|
_______ANCH0RS (SEE SOMNS ON SHEETS 17, 18, 1$
<br />j: Mo. U/17. 4A/11. 54/16. W/tk
<br />,I WIN. dAW/19, 7AW/10 A, DAWJ'20 4 now/w
<br />D.M.0, 4
<br />6
<br />0 0 0 0
<br />-TT
<br />Ox I ri AA, 'ir.
<br />LIFE �Lll I�Na
<br />MAX.
<br />PANEL LENGTH
<br />(SEE SCHEDULE
<br />wyw= AT
<br />-7-
<br />i T __T
<br />f
<br />J,
<br />ITTIOM OMM
<br />oi,wg-w
<br />W1 Mir a LEFT & IN" FANEw- 19-1
<br />'0 wX WIS.
<br />;T: MIN, GAW/J�, 7AW/10 MW/W EXTIERIOR & 48w/w
<br />-ANCHORS tSEE7 SECTIONS ON SWIE-FS 17, 18, 19 &
<br />QETIQN #2 EQR, LIFE SAEM STORM PANEL(j) ELLYATION
<br />SCALE
<br />�Ixqj
<br />MAXIMUM A.S.D.
<br />Max, PANEL LENGTH
<br />-
<br />DESIGN PRESSURE
<br />L (it-)
<br />MINIMUM SEPARATION
<br />I
<br />PANEL
<br />RATING (P.S,C)
<br />(SEE sicnolts
<br />TO GLASS
<br />CONDITION
<br />+55,0, -72�O
<br />2 3/4'
<br />UNBOLTED
<br />CODE
<br />INMLLAIION DETAILS FOR 0119N OR UFE 5A UY MRM PANEL USIEM
<br />INTO EX13IING
<br />T TM
<br />H _4 U
<br />1/4-0 TAPCON 0 V* 0,C. 41`1 t 0 S' O,C,
<br />/41'01TAPCON
<br />/2' WN. THREADEG
<br />J EYRA =TKIN AT WOOD
<br />! HEADER HEADER "EAVE11
<br />-, I
<br />.46
<br />X
<br />i/r 1/4'
<br />IL
<br />Dow.
<br />L
<br />Li
<br />-0 G
<br />ING KIM SEPARATION
<br />w GLASS To MASS
<br />IANEL LENGTH PANEL UEHGP�t
<br />ON smart 11)
<br />ME NOTE I BELOW) SHEE, 10
<br />COVING SIVA011W PANEL LEN (WE NOTE I KIM V W_
<br /> SPAPAT" TAKE_ LENGTH
<br />C2406 I
<br />tS I
<br />GLASS' to EE NOTE I EXISTING
<br />dwNH, I
<br />DIX scHexILE ISEE NOTE I ELDLOW)
<br />ow sHm, 1.) ON w IQ
<br />ILS. Ms� WT--
<br />YANG NUIT
<br />_N
<br />-TV
<br />'elo
<br />imm. THREADIED
<br />At
<br />:MIDWIM OF PLATE
<br />S 7nT
<br />(D
<br />A 0. ED.
<br />CONT. CONT MAL, W S ms� W/
<br />1/8"o-3/32' KING NUT
<br />a 3/32* WHO NUT
<br />WASHER 0 12 I/V O.C. q i 3/52' WIND WASHER a 1 2 11r OC WASHER (SCIOND)
<br />LIT WW6 (aryow)
<br />i/4's TAPCON 0 6, OC.
<br />'4*0 1APCON 0 IS' Ot� THREADED
<br />STAGGERED W/ STUD) MIDWIVIN
<br />THREADED 'w"I / 2 W PLATE
<br />A=T�DrAT KIGMUM Wow THROMIED
<br />N AT MID1100114
<br />PLATE 4 WOOD PLATE
<br />or PLATE OF PLATE
<br />WOOD PLATE PLATE
<br />IRED ALLATION wALL mogxm IWALLATION
<br />WALL MOUNTINQ INSTALLATION WALL MOUNTIKQ IN51916=1
<br />&URNME UW SCALE 31jr-I 0 LIFE SA= PANEL
<br />0 RMLM EAML piffarn&ZEL SCALE
<br />"00011104110
<br />SCALE 3/8-.0 SCALE T.)
