|
EZ1/18,
<br />EZ 1 W/ 18 ANCHORS
<br />--. - _ (SEE SECTION EZI 6. ALTERNATIVE 621W ON SHEET---1I
<br />�iMDR. �13- NXPX -
<br />' Mh ^ Ibn
<br />`)NOTE 2)
<br />16•e ALUMINUM
<br />tK r IF PANEL TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />_ - w4ET
<br />_ _ _
<br />1/r O O O O O O O O O I PRONGED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />` TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />All I
<br />AT 2 PER
<br />NOTE
<br />. .T
<br />of 'L' (t) . E-Z HANG STORM PANEL S'STEM
<br />(ENO PANEL) (INTERIOR PANEL] (INTERIOR PANEL) (RRER)OR PANEL) LEND PANW L6Ut I CONSISRNG OE PAN L . Caxll TRACKS TOP & BOTTOM.
<br />SEE NOTES 3. 4 I I I SEE NOTES 2 3, 4 6,_D, f1). END PANELS SHALL AUNA�5 BE CONNECTED TO BCJTiOM TRACK
<br />OTHERWISE A STOP BAR (� SHALL BE PROVIDED AT TOP OF SUC'+
<br />t. klaz
<br />PANEL LENGnI PANELS.
<br />too AK,
<br />(3). ifEND PANELS ARE CONNECTED TO BOTTOM CRACK, CONNECTION
<br />• I • _ L-___..) SHALL CONSIST Of 1/e#-20X3/4' M.S. W/ 7/3`Dk3/32• W'NG
<br />170) PAI/fl.S W/ NUT OR 1/4YN3/4" Min. THUMBSCREW INTO TAPPED BOTTOM
<br />1/N-20.1'
<br />S.S BOAS W • EA ovEm.Alr . TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />(9E SFCTIO14r APPUCADW EXTERIOR FLAT FLANGES OF END PANEL.
<br />l I I I i 1 %
<br />a (4), Ui CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />.
<br />TTT ��� AT CK MUSING SPECS
<br />CONNECTm13AR IS �O UBOTTOM
<br />PANTRACELS SMALL BE TRAED
<br />1
<br />INDICATED ON NOTE ((3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />J_L�JJ_LLJJILLJJ_L�I J1LL1 LIJIL1JJ_L1JJ1 LJJ_LLJ `J PANELS TO BOTTOM TRM]c MAY OCCUR AT ANY PANEL LOUt10N.
<br />3• MOX ,_ SIX MITE 4- -- J r Ilex.
<br />I' Mn SEE 7, 11 To. t INSTALLATIONS ONLY YAUD FOR WIND
<br />NOTE 3 �JW/®1 - SPEED UP TO 170 m,P•h.
<br />- - ..--'-(SEE SWION E21 4t ALTERNATIVE EZIN ON SHEET 18) - - -
<br />EZT/18,
<br />EZ1 W/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM (t)
<br />SCALE: 3/32`-l"
<br />I/C Mo. aw
<br />2.667IMN OVERLAP
<br />\'�`�1 �1 wQE MY1EY)
<br />wYl w
<br />SECTION A -A , NAa1MMNININ �
<br />SCALE3/32'- 1' Ti(�/j✓
<br />�yts`'.�E,A!�:
<br />'•. +P FLORIDA BUILDING CODE Non High VelocityHu Icons Zone
<br />�f•�Q?;•'
<br />= P1ruD nLRL•a YK 24 GAGE GALVARrIM STEEL STORM PANEL
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<br />eENGINEEPING
<br />ENOINEERINO EXPRESSR
<br />PRODUCT EVALUATION REPORT
<br />September 15. 2020
<br />Application Number 17MG 1 - R2
<br />EX Project Number 20-31543
<br />Product Manufacturer All American Shutters and Glass
<br />Manufacturer Address 1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name 8 Description 24ga Galvanized Steel Storm 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 />Department of Business and Professional RegulationBuildi Commission Rule Chapter
<br />Dee u
<br />P (Floridal rig ) Pt
<br />611320-3 005. F.A.0 for statewide acceptance per Method 1(d) The product noted above has been
<br />tested and/'or evaluated as summarized herein to show compliance with the Ftonda 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 product shall be required following pertinent Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />PRODUCT EVALUATION DOCUMENTS
<br />EX tlrawmg R20-31543 Btled'NOR Galvanized Steel Storm Panels (HVHZ 8 Non-HVHZ)' sheets 1-5
<br />prepared by Engineering Express, signed & 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 per test
<br />repon(s) BBT-ASG-17-001 by Blackwatei Testing Inc
<br />Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 lest standards per fast report(s) BBT-ASG 17-001 by Blackwatei Testing. Inc
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural eng.'n= cakukThons have been prepared which evaluate the product based on
<br />comparative and/or rational analyses to quality the following design criteria
<br />1- Maximum Allowable Spans
<br />2 Minimum Aflowable 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(066) 396-9999
<br />TEA140ENGINEFRINGEXPRESS.CO04
<br />EMGiNFER1MGEKPRF6b.COM
<br />ENGINEERING
<br />Page 2 of
<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 lot Installations outside of wrrxf zone 4 and essential facilities
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced In previously listed lest reportisj. and is
<br />accounted for HI the engineering design of this product
<br />Wind Load Resistance
<br />This product has been designed to resist Wind loads as Indicated in the span schedule(s) Gn the
<br />respective Product Evaluation Document (i e. engineering drawing)
<br />installation
<br />TITS product shall be installed in strict compliance with its respective Product Evaluation Document (i e
<br />engineering dIawlng) along with all components noted theein.
