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<br />EENGINEEI-IING
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<br />PROOUCT EVALUATION REF30P-T
<br />September 15, 2020
<br />Application Number-, 17669r I - R2
<br />EX Project NumbeF 20-111543
<br />Product Manufacturer All American Shutters and Glass
<br />ManufactuterAddreess 1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name 8 Description: 24ga Galvanized Steel Storm Panel.
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />GIG20-3 005, F.A C,. for statewide acceptance per Method I(d) The product noted above has been
<br />tested and/or evaluated as summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition (2020) and ls� for the purpose intended, at least equivalent to that required by the Code
<br />Re-evoluallon of this product shall be required following pertinent Florida Building Code modifications or
<br />revisions
<br />Substantiating Data.,
<br />. PRODILIC QCCUMENTS
<br />ex
<br />- drawing #20-3= Galvarazed Steel Storm Panels (HVHZ & NorHVHZ)'r SheatS 1-5
<br />prepared by Engineering Express. signed & sealed try Frank Bermando, P-E IS an integral part of this
<br />Evaluation Report.
<br />,
<br />Uniform Static strucharal performance has been tested in accordance with TAB 202 test standards per test
<br />teport(s) #BT-ASG-17-4001 by Blackwatef Testing, Inc.
<br />Large misslie impact resistance and cyclic loading performance has been tested In accordance with TAS
<br />201 and TAB 203 test standards per test report(s) #ST-ASG-I 7-001 by Blac);yvater Testing, Inc.
<br />. STRUCTURAL ENG4NEF RING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative aridlor rational anaWs to quality the follomnig design chtemv
<br />1. Maximum Allowable Spans
<br />2 Minimum Aflowalpto $Paris
<br />3 Minimum Glass Separation
<br />4, AnchorSpacing
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM@ E NGINEERINGEXPRESS.COM
<br />ENGI N EeRINGEXPRESS.COM
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<br />All Ametican ShUttcI7S arid Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in allowable Stress has been used in the design of this product -
<br />Separation from glazing Is not ,equi red for Insiallatiom outside of wind zone 4 and essential facilities,
<br />Impact Resistance:
<br />Large Impact Resistance has been derrainatiated as evidenced In previously listed test Teport(s). and is
<br />accoutntotll for in the engineering design of this product,
<br />Wind Load Resistance
<br />This product has been designed to resist vAnd loads as indicated in the span schadulets) oil the
<br />respective Product Evaluation Document 6,e engineering drawing).
<br />Installation
<br />This product shall be Installed in strict compliance with ft respective Product Evaluation Document N a
<br />Engineering drawing), along with all components noted thereiri.
<br />Product components shall be of the material Specified in that product's respective Product Evaluation
<br />Document (i.e. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strict accordance with the tespective Product Evaluation Document 0,e
<br />engineering drawing) as noted herein
<br />All supporting host structures shall be designed to hesAt all superimposed loads and shall be of a material
<br />listed in This product's respective anchor schedule. Host struchure Conditions which are not accounted to;
<br />in this product's iespective anchor schedule shall be designed for on a site -specific basis by a registered
<br />prolessional engineer.
<br />All Components which are permanently installed shall be protected against corrosion. contamination. and
<br />other such damage at all times
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
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<br />Frank Hennardo, PE
<br />ENGINEERING ExPREse
<br />OIF0046541� I Cerl Atifli 989A
<br />160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 f866) 396-9999
<br />TEAM@ E 11GINEERINDEXPRESS,COM
<br />ENGINEERING EXPRESS. cum
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<br />INSTALLATION DEJAIL5 FOR SERIES 2000 E—Z HANG STORM PANEL PJ,l
<br />INTO POURED CONCRETE, CONCRETE BLOCK AND WOQD 5TRVUUREr�
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<br />N= * 4 �p - , -_ - -, -
<br />I MIN. PANEL LENGTH I = � 'O. 4 471 . % �242A I1.10M rv, ,�P.
<br />= I 41 24 GAGE GALVANIZED STEEL STORM PANEL
<br />POR MAX, A.SD_ . * . - . 8,
<br />IN I SHAI-L BE 2'- 6' I = * 5 1 [
<br />1 INSTALLATION ARE ONLY VALID *;_ * ;
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<br />PAWL LENGTH, I � / I
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<br />, . O;tA � ,,, - .. I.- wz. r, SM14
<br />SPECIFIC �� ""i", - . .A � 20-175
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<br />MEMBERS TO BE SOUTHERN PINE No 2, W1 ,;,;'W� - (.00�_ -i-i-,"I — �1.0k"I_7�15� A`k O�)mvF_#n1
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<br />DENSITY OF 0-55 OR FOUAL. I�� - dr-arEA7,9 -.1 — I - 11 — I ,,,�rl Ixiom,Nc .
