<br />- --I.0 -- . =1
<br />2_1 =
<br />11 RvA � I
<br />.Hv . _,NEn,2, w u
<br />-
<br />I
<br />(P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO
<br />2D2D (71A MITION) OF THE FLORIDA BUILDING CODE.
<br />HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE -
<br />MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY
<br />(AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS
<br />DETER
<br />SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B.
<br />CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE
<br />VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED,
<br />FASTENERS
<br />INS
<br />0.
<br />BEEN
<br />CAULK
<br />WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL.
<br />STYLE
<br />751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm.
<br />. WHERE THE SITE CONDITIONS DEVIATE FROM THE
<br />AT
<br />STEEL
<br />CONTRACTOR'S
<br />B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW,
<br />i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL
<br />STEEL. " 2!6 "i MINIMUM 1" STRENGTH.
<br />A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O.
<br />. ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS
<br />En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO
<br />1
<br />'CALK-IN
<br />(N AT
<br />PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS.
<br />C
<br />HE
<br />FLOOR,
<br />No.44167
<br />CODE (Hi
<br />CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC
<br />FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � , I - - - 11 , 1'.
<br />a
<br />a_.. _ n
<br />Pt SEAL/SVRAIUREAMIn CA-OW6719 - - I 7Wi- DAMWAI - *AnoM 4 IntLE Jr., RI
<br />+
<br />(3)
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<br />----------- - I—- __ - I I'll
<br />COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E-
<br />(SCALE 1/2-f�
<br />a moKi I PANELO)INTO POURED CONCRETE OR QONQREIE ROCK
<br />- Oc" 3� M co,awK me'am ME rql 1, Mitt. 1: ANCHORS T T4��_ 108 V M
<br />- - B=.,N"WOODscilm-_(SECSCHIMDJUE M TNOEY25,1.MIT,
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<br />I'll I 11 -1 � 1 J-�4 , - So"DIMUT ww_.="" Cn
<br />_____ - - 12-500" (EFTECTIVE MOTH) --- - ---- - -- - ___ CEO
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<br />W/ Ho"O EDD,_
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<br />, 3 ,� I 1 Al' EACH =411SAU BE PRovioro w/ I : , = _j__ _ - I !I ! , x
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<br />� i EVATIQH FOR S- I i I
<br />- , =.[D9 F INTENDED TO BE INSTALLED FROM ON 1, - :'4_ -�--- - § §- I 1
<br />//' '. -, ,- - - ,'> io.08' - I I LAST
<br />0 To BE INSTALLED REAR HANDLE TO FACILITATE TNsTxAAm � I--,!' i . <
<br />- ,,��-,, - TYPICAL EL 10 2Q99
<br />SHALL - MICAL EL!RjQ I § fl
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<br />TRACKS AT TOP & PANELMIE PLUS OR IS* LONG Rlp."M_ I ,r c;:
<br />i, " I i .... =n' _T
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<br />TRILACKS TOP & BOTTOM, (2) END PANELS SHALL ALWAYS SETLTrEamo TO EXII'a S1 WALL BY AA.S
<br />, 'A MI 1 (4, .so ED , I __
<br />14 W/ lfl ',WK AT
<br />PANELS I �1_iv�_
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<br />"J" TRACK 5 _roN�MECIRIED 'to BOTTOM TRACK OTHERWISE A STOP FAIR-M.1-1 , (�) 0 M�E,� 6 2"W(Max.) ALU PANCL%E �._a�r..l "', 11 PIT
<br />SHALL BE PROVOID) AT TOP OF" SUCTI PANELS I , ,,, IT 10 , WL0`i`5AI ,� .K. . - , N ,�'r �
<br />. ., 0 (2) fO PANELS SHALL ALWAYS BE TEl i 7,�� ,
<br />6061-TIS
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<br />WALL AN12 I INTING IHM, . ,Aer" W -60 U)
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<br />� I/ 111�1 it 111/14*1143/4'
<br />THUMBSCREW (3). FOR CASES WHEN C40 PANELS ARE - JOBVILY W,�.1,Q1-..-&(p - SECIM 2'
<br />1 . 1 4*0- WAILI-MOUNTINIG IM, T -
<br />I- I
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<br />I EXTERIOR FLAT FLAWES OF END PANEL ON BUT END PANELS ARE W CORN STOP w SECTION 1' � L.