<br />Product components shall be of the material specified In that products respective Product Evaluation
<br />Document (I.e. engineering drawing)
<br />Limitations 6 Conditions of Use:
<br />Use of this product shall be in strict 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 loads 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 product's respective anchor schedule shall be designed for on a site -specific basis by a registered
<br />professional engineer
<br />All components which are permanently HInslaReel shall be protected corrosion.
<br />contamination. and
<br />other such damage at all times
<br />This product has been designed for use within and outsde the High Velocity Hurricane Zone LHVHZ).
<br />Respectfully.
<br />Frank Bennardo, PE
<br />ENGINEERING EXPRESS"
<br />YPE(T0465491 Cen Autll 9885
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM $ EENGINEERINGEXPRESS, CON
<br />ENGINEERINGEXPRESS.COM
<br />INSTALLATION DETAILS FOR
<br />SERIES
<br />2000 E-Z HANG
<br />STORM PANEL
<br />C1i
<br />INTO POURED CONCRETE CONCRETE
<br />BLOCK AND WOOD
<br />STRUCTURES
<br />ft -- -
<br />i
<br />Ex13TING IroIMEO
<br />= - 'I
<br />j _ _d01iCRETE OR
<br />V
<br />I:1•0 TA➢CON
<br />CONCRETE BLOCK
<br />I
<br />ANCHOR • 12" O.C.
<br />REOUIRED.
<br />�%'
<br />O
<br />1•� �j_" ft:;" HEX HEAD TEX
<br />1/4'o TAPCON
<br />D.C. -.. SCREW INFROM
<br />BODD
<br />R� 'D
<br />'. Jt1Y1' HEX HUD TER
<br />- EN •4' FRW
<br />ANCHOR • Ir
<br />/ EDGE OF ff
<br />^
<br />EDGE OE 1
<br />EDGE
<br />I-
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<br />�• ,
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<br />It I` [ -I
<br />R-SEPARATgN
<br />EXISTN,G M 10 GULSS. = I _ '/18i
<br />POP
<br />-�'"S":•�Y��.��•-SEPAMIN:w
<br />I" A
<br />, �
<br />POP
<br />a11JL55 RIVET
<br />GLASS + TO CLASS.
<br />i ' N&TT
<br />ToI '
<br />IJAX•
<br />B
<br />i MAY,
<br />PANEL LENGTH ♦
<br />is�-
<br />It
<br />"1 PANEL LERCIN /
<br />.V G
<br />I
<br />i' IIrN (
<br />)
<br />p I. Nlln.
<br />4.6 10X2
<br />TO
<br />INI-- TOP �
<br />OF
<br />Will
<br />E , ._1/4' UP -L
<br />1
<br />BSCREW
<br />1
<br />Vr
<br />%
<br />t/4•e TAPCON ANCHOR
<br />r
<br />.0 O.C.
<br />EXISTING POURED
<br />TAPED1N1
<br />, 1 �
<br />�',
<br />_Vile'
<br />ANCHOR ODC CONCRETE OR
<br />1
<br />- CONCRETE BLOCK
<br />___-. A.!__i_L' -.
<br />RDOLOy
<br />REOUIREO
<br />WALL MOUNTING
<br />WALL MOUNTING
<br />SECTION EZ1
<br />SCALE 318-1"
<br />ALTERNATIVE
<br />E21W
<br />SCALE 3/a-1-
<br />arraYllYFaaa+
<br />3.
<br />• ✓ gs
<br />''vCENSF' •.9 $
<br />FLORIDA BUILDING CODE (Non High Velocity NUT
<br />Icons Zone)
<br />$: W MIN. PANEL LENGTH
<br />D. 441
<br />ota]D rKI¢o. Mac
<br />24 GAGE GAIVANREp STEEL STORY PANEL
<br />rP.
<br />I INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6"
<br />*;• ,k ; t
<br />`A- e,
<br />PRESSURE RATING +/- 40.0 v.sf AND 8'-0' MAX
<br />PANEL LENGTH.
<br />.�1
<br />STATE 0
<br />-
<br />I L E C O i N
<br />D \ GLOBAL PROTECTION PRODUCTS• LLC.
<br />oi/nl3an9
<br />>w2
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />��:.
<br />�OR10
<br />rro A Elwin<coMr�Nv
<br />.eoD sN s' naNn
<br />TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />RD 1aPr a w a
<br />0aY[. rl wl♦
<br />°'a:'°]aa)Y6P-tSa3. ru
<br />20-175
<br />MEMBERS
<br />DENSITY OF Q55 OR EQUAL.
<br />S/ONAL ENSW
<br />NNA �+/SRoaa1IAR'lDAR
<br />Yn..r..rs.P
<br />a--:;mT 19
<br />(Y].)EeY-n97
<br />IYL rc
<br />]IMn rN a to
<br />X 519 CJ �,
<br />MAXIMUM ALLOWABLE F,R
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />-.•r
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ
<br />DESIGN PRESSURES
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: I SCHEDULES
<br />a N
<br />WIDTH UNLIMITED sP]
<br />(PERP. TO PANEL SPAN!
