|
P:\Projects\2007 Projects\0737-Pasco County - Affordable Housing\Keystone Challenge Fund\Seven Springs\Sheets\PA Sheets\PA Product Approval Sheet 01.dwg, 5/6/20101:46:20 PM, jcallahan, Oce TDS600 3.x.pc3, ARCH D (36.00 x 24.00 Inches), 1:1
<br />11T
<br />114" MAX, SHIM
<br />(MIN. EMBEDMENT)
<br />I (SEE NOTE 2 & 3 ON BHT. 2)
<br />CAULK BETWEEN BUCK
<br />I
<br />1/4" MAX SHIM ���•jj(
<br />1w
<br />(I_urMIN.
<br />AND OPENING BY OTHERS (MIN. EDGE asTJ
<br />p •p
<br />• ;
<br />ANCHOR
<br />(SEE NOTE 2 & 3
<br />ON SHT. 2)
<br />(MIN EMBEDMENT)
<br />�'•
<br />LIP
<br />. .
<br />A
<br />21/r
<br />gip•
<br />• p; p• ANCHOR,
<br />CONCRETE/MASONRY -�
<br />(MIN. EDGE DIST.)
<br />• ' •
<br />p p
<br />INSTALLATION ANCHOR,
<br />DMA. MASONRY ANCHOR.
<br />ANCHOR
<br />p •10 SCREW
<br />$10 WOOD r
<br />BY OTHERS
<br />. •
<br />3118'
<br />CUP
<br />•
<br />p D� • D p• p
<br />p
<br />M�-
<br />a• •a
<br />o •
<br />• • p • • p • p •
<br />• 06 D.
<br />• • •
<br />1 BY WOOD BUCK
<br />• • i• CAULK BETWEEN BUCK
<br />•p e
<br />p D • ► p ' • p `
<br />• •p • •
<br />I_1w
<br />p • p •
<br />BY OTHERS
<br />• 4 AND OPENING BY OTHERS
<br />•. • • r 9• r P•. •
<br />�• Q • p
<br />WNEMBEDMEN
<br />( T)
<br />• •
<br />• i
<br />�
<br />O e
<br />•
<br />. ►
<br />s, •s•
<br />• p
<br />p
<br />•�'
<br />A ; A ;
<br />. p p 2 BY SLICK
<br />•
<br />��� BY OTHERS
<br />EXTERIOR FINISH
<br />BY OTHE18
<br />-4_ 1/4' MAX SHIM
<br />• •
<br />p . •p •
<br />. •
<br />• •
<br />• 4. p• p
<br />(SEE NOTE 2& 3
<br />ON SHT. 2)
<br />• • CONCRETEIMA30NRY
<br />PERIETER CAULK
<br />BY INSTALLER
<br />1 BY WOOD BUCK
<br />•
<br />p •�
<br />• p . p / BY OTHERS
<br />p• f
<br />Br OTHERS
<br />p . p
<br />• •
<br />WINDOW FRAME
<br />• •
<br />. 6'
<br />•QP•
<br />•• JAMB
<br />PERIMETER CAULK
<br />Co.
<br />WINDOW FRAME
<br />ANCHOR
<br />CLIP
<br />• •
<br />Oo PERIMETERCAULK
<br />BY INSTALLER
<br />qRY
<br />HEAD"•
<br />BY INSTALLER
<br />_ nn -
<br />INSTALLATION ANCHOR,
<br />EXTERIOR FINISH -� �1
<br />SECTION
<br />3116"DIA. MASONRY ANCHOR.
<br />(91 ►IDifI EONTAL SECTION
<br />T CLW (MASONRY)
<br />BY OTHERS
<br />CUP (WOOD)HORIZONTAL
<br />ANCHOR
<br />CAULK BETWEEN BUCK
<br />CLIP
<br />AND OPENING BY OTHERS
<br />WINDOW FRAME
<br />SILL
<br />INSTALLATION ANCHOR,
<br />3116' DIA. MASONRY ANCHOR.
