|
*EZI/18,
<br />EZIW/18 ANCHM
<br />(SEE SECTION W & ALTERNATIVE EZIW ON SHEIET 18)
<br />-3: V_ -3' W.
<br />(Ut NOTE 2) 119)NOTE 2)
<br />_1/vlf ALUM
<br />. f IT 0 _0 S ... NMI -
<br />OF
<br />� 7[11
<br />AT ?,PER
<br />PAW
<br />4 (TYP) B,
<br />BIT
<br />T
<br />D'
<br />T
<br />TENT) PANko IN RIOR FIANEI) (INTERIOR PANEL) (I -ITT PA
<br />'-ft NOTTS 7_ 3, 4 1 1 1 i I I I
<br />S U P"N")
<br />SEE NOTES 7. 3. 4
<br />6 a*
<br />1 VAX.
<br />PAN LENCTI,
<br />40 C O.F1
<br />LIP`
<br />1 i I I L I
<br />4� -i t
<br />I HL-H _1--H 1-.14 �14 If 14i 4-4 kJI 1-4--1 _r_
<br />_J_J.14i_J _,L.L_A_JJ
<br />4
<br />3 3 M.
<br />SEE X071 Sir
<br />AN", WYE 2
<br />(SEE SECTION E21 & A17TRNATW E2TW 014 SJIEET 18)
<br />EZI/18.
<br />EZIW/18
<br />IlITION. FOR SERIES 2000 E-Z HANG STORM PANEL (f) SYSTEM
<br />SCALE: 3/32'-1"
<br />SECTION A -A
<br />F N (31 N E E 141 N 0
<br />ENoINKERiNG EXPRIE-2111111t
<br />PRODUCT EVALUATION RrFORT
<br />September 15. 2020
<br />ApPillostion Number 17859A - R2
<br />EX PMI Number 20-31543
<br />PnxW Manufacturer All American Shuftm and Glass
<br />Manufacturer Addrom 1540 DOMS ROW
<br />WOW Palm Down, FL 33409
<br />Product Narne & Description 249a Galvanized Steel Slarrin Panels
<br />Large MIvWle Imped Revislard
<br />Scope of Evaluatlon:
<br />This Product E'ISM*on Report Is baing "Led in accorderice with the requirrimentis of We Florida
<br />Dialientivent of Business and Ptafewskinal Regulation (Florida Building Commission) Rule Chapter
<br />61 G20-3.005, F.A ' C., for shilewide acceptance per Method 1(dj. The product noted above has been
<br />tested andillor evaluslod at summarizad herein to show compliance with the Florlde Building Code
<br />Seventh Edition (2020) and is, for the purpose Intended, at letarl equivalanit to that required by the Code.
<br />Ftle-evaluntion of title Product WNWN be ranstrod following pertlit Florida Buildini; Code modificiations, or
<br />revisions,
<br />Substn~ng Diets:
<br />. PRODUCT EVALUATION DOCUMEll
<br />EX ditawling #20-31643 Ittied '24ga Galvanized Steel Shirm, Panels (HVHZ & Nm4,VHZj', Shoals 1-5.
<br />prepared trij Engineering Express, rultrisid & sealool by Frank Bennatilo, P.E. Is an Integral part of ft
<br />Evaluation Report.
<br />. TEST REPORTS
<br />Ural" oWN structural performance has been tested in accord"cle with TAS 202 find standards Pat test
<br />topot OBT-ASG-17-M by Blackwaser Testing, Inc.
<br />Lat missile rmW issistance and cyck loading perbmmnco has been WSW in saccirdstive Won TAS
<br />201 and! TAB 203 test standards per test rispon(s) OBT-ASO. 17-001 by Blackvistivit Teating, Inc.