<br />NOTES�
<br />City Nu Zone)
<br />1. WAALADO ARE ONLY VALID FOR SUILDINGS W41H &S.D. DESIGN LOADS FLORIDA BUILDING CODE (141gh Velocity Nu
<br />UP TO �555." 72-0 PSF AM PAHWS LENGTH VP TO W-r
<br />INO 20 GAGE GALVANIZED STEEL STORM PANEL F.P.
<br />Z FOR NEW "00 FRANUE CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN
<br />"HE NO. 2. W/ SPEOPIC.DENSITY OF 0.55 OR EOUAL E
<br />GLOBAL PROTECTION PRODUCTS, LM
<br />11LIEC01 4w S.W. ST WNW
<br />20-176
<br />DRANNI
<br />COMPONENTS EQ8 5ERIES 200 & 1 QQQ E-7. HANG _51ORM PANELS
<br />(SCALE 1/2-l')
<br />---i5.T9r (TOTAL WtDTH)--
<br />(EFFECTIVE WAYTH)
<br />2,500' i i
<br />_TM
<br />It, H 3s, 3 Do, 2-2 i W I
<br />ITT`. ONLYANGIED STEEL EDGE 2.2 1 44
<br />ASTILI A-053
<br />GRADE 50 MINIM M MAIL
<br />G-61) CALY.
<br />" 1�elb,
<br />STORM PANEL f- _7 __Z,470�-
<br />REVERSED "b" JWK (1) ROMED *U* TRICK
<br />YTY HEWED EDGE.'
<br />1 2
<br />913*T
<br />125*
<br />I
<br />HEWED I �k
<br />3,7W'
<br />ISOMETRIC VIEW ETAIL A Z a"
<br />S OF PANEL's 24
<br />END UP W1 HEMMED EDGE.
<br />125'
<br />-A,
<br />j. T"r UIE @) 2"W(Maj.) ALUM -AM=
<br />,"MUR
<br />, WIDE
<br />r OD151-76 Alum. ALLOY
<br />A,
<br />7 trYP.)
<br />f No. 44167 FLORIDA BUILDING CODE (High Velocity Hur came Zone)
<br />Tam MBCA. 20 CAGE GAILVANIZED STEEL STORW PANEL
<br />L-3* M� OF ft
<br />afll
<br />GLOBAL PROTECTION PRODUCTS, U.C. WE
<br />3*W(MaJ ALWA-AHM STOP BAR
<br />L Tal M�U._ -
<br />49� IT STREET
<br />11" LONG - n_
<br />SOW-T5 Alum, ALLOY awsien-7w, 20-176
<br />p`U`E`V CONGREFEI I
<br />DR CONCRETE
<br />BLOCK REQUIRED
<br />&SIALLA119N WAILS EQ8 8 LIFE SAFETY 5TORM PANEL SnTEM
<br />INIQ EXISTIN w-ortr no CONCRETE 9LOCK STRUCTURES
<br />TAPOON ANCHORS ' TAPOGN ANCINORS 114- TAPOM MCHIM I
<br />0. O-IL
<br />TAPCON ANCH002
<br />0
<br />MAN; NUT
<br />Ir O.C,
<br />�____L"ED CONCRETE
<br />OR CONCRETE BLOCK
<br />REIRIFED
<br />WALL MUNTING INUALLATION
<br />SECER-M
<br />SCALE
<br />1 6 �Nllz
<br />LbA
<br />tar'. -
<br />GLASS, I
<br />_4
<br /><D
<br />EVA
<br />"0.
