|
ANCHORS (SEE SECTIONS ON SHEETS 17. to 19 At 20)--
<br />MAIL. 3AM7. 46/17. WAIL 29/17. 407. 3111 3• MAX
<br />MIN. W/f9. 7MI/19 a SWIM 99aft1. 79a/» a tlN/29 1• MN.
<br />O O O O O
<br />iLet
<br />_1__
<br />IT7_� ! UNMAN, ti =
<br />r r
<br />T-�- ••11�IDi9DDDDllpld
<br />Li
<br />j I4
<br />.__MAN AIR AT 1!f • Ims L..j
<br />. MIUC LA/f7. 4A/17. BA/19, ■/17. Y/17. MAIL MAN7ASW/U a W/20 ■F/1% 7M/19 a ■a/SO 1• AH1.1
<br />-_--_ ANCHORS (SM SECTIONS ON SHEETS 17. 19, 19 a 20) ----
<br />OPTION #2 FOR LIFE SAFETY STORM PANELCD ELEVATION
<br />SCALE 3/1r-r 1/4- muc w
<br />MAXIMUM! A.S.D.
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L ((t.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (P•S.I.)
<br />(SEE SECTIONS)
<br />TO CLASS
<br />CONDITION
<br />+55.0. -72.0
<br />8'-6.
<br />2 3/4-
<br />UNBOLTED
<br />�Re .�, 2MIGwlw
<br />1• TALL. _ m oAe
<br />PNHQ lE1NOIM a IE,O ' t• YR
<br />(SEE IOM , BELOW)
<br />PANEL LONGIH
<br />-----I;,r-------i.4- (SE Hart I BUAM
<br />iI �
<br />i � �,
<br />COHT.
<br />� - ■ 3/32' WINO NUT
<br />,
<br />� j5,
<br />�
<br />YCONT.
<br />7/!7{/3Y MIO
<br />• 12 ON O.C.
<br />, iY UPCON • r O.C.
<br />�i
<br />I
<br />i j 1
<br />t I
<br />-
<br />/41T 410 T
<br />1 APDDIN • TU
<br />mmm
<br />N•i 11•BAOED
<br />,/.
<br />t
<br />1wtwql
<br />I
<br />AO L
<br />W 1IM6 1H4WADEQ
<br />A Nowo N
<br />or PUCE
<br />j
<br />A amWD1N
<br />O PLATE
<br />_ aw WOOD PUCE
<br />L PLATE
<br />�R�INED�
<br />A:
<br />�
<br />SCALE 3n•-1-
<br />ryP �
<br />SCAT Aw.1-
<br />BOBS
<br />C
<br />,. SIRAIATING ARE ONLY MAMA FM BUILDINGS WITH ADO. DEIWN LOADS
<br />OF 10O&S. -72.0 Per AID PAN I LOGIN UP 70 r-r.
<br />�•
<br />2. FOR NEW wm FAME CONSTRUCTION, WOOD MEMBERS W BE SOUTHERN
<br />sg
<br />PINE ND. 2. W/ SPECIFIC DDSIPT OF 0.56 M EQUAL.
<br />s*':
<br />jj EImRNG MIL SIANOWN
<br />i 1. Ni •s5 m 4AS
<br />PANEL LENGTH 011 94W 10
<br />eA. wPIMlOM ; (SEE NOTE, ilOWl
<br />to GAS - -
<br />/cmit IA6U7mt 1/4•A--2G„t• -
<br />�
<br />7py 3
<br />_ i .Ly1ir� I BUNG NiR
<br />(1/4'r TAFCON
<br />MO.C. W 1 1
<br />i
<br />PEJETMTION A
<br />�� ; �uGWDR, or PINE
<br />1/4Y-2O.V4%X MLA W/
<br />I L7nT'w,/32 mow MAT
<br />l jl 111LWER • 12 I/r O.C.
