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- f'. ANCHM
<br />_,__----DSEE SKIM al & ALTERNATIVE MW ON SHEET
<br />i COOK "M 2) -ow/0
<br />_-F--i -P
<br />XE NOTES 2. 3, 4
<br />I k*
<br />-7, 111
<br />HININ"01
<br />'AWN (INTERIOR P
<br />--a - Mel.-
<br />2)
<br />Lj_jj�Lj_jJAT 2 POU
<br />P041
<br />sox
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<br />(END PANEL) I.
<br />SEE NOTES 2, 3. 4
<br />VIP,
<br />VAR.
<br />PANO. LCNG;nf
<br />8 1- 40.0 p,1J,
<br />L
<br />w/
<br />S_S SOLTS Is 9 EA OVERLAP
<br />(SEE SECTiOkS IS APPUCASUE)
<br />sox
<br />OF 'L,
<br />fils) � Mkol:W14A 1 *wA#141#A 3WANS, Ll zitw-10IS! NXIII I A 19415;ft-i I AT,
<br />Will
<br />ENGINEERING
<br />Emomemmu ExpRessO
<br />PIRIODUCT EVALUATIOV4 Rrpowr
<br />September 15. 2020
<br />Application Number. 17069.1 - R2
<br />FX pmJW Number, 20.31543
<br />Product Mainubollower. AN American Shuttomond Glase
<br />MismulticturerAdOrew 11540 Donn Road
<br />West Palm Beach, FL 33M
<br />Product Name A, Descollodow 24ge Galvanized Steel Storm Panels
<br />Large Mkok Impact Resistant
<br />scqm of Eviftwon:
<br />This Product Evalwalon Replutis tm% losSUNNI In accordance with the niquiremseft of #is Florida
<br />Dep"mrd of Bwairsess and PmfesWw* Regulator (Florlda Building CommissioM Role Chapter
<br />61 GM3,005. FAC-, IbIr sholowlide acceptance per Malhod 1(d). 'rho product noted above has been
<br />hisleid andfor evaluated a sumornarlad herain to show comPlance with lbe Florlds SURIfirg Code
<br />Seventh Edbm WM and Is. far ft purpose Wanded, at long Equivalent to that required by the Code.
<br />Re-evalualio" of oft product shall be romArsid following perlimant Florlde SuNdIng Code nvMcWm or
<br />.i.,
<br />Subsontledng DM:
<br />EX alrawing 42041543 #Bad -24ge Galvanized Steel Stims, Panels (WHZ & Nari4f,01LIZ)% sheats 1-5,
<br />prepated bw Eroneering Express, sWood & sealed bv Frank Semoardo, PE. to an witalgral pod of Oft
<br />Evelludicri Report
<br />- 17mrs"M
<br />Lindwin stsbc structural peftionarics has been tested in scoordartes ofth TAB Z12 Unit standards pat test
<br />report(s) SET-ASO-W-001 by Blackwator Testing, Inc.
<br />Law missile Impact reslishm" Bad cycle loading parkinnownes two been haded In accordance wrth TAB
<br />201 and TAB 203 test standards par test report(s) SOT-ASG-17-001 by SWimallar Testing. Inc.
<br />. STRUCTIANAL VAINJEEIRING CALCULATIONS
<br />Structural arickwaft calculortim have been prepared ~ evallaw the product based on
<br />compstathe andlror rallonal waltrah to quallk go bNoWing deskgn crIfteds:
<br />1� MMIWAJM ADOW" SPAS
<br />Z Minursim; Allow" Spam
<br />3. Mkilmum GJwm Sapandkin
<br />4. Anchor Specing
<br />160 SW 12"' AVENUE SUITE 106, DIERIMILD BEACH; FLORIDA 33442
<br />(954) 354-0660 1 (066) 396-999
<br />TEAM 0ENGINEtitiNGExpitiss.com
<br />ENGINEIRI NG EXPRESS, COM
<br />I* LAST PAME10 TO K INSTALLED AT EACH OPEN94C SHALA. ALWAYS BE
<br />PROVIDED W/ REAR MANDLE To MUTATE INSTALLATION W INTENDED
<br />70 BE INSTALLED FROM INSIDE OF STRUCTURE
<br />NOUS ,
<br />HE20DO: E-Z HANG STORM PANEL SYSTEM
<br />Cwd� TRACKS TOP Ar WrTOW
<br />(2). END PME) S
<br />M of FIE CONNECTED TO BOTrOM TRACK
<br />mm SHALL BE PROVIDW AT TOP OF SUCH
<br />PANELS,
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST OF 1/4s-20.3/4" WS. W/ 7/8'0.3/32* WING
<br />NUT OR L94
<br />A;%/;4 W-, THUMBSCREW INTO TAPPED 9OrrOM
<br />TRACK, FASIrEIVERS MAY BE AT MER OF TWO
<br />EXTERIOR FIAT ILANGICS OF END PANEL.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.e. A S70P BAR 15 ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHAU. BE CONNNICTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE %MASM IN SUCH CASE, C43NWCMN OF
<br />PANELS TO BOTTOM OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY WiU0 FOR WIND
<br />SPEED UP TO 170 -Ph, I
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shumn and Gass - 24ga Galvanized Sted Stom Panels
<br />No 33% increase In allowable smins has been used In it* design of thl; product.
