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<br />SEE NOTE 2)
<br />ANCHORS
<br />SECTION E21 A ALTERNATIVE EZIIWV73,79N'7$HW
<br />w/@
<br />EE
<br />OF V
<br />PANEL MAX
<br />(END PANEL)•
<br />SEE NOTES 2, 3 4
<br />i PANEL LENGTH
<br />lie O +j- 40.0 P.s.f.
<br />LTED PANELS W/ 1/40-20xi'
<br />S.S. BOLTS WW O G OVERLAP
<br />(SEE SECTIONS AS APPLICABLE) i {
<br />JJ_LI JJ_LLJJILIJJ_L J-fLLJ__t. 1 111JJ_LLJJA11JJ_LLJJ
<br />e I o a a e e e e e 6
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<br />r 14n l.5EE /�fDWAR ATE
<br />E J
<br />TE 3 ANCHORS
<br />-. ($FE SECTION Q7 d: ALTERNATIVE E21W ON SHEET--
<br />EZ1/18,
<br />EZ1W/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANE (I SYSTEM (t)
<br />ox. GAP
<br />R//
<br />.Aw r rv1• n-n
<br />SCALE: 3/32"=T"
<br />ENGINEERING
<br />ENGINEERING EXPREEiBdb
<br />PRODUCT EVALUATION REPORT
<br />September 16, 2020
<br />YcationNumber. -R2
<br />Application 17�9.1
<br />EX Project Number, 2031643
<br />Product Manufacturer. AD American Stutters and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beach FL 33409
<br />Product Name & Description: 24ga Galvanized Steal 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 Flows
<br />Department of Business and Professional Regulation (Florida Building. Commission) Rule Chapter
<br />614320-3.005, F,A:C., for statewide acceptance per Method 1(d). The product noted above ties been
<br />tested and/or evaluated as summarized herein to show compliance with the Florida Buiding Code
<br />Severltil Edition (MO) and Is. for the purpose intended, at leaat equivalent to that required by the Code.
<br />Fie -evaluation of this product shall be required following pertinent Florida Building Code modifications or
<br />ravistans,
<br />Substantiating Data:
<br />. PRODUCT EVALUATION DOCUMENTS
<br />EX drawing #20-31543lived 124ga Galvanized Steel Storm Panels (HVHZ &Non-HVHZ)", Sheets 14,
<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 stage structural performance has been tested in accordance with TAS 202 test standards per test
<br />report(s) ABT-ASG-17.001 by 8dac#water Testing, Inc.
<br />ce cyclic di miance been tested In accordance with TAB
<br />Large rtlLasiie :act resistance and c Ica has
<br />2011 and TAB 2203 test standards per test teport(Ls) SG-17-001 by 8lackwater Testing, Inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative ardor rational anadysls to qualify the following deign criteria:
<br />1. Maximum Ailowable Spans
<br />I Minimum Allowable Spares
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />1.60 SW 121- AVENUE SUITE 106,DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM @ JENGLNE£RINGEXPRESS.COM
<br />ENGINEERINGEXPRE SS. CON
<br />* LAST PANELO TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />PROVIDED WI REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />To BE iNST D FROM INSIDE of STRUCTURE,
<br />NOES ,
<br />(1). QIPANTkrAY OF cFRIES IIDD: E-2 HANG STORM PANEL SYSTEM
<br />CONSISTING OF PANEL + C-L TRACKS TOP :& BOTTOM.
<br />(2). END PANELS SHALL ALWi,I S 8E CONNECTED TO Bottom TRACK
<br />OTHERWISE A STOP BAR (J SHALL BE PROVIDED AT TOP of SUCH
<br />PANELS:
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION
<br />SHALL CONSIST OF 1/4'10-20X3/4" M.S. W/ 7/8*03/32" WING
<br />NUT OR I/4`oN3/4' Min. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK, I.00ATKIN OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR PUT FLANGES OF END PANEL,
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK CF.B- A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHN.L BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) EVE. IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATKkL
<br />Fs
<br />STALLATIONIS ONLY VAUD FOR. WIND
<br />PEED UP TO 170 m.p.h.
<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 din of this product
<br />Separation from glazing is not required for installations outside of wind zone 4 and essential facilities.