<br />IRING CALCULAIMM
<br />Structural engineering calculations has been prepared which evaluale the product based on
<br />comperittive and/of ralsonal Pennines to qusMV the following deep crileft
<br />I Maximurn Allowable Span
<br />2 Minimum Allowable Spans
<br />3 Minimum GIs" Selparabon
<br />4. Anchor Spiscing
<br />160 SW 12"' AVENU& SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954 1 354-0660 1 (866) 396-9999
<br />TEAN9EN(.IN51riiNGExPxess.cof4
<br />E"GifilfRINGExPREss.com
<br />T,
<br />rjR x JUX
<br />I* LAST PANEL(D TO BE INSTALLED AT LACII OVENINC SHALL ALWAYS BE
<br />PROVIDED W/ PEAR HANDLE TO FACILITATE INSTALLATKIN IF INTENDED
<br />10 8L INSTALLED FROM INSIDE OF STRUCTURE I
<br />_QE SILHILS-.2aw E-2 14MG STORM PANEL 5y"T'Ify
<br />��Fi GI FANUL _IC -I TRACKS TOP & W71DU
<br />(2). END FANELS SHALL ALWAA Of CONNELTED TO BOTTOAA IFIAL),
<br />OTHERWISE A STOP BAR(I)SHALL BE PROVIDED AT lUF1 OF SUC.
<br />PANDELS
<br />(3) if ENO PANELS ARE CONNECTED TO BOTTOM TRACK. COHNFC!I0N
<br />SHAIt CONSIST OF 1/4*1-200/4* MS W/ III
<br />NUI OR 1 /4"0.3/4 ' M;II THVMBSCRFW INJO TAPPED BOT70M
<br />TRACK LOCATION OF FASTENERS WAY BE AT EITHER OF TWO
<br />EXTERIOR �ILAT FLANGES OF END PANEL.
<br />(4) IN EASE THAI FNV PANELS ARE NOT CONNECTED 10 WrIOW
<br />TRACK (i .. A STOP BAR IS CNL Y USED AT TOP) AT I EAST TWO
<br />PANELS sHAu or CONNECTED 70 HaTiom TRAcK us,Nc; SPECS
<br />INDICATED ON NOTE (3) ABOVE $N SUCH CASE, CONNECTION OF
<br />PANFI.S 71 BOTTOM fRACK MAV OCCUR AT ANY PANEL LOCATION
<br />t INSTALLATIONS ONLY VALID FOR WIND
<br />SPEED UP TO ZIC PjI. I
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Cilass; - 24ga Galvanized Steel Storm Panels
<br />No 33% increase In alloweble stress has bmm used In the design of this product -
<br />Separation from Blaring Is not required for Installations outside of wind Zone 4 and essential fiscildies
<br />Impact ftsistance:
<br />Large Impact Restaterice has Dean demoristraled as evidenced in previously Isted lost reporlis), and Is
<br />accounted for in the engineering design of this product,
<br />Mad Load RaWstance
<br />Thile product has been designed to insist Wind losmis as Indicated In it* spun schodule(s) on the
<br />fe"clive Product lEvaluabort Document 0a. engineering dtawkig),
<br />107stallevoill,
<br />This product the# be Intsbalied In shrld complance with Its respective Product Evoluabon Document (1,0
<br />Engineering drawing). along with all components noted theirain
<br />Product components sW be of the materiall speolled in that product's impactive Product Evejuabon
<br />Document (i.e. engineering driviving).
<br />Umitations & Condhions of Use. -
<br />the of Was product shall be in aW accordance with the respecove Product Evalualson Document (19
<br />eingineering drewing) n noted herein
<br />All Supporting has[ sUructurial shell be designed to talent 89 supailmicoved loods and she# be at a material
<br />Isded In this product's respective anchor schadule. Host Structure, conditions which are riot accounted far
<br />In this product's respective anchor schedule Sholl be designed fair on a afte-sparcific basis by a registered
<br />protouionef vingfiver
<br />AI(cDmpone is which are permerms'" installed shall be protected against corrosion. contamination. and
<br />other such d:mage al all times.
<br />This product has been designed for Los within and outside the High Voleady Hurricane Zone (Hill
<br />Respectfully.
