|
EZi/18,
<br />EZ I W/i 8 AENDI
<br />"•' "--.._-- �.- (SEE SECTION EZ1 a 4LTERNATAE EZtw ON SHEET ta)--- --'
<br />�1' Min.
<br />-r�(E ND,i: Y) "-aw, *L7' (SEE
<br />2)
<br />i �6ti EErRRY1 16"1 ALUMINUM
<br />RWET *LAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />1/2' C O O O O Q O O O j O r-_T PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />•
<br />I TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />f
<br />AT 2 PER
<br />PAWL
<br />• __ O. *L (1)- EiMNRM ION OF SERIES 20: EI HANG STORM PANEL SYSTEM
<br />(END PANEL) 1 1 (INTERIOR PANEL) (fNTER�R PANEL) (I PANEL) j 4 (END PANEL)r 1 MAX' CONSISIINC OF PANEL C t. TRACKS TOP & BOTTOM,
<br />SEE NOTES 2. 3. 4 I I �_T
<br />SEE NOTES 2, 3. 4
<br />I I i 6. 0` (2). END PANELS SHALL ALW IA CONNECTED TO BOTTOM FTRACK
<br />i OTHERWISE A STOP BAR s1ALL BE PROVIDED AT TOP OF sucw
<br />I SUCH
<br />I11I
<br />I i I PANEL LENGTH PANELS.
<br />I j I I � f (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL. CONSIST OF 1/4"9-200/4" M.S W/ 7/8"60/32" WING
<br />I i PA'#LS N/ 1/N-20.1` 1 NUT ON 1/4'ax3/4' Min. THUMBSCREW KID TAPPED BOTTOM
<br />IBOLTED
<br />i5 a0LT5 W/ O FA DYEAtAP TRACK. LOCATION OF FASTENERS MAY BE A7 EITHER Of TWO
<br />I i I I 1 � I (SEE 5iL•TIOHS AS APPLICABLE) EXTERIOR FLAT FLANGES OF END PANEL.
<br />�_Ll- �_
<br />L%. _i._ 1 L _ .1. - _l _ 1 1 -! -1._ 3..1..J 50m
<br />• "" _. OF •L' (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM
<br />4
<br />- ,- --- l - �--.- 1 r r --' - r MAXTRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />1 i j J 1 7 -f -.- PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE_ IN SUCH CASE, CONNECTION OF
<br />JJ_Li 1J_LLJJILLJJ_LiLJJ1LLJJ�>'L1JJ J_Li JJ111 LJJ_L1 JJ1 �_-_J PANELS TO BOTTOM TREK MAY OCCUR AT ANY PANEL LOCATION.
<br />L L J
<br />SEE NOTE
<br />1" Min LONE„/K,/� ,SEE INSTALLATIONS ONLY VALID FOR WIND
<br />NOTE 3 L� OH HOLE 3 SPEED UP TO 170 m.p.h.
<br />ANOPS
<br />,. - - -----(SEE SELTOM EZt & ALTERNATIVE E21W ON SHEET 18) -
<br />fZI/18,
<br />EZ1W/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 1 SYSTEM (t)
<br />SCALE: 3/32•-1'
<br />2.587-(WK OVERLAP
<br />i
<br />1/4• , l
<br />MAY. GAr
<br />ACTION A -A N, ......
<br />TI((/lwI....F,A
<br />SCALE: 3/32"®I" sOs�1j R. y
<br />s �'� ,........, ✓ y5
<br />�,rN�P: • EN '•. 9 FLORIDA BUILDING COOP Nan High Velocity Nurcieane Zones
<br />44167 B»so norm. 24 GAGE GALVANIZED STEEL STOW PANEL W;
<br />11 L 1 E C O I EEc.DRAWN
<br />sSTATE 0#' AL PROTECTION PRODUCTS, LLC. :
<br />�1•• a t AMY AMID S.R. 51 STFW
<br />'�� FL
<br />O - f10Rl�p • ,r'�' e4 r. 1m +.r .RnR. n sii> °a+L wl` 20-175
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<br />ENGINEERING
<br />ENGINEERING EXPRESS®
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Applicabon Number: 1TMA - R2
<br />EX Project Nlmlber. 20.31543
<br />Product Manufacturer. All American Shutters and Glass
<br />Manufacturer Address: 1510 Donna Road
<br />West Palm Beach, FL 33409
<br />Product Nam & Description: 24ga Galvanized steel scorn Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />c uati
<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 />BIG20-3.005, F,A.C., for statewide acceptance per Method 1(d), The product noted above has been
<br />1 summarized n to show compliance with Its, Florida Building Code
<br />tested efldlo eve slated all $UmR18 3!ed herel ."+'Y..' .,.^ W
<br />Seventh Edition (2020) and Is, for the purpose intended, at least equivalsed to that required by the Code.