<br />4-�S, )LS, W/
<br />_�141.ZW 4r��S, ALS, W/
<br />4= "LIT WASHER
<br />NUT "SHE"
<br />wM
<br />I/.- TAPOON
<br />TAPCON ANIC"M 114- TAPCON AN040M
<br />4 i/r 04, - ------ _�ORS
<br />0 4 1/2* OXL
<br />(StA03MED w/ STUD)
<br />eOURED CONCRETE _MUNED CONCRETE
<br />ONDWRETE
<br />OR CONCRETE BLOCK BLOCK OR CONCRETE BLOCK
<br />REIGUINED REOULRED REQUIRED
<br />INSTALLATION WALL MOUNTINg INY&IIATION WALL MOUNT1NG INSTALLATION
<br />a Li AN-
<br />wk It IMMANEL
<br />SCALE 3/8--l- WAX 3/8*-1, SOU 3/e.1"
<br />SEE SHIFT to & 20 MR ANcHoRs TWE
<br />Tft
<br />__j,�4
<br />1,�4
<br />1,�4
<br />INCON
<br />PACK0 FOR WITEALUTt" INTIF, WOOD
<br />AWOM SPACING 004
<br />a
<br />FR4W BULDING.
<br />11"i ARM" WACM Mo WNW*
<br />CODE OLSTA" ARE 001CATIE0 ON THIS
<br />3
<br />SCHEX)LE FOR EA LESS THAN LKIWATO DN
<br />ScHOKU REDUCE ANCHOR SRACM BY
<br />i"Iftypic WAGING; sno" ON ScNwAE
<br />"OW IN_Aw.*0,j
<br />3
<br />ACRIL IEa am amm
<br />AT THE FOLUINHING FACTIRIL I" IN$
<br />OPOIATOR Im BE POSS010% floun
<br />SPACING Dow" 104 FACTOR S�AUL NOT
<br />BE LESS THAN UVARA, �w 'W"M
<br />To EACH ANCHOR TYPE ON THE SCHEDULE
<br />IMMLIA119N DETAILS EQR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />v-, -i-
<br /><
<br />_Z4*0 TAPCON 9 V O.C. 114'a TAKON O.C.
<br />THREADE1,
<br />r5w. THRIMM
<br />pitHEMmON AT wow AT WOOD
<br />HEADER WADER
<br />1/4- 1/4*
<br />=1R1
<br />W. SEPARATION
<br />To MASIS
<br />ViDE 604mw
<br />Sw Is)
<br />PANEL LENGTH PANEL LE-NOTH
<br />ON V� 18) (SEE NOR I BELOW) (SEr NOTE I BELOW)
<br />7'
<br />b.
<br />EQ.
<br />r0* WO L7/6'v 3/32' WING NUT ENV wow 17/8-0 3/32- YAW NUT
<br />WAS14ER 0 k
<br />REQUIMO & 1/4- O.C. REQUIRED ER a (BETOIC)
<br />4 6 A 1/4 OX. W 1 7
<br />T.F MIN
<br />AT WICARITIN OF PLATE AT CF PLATE
<br />W" UNTING WALL INSTALLATION
<br />MVE Q9W
<br />f�SAW
<br />REGULAR PANEL 7;t. w"
<br />SCALE SCALE 3/8.1'
<br />FLORIDA BUILDING CODE (High Velocity NU cone Zone)
<br />NOTES, z No 44167 VILD" un", ING,
<br />z 20 WE GALVANIZED STEEL STORM PAMEL
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH &S.D. DES" LOADS DPAMN 11��
<br />UP TO .55.5. -72.0 PSF AND PANEL'S LENGTH UP 10 GLOBAL PROTECDON PRODUCTS, LI.C, DATE-
<br />ATE
<br />2- FOR NEW WOOD FRAME CONSTRUCTION: *000 MEWBERS TO BE SOME" "Go Lw. 6 stow
<br />0
<br />PINE NO. 2, W/ SPECIM DENSITY OF 0.55 OR EDUAL OAWL AT4 20-176
<br />M.
<br />PHOW VF50-7545, (04)0119-5711T
<br />DIVNIK w I
<br />-"WILS
<br />3. /24 Of.@ Non 2 KLO�Fi
<br />n4 w/ oR W/o
<br />ot.j- SS. 1'/24 J� "M 2 j- Mat,, 2724 1 24 (Sa NoRE j
<br />Al
<br />Ti.