<br />� 1 4Y TAPOM • r ac. i j , � ,:
<br />1 j ' HOOD PLAN 'WOOD PLATE
<br />WALL b
<br />lUAM
<br />9CAE
<br />SCAE 3/0•-1'
<br />COMPONENTS FOR SERIES 2000 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-17
<br />_..��_ 15.,9•' (IOTA 1NDTQ---------�
<br />---1
<br />2.50D• (u'EC7NE WOTO- -
<br />t, alto rT T r--1.3I10'
<br />' 1 - 1..o 2'
<br />\ DAM' LIIN. IN%
<br />s� OLVAM ED 91E4 EEO[
<br />2.t1� �' I TYP. �� ARM A -EST
<br />Sri
<br />EDOL GRADE so a1wIW MAL AJ
<br />'y \\ 0-0 GAV.
<br />L■TALL A j Nd ,
<br />�--,3Nl0' 13IJ0-
<br />0 STORY PANEL
<br />` - ©2 REYERSM 'h' TRACK
<br />PAEI.'S END W `-..750• -_
<br />W/ Hummim EQOL
<br />� '1N2S' �-6.250• f ry
<br />1750-
<br />P
<br />ISOMETRIC VIEW DETAIL A 2.00D
<br />ND ROUED CORNER • ENDS OF PA EL'S
<br />END UP W/ HEMMED EDGE. I ,75' .7110' I
<br />(N.T.S)
<br />-i r•-.125`
<br />I�
<br />L
<br />J
<br />4--3- Max.-J
<br />Q 11 x3"(Mg J ALLIM- ANGLIE
<br />`--ZO01-J t °)
<br />O4 `d' TRACK +�
<br />1 7 4
<br />SMI TB Alum. ALLOY
<br />7S0' .L1'Br (TA.)
<br />i
<br />L_-.7W--
<br />ou
<br />II' LONG
<br />SO11113-75 mum ALLOY
<br />1 {r iAroDN•r0.4
<br />��1 7/p' WI. IIREMED
<br />HEAOwD R1710N A HOOD
<br />NRER
<br />J
<br />' 1
<br />I
<br />I '
<br />M_
<br />PANEL LENGTH
<br />U.S. w/
<br />NOT
<br />O REWRSM WU' TRACK
<br />t25•
<br />2.0if
<br />00'
<br />-_-5• M_____
<br />___._
<br />© 2'W(Max.) AWM_ ANGLE
<br />BINDING CDDE (NRah VIIGDNV Nurrkana
<br />INSTALLATION DETAILS FOR OPTION.. 42 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED C INCRETE OR CONCRETE BLOCK STRUCTURES
<br />t!4 1AIPCOIN ANNCIIORe �4• TAPCONN ARCHON i {' TAPOOM ARCHON
<br />---i'9• D.C. • r D.C. wN� r D.C.
<br />Pomona Lx»IO ETE Pa9NED PaNDv
<br />1 1_ �.-[ eOR 1
<br />Mm�
<br />SOMAND
<br />1 1 ! I
<br />woommato
<br />swl^vw to
<br />� men j �" .Ram M
<br />tI
<br />ExSTgBJIt It
<br />t j N
<br />OtA65 I I� DLA9S I ___ _
<br />t
<br />Y f 1 f i
<br />r� ML.YT/We.
<br />Sat' «Mn • i i sylur •
<br />I 1 '
<br />i I 1
<br />E I • I EA.• TEA.•
<br />'�� `-' 7 • . 3/32' RNIC NUT
<br />'jjUT
<br />i CeM. O ,2 1/r O.C.
<br />ce,N. wlalgl (BIyONp)
<br />� �1J4 TIWf.'ON ANLYOIIS
<br />-
<br />1/4• TAPCON ANCHORS
<br />--i
<br />i 4 1/7t• O.C.
<br />(STAOODHFD W/ IUD)
<br />4 f/r O.C.
<br />L C$tA99E11D w/ SAD)
<br />b CONCRETE
<br />MCKIE
<br />ISO
<br />ONpETE9lotX
<br />M1�1 RAUA
<br />•' q�-+�•.
