|
EZt/18,
<br />EZ1 W/1 a ANCIaas
<br />" . (SEE SECTION ED a ALTERNATIVE EZ1W ON SHEET 10)
<br />«3• Mex-
<br />MIPL
<br />NOTE 2) ��
<br />r{yE {(OTE
<br />NOTE 2)
<br />{/Y
<br />EB'C+1
<br />/16',P ALUMINUM RIVET LAST PANELQ TO F1E s4STAL1E0 AT EACH O
<br />r/2" o 0 o D o o d
<br />O o PROVIDED W// REAR HANDLE TO FACILITATE its
<br />1111
<br />10 BE INSTALLED FROM INSIDE OF STRUCTUR
<br />AT 2
<br />FANIMPERI
<br />NOM
<br />T D--'--r--r-3•- .-T-T-_
<br />I (END PANEL} (11EriRDR PANEL) (INTERIOR PANEL) (IWER)OR PANEL)
<br />SEE NOTES 2" 3, 4
<br />-' OF 1' 2000; E-Z HANG S
<br />(ENO PANEL} MAX i CONSiSTINC OF ANEL + COnt- TRACKS TO
<br />SEE NOTES 2. 3, 4 I I
<br />(2). END PANELS SHALL BE BE CONNECTS
<br />OTHERWISE A STOP I9AR (,91 SHALT- BE PR01
<br />PANOLENGTH PANELS.
<br />o +f- M.0 P-a.l.(3)•.IF END PANELS ARE CONNECTED TO BOTTI
<br />TIF-47
<br />_� I SHALL CONSIST OF f/4'V-2Ox3/4- M.S. N
<br />TED PANELS
<br />W/ 1/N-20xt' I NUT OR 1/4-ax3/4" Min. THUMBSCREW IN'
<br />ss. BOLTS w/Q� O FA. OVERLAP TRACK. LOCATION OF FASTENERS MAY BE I
<br />I
<br />(SEE SECTIONS AS APPLICABLE) - EXTERIOR Mt FLANGES OF END PANEL.
<br />-
<br />-
<br />OFF 'L" (4). IN CASE THAT ENO PANELS ARE NOT CON!
<br />- -'> i �' -
<br />- -' - MI}X. i TRACK (I.E. A STOP BAR i8 ONLY USED AT
<br />f PANELS SMALL. BE CONNECTED TO BOTTOM
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH (
<br />JJ_Ll iJ_lLJJ1LIJJ_L J.l '"C_lLLL1JJ JJJ1JJ LLJ_LLJJ1 aL_1_ 1 _J PANELS TO BOTTOM TrtACK MAOCCUR AT
<br />SEE NOTE 4-4
<br />3• M9s
<br />�
<br />1° Min, 13 LOW LY`
<br />��
<br />, TE 3 t' Mln, t INSTALLATIONS ONLY VALID FOR WIND
<br />ANCHORS
<br />SPEED UP TO 170 m,p.h..
<br />.-(SEE SECTION ELY a ALTERNATIVE EZIW ON SHEET IS)I --
<br />EZt/18,
<br />EZt W/18
<br />TYPICAL ELEYAIIQN FOR SERIES 2000 E-Z. HANG SJORM
<br />PANEL SYSTEM1�
<br />SCALE: 3/32"=1"
<br />'-
<br />! 2.8BT'(AEN OVERLAP
<br />1/4' M GAP
<br />1/4'
<br />3W(. CM
<br />d
<br />SIION A -A
<br />SCALE: 3 32'=1'
<br />NiS�\7111A-Tl '
<br />,...E FLORIDA BUILDING CODE Nan I
<br />0.44167 = a'ele TAxw re 24 GAGE GALVANIZED STE
<br />STATE T ECO16rc. L PROTECTION F
<br />4800 S.W. 5i S
<br />FLOH10p;U n aaW r scow wad NWM Dax FLsx
<br />at`�
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<br />Alr/1n1111114 _ +41 t
<br />MOVE NGINEE RING
<br />ENGINEERING
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />ENGINEERING EXPRESS®
<br />PRODUCT EVALUATION REPORT
<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 atrc
<br />September 15, 2020
<br />Impact Resistance:
<br />Application Number: 178410A - R2
<br />£X PTo'ect. Number: 20-315t3
<br />)
<br />r e Impact Resistance demonstrated v( i previously
<br />Large R has been de n !rated as evidenced n toes Aster
<br />9 � w b
<br />accounted for inthe e engineeringdesignproduct,
<br />� � g
<br />Product Manufacturer. AR American Shutters and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />Wind Load Resistance
<br />West Patin Beach, FL 33409
<br />This product has been designed to resist wind loads as indicated In the span Oche
<br />respective Product Evaluation Document (i.e. engineering drawing).