<br />I, C
<br />0 ��) CASE THAT END PAN A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8." 1 �
<br />3. =nQN-24i
<br />! 1 IS ELS
<br />DIRECTLY I'd'. . __@) Aam-L SCAU, 3/8-t. SCALE 3/8-1,
<br />I IN ONLY USED A HAL D(Le
<br />TRAC - m
<br />" L BE CONNECTE To " `t`Vo`C`N0`S RE , FOR
<br />-r_-_ I US T 0 IT SUCH CASE
<br />MAY BE USED JOINTLY W/ TRACK AT BOTTOM A17ACHING BOTTOM MACK TO WALL ,,,140744144"v
<br />� f 1 PAH00% ,CING SPECS INDIC
<br />MOUNTED TO EXISTING SILL WALL XEANSS OF PANEL"TES, ONE INTERIOR PAN ��&$ 0 11 I u. v w .1
<br />I I I 17 I TTOM TRACK WAY OCCUR
<br />PANEL LOCATION V , = ,V , ...
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<br />No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND.
<br />BUILDING CODE (High Velocity Hurricane
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<br />1. INSTALLATIONS ARE ONLY VAUD FOR SOLINNGS WITH A-5.0 DESIGN � * t I * s __zz � -
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<br />ACCORDANCE Wait THE
<br />BLOCK SHALL BE 1 4/4'
<br />DESIGN WIND LOADS S
<br />FINISH MATERIAL SHALL. BE PERMITTED,
<br />FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM
<br />USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To
<br />DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS
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<br />SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2).
<br />IN ORDER TO
<br />A S.S% INCREASE
<br />IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS
<br />SPACING 10 WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
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<br />STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE
<br />BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or
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<br />2 THIS SYSTEM HAS
<br />DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU HfF OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/
<br />A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS
<br />,ROM THE INSIDE OF STRUCTURE- CONTACT
<br />AROUND FULL
<br />LENGTH
<br />1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE
<br />PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS
<br />WINDOWS WHEN
<br />R
<br />5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6
<br />RE-0
<br />E_ ALL ALUMINUM SHEET METAL USED
<br />CLOSURES SHALL HAVE 3105-HI4 ALLOY.
<br />M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL
<br />SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE
<br />RF$fIQHEMAUTt,
<br />5001D W/ 50 ks
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS
<br />STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER
<br />USE OF THE
<br />ENGINEER, SHALL
<br />10
<br />FOR REVIEW
<br />(A) 10-MZUW-Bi2�Q BEfE. W THIS R-
<br />ESSX)NAL ENGINEER OF
<br />- 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3
<br />92 Pt,,;.) RECORD THAT PREPARED ff
<br />- 14* 0 9 7
<br />//8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY'
<br />IN. ,3000 :.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR
<br />STORM PANEL IN
<br />- ,O 10 & L-JhA PAN'E
<br />I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING
<br />(C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX
<br />A.1) MINIMUM EMBEDMENT OF TAP
<br />ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE
<br />� FEMALE 10 & PANELMATE PLUS.
<br />A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4'
<br />INTO ANCHORS. "00"MINI"I'"'N"A . Tl,�
<br />A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON
<br />EXISTING WALL OR AIP�? .... ..