<br />10) 3,
<br />0 E" FOR CONCRETE ANCHOM SOL 011,42M A40IFIRS
<br />OF 0 1* vk�l 24
<br />-NAMILIM SCREW I I SCHEDULE ON Shm
<br />AT I
<br />fw- &M_� -9
<br />DO OFW
<br />7J I
<br />h
<br />60 v 60 X V
<br />VON[) AwMaW "OR PANEL)
<br />SEE ?� 3.4 (END EIC RICH
<br />SEE NOTE 2, 3, A BELM ISE
<br />ell"
<br />.4j�7
<br />SoLTIVI, Poia W
<br />-oam PANELS W/ L
<br />1
<br />40 -L' 40 Z
<br />H1 7 1 1 n 11 f rfl I ry F1 I 'n T
<br />-I ITHH -11] 1
<br />SEE NOTE 4 PaOt.
<br />MR CONCRETE AMGI.OM� SEE
<br />-.4 - M FvR WOOD SCRM� 1/2
<br />STE $00FONS OM SHW 25
<br />ir- A �,o - (D K/ - /Do, (b
<br />To NST
<br />LAST MOALWAX ' A=
<br />" HANCLETTO.FACILItATE =A IGAL ELEM911, IF INTENDED TO RE AUEO TIMM
<br />Wftem fWIR!"13 20111 E"DE'"DIF
<br />I
<br />SAWALLEn FROm INS" or STRUCTURE
<br />MEPT
<br />go" S/R. - r WAL I'
<br />-Arl4' Oft, GAP ;[,(4- Ik.- DIM, __jrl4- - GAP V4- N- W
<br />'K
<br />17' K 7 77"'177 77,\ 7-
<br />v V-0WORWA0.0
<br />SECTION A- SECTION 8-
<br />IRMAX W - I' NOYES MILE vw - 1,
<br />(1�, DEFISM Of- SM 1=� r - 2 HAM STOF%F PANEL SYSTEM CONSMUNG OF PANEL
<br />NOTES TIOCKS AT TOP & FANeXATE PLUS 09 15' LONG
<br />0). DE0NMM_ff_5M0,= E - 2 HANC STORM PANEL SYSTEM CONSISTING OF PANEL (rAi BOTTOM W1 FANEILMATES,
<br />C"t, TFIAM Top A: BOTTOM, (1)� END PANELS SHALL ALWAYS BE CONNECTED To NO
<br />NTL / . 7 & z ww PANELS
<br />(2) b PANELS SK41L ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR pmaln_ Ok F osm , , , '. ,
<br />,4
<br />;T
<br />SHAU. BE PROVIDED AT TOP OF SUCH PANIELS� SHALL BE Lam W� v .-, /A W
<br />WING MUT OR 1 1 Min. 4UMBSCREW IN�16STXEDYTCNXT
<br />paw,
<br />AS
<br />0 CIO/NN 1p SHALI. CONSIST OF DEStRIBED ON
<br />4 81 /0
<br />NIL AT
<br />FIG C� KIM THUMBSCREW OM
<br />M�X La"
<br />ATTOIN ;S MAY AT EITHER OF TWO (3). FOR CASES WHEN EIND PANELS ARE Y W'�01`S
<br />To T�M
<br />END PANELS ARE NOT G STOP
<br />jjpQ
<br />EXTERIOR FLAT FLANGES OF END PANEL� '(p BAR
<br />NE PROVIDED AT TOP OF PANELS.
<br />IN CASE THAT END PANE.L5 Z�Ti% Or
<br />Aar TPAM
<br />SZBOTTOM A " BW t4). F
<br />is ONLY USED In BE COM OTTOM TRACK MO
<br />HEM TO Bar G%XA��S WHEN END PANELSANO S ME PW4WFFM4yL
<br />tXn S F
<br />IRC S OOF A=S.
<br />UsI INDICAT21I.INGTE
<br />FIG SPECS CONIFFECTION PANELS
<br />(3) ABOVE IN SUCH CASE.