<br />Product Name & Description: 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Reandant
<br />installation
<br />This product shalt be Installed In strict compliance with Its respective Product Eval
<br />engineering drawing), Siang with all components noted therein.
<br />Scope Of EY8i0atiOn:
<br />p
<br />Product components shall be of the material specified In that product's respective
<br />INS Product Evaluation Report is being Issued in accordance with the requirements of the Florida
<br />Document Q.e. engineering drawing).
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />61G20-3.005, F,A,C., for statewide acceptance per Method 1(d). The product noted above has been
<br />Limitations & Conditions of Use:
<br />tested and/or evaluated as summarized herein to show compliance with the Florida Building Cade
<br />Seventh Edition (2020) and is, for the purpose trended, at least equivalent to that required by the Code.
<br />Use of this product shall be In strict accordance with the respective Product EvahB
<br />Re-evaluation of this product slat be required following pertinent. Florida Building Code modificallons or
<br />engineering drawing) as noted herein.
<br />revisions.
<br />All supporting host structures shelf be designed to "at all superimposed bads a
<br />listed in this pro duefs respective anchor schedule. Host structure conditions wtic
<br />Substantiating Data:
<br />in this product's respective anchor schedule shag be designed fat on a she•specifi
<br />professional engineer.
<br />• PRODUCT EVALUATION DOCUMENTS
<br />All components which are permanently installed shall be protected against corrosi
<br />EX drawing N20:f1543 Ned "24ga Galvanized Steel Storm Panels 04VHZ & Non-H1 W. sheets 1-5.
<br />otter such damage at all times.
<br />prepared by Engineering Express, signed & sealed by Frank Bernardo, P.E. is an integral part of this
<br />This product has been designed for use within and outside the High Velocity Hum
<br />Evaluation Report.
<br />• TEST REPORTS
<br />Respectfully,
<br />niforms state n s n i
<br />U and rap performance has been tested r accordance with TAS 202 test standards r test
<br />report(s) ABT-ASG-17.00� Slackwater Testing, Inc.
<br />Large Missile Impact resistance and cycle loading performance has been tasted In accordance with TAS
<br />BcaN ".•,
<br />201 and TAS 203 test standards per test reports) MBT-ASG-17-001 by Slackwatar Tung, Inc.
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engilleadng calculations have been prepared which evaluate the product based on
<br />*•�,,,,
<br />P,
<br />owt5"
<br />comparative and/or rational analysis to quality the following design criteria:
<br />1. Maximum Allowable Spans
<br />,GAF',•
<br />2. Minimum Allowable Spares
<br />Pram. Bernardo, PE
<br />3. Minimum Glass Separation
<br />ENGINEEIRtHe
<br />4. Anchor Spacing
<br />#PEOD465491 C.AAuth. 9885
<br />160 SW 12r" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLOR
<br />(954) 354-0660 1 (866) 396-9999
<br />(954)354-.06601(866)396-9999
<br />TEAM@ ENGINEERINGEXPRESS.COM
<br />TEAM@ENGINEERING EXPRESS.COM
<br />ENGINEERTNGEXPREOs.c OM
<br />ENGINEERING EXPRESS.COM
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<br />INSTALLABON QUAILS FOR SERIES 2000 E--Z HANG STORM PANEL_
<br />INTO POURED CONCRETE, CONCREIE LOCK AND WOOD STRUCTURES
<br />�PouREa �
<br />� OR , 4v TAPCON
<br />F`` l CONCRETE BLOCK `I ANCHOR O tZ' OO.C.
<br />:�
<br />.r "`"� _ rarrr' tit NEAO. TEK WOOD INEAE] :'.,,, ! ' , I• "'"' 14x1' IKI( HEAD TEN
<br />tle# TAPCOM
<br />ANCHOR O 12".. D.C. I 1;
<br />EDGE L1F' A}/4' FROM RELriHP!¢D`"""
<br />�7 j ! EDGE DF (rJ
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<br />1
<br />2MIR
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<br />tl ARATION-f 1F41.