<br />ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p'
<br />Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11
<br />z ,
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<br />{a) 1D_ujvjhG,1mCp=_%z11_AAiJ. = *' * 11 =
<br />= '. .*Z
<br />- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO'
<br />2h Velocity Hurricane Zone),
<br />�/4' 0 X 7/0'
<br />(f'm-15W 01,4) E :j�-,- _
<br />-
<br />- I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.�
<br />- If 4-' 0 PANELMATF
<br />. I DIONI, w
<br />PRODUCTS (I'20?) P-1) _�� ..... , - - __
<br />/20/;taxi
<br />_ �, - raL I � -- GLOBAL PROTECTION PRODUCTS, I.I.C. In DAIL
<br />u� 0
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<br />1�'111 �, / M 7 ... -w S.- I SITRUM
<br />F�����
<br />/ ", I C.NF,� nK.,, C.� DMAtE, FL
<br />U,,
<br />, ___
<br />.. 20-176
<br />1 I '. � M-76.5, 10 (05A)ARS-6797
<br />- --I.0 -- . =1
<br />2_1 =
<br />11 RvA � I
<br />.Hv . _,NEn,2, w u
<br />-
<br />I
<br />(P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO
<br />2D2D (71A MITION) OF THE FLORIDA BUILDING CODE.
<br />HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE -
<br />MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY
<br />(AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS
<br />DETER
<br />SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B.
<br />CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE
<br />VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED,
<br />FASTENERS
<br />INS
<br />0.
<br />BEEN
<br />CAULK
<br />WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL.
<br />STYLE
<br />751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm.
<br />. WHERE THE SITE CONDITIONS DEVIATE FROM THE
<br />AT
<br />STEEL
<br />CONTRACTOR'S
<br />B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW,
<br />i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL
<br />STEEL. " 2!6 "i MINIMUM 1" STRENGTH.
<br />A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O.
<br />. ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS
<br />En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO
<br />1
<br />'CALK-IN
<br />(N AT
<br />PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS.
<br />C
<br />HE
<br />FLOOR,
<br />No.44167
<br />CODE (Hi
<br />CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC
<br />FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � , I - - - 11 , 1'.
<br />a
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<br />COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E-
<br />(SCALE 1/2-f�
<br />a moKi I PANELO)INTO POURED CONCRETE OR QONQREIE ROCK
<br />- Oc" 3� M co,awK me'am ME rql 1, Mitt. 1: ANCHORS T T4��_ 108 V M
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<br />SHALL - MICAL EL!RjQ I § fl
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<br />TRACKS AT TOP & PANELMIE PLUS OR IS* LONG Rlp."M_ I ,r c;:
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<br />SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE
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<br />No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND.
<br />BUILDING CODE (High Velocity Hurricane
<br />C.
<br />Max.
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<br />1. INSTALLATIONS ARE ONLY VAUD FOR SOLINNGS WITH A-5.0 DESIGN � * t I * s __zz � -
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<br />POURED CONCRETE -
<br />OR CONCRETE BLOCK
<br />REQUIRED .1
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<br />INSTALLATIQN QEXL,S EQR OPTION A2 FOR LIFE SAFETY STORM eANEL SYSIEM
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<br />INIQ EXISTING POURED CONCRETE OR CONCR 1E OLOCK STRUCTURES
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<br />BY TW POLL90ING FACTORS. FOR THIS
<br />OPERAT'lok TO BE POSSAILL REELM11. I I'�T
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<br />BE =s THAN MINIMUM Sweet; A,"= - - - 211T. -_
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<br />N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE
<br />ACCORDANCE Wait THE
<br />BLOCK SHALL BE 1 4/4'
<br />DESIGN WIND LOADS S
<br />FINISH MATERIAL SHALL. BE PERMITTED,
<br />FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM
<br />USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To
<br />DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS
<br />MINED PER ASCE 7-16
<br />Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25.
<br />SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2).
<br />IN ORDER TO
<br />A S.S% INCREASE
<br />IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS
<br />SPACING 10 WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
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<br />STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE
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<br />A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS
<br />,ROM THE INSIDE OF STRUCTURE- CONTACT
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<br />1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE
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<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS
<br />WINDOWS WHEN
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<br />5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6
<br />RE-0
<br />E_ ALL ALUMINUM SHEET METAL USED
<br />CLOSURES SHALL HAVE 3105-HI4 ALLOY.
