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<br />TYPI 'A ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 1 SYSTEM ( }
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<br />46 ENGiNEERING
<br />ENGINEERING EXPRESS'
<br />PRODUCT EVALUATION REPORT
<br />Ser4embo 15 2020
<br />Application Number 17869 1 - R2
<br />EX Protect Number 20�31543
<br />Product Manufacturer All American Shutters and Glass
<br />Manufacturer Address 1540 Donna Road
<br />ufact u
<br />West Palm Beach FL 33409
<br />Product Named Description 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Repon is being issued in accordance with hie requirements of the Florida
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />61 G20-3 005. F.A C. for statewide acceptance per Method 1(d) The product noted above has been
<br />tested and/or evaluated as summarized harem to show comphance with the Florida Building Code
<br />Seventh Edition (2020) and is, for the purpose intendedat least equivalent to that required by the Code
<br />Re-evaluation of [his product shall be required following pertinent Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />AwPRODUCT EVALUATION OC UMENTS
<br />EX tlmE#20 31543 Lw 24ga Galva 2Fu Steel StormPanels alHVHZ d No-HVHZ)sheers 1-5
<br />preparfry Engineering Express. sgned & sealed by Frank Bennardo. P E. is an Integral part of this
<br />Evaluation Report
<br />• TEST REPORTS
<br />Uniform static structural performance has been tested in accordance with TAS 202 test standards Der test
<br />reports)12BT-ASG-17-001 by Blackwalel Testing Inc
<br />Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 test standards per test reports) 06T.ASG-17-001 by Blackwater Testing. Inc.
<br />A STRUCTURAL ENGINEERING CALCULATIONS ENGINEERING CALCULATIONS
<br />Structural engineering caiculalions have been prepared which evaluate the product based on
<br />comparative and/or lational analysis to quality the following design cntena.
<br />1 Maximum Allowable Spans
<br />2 Minimum Allowable Spans
<br />3 Minimum Glass Separation
<br />4 Anchor Spacing
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1 (866) 396-9999
<br />TEAN0ENGINEE RINGE %PRE S S. CON
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<br />'O BE INSTALLED AT EACH OPENING SMALL ALWAYS Of
<br />I FROVIDED•*I REAR MANGLE TO FACILJTATE INSTALLATION IF INTENDED
<br />It TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />1AL-T,
<br />t , ). OFFlN1710N OF c€RrES 2000. E-Z HANG STORM PANEL SYSTEM
<br />CONSISTING OF PANEL -« Cont TRACKS TOP & BOTTOM.
<br />2), END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BAR SHALL BE PROVIDED AT TOP Or SUC1,
<br />PANELS.
<br />1) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNI
<br />SHALL CONSIST OF 1/4"F[-200/4" M.S. W/ 71VI10/32' ,'I
<br />NUT OR 1/4'+.3/4' Mtn THUMBSCREW INTO TAPPED BOTI:A,
<br />TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT FLANGES OF ENO PANEL
<br />C) IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />?RACK (te. A STOP BAR IS ONLY USED AT TOP) AT VAST TWO
<br />PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ADM- IN SUCH CASE. CONNECTION OF
<br />PANELS TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATION
<br />r INSTALLATIONS ONLY VALID FOR WIND
<br />SPEED UP TO t70 -ph.
<br />FLORIDA BUILDING CODE (Non High Velocity NUT Icon* Zan
<br />21 GAGE GALVANIZED STEEL STORM PANELrf, R.