<br />Frank Hermordo, PE
<br />ENGINEERING EMESSN'
<br />*PF.00465441, I Can Auth c)895
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TIAN* E Nor Nti RINSE xPruess.com
<br />ELIGINEERINCE xppfss, cam
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL
<br />INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES
<br />TAPC04
<br />CONCRETE BLOCK ANCHOR IS 12' Oc.
<br />REQUIRED
<br />I IAI WOOD
<br />it IS ".7 woum
<br />ANC OC
<br />C9 I
<br />D
<br />r 2 -0,
<br />% bull.
<br />1/2 1/2
<br />IT as 613s.
<br />04H=
<br />Ir-SEPARATION- I- MITI,
<br />C"W"a To CLASS !(16*0
<br />I POP 1 -1/ "1, POP
<br />LONNUM
<br />CLASS" YET RW
<br />-Cl 11
<br />01
<br />1
<br />A MAX,
<br />IN S'�� PANEL 0 11 !___ - PANEL
<br />LENGTH IF I LIHIGTH
<br />V- It
<br />%--�WPAMATION -01 We
<br />TO CLASS. SEPAR TM THILAMESCREW
<br />IN to GLASSN
<br />OF
<br />1/4*11-29W Of
<br />THUMBSCREW
<br />07
<br />70 l,'4'0 TAFKVN ANCHOR
<br />0 12* Cc
<br />1/4'9 TAPCON. 2-94- WOOD
<br />ANCHOR 0 12 �=CXJRED
<br />OR PLATE
<br />CONCRETE NM$t ocoupw
<br />REQUIRED
<br />WALL UOUNTING WALL j"WnNG
<br />SECTION EZI ALTERNATIVE E21W
<br />SCALE 3/0- 1 SCALE 3/8-1"
<br />III, TILI
<br />FLORIDA BUILDING CODE (Mori High Velocity Nu Ica"s Zone)[
<br />JIM= MiN. PANEL LENGTH o.4 24 GAGE GALYANIZED STEEL STORM PANEL at
<br />I INSTALLATION ARE ONLY VALID FOR MAX A.S.D. DESIGN SHALL BE Z-15"
<br />ZTN:
<br />PRESSURE RATING +/- 40.0 p s.f AND d'-O' MAX GLOBAL PROTECTION PRODUCTS. U.C.
<br />j STATE
<br />PANEL LENGTH.
<br />V,
<br />2. FOR NE W WOOD FPAME CONSTRUCTION: WOOD -WO at S, %MIT
<br />IZIP> -Tir IF ARV,:".F� CMFA- QAWL ft 3031.
<br />T A' , _ =-
<br />MEMBERS TO BE SOU HERN PINE No 2. W/ SPECIFIC a "W A"Ali 0'.1 20-175
<br />a I N L�
<br />DENSITY OF 0,55 OR EOUAL. _V -
<br />ogn Is OF IN
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PPRR To FAMN. $PAN) -
<br />top MOUNT (CONN, p,
<br />TYPE AS ;EQ D)
<br />OPIIOW 41�20 911ITCH
<br />KILTS WITH WASHERED
<br />WINGNUTS FASTENED 0
<br />OVERLAPS 0 MIDGPAN (VSl!`
<br />e 44PPROMATIE SPAN TABLE)
<br />PLAN VIEW
<br />,his
<br />ROTTO 4-TM-N,
<br />(CON P
<br />REDID)
<br />MAYStAITIO J
<br />06 0070M
<br />TYPICAL VERTICAL MOUNT REVATION
<br />N T S 1ILIEVATION
<br />rap MOUNT
<br />(c TYIPE-1,
<br />(9PAN ABOVE
<br />F-MOUNT
<br />(CONN TYR
<br />AS REQ-D)
<br />a (LOCATION MAY VARY)
<br />.ffi
<br />L
<br />BOTTOM MOUNT (OONN/
<br />nPE AS REQ-0) (SPAIll BELOW -
<br />OBSTRUCTION)
<br />PANELS MAY Be NOTCHED I'S REQUIRED, OPTIONAL W'.20 Sm CH
<br />;r OYSAND WINGNUTTS FASTr;I`1E!D 0
<br />H71HkTCONNSCTT1 BOLTS WITH WASHORED
<br />S AJU USED WHICH SATISFY OWMLAPS 0 M DSAA 4 (USE
<br />SPANS ABOVE L EIELOW 001STA"TIENT. SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />/-2"\ (NOTCHED PANELS)
<br />\a./ N.T.S. ELEVATICN
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 CA" PANELS
<br />MiliNSIUM $TUTUA FANEJ
<br />SkfoulAiNNN I Rum rUbjs
<br />tW,14Z,WWZONi4&t'�SENT]AA�ACii)llf5I
<br />I)FUGN ALLOWAKE
<br />INSIA&LATIONSiV16
<br />INSTAUAt1ON%4RIAt1A
<br />RF%U f SPAN (I T,4.1
<br />IMANIVASOVEW&ADE
<br />iHAN1VAbOV(UAA0!