<br />M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL
<br />SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON
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<br />RF$fIQHEMAUTt,
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<br />9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS
<br />STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER
<br />USE OF THE
<br />ENGINEER, SHALL
<br />10
<br />FOR REVIEW
<br />(A) 10-MZUW-Bi2�Q BEfE. W THIS R-
<br />ESSX)NAL ENGINEER OF
<br />- 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3
<br />92 Pt,,;.) RECORD THAT PREPARED ff
<br />- 14* 0 9 7
<br />//8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY'
<br />IN. ,3000 :.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR
<br />STORM PANEL IN
<br />- ,O 10 & L-JhA PAN'E
<br />I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING
<br />(C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX
<br />A.1) MINIMUM EMBEDMENT OF TAP
<br />ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE
<br />� FEMALE 10 & PANELMATE PLUS.
<br />A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4'
<br />INTO ANCHORS. "00"MINI"I'"'N"A . Tl,�
<br />A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON
<br />EXISTING WALL OR AIP�? .... ..
<br />ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p'
<br />Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11
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<br />- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO'
<br />2h Velocity Hurricane Zone),
<br />�/4' 0 X 7/0'
<br />(f'm-15W 01,4) E :j�-,- _
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<br />- I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.�
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<br />PRODUCTS (I'20?) P-1) _�� ..... , - - __
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<br />.. 20-176
<br />1 I '. � M-76.5, 10 (05A)ARS-6797
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<br />(P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO
<br />2D2D (71A MITION) OF THE FLORIDA BUILDING CODE.
<br />HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE -
<br />MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY
<br />(AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS
<br />DETER
<br />SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B.
<br />CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE
<br />VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED,
<br />FASTENERS
<br />INS
<br />0.
<br />BEEN
<br />CAULK
<br />WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL.
<br />STYLE
<br />751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm.
<br />. WHERE THE SITE CONDITIONS DEVIATE FROM THE
<br />AT
<br />STEEL
<br />CONTRACTOR'S
<br />B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW,
<br />i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL
<br />STEEL. " 2!6 "i MINIMUM 1" STRENGTH.
<br />A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O.
<br />. ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS
<br />En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO
<br />1
<br />'CALK-IN
<br />(N AT
<br />PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS.
<br />C
<br />HE
<br />FLOOR,
<br />No.44167
<br />CODE (Hi
<br />CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC
<br />FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � , I - - - 11 , 1'.
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<br />COMPONENIS FQR SERIES 2000 & 1000 E-Z HANG STORM PANEL '/24 6.4 (SEE NOTE 9 BELOW) INSTALLATION DETAILS FOR �ERIE5 2000 AND ]ON E-
<br />(SCALE 1/2-f�
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<br />44167 = FLORIDA BUILDING CODE (11,111gh Velocity Hur 'cone Zone),
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<br />Not CONNECTED 70 BOMM TRACK
<br />". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE
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<br />SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE
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<br />No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND.
<br />BUILDING CODE (High Velocity Hurricane
<br />C.
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<br />SCALE 1/6'-I"
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<br />114' TAPCON ANCHORS - WEIGH WHERE
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<br />BY TW POLL90ING FACTORS. FOR THIS
<br />OPERAT'lok TO BE POSSAILL REELM11. I I'�T
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<br />BE =s THAN MINIMUM Sweet; A,"= - - - 211T. -_
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<br />N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE
<br />ACCORDANCE Wait THE
<br />BLOCK SHALL BE 1 4/4'
<br />DESIGN WIND LOADS S
<br />FINISH MATERIAL SHALL. BE PERMITTED,
<br />FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM
<br />USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To
<br />DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS
<br />MINED PER ASCE 7-16
<br />Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25.
<br />SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2).
<br />IN ORDER TO
<br />A S.S% INCREASE
<br />IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS
<br />SPACING 10 WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />... NUFACTURER
<br />STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE
<br />BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C
<br />NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER
<br />YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2 THIS SYSTEM HAS
<br />DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU HfF OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/
<br />A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS
<br />,ROM THE INSIDE OF STRUCTURE- CONTACT
<br />AROUND FULL
<br />LENGTH
<br />1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE
<br />PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS
<br />WINDOWS WHEN
<br />R
<br />5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6
<br />RE-0
<br />E_ ALL ALUMINUM SHEET METAL USED
<br />CLOSURES SHALL HAVE 3105-HI4 ALLOY.