<br />�O- JJ fltl511 EPARA7'•
<br />i_.^�AlUMaq.UA
<br />GLAS5'iTo 1� POP fi1A55 TO GtA55. RWBRUM POP
<br />N I � 1
<br />M L 1!
<br />1/+:s-tat• p SAX
<br />WA)L
<br />, 5S lOL19 W p I YNL I MAX
<br />1/4Y-eat
<br />AT P PANEL LENGTHW EELIe W U PANEL LENGTH
<br />It
<br />T ---- �L I
<br />a r" 15 . 1 1 Ran. I 20x2°
<br />_ ,1/4'f
<br />p TO , j 7 R^-SEPARATWN'- I 11(
<br />l TO CLASS. OF
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<br />12' LAIE
<br />ANCHOR O O.C. OR RE -DULLED
<br />i
<br />- CONCRETE BLOCK A,
<br />REIIUNND.
<br />WALL MOUNTING WALL MOUNTING
<br />SECTION EZ1 Aft& EZ1W
<br />SCALE 3/8-1" SCALE 3/8-1'
<br />P. TELL
<br />V,
<br />FLORIDA BUILDING COi)E Non NI h Yaioel Nurricone Zane
<br />' * MIN. PANEL LENGTH _i F D. 4 Q= ' Ri6... 24 GAGE GALVAWMD STEEL STORM PANEL ram'
<br />ONLY VALID FOR A.S.D. DESIGN SHALL BE 2 -6'
<br />1. INSTALLATION ARE MAX.
<br />PRESSURE RATING +/- 40.0 P.O. AND W-O' MAX s STATE�
<br />PANEL LENGTH. D¢ LTal:EQ.,c. GLOBAL PROTECTION PRODUCTSp tLC. •"
<br />.am SW. at STREET2. FOR tpEtY WOOD FRAME CONSTRUCTION: WOOD Df.'`GOR10 y�7 co�AHr
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 4 ``7 "- +W' 'P"' °" "'°P' "r s" 4"°°` n a1'a` 0+w' n- F= ( 20-175
<br />�ryy :Sip '---•E� a �' Ixq n,-lalo m-,an aKeR: (m4pOWL F_ 333 (a5s)m9-PM'r
<br />DENSITY OF 0.55 OR EQUAL.
<br />ji0rllr111d amp Irrv,p .Mid r M Is"" Na:
<br />T(R,�OAR �t�CA-OpON7rA. P£ r a1D Q:N9 f
<br />+ WEPT 19 tr to
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />`24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED.
<br />(PERfi� TO PANEL SPAN)
<br />CONN TOP MOUNT ('
<br />TYPE AS RE 'D Q
<br />T YP.
<br />SECTIONS
<br />-r
<br />OPTIONAL / "-30 STITCH
<br />BOLTS WITH wasNEPED
<br />WINGNUTS FASTENED O
<br />UJ "� •^le
<br />D�
<br />¢
<br />OVERLAPS O MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />PLAN VIEW
<br />BDTT04
<br />(iDPlN
<br />!
<br />/ 1g
<br />MOUNT
<br />TYPE AS-JJ .i
<br />REQ'D)
<br />"^"Y pc ^TR0.391"
<br />0.375°
<br />.-'-. -OBSTRUCTION
<br />I\I _T (LOCATION MAY VARY)..
<br />BOTTOM MOUNT (CONNJ
<br />BEIAW J
<br />TYPE AS REQ'O)
<br />(SPAN
<br />OBSTRUCTION)
<br />1E NOTCHED AS TEQUIRED',.
<br />OPTIONALY4 20 STITCH
<br />BOLTS WITH 01ASHERED
<br />�IANE_5MAY
<br />PROVIDED TWAT CONNECTIONU SAND
<br />ANCHORS ARE USED WHICH SATISFY
<br />L'ANGNUTS FASTENEDOVEIUAPS
<br />SPANS ABOVE S BELOW OBSTRUCTION,
<br />O MIDSPAN (USE
<br />gPPROPRIATE:SPAN TABLE)
<br />VERTICAL MOUNT
<br />ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.T.S.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />RA N
<br />4 2. GAUGE PANELS
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />WIND ZONE 4 & ESSENTIAL FACILITI IHVHL EST
<br />MARNA
<br />_--
<br />DESiGtt
<br />ALLOWABLE
<br />INStALLATK)NS LESS INSTgLIATiONS GREATER
<br />INSTALLATIONS
<br />PRESSURE
<br />SPAN tirlwxl
<br />THAN 30'A90VE GRADE THAN 30'ABDVEGRADf
<br />1,iSFt
<br />f
<br />Ph3G
<br />F 130.0 in
<br />ELMS. '• 2.10in
<br />•/-35
<br />."._,.140_
<br />130.O fa
<br />..__� E.Obin. 2.16M...