<br />To MAY BE USED JOIN-, W BOTTOM ATTACKING BOTTOM IRA" TO WALL
<br />BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. TWO PANELMATES FES.&W SHOWN ON ELEVATION I
<br />BE 2R THIS lM WV 4,2"
<br />(5)_ SEE SECTION V, 3' e ON SHEET �A. SEE ANCHOR SCHEDULE ON SHEET 2,�, ED DIFTBAENIII ES
<br />D
<br />NOT NEE I =. LI-MICIR
<br />TIM 7-1rF%
<br />INSTALLED
<br />ELS To"
<br />IMT AMU 11N.- RIGHT SIDE OF SNA
<br />lik, Tit PANEL) HAVE
<br />OVERLAPS RETAINED BY
<br />FLORIDA BUILDING CODE (Nl9h VolooaNyy Mu can* Zone)
<br />IF
<br />No. 4 167 E 20 CAGE GALYANIZED STEEL SMM PANEL 'P-
<br />__!!t _e'
<br />ZPAA
<br />GLOBAL PROMCTION PRODUCTS, U.C.
<br />SIA1 ur /Tj LTECO
<br />oct MOO &. It STRW
<br />WYE fL =14
<br />J04)009-7S46. 20-176
<br />ow
<br />v_ww"
<br />SEA;nx;HA-/-- P.C.
<br />FM- I Swou 23 of M
<br />MIALLA110 QEJAILS EOR DMOR #2- fQR,,.UFE SAEM 9ORM PANEL SY5TEM
<br />INTO EXISTING EQURED QQNCRETE OR CONCRETE BOCK SIR!JCTURES
<br />ANCHORS TAFCON ANCHOFS
<br />O.C.
<br />PoURED CONCRETE POURED
<br />OR CONCRETE BLOCX� OR WNXT VLcc
<br />FMOUIRM REOUIRED 1.
<br />� r-c-_4
<br />1 -1010 FANEL"TIE PLUS W1
<br />1__�L�f . 3'32* WING NUT
<br />INASHM
<br />0 5 o'e.
<br />m-ocx
<br />wjxAm
<br />WALL MOUNTINd INIMLLA`11014
<br />X&M 5A
<br />AMULM Ema
<br />WALE 3/8*-1"
<br />WEE SHMET 16 & 10 FOR ANCINNS TIM
<br />40011,10 "MM
<br />'r.
<br />1/4'.
<br />AM
<br />SPAONG FOR OSMA70S IN10 WON
<br />Jan, ANCHOR ws" 014
<br />3
<br />1
<br />3
<br />FROME WILDING.
<br />Mww ANCHOR SPAOMM Mo MINAVIA
<br />CODE DISTANCE ARE INDICATED Ox THIS
<br />*iwwwa;
<br />3
<br />/2
<br />SCWMAX FOR EA UBS THA14 INDWATED ON
<br />SCHEDULE MIXICE AAVM SPACING BY
<br />kulftmo MAcm MOWN ON ScMax"
<br />am
<br />61 THE FOLLINAND F=09� FOR THIS
<br />OPORADON 10 K REWC1111
<br />VACW, WAM uVWC FACTOR SHAM bw
<br />BE LESS THIN MINAMUM 00"ITIT
<br />FOR EACH WHOR TYPE ON TITS ta
<br />U
<br />F
<br />_0
<br />4,4-.,npANEIMAn
<br />PLUS W/
<br />13r WING NUT WASHER
<br />(BEYMP)
<br />____eDU1VFV CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />WALL MQUKMG I&TU=ION
<br />SCALE
<br />GIENERAL NOTES, VALID E-2 HANG STOW PANEL SMU
<br />1� E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT [P.Eb) HAS BEEN VERIFIED FOR COMPLIANCE IN BA) MINIMUM 04960MEW OF TAPCON ANC34DRS AND PANEIMATE fEMALE 10 4, PARELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 Mh EDITION) OF THE FLDFIOA BULUXNG CQDE- BLOCK VAU BE 1 1/4-,
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE NMIONED COILE, 3.2) MINIMUM EUSEDMENt OF 1/4'0 9 7/6' CAIX-tN 94CHORS SHALL 13E is 7/9* INTO QONCREIE�
<br />FOR A WIND SP ME AS REWIFFED BY THES4UNIASSP&TION, "RE W SHUTTERS WILL BE JNSTAUla AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL K PERMITTED.