<br />4pv IN
<br />I...
<br />MD.
<br />boo.
<br />2 116
<br />140
<br />lon i,,
<br />b Dfi..
<br />lism
<br />:t 4%
<br />Mo
<br />1.10 u 111
<br />6.06 W,
<br />1161,,
<br />-� SS
<br />lokkn-
<br />_ 601.
<br />.1�60
<br />$32.
<br />609.
<br />q,bs T
<br />-1
<br />t
<br />211).
<br />I hill.
<br />90""
<br />-
<br />4311.
<br />SIGN LOAD S PANEL FAS"ER SPACING TO
<br />TERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />%N. SCHEDULE 15 ACCEPTABLE FOR USE WITH
<br />SITIVE LOADS LESS THAN OR EQUAL. TO
<br />WIVE DESIGN LOADS.
<br />. "PANEL FASTENERS' ARE STUDS USED IN
<br />!I)UMMON WITH ALL MOUNTING EXTRUSIONS
<br />.TRACK. STUDDED ANGUE. ETC ) USE 6.215'
<br />PANEL FASTENER SPACING TAKE VALUES F0
<br />H. AND *W-HEADERS (INCLUDING BUILD CIL
<br />NDITI
<br />I la! 1 �L- ,. 1.1-1
<br />.......
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES: ,V
<br />:i
<br />AS NOTED IN DESIGNI
<br />DESIGN NOTES: I SCHWULE5
<br />POSINVA
<br />FOR M T MERIT= Mf NE"A"R
<br />41P M A N
<br />SEPARATE ENGIrNG CORDANCE WITH THE
<br />r� A
<br />IT
<br />wmgD ',�W
<br />LEM OF TH gv,0AqNrqCHAPTER
<br />AIDA 8U;UX C
<br />E&F KALk 11E LES. THAN
<br />I I', N TIVX 0 ON
<br />r.,.E no.
<br />'Muz Lt$,,rto HeRIFIN FOR ANY
<br />AS SHOWN.
<br />4
<br />GENERAL NOTES:.