<br />230.0In
<br />606 Et
<br />+f a5
<br />,.... 130.0I11
<br />EDE in 16in-
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<br />6.09 in 2.53 in
<br />+f•ES
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<br />SAJP_
<br />6.12 M 2.901n
<br />+f-72
<br />27.01n
<br />6.13.1,, 2.981.
<br />1. ENTER SPAN SCHEDULES W1TH NEGAT)VE
<br />GN TOAD & PANEL F tO DES! ASL'9NE3t SPACING
<br />DETERMINE MAXIMUM ALLOWABLE STORH PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOAD LESS THAN OR LTO
<br />NEGATIVE DESIGN LOADS. EQUAL
<br />I 'PANEL FASTENERS ARE STUDS USED IN
<br />CON ON WITH ALL MOUNTING EXTRUSIONS )UMCTI NTT
<br />("P"-TRACK, STUDDED ANGLE, FTC), USE 6.2E
<br />O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL H" AND "U"-HEADSR S INCLUDING BUILD OUT
<br />CONDITIONS).
<br />3- LNEAR INTERPOLATION BETWEEN AD 15
<br />ACCEMABLE OTHERWISE USE NEXT HIGHER
<br />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 />Z. SCHEDULE IS REQUIRED FOR USE WITH POSLTLVE LOADS ONLY,
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD,
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES
<br />IN WIND ZONES I THROUGH 3 THE SEPARATION ACEDULE ASTM rNIMU GLASS FROM
<br />E
<br />SCHEDULE IS NOT REQUtREO AND NO MINIMUM SEPARATION Ft10M-THE
<br />PRMIM OPENING IS REQUIREM
<br />MAXIMUM ALLOWABLE `
<br />DESIGN PRESSURES:`'
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULES
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULLAATED
<br />FOR USE W[TH THIS SYSTEM SHALL BE DETERMINEDPER
<br />SEPARATE ENGINEERING IN ACCORDANCE WITH TH
<br />E
<br />GOVERNING E PRESSURE W Vi EMS AS
<br />p pp REM
<br />1609 M NE' L CCORDkNEE W17 ASCE 7 AND CHAPTER R D A H CHA ER
<br />l
<br />OI U THE THE P A rrIVE R CODE SHALL DESIGN
<br />LESS THAN
<br />OR EQUAL TO CATHE POSITIVE O0. NEGATIVE DESIGN
<br />ASSEMBLE CAPACITY VALUES LISTED HEREIN FORANY"
<br />ASSEMBLY AS SHOWN•
<br />GENERAL NOTES:
<br />VISIT ECALC.I0/51643 r. $'.fr-.1
<br />WaiBANpE6RIGEXPR�B COWATOPE ■ r
<br />FOKAWIr0nRLlVwa hEPGRTa.• 1¢90tACE9
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
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<br />ar
<br />ar
<br />2r
<br />22'
<br />N'
<br />P
<br />2r
<br />23"
<br />2S
<br />"F T racx
<br />2 r
<br />24"
<br />2 4"
<br />30"
<br />A8'
<br />SO':'
<br />24'
<br />2r
<br />4a'
<br />Stud MOM23
<br />23"
<br />11"
<br />31"
<br />11.