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<br />ALL AMERICAN SHUTFERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) �
<br />1, ;�11
<br />TOP MOUNT (CONN 7
<br />TIFE AS RE9'Dt SECTIONS
<br />OPTIONAL 4`20 STITCH
<br />11
<br />BOLTS WITH WASHERED
<br />7—
<br />Z-
<br />WINCNUTS FASTENED @
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<br />SEPARATION SCHEDULE,
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<br />CPFAINI trL.NtL)ULt: IIJU I t:Z): -
<br />1. 144TER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD & PANEL FASTEN . ER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />PORFNEVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS,
<br />2 'PANEL FAS-ENBI ARE MOS USED IN
<br />COFQUAIMON WITH ALL MOUNTING "TRUSPONS
<br />I --TRACK. SILLODED ARGUE, ETC.) USE 6,25-
<br />O,C' PANEL PASTENER SPACING TABLE VALUES FOR
<br />ALL � H`- AND"U',H]EADERS (INCLUDING BUILD OUT
<br />CONDITIONS)
<br />3 , LINEAR INTERPOLATION BEtWEEN tOADS 15
<br />ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAM
<br />_
<br />I ENTER SPAN SCHCOU, E WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED
<br />2 . SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />L� D, FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />-
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3,7HE GLASS SEPARATION
<br />SCHEDULE IS "at A NO NO MINIMUM SEPARATION FROM rH_1
<br />PSIPUNMI=
<br />-PROTECTED 0 IRED.
<br />,tign,,icy
<br />FRANXIIENNARCOJE -1
<br />I REI_ CA� �1
<br />-
<br />;----: - __�.
<br />- , I. '. -I
<br />-
<br />I ��` ",�. NVIn
<br />MAXIMUM ALLOWABLE
<br />!,�� Ffirk
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<br />'�'
<br />.11-d
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<br />__
<br />DESIGN PRE - --T.Te
<br />-SSURES k,,
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<br />,�', .
<br />� I., " ":111J
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<br />[AS NOTED IN DESIGNI
<br />DESIGN NOTES: I BOHEDI-H-Es
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<br />C I 11
<br />D ' 51, L '
<br />IOSITIVEAN NEATIVEDESIUN BE A
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<br />L86 IS Q Em
<br />'OR H LIT Das GINO) 1P`ERE
<br />,T�M_
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<br />1.
<br />SEPARATE ENGINEERING IN ACCORDANCE WITO THE
<br />-,f� - N5� �
<br />I
<br />GO _ �. '
<br />A C TA NAD
<br />d,l, IN :. I $9N
<br />,�61.OE R-. RE 1,1 AR1111 � �CHAPTEP
<br />��
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<br />" to � M
<br />, ,6,1 ', ,.
<br />1E09OF E FLORIDA BUILDING CODE sHAL,L SE LESS THAN
<br />,
<br />,
<br />,�� �iIIFLII I
<br />00AUAL TOTIFE PnTfiE5O]SflTEGAMnvE DI SIGN
<br />URE. FOR ANY
<br />P S CAPA , T I ED EREIII
<br />"I "�
<br />" - 4 -
<br />'t, t',� 'M i
<br />ASSEMBLY AS SHOWN.
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<br />GENERAL NOTES:
<br />i,
<br />13 UJ_ �
<br />1.
<br />�:wl j
<br />I� Irld
<br />1, TH15 -CIRCATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
<br />ACC RD E W THE EQU M NTS 0 THE IDABUILD GCO
<br />�NSPIF OE
<br />ir,�,r
<br />. CUI
<br />III
<br />EEV EDITION ZILM 6 FINS1OEAN000T5ICEOFTHEHVHZ.PM
<br />,,�
<br />11 , 'a
<br />;� ,
<br />TAS, 20L 201AND Dy I ST OT OLS. CONTRACTOR SHALL INVESTIGAIZ
<br />AND F04ZMTD ALL LOCAL BUILDING CODE Ail ENDMENTS WHICH MAY
<br />'a
<br />En
<br />APPLY. DESIGN CRITIRM BEYOND AS STATEP NJE,Rff1N MAY REQUIRE
<br />_
<br />ADDITIONALS1175-F.-fCHIC SEALED EINGINFERI G.
<br />2, 14031-1/a% LNCREAZE 114 AULOWARL� 'TRES& HAS BEEN LISEDIN THE
<br />DESIGN OF THIS SYSTEPt
<br />�
<br />I IIE THIAICII17EIT IN?NIE,1,01 RICOI&FOR THE ICDECT
<br />E6 RsTaUcru I , , HIC HIS OSET IS LS'D SHALL BE R FSPOWSIDLE
<br />RE Wi�
<br />0
<br />-
<br />FOR THE INTEGRITY OF ALL SUPPORTING SURFACES To THIS DESIC44 WHICH
<br />0
<br />.
<br />SHALL BE COORDINATED BY THE PERMITTING CONTRACTM
<br />4.
<br />A;�'WPECTFI S.EAUQ,ErJMHEEFUNG s,IALL 9 ..". .1
<br />�
<br />I
<br />OESE
<br />IT 7��F
<br />0 0 14 a I LGZG DEFLECTIONS, ORSPANS =4143pleo
<br />< 2;
<br />HEREIN. CONTACTTRIt ENGINEEk PORALFERNATE SPAII CALCULATIONS AS
<br />--
<br />9
<br />'t
<br />14AY BE Rff9
<br />EgNED.
