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*EZIW/18 ANCHORS
<br />ISEE SECTION EZI & ALTERNATIVE EZI* ON 54EET 18)
<br />MI, 90 (SEE I* NIP,
<br />(SEE Nom 2) DO
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<br />-9).
<br />/2'
<br />4— pop RIVE, LAST PANELOI TO BE fNS1ALFD At EACH OPENING SHAL, ALWAYS FIT
<br />PROVIDED W/ REAR MANJUX TO FALLRATE flR15TALLATION IF INTENDED
<br />i TO BE INSTALLED FROM INSIDE OF STRUCTURE
<br />RER
<br />5ft
<br />T I- T I E-2 HANG STORM PANEL SYSTEM
<br />kA 4NFL L 1 1 Z T
<br />((NO PANLL, 1 -ER MAX CONSISTINC. Of PANEL � rant TFE404M TOP BOTTOM
<br />"1 14 f�11';,--j _1 (END PANEL)
<br />SEE MOTU 1., 3. 4 SET NOWS 2, 3, 4 FONELi SHALL ALW&S BE CONNECTED EIGITOM TRACP
<br />IV'
<br />SID. W%SPALL BE PROVIDED AT TOP OF SUCH
<br />MAX
<br />47 (1 xx xx IF
<br />4 jND JIANELS ARE CONNECTED TO BOTTOM IRACW� CONNECTION
<br />7/8"It-3/37,
<br />i:�)
<br />SHAU CONSIST Of /4"P-200/4' MI,& W/ WING
<br />NOT OR 1/4"6.3/4* Mi. THPUMIESCREW INTO TAPPE6 EICICTOM
<br />TRACK LOCATOR OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT PLANCES. OF END PANEL,
<br />1--lit J [A 1111 1A
<br />P 4) IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />d MA, 'RACK (I.. A STOP W IS ONLY USED A' TOP) AT LWF TWO
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />T T� P I 1 11 T- T-1 TTI 1 1
<br />I
<br />1 1 1 1 T-1 INDICATED ON NOTE (3) ABOVE IN SUCH CASE CONNECTION Or
<br />IF I I i t++ , 44 14
<br />111 �TJ-J'J
<br />I-J7L J J- I- -L J -1 PANEL5 TO SICTIOhl TRACK MAI OCCUR AT AMY PANEL LOCATION
<br />j J- L I- -1-J-1 L L J -1.1 L -1 J.L J-.L -I-J- L.L J,,�
<br />SEE NOTF 4 3
<br />I' 4H OR *ifc
<br />t INSTALLATIONS ONLY VALID F
<br />ANCHORS SPEED UP M IV "I"'
<br />-ISEE SECTION EZI IuItRhATIVE VIPs ON h8l
<br />CZ I/To,
<br />czlw/18
<br />TYPIC LEI 'ION -FOR SERIES 2009 E-Z HANG STORM PANEL C1 SYSTEM (t)
<br />W. ��rl
<br />SECTIQN A -A
<br />EN FLORIDA BUILDING CODE (Nor, High Velocity Mor i=ne 2-0),
<br />'21M
<br />44167 24 GAGE GALVANIZED STEEL $TORIA! PANEL
<br />Re.
<br />STATE 11LIECO... GLOBAL PROTECTION PRODUCTS, LLC.
<br />"t APVN,
<br />CE I AHDA, I. `XX 20-1 ?5
<br />ARPHYHAI -
<br />"LLP A 1�1
<br />Ir NINT I, V
<br />ENGINJE E R 1
<br />ENGINEERING EXPRESS*x
<br />PRODUCT EVALUATION REPORT
<br />September 15,2020
<br />Application Number 17569 1 - R2
<br />EX Project Number 20-31543
<br />Product Manufacturer All Arnerican Shutters and Glass
<br />Manufactui er Address 1540 Donna Road
<br />West P.Im Beach FIL 13409
<br />Product Name & Description 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation.