<br />Separation ham glazing Is am required for R*MPefions oulaide of wind wive 4 and asomfiall %dftfw,
<br />Impad ftsistance..
<br />Large Impact Resistance has been demonstraled as eviderwed In previously Rated Bost repom(lir). and Is
<br />accounted for In the won"" design of this product.
<br />HNnd Load fiagstance
<br />Thos product has boom dinsOW to resist Mind loods as Indilated in ft spun sdwduto(s) an the
<br />respeolve Product Evaluation Docurnent P.s. angkoseft drawing),
<br />107SIDIAWon
<br />This pro" shall be installed in strict complance with ft respectlys, Product Evaluation Document 0.6,
<br />worwaft dravolng), along with all components noted thersin.
<br />Product components shall be of Bill material spacified in MA pmdUcft respective Product lEvalusban
<br />Docurrient (I.Io. angirusering drawing).
<br />Umftdons & ConcIfflons of Use:
<br />Use of 00 product shall be In 9W accordance with the respockvil Product Evaluation Document (Le-
<br />w4nearing drawft) as rioted heren,
<br />All supporting hold structures sW be desilgood to road all superimposed loaft and " be of a material
<br />POW in this produc;Vs respective anchor ad uls� Host shwitne conditions whibh are tot accounted for
<br />in This product"s respective anchor schedule shall be designed for on a &%&4pedk bw* by a rewstereoll
<br />Pd"sl0" wo--
<br />AN components w" am pwffmrw* Installowl shall be pralectsol spirist owroaloin. emomnftm. arid
<br />DOW such demsp at all Ornes.
<br />Tha product has been des0wed for me w" and a"a the High VelocRi, Hurrkwus Zone RM4Z).
<br />Respeamly.
<br />'M
<br />CL 71t_,0:01
<br />Frank gorinardo, PE
<br />ENMEEPJNGOMEft*
<br />060046549 1 Car(. Auth. 9985
<br />160 SW 121- AvsN us SUITE 106, DstitiqEl,o BiAcm, FLoRtoA 33442
<br />(954) 354-0660 1 (966) 396-9999
<br />TEAM (hEmGtw*tAiNrExPAess, core
<br />EnrlilitaxINGEXPRESs.com
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<br />INSTALLAIJON DETAILS F_QR
<br />INTO POURED CONCRETE. CONCRETE
<br />SERIES 2000 E-Z MANG
<br />BLOCK AND MD
<br />908M PANEL
<br />STRUCIURES
<br />TAPOON
<br />1 0oworm BLOCK
<br />_V4'#
<br />ANCHOR 0 Ir OG.
<br />REQUIRED,
<br />1/00 1APCON JIA.1 HEX HEAD M
<br />:4
<br />#14.1* HU WAD TIX
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<br />Ce (ye FROM
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<br />- ---- --- PANEL LEMM Is
<br />I PAREL"UDIGIN
<br />I =720
<br />0 To GLASS.
<br />THUMageam 50
<br />OF -0
<br />4-0-2w* or
<br />_V4-0 TAPCM ANCHOR
<br />O.C.
<br />Ij#,#TAPCO"
<br />ANCHOR & 12' 01C.
<br />NIL
<br />2.4' WOW
<br />-11ILATE
<br />REQUIRED
<br />COW -AM BLOCK
<br />OFOUIRED.
<br />SCALE 3/8-1*
<br />ALMLL Uffl!"