<br />ELR6-CGElE: wm
<br />SCALE 3n--1-
<br />, •�
<br />0 L
<br />SCALE 3/8'.1-
<br />• am to a So FOR FOR ON•m •
<br />wpm
<br />I FOR WLGIGNM MLaYID WOOD
<br />W
<br />MIN ataa /lam• Ry
<br />3
<br />FWAK
<br />OW APORI.
<br />DOW O tow sAON99 AND MNW
<br />0U ISWm M
<br />•-wrN.a ��
<br />2
<br />SM IN [A WW
<br />SMOKIt FOR IS NCH /1MN raWAlm M
<br />WAWLW SPACCI G NIM TON O aY
<br />MULRK»tl OWINIO •ERN •ATONE
<br />YOU tAN-iRN w N
<br />3
<br />AFAR V
<br />RW119R
<br />FOR
<br />If RO PM709IO rACI01S. FOS Om
<br />lVPlWOINI W 9[ A091ptL IlmurlD
<br />WWW OBWA® WM OCM fH1Yl TOT
<br />IS MM RVM MNGON SPACING u9nMm
<br />I" DCH ANCHOR Tot M THIS smmu
<br />3• --
<br />,m
<br />_
<br />st
<br />-
<br />#14
<br />AT
<br />AT
<br />WALL UMN
<br />WV__W
<br />SCALE 3/0•.1-
<br />mm
<br />,. INSTALLATIONS ARE ONLY VALID FOR 91111LDOM WITH A.AD. DESIGN LOADS
<br />LAP TO +55.5, -72.0 PSF AND PANEL$ LOIOTH IP TO W-W.
<br />2. FOR NEW WOW FRAMs CON STRUCTOM WOOD MEMBERS 70 9E SOUPHORM
<br />NONE MC, 2. w/ SPECIM DENSITY OF 0.55 ON EQUAL
<br />Y/24 Pr@ Og NINE 2 N ." I
<br />7'/24 ► 1 4'/24► Q •/ an
<br />A.w
<br />BELOW)
<br />i
<br />II
<br />1'/2•
<br />11 1,,4Y-2W3 4Y9. M.S. w/
<br />`T/. VM NUT WASHER12
<br />-
<br />Ilr
<br />4 TAPCON ANCHORS
<br />1/T' O.C.
<br />SCALE 3n'-1- SCALE
<br />TAPODIH AMC11=
<br />O.C.
<br />1 I
<br />I 1/{n2�4-&&
<br />�T WHO NO WISHER
<br />(BEYOND)
<br />a' TAPCON
<br />• 4 1/2. O.C.
<br />TIN
<br />FLOW)
<br />owl
<br />III Illli lllllVlilllllll Illilllillllilllilll
<br />O O O n 0
<br />IN
<br />pAq
<br />-
<br />_. _
<br />- - - 40 9t L.
<br />40 E 'L•
<br />IS
<br />till
<br />- t
<br />•
<br />PAIEL/AIDE (Iyp.)
<br />Gam.
<br />,• Mn.
<br />fFt /GTE { MTODW.. _ COIF
<br />2EE
<br />P3 3'
<br />- no POLAR -Biwa SET 'm1DW Yea.