<br />THIS Product Evaluation Report is being issued it accordance with the requirements of the Florida
<br />Department of Stisoness and Ptolassonat Regitiaton florlda Building Commission) Rule Chapter
<br />61 G20-3 005� F A C . for staleivide acceptance per Method I(d) The Product noted above has been
<br />tested andica evaluated ars, summarized herein FA show cornpliancte with the Florida Building Code
<br />Seventh Edition (2020) and is. for the purpose intended, at least equivalent to that required by the Code
<br />Re-evaluation of this prodLiCt shall be required (allowing pertinent Florida Building Code modifications or
<br />revisions
<br />Substantiating Data:
<br />- PRODUCT EVALUATION DOCUMENTS
<br />EX drawing #20-31543 titled "24ga Galvanized Steel Storm Panels IFiVHZ & Non-HVHZ) , sheets 1-5
<br />prepared bir Engineering Express, signed & sealed by Frank Behintudo. P E, is an integral part ofthes
<br />Evaluation Report,
<br />. TEST REPORTS
<br />Uniform static structural performance has been tested in accordance with TAS 202 lost standards net test
<br />report(s) OBT-ASG-17-001 by Biackwalei Testing. Inc
<br />Large missile impact resistance and cyclic loading perfouriance has been tested in accordance with TAS
<br />201 and TAS 203 test standards per test reports) 98T-ASG- I 7-DOI by Elfackwatef Testing Inc
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based an
<br />comparative and/or rational analysis to quality the followng design criteria
<br />I Maximum Allowable Spans
<br />2 Minimum Allowable Spans
<br />3 Minimum Glass Separation
<br />4 Aricthat Spacing
<br />160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH. FLoPioA 33442
<br />(954) 354-0660 1 f866) 396-9999
<br />TEA.0f.11
<br />MEET'
<br />EIGIMEE-iNGE-ess ca-
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<br />qz;�% Page 2 of 2
<br />All -\merican Shnittersand OILS— 24paGaI,EaTizedStcV4 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 dernanstraled as evidenced In previously listed test report(s), and is
<br />accounted for in the engineering design of this product
<br />Wnd Load Resistance
<br />Th; product has been designed to resist wnd loads as Indicated in the span schedule,S) on the
<br />rers�cfive Product Evaluation Dwitment (I a engineering drawing)
<br />Installation
<br />This product shall be installed in strict compliance with its respective Phaduc(Evalashon Document (I a
<br />engineering drawing) along with all components noted therein
<br />Product components Shall be aline material specified In that product's respective Product Evaluation
<br />Document (I a engineering drawing)
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in Strict accordance with the respective Product Evaluation Document (I a
<br />engineering drawing) as noted herein
<br />All supporting hosl structures shall be designed to resist at) superimposed loade, and shall be of a material
<br />listed In this product's respective anchor schedule. Host structure conditions which are not accounted for
<br />in this produel's respective anchor schedule shall be designed for on a site -specific basis by a registered
<br />professional engineer
<br />All components which are pernarently 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 Veloco Hurricane Zone (HVHZ)
<br />Respectful[%,
<br />Frank Bennardo, PE
<br />ENGINEERING ExPRESss'
<br />PI-11:0046i49'Cern Auth 14895
<br />160 SW 12" AVENUE SUITE 106. DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
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<br />1 20-31543 1
<br />INSTALLATIQN QUAILS FOR SERIES 2000 E—Z HANG STQRM PANEL
<br />INTO POURED CONCRETE, CON-CRETE DOCK AND WO9D STRUCTURE
<br />EXISTING POURED
<br />C WRICTE on
<br />CO 1/4`0 TAPCON
<br />ONCRUT BLOCK I JWCMOIx 0 12* OX,
<br />REQUIRED
<br />I
<br />1/,VO I ji.x REX HEAD TE. W)OD V R 4.1, HEX WILD TEF
<br />�
<br />T%. ' " --"
<br />SCREW 0(54* FROM REWRID FROM
<br />D.C. 4 .