<br />I L I E C 0 GLOBAL 1 N PRO/2T/}82P
<br />OTECTON PRODUCTS, U.C.LLC. 1Art
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<br />EMI Amenean Shuuen and Glass - 24ga Galvanized SI M Storm Panels
<br />No 33% Increase in allowable stress has been used In the design Of this product
<br />Separation from glazing is not required for installations outside of wind zone 4 and essential facilities
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced In previously listed lest reports), and Is
<br />accounted log In the engineering design of this product
<br />Wind Load Resistance
<br />TINS product has beer) designed to testst wind loads as indicated in the span schedule(s) on the
<br />respective Product Evaluation Document U e engineering drawing)
<br />Installation
<br />This producl shall be installed in strict compliance with its respective Product Evaluation Document it e
<br />engineering drawing) along with all components noted therein
<br />Product components shall be of the material specified In that products respective Product Evaluation
<br />Document (I e engineering draWing)
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strip accordance with the respective Product Evaluation Document (I e
<br />engineering drawing) as noted herein
<br />All supporting host structures shall be designed to resist all superimposed toads and shall be of a material
<br />listed In
<br />this product's respective anchor schedule. Host structure conditions which are not accounted for
<br />to 1. product's respective anchor schedule shall be designed tot on a sire -specific basis by a registered
<br />professional engineer
<br />All components which are permanently tyInstaBed shall bePr protected against corslon. contaminationianij
<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 />Re+peofull)
<br />Frank BennaTdo. PE
<br />ENGINEERING EXPRESS*
<br />NPE(K'A 6549 I Cen Auth 988.5
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396.9999
<br />TEAKOENGINEEKINGE%PRESS.COM
<br />ENGINEEAINGEXPRESS.COM
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL'J
<br />INTO, POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES
<br />EX15TING POURED
<br />CONCRETE OR 1: 4'0 TAPCON
<br />CONCRETE ULGCX ANCHOR 0 12, 0C.
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<br />WALL MOUNTING WALL-M-DUNTMNG
<br />SECTION EZ 1- SLTERNATIYE EZ 1 W
<br />SCALE 3/8=1" SCALE 3/8=1.
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<br />S: MIN. PANEL 1_ENCT11 O. 441 - F11T2D (i416q ,Nc
<br />SMALL BE 2'-6" 24 CAGE GALVANIZED STEEL STORM PANEL_ oRNF.I O.
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN
<br />PRESSURE RATING +/- 40.0 P.s r. AND 8'-0' MAX STATE O = �_ I 4P• PF/TT/
<br />PANEL LENGTH. •q -" -- 1L E C O IMe GLOBAL PROTECTION PRODUCfSE LLC, art
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<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 9I, 310+ NAL ^' `•^�"�"'
<br />DENSITY OF 0,55 OR EQUAL. +` ,...,.
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<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PEN, TO PANEL SPAN)
<br />TOP MOUNT (CONK TYP,
<br />TYP
<br />E AS 'D)
<br />SECTIONS
<br />-} WAI / " STITCH BOLT WA
<br />BIX.TS WITH WASH ERED
<br />WINCNUTS FASTENED 0
<br />OVERLAPS 0 MIDSPAN (USE
<br />9 0 APPROPRIATE SPAN TABLE)
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<br />1 N T _ ELEVATION
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<br />TRIK'IIRDN)
<br />BOTTOM
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<br />AS REQ'D)
<br />BOTTOM MOUNT (CONN Lm6x
<br />TYPE AS REq'D) (SPAN BELOW
<br />OBSTRUCTION)
<br />PANELS MAY SE NOTCHED AS REQUIRED, OPTIONAL W -20 STITCH
<br />PROVIDED THAT CONNECTIONS AND BOLTS WITH WASMERED
<br />ANCHORS ARE USED 4YHIf:H SATISFY WINCNUTS FASTENED 0
<br />SPANS ABOVE a BELOW 08STRUCTION, OVERLAPS 0 MIDSPAN (USE
<br />4PPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />z NOTCHED PANELS
<br />1 N.T.S ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
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<br />"•:JM STORM PANG SEPAPPRY0%FROM GLASS
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<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,
<br />2 PAIR FASTENERS' ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('F--TRACK, STUDDED ANGLE, ETC.) USE 6.25'
<br />P4 FASTENERP TA V O L PANEL SPACING TABLE VALUES FOR
<br />'H"- A D' "-H AD R (INCLUDING BUILD T
<br />ALL N U E E 5 1 CLOD G l OU
<br />CONDITIONS
<br />)
<br />3. LINEAR INTERPOLATION BETWEEN LOADS 15
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER TOAD.
<br />GLASS SEPARATION NOTES:
<br />ENTER PAN H WITH POSITIVE AD TO MINE
<br />1 E S SCHEDULE IO S E DESIGN LOAD DETER
<br />MINIMUM ALLOYJABI,E SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE WADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEi[r HIGHER
<br />LOAD
<br />3INSTALLATIONS1 TH HV AND DE NTIAL
<br />FOR OUTSIDE OF E HZ Ou15t OF ESSENTIAL
<br />FACILITIES IN A.STM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING t5 R IRED.