<br />Impact Resistance:
<br />u a
<br />Large Impact Resistance has been demonstrated as evidenced in previously Wed test. raw"), end is
<br />accounted for in the engineering design of this product.
<br />Wind Load Resistance
<br />This product has been designed to resist wind leads as Indicated in the span scheduie(s) on the
<br />respective Product Evaluatlon Document (i.e. erioneading drawing),
<br />Installation
<br />INS product shah be installed in strict compliance with hs respective Product Evaluation Document g,e.
<br />engineering drawing), along with all Components noted therein.
<br />Product components shall be of the material specified in that ptoduef's respective Product Evaluation
<br />Document (i.e- engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shag be in atria accordance with the respective Product Evaluation Document 0.e,
<br />engineering drawing) as noted herein
<br />MI 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 arldior schedule hall be designed for on a site•spedilio basisby a registered
<br />professional engineer.
<br />1 Tits are n installed shall be protected against corrosion contamination and
<br />All components which pemlele ty pr ago ,.. ,.
<br />other such damage at al ihr es,
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
<br />tic
<br />+� `0 NN,�
<br />L-,
<br />x.n M
<br />Frank Belmardo, PE
<br />ENGINEERING EXPRESse"
<br />#PE0046549 I Cert. Auth. 9885
<br />160 SW 12T"'AVENUE SUITE 106, DE'ERFIELD BEACH, FLORIDA33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM 0 ENGINEERING EXPRESS, CON
<br />ENGINEERINGEXPRESS.COM
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<br />Fr n:r raF -
<br />h` L^A- AAe! DlaDRIPlaDN1
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<br />' �� T'r' IIM Kff11NH;1 NW NI :,H.I IfIiJ
<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL ni.
<br />INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES
<br />'S
<br />OS' 4'0
<br />CRWIREESEE
<br />ANCHOR 01tr D.C.
<br />/-�
<br />{4
<br />1/4Y TAPCON 14x1' IEx WAD TER WOOD HEADER 3 / { .- 1 J14x1• HEX HEAD TEK
<br />ANCHOR lie 12` O,G FYkR1. AED t k{{ FROM
<br />;TM'i'
<br />; l 00 14" �i �3j4'
<br />l EDGE
<br />.. 9 I R;
<br />tl-
<br />`2.1Eb. 1Mlv
<br />1/2*-
<br />!. I 1/2'
<br />3/.Sisiw �.,• 1,-.--•-. t 4 i s rB/OLTS
<br />1 -- eG
<br />AT 1/2' I (`Q Far !I...W
<br />I 1/2'4`
<br />A_}
<br />1 /A'ttl.
<br />IX15fxJG Y i0 G1A55. j 1.-} - BY I pD511H0 M ARATION_. I
<br />4ulmelf
<br />GUKS--`N 1 MM1W POP I GLAiS 11 "' Off' AI.ta11NUM POP I
<br />RNET RIVET
<br />It 1 1 B R 1
<br />w 16/a4.Y -2pMAE%R.
<br />ATS8lA16 ..�I ,.,_:..»..:....-«..-�s.
<br />D8041.
<br />a t PAE.LENGTH a PANEL
<br />8 'min.
<br />g-•SFPARA 1 II I" W. 1 - /4 i-20]r2 -
<br />p TD GLASS. f i. TO CL/LS. THUMBSCREW OF
<br />B •"o"22L,W", I
<br />! OR, B ;
<br />I 'a L
<br />I>�
<br />tow
<br />/2,
<br />1/2
<br />L'--'� (ri ° If4'8 TAFrRXxI ANCHOR
<br />0 12' O.C.
<br />1/4Y TAPCQN EIDSI7NG POURED �. f ! (� "` 2•R4- WOOD
<br />ANCHOR O t2` O.C. OR ! 1 -PLATE
<br />,.-.-' REQUIRED
<br />/i
<br />CONCRETE BLOCK - t ,I'
<br />REQU
<br />emu, f/OUNTINQIRED WAIT MOUNTING
<br />SECTION EZ1 A_LILINAM EZ1W
<br />SCALE 3/8a1" SCALE 3/8-l'
<br />a11tl/IINrr,
<br />a P: •''•DEN � s
<br />yg FLORIDA BUILDING CODE Non High Velocity INN cons Zone
<br />NOTES: IK MIN. PMIEL LENGTH z : D, 44167 D2QK?REO), MD... r.P.