<br />FOR USE AND NEGATIVE DESIGN PRESS CALCULATED
<br />FOR USE WITH TNIS SYSTEM SHALL BE DEBT ITH EN D PER
<br />SEPARATE ENGINEERING IN ACCORDANCE WITH THE
<br />R p
<br />f IFlI a S�
<br />I
<br />TOP MOUNT (CONK
<br />TYPE 4S AEQ'D) 9EC71DNS
<br />-F-- OPTIONAL Is'-20 STITCH
<br />BOLTS WITH WASHERED
<br />GOy ,V.1 CODE: PRESSURE REQoUIREMENTS p5
<br />DETERMINED IN ACCORDANCE WRH ASCIE7 ANO CHAPTER
<br />OR OF THE RORIDA BUILDING CODE SHALL BE LESS THAN
<br />PR EQUAL TO THE POSITIVE OIL NEGATIVE DESIGN
<br />PRESSURE CAPACIiT VALUES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWNWINCN.
<br />wlTi u Y a
<br />a -
<br />c A
<br />OVERLAPS O MIDSPAN iUSE
<br />w � ^• APPROPRIATE SPAN TABLE}
<br />GENERAL NOTES:
<br />L1'ny' w
<br />g
<br />3 � �}
<br />PLAN VIEYf
<br />di
<br />O
<br />a d
<br />RD.156•
<br />ua
<br />I THIS SPECIFICATION HAS BEEN DESIGNED AND 5NALL BE FABAJCATED IN
<br />ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA aVILDIBG CODE
<br />SEVENTH EDITION ((Z02• FOR 115E iNS10E AND OlfI510E OF THE HVHZ: PER
<br />TAS 201, 202 AND 1031 5T PROTOCOLS. CONTRACTOR SHALL INVESTIGATE
<br />AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY
<br />APPLY , WSW N CRITERLA BEYOND AS STATED HCAEIN MAY REQUIRE
<br />ADDITIONAL SITE -SPECIFIC SEALED ENGINEEAINGL
<br />2 NO 32-t/3% INCREASE 1N ALLOWABLE STRESS HAS BEEN USED 1N THE
<br />DESIGN OF TNIS SYSTEM:
<br />N ul k' M
<br />W
<br />, 'd O
<br />���,,,
<br />In
<br />- \
<br />/
<br />1 •RC
<br />BOTTOM MC41Ni \
<br />(CONNlYPE \ 1
<br />\
<br />REQ'D} RID391,
<br />0,375°
<br />MAYBE ATT `"l•
<br />a BOTTOM
<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />1 H T ELENATTON
<br />TOP I4OUNT
<br />(CASK TY LmAX
<br />[SPAN ABOVE
<br />PS RE 'G Q ) ucno4)
<br />BOTTOM
<br />WNT
<br />j m (CONN TYPENON-CRACKED
<br />a plarPFQ'p)
<br />a `
<br />E¢O -OBSTFtUCT11DtJ
<br />6 (LOCATION MAY VARY)
<br />JjA
<br />3. THE Mb HITECTJENGINEER OF RECORD FOR THE PROJECT
<br />SUPERSTRUCTURE WITH WHICH THIS oESWN IS USED SMALL BE RESPONSIBLE
<br />FOR THE INTEGRITY OFALL SUPPORTI NG SURFACES TO THIS DESIGN WHICH
<br />SHALL BE COORDINATED BY THE PER KTTIING CONTRACTOR,
<br />SEPARATE S PCCIFIC' S ❑ ENQNEEWa SHALL BE P - U I
<br />OROERM DMA ON LOADS ELECTIONS, OR SPANS CpNr;VeDD D
<br />T
<br />HEREIN. C0N ACT THIS ENGINEE� FOR ALTERNATE SPAN CALCULATIONS AS
<br />MAY Be Rlqunae0..
<br />AND GOES NOT P WOE-
<br />6 THE SYSTLM DETAILED C SrnH 15 R SITE
<br />INFORM ATtOH FOR A SPECIFIC SITU MR SRE CONDITIONS ODEE NT FROPI
<br />THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR RE06TERED
<br />ARCMR6CT SH ALL OREPARE SITE 9PECiF1C OOCUMFMTS TOR USE {N
<br />CONJUNCTION 1YITT1 THUS DOCUMENT
<br />6, DESIGN ARE BASED ON MAXIMUM TESTEDfz`
<br />PRESSURES DIVIDED R SSLBYA NOTED SAFETY FACTOR,
<br />7. ALL FASTEN SAS TO se Lo OR GREATEksAE GRADE 3 UNLESS NOTED
<br />OlTi E0.1YI8 E. FASTENERS SHALL BECAOMIVM-PLATCD OR OTHERWISE
<br />CORROSION -RESISTANT MATERIAL AND SHALLCOMPLY y(ITN "SPECIFICATIdIS
<br />FOR ALUMINUM STRUCTURES'EECTION 138V THE ALUMINUM ASSOQATION,
<br />HNC, & ANY APPLICABLE FEDERAL, STATE, ANOMR LOCAL CODES,
<br />B. ALL STORM PANELS SMALL a E 1+GA STEEL IW0.024'
<br />9 PANELS SH FO Ali]] TRU UM ll TY
<br />STORM NELa ALL CON WI H ASTM s .1 LQ P..t
<br />STTSL G60 GALVAIDZLD COATIr1G WITH A NININVM FY -4o.1 K61,
<br />6HALLa 6D4}T6AW ALUMINUM 7a10Y.