<br />Wien
<br />.a EDITION 20 U& IMID" AND OUTSIDE OF EW
<br />`AAL%4ANO
<br />0, Sr pa IS' AT SM01MV
<br />DID N TO ALL LOCAL ISUILDING0301 A14ENOMMIS WHIC
<br />I - odes'" If LA 0 AS STA7M HE BIN WAY PIMAY
<br />iDD1610"AL MIFIC SEALED eNGINEIT
<br />t Tic 3:I_
<br />0 L2
<br />MAZON Of 16
<br />1. rHEA NITKT WGINIFROFRECORDPORTMERICUINCT
<br />OR THE I OFALLSLIPP TINGE To so CH
<br />COORDINATED BY PNIUMITING C
<br />0
<br />THE CTOR
<br />I SIPARAk,,s Ie . IF , I D 01
<br />IIAND TM7 CS io EAL ErsM":ScFm A e'ou`
<br />M 1) am LIS
<br />MEIN.ICONT T 6 E N Of N 614 PAN IAL UL NSAS
<br />I IN C NT T 6
<br />�AY 0 R ULM,
<br />TNP%
<br />S DETAILED "BASIN IS OMINCIUC AND Ot NOT PKO.Ot
<br />"FORMATION FOR A SPECIFIC STIM FOR SITE CONOFIZONS DIFFERENT FROM
<br />IMSDITAL, DHIREPLAILICEN111 111811ft OR UWTIKgP
<br />It 1, M
<br />41JECON
<br />RON K�l PARR SITII 09CIFIC DOC HE FOR use IN
<br />ANESAIRES DIVIDIM By A 2.5 1%" FACTOR,
<br />E ON ' NOTED
<br />7Ii�po
<br />iTHE IIA I * T HI R "CAL
<br />0 D Ly
<br />HAL L an
<br />Lm a 'R%1 FIT
<br />IN crad" THE ALU
<br />E` Ed ,I M U4 A's
<br />,A_ AN OR A
<br />AN Ot pes
<br />ALL AN -a. GA _ L DO
<br />,i%
<br />-a To_
<br />_�O=_
<br />.- A FIT
<br />vilft� - VAN PS C Nis . "t V - `EL
<br />a. I LL NA_ . T. A_
<br />- -a- -. M -.1
<br />INLMNS OTH
<br />-a-Hit IN _NAIM1.
<br />M
<br />A BE UPRITTICALLY
<br />An'. A, "YED ON
<br />to AN -
<br />FUN DA No III firsor. S ALL a......
<br />47
<br />At POHL .. . C ANOI.F.
<br />IONr-c..'D CON L NC
<br />IANUFACTUA RIS e
<br />3, THE DN;m A
<br />polar Ls To INSULATE OR Y,
<br />I
<br />gAT SVAL FIT ELECT
<br />1JEWr
<br />A, Its a
<br />is PAL E 10 SIXTROMRAL AS
<br />ADDITIONAL
<br />941.15 COCO MINIT
<br />OF (1) LABEL
<br />VISIT
<br />ITIRS'
<br />1721�
<br />-
<br />467
<br />;v1M1=LT OWABLE SPAN SCHEDULE
<br />UAW]
<br />=HF4
<br />IF,
<br />lizz
<br />Rfwmw "'."N" c_.TI`H1 "low
<br />I w" ."Allm 1%
<br />1.r I,, . I I � IN, ILlIC', I IN, ". IT
<br />OVINA. w"ALAY10'I it INTP 01!`T.["�
<br />-In, INS)
<br />'Al"ENIFIL a.
<br />$ IIIINVIS
<br />L 9 ONAL INTERIOR FASTENING DETAIL
<br />.WS1.
<br />X� To I V � 71
<br />..A WAN I. AN�l"A
<br />I- *I.,.
<br />.11ct. 10
<br />AL EGRESS
<br />PANEL DUAIL
<br />M FASTENING
<br />lax-5 41W.N.,
<br />all
<br />7.
<br />ALI
<br />2:
<br />990* 2190
<br />61194' 621"
<br />D L"'_ J 9 10 GA
<br />.094*
<br />6114" bpawl '4., 1, TIFF. 'i TYP
<br />0.094'.
<br />_O" 'L DEZ'
<br />7W 2,000"
<br />-.4 4317" "250. -4 2.oco- FIT
<br />IZ" offitcL-liuT V dEm-
<br />4- 62'
<br />as
<br />D. T..121
<br />4�� oca"I
<br />'03jr
<br />I I's. ELD 1.39011 MAX 0 30'
<br />-r.95 0.190.