<br />SHALL BE 2'-6" } 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN m:
<br />1, INSTALUTI4N ME ONLY YAUO FOR MAX. AS.O: OFSK:N � # 1k q
<br />GI.OBiII. PROTECTH3N PRODUCTS t1C. sr/xr/
<br />PANEL LENGTH, II4. rurz:
<br />PRESSURE RATING +/- 40.0 P•s.1. AND W-W MAX 's STATED `II��:.
<br />•�+ms s,e,st SMELT
<br />O,r: DtDAi,
<br />2. PoR NEW WOOD FRAME CONSTRIILTION: WOODY 'YT�Z�r 'ANT 33514
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC '"' nKe A� err`-,m'0roDP- m, Friwci (ea}eeo--'Ise tx1+)aramT 20-175
<br />DENSITY OF 0.55 OR EQUAL. °RAWNC "°`
<br />L ° ""a-aoiana
<br />Toro '"" 'A11ei. "°t " Y0"'"" "i`
<br />nalw.. fa0M4tiA 'fBpYE R7irER A curt JY., ik. to ,r" x SAW 18 or 1s
<br />a4
<br />}(f ALL AMERICAN SHUTTERS AND GLASS
<br />24 a GALVANIZED STEEL STORM PANELS HVHZ & NON-HVHZ
<br />9
<br />Boggy`
<br />M ,
<br />�aad
<br />�r-oH
<br />N4
<br />BOTTOM MOUNT
<br />(MAIN TYPE AS-
<br />N.T,S.
<br />G rD �--OBSTRiIMON:
<br />>c - C: (LOCATION MAY VARY).
<br />@j � n � 70P MOUNT
<br />corn COIN TYPE
<br />AS REQ'D)
<br />nTOM MOUNT (COVM URRX
<br />(SPAN ON)
<br />BELOW
<br />TYPE AS RER'D)
<br />ODSTRUCTI
<br />PANELS MAYBE NOTCHED AS REQUIRED; OPTIOINALYd'-20 STITCH
<br />PROVIDED THAT CONNECTIONS AND BOLTS WITH'WASHERED
<br />ANCHORS ARE USED WHICH S.A7ISFY WING NUTS FASTENED 0 -
<br />SPANS ABOVE 8 BELOW OBSTRUCTIgV. OVERLAPS $ MLDSPAN (USE
<br />APPROPRIATE SPAN TALE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS)
<br />"1 N.T.S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />SG E
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />FIV1R WIND ZONE
<br />l 1.
<br />FAOUTES )
<br />MAXIMUM
<br />DESIGN I ALLOWABLE
<br />INSTALLATIONS tF55
<br />NSTAItA
<br />-INSTALLATIONS GREATER1
<br />PRESSURE i , SPAN Lmax
<br />1 1
<br />THAN 3O'ABOVE GRADE
<br />' THAN 30ABOVE GRADE i
<br />lPSF1 I
<br />i
<br />I� +/•30 130.0In
<br />6.061n_
<br />2.16In
<br />+ -35
<br />/ 130n
<br />0
<br />806 n -
<br />2.1B In m
<br />/ 53001n
<br />61061n
<br />2161n
<br />4/-45 ! I30 o In
<br />SAS 1.
<br />2,S61n ,
<br />_ 1_ ...
<br />♦ / 50 -
<br />1060to
<br />6061n
<br />235in
<br />/ 1 55 106.6fn
<br />6ABIn
<br />235 in I
<br />f;a / 83IIn
<br />5.091n
<br />2 53 in
<br />+1-65. 59.9 In
<br />"11.
<br />2.721n
<br />+/-To $6 6.4 in
<br />1 6.21n
<br />2:901 n
<br />y42 27D In
<br />1 6131.
<br />218 in
<br />b1NL a- FAMLL PRDIDMCY.S line. 1.