<br />•N®IA[ M MAT M PaR UnOp e• Mh
<br />,f-i-•: - (�LT�1�MTE Lp�1
<br />MAY
<br />A ,/L• 1 1/Y M 0A+ WAELS)�
<br />IGR 3
<br />TB[ SGCIOra OR WIKi
<br />_IIOR®•/ DIN W/O®.®
<br />YNLAST
<br />m
<br />•
<br />�,
<br />NIEB011 1r
<br />•LAST PATE}_ ® W BL •STOLID AT GANN
<br />TYPICAL IIELMIKIN FORRAWn
<br />P
<br />BL /6UWWSTAUJOLI AAwaEI/1AT,
<br />WIHMOUESH= M SE 4IA LLD
<br />NIDOPEEIIi At�SE PROYBEQ w/
<br />IOT MSDIFWW7GN
<br />II HANG STORM PANEL M MMM
<br />IF FROM
<br />eNROE of sTRMCTIRRE
<br />MAN WfSTM
<br />MSO OF
<br />ME vw - i•
<br />1/4' it. w _1 14- Ma MI
<br />1/Y Yn. av 4' NMj:-
<br />V4• w rM►
<br />Nk
<br />T -0-voo 00.0
<br />--
<br />Var
<br />SECTION a-8 Xr`o
<br />Sf.CT1ON A -A
<br />GAME Lv.B• • ,•
<br />o7O"O•PAYus�10N
<br />- mu ww - I•
<br />Z CONSISTING OF PANEL F
<br />(t). DffBIROR OF sERas leeb E SYSTEM
<br />�- TRACKS AT TOP PA15•
<br />(1). GiD9LTOn Of SERIES 2OOh E - 2 HANG STORM PANEL SYSTEM CONSISTINGOi PANEL +
<br />AEJ^'• BOTTOM W/ MNWATM
<br />Cent. TRAMTOP a BOTTOM.
<br />(2). PMEIS SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK ON/ORNSE A sTa' BW
<br />(2). END PANELS SHALL ALWAYS BE COMELICIE >b SILL NMV.L BY MEANS O'
<br />PMIEUAITES OR F USED Y w/ S LONG TRACK AT BOTTOM, END PANELS
<br />'N/ firZ0x3/
<br />10
<br />�J SFMLL BE PROVIDED AT TOP O' SUCH PANELS.
<br />SHWA BE ro T W/ 7/ (IXCEPr
<br />WOO RUT �Yfn APP'kb IS/ AS
<br />CDR= Of
<br />(3). F E1DBOTIOM
<br />CA,SHALL
<br />DESCRIBED3)
<br />/
<br />W 771a1 Oi FO' FAS7DER51 WAFT ETHER
<br />(3). WHEN END PANELS ARE LSE JOMNiLY75' LOHO (�
<br />BUT END PADS ARE NOT CONNECIm tO BOROY 1RAa1 A�"STO► BAR
<br />Ex1ENI0R MT iLVNOES OF E/D PAD.
<br />ARS�LfYON ,
<br />`� HALL ■ AT 70P OF SIICWI PAIEt,S.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (LI. A STOP BM
<br />S ONLY USED AT TOP AT LIRST TWO PANELS SHALL BE CONNECTED TO BORON TRACK
<br />USING SPECS ItDNA OI NOTE (3) A190YE M SUp1 CASE, CONNECTION O PANELS
<br />(4). FOR RSTALLAIO G MEN DID PANELS AND SOME INTERIOR PA14W ARE DRECTLY
<br />COUNTED TO E%SIMG SILL NAIL IFAN'3 OF ONE INTERIM PANEL
<br />TO BOTTOM TRACK ANY OCCUR AT ANY RI/EL LOCATION.
<br />MAY W USED JOMRLY W 7RAGt AT BOTION� B017aN TRACK TO NALI.
<br />W// TWO PAEUATES PXZ SHOWN ON ElEWUON AND W 3 1/2'
<br />(S). SEE SECTION 1', 3' k 4' ON MEET 21. SEE ANCHOR SCHEDULE ON SHEET 2A Ma. EDGE p8LA1ICE FOR 719B GL$E, INFERIOR WMEL USED r ■) GOES
<br />a NOT NEW TO BE CONECTm I (1T�IE M Ar MEANS. TNAGK 911ALL INSTALLED
<br />,I SUCH THAT ADJACENT PANELS LEFT ! AT9HT SIDE OF PANEL) NAYS
<br />THEM DAMLAPS RICTAED BY �.
<br />L: '.' 1hI1Yr PANDJIATE PLUS W/
<br />3/32' WIND TNT WASHIS
<br />• S 1/4' O.C.