<br />Re-evaluation of Of product shall be ragttired following perthUm! Florida Building Code nau9(icctions or
<br />revisions.
<br />Substantiating Data:
<br />. PRODUCT EVALUA71ON DOCUMENTS
<br />EX drawing # 20-31543 Wdod "24ga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)*, stNests 1-5.
<br />prepared by Engineering Express, signed & seated by Frank Bernardo, P.E. Is an Integral par of this
<br />Evaluation Report.
<br />• T REPORTSLLiL
<br />in accordance with TAS 202 teat standards test
<br />Uniform static structural performance has been leafed Ccardan Per pe
<br />report(s 8BT-ASG-17-0INBiackweterTeshng.Inc.
<br />Large missile inVW resistance and cycle loading performance has been tasted In accordance with TAS
<br />201 and TAS 203 test standards per test reports) NBT-ASG-17-001 by Biackwater Testing, Inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative and/or rational analysis to gaaffy the folic ving design Criteria:
<br />1. Maximum Allowable Spans
<br />2. Minimum ANDw"Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacmg
<br />160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) .3N54-0660 1(866) 396-9999
<br />TEAM • HENGINEERIXGEXPRESS.COM
<br />ENGINEERIRGEXPRESS.COM
<br />w,2in.iiuio+
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<br />ot ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in allmable stress has been Dead in the design of this product.
<br />Separation from glazing is not required for irlatallatiolTs outside of wind zone 4 and essential facibbes-
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced in previously meted test report(s), and is
<br />accounted for in the engineering design of this pro".
<br />Wind Load Resistance
<br />This product has been designed to resist wind W ds as indicated in the span scliedute(s) on the
<br />respective Product Evaluation Document 0.s. engineering drawing).
<br />Installation
<br />This product shall be tnsMfled in strict compliance with its respective Product Evaluation Document Q.e.
<br />engineering drawing), along with all components noted thersin.
<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 shaft be in strict accordance with the respective Product Evaluation Document 0.9.
<br />engineering drawing)as noted herein.
<br />All supporting host structures shall be designed to resist all superimposed bads and shah be of a material
<br />ltefed In this product's respective anchor schedule. Host structure conditions which are not accounted for
<br />In this products respective anchor schedule shall be designed for on a site -specific pia by a registered
<br />professional engineer.
<br />AN components which are pemsrtenitiy installed shall be protected against corrosion, contan ination, 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 />Respectfitily,
<br />Frank Bennardo.PE
<br />ENGINEERING EXPRESSO
<br />NPE0046549ICert. Auth.9885
<br />160 SW 121F AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM* E NG]NEERSNGExPRESS.COM
<br />E NGINEE RING EXPR ESS. COM
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL n
<br />INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES
<br />1
<br />_.
<br />Cp0pN5TC_POIAdED jIf
<br />,,
<br />CONCRETE BLOCK / �! .-. i 1/4•0 TAPOON
<br />Ii ANCHOR C 1r O.C.
<br />ItEWM1ED. - �
<br />�o +I
<br />1/{'e TAPCCIN f. 1 r ta.t• ilEx HEAD 1EK WOOD i1DIDER ! '1 •.-, --- /14.1` NNEx HEAD iDL
<br />°�._
<br />ANCHOR a 12' D.C. ' ^ e�}/4• FROM REOWD li' 1�� SCREW e,j/4' FROM
<br />,r--1F13,'1 EDGE OF Q) I' / EDGE OF (/ 9
<br />1
<br />rOt , II i '
<br />`\- �\\\eJJJi
<br />ED 4
<br />r 4 i•
<br />/� 1• Min. -'
<br />1/2 1
<br />53. eTLn rry{�y I
<br />i e e l/4' , +6 ,1
<br />Or N ,• LTA. 1/2' M FBIPlus, _0. 1�2•
<br />-
<br />I i• ARn. i
<br />EJ➢STNNG d TO RATICN- CAW- 1 3j16 AI.UMMUM POP EXHS,I B SEPARATION
<br />MASSR TO CLASS. ^ �J 1LaaNOM POP
<br />R RIVET I --/ '1 7 RIVET ;.
<br />tf4`•-SOT' r ,... � __ f $'-o" N TTy gam.
<br />MAN.dfA ]0t• '--_-� _ _-- .,_ i _. _.. _-_.- ___ lux.