<br />AMINE MAXIMUM ALLOWABLE STORM PANE
<br />. SCHEDULE IS ACCEPTABLE FOR USE Wrt
<br />TIVE LOADS LESS THAN OA EQUAL TO
<br />. TIVE DESIGN LOADS.
<br />PANEL FASTENERS ARE STUDS USED IN
<br />N ON WITH MOUNTING EXTRUSION
<br />r UNCTION ALL
<br />TRACK, STUDDED ANGLE, ETCUSE S
<br />PANEL FASTENER SPACING TABLE VALUES,
<br />H -AND -W-HEADERS (INCLUDING BUILD
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />AS NOTED IN RESIGN
<br />DESIGN NOTES SCHEDULES
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />fOR USE WITHIN INSTEM SHALLBE DETERMINED PER
<br />SEPARATE ENGINEER NG IN ACCORDANCE WITH T I RDA HE
<br />GOVERPBNG.CODE PRESSURE RE I E.ENITS AS
<br />pURM
<br />DETERNINEOFNACCORDANCE WIT ASCE'7ANDCHA.TER
<br />1609 OF THE FLORIDA BUILDING CODE SHALLBE LESS THAN
<br />OR EQUAL TO THE POSITIVEOR NEGATNE DESIGN
<br />PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN,
<br />GENERAL,IVOTES:
<br />BEEN USEDIN THE
<br />ARE BASED ON MAXIMUM TESTED
<br />TOR,
<br />ATER "' GRADE 3 UFIlP55 Na07@D.
<br />N-PLATED OR UOTHERWISE
<br />ALLCOMPL,, WITFi'BPECIFICATId
<br />3 BY THE ALUMINUM AS60C1ATION-
<br />AND/OR LOCAL CODES.
<br />STEEL, rD oza",
<br />A4TM AH53%4TRUCTURAL QDALITY
<br />4 I.1INIMUM =qe.1 KSI
<br />0E6062R76AJ.UMINUM ALLOY;
<br />Y BE INITERCNARG@D AS FIELD.
<br />DUN TED VERTICALLY OR.
<br />JEWALLSE EIISEDOEOTO
<br />ALL CONCRETE ANCHORS PER
<br />WHICH IS CALLED FOR RY LOCAL, STATE, & FI!MRAi_CDDDS N FROM
<br />DEWATIOYIS OF THIS PLAN.
<br />15,
<br />EXCEPT AS EXPRESSLY PROVIDED HEREIN, ND ADDITIONAL
<br />CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
<br />IS RLTlRATIONS. ADDIT3pN OR OTHER MARKINGS TOTNM DOCUMENT
<br />ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION.
<br />17. PANELS SHALL BE PERMANENTLY LABELED WTTH'A MINIMUM .OF(1) LABEL
<br />PER EVERY 3.0 FEET CONTAINING THE FOLLOWING INFORMATION:
<br />WESTPA04 PACH FLERSAND GLASS
<br />TAS381r TA6 202 ATAS 1.
<br />FLORIDA PRODUCT APPROVAL NUM85R
<br />VISIT ECALC.I0131543
<br />N81TLrUyrINEH1MGEXPRI86 DDWBfORE �.
<br />M NAWInONM.MAN.e, ntJ0RT9 AREB7NiCEa
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />OP MOUNT
<br />gg
<br />yy
<br />-a
<br />'f]'. HIIaaM
<br />0'
<br />P
<br />r
<br />2r
<br />2
<br />2S
<br />27
<br />2P
<br />0`
<br />24'
<br />23"
<br />28"
<br />IiIIaOoW'U' H.aaer
<br />0"
<br />O°
<br />r
<br />23'
<br />24"
<br />22"
<br />24'
<br />0'
<br />2r
<br />28«
<br />2xb a'U" Header
<br />O'
<br />24"
<br />26'
<br />22'
<br />24"
<br />I24'MF
<br />3
<br />23'
<br />2pSa.'Eld
<br />2r
<br />YJ"
<br />2r
<br />]i"
<br />3r
<br />3 1".
<br />tit"
<br />2r
<br />3r
<br />11
<br />33'
<br />33"
<br />awlkkwt-"F". cK
<br />24"
<br />24"
<br />9O"
<br />50'
<br />48"
<br />ze
<br />48"
<br />Teak
<br />2
<br />31
<br />SIT'
<br />52`
<br />30"
<br />SO'
<br />g
<br />O
<br />Auld
<br />22"
<br />22"
<br />22"
<br />11".