<br />Zr
<br />9(Y
<br />i 1'
<br />337
<br />C" nNr
<br />29"
<br />28"
<br />2b•
<br />31
<br />;MVAny ar.uwN.laae.wxa x,axlMun.RLL,Aw«xe.nPAm anacv vc. Fnrwnwriwiwn uPnwan.w
<br />44p1D PTYOP dF ROH PANEL >RHS 55 9HAN SE rA '' VE aRF T maa6 06T RRN LE 1T#0 NOT80 SN BLEABO ND
<br />aceEPrneLe
<br />2. NO SEPAMTTON FROM OrASS is REQUIRED t'erlEJl PANEL.1EtKaH 1S GA6ATER'nWl THAYNOT&r 6¢L
<br />RE6PBCTIVE Mou 4 CPMWNAnON ABOVE,
<br />3. 11"=140E5 REQUIRED ALL BUROOUT""IS 1N TAM€ ABOVE. *1*" SIDE CLOSURES ARENOr
<br />RM KM
<br />4 NG m N DETAIL 'F USED Wlni BUIlDOU. MOUNn {DND DNS, [RC0 SEPARATION OH GLOSS SNALL � PER D l IaYLII
<br />4. TABLE APPLIES 0.5- 0 CZSN 32 a N11i, OR NRTHOdi STRCN 0OLS5 AND PMaRS aaOTN WITH PRIVET
<br />0 T ) Mpl ,
<br />FASTENERS P 13.E"OA 5.25'4�G
<br />5. PANELS MAY SPAN , i Y M0iO NE L Mi ON4 N TP ESE>D" N CLOSURES Ja IAtpIUP, (L OPn P6t
<br />MG 4l'K uSIInG ANY IAOt3MING CONOmON SHOWN IN ORA NCS.
<br />L'PEW PER 6tT ). TMbv6 M'7 l
<br />L OPTIONAL INTERIOR FASTENING DETAIL
<br />N.T.S.
<br />M OPTIONAL EGRESS PANEL DETAIL
<br />INTERIOR FASTENING
<br />N
<br />N
<br />in
<br />N
<br />Ca
<br />2
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<br />.�
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<br />O^U
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<br />VJ
<br />Q
<br />2-.250" 0 094" I� 2.990" 2.250'
<br />r 2.250" r'I�0.060" 0:094
<br />0.094" 0.750" 11pp11 D.c. - 625
<br />" aN
<br />$ Y
<br />d20" O T- TYP �$ lTYP 4 $
<br />N � , °
<br />0:094" N 0Afi2" ry, -
<br />L,930" 1, 1
<br />0.12E N
<br />O,D62
<br />D62"
<br />f
<br />2.aDo"
<br />i 0 062 a . '
<br />2.000 '-•I .� I-
<br />135 • z.Doo -.I D00" 2
<br />-i 2 020" �.
<br />2
<br />�.121' � 1.190" U "N• HEADER. :in"U' NEADER ®auRO-OUT 'U' k1EA0ER d�- G.I d-PAN CLOSURE. �_ r$I jc,4 `+
<br />S7
<br />xL
<br />K
<br />L
<br />L - I I 3 360" MAX. 0.313" .•I
<br />1.51 1.560"I�-11.46f1," 3�.510 0;36$•-•j 31 5^ D.376" OAg} 0:376° �OT.' 15 pp a ?
<br />-il 0:179°_'I 655" 6.19 0�655" 0.190" i i-0,155" 0.066" �35D" 1,007' �'.�33" N .L
<br />12.500"PANEL COVERAGE �- q�P� ��RI�a{� , w
<br />14V75"PANEL LEN I'v I ,he� lu' {t1.S45.I 0.524:15U. .250"� 'p,�Fy� �� MA E E7OH i D.250"
<br />ooso" 3 Z,04� D090�Lwr¢fP DT z13" au' D71o" RD.a3s' 0.3os
<br />TY P'. TYP. D 7f1O":
<br />U. , TYp. DOJD� G 1RACKW fi EO XIINGWIT. 0957".
<br />MWLD-01T -r IRAEN N P Q{g aN � f0,
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<br />14 '+LnF 7i " 0.190' Z
<br />d
<br />LEG
<br />OIR[RION � D N
<br />1 L.11 ��--3.000" D.12 4P/EQSED lei yo{
<br />o L J:P .41JLL 4�, 7- ANOE ry'IRPA. (EXTENDED)
<br />Y h
<br />1000, V- Ota v Ei"I'li!0 { {
<br />' II ilk (.I IY t.LII t%3 a
<br />OVERLAP
<br />4 MAXCOR
<br />:... NERa0SDE IlRETAIL. 1 %-25"MAX.
<br />l.+ 0.189"1� .25 f-"MAX,
<br />..
<br />MAX. W O
<br />^T Tian a: BUILD-OUTJ i rrr us mL.rr
<br />n WMl owuxrlT QnI1Rr Ur All DISTRNCE a r'1 T
<br />r 1 �
<br />rt c 1.0DC` Q
<br />1.