<br />PANEL LENGTfI O SS Bans I PANEL e
<br />L:
<br />.. _i..�kM-A ._..__ --T-"-
<br />a --�e-2fk2•
<br />toP LASS. 1 -'� B---SEPAATION---TNIILIBSf/REVr SOIL _
<br />TO GRASS.. V
<br />N i 50a N 1 OF
<br />d ( 4 e-20.2' or
<br />N
<br />I MOSCREW
<br />-47117 Y 1
<br />ED
<br />ED
<br />t/2
<br />1
<br />O/ 4-0 ANCHOR
<br />OTAPCON
<br />1/4•0 TAPCON WOOD
<br />ANCHOR a 12 0 C -`C AD .� IPLATE
<br />i , i REDUXtED
<br />CONCRETE BLOCK
<br />REomED
<br />WAIL 110UNTINc WWALL MOUNTIING
<br />SECTION EZl 1l URN&M EZ1W
<br />SCALE 3/8=1' SCALE 3/8=1'
<br />.NA,Niil/l/lNAA
<br />�4
<br />✓
<br />EN,
<br />'y1 FLORIDA BUILDING CODE Non High Velocity Hu Done Zone
<br />1 Is MIN. PANEL LENGTH � O. 441 amsa nTmD, Ric. r.e.
<br />24 GAGE GALVANIZED STEEL STORM PANEL,N v:
<br />SHALL BE 2'-6'
<br />I
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN +
<br />PRESSURE RATING +/- 40.0 P.O.f. AND 6'-0- MAX I_ --_._ o7/ri/t6tD
<br />STATED i GLOBAL PROTECTION PRODUCTS, U.C.
<br />iL �C�iMe.'
<br />PANEL LENGTH. A.
<br />Lem Sr. 6+ strElT
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD T%y O,N: (OHIO - 2�
<br />O_T rL 3AT
<br />eaPPRn A >RJW
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ... eMN en-,JM.. ti : am m-+m PrrOxE: Ivb,lw-7Mia rat (e4iJMM-saFT 2D-175
<br />AL Ely`"0006714
<br />DENSITY OF 0.55 OR EQUAL, SION
<br />EENa1E111.9dlJLPNRME/M1E
<br />WALTEA A Tuft ,N.. PE. SWEET IB OFIM
<br />Nam
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />\24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PERP. TO PANEL SPAN)
<br />TOP MOUNT (CONN TYP.
<br />TYPE.AS REQ'D) SECrtONS
<br />LSTITCH
<br />BOLTS WITH WASNERED WINGNUTS FASTENED e
<br />OVERLAPS a MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />ZPLAN VIEW
<br />o Ed
<br />BOTTOM MOUNT /
<br />L
<br />(CONN TYPE AS
<br />\
<br />."i
<br />R0.391°
<br />/ 0.375'
<br />MAY BE AT T
<br />&BOTTOM
<br />1 TYPICAL VERTICAL
<br />MOUNT ELEVATION
<br />ELEVATION
<br />TOP MOUNT
<br />(C(x4N TYPE
<br />LrlSax
<br />y )
<br />yy-y -� �Q�D
<br />(S SAN ABV TRUCTIE
<br />DOTTOMUNT:_"
<br />TY5 REQ'D)
<br />000
<br />uU �w
<br />O
<br />-OBSTRUCTION
<br />(LOCATION MAY Va0.r}
<br />a ?,
<br />TOP MOVAIT
<br />(GDNN TYPE
<br />0.5 0.EQ'D)
<br />BOTTOM MOUNT (CONPN
<br />Lmax
<br />(SPAN BELOW
<br />TYPE AS REQ'D)
<br />OBSTRUCTION)
<br />PANELS MAY BE NOTCHED AS REQUIRED,
<br />OPTIONAL yTIT "-20 SCH
<br />BOLTS WITH WASHERED
<br />PROVIDED THAT CONNECTIOPF AND
<br />ANCHORS ARE USED WHICH.SATISFY
<br />WINGNUTS FASTENED
<br />SPANS ABOVE & BELOW OBSTRUCTION.