<br />PERIMETER CAULK
<br />BYINSTALLER
<br />114" MAX. SHIM
<br />�- (SEE NOTE 2 & 3
<br />EXTERIOR FINISH
<br />ON SHT. 2)
<br />WINDOW FRAME
<br />BY OTHERS D • • • • • '
<br />D •
<br />SILL
<br />D
<br />INSTALLATION ANCHOR,
<br />3118' OIA MASONRY
<br />• • D ► P • P
<br />' • D • • • ► •
<br />'
<br />' D
<br />1 17M
<br />PERIMETER CAULK
<br />ANCHOR
<br />• �► ' i p • D • D D D
<br />P •
<br />(MN. EMBEDMENT)
<br />BY INSTALLER
<br />ANCHOR
<br />CUP
<br />► p • p . • D • ♦ _ •
<br />D • p p
<br />• D . •
<br />114" MAX SHIM
<br />• • D
<br />D �• P•
<br />D • D
<br />EXTERIOR FINISH
<br />(SEE NOTE 2 & 3
<br />p D p •
<br />211?•
<br />BY OTHERS
<br />ON SHT. 2)
<br />OTHERS 30NRY
<br />(MIN. EDGE DIST.)
<br />•• •
<br />BY
<br />PRECAST
<br />1 BY WOOD BUCK
<br />(l3L LTERNATE SILL DETAIL
<br />q UPDATED
<br />PER NEW fBC REQUIREMENTS 07107108
<br />•` i .
<br />By OTHERS
<br />\ CUP (MASONRY)
<br />.� :• :
<br />•; : ie
<br />• . • . • . ► . •• ► .
<br />w •
<br />(MIN EMBEDMENT)
<br />, •
<br />.. • • ;�. • a , , ..
<br />• • • • •
<br />, •• , .Yi•
<br />�\
<br />v SW 44TH AYE.
<br />°� ` FLORIDA 34474
<br />,
<br />CONCRETEILMSONRY
<br />BY OTHERS
<br />21w
<br />(MIN. EDGE DIST.)
<br />^'
<br />, . I LATION DETAIL W LIP - IMPA T
<br />'.:
<br />PVC SINGLE HUN ADEATE* 7r7nooe
<br />rAI VERTICAL SECTION
<br />THE INFORMATION
<br />PROPMETARY AND C01FIDEWTUL
<br />CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY 4-MeAM
<br />- }i • I s� ' L • E _t •
<br />C. �4DEf(TOT•pf� :.. u 8100
<br />NITS CWS-155
<br />QLTCLIP(MASONRY)
<br />WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS AW+IOLEWU1WLMv (E
<br />FL. P.15030. 62514 -
<br />%WTTFN PFR MISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROI�010171[) -
<br />.. • ;.
<br />Ar1IT -6 OF
<br />l
<br />•
<br />(MIN EMBEDMENT) 114' MAX SHIM - Law
<br />DRYWALL �\ (SEE NOTE 2 & 3 ON SHT. 2) (MIN. EMBEDMENT)
<br />BY OTHERS \ 1 8Y WOOD BUCK
<br />�\ BOTHERS Y • DRYWALL
<br />DRYWALL ! I 'i' ' 1l4" MAX SHIM a ♦' BY OTHERS
<br />BY OTHERS CONCRETE/MASONRY •f•A •f•1•' (SEE NOTE 2&30NSHT, 2) •1�„tip„
<br />21/7" BY OTHERS
<br />A•A•
<br />(MIN EDGE DIST.) �♦ � ♦ -CAULK UNDER SCREW
<br />INSTALLATION ANCHOR, 3/16• DMA. � HEAD BY INSTALLER
<br />CONCRETEPMASONRy • '' MASONRY SCREW WT4EOPRENE
<br />BY OTHERS •y BACKED WASHER THRU SCREW • • '
<br />• . • 3L1PPgiT • 2 BY WOOD BUCK
<br />CAULK BETWEENIFRA.
<br />• ► • .� • %• • j • • • , '' ,•, ♦ A . • BY OTHERS
<br />BUCK AND OPENI
<br />BV OTHERS 1 BY WOOD BUCI( (MIN EMBEDMENT) • ' . ' WIND0MW FRAME • INSTALLATION ANCHOR, 010 DIA
<br />BY OTHERS z 1n' JAMB
<br />.WOOD WASH R NEOPRENE
<br />EXTERIOR FINISH (MIN. EDGE DIET.) 4 • 1 ♦ SUPPORKEO WASHER THRUSCREW
<br />BY OTHERSSUPPORT
<br />L(SEE NOTE 2 & 3 ON SHT. Z) 114" MAX SHIM
<br />PERIMETERCAULK PERIMETER CAULKPERIMETER CAUBYINSTALLER BY INSTALLERBYINSTALLER CAULK UN DER EXTERIOR FINISH EXTERIOR FINISH CAULK BETWEEN
<br />SCREW HEAD BY INSTALLERS CAULK BETWEEN BY OTHERS BY OTHERS BUCK AND OPENING
<br />BUCK AND OPENING BY OTHERS
<br />WINDOW BY OTHERS HORIZONTAL SECTION HORIZONTAL SECTION
<br />HEAD FRAME((MASONRY) 7 FRAME (WOOD)
<br />INSTALLATION ANCHOR, 3116' DIA.
