|
EZ1/18,
<br />EZ1VV/18 ANCHORS
<br />SECTION EZI & ALTERNATIVE EZIW ON SKEET
<br />_tl: =7
<br />(SEE
<br />(SEE MOTE 2)
<br />NOTE 2)
<br />WNUM
<br />�T_ ALL, LAST PANELCDTO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE
<br />1/2'U"d 'd o PROVIDED DLE TO FACRITATE . IF INTENDED
<br />_t TO BE INSWTALLMUMMINSiDE OF STRUCTURIE.
<br />ROM
<br />. 61 1 7 (1). &M%W 2000, E-Z HANG STORM PANEL SYSTEM
<br />17�0-1 E Q (INTERIM AN EL) RIOR PANE (INTERIOR EL) D P + ConL TRACKS TOP & BOTTOM,
<br />SEE NOTES 2.
<br />SEE NOTES 2, 3, 4 io. (2). E,1111, PANELS SHALL IWV,,SE CONNECTED TO BOTTOM TRACK
<br />RWISE A STOP IALL 21E PROVIDED AT TOP OF SUCH
<br />PANEL LENGTH PANELS.
<br />+/
<br />is 40.0 p..f.
<br />(3). IF END PANF1 S ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />IL
<br />It
<br />- SHAU CONSIST Of 1/4 0-20.3/4- M.S� W/ 7/8'0.3/32" WING
<br />PAM . i / i W OR 1/4*0.3/4" MIn. THUMBSCREW INTO TAPPED BOTTOM
<br />OVERLAP TRACK. LOCATION OF FASTIENERS MAY RE AT EITHER OF TWO
<br />APPLICABLE) EMRIOR FLAT FLANGES OF END PANEL
<br />Sas i
<br />OF 'L 4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.e. A STOP SM IS ONLY USED AT TOP) AT LEAST TWO
<br />ITT-T-17 i 11-1 1 1717MT-11-T-1-711-F-IF _1_TTFH_1_TTT__FP1 PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />I I I I I I I I I I I I I INDICATED ON NOTE 3 N SUCH CASE, CONNECTION OF
<br />�.)Tm
<br />__LJ_J_.L.L_J_J
<br />�4--i-ILL-1 L-I.J-L L_J_J_L.L.J_J_l. PANELS TO BOTTOM OCCUR AT ANY PANEL LOCATfON.
<br />�
<br />SEE NOTE Wm�!
<br />3- M-
<br />I Min, I^ Non. t INSTALLATIONS ONLY VALID FOR WIND
<br />TE 3 SPEED UP TO 170 MP.h.
<br />L ANCHORS
<br />_(Sa SECIION E21 & ALTERNATIVE E21W ON SHEET Is)-
<br />+EZ1/18,
<br />EZIW/18
<br />�-LEVATION FOR SERIES 2900 E-Z HANG STORM PANEL SYSIEM
<br />SCALE: 3/32'=l'
<br />1/4- M- GAP
<br />7 7 7`7
<br />7
<br />MAX. GAP
<br />SECTION A -A
<br />SCALE: 3/32'-1'
<br />FLORIDA BUILDING CODE (Won High Velocity HIM Icone Zone)
<br />e:xEIO Tu`= M ly.
<br />0. 44167 1 24 GAGE GALVANIZED MM STORM PANEL
<br />STATE 0 GLOBAL PROTECTION PRODUCTS, U.C.
<br />QXO S.*I 51 STREET
<br />VAW_ FL -175
<br />Ner 20
<br />"611 PIAC C, to
<br />-TUP
<br />MIER , , PE
<br />j Is
<br />ENGINEERING
<br />ENC31INEERING EXPRESBO
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number: 17869.1-R2
<br />FX Project Number. 20-31543
<br />Product Manufacturer All American Shutters and Glass
<br />Manufacturer Address: 1540 Donne Road
<br />West Palm Beach, FIL 33409
<br />Product Name & Description: 249a Galvanized Steel $term Panels
<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 />Deparmient of Business and Professional Regulation (Florida Building Commission) Role Chapter
<br />6IG20-3.005, FA ' C�, for statiewide acceptance per Method 1(d), The product noted above has been
<br />tested and/or evaluated as sum"mrized herein to show compliance With the Florida Building Code
<br />Seventh Edifion (2020) and Is. W the purpose Intended, at hEast equivalent to that required by the Code.