<br />2r
<br />30'
<br />if'
<br />29"
<br />22"
<br />2r
<br />i-
<br />DY4e! Mona
<br />24"
<br />24"
<br />24"
<br />30"
<br />4r
<br />6D
<br />28`
<br />4B"
<br />24'
<br />4r
<br />3r
<br />53'
<br />P
<br />r
<br />2r
<br />2N
<br />2Y
<br />2T
<br />2P
<br />P
<br />4"
<br />2T
<br />2r
<br />eb
<br />'i« Trail
<br />24"
<br />2r
<br />24'
<br />30"
<br />50'
<br />2r
<br />4r
<br />24'
<br />3C
<br />53"
<br />Stud
<br />2r.
<br />23"
<br />2:
<br />et"
<br />31"
<br />t"
<br />3e'
<br />Zr
<br />3W
<br />PG" Track
<br />2r
<br />�".
<br />3'
<br />SS
<br />31"
<br />5r
<br />2r
<br />:=
<br />30'
<br />I..umoNs WOWNYN:REARENINAMDMAIJwmL6FRN6m T w oY LQIBINATONof MOOING
<br />AOMOra5 Ar OR FATr Pp TIAN i '.A ARE m TOF OM NES UNGIH"+1855 TrWSH NOTED IN A81f BdVE NIYf
<br />ACCEPTABLE,
<br />2. NO sEPAanwa FROM 6VSS l5 REQUIRED WHEN PANEL IENGIII t5 Ca[ATBA TNPN INAT NOTED FDR
<br />RESAELTIVE FIOUN,ItaCa tONMR,4n«E ABONE
<br />3. SIDE O.OSVRE5A 7 FDR LiVIL000T M11UNt9IN TABLE Y9DYE. WHERE SIDE C,.OSURFS ARE NOi
<br />U$U WITN BURJXWTMOtwiING CONOm PED SEPARATDN FROM GLASS SHNI KFEA DETAIL'P I1N5, RRQlli
<br />a. T.06 *P 2 Td JwTN 1 OA WIiiJOUT SnKM BOLTS Mao 2 P A BDTN WRiI VRNRI Zoe (YV,IH ) 4qs Arfl+L9,
<br />FASTENERS O I2,S OR &IS• O.0
<br />FNGI PNY NI.I IL
<br />USING OF FriN.eaTr S JJWN OlJE <1 THE OPiJONAt FO QM UOSUR54 PER
<br />1
<br />OPINING PBP DErpt4'M 05SNGANIPNJ4Wi1NG C4HJDmON SkgYM IN THESEORAWINTd.
<br />1 L
<br />�1OPTIONAL INTERIOR FASTENING DETAIL
<br />� N.T.S. '
<br />CxJSnM
<br />,.,o
<br />OPTIONAL EGRESS PANEL DETAIL
<br />INTERIOR FASTENING
<br />L lot
<br />rRnwr[DDJNARDI>LPC�
<br />r vEA Kui9 GAa •Ae�
<br />w
<br />DA9A"
<br />II -0.0 4` " a_
<br />0:034" rI25• 0.03§F - 1 6 o ra
<br />DA25 08: la GA �,$� R ZI '-I q$ g
<br />;094' 'x 1,1Z0 TYP. "+lu TYP
<br />4"
<br />1:930" 1.. 30" + 2"�
<br />9 DQ6Z 0.375 n,062 �0.125. I 1, ;.�Vl' ,&k
<br />2.00b" I~
<br />rf
<br />6 a:D z^ ���-fE D . 6 .J TYP. I �.000
<br />-I .000" I` 250 2 -1 �-
<br />2:600 w
<br />4 t WW L[II @
<br />.121" III' 1.1130" n'H" HEADDa-3 i,• ,n aULL0.0W V HEADER ¢ `' anJ-0/dl CLI]6"LIRE. !�'SRA ANDIE C-IF>d__
<br />3 „ 3.380" MAX. 0.113" 0.