<br />MASONRY SCREW wdNEOPRENE
<br />BACKED WASHER THRU SCREW CAULK UNDER SCREW
<br />SUPPORT HEAD BY INSTALLER
<br />WINDOW FRAME INSTALLATION ANCHOR, 3116"DIA.
<br />SQL MASONRY SCREW WWNEOPRENE
<br />BACKED WASHER THRU SCREW
<br />SUPPORT
<br />INSTALLATION ANCHOR, 3716' DIA. PERIMETER CAULK j` 1/4' MAX SHIM
<br />MASONRY SCREW WWNEOPRENE BY INSTALLER (SEE NOTE 2 & 3 ON SHT. 2)
<br />WINDOW FRAME BACKED WASHER THRU SCREW
<br />BILL SUPPORT
<br />MIT. FINISH D • ' • • ' ' • D
<br />BY OTHERS • D D
<br />CAULK UNDER D D . • • II , •_ D
<br />SCREW HEAD HIGH STRENGTH STRUCTURAL • ► • P . D • (MIN
<br />T)
<br />BY INSTALLER GROUT BY OTHERS D • i �. P•D • e D► D D' 6 • S •• ►p (MIN EMBEDMENT)
<br />i . to
<br />PERIBYINSTALLER CAULK •
<br />LLER V4' MAX SHIM D • b i D D D• �• pD . i D' i
<br />(SEE NOTE 2 & 3 ,•I z-
<br />ON SHT. 2}
<br />EXTERIOR FINISH EREAASCkIRV (MIN EDGE DIST.)
<br />BY OTHERS
<br />BY OTHERS BY OTHERS L'p1ALTERNATE PRECAST SILL DETAIL
<br />�} ' , �! • SILL s7ool ' 7 FRAME (MASONRY) A UPDATED PER NEW FBC REQUIREMENTS 07107MS
<br />►• • BY OTHERS
<br />► ; ► . ► •► . , • • •. • ► ' USE SOLID WOOD Y� !
<br />: ' t . , Ei.aw("••' -
<br />'• • .. ' i • _•' .• i •• • ' SUPPORT TO MAKE SILL
<br />• = .. �. � � •.. •� LEVEL BY OTHERS e SW 44TH AVE.
<br />• ► • •• ► • - t t14• a b ,-:. y FLORIDA 34474
<br />CONCRETEMIA60NRY (MIN EMBEDMENT) �v' R�-. IN TALLA N DE T L THRU FRAME - MPR T
<br />BY OTHERS 2 r� ° y��{w� . °+ _ PVC SINGLEHU ADE Pt 7nr2OOS
<br />(MIN. EDGE DIST.) *I �'o = ( C aN', r, a .,
<br />iE\ VERTICAL SECTION PROIN THIS
<br />CWFlIIENTML • .:.� o. L . NO.:
<br />THE INFORMATION CONTAINED N T11S IXIANINfi IS THE SOLE PROPEIfriY• -- .:� - � � 8100 NITS CWS-155
<br />7 FRAME (MASONRY) WINDOW SYSTEMS. RAC. ANY R�ROp()CTWN N PART OR AS A IMiOLEL FL A 66Z I- 0 : . L
<br />WRITTEN PEAA•551ON OF CUSTOM WINDOW SYSTEMS. RTC. IS PRO ,,. ,. - � A ' 7 OF 6
<br />4
<br />SHEATHS
<br />BY OTHffI
<br />EXTERIOR FINISH
<br />BY OTHERS
<br />CAULK BEHIND FIN
<br />BY INSTALLER
<br />WINDOW WRAP
<br />9Y INSTALLER
<br />PERIMETER CAULK
<br />BY INSTALLER
<br />WINDOW FRAMI
<br />HEAD
<br />2 BY WOOD BUCK
<br />BY OTHERS
<br />INSTALLATION ANCHOR,
<br />INS WOOD SCREW
<br />1/4" MAX SHIM
<br />(SEE NOTE 2 & 3ON SHT. 2)
<br />2 BY WOOD BUCK
<br />BY OTHERS
<br />INSTALLATION ANCHOR,
<br />"WOOD SCREW
<br />1 112"
<br />(MP EMBEDMENT)
<br />SHEATHING
<br />BY OTHERS 1 • . d
<br />d• T•V
<br />d• t••
