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14
<br />77
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<br />pemmTER C4Ux„_,
<br />BY OT tEPG� i t..:, r
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<br />7
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<br />c - 9emo"KIS011Rl'
<br />SECTION e 8
<br />MIN. Lmtlt
<br />CA1I,K aY'n1(ffaN wW11 On"K� CxrtIMKI91
<br />MMUM-Wi01-,
<br />I
<br />4AN. E Ea0
<br />IOISTAaO£
<br />1
<br />__ I
<br />j-,Z,99. _ II..'.
<br />jM� 1K, % r. ° a SECTION A - A
<br />ISIACE °
<br />�ExTERa1Rm w
<br />i Dr OT)wTi
<br />NOTES:
<br />I III T iZ PRODUCT IS DESIGNED TO COMPLY WITH THE 2304 FLORIDA KRL.DiNG CODE. J,
<br />i2)V4WDOLVAND4ENTMATIRW,6HAi,LM8083-TEALUNNUU, t.._.:. ...
<br />T IN
<br />0!SFRMAS RE0'D AT EACH SET OF INSTALLATION ANCHORS USING LOAU BF.AR.NXI SHIMS MAX €
<br />.I.
<br />E SPAS flRcA> `R ' 1J16 sT,sr, i ALLCYI LE STNiM'Sr STACKTO fiE' 4" € , MS Y51NER THAN .5 PRO
<br />Mr. ,. A U6
<br />4. R '3T O€ SUFFICIENT LENGTH k tt4' OtA CONCRETE SORE ANCtipdt3 MU.. $E ScT tCrENT tJ0 TO ACHIEVE A MIN F,w15Et)tdEKT
<br />(} Yf
<br />t ? 1/4` INTO FOR X Y1Q00 BtICK CF OCONCIE SPAO MASONRY 1
<br />L L SPA NG> OF NS JAMS QYK.RETE SCREiALS, WITEBNJB' FROM CH R 3 1 (5) WAX. AL QYYAB E CI FA COR!& � T A i A
<br />S7 A L1`AL IAMBS.
<br />i
<br />ACROSSHEADN -LL, ND2 ONG
<br />I8 LK 3N FLAME WTIH CAULK. APPL:CATt{}N OF UTIX GAUCHO MUST COMPLY WITH t
<br />fLA BEHIND N0E OMME
<br />M A N A IAAN4 RS R£ RIAL $KA f ACTVRE
<br />A C AN APPROV A , CO R CORROSION
<br />MATERIAL SHALL BE PLACED $ETYt N ALL DISSIMILAR 1 TALS TO I 1
<br />C07?ROt, <aAtVAMYf CORRp.410N
<br />>tlE' "O(ACf W1N13G.V 51a it NOT L`STEO IN ANCHOR CHART, USE THE NEXT SIZE LARGER W wwf FOR + I
<br />ANCHOR QUANTY. �i
<br />i
<br />I GLA5S THKJKiNF,SS LLAY VARY PER icSTI.1 E•13t0 GtA6S CHART REUVIREMtENTS. SINGLr OLA2ED SHOWN. 1
<br />alp,t 2Nf5dItATE0C ANS AL6OQWk.i�tED. . I ,
<br />(1(I) IIA118 J SILL CORNERS AND ALL ANCHORS TO BE SEALED WAIN SMALL JOINT #i6 W $MAW.
<br />(11) ALL INSTALLATION ANCHORS MST SE MADE OF A CXIRROSION RESISTANT MITERING OR COATING.
<br />_ EXTERIOR ELEVATION
<br />f• __ INC.
<br />%% ¢ ISUNCOAST DESIGNERS,
<br />9625 DENTON AVE.
<br />HUDSON, FL 346£77
<br />MIN FJASEDMENT �";ICI,R SERIES 1300La ALUMINUM PICTURE W(FfD2itla-
<br />cwLKaEtwcelrxwn INSTALLATION INSTRUCTIONS FOR MASONRY
<br />HaItM57.NtJeY I VWTR, .'nIYVVOODEUIC (
<br />O HER.
<br />yfI h
<br />f
<br />ESN at" 41fiF,E.
<br />aaiALFA vOAH4:)Y.:R.11a•`OL4. OI3CiR.ax6t44RK A, SMHTH ` ENAS ` ?21tJ01
<br />'.••_ca4.7iB/e SaltW Nic'.r10.¢ r-,A416-, I f2NL HTS syxom
<br />....,. _._. -..». __-_ al. MEn NO., - nE wnm•
<br />�2004 VACS 2LC: _ - I;Z,20t05 63511 A g OF t2
<br />A
<br />ANCFKAS
<br />EVENLY SPACED
<br />HEAD
<br />"t_N➢Uri
<br />HIGHi
<br />1
<br />" EAX -
<br />( - $MAX
<br />(S MA7 .:.-3 b•�•--_-�.,..-,.....,k ANCHORS __,-..,...,,,»•-•( 6^ MAX
<br />i EYE7.LY SPACED
<br />19400V b`aZf.H--,.-.-.
<br />_.__ _ A
<br />EXTERIOR EL.EVA'nON
<br />3" MAX"_. Yf
<br />�-
<br />HEAD - 1- 8" MAX
<br />i
<br />€
<br />8" LAX
<br />1 •T viwk'Du
<br />6` MA X s'-
<br />}-_ CH.T
<br />,
<br />i
<br />i!
<br />�
<br />ANCHORS
<br />JAMB VVENLY SPACED
<br />"')
<br />F" MAX i
<br />-..,._
<br />`,slt1 Ii I 5` MAX
<br />Ti
<br />e MXN "'I N-_..---..---.