<br />i pp1R1Fp
<br />L-CARBLaDN
<br />QUIRED
<br />WALLY I i, ilL�AIN
<br />PANI
<br />SCALE 3n•-1'
<br />am so a •
<br />TM ANCHORSNATO•
<br />Now TINE
<br />'/f
<br />Ire
<br />'/r•
<br />SW .N0ANCHORStqE
<br />FOR WMItINTOWOOD
<br />L
<br />Me, VMS
<br />3
<br />T
<br />pow c
<br />cusp.
<br />u•RB.IACNIOIe iML9nS AND IN.wRM
<br />FORE iNRSCE ART alANWO ON tam
<br />•w-owrn 9.J
<br />3
<br />3
<br />3
<br />Ii IAt
<br />Sam" FOR L0. ILO TI MI F•,f ou ON
<br />soma Rm a ANOIM SPACING 9Y
<br />OLTOLMM 1PACM DORM DN acltOAE
<br />YaaYi a.rti w 9J
<br />AS•L UA as own"
<br />mom
<br />M THE PMADOG FACTORS. FM 7!m
<br />OPOWIM TO ME PON&L NWJM
<br />T P
<br />.A
<br />_
<br />-1m
<br />spoon o9n•ID Nmm FW M SroLL NOT
<br />WE LM TIM MNM• WWCWG allGlpaID
<br />FOR EACH ANCHOR TYPE M RB BNWMAE
<br />•r
<br />im
<br />_._
<br />31 -
<br />-
<br />-
<br />6
<br />J i
<br />«,»
<br />I r
<br />QW MA / ;
<br />h i
<br />Ni•
<br />ra.• I � I
<br />RJV
<br />14-iro PANE1MAlE PLUS W/
<br />i (aDDNO)
<br />I
<br />"--rnNaeT°O�eLaCN
<br />WALL-M
<br />O LI E NSA
<br />SCALE 3,W-1-
<br />GE2E19ML NdfE4 MY.b E-2 NMRID SNOOPY PIMBLL SYS7d
<br />1. E-Z HANG STORM PANEL SHOW ON THIS PRODUCT EMNIATION DOCUMENT (P.E.D.) HAS SEEN VERIFIED FOR COMPLIANCE IN
<br />8.1) MINIMUM DABSOMENT OF TAPCON ANCHORS AND PANCIAXIT FDIALE D a PAmamAif PLUS INTO CONCIETE
<br />ACCORDANCE WITH THE 2020 (71A EDOOMI OF THE rLMM BUILDING CODE.
<br />BLACK SHALL 9E 1 1/4'.
<br />DESIGN WIND LOADS SMALL BE DETER LIED AS PER SE'CTIOH IM OF THE ABOVE MENTIONED CODE.
<br />8.2) MINIMUM EMBmMENT O< 1/41H x 7/r CAUtAN ANCHORS SHALL BE 6 7/B• KM CONCRETE.
<br />FOR A RIND SPEED AS RDOUPI BY THE ANNO1CTION WHERE THESE SHUITEIIS WILL BE •STALLED AND
<br />PIO EMBEDMENT 91I0 ANY /BBSVI MATERIAL SHALL BE PERMIT=.
<br />FOR A OWECFONALRY FACTOR K4mOAA USING ASM 7-15 AND SHALL NOT DICED) THE M MWMM (AS.D.)
<br />t/4` 0-20 $S SDEWMX BOLTS USED SHALL BE LAND DMGH(SOULD ANY FROM MATERIAL 007) TO
<br />DES" PREP RATINGS MOOATED ON SHEETS 25 a 26.
<br />ENCAOE 3/4• INTO ANCHORS.
<br />IN ORDER TO VERIY THE ABOVE CONDITION. ULTIMATE DESIGN WOO LOWS DETERMINED PER AWE 7-16
<br />SIWL BE FIRST REDUCED TO A.&D. DESIGN WIND LOADS BY MA.TIPLYW THEMI BY 0.4 IN ORDER TO
<br />B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE DOSTW WALL
<br />TO COMPARE THESE w/ MAX. ".0) OEM PRESSURE RATINGS WKWIED ON SHEER 25 t 28.