<br />31
<br />I I 0.376"
<br />1 1 .560"h--I1.560" .510° S 1 1
<br />0:355" 04 "
<br />11 ILZ 0, p0 pp
<br />O:I75 'tf655' 0 19 O.bSS' Oj 190" II" 6;5;S. O.Befi:. 0:35d' L 007.. {` y �..
<br />12,50D' PANEL COVERAGE .%� [ Y_��{{ �{ps ._ (h IPpE
<br />14.a7S"PANEL LENGTH lip z r 0.545".If0,956"
<br />u IYI V f it .15t)" -tj
<br />1 orJeErnon
<br />7 0.040" HAY BE 0 0a5" O 250
<br />�0,090" N D 090"�Iswl-N,wN 0_ 115 710" RD.135' 305'LA
<br />TYP. TYP.
<br />FAILD� 0957
<br />�•'F' mAck a P_ 0. " o ° ILA
<br />tJ 3 O 1 t -, 0 EYXOLE W R g
<br />MIN.
<br />D,37fi"'*N t' 6 455z" 0
<br />is 15 "n .A i tl.19D' 0:655"
<br />,. U, YIW MIT N
<br />"- Dverrnon
<br />s v w L'J, FI-3.Dao°�o.lz�� aeFEaseD.
<br />.s FC'ie f -5
<br />rF" ANGLE - 7R�1'A( (E%9FJ:bED]
<br />O ERA P I
<br />4" MAX.& [IMrJEAdDSURE DETAIL. i MAX.
<br />P 0.188" >, aEre Cr RK -
<br />MAX:
<br />,•� YP. J,r_
<br />.,Irrr
<br />x
<br />i+ Pad T
<br />BUILD -OUT
<br />t0.. ixnMv
<br />e: Cis -TRICE
<br />'iVM I'NWIIF I':134YtiIINP11Y1AH _.
<br />• r�-IJ �vr:::u:a'-
<br />rn
<br />ll. OVERLAP •..ou l�ilrlo.. 3,eUr _
<br />s
<br />r MAX,
<br />25". MAX.
<br />I
<br />I uS d A L L i -V C 1.1 JL•AU. ' .-: •y ,3
<br />1 00
<br />r. K1Jx J.a:
<br />h r
<br />5
<br />MAX: 4 p -P.7in> MN.
<br />Yb Fly f.JiJ+I. I t 'O00" w "4V'HDR±W
<br />e:n. iL U fARNE0. QDSURE DETAiI BED
<br />D NVOUNT CLOSJJM DUAL,
<br />FI S:
<br />:•.Ih IP �Fl 1
<br />srn'r rrrcl.
<br />T RL i
<br />k l Ix rl a
<br />n
<br />Mill l]-[) II NW1NI f:,[nIDtF NYlnil
<br />N.T.B
<br />MAX
<br />a
<br />C
<br />U}o9t
<br />ME
<br />it A hallfA"
<br />•IUK46li6
<br />ANCHOR SPACING SCHEDULE:
<br />:24GAUGE PANIELS;
<br />PANEL FASTENERS I. 12.5" O.C.
<br />,
<br />3/4" EDGE DISTANCE
<br />M w �
<br />�f .f
<br />CR I :�N.F; Ijmw
<br />RD , x
<br />E �yWu
<br />F>
<br />t uqq
<br />f 9 dW
<br />m
<br />z
<br />I •^ N
<br />. 9
<br />_L�
<br />; T W
<br />r'
<br />� I!