<br />OVERLAPS a MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />a NOTCHED PANELS
<br />1 N.TS.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />N STORM PANEL SEPARATION FROM MI pAIR.A KXi GLASS
<br />(HVHZ WINO NONE A At ESSENTIAL FAOLmES ) I
<br />MAXIMUM
<br />' V
<br />I
<br />DESIGF1
<br />ALLOWABLE
<br />YIONSGREATER
<br />INSTALLATIONS 1E55 INSTALIA I
<br />PRESSURE
<br />SPAN ILnwYi
<br />THAN 3D' ABOVE GRADE THAN 30' ABOVE GRADE
<br />PSF
<br />/ 30 _-
<br />130.0 In
<br />d 06 in
<br />-/ 35
<br />130.01
<br />8.061n LIE In
<br />i /'40�-.13001n
<br />6.061n 2.I61n '
<br />+/45
<br />130 0 in
<br />6.061n 2.16 in
<br />,/.50 f
<br />I -..In
<br />6ObM 2.1b In
<br />/ 55
<br />SOb6m
<br />6�m 35 2in
<br />I7
<br />-..-
<br />/
<br />&311n
<br />_ -f
<br />609m 253 in
<br />/-SS T
<br />5981
<br />_
<br />6111n 23Zin
<br />A In
<br />-I
<br />612 in 2SOfn 1
<br />,/-72
<br />27D P,
<br />6.13 to 299 in
<br />>YAN W_fltLJULt IVU I t,:
<br />1. ENTER SPAN SCMEOULES WITH NEGATIVE
<br />DESIGN LOAD PANEL F SPACING TO
<br />DESt a FASTENER G
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE Is ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS. ll
<br />2. 'PANEL FASTENERS ARE STUDS USED IN
<br />CONXINCTION WITH ALL MOUNTING EXTRUSIONS
<br />("F'-TRACK, STUDDED ANGLE, ETC.). USE 6.25
<br />O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL -H"- AND `U"-HEADERS (INCLUDING BULLD OUT
<br />CONDITIONS).
<br />3. LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY,
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE MVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTIR WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQULREO AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS IRED.
<br />NnO,x
<br />FRANK BENIN0.00 /E
<br />a nEmAc MP rA bee
<br />A
<br />MAXIMUM ALLOWABLE r�r'IPEI
<br />DESIGN PRESSURES ;g "I
<br />';`
<br />.401
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: I SCHEDULES
<br />( g p
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />e c
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />SEPARATE ENGINEERING IN ACCORDANCE WITH THE
<br />E
<br />GOVERNING CODE, PRESSURE REDUIRHMENTS AS
<br />DETERMIr•R33IN ACCORDANCE WITH ASCE 7 AND CHAPTER
<br />1 i �y sRSR
<br />1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
<br />OR EQQUAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />. ° eu =
<br />' E>
<br />PRESSURE'CAPACITY VALUES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN.:
<br />c m
<br />GENERAL NOTES:
<br />I "�
<br />3 � "
<br />THt5 SPECIFICATION HAS. BEEN DESIGNED AND SHALL BE FABRICATED IN
<br />LCCORDANCE WITH THE AEg..IMENTS OF THE FLORIDA $WILDING CODE
<br />aVENTH EDITION 1i020i F1iR U9E IN920E AND OUTSIDE OF THE HVHZ, PEA
<br />ti O W
<br />'AS 201, 202 AND 03 TEST PROTOCOLS. CONTRACTOR SMALL SMVESTIGAT5
<br />m
<br />2. NO 33-112%LMCREASE IN ALLOWABLE STRESS WAS BEEN USED IN THE
<br />DESIGN OFTHISSYSTEM.
<br />3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT
<br />SUPSSrRUCrURE WITH WHICH THIS DESIGN IS USED SHALL BE REBPONSLBL[
<br />(�3
<br />FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN LVNICK
<br />('
<br />SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR.
<br />4. 5EPAAATE'SITE-SPECIFICSEALED ENGINEERING SHALL 9E REQ "RED, FN
<br />TO DEVIATE FROM LOApS, OA SPANS CA"23ED
<br />IDRD .A DEFLECTIOFIS,
<br />HEREINCONTACTTHIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS
<br />r� 4
<br />MAY BE REQUIRE O.
<br />5. THE SYSTEM DRALED HEREIN IS GENERIC AND DOES NOT PROVIDE
<br />FAy
<br />INFORMATTON FORA SPECIFIC STTE FOR SItt CONDIT10N6 DIFF2REHT fltOM
<br />THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEEROR REGISTERED
<br />dry
<br />UJI
<br />#
<br />pm}'
<br />ITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
<br />ARCHIN
<br />Do 4UNCTION Vn7`H THIS DOCVMEftr.
<br />6. DESIGN PRE55URES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />❑ ,L
<br />a ES :i
<br />[OS
<br />S y
<br />Rd
<br />PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR,
<br />7. ALL FASTENERS TO B! It'41 GR 9AE GRADE S UNLESS NOTED
<br />=
<br />3
<br />E lAjMM
<br />OTHERY,I9E. FASTENERS SHALL BE CAOMIVM-PLATED OR OTHERWISE
<br />MRRC25ION-RESISTANT SHALL
<br />Z ITi i
<br />MATERIAL AND COMPLY WITH"SPECIFICATIONS
<br />FDA ALUMINUM STRUCTURES' SECTION 1.3.BY THE ALUMINUM ASSOCIATION.