<br />Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or
<br />revisions,
<br />Substantiating Data:
<br />- PRODUICr EVALUATION DOCUMENTS
<br />FX drawing #20-31543 filled '24ga Galvanized Steel Storm Panels (WHZ & Non44VHZ)', sheets 1-5,
<br />prepared by Engineering Expres%, signed & sealed by Frank Bermardo, P.E_ Is an Integral part ofthis
<br />Evaluation Report
<br />. TEST REPORTS
<br />Un&nn static structural performance, has been tested in accordance wIth TAB 202 test standards per test
<br />report(s) #BT-ASG-1 7-001 by Blackwater Testing, Inc.
<br />Large missle Impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 test Standards per test report(s) #BT-ASG-17-001 by Blackwater Testing, Inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative and/or rational am" to quakly the following design criteria:
<br />1. Maxinturn Adlowable Spans
<br />2. Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 1211 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM @ENGINEERING EXPRESS, COM
<br />ENS rNEERING EXPRESSxom
<br />ON* ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and 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 required for installations outside of wind zone 4 and essential foci es.
<br />IN
<br />Impact Resistance.
<br />Large Impact Resistance has been demonstrated as "danced In previously %led teall report(s). and is
<br />accounhad for in the engineering design of this producL
<br />Mnd Load Resistance
<br />This product has been designed it) rasist wind loads as Indicated In the span schedule(s) an the
<br />respective Product Evaluation Document Cie. eng)nearft drawing).
<br />Installation
<br />This product shall be Installed in shict compliance with ft respective Product Evaluation Document O.e.
<br />engineering drawing), along with all components noted therein.
<br />Product components shall be of the material specified in that product's respective Product Evaluation
<br />Document O.e. engineering drawing) -
<br />Limitations & Conditions of Use:
<br />Use of this product shag be In strict accordance with the respective Product Evaluation Document li.e.
<br />engineering drawfing) as noted herein.
<br />AM supporting host s1ructuras shall be designed to resist all superimposed loads and shall be of a material
<br />listed In this product's respective anchor schedule, Most Structure conditions which are not accounted lbr
<br />In this product's respective anchor schedule shall be designed for on a sit"perific basis by a rejutered
<br />professional engineer.
<br />AM components, which are permanently fnsM#ad shell 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 Hgh Velocity Hurricane Zone (KVHZ).
<br />Respectfully,
<br />.6
<br />Frank Bennardo, PE
<br />EN13INEERING ExPRE&,s*
<br />#PE0046549 I Cert. Auth. 9885
<br />160 SW IVA AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM@ENGiNEERiNGExPREss.com
<br />ENGINECRINGExPRESS.CGM
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<br />INSTALLATION
<br />INTO
<br />DETAILS EOR
<br />POURED CONCRETE, CONCRETE
<br />SERIES 2000 E-Z HANG
<br />BLOCK AND WOOD
<br />STORM PANEL
<br />STRUCTURES
<br />R ar
<br />ETE OR
<br />�uTTt7-/7 1:
<br />1/4-0 TAPOON
<br />CONICAIIIS BLOCK
<br />7
<br />ANCHOR 0 1 r D.C.
<br />REQUIRED.
<br />Iles TAPOON
<br />I.
<br />HEX TEK
<br />WOOD WADER
<br />REQUIRED
<br />T
<br />_jT4XI* MEN HEAD TEX
<br />SCREW 064" FROM
<br />ANCHOR 0 12' 0
<br />0
<br />1 EDGE OF (fr tROM
<br />EDGE OF I
<br />2-
<br />IL
<br />1/2-
<br />SA ]IOLPS
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<br />/2-
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<br />/2*
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<br />EXISTING I TO GLASS.
<br />ALUMINUM POP
<br />TO CLAM
<br />:I/ws
<br />ALUMINUM POP
<br />RIVET
<br />It
<br />RIVET
<br />11-1.
<br />MAX.
<br />a
<br />PANIEL LEWTH
<br />PANELMAX`
<br />LEWTH
<br />TO
<br />V Wn.
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<br />box
<br />OF I:
<br />on -To GLASS.
<br />V
<br />TAPCONI ANCHOR
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<br />a 12, D.C.
<br />1/4-0 TAncM
<br />2 -.4- WOOD
<br />ANCHOR 0 12 CC
<br />),\" L=
<br />REQUIRED
<br />REQUIRED.