<br />E
<br />UNLESS NOTED OTH FRAYLSE.
<br />UN ALLOTEDOV OTHERWISE.
<br />RCMANG Ly AS FIELD
<br />It. O TO° 4 4OT'TDM DETANE SHOWN MAY MOUNTED
<br />t1TN0tT1UNS DICTATE PANELS MAYBE MOUNTED VERTICALLY 0R
<br />NORI20NTALLY AS APPLICA6LE.
<br />] 2. CONCRETE ANCHORS NOTED HEREIN SMALL BE EMB®UFO Tp
<br />CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />MAN UFACTURERS RECOMMENDATION$.
<br />13. THE CONTRACTOR 15 RESPONSIBLE TO INSULATE OR PRICTECTALL
<br />MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS,
<br />14, BKTNECR SEAL AFFIXED HERE TO VALmP.TES STRUCTURAL DESLSCi AS
<br />SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, ant. FL
<br />IND "Mil E5 & SAVES HARMLESS THIS ENGINEER FOR ALL COST D DAMAGES
<br />INCWDING LEGAL FEES&APPELLATE FEES RESU LTING f0.0M MATFAIAL�
<br />M NAT RUALD
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<br />Iln6X
<br />BOTTOM MOUNT (MPJN
<br />(SPAN BELOW
<br />TYPE AS REQ'b) OBSTRUCTION)
<br />PANELS MAY BE NOTCH EDAS REQUIRED, OPTIONALy,L'-2D STITCH
<br />PROVIDED THAT CONNECTICAVS AND BOLTS WIT H WASHERED
<br />ANCHORS ARE USED VIWCH SATISFY LVINGMJTS FASTENED S
<br />SPANS ABOVE & BELOW OBSTRL VION. OVERLAPS O MIDSPAN (USE
<br />AP14Rd%RIAT SPA@(TABUQ
<br />FABRICATION, SYSTEM ERECTION, & CONSTRU(`RON PRAG THAT
<br />WHICM 15 GLLID FOR BY LOCAL, STATE, & RDERAL COOK 6 IRON
<br />DEVIATIONS OF THIS PLAN.
<br />IS, IXC®T AS EXPRESSLY PROV7DE0 M61llN, NO ADDIITONAL
<br />CERTIFICATIONS OR AFFVWTTOFS AREINT WDW
<br />le. ALTERATID4S. ADDITIONS. OR OrN6t MAg1ON6 TO TKS DOCUMRrr
<br />ARE NOT PERMITRD AND DIVALIOATE THIS CERTIFICATION
<br />17. PANELS SMALL BE PENMAN ENTLY LABELED WITH A MINDIUM OF (1} LABEL
<br />PEP EVERY 30 FEET, C.T.,NGTH,.L,.,ING,NFDRMAT.N:
<br />ALL
<br />WEST PAIN BEACH, P_IRS AqD GLASS
<br />L MRIDA'PRODUCiZOZ . TA 203L HUMaER
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<br />site:
<br />r
<br />VISIT ECALC.I0131543 ■ $
<br />rote oPx_RI__rr:eK,.
<br />VERTICAL MOUNT ELEVATION
<br />"'"'_I-' Rc'T' '
<br />2 NOTCHED PANELS
<br />4 M,f _A!F\- A AAx Y^li!tl_}YI
<br />ea ■
<br />Hot 'aAX'Y1Mrau*�RFF,IaEPRn4lewLrrcn
<br />1 Ni,S� ELEVATION
<br />r ADI31MNmo. rc
<br />A D +os6s4D
<br />-�
<br />w } 2,z^ G.a94^
<br />ofio� z 250•• ,Y4 3vsiuu X _
<br />('22D94. Q O,75D' Fv 'MJzh ALL:. .625"
<br />16 gO.i394' S DlzsYR, o$ IS GA
<br />25 E
<br />�- 7YP,W Z
<br />1� L-,09A"T.12d' :D94" n TYP -
<br />-0,3 0.094" Fv 062" _ I ri L Fl 8 D
<br />1830" i,93o° n0.(162" 0.062" �L.--g,p52 ,375A ~ .-J. TO-l73` EIFFn++ � n
<br />1 -R z.Doo• I.-
<br />L35 217D0°-•I720�° .250' -I 1,000' (- �I 2.000' I-- 7YP r3=1 (�y5
<br />1.180" n'N' HEAOEg • LD-cur V HEADER /r�AN61E CEO ,F-PNR OLOSIRF /-\SHIM ANaE �<,� _ IT
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<br />I 1.51 1.560"I--11.56(1" 510 0,365"-y 31 5• 0.376^ �I-04gZ" j•� 0•'S1 p^ '.�( ; X U
<br />~ E 0.179"-11[655` 0,19}f-I Ir0.655" 0.3T6"-(M^655 0950" L.007" -
<br />U.500" PANEL COVERAG 0'l�6' W CCC
<br />14,875"PANEL LENGTH N M Ip#iC0 FU.545"I O.S24.150" 0.250"10.050" a 00
<br />u11a GA PANIL ly V I'' NAYEeCTIO
<br />E N 0.085"
<br />0.090, T��OD9D" p. ww.vFu 0�215• L500 0.710' RO.13S ,3DS L,y
<br />TYPU:rTT
<br />m SULD--OJT Y IRA GI( n"F" ipACN B ' P_ TRAM D.090" WNrdllT 0,957• V)
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<br />37
<br />1k L.IM:'a•+AA a ( 0. L90'-'„ II' ia55° 2E
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<br />24 GAUGE PANELS. PANEL FASTENERS. 12.5' O C.