<br />M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL
<br />SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE
<br />RF$fIQHEMAUTt,
<br />5001D W/ 50 ks
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS
<br />STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER
<br />USE OF THE
<br />ENGINEER, SHALL
<br />10
<br />FOR REVIEW
<br />(A) 10-MZUW-Bi2�Q BEfE. W THIS R-
<br />ESSX)NAL ENGINEER OF
<br />- 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3
<br />92 Pt,,;.) RECORD THAT PREPARED ff
<br />- 14* 0 9 7
<br />//8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY'
<br />IN. ,3000 :.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR
<br />STORM PANEL IN
<br />- ,O 10 & L-JhA PAN'E
<br />I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING
<br />(C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX
<br />A.1) MINIMUM EMBEDMENT OF TAP
<br />ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE
<br />� FEMALE 10 & PANELMATE PLUS.
<br />A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4'
<br />INTO ANCHORS. "00"MINI"I'"'N"A . Tl,�
<br />A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON
<br />EXISTING WALL OR AIP�? .... ..
<br />ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p'
<br />Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11
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<br />2h Velocity Hurricane Zone),
<br />�/4' 0 X 7/0'
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<br />(P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO
<br />2D2D (71A MITION) OF THE FLORIDA BUILDING CODE.
<br />HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE -
<br />MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY
<br />(AS D.) 1/4" 0-20 SS S;DEWAL,K BOLTS
<br />DETER
<br />SHALL BE FIRST REDUCED TO A.S,D- DESIGN RITNO LOADS BY MOOP!,WNG THEM BY 0,5 IN ORDER TO B.
<br />CHORE SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURF BEHIND SUCH PANELS. ANCHORAGE
<br />VERIFY THAT COMPONENTS AND ANCLI.OITS ON TAS P,E.D. AS TESTED WERE HOT OVER STRESSED,
<br />FASTENERS
<br />INS
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<br />BEEN
<br />CAULK
<br />WITH THE ftUILDINC 10 PREVENT. MW/RA;N INTRUSION CAULK AND SEAL SRUTTEP TRACKS ALL.
<br />STYLE
<br />751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm.
<br />. WHERE THE SITE CONDITIONS DEVIATE FROM THE
<br />AT
<br />STEEL
<br />CONTRACTOR'S
<br />B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW,
<br />i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL
<br />STEEL. " 2!6 "i MINIMUM 1" STRENGTH.
<br />A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O.
<br />. ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS
<br />En. SHAU BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of THE PRO
<br />1
<br />'CALK-IN
<br />(N AT
<br />PLUS ANCHORS. AS MANUFACTURED By E,CO CONSTRUCTION PRODUCTS.
<br />C
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<br />FLOOR,
<br />No.44167
<br />CODE (Hi
<br />CALK -IN ANCHORS, AS MANUFACTURED By DEWALT INC
<br />FEMALE In AND PANtILMATE PLUS ANCHORS, AS MANUFACTURED BY i�co CONSTRUCT" � , I - - - 11 , 1'.
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<br />HEARTS.
<br />THEM
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<br />No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND.
<br />BUILDING CODE (High Velocity Hurricane
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<br />LATE: YIEV" - , \ GLOBAL PROTECTION
<br />GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �".
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<br />A PMEL SYSTEM
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<br />N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE
<br />ACCORDANCE Wait THE
<br />BLOCK SHALL BE 1 4/4'
<br />DESIGN WIND LOADS S
<br />FINISH MATERIAL SHALL. BE PERMITTED,
<br />FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM
<br />USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To
<br />DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS
<br />MINED PER ASCE 7-16
<br />Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25.
<br />SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2).
<br />IN ORDER TO
<br />A S.S% INCREASE
<br />IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS
<br />SPACING 10 WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />... NUFACTURER
<br />STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE
<br />BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C
<br />NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER
<br />YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2 THIS SYSTEM HAS
<br />DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU HfF OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/
<br />A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS
<br />,ROM THE INSIDE OF STRUCTURE- CONTACT
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<br />1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE
<br />PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS
<br />WINDOWS WHEN
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<br />5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6
<br />RE-0
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<br />CLOSURES SHALL HAVE 3105-HI4 ALLOY.