<br />INC., & ANY APPLICABLE FEDEPA4 STATE, AND/OR LOCAL CODES.
<br />B. ALL STORM PANELS SHALL BE I4GA STEEL. Is0.024".
<br />VV
<br />1:'y
<br />9. STORM PANtLS SHALL FOAM TO A9 M53 STRUCTURAL UYLLITY
<br />STEEL; GM9 GALVANIZED COAT2NG WStH A HINIMVq FYs48.3 KEi
<br />5
<br />LLI
<br />40, ALL ALUMINUM EXTRUSIO NS SHALL BE 6063-T6 ALUMINUM ALLOY.
<br />UNLESS NOTED OTH ERWSE.
<br />N BOTTOM DETAILS S MAY aE HANGED AS FIELD
<br />•�
<br />Q
<br />2
<br />CONDITIONSMAY
<br />CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR
<br />ED VERTICALLY
<br />HORIZONTALLY2CCRET AS NCHOAPPLICABLE.SOT
<br />CONCRETE ANCHORS NOTED EMBEDDED
<br />Q
<br />NO INSTALL ALLSHALL CONCRETE RS
<br />MAN -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />RECOMMENDATIONS.
<br />13. THE CONT5 IS RESPONSIBLE ALS O INSULATE E PNROTECTALL
<br />MEMBERS FROM OLSSIM](AR MATERIAL9 TO PREVENT ELECTROLYSIS.
<br />ME THE FROM DISSIMILAR LYSIS.
<br />S
<br />eB
<br />14. ENGINEER SEAL AFFIXED HERE TD VALIDATES ggTRIKTURAL DESIGN AS
<br />SHOWN ONLY USE OF THIS SPECIFICATION BY 1.0 RACTot et,.L
<br />INDEMNIFIES a SAVES HARMLESS THIS M[2NEER FOR qLL COST B OAMAGSS
<br />qq�I
<br />Q C
<br />B
<br />INCLUDING LEGAL FEES S APPELLATE FEES RESULTING FROM MATERIAL
<br />FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT
<br />Lau
<br />��
<br />WHICH S CALLED FOR. BY LOCAL, STATE, A FEDERAL CODES & FROM
<br />DEVIATIONS OF THIS PLAN.
<br />[L
<br />tS
<br />D
<br />15, [XCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDrTIONAL
<br />u
<br />CERTIFICATIONS OR AFFIRMATIONS ARE MENDED.
<br />IS. ALTERATIONS; ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMERT
<br />C
<br />�
<br />ARE NOT PERMITTED AND INVALIMR THIS CERTIFICATION.
<br />]7. PANELS SHALL BE PERMANENTLY LABELED WTTHAMINiMUMOF(1)LABEL
<br />YLaa
<br />E
<br />PER EVERV 3 0 FIEF, CONTAINING THE FOLLAVYIN GINr4RMATION:
<br />ALLAMERICAN SHUTTERS AND GLASS
<br />WESTPALMBEACH, FL
<br />$
<br />TAS 201, TAS 202 & TAS 203
<br />FLORIDA PRODUCT APPROVAL NUM SER J
<br />flIJM WatI>niE
<br />20-31543
<br />VISIT ECALC.10/31643
<br />.'s`
<br />,. M!!-',;, r-a h•.IE%,.•i-'il {J
<br />Naie�NEHiMBE]IPPBB. rAMWW1E �
<br />rDNAtwrIDmLPwm, lercnn.leswnce.