<br />ANCHO _f
<br />...,. 6.' MAX
<br />C1'ENLY SPACED 1
<br />I
<br />EXTERIOR V X _ ERIaR ELEVATION
<br />MN..iE74M&Wrh:.., 1
<br />4 1
<br />P E'TE O%xASarrRY...«.�••rr-� C `I`A 8ElwEW %%X A 4
<br />OHr=rHa.YOT.Et+a i B.CK.WVSWF+i&y
<br />!11 OTFaF.i!S
<br />WIN. €LkiE DISTANCE •( :k.T1L TKx1AkO%$T. g - �,
<br />,^,.-,,.-I _'"_••_•SCRkt4AN,^,IgR�6 .,,,m,,�
<br />N --
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<br />11
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<br />O1rN4x3RV OnKRg
<br />SECTION Ea - B
<br />PWAR[DBTf%GEitiNiFNGAXfa - 3733 RNOM000 DR, FL. SAM NI N14CI9 W
<br />NOTES!
<br />(1) THIS PROOk C718 VESTONEU TO COMPLY WTnf THE 2004 fl-OWDA BUILDING CODE,
<br />SECTIONS lox 1707AND 205,
<br />(2) THIS PRODUCT R$p AFW_5 W OBOAtE bEBR10 £%TERNAL PRCTECION AS MSCRI$Ea
<br />IN SECTION 1B04.7A OF THE FLORIDA BUILDRIG CODE, WIEfN USED IN WINDHO"E DEBRIS
<br />13 Y N OV T4AT-RAL, 176ALUMIN
<br />UM .RGION$
<br />14
<br />HI, A6 RECANT EACH SFT TORA 'I MSMAC.ALLOM1A$tE SHIM SACK TOOF hU_- SHIMS WERE PACE GREATER
<br />THAN tfi I PRESENT
<br />sB
<br />'$} 1/4" 01A.CONCRETE SCREW ANCHQn MU6T 0,. OF SUFFICIENT LENG7h! TOADWEVE.A
<br />.IN. GtaBE0a1ENT OF T #W INTO CONCRETE>NR MASONRY 5OR 1 X YVOU'0 RKA GR A MIN.
<br />EMSEL'MEW OF I i12' JNTOSCAJ0 WOOD FOR2 X 81JCI(OR WOOD MAMCOOPENINGS
<br />(OR.F.AT€R THAN I Wr TMCq
<br />(5.? At„ FACTORY APPLIED HOLES IN FRAME ht' MQ£ +R$ NOT DMIGNATED FOR CONCRETE
<br />So EWANCh'OR& SH omv BE R,LED WTH r6 SCREWS OF SUFtICIENf LENGTH TO
<br />ACHIEVE A MIA. 4MSEoo1ENT OF 5!d' INTOWOOD8UCK
<br />M(A8 LATEX CAULK OR FOUTM ENT FOR PERIMETER $EAL AR"M EXTERIOR OF
<br />DOOR.
<br />(B)1?+kSTAf,i,AY7ON SHOWN IN T,�E.SE HNSTRVOT`OR& IS AGOEPTABLF., FOR DESIGN PRESSURES TO ZO NSF.
<br />DESIGN PRESSURES ARE POSITIVE AND NEGX-,VF
<br />f% CLASS THICKNESS MAY VARY PER ASTM E.13h0 OI.AI$ CHART RECULREMEWS. SMN E
<br />61A2EV'SHOVM INSUQATED GLASS ALSO OLH4 a O ' FIE(?..
<br />TO SJ N A TOT ,
<br />t 7JAM SILL GDR F.RB AND J.L ANOtfOIt3. BeBE SFALT47'A HSP&YLC•,IOM'SEAM
<br />5F.NJ"N"
<br />(i t) ALL JMTALLATtON ANCHORS MUST HE MADE OF CORROSM RESISTANT MATERIAL
<br />OR CC
<br />No
<br />112) NOT AU. CONF#OtJRsYTtONO LISTED (N4 AJtC)tOR CHARF ARE SEtOYrta ON 7;ikS
<br />OR4;,a0NG. HOK>Ev'ER, [N6T.AL:0?lCN9 SECTI4M A,A 8 i3-$ AFKY TO ALL C,CWQVRAr,ONS..
<br />ANCHOR SPACING
<br />SPACING FOR CONCRETE SCREW ANCHORS OR WOOD SCR -AS ON THE FOLLOVOW 5H?APM
<br />-HALF NYG0 LO1v -OCTAGON
<br />'FAN
<br />FFANN,1FOAM' 3;.E
<br />•FULL CIRCLE -TRAPEZOID
<br />-HALF CIRCLE -QUARTER CIRCLE
<br />.OVAL QI W,RTIER CIRME ARCH
<br />41ALF CatCLE ARCH -HALF FAH
<br />ARE A S FOLCO415'
<br />(1) MAX SPACING ATw`AD OR 611 L CORNER Air_
<br />I2} N-0. BPAGINa AT JAMS+J3RNER IS e,
<br />c3I MAX. SPACING ACROSS HEAD OR SILL, IS TY,
<br />(4) MAX. SPACING AC2RCS*I,0Z SIS'17,
<br />�9625 DENTON AVE.
<br />HUDSON, FL 34667
<br />€T'TMe SERIES #8045 RLLUMINU PPICTURE: WINDOM
<br />I GENERAL NOTES FOR INSTALLATION
<br />DESIGNFR SERIES
<br />f/g%
<br />J/////�,jrK. �r r •6 i MRRKA SMIl}i RY. M,q$ 10AXE 6/37,(05
<br />IP/ "f i 01&C1r'uNE'C1v?!. .,"„' NT3__'- C`KOStN�O
<br />Z-1 11/ 1'i
<br />„,..., , IR keo, k' Itil3J xl isu:.... `TF:6F
<br />I %2J2]t+Y-'{ 5SS47 q 10F4
<br />LAL_1* 3u4 91
<br />^^' SEGTiON A -A
<br />SPACE FAT4e.1RFRY4ti
<br />ar DTFfIK,S
<br />t GTE&
<br />i (1) THIS PRODUCT IS DESJONED TO COMPLY WITH THE 2Ot FLORIDA BUiLOP4E [',ODE.
<br />i (2)WTNEMANDVErIn WTERPtL WALL6EW53-t5ALVNINUM.
<br />(3}SNOLtAS REC'D AT EACH SET OF OZTALLAT*NANCHORS USING LOAD REARM SHOOS. w,X.