<br />n ' _ :. 1 1, L r y x ., . EMBED
<br />�
<br />1000" •ev:'�n`�ina,'Dc a cenl # v.rrealP .;,:sxs Pi Ee u.. ' Nen 1p^n l,+ - "� g g
<br />OVERLAP C!{
<br />302D" eat c9-•;-axr-'aP"a., g2`li
<br />X 3,'�ILL MAX. "� r"1HIlll IS-Il I (. ,bi xrlA
<br />A ""�25".MAX: MAIN "
<br />zz
<br />.; I Lr. 3 UA I L>T : it i�C �:�•
<br />MJrt_ - 4" MAX. MIN.
<br />en ("S GVNiERCLOSURE DETAIL
<br />BED ` R
<br />V - .
<br />TRAPMDUNTOLMNE ETAIL „ETxIF� �R. ,r ail s(° $
<br />D N:TS• S _ is S �a
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<br />ANCHOR SPACING
<br />24 GAUGE PANELS;. PANEL FASTENERS
<br />SCHEDULE:
<br />2/4' EDGE DISTANCE
<br />H,Ai xHFNr+nMMq 4r
<br />n uany4r3 r<Aa ,gins
<br />@ 12.5" D.C.
<br />A �N
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<br />ANCHOR NOTES:
<br />1 ANCHOR SCHEDULE APPLIES L PRODUCTS Ci". CERTIFIED HE BUT Y LE L TO ROW SC REIN U ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING! MAXIMUM ALLOWABLE 5.: NS AND PRESSUfIESINDICATED
<br />PA
<br />IN SPAN SCHED LE5HA LAP LY. U L P
<br />2. ENTERANCH�i SC/IEWLE BASED OI4 PANEL FASTENE0.5PgCING, THE'EXISTINGSTRULTURE
<br />MATERIAL,aANCHOR TYPE SELECT DESIGN LC/AD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUA L 70 SHUTTER SPAN.SELECT
<br />CONNECTION TYPE BASED ON APP0.0PR1ATE MDU NTING CONDITION SEE MOUNTING DETAILS ON
<br />C
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />3 PANEL FASTENERS" ARE STUDS USED IN CONI UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />°F' TRACK57UDDED ANGLE ETC USE 6.25° O C PANEL FASTS ER SPACING I R UAL G DR
<br />1 E N E UE F
<br />ALL H" AND U" HEADER (INCLUDING BUILD UT CONDITIONS).
<br />S P
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WRH MAfVUFACrU RERS' RECOMMENDATIONS,
<br />S. HOLLOW BLOCK HOST STRUCTURE 5MALL CONFORM TO ASTM C90 BLOC K
<br />6 MINIMUM EMBEDMENT SHALL BE AS: NOTED IN ANCHOR SCHEOULE
<br />7 MIN -MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK,,ANd OTHER WALL
<br />SHES"V L N FINI !AL FI I5HE 5HRLL BELIMITEDTD:L4"M11'XOR SHALL 6E VERIFIED BY OTHERS :TO
<br />ADE UATELY TRANSFER LO0.DSi0 HOS'STRUCTURE. Q. T
<br />9, CONCRETE ANCHORS E IN:SHALL BE " DD® NOT D HERE EMBE i0 UN CRACI�D CONCRETE ONLY,
<br />9. WHEREEXISTING STRUCTURE IS WOOD FRAMING, EXISTING CON OMONS MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE 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 SMALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4" (MIN.) WOOD. STUD ('Y4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" G-0,55 OR GREATER: DENSITY. LAG SCREW
<br />IPS ANCHORS HEAD ARE: DEWA:HEAD,
<br />SHALL HAVE REMOVAPHILBLE
<br />I.J.RfMDVABLE ANCHORS ARE: REVIAL7 PANELMATE, ALL -POINTS -SET fl BRASS BUSHING,
<br />L2. NE SCREWS HAVE -" MINIMUM ENGAG E TRUrS HEAD I, T DF MACHOR INE ALL A E if2. EM N THREADS IN70 THE BALE
<br />13 CHMINtIMUM EMBEDMENT AND VE ErrHER AEDGE DISTPAN ANCE EXCLU DES STUCCO OR OTHER WALL FINIISS-H�ES.�N O.
<br />14. ® DESIGNATES ANCHOR 6.OFIDITItDNS WHICH ARE NOT ACCEPTABLE USES.
<br />15, 31c EAR IT MOUNTING CONDITIDN6'•
<br />16 LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET.