<br />EDGE OF I
<br />1 1 4
<br />J-)
<br />F 0
<br />,
<br />i
<br />.9
<br />.0
<br />;7'
<br />M.A DiOLA, 11 1
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<br />SERARATION 1, 1
<br />EXISTING N TO CLASS
<br />44=100
<br />CLASS - 11 ALUMNUO POP CLASS ITT
<br />RTAET
<br />IF
<br />A MAX MAX
<br />A;� 4 PANEL Air PANEL
<br />11 1 isNcn, uNiurr,
<br /># IS F.
<br />Nj.
<br />SEPARATION 1 1/4-20.2'
<br />1 1 TO CLASS W-SEPARATION THUMBSCREW -02
<br />To
<br />I box 0 GLASS OF C
<br />THUMBSCAEW It
<br />E 1)
<br />ED
<br />DO 7
<br />ANCHOR
<br />2*14* WOOD
<br />EXISTING POURED
<br />kNChCR 2_ PC PLATE
<br />CONCRETE On
<br />CONCRETE BLOCK REOUIRED
<br />REGUIRE1,
<br />WALL MOUNTING WALL MOUNTIN9
<br />USJIQN—M AL1LRhA1I)YL-LZ1W
<br />SCALE 3IS-1- SCALE 3/8-l'
<br />hN,
<br />EN $1- 1.
<br />, FLORIDA BUILDING CODE (Non High Veacity Hu, ;Care Zone),
<br />blim, 44F .
<br />MIN� PANEL LIENG-H 1 441 24 GAGE GALVANIZED STEEL SIORk PANEL
<br />SHIA LL BE 2*-6'
<br />I INSTALLATION ARE ONLY VALID FOR MAX. A.SDI DESIGN ee
<br />MAX T A
<br />PRESSURE RATING +/- 40.0 p�s f AND 6 0 ;TA E 11LIE
<br />PANEL LENGTH. STATE 0 114. GLOBAL PROTECTION PRODUCTS. LLC.
<br />FOR NEW WOCID FRAME CONSTRUCT"; WOOD
<br />2, A tour*`"
<br />h 'c""
<br />PINE PW, 20 -175
<br />-7-
<br />YNNi 1.
<br />MEMBERS TO BE SOUTHERN NO 2, W/ SPECIFIC ION M�
<br />DENSITY OF 0,55 OR EOUAL ~NA
<br />rNHNUHT*;� -UPT-IF
<br />�'Nl
<br />ALL AMERICAN SHU17ERS AND GLASS
<br />[24ga GALVANIZED STEEL STORM PANELS (HVHZ BE NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PEW TO PANEL SPAN)
<br />TOP MOUNT �CCMN TyP.
<br />TYPE AS REQO) SECTIONSr )PTIONALL`-20 S-17TCH
<br />BOLTS WITH WASHERED
<br />WINGNUTS FASTENED 0
<br />OVERLAPS 0 MIDSPAN (USE
<br />APPROPIUATt- SPAN TABLE)
<br />jg -
<br />M?
<br />T FLAN VIEW
<br />r V
<br />se'.