<br />-
<br />A N w
<br />t �W 0�
<br />1IM
<br />FEW
<br />Q
<br />p
<br />d
<br />(GJCLLJ K c,
<br />ANCHOR NOTES:
<br />5 1 WW -
<br />l S t
<br />lit
<br />1 r
<br />Om
<br />6
<br />1. ANCHOR TOALL IN PROVIDES
<br />01
<br />LOWABLSCHEDULE ANCHOR MAXIMUMES I FIE RE N
<br />AXIM M ALLOWABLE S AND
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXI UNALLOWABLE SPANS AN M D PRESSURES INDICATED
<br />PRESSURES
<br />:.i
<br />IN SPAN SCHEDULEHALL APPLY S
<br />S
<br />2. @NTER.ANCHORSCHFDULE BASEDO PANEL SPACING, EXIST] U. N PANE AS ACI CT THE EXISTING
<br />STRUCTURE
<br />yt5
<br />N
<br />'MATERI 'a:A ANCHOR TYPE- DESIGN LOAD GR GREATER OR UALT 'RTIVE DESIGN AL, N ELECT GN EA E EQ ONEG N-
<br />NEGATIVE
<br />'L-0AD`ONSMUTTER AND SELECT SPAN GREATER THAN OI, EQUAL TO SHUTTER SPAMSELECF
<br />W
<br />Q
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />IY
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />Q-
<br />3. "PANEL FASTENERS" ARE STUDS USED IN COMUNCTION WITH ALL MOUNTING U i us
<br />NTS EX7R 5 O
<br />°F"-RAOLSTUODED AN'GLEtTC : I15E6 5"OC.P EL ESPACING ( 7 .) 2 AN FASTEN RTABLES VALUES FO0.
<br />n
<br />ALL H' - AND "U" M ADERS INQUOING BUtL UT CONDITIONS . E DO { )
<br />Kit
<br />4. ANCHOR$ SHALL BE INSTALLED IN ACCORDANCE WITH MRNUFACN TIERS' RECOMMENDATIONS.
<br />O L W BLOCK UR CO RM T T CIO. C
<br />L l{DyT S
<br />-
<br />N-
<br />.1 H S-
<br />M HALL E HALL N A O PS M , K
<br />6 MINIMUM C•MBEDMENTSHALL BE AS NOTFID [N ANCHOR SCHEDULE.
<br />7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM BRICK, AND OTHER WALL
<br />}:
<br />FINISHES. WALL FINISHES SHALL BE LIMITED70 1/4" MAX OR SHALLBE VERIFIED BY OTHERS. TO
<br />m a+ q
<br />SSS
<br />4
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />IT.
<br />IT
<br />9, CONCRETE T NOTED HEREIN SHALL BE EMBEDDED TO CONCRETE ONLY.
<br />{ yq
<br />r^
<br />STIN41 CONDITIONS MAY VARY. FIELD
<br />9. WHERE EXISTING STRUCTURE IS EWOODQVAT FRAMING, EXISTING MEMBERS,
<br />VERIFY THAT FASTENERS ARE INTO RTE WOOD FRAMING MEM@EIS PLYWOOD,
<br />' NOT P FASTENING
<br />i?
<br />TO PLYWOOD ACCEPTABLE ONLY FOORQSIDE CLOSURE PIECES.
<br />tO WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FILMING, FASTENER SMALL BE LOCATED IN
<br />CENTER OF NOMINAL 2 X 4" (MIN) WOOD STUD (Yy" EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD
<br />_
<br />SHALL BE SOUTHERN PINE'" G=0.55 OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE PHILLIPS TIAN HEAD OR HEX HEAD -
<br />$ a F; (!
<br />11, REMOVABLE ANCHORS ARE DEWALT PANELMATE, ALL-POMTS SOLID -SET a BRASS BUSHING.
<br />I
<br />12 MACHINE SCREWS SHALL HAVE I/2' MINIMUM ENGAGEMENTOF THREADS INTO THE BASE
<br />J.DPRINDFANKE:IReAROlg
<br />ANCHOR AND. MAY HAVE EITHER PAN H Al2 TRUSS H WAFER -
<br />A A E HEAD, OR WA R HEAD SIDEWALK HOL U N O.
<br />20-31543
<br />- 13 MINIMUMEMBEDMEN�T:ANDEDGEDISTANCEEXCLUDESSTUCCOOROTHERIIALLEINI5H�E5
<br />14 ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />15
<br />PA68.DFat111P1tDNe
<br />;Ic DIRECT MOUNTING {XJNDlT[ONS
<br />16. LINEAR .INTERPOLATION.IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET.
<br />L�
<br />•
<br />®�
<br />,
<br />PEA
<br />®��®�®fit®��
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<br />�Y
<br />MAlrD6[aN
<br />ANCNON PNESgDl!
<br />T7E PSP
<br />I P IO. "-1r
<br />vPpJa tD IO.Jr-H'
<br />avow uP to '- r
<br />III 11
<br />C�tl��[Y2PC.