<br />+ , aP' m -M : u L � •-P P.w. >k' YfY `r-^ -lit
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<br />a - • - )� uAFlI:EB &Ndvw,Lr l•ad•r D' (r- O' 2r zr 2S 2r 2r O• 21" 2S' 2B" inLL 1f E DO60, sI TYONOR FRLIlYRE COYM TIT[ C•11■TC, WNa TY►[ �^
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<br />T- Iyt ,p„ ' 3,'19 a1•]7P CMOm L 12.5' 160' 14:•' 9.9 12.5 ]fi3O" 10.2" 6.8" 12.5" Ili, O' Al' &1" LA°p2^EMeED 13 L2.S' 16.0" 11.0" ]e9 12.5' 16A" 16,0" Is' 12.5' 16.0" Ib 6.T D Z" YF
<br />:ay•+a T; '�•�wSL t�',I ''. ^Z _ffi Z4 GAUGE PANELS _.. _ -_-_.. h5831u0 Y•der ZT 3D' a• 17 ]P 2S• JO' 77 WW QI¢'g • OEYI.4T UryTtAC011 5.5' 12.5" 16.0` 8.1' 5.5" W `9
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<br />iFW_W. ;:. ' I <ylg >? IA 12.5', Modas ' 93" 6.3"' LE" 14D" S1" 3.4• 125' 16.0" &1' s4" „ :, ° .. :. .: ..
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<br />fi 61AxIMUM ' •114 i I/2" EMI1Q,
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<br />7D" ST W 1aL- V+" a N 33 12.5 I6.a 36.0 16V 12.5 ] 0 S6A" 120" 12 S" 16.0" 13 4" 10.7" 33 12.5' 1fi.0" 16.0" 30.1" 12.5' 16,0" 11.1" 7.0" 12.5' 16.0' 10.8 6.2"
<br />I ; �! 41 12, 5' 1fi.0" 16.f7' ]3,9" 1 .5 v,0 121 9. - 12, 5" 16,0° .0' 9.6" �. E' "EI 1
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<br />p - !i` zoti- w+'wu a rwt'-,• 2 "`-r"n.`.a it .', 'n� PRESSURE SPAN IImAYI TFA@19V ABOVE GRADE THAN 30'MOVE GMOE -F TYCY 2!' 24' 24' S7 4B" SD' 2➢" IB' 21' b' ]P 53' ow S2 i2.b" 16.d' 1. 7TY ]3 B" ]1.0" 12.3' ]6.0" 119 9.]" 12.5" I6,0' 31 T' D.3' Ili L2.5' 16.0" 1L0` 7.0' 12,5' 16,0' 9,6" 55` 12.5' Ifi.IS" 9.6" ,
<br />b 11 .LA3312?ay,4•C- r _ 1 DJ (P¢) Ip - �" 11 L25 160' SI.i 64 11.5 50.0 [0 15 12S 10.0• PQ S6
<br />- ♦ -ie 330DM GAG in i 1.16M 'C Track 2C 2C 16' 6S 1' 2B' ST 3T ST 13 12.5' 16.0' 9,5" ILI" 16A" 13.9" AS" 12,5" l6, O 1 ,•
<br />B> Ml v r a •Ot rFK £` 1,rT.0 , nit S 2x. c. „ _ I 1PANi SsgWN 1.ENANF MINIMUM ALlQNa6E 5A•N5 K9e)ON ANY CDMiIMnPOf NDUNr130• 11' 3T O ,�yi IOINT550 LIO SD D•]BO" ]6.0 12 3" Ma" MI" I3.V' 12 1" M.- S4 O" It.9'' � 72 12, 5' ]0.0" 60" 5.6" 12.5 1>,0 1,5 56" 12 S' S4.0' 46^ 5.6„
<br />11.9" 0" 1L0 D 5"9L6V
<br />T7 I1.-"' In !d6 190.OM 6,OBM ~- 216M _ > YaNlt ltNOfrK LtS9 r'Mh nN3Rt Np7ED IN F4B1t aBOVr Wf NOr LM.v..0 - _a�:� 41 12,5 16D']6.0' is.6 12.5 toe SLQ L0,! 12.J 16.0 123 10.7' TAP CPH-Cr-A58[D t1 11.5" 160"IL.3 1e5" 16,0' ]25' 16.0 9.2-
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<br />•iJ& 136 A 6A6In L16A LLYeIABLF Q 4B 12.5" 1&0• ISB' ]3,3 12 5 i6 a" 125' 146" 12.5" 1&0" 12.5" 106 AB SZ.S' / 12 5" 16A" 9 L" I2 s 16.0^ av
<br /><A 2 x0 SCPADw3iDN MOM .]V55 v PJ!OVtIMD WRN PANtL ,EN4T.,S 1WFATtA lxMN n,AT NDTtL Wit J _ 52 12.5' iH 0 10 5 12.5" 160' 9.1" }2 S' 36.0" 9.1'