<br />FOR A DIREC. GINIALITY FACTOR 7
<br />Fit X0_0,RE, U 0 E -16 AND NOT EXCEED T14E MAXIMUM (AS�D.) 1/4' 0-20 SS SVEWAIX BOLTS USED SMALL BE LONG ENOUGH(SHOUILD ANY FINISH MATERIAL EXIST) TO
<br />DESIGN PRESSURE PATINXIM INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHQRS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, IGN WIND LOADS DETERMINED PER ASCE 7-18
<br />CIA&
<br />SHALL BE FIRST REDUCED TO A.S.D. 1, L= MUTT! LYING, THEM BY 0.5 IN ORDER 70 8.3) IN CASE THAT PRECAST STONE� OR PRECAST OMMETE PANELS BE FOUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W/ MM CXS.D)=. PRESSURE RATINGS INDICATED ON SHEM 25 & 26. ANCHOR$ $HALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SE"D SUCH PANELS. ANDMAGE
<br />SHALL BE AS MENTIONED IN ELI) AND IN 9,2).
<br />JN ORDER TO VERIFY WT COMPONENTS AND ANC14DRS ON THIS P1,11, AS TESTED WERE NOT OVER STRESSED, A 43M INCREASE
<br />IN ALLOWABLE STRESS FOR 914NO LOADS WAS 8M USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD RAS DUN
<br />DETERMINED IN ACCORDANCE WITH ND-S. 2015 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDANONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />STORM PANIEVS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIFIED IN ACCOROANCE WITH SUMN 1625 OF
<br />THE ABOVE MDMM40 CODE AS PER FENtSITIMITON ITSTING LABORATORY, INC, REPORT IT 2032, AS PROTOCOLS IT IT SHALI BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUIVIDNESS OF THE STRUMM WHERE SHUTTER
<br />TAS-202 AND 1AS-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE- THIS SHUTTER SHALL ONLY BE AML14ED To CONCIRETE. au
<br />2. T1,6 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENIND ACCESSING I'HE OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />INSIM USE OF A LADDER OR LIFT, 'THIS APPLICATION IS VALID WHEN INSTALLATION Is INTENDED TO BE PERFORMED IZ FILE INSTALLATION COWAACTOR, IS To SEAL/CAULK ALL SHUTTEit COMPONENT EGGES WHIGN REMAIN IN CONTINUOUS
<br />=M
<br />FROM Of STRUCTURE. CONTACT WITH T14C BUILDING 10 PREVENT WITIO/RAIN INTRUSION. MIX AND W-Al. SHUTTER TRACKS ALL ARONJAID FULL
<br />LENMI
<br />3. SERIES TOM INSTALLATION IS APPLICABLE TO S94CLE AND ODURILE HUNG SMLE WINDOWS WEN INSTALMION (S REQUIRED TV BE
<br />PERFORMED FROM ITHE INSIDE Or StRUCIURIL 13 ST09M I-ANEL INSTALLATION SHALL COMPLY WITH SKCS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURWOON WHERE PERMIT is APPLIED TO.
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE TO SIN= AND DOUBLE HUNG AND HORIZONTAL SUDEFIS STYLE WINDOWS WHEN
<br />INSTALLATION IS REOUNINED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE, $4, ATRIUM WINDOWS AND QOOi INC, E - Z HAPING STORM FINNEL SYSTEM- I$ FAIW 1119111DING,
<br />5. ALL ALUMINUM EXTRUSIONSIO BE W65-76 ALLOY AND TEMPER. (UNLESS OTHEINVISE NOTED) Is- (a) THIS PRODUCT EVALUATION ) PREPARED BY' TF95 ENUNEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMAIM FOR A SITE IMMIUVRTI T... WWRE THE SITE CONDITIONS DEVIATE FROM THE P�F_D�
<br />ALL ALUMINUM SHEET METAL USE13 At CLOSURES SHALL HAVE 3105-KI4 ALLDY.