<br />ANCHM SHALL BE LONG DOUGH TO REACH THE MAN STRUCTURE SEHIID SUCH PANELS. ANCHORAGE
<br />SHALL BE A4 4ERTIOIIED IN 841) AND IN 8.2).
<br />IN ORDER TO VERIFY THAT COMOEHTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33x INCREASE
<br />IN ALLOWABLE STRM FOR WIND LOADS WAS RM USED IN TIER ANALYSIS. FAV04M SPACING TO WOOD HAS BEAN
<br />DETERMINED N ACCORDANCE PATH N.0.S. 2015.
<br />(C) ANCHORS SHALL BE !STALLED FOLLOWING ALL OF THE REDOMMDDATKIN6 AND SPECFNCATONS OF THE ANCHOR'S
<br />LMr1UFACHIRER.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCEHAS BEFIT VERGED M ACCORDANCE MfH SECiON 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTWOIO N TESTING LABORATORY, INC. REPORT j 2032. AS PROTOCOLS TAS-201.
<br />I1, IT SWILL K THE RESP01S1PRM OF THE CONTRACTOR TO VEINY THE SOUNDNESS OF THE SERUCTLIIE 04M SHUTTER
<br />TICS-202 AND TAS-203.
<br />NS TO BE ATTACHED TO MSt7RE PROPER ANCHORAGE THE SNUITM SHALL ONLY BE ATTXHW TO COMM BLOL7[
<br />2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTATED ON THE ONSIDE OF TIE OPENING ACCESSING THE OPENING FROM THE
<br />OR WOOD FRMNE OULDMM
<br />MOM W/O THE USE OF A LADDER OR LFT. THIS APPLICATION S VALID WHEN /STALLATON S MTDDED 70 BE PERFORMED
<br />12. THE INSTALLATION CONTRACTOR S TO SEAL/GWUC ALL SINTER CM04W EDGES WHICH Rom IN cONR1AN0U5
<br />FROM THE INSIDE OF STRUCTURE.
<br />CONTACT WITH THE BUILDING TO PREVENT WND/RNN KTRUSION. CAUUL AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />LENGTH.
<br />3. SIMILES 1000 INSTAlAWN S APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WIDOWS WHEN INSTALLATON 6 REOIMED 10 BE
<br />PERFORMED FROM THE (SIDE or STRIICTSE
<br />13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INONATED N THIS DRAWM PLUS ANY BALDING AID ZONING
<br />REGULATIONS POUNDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />4. SORES 20M INSTALLATION S APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL AIODRS STYLE WIDOWS WHEN
<br />16TALIATION S REQUIRED TO BE PERFORMED FROM THE INSIDE OF StRUCNRE.
<br />14. MAIM WINDOWS AND COOK, INC. E - Z HIM STORM PANEL SYSTEM- S PNBSR POOW
<br />5. ALL XUWAAN EXTRI/51OMS TO BE 9OB3-TS AL M AND TEMPER. (UNLESS OTHERWISE NOTED)
<br />to (a) THIS PRODUCT EwmAMITON OOCUAEM (pEA.) PREPARm BY THIS DONOR IS OE71El9C AND ODES NOT PROVIDE
<br />OKORMATON FOR A SITE SPECIFlC PROJECT: i.w WHERE THE SITE CONDITION DEWITE FROM THE PE-D.
<br />S. ALL ALUAmIUM SHEET METAL USED AT CLOSURES SHALL INDITE 3105-H74 ALLEY.
<br />(b) CONTRACTOR TO BE FESPOASW FOR THE SELECTION. PURCHASE AND N6WALLARON MCIUDMG LIFE SAFETY OF
<br />7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTUiAL QUALITY STEEL. ASTIR A-M GRADE 50 MIN., GALVANIZED STEEL
<br />THIS PRODUCT BASED ON THIS P.E.D- POW= HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESWmTM W/Fy. 5" YIN (AFTER ROLLED).