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<br />DESIGN PRESSURES: DATA,FXFII'
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<br />d5 NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULES
<br />a e
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />o
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />SEPARATE ENGINEERING IN ACCORDANCE WITH TI#
<br />u$
<br />CO ERry7NG CODE, PRESSURE RE((77UIREME A
<br />AM
<br />7
<br />7 AND CHAPTER
<br />D
<br />DETERMINED IN ACCORDANCE G CO E SHALL
<br />OF THETHEFLORIDA BUILDING CODE SHALL BE LESS THAN
<br />7E�'E
<br />wlu = B
<br />OR EQUAL TO POSITIVE NEGATIVE SIGN
<br />u_
<br />CAPACITY LISTED N
<br />PRESSURE CAPACITr VALUES LISTED HEREIN FOR ANY
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<br />ASSEMBLY AS SHOSVN.
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<br />GENERAL NOTES:
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<br />RILL 'Z
<br />1. THI5 SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
<br />W
<br />A.CCDRDANCE WITH THE REQUIREMENTS OF THE FL-■UILDIBG COOS
<br />SEVENTH EORION ((Z02D) FOR USE SNSIGE AND OUTSIDE OF TMF HVHZ. PER
<br />Err -
<br />i 0 W
<br />b ❑
<br />TA620" 20I TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE
<br />AND CONFORM TO ALL LOCAL BUILDING CODE AMENOH ENTS WHICH MAY
<br />(n
<br />APPLY. OEa16N LRITtRU OEYOHD A5 STAtEO Hl0.E[N NAY REQUIRE
<br />ADDITIONAL SITE-SPECOIC SEALED EJ6IN EEMIG.
<br />2 NO 311/3'S INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
<br />DESIGN OF7HI5 SYSTEM.
<br />3. THE ARCHITECT(ENGINEER OF RECORD FOR THE PROJECT
<br />SUPERBTILUCTURE WITH W HICH -HIS DESIGN IS USED SHALL BE ReSPONSIBLI
<br />LD
<br />..
<br />FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH
<br />0
<br />q
<br />SHALL 8E COORDINATED 8Y THE PERMITTING CCW WC TOR,
<br />4 SEPARATE IRE-SPECSFIC'SEALEO ENGIh[ tMG SHALL 8[ PEFOO DIRE. III
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<br />LICE
<br />IXADER TO DINIATE FROM LOADS, 1"CUOu OR SPANS CON
<br />HEREIN. CONTACT THIS EN GLNEER FOR ALTERNATE SPAY CALCULATIONS AS
<br />MAY STREQUIRlO
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<br />W
<br />S E SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDRIONS DIFFERENT FROM
<br />rY
<br />W
<br />DJ
<br />a
<br />THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED
<br />ARCHITECTSHALLPRDANE SITE SPECIFIC DOCUMENTS- FDR ISSE IN
<br />A:
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<br />CO NJUNMOM VYm1 THIS DOCUMENT
<br />2'
<br />6. DESIGN PRIMURE5NOTED HERE IN ARE BASED ON MAXIMUM TESTED
<br />= ^
<br />«<< [[[
<br />PRESSURES DIVIDED BY A 2.5 SAFETY FACTOR.
<br />7. ALL FASTENERS TO BE Y'?0 OR GREATER SAE GRADE J UNLESS HOTEO
<br />L
<br />,�
<br />DTMER\ttSE� FASTEHERB Sri E CADMIUM -PLATED OR OTHERWISE
<br />'SPECIFICATIONS
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<br />2t
<br />"`
<br />CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH
<br />FOR ALUMINUM STAUCTURES"SECTION 1.3 BY THE ALUMINUM ABSOCfATeN,
<br />a
<br />INC,: & ANY APPLICABLE FEDERAI, STATE, AND/OR LOCAL CODES
<br />E,.) :'
<br /><
<br />O
<br />8 ALL STORM PANELS SHALL BE 24CA STEEL. E.0.024-
<br />9 UALITY STORM PANELS SHALL CONFORM TO ASTH"URA M53 STRCTULO
<br />STEEL 050 GALVANIZED COATING WITH A MINIMUM FV-48.1 KS1.
<br />fY
<br />W
<br />SO ALL ALUMINUM EXTRUSIONS SHALL 6E606a.T6 ALUMINUM ALLOY,
<br />UNLESS NOTED OTHFRNnSE.