<br />EXTERIOR FINISH
<br />�-j 1/4' MAX SHIM
<br />f (SEE NOTE 2 & 3 ON SHT. 2)
<br />WINDOW FRAME
<br />JAMB
<br />WINDOW FRAME
<br />SILL
<br />4
<br />SHEATHS
<br />BY OTHffI
<br />EXTERIOR FINISH
<br />BY OTHERS
<br />CAULK BEHIND FIN
<br />BY INSTALLER
<br />WINDOW WRAP
<br />9Y INSTALLER
<br />PERIMETER CAULK
<br />BY INSTALLER
<br />WINDOW FRAMI
<br />HEAD
<br />2 BY WOOD BUCK
<br />BY OTHERS
<br />INSTALLATION ANCHOR,
<br />INS WOOD SCREW
<br />1/4" MAX SHIM
<br />(SEE NOTE 2 & 3ON SHT. 2)
<br />2 BY WOOD BUCK
<br />BY OTHERS
<br />INSTALLATION ANCHOR,
<br />"WOOD SCREW
<br />1 112"
<br />(MP EMBEDMENT)
<br />SHEATHING
<br />BY OTHERS 1 • . d
<br />d• T•V
<br />d• t••
<br />EXTERIOR FINISH
<br />�-j 1/4' MAX SHIM
<br />f (SEE NOTE 2 & 3 ON SHT. 2)
<br />WINDOW FRAME
<br />JAMB
<br />WINDOW FRAME
<br />SILL
<br />BY OTHERS
<br />WINDOW WRAP
<br />BY INSTALLER
<br />CAULK BEHIND FIN
<br />BY INSTALLER
<br />PERIMETER CAULK
<br />BYINSTALLER
<br />CAULK BEHIND FIN
<br />1W MAX SHIM
<br />(SEE NOTE 2 & 3 ON SHT. 2) L�1
<br />HORIZONTAL SECTION
<br />BY INSTALLER
<br />LAB
<br />FIN (WOOD)
<br />PERRAETERCAULK
<br />•�
<br />BY INSTALLER
<br />2 BY WOOD SUCK
<br />•
<br />314
<br />BY OTHERS
<br />•••
<br />WINDOWWRAP
<br />,t••
<br />BY INSTALLER
<br />; y
<br />INSTALLATION ANCHOR,
<br />•' ••
<br />IM WOOD SCREW
<br />-
<br />EXTERIOR FINISH
<br />•'r
<br />BY OTHERSiL
<br />ti •/ 800
<br />,.-i.
<br />SHEATHING-'
<br />(INN EMBEDMENT)
<br />BY OTHERS
<br />'-
<br />"-d N} �'•
<br />VERTICAL SECTION
<br />Y.."
<br />IN (WOOD)
<br />PROPMETARY MO COMFIOENTNL :-Is
<br />THE INFORMATION CONTAINED IN T4S DRAWIND IS THE SOLE PROPERTY
<br />" �S'1LIOB8w'1=0cvMM•MI .<.
<br />WINDOW SYSTEMS. INC, ANY REPRODUCTION IN PART OR AS AYM/OLLEENMST�HOU7
<br />FL PE.,Ib.A2614
<br />CUSTOM PERMISSION OF CUSTOWIDOW SYSTBIS. INC. 6 PROFY&TED.
<br />•ditBlf(ti��A`
<br />SINGLE HUNG ELEVATION (IMPACT) PVC IMPACT REOUIR MENT:
<br />(SHOWN W/ DIFFERENT OPTIONS) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING
<br />CODE, CURRENT EDITION
<br />53 118' S3 t/6'
<br />MAX. OVERALL MAX OVERALL 2. GLAZING OPTIONS: (SEE SHEET 3)
<br />FLANGE WIDTH FLANGE WIDTH
<br />51 7/r MAX. UNIT WIDTH 3. CONFIGURATIONS'. "O/X".
<br />51 7/r MAX, UNIT WIDTH
<br />47 11/1W GLASS OLO 41 11116' GLASS DLO 4. DESIGN PRESSURE RATING: (SEE TABLES -SHEET 3)
<br />- i F__ F I -_ -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300..