<br />74S DOCUMENT. CO NSFRUCiON SAFETY AT SITE S THE CONTRACTOR'S RESPONSIBILITY.
<br />0. ALL SCRflIS TO BE STAILESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COAA70 CARBON STEEL AS PER DIN
<br />(c) THIS PRODUCT EVALLA710N OOCUAEIO WILL ■ CONSIDERED RAAIID F MOWED.
<br />50018 W/ 50 kM YIELD STRENGTH AND 20 VN TENSILE STRENGTH a SNLL COMPLY W/ FLORIDA BLARING COOS SECTION 2411.3.3.4.
<br />(e) SITE SPEOM PROJECTS SMALL ■ PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL Olt ANSI 304 SERFS STAIBESS STEEL WTH 36 Md M04AM YIELD STRENGTH.
<br />BECOME THE D*M= OF RDCORO (E.DJR.) POLL THE PROJECT AND WHO WILL BE RESPONSIBLE FDA THE PROPER
<br />UK OF THE P.E.O. ENGINEER OF IKCOIW, ACTING AS A OBLIGATED EROSION TO THE PLED. DONOR. SHALL
<br />10. ANCHORS TO WALL SMALL, BE AS FOLLOWS:
<br />SUBMIT TO THIS LATTER THE SITE SPECIFIC DINWWAOS FOR REVIEW.
<br />(A) TO EN,cTYx' n noN'1LfF
<br />',
<br />(•) THIS P.E.p. SHALL BEM 7fH OA7E AND ORKINAL SEAL ANSI SldMflxE OF 71E PROT.SSIONL FHGIEON OF
<br />- 1/4•0 TAPCON ANCHORS AS WNMFACTURED BY LT.W. BUILOM INC. (MIN. re.3192 P...L)
<br />RECORD THAT PREPARED R.
<br />- 1/4' • K 7/!' FJMK-IN ANCHORS. AS MANUFACTURED BY DOALT MC. (MIN, re:.3000 P. )
<br />IIL STORM PANEL MANUFACTURE" LABEL SHWA BE LOCATED ON A REAMY VISOLE LOCATION AT STOLBI PANEL IN
<br />- /T4-10 PANEIYATE F'OW.E O a PAEIMA7E PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />(re-3350 P-Q
<br />L SELID TO COMPLY WON SECTION 1700.91 OF THE FLORIN BULOMG CODE.
<br />A.1) MINIMUM DOMiEM OF TAPOON MOTORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2• FOR PANELYATE
<br />FEMALE D a PANELMAIE PLUS.
<br />AT) MMM UM DAM&Wff OF 1/4.0 x 7/8' CALK-M ANCHORS BATH BE IS7JB' INTO CONCRETE. M EMBEDMOR INTO
<br />ANY FINISH MATERIAL SHALL 9E PEARTED.
<br />1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LAND ENOUGH(SWULD MY FINISH MATIML DOST) TO ENGAGE 3/4'
<br />MO ANCHORS.
<br />ER A. T �r
<br />ATHAT
<br />3) IN CASE AT PRECAST STONE PRECAST CONCRDE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL CA
<br />TUDGIL ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL
<br />BE AS MDNTINED IN A.I) AND IN A2).•'••
<br />No.44i87
<br />(9) TO DUSTING CONCRETEaar.
<br />71�i * A.
<br />- 1/4• • TAPCON ANCHORS AS YNNIFALTURED BY I.T.W. BULOEx. INC.
<br />FLORIDA BUILDING CODE Vol"Ify Hurricane
<br />- 1/4• r x 7/0' CAUL -IN ANCHORS, AS NANIFACIUNED BY GEYNLT INC. (rm.1500 P.I.I.)
<br />n'•,. Ap •
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<br />2O BADE OA6VAMtEp giEEti gTgly PAI[l
<br />- /14-10 PNELIATE FEMME O AND PAELIAM PLUS ANCOOR L. AS MANUFACTURED BY ELCO CONSTRUCTION
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