<br />12 5 �4vz L �1�
<br />4 075' PANEL LIN" 1 NqT
<br />DIANTIVII
<br />I 11.360"L_ -JI,5601 BIG 0".. r1liz&. 0.376e. 0 37W
<br />.500"P"AMIL COVERMAGI! TIT
<br />OAM-NU I
<br />T_ 0.090" 0,215,
<br />T_ - S i*1 a
<br />-0.09V No ,_Q.3DTj
<br />TYP Tvp I
<br />YEV60L
<br />IRACII I, ,, a
<br />.t9o,-
<br />oft b
<br />*AmLm
<br />'F' Asia - 1011ENZM
<br />04LAP
<br />lit
<br />$A" 2S" MAX.
<br />23' MAY.
<br />SUILD-OUT
<br />EMED
<br />IOTSIF I ......... tHatt,
<br />?
<br />Z, 1 3 920"
<br />OVERLAP
<br />23" MAN
<br />M1. 1.5W
<br />1.500, Ills
<br />Ir MAX
<br />FNt It, MIN Dart
<br />Mato 311
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTEIII AS 6 12 %` O.0
<br />2.5" MCIVIOLSTAINCIE
<br />AMWOOL paramm
<br />TVINK
<br />NEYSLI up To W-61
<br />WANUPTOV-r shNN UP TO W -10'
<br />CANN TYPE
<br />C, C, CR CA
<br />CMU TYP CPU* TvP&
<br />C1 C2 0 CA Cj C2 C2 r4
<br />1,
<br />ITITHALY UtTRACO'
<br />0.9"
<br />32.511
<br />16,01,
<br />20.2,11 Gla" 12.4"
<br />116.01 9.2"
<br />1 &1"
<br />121,
<br />T6.0-
<br />- .91,
<br />ag $.I- tZ
<br />117
<br />tj.r
<br />��101 -
<br />ISIC11 9.3"
<br />a v
<br />&3-
<br />-1 T -1
<br />12.3"
<br />76-0 -
<br />19.0"
<br />L 1A. III I,,
<br />Sit' &A- 12,11"
<br />Sao- oil,
<br />16.0- &1-
<br />I*.
<br />5.41-
<br />IN
<br />16 or; ILI*
<br />I-
<br />W
<br />33
<br />OLVALT U LTMOR *1
<br />52
<br />72
<br />loo ISO,
<br />ism
<br />11,
<br />ILO" a 2 r
<br />16 r JTV.
<br />10
<br />-1 .S.,
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<br />=
<br />16.0, ISO,`
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<br />T 4F
<br />All
<br />111;
<br />DID 14tv.
<br />IIL r
<br />FIRLIP,
<br />1-3.
<br />36,W lart
<br />it&-
<br />A&L
<br />Tom
<br />127. 97,_ 12Tt
<br />MO. it 5'.
<br />9
<br />za.v,
<br />241.011 11.9"
<br />0` st
<br />11.5 "
<br />Wo
<br />9.511 1121511
<br />116.0" 11.01,
<br />9.11"
<br />v
<br />is
<br />IK`1 +1
<br />40
<br />It
<br />71
<br />129,
<br />Is 011 36 &11
<br />111,0'
<br />1Z.5"
<br />IS r-
<br />111'� 12.41" 125-
<br />1&0' 34 11"
<br />11.9"
<br />12.5"
<br />U11.01- 1&0"
<br />IS.V
<br />ILIS"
<br />14.0"
<br />ILS"I IOLS" 1 12.3"
<br />10.0* JI.T.
<br />io.1.1
<br />LIST
<br />12.11,
<br />16.0'156'135'
<br />U1.011 1414-1
<br />11 5"
<br />ASO'
<br />ILS , I-, - 5.
<br />IF '11;1
<br />1610" 32 51'
<br />11LO. 12,31,
<br />Lola"
<br />LOS.,
<br />12.5"
<br />10.01 iLs"
<br />41,11,
<br />14;11; IINIL
<br />L.1;
<br />Lupl
<br />A&
<br />1
<br />n
<br />W" +1
<br />-9
<br />sic 61
<br />1 74
<br />US,,
<br />311Y.