<br />BOTTOM MOUNT
<br />fCOflN TYPE AS--J
<br />RFQ-D)
<br />MAYBEA7
<br />5, BOTTOM
<br />TYPICAL VERTICAL MOUNT ELEVATION
<br />tl,�Iiiif N T S ELEVATION
<br />TOP MOUNT
<br />�CON --\
<br />N RE
<br />11 117QDI (SPAN BOVE
<br />OTrOM STRUCTION
<br />!OUNT
<br />=2 'ORIN TYPt
<br />S REQ'D)
<br />IL.ATTON MAY VARY I
<br />P U NT
<br />TYPE
<br />AS Eq
<br />T OR E�. � D)
<br />1;��
<br />BC)TTIM MOUNT (ODNN-/ ISP LrTe
<br />T�FE AS IiEq o) AN BELOW
<br />OBSTP.I.CTONI
<br />�OPTIO Lyir
<br />5 REQUIRED , _2D STrT H
<br />"A"'LS MAY BE NOTCHED A BOLTS 1 11 1VA-1R11I
<br />PROVIDED THAT CONNECITC1,15 AND
<br />ANCHORS ARE USED INHI cH rA WINGNUTS FASTENED
<br />R, OVERLAPPS 0 M05PAN �USE
<br />DPRIATE SPAN TABUE)
<br />VERTICAL MOUNT ELEVATION
<br />(NOTCHED PANELS)
<br />NJ.S ELEVATIQN
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />'4 GAUGE
<br />-ANDILS
<br />jMINTALUM STORM PANEL sEPARATION VFNUM GLA85;
<br />MAXIMUM
<br />DE54GN Alr�� ABU UVIMAU TIONSI-M
<br />,,, w,,,.,., rHAui*AWVtGAADF hrANUJA0OV(1RAOf
<br />.,.35 606. 2 16 1,,
<br />-J40 gas in IF
<br />:;145 130 D III BLENS in
<br />00,v. SAIB 0 116:v
<br />�PAN 5LHLL)ULL NU I tb:
<br />I ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD 6 PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWASJE STOP M FANEk
<br />SPAN SCiJFOOLE J� ACCEPTABLE FOR USE WITH
<br />POSITIVE tOACS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2 PANEi. FASTENERS' ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />L:-TPACk. 57UDD I) ANGLf. E-C.) USE 6,Z1
<br />0 ..PANEL FASTENER SPAC�NG I'ABLEVALUESKIA
<br />ALL H", AND -U- HEADERS INCLUDING BUILD DOT
<br />COND TIONSt
<br />1 L;NEAR INTERPOLATION BETWEEN LOADS 15
<br />ACCEPTABLE, OTHERWISE Use NEXT HIGHEIL LOAD
<br />GLASS SEPARATION NOTES:
<br />I ENTER 5PANSCLIEDULE WIOII POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED
<br />z SCHEDULE IS REQUIRED FOP USE WITH POSITIVE WADS ONLY
<br />INTERPOLATION BETWEEN UOAOS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD
<br />3 FOP, INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3 THE GLASS SEPAPAILO
<br />SCHEDULE Is No, REQUIRED AND NO MINIMUM WALTAILON FROM THE
<br />FROTECCED OPENING 15 REQUIRED
<br />-N-1) KID 1E I
<br />C�'
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />[iiS NOTED IN DESIGNI
<br />DESIGN NOTES: I SCHEDULES
<br />a
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />A
<br />SEPARATE ENGINEERING IN ACCORDANCE WITH THE
<br />GOVERNING CODE. PRESSURE RE�UIREMENTS AS
<br />IN
<br />DETERMINED ACCORDANCE WE H ASCE 7 AND CHAPTER
<br />1609 OF THE FL6RIDA BUiLDINIG CODE SHALL BE LESS THAN
<br />OR E VAL TO THE POSITIVE OIL NEGATIVE DES16N
<br />PRES2URE CAPACITY VALUES LISTED HEREIN FORAPIf
<br />ASSEMBLY AS SHCIWN.
<br />GENERAL NOTES:
<br />a,
<br />THIS SPKIFICAYION HAS BEEN DESIGNEDAND SHALL BE FABRICATEO IN
<br />�c,;QROA
<br />Lo
<br />UIREMENTS OFTHE FLORIDA BUILDING Coci
<br />R USE INSIDE AND OUTSIDE OF THE AVHZ PER
<br />,EVENTH NC E?Dr0,H'VT
<br />a
<br />AS 201, 2ED21EATV
<br />P ROTEXG IS. CDNTRA17OR SMALL INVEST "ATE
<br />kND CONFORMTOALI-LOCALBUILDINC CODE ANENDMENTS WHICH MAY
<br />,PPLY. DESIG ' CRITERIA BEYOND ASGTATED HEPeTri H'Ay REQUIRE
<br />IPCITI.NAL SITE SPECIFIC SEALED ENGINEERENG.
<br />! No 33_tl 3% INCREASE IN ALLOWABLE ETRES& HAS BEEN UEEU IN rHE
<br />4 C;1L
<br />jyl g1l
<br />5H LL BE C OCULDINA71ED BY 7H E PERMITTING CONTRAC TOR,
<br />4 It'
<br />.'a
<br />TF FROM LOADS DEFLEC77ON OR SFANS CA14AT4M
<br />E E&
<br />HEREIN.CONTACTIT's 'GIIJ FMALTEP.NATESPAti'ALCULA:rlClrlSAf.