<br />/1
<br />C,ILJII
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />MOUNTTOP
<br />4
<br />101Ef4
<br />4
<br />6 H
<br />' ' Hee
<br />r
<br />2,r
<br />2
<br />73
<br />x
<br />&ad"-U"H
<br />P
<br />0'
<br />r
<br />2r
<br />2r
<br />25'
<br />Zr
<br />24'
<br />0'
<br />a r
<br />z e"
<br />t
<br />Z
<br />2xB d N' NNda
<br />0,0"
<br />23`
<br />2r
<br />Zrr
<br />a{"
<br />2",A-r
<br />29'
<br />23"
<br />29'
<br />ii"
<br />30'
<br />3 /•
<br />11"
<br />37
<br />23`
<br />70'
<br />11'
<br />3"
<br />8ld6PIM'F' Track
<br />fir
<br />fir
<br />2r
<br />30"
<br />48"
<br />90"
<br />fib'
<br />r
<br />46'
<br />>P
<br />Sr
<br />i
<br />refit
<br />2sr
<br />as
<br />2F
<br />31"
<br />W
<br />IF
<br />30'
<br />S0'
<br />31'
<br />S5'
<br />2
<br />Q
<br />SAW
<br />7r
<br />Zr
<br />Zr
<br />it'
<br />2a'
<br />30'
<br />tf"
<br />29t
<br />2r
<br />21r
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<br />31`
<br />I-
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<br />24-
<br />30"
<br />{a'
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<br />30•
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<br />29"
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<br />27'
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<br />i3"
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<br />30"
<br />50^
<br />29'
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<br />2 r
<br />Be
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<br />23'
<br />2T
<br />it"
<br />30•
<br />31•
<br />11'
<br />30'
<br />2Y
<br />D
<br />37
<br />IIf'
<br />it'
<br />33"
<br />"C" T Jsd
<br />2e`
<br />37
<br />53'
<br />65'
<br />31'
<br />28"
<br />S:f
<br />Ir
<br />S6'
<br />COrMpmOtiS AT 1➢P OA BORON.• PANEL IPReI1H`u IES51t1A71 T,R)SE NDiED IMwaME ABOVE APE iqT
<br />ACCEPTABLE.
<br />2. NO SP.PAPATlO,i LRCM GIA.S f5 RM}UTAED WHEN OAM41ENGTN t3 CANTlP THAN TMT NDTEI flu
<br />ReSAERive asunsARCUIR13, ONABOVE.
<br />]. SWEH WVkDES RE N TI FOR ALL HIIPNS, RE MOUNDS IN NAME ABOVE. WldR toe ISLANDS NOT
<br />W ES 0. ARE
<br />U4 TABU eUROWTMD1K 2 CONDiTOR, Af9tIiRED SFARATLDNNDI GLA65 StNLL.E s DfT41!'r
<br />,. T++HLE ARKIES TO BOTH 22 iMIrM DA WRH01J1' SrtiW BDilS AND PANMb i &ITN WITH PAA@i a•I J 24pA
<br />iASTFNERS • 12.5` OP 6.24' O.C.
<br />i PANELS - SPAN %' MiwrAJM USOW IR I OF THE OPnONAt OR 00rrOM CLOWxES J'IN II
<br />DPEwMG IPEA PErA1a NOUNnMG Cw.ImON SHOWN 1. TMlSf D.AWIKS-
<br />f-OPTIONALINTERIOR FASTENING DETAIL
<br />N,T.S.
<br />UST PANEL tNSTALLE-0
<br />FROM Mtfw➢R
<br />X. 20. .S. STIEWALx BOLT OR
<br />MACHINe SCARY T U x- INA. HD1E
<br />Y MA NUT. wA6,RRINGAU,
<br />WN INSIDE FKE
<br />/x'20 Y 1'MA Uft S_
<br />/ SRJD WY WASHe. I
<br />WINGHt" IF 11A, PIC.
<br />[CONNECTS BOTTOM MOUNT
<br />exTRIJSIDN T1 AD ACENT
<br />PANe41
<br />RANK BFNNM I PC
<br />I PEm4.P49 GA. 9M5
<br />r : ON
<br />% e
<br />W M
<br />L 5N
<br />W "gq
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<br />fg
<br />�W
<br />W
<br />W
<br />1.
<br />Cf
<br />(INSLP" ANCHORS AT
<br />cc[nta wAwo
<br />E.5 U G CONCRETE.
<br />IWlID1k MID, DA
<br />SPACING Or IHNF THE
<br />lUE G2VPN IN II
<br />ANOIQ
<br />2D-31'
<br />WOtJU F'RAFi{NG
<br />$PALINGTAME, EACH
<br />PANEL ADJACENT TPO
<br />A
<br />LGAE55 ANFII
<br />M OPTIONAL EGRESS
<br />PANEL DETAIL
<br />INTERIOR FASTENING
<br />a
<br />rRNHKOCNWNJDO PC
<br />s PEON6 AIG 93BG
<br />it.