<br />°'• R -1 JJ ♦ 4S 1bAM GAS In 2.16in `�C q. S2 12.5' 160' 344" 12,Y 12.9 16.0" 12.5 1D 6" S25' 16,0" 125 10.6' O
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<br />*SS l06 6 M - 6.M n 235 M Awues rD eorM:1 a IM wrt•aur sma eDLrs ••10 a as. a eOrN WHIN P•rFn $ r A
<br />rAaLt 9 ONCHI I IN+FAM _ I MwAI 12 ]" Too. 1 0' 11 i" 773N T Ste' FMB® ]2 LL5" 16.V o,6 7.]" 1 .S' SS,S' 40" 5.3• 12, 5' 7.8" 5.3" 4.5.•
<br />f' -.... - -_ USED WnM eUaiKN1r YMHMnrrG Cb•maa&4epaReD SErw.i{ON fROM OLA55 SYWl trNA Dfr•11'F - l/a P=Ytl•wNHI 13 11.5' 1b ']6. ]6.0 12 S" li D' i&0' la 2"
<br />1^ + 1 FILYHIt 41 12, 5' 10.d i&0" 16,0 12 S f0,0" SS.7' 11 a" 12.5" 10, 0' 176' 111" Nn FnINIti P9A4P 41 16.0' T 0" 3.9" 12.3" 12.5" wrt: m
<br />F 3' a raiti
<br />rj•60 61.2 n 6D9 n 253 N, wsrNYcas G .2 OA iS o.c Z
<br />• ,. + Itr- 1 Lveilr✓::' r_L. _ O n S. Y4NMSr4r Q - 125' 180"ISS' k11" 123" 16.B•3i3"St 2" 1Y0004(15NRIC i6 t2�5' ]5,4" 5�9" 5.0` 8,25'12, _ .r.aa A�Ir:MIA�iE g�,�[{�Qyr 1- ram„ L:h1f •"h-_i1, s < .3 • Y' _TUG UNONVYI E II I Or ME 6PrtONN TOP OY Bprr YINQ $MptS PIA 49 '12.5" 16 0 16 L 14.1 r
<br />f.. i'r r, HOUN�Itn; EXFRUSIOfb c f t:t'X11Ct xa 1•� fP^'+ F- a Yt 1/lob 59Ain &S1M 2.T2M OPENING IPMa Pfi•11 YLIa>JNO AMY NDnYITIFG IANDmaI rIMINN Vf i14eE RAINING. - X 52 12.5' 76,0' 16,0" 13.G 129' 16,0" 15.5' 13, 2" 125" 16,D" 15,$" 1k.2" .I. 52 L1.5" 1J 2' S.5" 4.1" 6.35' 123' 1.7" a.0• 625" SZ.3" 4. Y' 10"
<br />i YLt L- ( p T' p�p�� �N
<br />F N- ur -, c ,) a` R�Ii�LarL".Fv n„`t''t nu'' JY�CCILIINi/BOOR MOUNr JCRtON IF w ry ALL Y Ep a/71 CAM 611M 29611r { ¢, VJ; 72 ] ,S' 36,0" 15.5" ]3, 2' �:5" 1EDGEIDIS 11, 2" 1 ,5" 16.0° 1E 5' il.i" H+11 l2 @25' C j
<br />g rTJNT F,Lfr „T4nJ•.xT Tom, -7' ~ a'� I e, § .p a i e DISTANCE LI.1 a zi
<br />8 .M nF it-.UL L. T 4P11 14 T M-n 1-- a S P [ a < ti < ]/]N'r] INY CNO[D 33 6.25" 10, 3' .25' 7. 1' 525` 64" r < {� y n
<br />I Wl F MII + IIrHXMIH-f:nHN e^,t'1 �t'r •Y , , .rHl -4U-'1 Z - k ^ Z = < IIIYINII IWN.nY 41 6.]5' 8.I' ANCHOR NOTES:
<br />_ aryyD r¢ 1- f¢ F 49 6.25' i
<br />Jr 3ISTPL CC•Gi H i. K'[]l.j Rl•1,� - u. iKW .<•,e R;E`CTvrutv.r_a.:: NyY _ + °� = x j' o f - q.,�� sz az5• 6s^ ? n j a G "�•
<br />WALL MOUNT&ECr101A JPMx rA-y. InA-Irn".-alcovra tom' •061.1>M.l 51Tw1+tt- 1%7 `,� �� ITJ�� N M-v�'•w� 72 1 ANCHOR SCHEDULE APPLIES TOALLPROWCTS Lt92TIF1ED HEREIN, BUT ONLY PROVIDES ,n L9 oDo
<br />{�' �'� '"-ie'�1a' _ >✓ - v- _x.-tl rTu•I' Dvxt45i_ruroxw_It� IT �D SPAN SCHEDULE NOTES: Z� v o / MAXU9UM ALLOWABLE ANCHOR SPACING. MAXI MUM ALLOWABLE SPANS AND PRESSURES INDICATED Z €y �C
<br />•,rr7er con Z.a� r g IJ••a l.rJ4•IMmu » 12. 166 6.5" 6�'6R5 1 x Los°� r�• IN SPAN SCHEDULE SHALL APPLY r R
<br />:( ,7S �✓-:+: wo 1- ''? „ IL IIPr: x:Ll+ t -L L ENTER SPAN SCHEDULES WITH NEGATIVE LAs r PANG InsTALun 31 o InpM l NAaxiN 41 ]2.5' ll. y.