<br />t Ai1CWA0lfi SHIM STACK TO BE JAC. USE ON" WHERE SPACE GRFATERTHAN 1116" IS PRESENT.
<br />(4)1/Ir CIA CONCRETE $CREW ANC41?F6 MUBT BE OF SUFFICIENT tE W1l#.TO ACHIEVE A t,0K EMBEDMENT
<br />OF 11A' INTO CONCRETE OR MASf?CY FOR 1 K YYCAD SUM
<br />I (5) MAX ALLOWABLE SPACINGa'111.A CONCRETS..I., 11111HIN A"M-1-1 EACH C JRNER, 17'
<br />ACROSS HEAD & S&L, AND 12° ALONG JAMSS.
<br />(4}CAULKL filNOFLANGE W1TiN LATEX OAVLK APP1JOATIOR OF LATEX CAULK MUST COMPLY wTH
<br />$E/4ANr MAM)FAGTVR;-RSw OMMENDAPOW
<br />' M MAPPRDVED MEMBRANE ORMIATERLAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO
<br />G'ONTRtk. GN,VANIC ODIiROSION.
<br />(e) GLWS THICKNESS hMYYARY FAR ASTM E.1S00 GLASS C94RT ReOUIPEMENTS. SINGLE OLAM) SHOWN,
<br />fN51A.A'iED GLASS AL80 Zr
<br />18J JAMB/ SI.L,COR34kl AND AIL ANCI�%7tCE TO BE SEALED WITH SMALL JOINT BEAN SEAIAYr_
<br />H&#, (tb) ALL 141ALLATIOE! ANCHORS MUST. MADE O A CORROSION RESISTANT NATEAM OR. COATING.
<br />I. ENIIF.DM6NT
<br />CAIakEENA• .
<br />Li3L :asa157 rT'I
<br />9626 DENTON AVE.
<br />HUDSON, FL 34667
<br />6EPJ �S�
<br />3 A UN)INUM DESIGNER D SER1-S 1 (>as L CaNf::li tMN CMf
<br />INSTALLATION INSTRUCTIONS FOR.MASONRY
<br />WITH 1 BY WOOD SUCK
<br />smil I •w ( 2CF4
<br />DESIGN LOADS AND ANCHOR WQUERENIENTS
<br />.S2IN A>r139§S BC 111 AMAM
<br />Wufl our ur4n ) t619 .11"a NCG ORE.
<br />i U.00
<br />18.00
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<br />118.00
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<br />36,00
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<br />+A8.00
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<br />48.00
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<br />+35.00
<br />18-W
<br />60-00
<br />2
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<br />-31.00
<br />'3t_00
<br />/8,00
<br />72,00
<br />4
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<br />ZA1Q0
<br />, 24.00
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<br />t 2
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<br />-84,00
<br />'-74.40
<br />+40.00
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<br />24.00
<br />36.00
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<br />-'•46,00
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<br />+51.00
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<br />+59. 90
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<br />3
<br />-0,10
<br />+46.10
<br />} 30.00
<br />46.00
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<br />.-51.00
<br />+31.00
<br />3040.
<br />60.00
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<br />38.00
<br />36.00
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<br />42.04
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<br />42.00
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<br />2
<br />3
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<br />+219
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<br />54.00�
<br />34,00
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<br />64.00
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<br />36.00
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<br />NOTES:
<br />(i) THIS PROOUC r IS DESIGNED TO COMPLY WITH THE 2004 FLORIDA WLDING DOM
<br />SECTIONS ISM,17M AND 2495
<br />(2) T104 PRODUCT RECO RES WIDWRNE DEBRIS t' MAHAL PROTECTION AS DIE$QR ED
<br />IN $E07EON 1400.1,4 Of THE FEOF DA BUILDING CODE, WHEN UBID IN "Pe70ORAl£ DEBRIS
<br />REGIONS.
<br />(3) WINDOW MAT'EMAL: 6043-TB ALUNNWA,
<br />(4 SHIM AS RE"AT EACH SET OF TNSTAUAT3,ONAN0 MP,0 USINO LOAD BEARttt13
<br />WlMi$, MAX, ALLOWABLE SHIM STACK TO BE 1AV. USE SHIMS WHERE SPACE GREATER
<br />THAN 1118" 6 PRESENT.
<br />(S)1 W MA. CONCRETE SCREW ANCHORS N IUST BE OF SUFFICIENT LEND tH TO ACHIEVE A
<br />WK EMBEDMENT OF I IW INTO CONCRETE OR MASONRY FOR 1 X MOOD BUCK OR A MIR
<br />U LA IV E` A UN
<br />t7)
<br />SE TEX fAtR.K OR FOPJ AL PfF FOR PiiRlMETE'R SEAL RO 4 F-XTERtt7Ht OF
<br />(6) IF EXACT W DOW WI' IS NOT LISTED IN ANCHOR CHAFTT, USE 71,1E NEXT SIZE LARGER
<br />WR40MFOR ANCHOR QUANTITY,
<br />I$) GLASS THICKNESS MAY VARY PER ASTM E-1 WO GLASS CHART ReMMMEW8- SINGLE
<br />GLAWSHOWN, INSULATED GLASS ALSO QUALIFIED.
<br />(10) JAUS ISILL CORNERS AND ALL ANCHORS TO BE SEALEOVV£TH SMALL JOINT SEAM
<br />(17)AlL INSTALLATION ANCHORS MUST BE MADE OF R C)ORCiO$IDN RESISTANT MATERWL
<br />OR COATING.
<br />T IO .TIONSU ANCHOR A - ON TH) (12) NO ALL COIF URA S"ED ON ANC R CHART RE Tlua`at S
<br />DRAY+ANG. HOWEVM INSTALLATION SECTION A•A $ BBB APPLY TO ALL CONFIGURATIONS.
<br />(1 T T 3 THESE DESIGN PRESSURES AND INSTALLATION INSTRUCTIONS ALLOW THE USE OF
<br />, J
<br />AUA W
<br />}+8"APaJEALEC GLIB&.