<br />SECTION Ut
<br />SCALE 3/S=I'
<br />Aftem
<br />SCALE 3/8=1-
<br />..........
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A�S.O. DES"
<br />M PANEL LENGTH
<br />IN
<br />SMI BE 2 -6"
<br />0.441 S
<br />PX310 TZIM W_
<br />FLOR11 BUILDING CODE (Won High Velocity HIM
<br />24 GAGE GALVANIZED STEEL STORIA PANEL
<br />Gone Zone)l
<br />I -
<br />PRESSURE RATING +/- 40.0 P.O. AND 6'-0* MAX
<br />STATE O�
<br />IA" r
<br />Z08AL PROTECTION PRODUCTS, LLC.1
<br />PANEL LENGTH.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />Z�IILIECOIHNI:-
<br />TIUUT
<br />.
<br />00 SUN, 61 STREET
<br />A.. - - - -ff- F1, 31114
<br />-
<br />20-1-15
<br />MEMBERS M BE SOUTHERN P114E No 2, W/ SPECIFIC
<br />,
<br />PHDW. (W)NI FMI 0154)116�
<br />DENSITY OF 0.55 OR EQUAL
<br />al 18 or in
<br />ALL AMERICAN SHUTFERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NOWHVITIZ)
<br />WIDTH UNLIMITED
<br />ERP. To PANEL SPAN)
<br />TOP MOUNT (CONN T P.
<br />TYPE AS REQ'D) SECTIONS
<br />WIT II WASHIRED
<br />/,WINGNUr5 FASTENED 0,
<br />OVERLAPS 0 MIDSPAN NSF
<br />APPROPRIATE 8PAN TABLE)
<br />A
<br />PLAN VIBN
<br />F
<br />RD 1'..
<br />BOTT OUNT N
<br />ON M
<br />(CONN TYPE AS-j
<br />L
<br />RQ,391"� h_t
<br />MAI BE AT I. C.
<br />& BOTTOM
<br />TyPICAL VERTICAL MOUNT ELEVATION
<br />N.T.S. TOP MOUNT EL . EVAITON
<br />(CONN TYP
<br />H
<br />AS REQ'D)
<br />a
<br />tA
<br />-DESTRUCTION
<br />(LOCATION MAY VARY)
<br />Mli
<br />T DPM NUT
<br />L
<br />(CONN TYPE
<br />5 R OQ'D)
<br />5
<br />............
<br />B0170M MOUNT (00F,2q-1
<br />L_
<br />'SPAN BELOW
<br />TYPE AS RECI'D)
<br />CeSTRUCTION)
<br />PANELS MAY BE NOTCH ED AS REQUIRED,1
<br />Y�'-20STTTCH
<br />$00MLT081WALITH WASHERED
<br />PRC)VIDED THAT CONNECTIONS AND
<br />ANCHORS ARE USED 1� HICH SATI BEY
<br />WINRSNUTS FASTENE6@
<br />SPANS ABOVE & BELOW OBSTRUCTION
<br />OVEERLVS @ MIDSPAN (USE
<br />ABLE)
<br />VERMAL MOUNT ELEVATION
<br />/�2� (NOTCHED PANELS)
<br />\.L/ NTS.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 rALIGS PANFLA
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />(HVHZ, WINO ZONE 4 & ESSENTRALFACHITHIS)
<br />u T
<br />I"ISR"N
<br />ALLOWABLE
<br />INSTALLATIONS LESS
<br />INSTALLATIONS A
<br />PRESSURE
<br />SAAN (IM-)
<br />THAN 3V ABOVE GRADE
<br />TRAN3O`A0OVGEGEA`OEEft
<br />(PSF)
<br />1/-30
<br />130.0 1.
<br />6,06 in
<br />2.16 1.
<br />./,35
<br />130.01,
<br />6.06 In
<br />+1-45
<br />pox 1,
<br />1.
<br />-/"SO
<br />+/-s5
<br />130.0 In
<br />105.6 In
<br />6.06 In
<br />6.08 in
<br />116 in
<br />2:xS I
<br />.1 SO
<br />83.2 in
<br />6.09 1.
<br />-;7--Gs
<br />-SqSiin
<br />6.1110
<br />-sall
<br />2,72).
<br />__;T7_O
<br />36A 1.