<br />'=' DESIGN 1040 B PANEL FASTENER SPACING i0 rROM iNRRiDP 3 < 2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE 333
<br />gfZ4.r. bP DI ❑ 48 IL25' 11"' 425 93 B.JI 9.3"
<br />Y' 3 xYa' S 0. £Ili Rt mWFErrrIN 3 - b2 6.29' IOC'- b Ls.' S.3" 6,25" 9.3" MATERIAL, & ANCHOR TYPE. 56= DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />STYtZ -a9-].[2' S` HPp' IVI+L MAV WuaY wtI' p DETERMINE MAXIMUM ALLOWABLE STORM PANR CY 3 �••�
<br />.4n1 3•c H rr::•H ., oc_>•T .- LLI 3y SPAN. SCHEDIAE IS ACCEPTABLE FOR USE WITH AOUAOOri LLJ LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTER SPAN,SELECr W O
<br />rl»• a-.n. -n•4 4 ii In 9.3 6 25" 9.3 6.25' 9.3" CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (BEE MOUNTING DETAILS ON
<br />rl-RTNxr:Y✓.A'�. A R n 'lIL 1 POSITIVE LOADS LESS THAN
<br />DR EQUAL ro r m O
<br />IN•rI•U••wnnr }3 12.5' 160' i. J" T3 2. s' 13.+" sz" S.D" ers" u.D' as' Ls" SHEET2FO0. IDENTTFICATIOIR OF (.1T114CtT ION TYPE,•
<br />U RW 6.&TAPCUN 41 ILLS' 11,V' 6.0" 513• &25•' 10.9"
<br />a
<br />Q Q
<br />-°TeE", s nOLR NEGATIVE DESIGN LOADS. i • NII Po n Y• cc'7 Q %- 1O Y 1" s3 sloewAu Apr DY 3. 'PAI•EL FASTENERS' ARE STUDS USED IN IbW UNCTION tYl'rH ALL MOUNTING (71TILUStONS
<br />2. 'PRIVET FASTENERS ARE STUDS l/5® IN NWIA WASH lA wnNGRU' J 4 H ('F`-TRACK, 5TUOPED ANGLE, ETC) USE 6.25" O.0 PANEL FASTENER SPACING TABLE VALUES FOR J ca�7.n RO nTN.i 4TN 1v'll-GI,^"`� HI•W 1�~.T+,�' J 1 ARCANE SCIOw MYU H'01•NOLe 4B It's, 333' S.1" 5.0' 023 IO,)" 4l" 4.0' 6.25" IO. T" 91 4.0" J �-
<br />IFaa. s.niclLlu' sAxr.-5 5 CONJUNCrION WtTH ALL MOUNTING EXTRl1510r15 wit
<br />t r+ 6a •: ''SLY (•F`-TRACK. STUDDED ANGLE. ETC,). USE 5 25' .Sic LN3IDt F+4 Q c # 52 6. 5" 32,3' a.7" 16' 6.25 ] J 7" 4.1' 1.0" &25" 10.7" 4.] ' 4.0 ALL "H"- AND S SHAJLDERS INSTALLED
<br />LLEDNG ACCORDANCE
<br />CE WITH
<br />TLON$) Q
<br />1•:F- t - lebM Lf r rYh�L �,1. n 0 0ad O,C. PANEL FASTENER SPACING TABLE VALUES FOR I B - a _ : � 72 6.25" 10 7" 1.1' 4,0' 6.25 70.)" U. 411. 6.25" 10.7" 4.3" 4.0' II ANCHORS SHALL BE INSTALLED IN AOCORDAhICE WRH MANUFACTURERS' REEOMMENOATiDIJS
<br />CONDITIONS) U HEADERS (INCLUDING BUILD OUT a XL YI�; i IrA^ r ryx• rnnru 33 lx.s" fe o• 141^ 11 s'.' I2 s Se D 9 7 T.e" Ez s' 36.e' a i" 7 D' S. HOLLOW BLOCK HOST S HALL O ASNOT CONFORM TO SCHE UL ELgCK, : ^ !C ge
<br />g a B 1 ALL POINTS SOUR SET +1 12.s' 16 0' 1LT' Ai`. 12.5' ]6 0 7.8 6.3" 12 5" le 0" 7 8' 6,3" 6. WNIMUM EMBEDMENT SHALL BE As NOTED 1N ANCFI00. SCFIEDULE. 31g 1
<br />GG 7 MINIMUM EMBEDMENT AND EDGE OISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL 11n 1 6 :PAarM 3. LINEAR fNiFRPOLATION BETWEEN LOADSIS Y'-20#i'NY00M..o. 5 1`s! " 4a 32S' 36,0" 9.7" 7.a" 12.5' f6.0' 7.7• 6,2" f2.5' 1&0" 7.7• 6.2"
<br />1a1 4 a 1! P, q FJNSMES WALL FINISHES SHALL BE LIMITEDTO l/4" MAXR SHRILL BE VERIFIED BY OTHERS TO ! • 0 a) �J
<br />ACCF3TABlE. OTHER WISE USE NEM HIGHER 104D. SYLaD w! w•wePlD [ 7�, q• 52 12, 5' 1fi.0' &9" T1' 12 S 16,0' 7.7' 6.2" 12.5' 16, 0' 7.7' 6.2'
<br />w1RGNVia i2w Or �ely B?_'S ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE �I