<br />M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL
<br />SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE
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<br />9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS
<br />STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER
<br />USE OF THE
<br />ENGINEER, SHALL
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<br />FOR REVIEW
<br />(A) 10-MZUW-Bi2�Q BEfE. W THIS R-
<br />ESSX)NAL ENGINEER OF
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<br />//8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY'
<br />IN. ,3000 :.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR
<br />STORM PANEL IN
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<br />I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING
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<br />ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE
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<br />A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO
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<br />INTO ANCHORS. "00"MINI"I'"'N"A . Tl,�
<br />A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON
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<br />ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p'
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<br />HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE -
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<br />751*ALLAnON IS REQUIRED TO BE PERFORMED FROM THE INSIDE. OF STRUCTURE. 14 ATRIUM WINDOWS AND DOM, INC. E - Z HANG STORM PANEL SYSTEM- IS PATENT Pgmm.
<br />. WHERE THE SITE CONDITIONS DEVIATE FROM THE
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<br />CONTRACTOR'S
<br />B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW,
<br />i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL
<br />STEEL. " 2!6 "i MINIMUM 1" STRENGTH.
<br />A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O.
<br />. ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS
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<br />SHALL BE PROVOID) AT TOP OF" SUCTI PANELS I , ,,, IT 10 , WL0`i`5AI ,� .K. . - , N ,�'r �
<br />. ., 0 (2) fO PANELS SHALL ALWAYS BE TEl i 7,�� ,
<br />6061-TIS
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<br />WALL AN12 I INTING IHM, . ,Aer" W -60 U)
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<br />0 ��) CASE THAT END PAN A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS, SCALE 3/8." 1 �
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<br />DIRECTLY I'd'. . __@) Aam-L SCAU, 3/8-t. SCALE 3/8-1,
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<br />� REM HANDLE TO FACILITATE M=ERIES 1 000 - -_ -
<br />STRUCTURE.
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<br />. E - 2 SAW STORM PANEL SYSTEM CONSISGING, OF PANEL s
<br />OF
<br />BOTTOM. .END
<br />TAPPED
<br />Alum. ALLOY SHALL. a CONNECTED
<br />�,''[
<br />r- 125' (�) IF END lFMNE1A RE 1,*1111,1/1AD TO TUT I', I IINEI.N SHALT CONSIST Or DESOf . I � Ou ,�-
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<br />SECTION
<br />ARE
<br />Not CONNECTED 70 BOMM TRACK
<br />". 4) .FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE
<br />BOTTOM
<br />, CONNECTION OF PANELS
<br />TOP)
<br />AT72D tPILM IWT," Ap9A0VLS ISHALT.
<br />Ai
<br />SEE BSECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE
<br />�:'
<br />'I--- "' - Pm NINTERIOR
<br />HEARTS.
<br />THEM
<br />-' ! ' ,'!� �:..k OVERLAPS
<br />No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND.
<br />BUILDING CODE (High Velocity Hurricane
<br />C.
<br />Max.
<br />LATE: YIEV" - , \ GLOBAL PROTECTION
<br />GLOBAL PROTECTION PRODUCTS, LLC, 0"HU"m 1� �".
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<br />urt , sE./%"FiNFE,'wE WALTER A, YALE Jr.
<br />SHEET NO.