<br />AILL STEEL SHEET METAL PANELS SHALL HAVE STRUMRAL OUALTTY STEIEL, ASTM A-653 CW-- 50 Min, GALVANIZED STEEL THIS PRODUCT BASED ON IRS P1.M PROVIDED HE/SKE DOES HOT DEVIATE
<br />OESJ"T*N W/Fy- D&S k*1 (AFTER ROUEDJ� THIS DOWMENT- CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESIPCHSIBLUTY.
<br />6. ALL. SCREWS TO BE STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION FICSISTANT COATTED CARBON STEEL. AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MOGIFIED,
<br />5018 W/ 50 k9i YOM STRENGTH AND 90 W TENSILE STRENGTH & $HALL COMPLY W/ FLORIDA BUILDIND CODE SE"ON 2411.3.3,4.
<br />(d) WE SP F)C PROJECTS ShALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHIMT WHICH OLL
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED 511!1*1� OR AtSI 304 SERIES STAINLESS SIM. WT"H 36 W MINJMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL fft RESPONSIBLE FOFZ THE PROPER
<br />USE OF 114E RED. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER To 714E PEO. EINGIRM, SHALL
<br />10, AKK34ORS TO WALL SMALL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) W THIS PTD� SKALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFMONAL ENGINEER OF
<br />i/4't TAIRCON AINCHORS AS MANUFACTURED BY LT.w. BURLDEX. INC, (MIN. r��M RECORD THAT PREPARED IT
<br />1/4' - X 7/8' CAUK-111 ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN, fc-�3000 p-Q
<br />#14-19 PANIELVAIE F044C ID PANEUMAlt PLUS ANCHORS, AS MANUFACTURED V ELCO CONSTRUCTION PRODUCTS, 10, STORAL PANEL MANUFACTURE" LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCAT)ON AT STORM PANEL W
<br />It
<br />(Vo ACCORDANCE W" SECTION 1709-9.3 OF FLORIDA BUILDING CCDIE� ONE IJABEI, $HLAU. BE PLACED FOR EVERY OPENING
<br />-3350 F.AQ
<br />LABELING TO COMPLY WITH SECTION 17099.2 OF THE FLOR91A BUILDINKI CODE.
<br />A.1) MINIMUM EMBEDMENT OF TAnON ANCHORS INTO POURED CONCRETT. SWL. RE 1 3/4- AND 2- FOR PANELMATE
<br />FEWALt 10 A, PANIELUATE PLUS,
<br />A2) MINIMUM EQ8EDMTTiT OF 1/4'�v X 7/8' CALK -IN ANCHORS SHALL BE is 7/0' INTO CONCRETE- NO EMBEDMENT INTO
<br />MY r"SH MATERIAL SHALIL or PEXWMM
<br />1/4. o-20 SS SIDEVALK BOLTS USED SHAIU, RE LONG ENOUGHlSHOULD My FINISH MATERIAL EX" To ENGAGE 3/4'
<br />WTD ANCHORS.
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<br />A.3) IN CASE THAT PRMW STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON TOE ExisFLNG WALL OR
<br />FLOOR. ANCHORS SK&L BE LONG ENOUGH TO REACK THE MAIN STRUCTURE BEHIND SUCH PANEL& ANCHORAGE SHALL
<br />I - --:�
<br />BE AS AEFITINIn IN A.1) AND IN A,2)�
<br />NO.44167
<br />1/4- 0 TAPCOM ANCHORS AS MANUFACTURED BY IT.W. BUILDEX. INC FLORIDA BUILDIN CODE LHIgh Velocity Hurricarwo Zone)
<br />1/4- 0 X 7/5- CAUK-W ANCHORS, AS MANUFACTURIM BY DEWALT INC (rrn-1500 psd) F.P.
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