<br />MAY BE REQUIRED
<br />The SYS'CeM DE'OkLED HEREINIS GCNERFE AND DOES NOT PROVIDE
<br />If RNAT� N MR A SUPECTICSYTE. MR SITE CONDITIONS DLFF!RfN7 FRO"
<br />ULF
<br />T CONDITIONS OBTAILED HEREIN, A LICENSED ENQUIEEKOR REGISTERED
<br />APcHITFCT SH ILL PREPARE SITE SPECIFIC DOCUME 14�5 FOR USE IN
<br />C UJUNCTIONIVIT-HISDOELHENT
<br />, DESI N PRESSURES NOTED HEREIN ARE BASED ON 14AXIMIJM TESTED
<br />PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR,
<br />7 AU FASTENERS 70 BE GREATER SAE GRADE 3 UNLESS NOTED
<br />n
<br />OTH E A�'CLTO
<br />KWISE PAS NERSSH a E CADMIUM -PLATED OR OTHERWISE
<br />CORNOSION �RBISTANT MATERIAL ANI)ZHALL COMPLY WITH SPECIFICATIONS
<br />FOR ALPM`MUM TORE` SECTION 1.3 By THE ALUMINUM ASSOCIATION,
<br />INC, & ANY APPLICABLE PEDERAI, STATE, AND/OR LOCAL CODES.
<br />a ALL STORN PANE SMALL BE 24GA STEEL S,O 024"
<br />9 �RPI RA EI-s SHALL CONFORM TO �5171 3 STIPIURII-PI-ITY
<br />L GECT GALVAf-ED COATYXG 7H A MINIMUM Py=4a.l 10il
<br />10, AUL ALUMINUM EXTRW51ONS SHALL BE 6063-T6 ALUMINUM ALLOY,
<br />UNLESS NOTED OTHERIVISF.
<br />11 TOP&
<br />C NDITIOPIS DICTATE. PANELS MAY BE MOUNTED VERTICALLY CR
<br />HORIZONTALLY AS APPLICABLE.
<br />I , COF4C�TEANCHOR5�4�TEDHEUTM�A�BEEMeEDDEDW
<br />N N-CRACKED CONCRETE ONLY. INSTALL ALLCONCRETEANCHOKS PER
<br />MANUFACTUREKS RECOMMENDATION$.
<br />13 THE CONTRACTORIS RE5POMIDLETO INSIOLATE OR PROTECTALL
<br />HE BERS FROM DISSIMILAR MATERIAL& TO PREVENTELEC"TkOLYSIS
<br />14, ENGINEER SEAL AFFIXED HERE "TOVALIDATES STRUCTURAL DESIGN AS
<br />SHOWN ONLY USE Of THIS SPECIFICATION By CON-TILACTOR, III 111
<br />INDeMNIFIES & SAVES HARMLeS THUS OfIGUNEER FOR ALL COST AMAGBS
<br />0
<br />INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM P JAL
<br />JATV
<br />FABRICATION, SYSTEM ERKTION, & CONSTRUCTION PRACTICE- BEYOND THAT
<br />WHICH IS CALLED FDR BY LOCAt, S-TE, & FfDrri� CODES A FROM
<br />DEV ATIONS OF THIS FIAM
<br />15 EYCFP7Ar EXPRESSLY PROVIDED HEREIN, NC ADDITIONAL
<br />CEPMFD�ATIONE OP AFFIRMATIONS ARE INTENDED
<br />IS- ALTERATIONS. ADDITIDRS DR OTPER MARKINGS TO THIS DOCUMENT
<br />ARE 14QT PERMITTED Al D P4VALIOATU THIS CEPTIFICATTON
<br />"It 1A LS 5HALLBEPERMANENTTLY LABELED WITH A MINIMUM �F (1) LABEL
<br />.E VERY a 0 FEET CONTAINING THE -1-1-MVING IN FORMATION
<br />ALLA EfUCANSHOTTE119ANDCLASS.