<br />NOTES ON COMPARA7IV>E ANALYSIS & ANCHOt CALCLRAT)ONS
<br />(1) CAWLa.ATIO143 DEW VED PROM TESTED UNIT, TEST REPORT IPCTLA 182SWI
<br />E� 7ED UNTf WAT3E9"0TE", DT 2U' Nx TTTxW' At1$S"ttC47G' 114" flNNFA4D CUA88
<br />AS fd°x 38', USStG}r(3CMANANNEALED
<br />D !i4n1.
<br />CS) NEOI 1WM1 OESaiH LOADS FLORID ON COMPARATIVE ANALYBtT 0,4 &SLABS ¢H HART
<br />FROM A$TM DESIGN LOADS
<br />BASED O COMPARATIVE
<br />(4) POSITIVE 1R`StON LOADS BASED ON COMPARATIVE ANALYSIS EDgt) B0L1N(. WATER
<br />TE$T PRtiSSWE-
<br />5 THETY H ARE DE NOT TOTAL QUANTITY.
<br />4UN4T1 OF ANCHORS OR EACH 8t
<br />( MAX, SPACrAI HFADOR SILL C O"ER IS ir,
<br />(7 t4AX. SPACING ATJAMSCMWRtSd>
<br />(8 MAX SPACING ACROSS HEAD OR SILL IS SAT.
<br />M MAIL SPACING ACROSS JAMBS IS 20',
<br />SUNCOAST DESIGNERS, INC.
<br />9625 DENTON AVE.
<br />HUDSON. FL 34667
<br />71'CCF
<br />SE'R€E8 i300BALUM3NUM IzICTURE Yifl�
<br />NOOW
<br />GENERAL NOTES FOR aNSTALLA'TION
<br />✓✓ �d INSTRUCTIONS (11W ANNEALED GLASS)
<br />FJN0INESR MARK R. 6MPt7H t1R4YAi 8Y: M4AS MT& 12MON
<br />/,Z A: BldV, WSCY'1AW CIV16�. - N.TS,..» NO3OWOd- N.T.S..... N08D4•DOd
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<br />R f4fiC NO, RSV: ISTTSR:
<br />12"&i s `.." W511 A t Coll
<br />NOTM
<br />(1) THr3 RRODUK'T IS DE$K#NEDTO COMPLY WITH THE 2004 FL40RIDA BLJ4UX O CODE,
<br />SECTEQNS ISM T707 AND 2405. 7_
<br />1 1 PCTION TOM I --A OF FLLLDING CODE, WHEN USED )N VaND$ORNE Dog"
<br />REGIONS.
<br />C WINOOWMA7&R1AL:6QA-TSAELIW
<br />3} Ma)td•
<br />SHtMASRE T I
<br />C4 ECCH A I 017 A SET OF NTT BEIAOft ANCHORS USINGHER SPA BEARING
<br />THAN MAX ALLOWABLE" aiH1M STACK TO BE 1N'. CatE SHLMS WHERE SPAN C3FSaATBR
<br />iHUN 1I18" ES PRESENT.
<br />(811W Mk CONC RE-M SCREWANcHORS MUST BE OF "MEW LENGTH TO ACHIEVE A
<br />MIN, EMBE DMENT OF t Uje INTO CONCRETE OR MASONRY FOR i X WOOD SUCK OR A MIN
<br />EMSEDMENT OF 1 112" RTFO $OLIO WPM FOR 2 X BLJCK OR WOOD FRAMED OPEN"36
<br />(OREATER THAN 1 SW THICK),
<br />(6) ALL FACTORY APPLIED HOLES IN FRAME MOUSERS NOT DESMaNATED FOR CONCRETE
<br />SCREW ANCHORS SHOULD. BE FILLED WITH i'66ORFW9 OF B fitoJSNT LENGTH 70
<br />ACHIEVE A MIN. KNIM +1dEW OF SW IWO WOOD SUCK
<br />M USE
<br />LATEX GALIAC OR EQUIVALENT FOR RBRINETER SEAL AROUND EXTERIOR OF
<br />DOOK
<br />WI EXACT WINDOWSIZE IS NOT ttSTFD 1N ANCHOR C%NR7,. USE THE NEXT SIZE LAMERWINDOW FYIiN AP#G1+OR CTUAt41Tf1'.
<br />(B) GLASS THICKNESS MAY VARY PER ABTM C-13DO QV" %MT REOUINCBAEWS, SINGLE
<br />GLAZED SHOWN. 011SULA E T D qLJCB$ ALSO A QUA
<br />LIFIED,
<br />Ham,
<br />a JAMB J S s C7 M-L CXIRNlCR. AND T Tt C4JTttt JOINT SEAM
<br />) ALL ANCHORS Ill SALE SMALL
<br />SEaVANT.
<br />.LLAt ON ANCHORS MAST E@ MIOk OR A CORTSJ4 REf$TANMATFRMLt1 rw
<br />D12 T URA' NO All. C;ONFIG HCNN& O R CHART 040VM ON Tin
<br />RAWING. HOWEVER. INSTALLATION SECTION M4 & B•SAPPLY YO ALLS .00NFIGORATEDN
<br />(18)'THESE DESIGN PRESSURES AND INSTALLATION INSTRucTious ALLOW THE USE OF
<br />IW ANNEALED GLASS,
<br />f411'a`g ON COMPARATM ANALY a ANO►KM C: AELYXJI
<br />CALCULATIONS DERNEO FROM MS, UMIT, TEST IMPORT N CTTLA 13125W-T
<br />) TESTED UNIT WAS *W, 7Tx 72', UIDNIGLW(4Mua)ANWALOD BLABS
<br />ANDA DOWNISIZED TESTED UNIT WAS'O", tie x a$', USiN01A" (SJnm) ANNTALCA GLASS,
<br />�NEOATIVE DESItMI LOADS RASED GN COMPARATIVE ANALYSIS (Pg8 & GLASS CHART
<br />:4$lTA E-13M AND TN&:'LORiDABUELDikiG COOS.