<br />691re-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND
<br />76' MAX GLASS TABLES ASTM E 1300.
<br />MAXOVERALL 7 O 3GLA S OVERALL 331 5. ANCHORAGE. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED 1N THE DESIGN OF THIS PRODUCT. SEE
<br />FLANGE
<br />FLANGE
<br />DLO HEIGHT 114• Duo SHEETS 6-8 FOR ANCHOR DETAIL.
<br />74 3/4• MAX 6. SHUTTERS ARE NOT REQUIRED.
<br />MAX HEIGHT
<br />HIGHT 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND
<br />UNIT
<br />E30 1/2"
<br />3r 33 11116' MAX 27 3116' JAMB.
<br />MAX. GLASS SASH GLASS
<br />SASH X DLO HEIGHT A �O B. REFERENCE TEST REPORTS: NCTL-210-3168-2 , NCTL-2103168.2A , NCTL-210.31663 , NCTL-210-3168�
<br />HEIGHT I lr
<br />_____IL 9. SERIES ! MODEL DESIGNATION SHS100.
<br />45 Illy
<br />45111 GLASS DUD 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO
<br />GLASS DLO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD.
<br />7 5 HI SASH ORIEL
<br />7 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING' X =OPERABLE SASH, O =FIXED SASH
<br />EQUAL SPLIT 12. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SMRLAR LOCATION.
<br />3r MAX OVERALL
<br />53 I/r 53 Its" FLANGE WIDTH
<br />MAX. OVERALL MAX. OVERALL 35 W4" MAX UNIT WIDTH
<br />FLANGE WIDTH FLANGE WIDTH 31 9MG' GLASS OLD
<br />51 7/8' MAX. LINIT WIDTH 51 71r MAX. UNIT WIDTH
<br />47 11116' GLASS DLO 47 1 N16" GLASS OLD 6r
<br />-7MAX
<br />63618" 63Stir OVERALL O 27!
<br />FLANGE GLASS
<br />OERALL 33 Irr OVERALL. 33-W HEIGHT 61 3t4" OLO
<br />FLANGE O GLASS FLANGE O GLASS MAX
<br />HEIGHIT 52 31r DNA HEIGHT 62 1116' OLO UNIT
<br />MAX MAX HEIGHT 30•
<br />UNIT UNIT MAX G273116•
<br />HEIGHT SHT SASH
<br />24 S?r �/ 21 3/8" 24 511Ir 21• HEIGHT OLD
<br />SASH x GLASS MAX. X GLASS
<br />SASH
<br />HEIGHT 4 OLOHEIGHT /� DLO
<br />21 I&Ir
<br />GLASS DLO
<br />GLASS O GLASS ao E UAL SP IT UPDATED PER NEW FBC REQUIREMENTS 07/07/08
<br />60/40 SPLIT ORIEL 4 HI SASH ORIEL
<br />TABLE OF CONTENTS
<br />GENERAL NOTES & ELEVATIONS.....I 44TH AVE.
<br />e
<br />ANCHOR SCHEDULE & NOTES .......... 2 ?- F' FLORIDA 34474
<br />DP CHARTS & GLAZING DETAIL........3 •� `
<br />SECTK)N VIEWS ............................. 4 ` .' 4 NOTES & EIII/ATIONS - IMPACT
<br />EXTRUSIONS & B.O.M..................5 r , +. N �MQ s : 7p/2006
<br />INSTALLATION DETAIL .............. .. 6-8 o • Ohl -. i' PVC SlINGLE ADE
<br />PROMWTARYAW COMMOIEW"U. • �-b
<br />THE INFORMATION CONTAINED IN TMSIIRAWMNo1s THE SOLE PR�4fM6TTOq _ LIMO OMAB-..a fl NITS .NO.: CWS-15S
<br />WINDOW SYSTEMS INC. ANY REPRODUCTION N PART OR AS A TTff�� FL P 62514'
<br />WRITTEN PERL•SFJON OF CUSTOM WINDOW SYSTEMS, INC. NS - • - . L A I OF 8
<br />,� • c_ ,_r
<br />SO 00.
<br />.45•i/ell iyf•16{Pt\
<br />SEE NOTE 2
<br />1T
<br />MAX. O.C. -7
<br />(TYP.)
<br />6"
<br />AX
<br />(T6yp) 1 1
<br />9
<br />MAX O.C.