<br />-:
<br />2.250' D.094"
<br />h--o:o6D^ 2. zsD" I y, ,u n uD x
<br />o a 4" ry 0,711111p�11 Z ' 9 Y 4 �4"
<br />8.094�, g C N
<br />18 GA
<br />m SDA94° - .t42" 120" TYP. TYP
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<br />" M
<br />m0.(194", .L62• r,' ,D94" ^ ci n
<br />1.930" 1.930" C•062" .D52'
<br />-�•-o.ofiz .375° .062" rD.1zs° z.000" �.-
<br />1.35 »1 200W 0.062 TYP. -a 2
<br />030 -I ao2o• zso` -1 z.Doo° I- --I 2.W0• I--
<br />�%14.875'
<br />auxu-oa 'u' HEADER 4� 3.3E0" MAX.31"0.0313"7} �q7 2.5W" PPANE�COVER4GE-A.510 �55" D 19fj�-i r04b5" O( 376i-�D.bSS' 0.05�" 1.Oo7• �.� Ltii 0.10" Y� "PANEL LENGTH a 1�14n� �� UPS (-D•545„ .150" ` $O
<br />U % 111 III m _ -(
<br />L T- O.Q90" NArsEroN 0.065• 0.250"
<br />-•I-- TYP. •��0.090, '^ 2.000°,.�O. M"/FN'N'n 0�215" .Zts 0.710" RD.135, .305, to
<br />0,7D0
<br />.n aNLO-OVT Y' TRACK i. "P' mAr.E � 0.D90 w v4Nm4Fr 0.957°
<br />- V+
<br />NIA.
<br />5 , 0.376' � 5 55" Z Q
<br />Til
<br />S �_
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<br />[IXTEtIDFD1
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<br />1.0DWLLAI
<br />P !'riWw.D1_ "CE OPIAo-1CP'I (i) 4�
<br />1 %-.25" MAX.
<br />r MAX. (.\ CDRIlat CLOSURE DETAIL L •4
<br />z .ws ✓� ' /�-.25" MAX. *d
<br />..
<br />a'a v L TTT- BUILD -OUT - sir In lL
<br />d DISTANCE
<br />,.,r :2 TfP n•
<br />`i°:tJ KKIIINI II IqI FI1hIAI
<br />I ODD, J
<br />A.0 A•:Af;
<br />e:e"Y'.Ir c'" _ :.v E-N,• 'LY-vJ uli:, x„ s'a z:a EMBED a
<br />n_.;. •. 3 A . R' O J 'A..Vz bN - Yltz -' IMP
<br />1.
<br />S+-tttEt s e7 a
<br />M
<br />0001. �J4 -A9PSY M
<br />' OVERLAP 1 � +a AX ••1 P
<br />,
<br />Tic.R Benz 25" MAX/.1 wlu0-inn NwJNI IRlwIHF nr m
<br />.
<br />q qq
<br />. T 1.SOD" C
<br />rs.',rA'•+fir .ro' 3
<br />MIN,
<br />1.500• u.L'i v L �.Ys�a•1,tfill
<br />Fminx :. r EL 14" MIN.`a
<br />O;iO•
<br />O !!!
<br />•�' I (:'PAY. '!t A.. eV� P RA .. 'J
<br />rnA /1CORHERCLOSURE DETNL '�Er ,;r H?: S
<br />t lT.0 T L E
<br />V BED'" �:Hfl`1IP , 1 % 1i�Y ��' C°aft
<br />MOUNT CLOSWREDEiAA O F-n i R S ✓' N.T. S
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANEL FASTENERS a 12, S' O.C,
<br />®
<br />mcammWOMEMMEIMHV�
<br />®
<br />®®MEW
<br />.
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<br />- '
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<br />47
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<br />�®�E®
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<br />3 I.
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<br />ANCNPR PREWRE
<br />TYFE IMF
<br />IP 10 b'-IY
<br />f.Pnn L U a' -a'
<br />HfnH NV O U'- IP
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<br />C1 C2 C3 C4
<br />COS jY��[
<br />c1 cz c3 G
<br />j'a��!