<br />(4) POSITIVE DESIGN LOADS SASM ON COMPARATIVE ANALYSIS (oaf) &MAX. WATER
<br />TEST PRESSURE,
<br />(8) THE OUANTrtY OF ANCHORS ARE FOR EACH SIDE., NOT TOTAL QWKIITY.
<br />M(. MAX SPACING AT HEAD OR S&L R B'.
<br />(7} MAX. SPACING AT JAMS CORNER tt ir �
<br />MAIL SPAGIN D ACROSS PEAO OR ML IS 20".
<br />9} ir
<br />WAX. SPACING ACROSS JAMBS IS 20',
<br />9625 DENTON AVE. j
<br />1 HUDSON, FL 34667 i
<br />WRE SERIES 130M ALUMINUM PICTURE W#NDOVV I
<br />GENERAL NOTES FOR INSTALLATION I
<br />INSTRUCTIONS (1/4" ANNEALED GLASS)
<br />""�� // � ZR MAR14'A"SMITWWa.-
<br />fit!!^'- - tC`. t2�1I114
<br />T. zGPOf D+°ce+L)rM. OIVIi• N.T.S. :: 8Db0I
<br />tl.. EEO. HO:: I term* "
<br />A 20Q4INNS2007 12aaM6 a 'b,L51# I A 3OF12
<br />'•."�7-R#nA''ARPr EApSLLSTE&HIGM�w4r, 3Y'3eN ss11QaJ R'-.' + t•94soada
<br />(( �j T S PRODUCT iS DESiGNiED TO COMPLY WITH THE 2W4 FLORIDA BUILDING O?DE,
<br />9piCTI-S P 16^.6,1707AND 11.11
<br />IWJ B�F_CT PRODUCT
<br />N 1� tAROFF rTHE FES LORIDA BUILDING CODE, WHEN RNAL USED N AiNiNDS DEBRIS
<br />R0100 m,
<br />IS)Yw14UOY1T'"TERtAL: 4o6a-T6 AL(N+INUM>
<br />(4) 81MN RS REO'D AT EACH SE'f WSTALLA7)ON ANt'21ORS USING LOAD BEARING
<br />S!$MS. MAX. ALLOWABLE BlkAt STACK T10 tE HAT. LASE S}nkC4 U 45112 SPACE GREATER
<br />THAN It% -to PpeavNl
<br />tea^ E$J M. "FE SCREWANCHORS
<br />HORS MUST' 8E CP SUFFICIENT X LENGTH TO AC# A N A
<br />MEN. EMBEDMENT CF 1 1J4' INTO CONCRETE OR MASONRY FOR t X W000 BOOK CRANK
<br />LGMBRDMENT OF T 1C2' INTO SOLID WOOD FOR 2 X BUCK OR WOW FRAMED OPT,+WN08
<br />(GREATER THAN 1 3W THICK)
<br />8S ALL FACTORY APPUED HOLES IN FRAME M IRM0155" NOT DES)MOITE4 FOR CONCRETE
<br />�'-^^--^^^•- WN O M _____i SCREW INOHORS SHo= BE FILLED WITH 08 SCREWS OF SUFFICIENT tUNGTH TO
<br />t-- --•i ACHIEVE A MIN. EMBEDMENT OF M- WM WOW Supi4
<br />'�'# i i I"A= r' LATEX CAULK OR EQUIVALENT FOR PERIMETER SEAL AROUND EXTeNOR OF
<br />($) IF EXACT WBNDOW SIZE M NOT LISTED IN ANCHOR CHART, USE THE NEXT SF2E LARGER 7 ''r WIWOW FOR ANCHOR O~117Y,
<br />Am- (f � t'"--' � (($p) GtLASS TKCKN�S MAY VARY PIER ASTM 94100 GLASS CHART RECUHRBMENTS, ajhOLF
<br />( I bIAZEPSSHf0M INSUTATSD GIABSALSO QUALIFIED, -
<br />( tin) JAMS J BILL CORNERS AND ALL ANOHOR3 TO OF SEALED WITH SMALL JOINT sEAm
<br />!i SEALAnt.
<br />WINDOW M (11)All INSTALLATION ANCHORS MUST MAD, OFA CORROSION RESISTANT MATEEMAL
<br />� OR COAT$AG,
<br />(12) NOT M L (X#LFK4(IRJCTTONL3 LISTEq ON AN4E.'klOR T.EfART ARE ON TH#6
<br />iOETAWMJQ.. HtNVEYtER, I4SfRWAT ON SECT)ON MA 4 B.8 ANRrLV TO ALL CONFIGURATIONS,
<br />UM � } j ANNEALED
<br />GLASS, 1fiES AND it4$Ti4t.lATtoN iNSTRUCT)ONS ALLOW THE USE QF
<br />}. - (4-= NOTES ON COMPAWLTNE ANALYSIS b ANCHOR CALCULATION@/
<br />-^'t }- (tj CAtCVtA 40NS DERIVED FROM TEST90 UINNNT, TEST REPORT 0 CTtA 1326W-1
<br />EXTEMOR,IEtW-Ar-o"I 2 TESTED UNIT WAS "O', 7r z.m. USING 1A:` M Mw)ANNEALED GLASS
<br />ANDA 00VO BI27E.D TESTF.O UNIT WAS •O', 84" x M. UBa4G 118" (Sam) ANNEEAL.BD GLASS.
<br />t3) NEGATIVE DESIGN LOADS BARED ON CCMPARATVE ANALYSIS (Fri) & G(Am CHART
<br />FROM ASTM U-1?00 AND THE FLORIN BLA,QO NG QDOE,
<br />(„ P STN< LOADS BASED ON COMPARATIVE ANALYSIS (OUT) &MAX WATER
<br />C6) THE QUANTITY OF ANCHORS ARE FOR EACH SIDE, Ne T TO ,rAL OUANTITY.
<br />'6) WX, SPAC14G AT HEAD OR 04" CORNER IS Cf
<br />t{7) MAX. SPACING AT JAMB CORKER 158'
<br />(8) MAX SPACING ACROSS HEAD QR $ILL J$W
<br />(9) MAX. SPACING ACRC S JAMBS 18 20'.