<br />C3 Q C3 Ci
<br />COMM M!
<br />CS CZ C3 C4
<br />LQrfi YNN[LT !
<br />C3 C2 C3 C4.
<br />u1 1., SHIED 33
<br />I At u;ltrir 43
<br />48
<br />52
<br />T236D
<br />125
<br />}fi0 56.0
<br />106'
<br />12, 5'
<br />1 60
<br />160 7: 5
<br />I2 S
<br />160 160" 6.7"
<br />it 5
<br />1H U 1H.0
<br />B B
<br />1Z.5'.
<br />16 D
<br />Liz, ' 6.i
<br />12.5"
<br />14 D 14 8 0.0"
<br />125
<br />1 50 15.0
<br />7S
<br />12. '..
<br />S
<br />SFO
<br />147 b: q
<br />]2. S'
<br />1 0 a 0"
<br />6 ] S 6:
<br />1'2.S
<br />Y6,0 18:0
<br />14.1
<br />69
<br />HO
<br />1 2.5'
<br />12:5"
<br />16 0
<br />380
<br />14 7' S:❑
<br />147' 6.0
<br />12:5'
<br />12.5'
<br />]6❑ 1+ ' S:O"
<br />7
<br />1HD ]4 T" 6:0"
<br />6
<br />414ii cNom U2, 33
<br />YlOOD SCM1EW 41
<br />48
<br />92
<br />72
<br />12S
<br />36.0' 16:0
<br />S01'
<br />12.5'.
<br />160
<br />121' 7.0.
<br />]2.6"
<br />160 108' 612"
<br />12S
<br />16.7'141
<br />a3
<br />12.5'160
<br />S7' S:6.
<br />12.5'
<br />60
<br />125
<br />Ll 5
<br />125
<br />35.0' 17.0
<br />Yfi 0' 31: 3
<br />16.0' 9:6'
<br />70
<br />8 4"
<br />fi,6"
<br />12; 5'
<br />I2. S'
<br />SY. S'
<br />160
<br />1H D
<br />160
<br />S-6' S:6
<br />9.H' S.fi"
<br />9�6" Sb'
<br />12..5'
<br />12.5'
<br />12.5"
<br />]60 9.6" 5,6"
<br />I4 D 9 ° .fl"
<br />4 5
<br />0 36 9.6' S.6"
<br />4 x11140 CMBCO - 1! 33
<br />TAPORIV'CFAS' 41
<br />46
<br />52
<br />T2
<br />t25'
<br />3b.0' 16:0"
<br />12.5`:
<br />1b 0'
<br />2,
<br />6
<br />125
<br />160 13: 3
<br />12, 5'16
<br />9.1" 12.5"
<br />125
<br />SS:O' It 4"
<br />12.5"
<br />160
<br />t2.S
<br />L2 5
<br />16.0" 50,6
<br />160' 9.1'
<br />12:5'
<br />1a:5'
<br />15.0
<br />1 0' a
<br />T Wan EMBED
<br />+! 33
<br />A IYfIIri,HHIIA'4H 41
<br />t OOD BUSN,RC 4
<br />T B
<br />52-
<br />II
<br />l2 S
<br />Sfi 0' 8.6'
<br />7.3`
<br />12.5'
<br />15 6
<br />6 0' S.if
<br />12�5'
<br />]3 8 :3". 4.5" 5
<br />123
<br />]6: D"T.D'
<br />39
<br />12:5'
<br />12 S
<br />48' .1"
<br />4
<br />6.23"
<br />i 2 4 4 e" 4.1"
<br />t2 5
<br />ii.4' 9'
<br />$:.
<br />5 0'
<br />6.25".
<br />12 3:
<br />4 7' 4:0`
<br />k:25'
<br />12 3 4 7" 4,0"
<br />12 5
<br />S.V.
<br />1429.7"
<br />25"
<br />12 3
<br />4 .0"
<br />1 3 d.7" 4.0"
<br />]2.&"' 4.7'
<br />4.0"
<br />97" a:D"
<br />i
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<br />a
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<br />Z
<br />Q
<br />J
<br />SHEET NO.
<br />SH
<br />1-5
<br />
|