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<br />EMBED 33
<br />At'!5(:urW 41
<br />48
<br />52
<br />72
<br />12.5
<br />160' 160
<br />109'
<br />12S
<br />360
<br />16.0 75"
<br />f2S
<br />16.0"S60' 6.7
<br />125
<br />MIT Me"
<br />&e"
<br />12 S
<br />16.0'
<br />LSD" 6.1•
<br />12 5
<br />14.0' 14 B' 6-D'
<br />12,S
<br />16.0" 160-
<br />75'
<br />12S
<br />f 60
<br />4 .7
<br />160"
<br />12S
<br />76.0'147 6.0'
<br />7z5
<br />125'
<br />160' mo-
<br />16O' 14.7-
<br />6-9'
<br />5-➢"
<br />LIS
<br />1Z.S
<br />160
<br />1& .0
<br />L 47' b0•
<br />14.i' 4➢"
<br />325'
<br />125
<br />]6.0"147 6,0
<br />]40"1L T' B,D"
<br />O
<br />111. 1 ]Yr CMDm 33
<br />WOOD SCREW 41
<br />46
<br />52
<br />72
<br />Ilea 1-1M' [NOCO 33
<br />TAP GRa•CFAS• 41
<br />48
<br />52
<br />12
<br />12.5
<br />160" 16.0
<br />10.1
<br />2 " 1 .5
<br />16 0
<br />t2 1' 7 0"
<br />ld 5
<br />36.0" 30.9 6 I'
<br />12.5
<br />160" 141"
<br />RI-
<br />12.9'
<br />160'
<br />9.7 56•
<br />125
<br />16.0" 9.7" 56"
<br />12.5'
<br />12.5
<br />12.5
<br />12:5'
<br />1 "
<br />0
<br />6 ILO
<br />16 0" U. 1"
<br />]b 0" B.S.
<br />160" 160°
<br />7 "
<br />0
<br />6.4°
<br />S.6°
<br />125"
<br />12 S'
<br />12.5'
<br />12.5'
<br />16.0
<br />Lem"
<br />16.0.
<br />18A'
<br />9fi' S.6"
<br />B "
<br />4
<br />9 6V 5 6"
<br />L1.5'
<br />125'
<br />12 5'
<br />32.5'
<br />16.0" 9.6" 5,5'
<br />16.0"
<br />Lt..-
<br />]6 .0" 30.2'
<br />125'
<br />16.0, 13.3
<br />12.5'
<br />160'
<br />92' EM
<br />12.5•
<br />12.7
<br />1B.D" 9,2"
<br />16.0. 4.1•
<br />12 5
<br />16.0' 11.4"
<br />12.71
<br />0 16"
<br />9.1"
<br />L2.5'
<br />12.1
<br />16.0 1015,
<br />] .,. 6 9.1
<br />3"
<br />12,5
<br />12.51
<br />160
<br />160
<br />9.1
<br />9.1
<br />12.5
<br />33.5'
<br />16.0" 9.1"
<br />1H.➢" 91"
<br />7 30'. EMBED ( t'B' 33
<br />Al I YcnH . NaA'�' 41
<br />WOOD BUSNUiC 40
<br />yy 52
<br />T ra.t�I�I
<br />T2
<br />12
<br />36.0' 8.6'
<br />12, S
<br />35 S'
<br />60' S1•
<br />12 S
<br />]3.B• 5.3" 4,5"
<br />145
<br />16.0' TO"
<br />S.S"
<br />1 2 5
<br />12 1'
<br />4 ' A. "
<br />B 1
<br />6,23"
<br />]2.4' 4a' 0.1"
<br />125
<br />1 .4' S 9'
<br />5
<br />5 0"
<br />G2 S'
<br />lE 3'
<br />4.7 4.0"
<br />&25"
<br />I2.3` 4.7' 4.0"
<br />L2.S
<br />14.2 S.5'
<br />4.T
<br />52S
<br />123'
<br />4T 40"
<br />625"
<br />123" 4.7
<br />&25
<br />12-3
<br />4-7" 4.0"
<br />6.23'
<br />l23" 4.T' 4.0"
<br />ANCHOR NOTES:
<br />I. ANCHORSOHEDULE APPLIES TOALL PRODUCTSTI CERTIFIED !ED HEREIN BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALLAPPLY.
<br />2: ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCNRE
<br />MATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SEL.ECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />3. "PANEL FASTENERS" ARE STUDS USED IN COW UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />("F -TRACK, STUDDED ANGLE, ETC.), USE 6 25" O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL"H"- AND °U"-HEADERS (INCLUDING BUILDOUT CONDITIONS).
<br />4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
<br />5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK.
<br />6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FORM, BRIC74, AND OTHER WALL
<br />FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4" MAX OR SHALLSE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4• (MIN.) WOOD STUD ('A" EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" G-0,55 OR GREATER DENSITY. LAC SCREW
<br />SHALL HAVE PHI LLIPS PAN HEAD OR HEX HEAD.
<br />1L. REMOVABLE ANCHORS ARE. DEWALT PANELMALTE, ALL -POINTS 5OUD-SET & BRASS BUSHING.
<br />12. MACHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O.
<br />13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES,
<br />14, O DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />IS. i DIRECT MOUNTING C NNDITIONS-
<br />16 LINEAR INTERPOLATION 15 NOT PERM'ETTED FOR USE WITH THE ANCHOR SCHEDULES LI5TED ON
<br />THIS SHEET.
<br />II
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|