<br />WEST'PALM BEACH, FL
<br />TAS 201, TAS Z02 &TAS Z03
<br />FLORIDA PROcLICTAPPROVAL NUMBER
<br />20-31543
<br />VISIT ECALC.10131543
<br />F-�R
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
<br />It
<br />L
<br />13
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<br />—7
<br />74-
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<br />24
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<br />25'
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<br />111
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<br />29'
<br />27'
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<br />WSPECOUX .7-
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<br />TMAJ, ANNUS m -,Z%InP'.TAST
<br />'ATCNeAE GA- 0C
<br />OPENING hPER I. i. �%- -1 -1-110 �DM PHAPINUI IN THISE
<br />F`JOP RIOR FASTENING DETAIL
<br />L N, T,S,
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<br />WOPPc -PRNs SIALTI4 TABRE, TP
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<br />20-31543
<br />SCALE,
<br />ION '55 PANEL DETAIL
<br />V
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<br />ANCHOR SPACING SCHEDULE:
<br />24 GA UGE PAWLS, PANEL FASTEME tS 9 12 5� 0 C
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<br />ANCHOR NOTES:
<br />I ANCHOR SCHEDU LE IUPPLIE S TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY
<br />z ENTERANCHOR SCHEDULE BASEL ON PANEL FASTENER SPACING THE E4lSTFNG STPUCTURE
<br />MATERIAL,&ANCHOItTYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUIFTERSPARLSELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEE7 2 FOR IDENTI FICATION OF CONNEL11ON WIDE;.
<br />I PAWL FASTENERS"ARE STUD USED IN COMUNL71ON NYTH ALL MOUNTING EXTRUSIONS
<br />[" FTr RACK, 57UDEIED ANGLE. ETC IS USE 6 25" OC PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL W AND "U'-HEADERS (INCLUDING BUILDOUT CONOI`TIONS�
<br />4 A' ORS ' SHALL BE INSTALLED IN AMORDANCE WITH MANUFA,-TURERF,'F�L-COM�4ENDA'rIONr
<br />5. HOLLOW 5LOCK HDSTSTRUCTURE SHALL CONFORM TO ASTM C40 BLOCK,
<br />6 MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE
<br />7 MUM EMBEDMENT AND EDGE DISTANCE EXFLUDES STUCCO,FCIAM, BRICK, AND OTHER WALI
<br />FINI HES WALL FINISHES SHALL BE LIMITED TO 1/4 MAY OR SHALL E VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE
<br />0. CONCRETE ANCHORS NOTED HEREIN Sf-LALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY
<br />IIST714G STRUCTURE IS WOOD FRAMING, EXISTI NO CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FAST ENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSO RE PIECES.
<br />10 WHERE ANCHORS FASTEN TO NARROW FACE OF 57LID FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" � 4" (MIN � WOOD STUD (X4" MOE DISTANCE 16 ACCEPTABLE FOR WOOL]
<br />FRAMING). VJOODSIUDS�IALLBE"SOUTHEP.NPINE'G-0550P.GREA7EPDENSM LAGSCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OF, HEX HEAD,
<br />it REMO ABLEANCHORSARF OPWALT PANE LK47E, AU-POINI 5 SOLID -SET &BRASS BUSHING
<br />12 MACHINE 9-REWSSHALL HAVE 111' MININIUM ENGAGEMENT OF THREADSINTOTHE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HE -AD, TRESS HEAD, CR WAFER HEAD (SLOMALK BOLT) U N 0
<br />0� MINIMUM EMBEDMEP47 AND EDGE DISTANCE EXCUJDE5 SPUCCO OP. OTHER "ALL FINISHES
<br />1 4 = DESIGNATESS ANCHOR CONDITIONS WHICH ARE NJT ACCEPTABLE USES.
<br />US UNEAR INTERPOLATION US NCIT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES URTSD ON
<br />THIS SHEET
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<br />SH 1.5.
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