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<br />1.2
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<br />(BEYOND)
<br />I -POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />ALL MOUNTING INSTALL.AlIgh
<br />SE01ON
<br />0 LIFE
<br />PANEL
<br />SCALE 1/6'-I"
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<br />A PMEL SYSTEM
<br />I E-2 HANG STORM PANEL SHOWN ON TH4S PRODUCT EVALUATION DOCUMENT
<br />N, ANcHoRs AND PANrLmAtE FEMALE To & FANELINATE PLUS INTO CONCRETE
<br />ACCORDANCE Wait THE
<br />BLOCK SHALL BE 1 4/4'
<br />DESIGN WIND LOADS S
<br />FINISH MATERIAL SHALL. BE PERMITTED,
<br />FOR A DIFICCTONAUTY FACTOR Ke-O,BS, USING ASCE 7-10 AND SHALL NOT ]EXCEED THE MAXIMUM
<br />USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATEIIIN, EXST) To
<br />DESION PRESSURE RATINGS INDICATED ON SN,FCTS 25 & 2C ENGAGE 3/4, INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE! DESIGN `MND LOADS
<br />MINED PER ASCE 7-16
<br />Tl IN CASE PIAT I -RECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (A,SO) DESCU PRESSURE RATINGS INDICATED ON SHEETS 25 At 25.
<br />SHALL. BE AS MENTIONED IN 9,I) AND IN 9,2).
<br />IN ORDER TO
<br />A S.S% INCREASE
<br />IN ALLOWABLE STRESS TOP WIND LOADS WAS tM USED IN ITEM ANALYSIS
<br />SPACING 10 WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE MIN N.OS, 21)iS� (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />... NUFACTURER
<br />STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE
<br />BEEN VERIFIED IN ACGORWCE W-ri, SECTION 1625 Or
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT IT 2032, AS PROTOCOILI TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE C
<br />NTRAG7OR TO VERIFY THE SOUNDNESS OF TNE STRUCTURE WHERE SHUTTER
<br />YAS-202 AND TAS-203. IS TO J OF ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SN.41 ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2 THIS SYSTEM HAS
<br />DESIGNED TO BE WALLED ON THE OUTSIDE OF THE OPENING ACCESiENU HfF OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/O THE JSE OF A LADDER OR LIFT THIS APPLICATION r- VALID WHEN INSTALLATiON IS INTENDED It at PERFORMED 12 THE INSTALLATION Q(N[TRACTOR 15 TO SfAL/
<br />A11 SHUTTER COMPONEW EDGES WHICH REMAIN IN CONTINUOUS
<br />,ROM THE INSIDE OF STRUCTURE- CONTACT
<br />AROUND FULL
<br />LENGTH
<br />1 SERFU IGOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED J0 BE
<br />PERFORMED FROM THE INSIDE or STRUCTURE t3 STORM PANEL INSTALLATION VIRALL COMPLY WN SPECS INDICATED IN IRS GNAWING TiLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONIAt SUOERS
<br />WINDOWS WHEN
<br />R
<br />5- ALL ALUMINUM EXTRUSIONS TO BE 6063-1D ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCUMENT (P,E,O,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; ;-6
<br />RE-0
<br />E_ ALL ALUMINUM SHEET METAL USED
<br />CLOSURES SHALL HAVE 3105-HI4 ALLOY.
<br />M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL
<br />SHCET METAL PANELS SHALL 'AYE STRUCTURAL DUALITY STEEL� ASTM A-85.1 ORADE 50 MM, 4AL_YAMrZED STEEL THIS PRODUCT BASED ON THIS PEX. PROVIDED HC/SHt DOES NOT GEAATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION WIry- 58.5 .c (AF-mit ROLUED). THIS DOCUMENT, CONSTRUCTION SAFETY AT WE IS THE
<br />RF$fIQHEMAUTt,
<br />5001D W/ 50 ks
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED SI�_ OR AM 304 SERIES STAINLESS
<br />STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE ;OR THE PROPER
<br />USE OF THE
<br />ENGINEER, SHALL
<br />10
<br />FOR REVIEW
<br />(A) 10-MZUW-Bi2�Q BEfE. W THIS R-
<br />ESSX)NAL ENGINEER OF
<br />- 1/4-0 TAPCON ANCHORS AS MANUrACTURED BY iTW BVILDEN. INC (MIN. Vc.3
<br />92 Pt,,;.) RECORD THAT PREPARED ff
<br />- 14* 0 9 7
<br />//8ANCHORS, AS MANUFACTURED By DIEWALT INC, jMY'
<br />IN. ,3000 :.} 16 STORM PANEL MAINUFACTURER'S '-ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAR
<br />STORM PANEL IN
<br />- ,O 10 & L-JhA PAN'E
<br />I"- PANELMATE FEMALE ACCORDANCE WITH SECTION 1709-EL3, OF FLORIDA BUILDING CODE ONE LABEL SIVeL BE PLACED FOR EVERY OPENING
<br />(C-3m P.0 LABELING TO COUP" WITH SECIRIN.709.9.2 OF THE FLORIDA BUILDING COX
<br />A.1) MINIMUM EMBEDMENT OF TAP
<br />ON ANCHORS INTO POURED CONCRETE SHALL BE I 3/A- AND 2- FOPT PANELMATE
<br />� FEMALE 10 & PANELMATE PLUS.