<br />I Tints TEmbEIFAILED HEREIN IS GENtRIGANO OCES NOT PROVIDE
<br />INrOPM&OINMIRCIV?IBCD��CES�V MR SITE CONDITIONS Q�RENT FROM
<br />�Q 9 2 i
<br />0
<br />,,,, i
<br />, A 4 F�JN, REG
<br />T BOO CIE ONr A LICENSED ENGINEER OR ISTMID
<br />ARCHTTECTSHAL,PRIMPARE SITE EPEMPIC DOCUMEME FOR USE IN
<br />� I
<br />�: I 2 ,III
<br />8i
<br />� .11 9
<br />CON-HUNCTIO1. WITH, THE, COI
<br />, DEBI IN PRESSURES N07FED HEREINARE BASED ON MAXIMUM TMEO
<br />6SURESDIVIDEO BY A 1.5 SAFETY FACTOR,
<br />M, 9 - -
<br />�U
<br />"i, - -
<br />-.,09
<br />7, - GRADE , I
<br />OTHERIVIRE FASTEN RS Ay CLTt OF, GREATER SAC SUN S8 i67PO
<br />ALL EASTEN"I CADMIUM -PLATED 0 0
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<br />0 AULMIRMP"ELS, ALL EL " 0
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<br />5TORMPANCI-S HAL"MOFORM TO A AE1i`S-�UR1L.UAILTrY
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<br />STMI., G506ALVAUIZE I COOG 'NIT" IN UN M ,
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<br />ANCHOR NOTES:
<br />I ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, SLIT ONLY NOI
<br />MAX IFIVIN ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSO RES INDICATED
<br />IN SPAN SCHEDULE SMALL APPLY.
<br />� EN7ERANCH09 SCHEDULE RASEDON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, & ANCHOR -PE. SELECT DESIG N LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SIJUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANISELECT
<br />CONNECTIONTYPE BASED ON APPROPRIATE MOUNT114G CONDITION iSEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDE NTI FICA TION OF CONNECT ION TYPE),
<br />3 'PANEL PAST MRS"ARE STUDS USED IN COMUN CON WTTH ALL MOUNTING EXTRUSIONS
<br />1"T"TRACK,SJUDDEDANI J5E6,25"O.0 PANEL FASTENERSPACING TABLE VALUES FOR
<br />ALL `H` - ANO `W-HEADERS (INCLUDING BUTUDOU7 CONDITIONS)
<br />4 ANCHORS SHALL 13E INSTALUEDUN AOCORCIANCIE WITH MANUFACTUREAS'RECOMMENDATIONS,
<br />5 HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TOAF�TPI C90 BLOCK.
<br />G� MIMMUM EMBEDMENT SHALL BEASAOTED IN ANCHOR SCHEDULE,
<br />7 MINJMUM EMBEDMENT "NO EDGE [INSTANCE EXCLUDES STUCCO, FOAM, BF(IrK� AND OTHER WALL
<br />FINISHES WALL FINISHES SHALL B LIMITEDTO 1/4' MAX OR SHALLBE VERIFIED BY OTHERS TO
<br />ADEQUATELY TPANSFERLGADS TO HO,qT STRUCTURE
<br />9, CONCRETE ANCHORS NOT D HEREIN SHALLBE EMBEDDED TO UN-CRACrED CONCRETE ONLY
<br />9, , WHERE rNIBTING STRUCTURE M WOOD FRAMING, EXIST] Ni2 CONDITIONS MAY VARY� FIELD
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERSr NOT PLYWOOD, FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE-5,
<br />10, WHERE ANCHORS FASTEN TO NARROW FACE OF 9TUD FRAMING, FAS115NERSHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2' X 4" (MI WOOD STUD (31," EDGE DISTANCE 13 ACCEPTABLE FOP, WOOD
<br />FRAMING). WOOL) STUD SHALL BE "GOIJTHERN PINE" G0.55 OR GREA7 81 DENSITY � LAG SCREW
<br />SHALL RAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />I. 1� REMOVABLE ANCHORS ARE. DEWALTPANELMATE,ALL-PONTrSSOLID�ET&�A��SHING
<br />L2 M�NE SCREWS SHALL HAVE 112- MINIMUM ENGAGEMENT OF THREADS I RM THE BASF
<br />CHOP AND KAY H AVE ETT
<br />13 'Im MU M ENBEDMEM AND EDGE DISTANCE EXCLUDES STUCCO OPLOTHER WALL FINISHES.
<br />14, = DESIG NATES ANCHOR CONDITIONS WHICH A RE NOT ACCEPTABLE USES,
<br />15 * DIRECT MOUNTINGOONDITION5-
<br />to LINEAR INTERPOLATION IS NOT PERM]TTEL FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET
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