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<br />ANCHOR: PRESSURE
<br />TYPE P
<br />Ps
<br />TIP ID Ii-II'
<br />S,pnW TIP Ili R':-N'
<br />f:YAN U'ID II 11"
<br />OONN.rYP!
<br />Gt t3 C4
<br />CONN TYPE
<br />CI C2 [3 [4
<br />DONN TYPII
<br />CS G G4
<br />z a
<br />ur uz'ENBEO 33
<br />u:REYr 41
<br />n, /B
<br />52
<br />72
<br />12S
<br />160'160
<br />309'
<br />12,5'
<br />16 4
<br />560 7
<br />12 5
<br />1 0 S60 bS"
<br />6
<br />1 2fi
<br />]6 U'3bD
<br />BB
<br />12.5'
<br />SGD
<br />15 1
<br />D IS
<br />1 3
<br />2
<br />e
<br />1 O 3A8 BO"
<br />125
<br />I40 160
<br />7. S"
<br />12.E
<br />164
<br />147 60
<br />125'
<br />760 ]41:6'9"
<br />135
<br />iY5
<br />16,0'16O
<br />3fiD"14T
<br />69°
<br />8.0
<br />12: 5'
<br />12.5'
<br />160
<br />16- O
<br />14]" 60"
<br />1 - fi0^
<br />4 T'
<br />125'
<br />325'
<br />16 14 T' :0"
<br />n 6
<br />1 0 14 "6.a"
<br />fi ]
<br />�
<br />3
<br />4i1 x i:1f2` 616[D 33
<br />1YOOD SOREW ell
<br />48
<br />5Z
<br />7Z
<br />4° x 1- A^ CN0T0 17 1J 33
<br />TAPeRry `GF0.S' 41
<br />y 4M
<br />T 52
<br />T2
<br />125
<br />i&0" 160
<br />30.3
<br />12:5
<br />16-4
<br />t21" 7'0"
<br />12 S'
<br />160 109" 62"
<br />125
<br />ICU' 141
<br />81"
<br />12.5'
<br />160
<br />97' S 6
<br />12 S'
<br />7" b '
<br />S60 9 6'
<br />i25
<br />125'
<br />12 S'
<br />125
<br />160" 12.0
<br />Sd.O" 113"
<br />ib.d' 9.6'
<br />14:0".1b0
<br />7D
<br />64"
<br />5 6
<br />12:5
<br />12:T
<br />12.E
<br />12£'
<br />5
<br />169
<br />1bD
<br />Sb 0'
<br />164
<br />9:6' 66"
<br />9.d" S.6'
<br />R�4" 5 6'
<br />LY,S"4"1D.2':
<br />12 S'
<br />12,5"
<br />3.5'
<br />2
<br />6.0 9.6" S6"
<br />Ifi O" 98° 5.6"
<br />0" 9.61
<br />36 S�6"
<br />6
<br />X 25
<br />16 "133"
<br />Q
<br />i2. S
<br />1 64
<br />92"
<br />72.E"
<br />160 9.2"'
<br />12 5'
<br />!b 0" 11 4
<br />12.E
<br />16 0
<br />4 1"
<br />32,5"
<br />36 0 9.1"
<br />12.E
<br />125
<br />Sfi IX.' 10.E
<br />1fi0"- .1'
<br />4
<br />12:5'
<br />12.5'
<br />150
<br />1E 0.
<br />9.Y"'
<br />91'
<br />O'
<br />�F BED 33
<br />nil POnRA`1S' 41
<br />trOOD BUSHING 48
<br />52
<br />H'1MRW T2
<br />125
<br />]b 0' 8.6
<br />73
<br />12.9
<br />SS b
<br />60'
<br />38 5
<br />12 5
<br />1fi0' 1.0
<br />3.9
<br />12.5'
<br />32 5
<br />4 8' 91
<br />0.23"
<br />4
<br />12 S
<br />]5 4' S.9'
<br />S.0"
<br />6.2E
<br />12 3
<br />4 7" 4 0'
<br />6.25"
<br />L2.511 -
<br />14.2' S.5
<br />4.7•
<br />6.2E
<br />12 3
<br />4.7" 4 O^
<br />625'
<br />8.2E"'
<br />12.3" 4.7"
<br />a:25'
<br />12:3'
<br />4.7" 4.0"
<br />6.25"
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<br />SHEET NO.
<br />SH 1.5
<br />
|