<br />L eL� A, ,r� •rip I.}11-as. •l+m-' N (roxnex,s BvnoN lrovM, 1171 - 12 1,;.5' 36d' 7.7" 6.2" x2.s 36 6' i 3' B.1" iz.5' te.0" 7 i' e.2' 8, CONCRETE AN04DPS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />I eXlsusloN mAOME3 n S -i / yr p 11J•• ..ED 33 12.5' SB V' 5.4" s,9' A2s" 11.J' 4A 4.1" &2s•' SB.3 4.D^ 17" 9, WHERE EXISTINGSTRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD t li 4 f 3 E
<br />GLASS SEPARATION NOTES: h •AFL 1tCyit a NHWMIFApFNAIr 41 12,5' 13.4. 5.2' IH` 425 9.3" 13' 6.25" 9.2" 36" 3.3" VERIFY 7}tATFASTENERS ARE INTOADEQUATEWOOD FRAMING MEMBtRS,NOTPLYWOOD, PAbTHNWG Eft
<br />r -cui"r !-cuwJ z t r 'c" I 6s@YLL I I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE ({ iIF `k• 48 ti: 5' 31 5' a4" 4.1 • 6 25" 9.2" 3 5' 13" 4.2@' 9.2' 3.5" 9.3" TO PLYWOOD IS ACCEPTABLE ONLY FOR 5113E CLOSURE PIECES, >BqI L
<br />�' HV.A.1Y:' O'j1n11 PJ -M3, ly •i MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO &E PROTECT®. t°
<br />a y
<br />T 10. WHERE ANCHORS ASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 0.5tA4L BE L ED IN
<br />tW. �, az sY.Nr, /.4. I 1, :-c.-�_c,•+v r.. a yEY - IWM+n•re Ys� �1� , CAT Rat
<br />t I.: E•T•IP:a. r- R G6• HE2 1. SCHEDULE ISR __ O
<br />WE -EN )ADSIS USE POSITIVE LOADS ONLY. 9(COM "'IAA t ReD'PJ k-'- r 72 e:zs° 9.2 3s" 3.3 &23" 9: x" 9.z" 3]" 1.1" FRAMIN IF NOMINAL STUD (%i"®GE DISTANCE? ACCEPTABLE FGSEMEW [r 0' via
<br />INTERPOLATION &E'TSVEfPI LOADS S ACCEPTABLE, OTHERWISE USE NEXT HIC4H61 ICdHI rnE 4s e1•ea g FlLAMWGI, WOOD STUD SHALL 0E "SOUTHERN PINE" G-O,55 OR GREATESt DEN537Y, LG SCREW �_ 2 ¢C if
<br />LOAD. Xt701r-RUNT t _ SHALL HAVE DFBLLipS PAN HEAD OR HEX FEAR. °�"8M'>I6
<br />a,E f 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL C11NN TwF As K R it V I - LL. REMOVABLE ANCHORS ARE. DEWALi PANELMATE, ALL-POtNfS SOSD-SET & &HA55 BUSHING '
<br />nil Iuf "'Ili � + Tw mM'Ror=wx Ltr,n.-ar P- FACULTIES 1N AST M WIND ZONE I THROUGH 3. THE GLASS SEPARATION L `011 /CWaF w+grL�s aT emrKun wlw slw4SCH L2. MACHINESCREW5 SHALLNAZI 'MINIMUM ENGAGEMENT OF THREADS INTO THE BASE 0lrtgiyOrRUM ax,uwD PE UJ
<br />a ,,, 6_ M u a. T SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE I Ea3Tllaa [ore ETF SPKINc 0r :wi THE ANCHOR AND MAY HAVE EITHER A PAN HEAP, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U-N.O.
<br />1 0 14:PUr1Af-1� 'FA .rLn'JN! 'P 'i_Y.TIIY...: ra6uDW®prAaw vAL. VFN1.ANCMPA 20-31543 t3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDESSTUC(X100.0THERWALLFINISHES. 20-31543
<br />20-31543 PROTECTED OPENING ISA tRED. c
<br />is _ r CmYrr.nrJ ._AI,'rTI. iKr - - C rAfoo Fswrrao sAc1Rr: TYae,sFAPT•W.
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<br />5 PwEI ADIAceNr ro
<br />a; 11. DEilGNATES ANCHOR CONOR[ONS WHICH ARE NOT ACCEPTABLE USES.
<br />R n^-'u'n� F4�r@ oeM:wPlmw: q 0GREM "'NE" PACE OFscMvnoN: Lfi. *NEAR INTERPOLATI5 DIRECT MOUNTING ON P MUTED FOR USE WITH THE ANCHOR 5CHEDULS U5TE0.'JN PAae DescK3Prwra: Q
<br />' • UITIONS-
<br />OPTIONAL TOR/PAITOMCLOSURE 0=iM (, TI LINE
<br />uIN Iu1iY ' ,ri T -
<br />EteaDw'..,'i�aaOPTIONAL EGRESS PANEL DETAIL 5 "/= z
<br />J- L a%•%sit. I_1'rR":+, aTm1r -.a•. .P.. _ -
<br />OPTIONAL INTERIOR FASTENING DETAIL J'w INrEa(OaFASTENING - `�
<br />y /A 1: IalUI1LN,N HIXINa F I.ININ - qR L
<br />-'T'+'t �'1' ILY:xJNIW.I NINtYI tiH:I ION a N.T.S. � -
<br />-__I
<br />a -
<br />SHEET NO.
<br />SH 1.5
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