<br />6.12 In
<br />2.90 In
<br />.1-72
<br />27A i�
<br />6.13 1.
<br />2.981.
<br />SPAN SCHEDULt NOTtb:
<br />1. ENTER $PAN SCHWULES WITH NEGATIVE
<br />DESIGN LOAD & PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE 15 ACCEFTAJILE FOR USE WITH
<br />POSTTIVE LOADS LESS THAN OR IEQUAL TO
<br />NEGATIVE DESIGN LOAD$.
<br />2. 'PANEL FASTENEW ARE STUDS USED IN
<br />CONIUNCMON WITH ALL MOUNTING EXTRUSIONS
<br />("F'-TRACK. STUDDED ANGLE, ETC.). USE 6.25'
<br />D.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL H` AND 'U"-HEADCRS (INCLUDING BUILD OUT
<br />CONDITIONS).
<br />3. LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETSWINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED,
<br />2. SCREDULEISREWIRIED FOR USE WITH POSITIVELOADSONLY.
<br />INTERPOLATION BETWEEN LOADS IS ACCEPITABLE. OTHERWISE USE NEXT HIGHER
<br />LO D.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REWIRED.
<br />Di
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />S NOTED IN DESIGNI
<br />DESIGN NOTES: � SCHEDULES
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SMALL BE DETERMINED PEP.
<br />'SEPARATE ENGINE%G INACCORDANCE WITH THE
<br />GOVE E N
<br />�IZTEIVI'NNE'5DCION"�',�6CP'O'RE95�M'E� 51R�'IMU 77NTCHAPTIER
<br />16C9 CfTHE FLORIDA BUILDING CODE SMALL BE LESS THAN
<br />C
<br />PQVAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />ASSEMBLY AS SHOWN,
<br />GENERAL NOTES:
<br />THIS SPECIFICATION HAS BEEN De8IGWEOAND SHALL BE FABk�ATFD IN
<br />HAS BEEN USED IN THE
<br />� PROJECT
<br />OSHALL BE RESPONSTRU
<br />'0 THIS DESIGN WHICH
<br />ACTOR,
<br />. SMALL a, UMED IN
<br />EP, SCONYT
<br />0, ED
<br />A -
<br />PAN CA1,CULATIONSAS
<br />� DOES NOT PROVICHE
<br />-M 115 -FERENT FROM
<br />"INEER OR REGISTERED
<br />TS FOR USE IN
<br />ON MAXIMUM TESTED
<br />S. �ORNPAr4E��ALLCMF�TOA�4MS3�U�UMLQUALTTY
<br />STEEL0606 VAt4�OCOA�NOW�tiAl-13NIMUMFV-4$.IKSI.
<br />10, ALL ALUMINUM 9XTRU51ON5 5HA1.L BE 606.1T6AUUMINUM ALLOY.
<br />UN ESS N07ED'OTHERWISE.
<br />11. T�&WT70MO�Al�SH�JNM�BEIR�RCHA14GED��LO
<br />CONDITIONS DICTATE. PANELS MAYBE MOUNTED VERTICALLY OR
<br />HORLIGNTA"YA5 APPLICABLE.
<br />12. ALLSEEMBEDOBUTO
<br />NON_CRACKED CONCRETE ON _Y� INSTALL ALL CONCRETE ANCHORS P EFL
<br />MAN 4FACTURIX5, REI;OMMENDATIONS.
<br />33. THE CQNTPA=R IS PASPONSIBLETO INSULATE 09 PROTECTALL
<br />MEMBERS FROM DISSIMILAR MIATERIALSTO PREVENTELECITROLYS11.