<br />9625 DENTON AVE.
<br />HUDSON, FL 34667
<br />Me, SERJ S 13000 ALUMINUM PICTURE' `/t iNDOW r
<br />GENERAL NOTES FOR INSTALLATION
<br />INSTRUCTIONS (1)0' TEMPERED GLASS) I
<br />R MA.RICA 4PM'M 8Y:. MAS 'IM 12/1/W
<br />,.r GI50TPI01E CIVIL aOAI.E. N.T.S- 7w, $Df•W2
<br />%Z Zff7l°! PL. WO. W.c 5561 t RCN. LETJ A 7 4F #2 A 2aC•I YYA32W1-12120,0e
<br />~' rarmwoar Eitc€ rw Emmoittwo S71616mmji A k O g,#�i.TJ2 PH W1-%%am
<br />NOTES: -
<br />(1�}THIS P#tC3OUC7 tS 01:S90NE0 TO COMPLY VMTH THE 2004 FLC Fc(DA BUILDING CODE,
<br />l CTIpN81EW6. 1T0T AND 2405.
<br />(2) THI$ PRODUCT RERUIR ER5 WQaQRNE DEBRIS EXTERNAL PROTECTfON AS DESCRIBED
<br />IN SECTION 1eWA A OF THE FLOREDA BUILOR4G OOM, I**Ni USED W WINDRORNE DEEMS
<br />REGIONS,
<br />M WWd)OW M1ATE1MAL : EOo3-T5 ALUMINUM.
<br />(4)SHIMASR$p7JAT1i4K$ETOP IaNSTALLATtONANCHORSVSI"'.QAOSEAAINU
<br />S1f W+S. MAX,. ALLOWA13i€. SHIM SFAGK TO 8E 1W USE SHINS VO4eRE SPACE GREATER
<br />i____.1_.._ . e
<br />{........�. w �{ C(W,; T'ER THAN a am 71IIOK),
<br />1 WIDTH _.1 i (6? ALL FACTORY APPLIED HOLES IN FRAME MEMBERS NOT DESIGNATED. FOR CONCRETE
<br />g' 11
<br />I~ i SCACHkeVi:A LWBEEOWN?"OirWtttTOV4WDSUCK, OF 8UF FICtENT L8;N4TH"F'p
<br />l7} USE LATEX CALLA M EQUIVALENT FOR PERaNETER 3EALAROUND EXTERIOR OF
<br />-T 6,,{ O{S)OIF F3CAOT WBMWOW WE IS NOT 0STW 4N ANCHOR C.HARL USE THE NEXT SIZE LARGER
<br />( W) GLASS
<br />FOR ANCHOR WAVARYQUANTITY.
<br />I
<br />G GLOSS THICKNESS MAY VARYPER LSO C ,A.LAP GLASS CHART REQUIREM6d4TS. SMlOLE
<br />t 1 GLAZED SFIO44N, UeSUiJ,TEO GLASS A{,86 CaJAJJFIF.0.
<br />t�, f10)J.AM$/OUC"ORNERSANDALLANCHORS TO BE SEALED WITH SHALL JOINT SEWN
<br />I ffi L INSTALLATION ANCHORS MUST BE MADE OF A, CORROSION RESISTANT MATERIAL
<br />OR COATING.
<br />(12) NOT ALA, CONFIGURATIONS LMMO ON ANCHOR CHART ARE SHOWN ON THIS
<br />6,alOR.r-'''i I S.0 (DR)AWWG,H.tOWEVER, 6t6TALLA'rnON SEpY)ONA•A88-B APPLY TOALL CpNFIgt1RA'TItlw3.
<br />3 - - 11,§ THNFJ1 OEajGIY88. Ski
<br />R*S ANO W$TAiLATIQN JMTRCJC7iONS A"4Di,V Tt* LiSE OF
<br />aLmc� I t- _�T.. � � � NOTES ON COMPARATIVE ANALYSIS i ANCHOR C ALCUEATION$:
<br />EXTERIOR ELEVATION 8.l#70 (1) CALCULATIONS 06RIVED FROM TESTED UNIT, TEST REPORT s CTLA t828W-f
<br />AIDA TESTED
<br />O M&PI,0 TESTED UNIT V,A4S*Inr,34-. 3W. Utoma lar t'artm)ANNEALED GLA86.
<br />Is) NEGATIVE OUSIGN LOWS BASED ON COMPARATIVE ANALYSIS (pa#) &GLASS CHART
<br />FROM A" C-ASOO AND F WAI IA BUILDING CODE,
<br />(4) POSRTtVE DESIGN LOAD$ "EDrON COMPARATIVE ANALYSIS (PAR &MAX. WATER
<br />TEST PRESSJJRE,
<br />(5) THE OUANTTCY OF ANCHORS ARE FOR EACH SIDE„ NOT TOTAL QUANTEY.
<br />(6} MAX. SPACING AT HEAD OR Sa,1. CORNER IS a',
<br />} MAX. SPACING AT JAW CORNER is Ir
<br />MAX- $PACCNO ACROSS HEAD OR SILL IS 20'.
<br />MAX BPAC**ACRO6SJAEU)$;6zV.
<br />SUNCOAST DESIGNERS, INC.
<br />9625 DENTON AVE,
<br />HUDSON, FL 34667
<br />CRIES 13006 ALUMtf' m PiefuRs, wINDow
<br />GENERAL NOTES FOR INSTALLATION
<br />t WT14NS (3118", OR 1141 TWPVREO
<br />iWRWftR MURKA- 8WfiR ti9iN E1" MLR: 12MM{
<br />�aG6'I.M'4: CNa. E: N,F,S. 7IS'
<br />L. R"4. WO, SSSi t REN. ie5'`rf,T'".a
<br />A .-_� B �OF 12
<br />SUNCOAST DESIGNER% INC.