<br />LIN&M Fz1w
<br />SCALE 3/8.1*
<br />Tf
<br />FLORIDA OLOMWO CODE (Won Mah ValacIty lifur
<br />Zone)
<br />Is
<br />Mft PANEL UENGTHI
<br />FOR SMALL BE 2'-6'
<br />go, 44167
<br />'AMM m
<br />24 "M GILVANIZED STEEL STORM PAKL
<br />one
<br />I#
<br />am* or.
<br />1. INSTALLATION ARE ONLY VAUD MAX. A.M DESIGN
<br />PRESSURE RATING +/- 40.0 p,sJ, AND B'O* VM
<br />STAM 0
<br />Ree
<br />111.119CO-4 GLOUL MTECMN PRO(Hims, U.C.
<br />z
<br />PANEI. LEN GTH.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />KNOO
<br />III
<br />ON S.W. b sow
<br />MEMBERS M SE SOUTHERN PINE No 2, W1 SPECIFIC
<br />20-175
<br />DENSITY Of 0.55 OR EQUAL,
<br />n1i AAA` i
<br />woo A
<br />am's N's
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />,249a GALVANIZED STEEL STORM PANELS tHVHZ & NON-HVHZ)
<br />F
<br />BOTTOM
<br />CUNT
<br />L
<br />N 7Tft
<br />AS-RWO)
<br />----a ON
<br />0 ILOCA ION MAfVAAYI
<br />BOTTOM MOUNT (w
<br />TYPE As 03
<br />PANELS MAY HE NW04M AS REWIRED.
<br />ON --'D
<br />BOLTS M ASHERED
<br />=z=a-1%iA5z
<br />WMNJTS FASJENED 0
<br />41IAMA=TA16'r')E
<br />O'MW
<br />VERTICAL MOUNT
<br />ELEVATION
<br />0 -"\ t tNOTCHED PANELS)
<br />2
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE,
<br />244AUGIPPAl
<br />MINIMUM STORM PANEL SEPARAT
<br />IHVHIL WIND ZONE 4
<br />ESSEWIM FACI ITIESI
<br />OESIGN
<br />"159UPF
<br />INSTALLAI-IONSCAFATER I
<br />I PAN It.Ri'l
<br />THAN 3w Awn am"
<br />MAN go' ~ GAW I
<br />--tt _3S
<br />2.161"
<br />./-45
<br />11"a'.
<br />COG M
<br />LIA."
<br />_6.oli 1h
<br />235.
<br />4/45
<br />1 Sqs%
<br />sit he
<br />1:_
<br />I 3641'n
<br />4121
<br />I
<br />613k,
<br />SPAN, SCHEDULE tS ACCEPTABLE FOR USE WITH
<br />sclutwE WM LESS THAN OR EQUAL To
<br />NEGATIVE
<br />CON;UNCrION WITH ALL MOUNTING EXTRUSIONS
<br />(-F`-TRAM SIUDDEID ANGLE, CTCJ, USE fi1T
<br />OiC ' PARBIL FASTENER SPACING TABLE VALUES FOR
<br />A" -M'- AND -WAICADERS (INICUU01103 BUILD OUT
<br />CONDITIONRI.
<br />A. UNEMINTOPWTMWMUNLOADSIS
<br />ACCliPTARL OTHERWISE USE NEXT NIGHER LOMX
<br />I. ENTER SPAN SCHWAS Wrt" POSITIVE DESIGN LOAD TO O"e"PuNe
<br />14INIMUM ALLOWABLE SEPIOUITION FROM THE OPENING TO BE PROTECTED
<br />2- SCHEDULE 15 "WIRED MR USE WITH POSITIVE LOADS ONLY.
<br />INTERPOLATION BETWEEN LOADS IS ACCUTABLE, OTHER40IFISE USE NEXT HIGHER
<br />LOAD.
<br />3. MR INSTALIATIO105 OUTSIDE OF THE KVHZ AND OUTSIDE OF ESSIMAC
<br />Murnes IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />=rS==ZMr-!O MINIMUM SEPARATION FROM THE
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES-
<br />FqS -WrEDIN "GNI
<br />DESIGN NOTES: sEHEmL2
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<br />NOTES:
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<br />PRO.IUCTS I UTZLY�P� 0115
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<br />4.8
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<br />4 ANCHORS BE INSTAUX0 IN ACCORDANCE WITH VANUFACTU IkEAS' PX�MEMDATMK&
<br />TO =20611U410FL
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