<br />14, ENGINEER SEAL AFFIXED HERE TOVALIOATES SXRUCT RALDESrGNAS
<br />SHOWPIONLY. USE OF THIS SPECIFICATION BYCON'TRACTOR-t-L
<br />IN.EmItInn a SAVES HAR.LESS T`JS ENGMt. RALLO05T.OAMAGES
<br />INCLUDING LEGAL FEES& APPELLATE FEES RESU LT114G FROM 14ATERIAL
<br />FABRICATION, SYSTE14 ERECTION, 8, CONSTRUCTION PRACTICES BEYOND THAT
<br />V4MjCM IS CAU-M FOR BY L-AL, STATE, & FEDERAL CODES s FROM
<br />Q�SVIATTON5� OF THIS PLAN,
<br />15, EXCEP'TAS Y PA D H ` 14,00 ADDITIONAL
<br />OR L 7NTII
<br />CIR13"CATIONS e"MOAT100ZTERE I N ED
<br />,AL AI.TBRA .,4s.ADWrlOtIS,CROTMMMA�KING�iTOTHMD�UMENT
<br />ARE NOT PERMITT-Bb AND INVALIDATE THIS CERTIFICATION,
<br />PANELS BRALLSE PERMANENTLY LABELED WITHA MINIMUM OF (1) LABEL
<br />VE
<br />,E E RY3,BFEEr.CO�AMINGIHEFOUO�'gNGI�IMRMA�ON.
<br />VISIT
<br />@Z1M,&A,L-0WABLE SPAN SCHEDULE
<br />@Z1M,&A,L-0WABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
<br />1.
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<br />29'
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<br />26'
<br />26-
<br />31-
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<br />W
<br />26'
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<br />22'
<br />22'
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<br />0-
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<br />25�_
<br />22'
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<br />24'
<br />1 23'
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<br />AfsNPOM"I COMBINATION ASOVII�
<br />USED .1 BUILO�- MOUNMINO O.MOITHINS, �Eov� SEP-n- R� G`S5 S-1 III PEA DEtUL I
<br />6�NG (m n"An, 10. VlOw - MOUNTING comomm IP%A`N IN THESE, o-INGS,
<br />OPTIONAL INTERIOR FASTENING DETAIL
<br />N.T.S.
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<br />EGRESS PANEL DETAIL
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<br />11-4. FASTENING
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<br />L_12
<br />0 094" -P-2 Ogg - 1.25011
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<br />1,930" - 1,930!, T-.u.- ON,
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<br />2..000-
<br />SUILD-OUT -U` MEEAD
<br />N
<br />3 300" MAX DO 313
<br />1510
<br />7E----1 - R 19191,
<br />1.510 0,376'
<br />A19011,
<br />0*
<br />0.2
<br />12.500" PANEL COVEW GE
<br />24.1375" PANEL LENGTH
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<br />ANCHOR SPACING SCHEDULE-
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<br />ANCHOR NOTES:
<br />I . A NCHCIR 5 CHED U LE APPLIES 11) A UL PRODUCTS CERTIFIED H ERE IN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY
<br />2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE E)USTING STRUCTURE
<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 SH UT-TER SPAN.5 ELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDMON ISEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE),
<br />I " PANEL FA57ENERV'ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />(-F�MACX,S_TUDDED ANGLE, ETC.), USE 6,25" C.C. PANEL FASTENER SPACUNG TABLE VALUES FOR
<br />AU_�H"- AND "U"-HEADERS (INCLUDING BUILDOUT CONDITIONS).
<br />4. ANCHORS SHAU BE INSTALLED IN AOCORDANCE WITH MANUFACTURERS'RECOMMENDATroNS,
<br />5 HOLLOW BLOCK HQST STRUCTURE SMALL CONFORM TO ASTM C90 BLOCK.
<br />6: MINIMUM EM"DMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE
<br />7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK AND OTHER WALL
<br />ADEQUAT LY TRANSFER LOADS TO HOST STRUCTURE.
<br />a. CONCRETE ANICHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCREM ONLY,
<br />WHERE EXISTING STRUCTURE IS WOOD FRAMING, MSTING CONDITIONS MAY VARY, FIELD
<br />VERIFY THAT FASTENERS ARE INTOADEQUATEWOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES,
<br />ID. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHAUL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUD (;"EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SHALL BE `SOUTHERN PINE" G=0,5 5 OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE PHI LLIPS PAN HEAD OR HEX HEAM
<br />11. REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL -POINTS SOLID -SET` & BRASS BUSHING.
<br />12 MACHINE SCREVIVS SMALL HAVE 1f2" MINIMUM ENGAGEMENT OF THREADS INTO THIE BASE
<br />ANCHOR AND MAY HAVE EITHER -A PAN HEAD, TRUSS HEAD, OR WAFER HEAD �SIDEWALK BOLT) U.N.O.
<br />13. P41NIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO ORL OTHER WALL FINISHES,
<br />16� LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH �E ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET,
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<br />SHEET NO.
<br />SH 1.5.
<br />
|