<br />VERTICAL M1;LLION DESIGN LOAD CAPACITIES
<br />FOR EXTRUDED ALUMINUM TUBE MUI.LMN (0.125 wall) W"HERF. USED
<br />APPROXIMATE Stiff OF TUNE TYPE MULLION, 1" s 2" DEEP s It$"WALLS
<br />RW'PWWVN TWA At TIFAIX1114 1LVIXTNY1a'Q WHIBVF 7'", W11Yr9 ANr) MIRMINIT ARV QRnWN f1X TNTC CUAY:T-
<br />>
<br />1 .IZ"f
<br />Kw
<br />37.ON
<br />44.
<br />33MO
<br />68.009
<br />72 MO
<br />26 610
<br />646 3
<br />14W.7
<br />SK7
<br />564.
<br />584.7
<br />S84.7
<br />554.7
<br />3A4.7
<br />SK7
<br />54.7
<br />SK7
<br />#
<br />. .2
<br />3NA
<br />.4
<br />31 .6
<br />6
<br />305.
<br />2203
<br />.3
<br />22 .3
<br />3&375
<br />2(>kx.2
<br />W7
<br />1 1
<br />7*E:9
<br />I$72
<br />I91,1
<br />tai,8
<br />I$ $
<br />191
<br />3
<br />198
<br />182
<br />A
<br />1' S
<br />s0..
<br />4
<br />!
<br />1
<br />t 38.7
<br />I .
<br />7
<br />1
<br />a
<br />44>010
<br />1.S
<br />1S 1.9
<br />13.t.3
<br />t ,
<br />265
<br />125.1
<br />12E1>6
<br />6
<br />129.E
<br />1
<br />1
<br />INS
<br />1
<br />1012
<br />917
<br />9Z.9
<br />92.9
<br />919
<br />.n.9
<br />40
<br />146A
<br />111,4t
<br />964
<br />3
<br />SJL4
<br />911
<br />93
<br />z
<br />79,2
<br />792
<br />IS,,
<br />4
<br />6
<br />3
<br />1
<br />_
<br />65.3
<br />fi, 3
<br />M41I0
<br />114.1
<br />9Ei 1I
<br />43
<br />6$ 5
<br />.4
<br />64.4
<br />61.
<br />a*
<br />9.3
<br />$7.11
<br />57.0
<br />60.060
<br />9*3
<br />71.1
<br />61.I
<br />5611
<br />Wt
<br />UA
<br />4%7
<br />47,7
<br />46.1
<br />45J
<br />45.3
<br />63"
<br />&L6
<br />6:>Y'
<br />112
<br />47s
<br />4G.9
<br />41.9
<br />414
<br />36.E
<br />37.4
<br />37.3
<br />66.060
<br />a .7
<br />4 7
<br />2,.2.
<br />.IS.O
<br />41.i
<br />40 .2
<br />3$.I
<br />33 $
<br />3a.i
<br />32,5
<br />31.
<br />3L0
<br />84 .
<br />4-.1
<br />1,0
<br />43
<br />5
<br />267
<br />293
<br />23.9
<br />Z26
<br />21.9
<br />900
<br />45.4
<br />:9
<br />€
<br />2S S
<br />24.
<br />22.4
<br />11.
<br />19
<br />1
<br />17.
<br />11
<br />2
<br />2.7
<br />9
<br />t..&
<br />l .6
<br />7.5
<br />33.
<br />24,9
<br />1
<br />19
<br />$.6
<br />I.4
<br />161
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<br />i
<br />13.
<br />12.1
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<br />1fi.$
<br />t'
<br />12 S
<br />1 0
<br />11
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<br />98
<br />9.1
<br />7,S
<br />19$ $$6
<br />11.5
<br />9.7
<br />$.
<br />8.t
<br />7 9
<br />73
<br />6.7
<br />6.2
<br />73
<br />S.0
<br />NOTES.
<br />1. This chart applies ONLY to Sancaast Desigaarii, lac,'&4thmk mm tape m*AWa when wed bdween tents alamhEam wfedow&
<br />2, h dow width
<br />Read w b 46d Rd mrltrs.
<br />hht Ia
<br />t as X art are w ti Tt width,
<br />3. Window widtls hnv8 at aria of tb far a lbdasr atsl O the overall xtadoN httb tr tdaE44 a4161niity
<br />4. Chort h1 not IRtaihd to two wEsldaw eaib is $I smgie opeaiag. design 4$ad capacities apply to any a+katbersf wisdaw
<br />mails of gads lktW on chart, In a Obtain opani%
<br />S. Da ea cl a chart are In PS .
<br />1®a pennon pe ties Hosted sa of eat F
<br />MULLION INSTALLATION REQVIREiv ITS:
<br />i, Ate eh tUae ama & st is m a i6a to substrate attCmal Drat e, s mnal9g aacbM at raee4 cad of onion.
<br />g �
<br />L Wood framed opentaip: Anchor to substrate using #12 woad screws of sufl hat leagt9 to achieve a aniabsBln
<br />emb dmeal of 1112". (Sid chart an second sheet for 9waft of saahan par math'an v6pi.
<br />3. Masonry tlpa*WW Anchor to solistrade Using 11411 Dsa. Tapeeas of sa liicienthaigtft to arhkNe ■ IMirdmaas
<br />emb"Ingeot of 1 t/4". (See chart on second sheds far quantity of ■athors per sneaking t hp).
<br />C Attach wtadow fumes m IB uM n nshlg #8 sea'tsWoli sh d astai germs through sassaketarers pro-fabrhxted
<br />la alin i4A hok6.
<br />roI
<br />+ I II
<br />J
<br />t I 11
<br />f jI I
<br />a
<br />1 # a;i i
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<br />�w J, r y=
<br />:¢"
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<br />Prepared by EXCELLENT ENGWEERING
<br />3730 XLNGSWOOD DR-
<br />SARAS(1TA> FL. 34232
<br />Mark A, Snadb
<br />- _ - Fl. RM.. iNa 35511
<br />I.
<br />t of2 eI4XI-8TQW VA))I-V
<br />I
<br />.
<br />SUNCOAST DESIGNERS, INC.