<br />Q
<br />11 TRIP 6 BOTTOM DETAILS S1101YN MAY aE INTERCHANGED AS RrLD
<br />CONDITIONS DICTATE PANELS MAYBE MOUNTED VERTICALLY OR
<br />J
<br />AS APP C
<br />HORIZONTALLY LI SKIT
<br />CONCRETE ANCHORS [NOTED HER IN S A BE EM ELIDED TO
<br />J
<br />Q
<br />NO ONLY. IONS,INSTALL ALL CONCRETE ANCHORS PER
<br />MAN-CRACKEDRMS RCRETE ECOMMENDATIONS,
<br />RECOMMENDATIONS.
<br />MATH LITHE
<br />gg
<br />CONTRACTOR
<br />THE CONTRACTOR RESPONSIBLE INSULATE OIL PROTECT ALL
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<br />FROMMATERIALEYON
<br />FABRICATION, SYSTEM ONSRESULTON P
<br />d. CONSTRUCTION PRACTICES BEYOND THAT
<br />®
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<br />By LOCAL
<br />Rest IS CALLED FOR BY LOCAL STATE. 4 FEDERAL COp6 & FlLOH
<br />THIS
<br />J& EXCMS A LAN.
<br />1!. EXCAT ONE OF AESeLY P IONS ARE INTEND NO ADDlT701IAL
<br />CERTIFICATIONS OF AFFIRMATIONS ARE INTENDED
<br />ALTERATIONS. ADDITIONS OR OTHER MARKINGS TO THIS DOCUMENT
<br />MARKINGS
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<br />ARE NOT AND IMANEN TE THIS CERTIFICATION
<br />AR
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<br />LABELED AMINIMUM OF (l)L4BEL
<br />17. PANELS FEET,C CONTAINING
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<br />20-31543
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<br />S I10t YLp5VAE5 Rf IRlD WR All WitLNMAT MOMNrb Ili t,t4.i AIRfiV[ "AC SIDE SAA NDT
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<br />L 930" 1.930" I 0.375" W2" 5 YR N
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<br />1,S1 L560'I^�L.STq" BID II' 0,365"-I y]g 0.376` 04g2° D376`-t u
<br />�12.500•' PANEL COVERAGE �1 0.179"-MI I1 b55- 6.19t� 0.655" OL 19D"-"l Ij- LT.b55" .I 0.350" 1.007" 10 33 w
<br />y.,p I1pp 0.524 0.290' O.OSO' s O w
<br />14.675" PANEL LEN Ire Lm �0.545 ' .SSo' 1D C
<br />!.\X GA PANEL VV OLRKTLON
<br />l'J MAY [E 0 OB5' 250"
<br />ft°°��� - om* T-.-•(LDT0go' ~ 2.00Q:�o. •rNAER. „ 0 0�700" 07LD" R0135"TYR .305
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<br />OVERLAP J/ �'.25' MAX. Uc l,cc 7
<br />4" MAX, AA CCUIMCL� k__ �
<br />o.IBIT,MAX
<br />n , .23' MAY 3
<br />AX. -
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<br />:.AM lY fSrf s'
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<br />OVERLAP 3,820•,H tl:q
<br />A Dru '! MAX /-A NFn Uxn B u
<br />1 rrrEc-[•5_ "' ram. S" MAX aE� N r 5 _ 1.50TT. !N
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<br />TRAPMoorn C�O51JRF DETAI( wn.l °•� yypp y iii
<br />D NTs5 Sf�B4$
<br />ANCHOR SPACING SCHEDULE:
<br />24 1AUGE PANELS PANEL FASTENERS 0 12 5" O C
<br />-
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<br />F��v®'
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<br />126'
<br />1 2.S'
<br />- 14 T 6 '
<br />I40 ❑
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<br />fOj
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<br />WOOD 5Miicl 41
<br />4B
<br />32
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<br />12.5
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<br />50,7
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<br />160
<br />13.1 7.0'
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<br />160 308" 6.2'
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<br />360 It
<br />15.0' 9.6
<br />70'
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<br />12.5
<br />160•
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<br />0
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<br />9.6' 36"
<br />9 6' 5.6"
<br />12S"
<br />123'
<br />12 5'
<br />16.0. 9.6` 56'
<br />1d.0" A6" 3B'
<br />16.0" 9.5" S 6
<br />a -1 M•CM BFD
<br />3/4" 1 73
<br />TAP Cot/'CFAL' 41
<br />48
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<br />12,5
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<br />1 0
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<br />5"
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<br />16.0' 102
<br />l25
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<br />1 13.3'
<br />76 D S1,4"
<br />"
<br />125'
<br />150
<br />9.2"
<br />12, 5'
<br />12 5'
<br />16l
<br />9 L" .