<br />A?.) MINIMUM EMBEDMENT OF 1/4-0 I 7/8- CALK-W ANCHORS SHALL, BE IS 7/8- INTO CONCRETE- NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMITTED 114. o-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN006"(SHOULD ANY FINISH W,:RAL EXI-SI TO ENWE 3/4'
<br />INTO ANCHORS. "00"MINI"I'"'N"A . Tl,�
<br />A,!) IN CASE THAT PREC45T SPOKE, PRECAST CONCRETE PANELS, OR PAVERS BE �OUND ON
<br />EXISTING WALL OR AIP�? .... ..
<br />ANCHORS SHALL BE LOW ENOUGH TO REAGO ITT MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL I, �N - ,IjkC E N& "' - 111'p'
<br />Of AS MCN71NED IN A,I) ANG IN A�2). j .1 11 �p 11
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<br />- 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY t.TW BUILDEX, INC Z - .- .. FLORIDA BUIUNNO'
<br />2h Velocity Hurricane Zone),
<br />�/4' 0 X 7/0'
<br />(f'm-15W 01,4) E :j�-,- _
<br />-
<br />- I 0I �. '-4 " ,.. .m ,,TE,o. - 20 GAGE GALVANIZED STEEL STORM PANEL r.�
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<br />1 I '. � M-76.5, 10 (05A)ARS-6797
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<br />I
<br />(P,E.D) HAS BEEN VERIFIED FOR COMPLANCE IN 8,1i MINIMUM EmsEommr OF TAPCO
<br />2D2D (71A MITION) OF THE FLORIDA BUILDING CODE.
<br />HALE , BE DETERMINED AS PER SECTION 1620OF THE ABOVE MEWIDNED COD E, 0.2) MINIMUM EMISEDMENT!, OF 1/4'0 X 7/8' CALK -IN ANCHORS SHALL BE I$ 7/6' ",To CONCRETE -
<br />MR A WIND SPEED AS REQUOIED By THE JURISDICTION WHERE TtiESE SHUTTERS WILL OF INSTALLED AND NO ]EMBEDIVENIT INTO ANY
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<br />DETER
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<br />. WHERE THE SITE CONDITIONS DEVIATE FROM THE
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<br />B. ALL SCREWS TO BE STAjNlES6; STEEL 304 OR 310 INS SERIES OR CORROSION REGiSIA]VT COATED CARBON STEAL AS PER DIN (i,) THIS PRODUCT ;EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MWFW,
<br />i YIELD STRENGTH AND go ITS; "ENS11LE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SEC11ON 2414.3.3.4 Id) SITE SmIrx: PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHTC14 WILL
<br />STEEL. " 2!6 "i MINIMUM 1" STRENGTH.
<br />A.E.C. ENGINEER a RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.O.
<br />. ANCHORS TO WALL SHALL BE AS FELLOWS: SUBMIT TO THIS LATTER D4E SITE SPECIFIC DRAWINGS
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<br />No. 44167 ".. � _$sli� , EN, "-�� -,c, FLORIDA BUILDING CODE (mgh Velocity mi, 'Cone zone) I--,- I 6 RE ND.
<br />BUILDING CODE (High Velocity Hurricane
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<br />LATE: YIEV" - , \ GLOBAL PROTECTION
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