<br />QUANTITY OF €AS't'17MRS FOR VERTICAL, MULLION D€SIGN LOAD CAPACITIES
<br />fh.rntiwnr.nuhn=. nut mnB.Nna+Wt.A-.I--A Aucl"n n,w.-hwm.1,-#I nf7-
<br />III1FY, f vl.
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<br />NOTE:
<br />(I)This pr$dxt is designed to coin" with the 20" Mrkla Boildin Cade.
<br />(2)Maiaon and anchor strap aaaterht to be 6063-T55 Aluminum.
<br />(3)AII lost4 stion anebors MUST be made of a corrosion resistant tuatarkal oT costing.
<br />Pniprlred by EXCELLENT ENGINEERING
<br />37M KINt it t?f}D DR.
<br />SARASOTA, FL, 34232
<br />M. wk A. Smith
<br />FL PjW No.55511
<br />2 of 3 X,_._e,�%�
<br />itQxl & TtTbt Mni1-V
<br />SUNCOAST DESIGNERS, INC,
<br />HORIZONTAL MULLION DF;4IC,N L()AD CAPACITIES
<br />FOR FXTRUPUP ALUMINUM TUBE MULLION LION (0,125 wall) WILLERF US"
<br />APPRf).XIMATE S14F OF I'tTW,T i'YPI MULLION : I" x 2 1t2" DEEP x III&^ 810K t`ALL:S & 3,'8" UND WA'S
<br />or,T%VYi 1P%11*l4'i`l A1.1 MU'VT1a4 YV11011d' IRW14P9PTHE%"IYrHAI\i!RPI(.14T A ux'.gWf)WV nit TTNC C'AA NT
<br />1V' th a
<br />3$ 250
<br />$1.000
<br />b4,000
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<br />&&.tN10
<br />9$ I00
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<br />1ZE€,tkHi
<br />I+L 0Q
<br />bf_y
<br />1%125
<br />191.0
<br />12610
<br />I VIL41
<br />MA)
<br />1 83.7
<br />(ti#}
<br />1 4T4
<br />3714
<br />28.1
<br />173
<br />11.1
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<br />7-C6,
<br />fz,.0
<br />'1.9
<br />4S.6
<br />36,3
<br />274
<br />20.
<br />14,Y
<br />8,1
<br />32.VW
<br />t47.0
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<br />61% -
<br />6,0
<br />41.3
<br />30"i
<br />23.i
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<br />6.11
<br />_WWO
<br />144.9
<br />83.4
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<br />L chart •1 S %. •1 "u w This Aar. applies UNI,Y o uar4sasr Dex' Ian's 4Wminuln tube muaion when seed between 1w0 4 umia- aI windows.
<br />Ptd �TJ
<br />era,
<br />L Read wEndoww Etb and isei�ti inches,
<br />3. Window height as shown on Y axis ot•cbsrt acre for A single window unit. NOT the Overall whidow assembly height.
<br />4, Chan is But tonited to two window units to 9 single opening, des#go load capacities apply to any number of window
<br />Units of si x fist )n cha in a single o anin , 7x 441 a r4 a16g 1's R.
<br />S. Aeatim preusam capaeitha li tW oD this ebatt are in PSF,
<br />MULLION.' INSTALLATION RE LIRE41 S.
<br />1,Attach mullion tosabstr to asi" Ssenawlf)agners Ind. sautiktn anchor dtip af each dad of multllt .
<br />r t 2 Attad vertluii m I:k eJ it ae fi #n natal mn$nIa ns ti coast er's m0linm auI h z. eH a 1a a ( a , hoalz - kog uo Doiga p M p
<br />of ver(icst mailm8.
<br />3. Woad framed openings: Anchor to substrata using #12 wood strews of Oaf wieut loagth to achieve a minimum
<br />embedment of 1 I «". (Sec chart on second sheet for quantity of Anchor% par mullion clip).
<br />3. ktasonry openings: Anctior to suWralc using 114" Dla. Tapcow; of sutticidnt length, to achieve a minimum
<br />emhodmentof 1 1/4". See chart on mcoadsl m far cant ofaachors r mudlin c' ),
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<br />3, Attach Window k4mdto mUIgo using welttsPP#nasheetand .crew4 fIroco m4oaf4rtu
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<br />installation holes. _ -__,_-..___ _ ___'__.._..__,_.
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<br />Prepared b LXCELLENI' N, iNFERIN G
<br />373E KINGNy Y£iOD DRL
<br />SARASOTA, F 132
<br />k> 34
<br />METE A Smith
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<br />SUNCOAST DESIGNERS, INC
<br />Q€,IANT11Y OF FASTENERS FOR HORIZONTAL MULLION DESIGN LOAD C.A PACITLES
<br />0-tiiv of sn.hn=. ner H elia.t mN_ •-: aI- •eid,t.d- --- f-.heat l of 2.
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<br />NOTE,
<br />(1) Thin prodadt h designed to compy with the 2094 Florida Saikiiag Code.
<br />(2) Maillaa and anchor strap n uaerial to be 6063•-TS Aluminum.
<br />(3) AD iaastailetios anchors MUST he made of a earr0.sloa resistant insterdal or coating;
<br />Preporsd by EXLLENT ENGINEERING t�
<br />373E IWtQSW'OOI) DR.
<br />SARASOTA, FL 34232
<br />- - /,O�t -
<br />Ft, Reg, No, 555II
<br />7 _-
<br />2 012 Ix2_I.W-$ TubeMull4i
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<br />DEDANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 2
<br />P eac o da 3357
<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
<br />www.donscoenginee6ng.com
<br />CA 25948
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<br />THIS IS A NON ENGINEERED
<br />SHEET BASED ON PRODUCT
<br />APPROVAL INFORMATION
<br />LOCATED ON THE STATE OF
<br />FLORIDA'S PRODUCT
<br />APPROVAL SITE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY,
<br />@2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />VERSION NO.
<br />SHEET TITLE:
<br />FLORIDA EXTRUDERS
<br />WINDOWS
<br />SHEET INFORMATION:
<br />JOB NO.:
<br />DATE ISSUED: 09.04.07
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH
<br />WD i,04_
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