<br />12 5,
<br />12.5,
<br />1, 31,
<br />i 0 105"
<br />0 9Y'
<br />/
<br />125'
<br />12.3'
<br />16.0
<br />160
<br />9,1" ,/
<br />.1'
<br />12. S"
<br />12 fi'
<br />1fi.❑" 91' /�%
<br />^9^EM6ED
<br />,71P• a N 33
<br />A P,•N �HiIA-"41
<br />lT UeUsxuC 4H
<br />00
<br />5a
<br />•�-I^^• 12
<br />1Z.5'
<br />160' 86'
<br />7-'
<br />3'
<br />12.5'
<br />15 5
<br />6.1' S.1"
<br />]a.S'
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<br />t2.5'
<br />16d 9.0"
<br />34'
<br />12 5-
<br />123'
<br />4.E' 4
<br />625'
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<br />]54 5.9'
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<br />6 "123
<br />.25
<br />tl7' 4.0"
<br />6.25`
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<br />12
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<br />625'
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<br />V
<br />12 3'
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<br />6.23"
<br />]2.3' 47' q➢"
<br />ANCHOR NOTES:
<br />L ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPARING. MAXIMUM ALLOWABLE SPANS AND PR.ES'SURES INDICATED
<br />IN SPAN 6U EDULE SHALL APPLY.
<br />2 ENTERANCHOR SCHEONDULE BASED OPANEL FASTENER SPA[1NG, THE EXISTING STRUCIURE
<br />MATERIAL, B ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAR.SELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 )
<br />mENnONOF IONTYPE
<br />3'PANEL FASTENERS" ARE STUDS USED IN COW dNCrION WITH ALL MOUNTING EXTRUSIONS
<br />"F'-TRAIX ST UODED ETC USE 5.25" O.0 PANEL FASTENER SPACING TABLE VALUES FOR
<br />( ANGLE. 1 E
<br />ALL °M'- 4ND "U'-HEADERS (INCLUDING BUILMDT CONDITIONS)4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATION&
<br />5. HOLLOW BLOCK HOST TRUCT RE SFWLL CONFORM TO ASTM C90 BLOCK 6 MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULEB N
<br />7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM tIRICK dND OTHER WALLFT NISHES WALL FINISHES SHALL BE LIMITED TO 114 NAY OF SHALL BE VERIFIED By OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE
<br />a,CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN CRACKED CONCRETE ONLY
<br />9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EYISTI NG CONDITIONS MAY VARY, FIELD
<br />VERIFY TFL'T FASTENERS ARE INTOADE ATE WOOD FRAMING MEMBERS EN NOT PLYWOOD. FASTING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOP ISIDE CLOSURE PIECES.
<br />10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL K NAL 2" 4- (MIN.) WOOD STUD (f" EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE SOUTHERN PINE' G-0, 55 OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE "LLIPS PAN HEAD OR HEX HEAD,
<br />I L REMOVABLE ANCHORS ARE DEWALT VANELMATE ALL-POMTS SOLID -SET B BRAS`; BUSHI
<br />NG
<br />12 MACHINE SCREWS SHALL HAVE i)Z" MINIM M ENGAGEMENT OF THREADS INTD THE 80.5E
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TIMES HEAD, OR WAFER HEAD (SIDEWALK SOLT) U N.0
<br />13, MPOMVM B48EDMEN7 AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES,
<br />14, DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES,
<br />! 5'� DIRECT MOUNTING CONDITIONS.
<br />l6 WEAR IMERPCLATION 15 NOT PER MIRED FOR USE WITH THE RNCHIOR SCHEDULES L:STEO ON
<br />THIS SHEET
<br />20-31543 I
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<br />Z
<br />Q
<br />J
<br />SHEET NO.
<br />SH
<br />1.5.
<br />
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