<br />� .0 14 7 12
<br />216'a �p
<br />1 0
<br />1610. Isl.,
<br />12.91
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<br />ANCHOP NOTES:
<br />I ANCHOKSCHEDULE APPLIES TO ALL. PRODUCTS CORTIFFED HEREIN, BUT ONLY PROVIDES
<br />M0114UM ALJUOWAIUE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND FRISSILI RES INDICATED
<br />IN 15PAN SCHEDULE SHALL APPLY.
<br />A ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, MANCHDATIPE SELECT DESIGN LOAD GREATERTS" OR EQUALTO NEGATIV
<br />r
<br />LOAD ON SHUTTER AND SELECT $PAN GREATER THAN OR EQUAL TO 6141017141, SPAN, = DnIGN
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONOREON (SEE MOUNTING. DETAILS 04
<br />rHEEj I I" IDENTIFICATION OF CONIN&I [ON TYPE),
<br />I PAWL FASTIENIERS"ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING ftTRUSIONS
<br />(*F`-TIUMX, STUODAD ANGLE. ETIC) USE 6.25"CLC PANEL FASTINERSPAC314IG TABLE VALUES F13A
<br />ALL '01- - AND `U'-HE#OERS (INCLUDI NO SUILDOITT CONDITIONS)
<br />4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MMUFACTUURS'REMM"NDATIONS
<br />S. MOLLOW BLOCK HOST STRUCTURE ShAU. CONFORM TO ASTMt INLOC31,
<br />6, MINIMUM FMSIEDMENT SMALL BE AS NOTED IN ANCHOR SCHEDULE,
<br />? Wdt4tJM EMBE-ENT AND EDGE COETIANCt EXCLUORS STUCCO. FORM, 5FUCX. AND OTHER WALL
<br />IT NIS HES WALL FINISHES SHALL BE LINIEDTID 1,14' MAX OR SHALL BE VeRIP11C) BY OTHERS TO
<br />ADEQUATELY TVANSFIERLOADS YO4CSTSrRUCrURE
<br />0, GONOREIF AN04M NOTED HEREIR SMALL 99 EMMODM TO UN-CRACRED CONCRETE ONLY
<br />9, WHERE ENIST7140 STRUCTURE IS WOOD IMMING, EPSTI NO CaNDMCM MAY VARV. FIELD
<br />VERIFY THAT FA"ERE, ARE INTOADEWATE WOOD FRAMW MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD M ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES
<br />Io WHERE ANCHORS PASTIEN TO NAMOW FACE OF STUD FRAMING, FASTMERShALL BE LOWED IN
<br />CENTER, OF NOMINAL 2' X 4' (KNj) WOOD STUD eDGE DISTANCE IS ACCEPTABLE FORL WOOD
<br />FRAMING). WOODSTU I, WLL 13 "SOUTHERN PIW" G-OSS OP. GREATER DENSITY � LALG RMEW
<br />"LL HAVE PHIILLIPS PAN HEAD OR HIN HEAD.
<br />LL REMOVABLE ANCHORS ARI DEWALT PANtUHATE, ALL -POINTS SCLID-SIFT 4 SAAS5 BUrHINI;
<br />12. MACHINE"EVIS SHALL HAVE 1/2- MINIMUM ENGAGEMENT OF THWDS INTO THE SUE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEM, TRUSS HEAD, CIR WAFER HEAD (LIDETIVALIC =k.N,O
<br />L3. MNNYM EMBEDMENT AND MOE DIST NCElExCLUDIESSIUC0001LOTHERWAtILPI
<br />14.1 5 WHICH ARE NOT ACCEPTABLE USES.
<br />IS r DESIGNATES ANCHOR CONDITION
<br />DIWI MOUNTING CONDITIONS -
<br />is UNEAR INTERPOLATION IS NOT PERMITTED KO LOSE WITH THE ANCHOR SCHEDULES USIM ON
<br />THIS SHEET
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