<br />(TYP)
<br />INSTALLATION X
<br />ANCHORS TYP.
<br />4
<br />ANCHOR LAYOUT- (FLAWX)
<br />THRU FRAW & CLIP (MASONRY OPENING)
<br />ISPECM FOR 75D-P )
<br />4" 4"
<br />MAX. MAX
<br />4"
<br />MAX
<br />(TYP) f
<br />w
<br />MAX O.C.
<br />(TYP)
<br />r
<br />MAX. O.C.
<br />(TYP.)
<br />-SEE NOTE
<br />L
<br />MAX
<br />(TYP)
<br />6'
<br />MAX
<br />(NIP)
<br />Ir
<br />MAX O.C.
<br />X
<br />4 INSTALLATION
<br />ANCHORS TYP.
<br />INSTALLATION
<br />ANCHORS TYP.
<br />ANCHOR LAYOUT - (FIN)
<br />THRU NMIIM'i•IN IWW0 OPEN
<br />(SPECIFIC FOR 750.P.)
<br />SEE NOTE 2
<br />ANCHOR LAYOUT - (FLANGE)
<br />TNIAU FRAFAE & CU ()
<br />(SPECIFIC FOR 67 5 D.P.)
<br />NOTES:
<br />1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION
<br />2. SHIM AS READ AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE
<br />SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT.
<br />3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHM1S ARE NOT ALLOWED.
<br />4. 3116" DNA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY
<br />THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 112" SHALL BE ACHIEVED.
<br />5. 010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK.
<br />6. 08 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN
<br />INSTALLATION
<br />7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT.
<br />S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING,
<br />9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL
<br />NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW, `L` '
<br />10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIE2
<br />A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 '
<br />S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PS(.
<br />C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). y
<br />PROPRETMY MID CONRWNM - �� �of"
<br />THE INFORMATION CONTAINED IN TMS O RAW1NG THE
<br />E SOLE PROPERTY OF01IT
<br />WINDOW SYSTEMS INC. AN/ REPRODUCTION IN PART OR AS A WHOLE VAT TI
<br />E
<br />WRTTEN PERMSSION OF CUSTOM W WDOW SYSTEMS. INC. IS PROMS 2 v
<br />i
<br />C '
<br />4'
<br />MAX (T
<br />P
<br />MAX (TIP)
<br />6•
<br />MAX O.C.
<br />INSTALLATIO
<br />ANCHORS TV
<br />ANCHOR LAYOUT - (FIN)
<br />THRU NNUNO FIN MOOD OPENING)
<br />(SPECIFIC FOR 67.SO.P.)
<br />TE 6
<br />MOOMLARSIZ?'s IUMT - YWM DMVSMM
<br />HOMINY tM
<br />WIMTH
<br />I"
<br />GL.A$$
<br />TYPE
<br />27112
<br />29112
<br />31112
<br />361/2
<br />36l/2
<br />41112
<br />1 43112
<br />47112
<br />1 61112
<br />13112
<br />55112
<br />69112
<br />63112
<br />66112
<br />671/2
<br />71112
<br />74314
<br />23112
<br />A.B
<br />+75/-75
<br />-751-75
<br />-751-75
<br />+751-75
<br />+7S/-75
<br />+75/-75
<br />+T51-75
<br />+7S1-75
<br />-751-75
<br />+751-75
<br />+751-75
<br />•751-75
<br />+67.51-67.5+67.5/-87.5+67.51-67.5+67.51-67.5+67.5/-67
<br />27111
<br />A,8
<br />+75/-75
<br />-751-75
<br />+75/-75
<br />+75/-75
<br />+75/-75
<br />+75/-75
<br />+751-75
<br />+75/-75
<br />+751-75
<br />+75/-75
<br />+751-75
<br />+751-75
<br />+67.51-67.5+67.5/-67.5+57.5/-67.5+67.51-67.5+67.5/-67
<br />29112
<br />A,B
<br />+751-75
<br />+751-75
<br />+751-75
<br />+761.75
<br />+751.75
<br />+751-75
<br />+751-75
<br />+751-75
<br />+751-75
<br />+751-75
<br />+751-75
<br />+751-75
<br />+67.5/-67.5+67.5/-67.5+87.51-67.5+67.51-67.5+e7.5/-67
<br />31112
<br />A,B
<br />+75/-75
<br />-751-75
<br />+751-75
<br />+751-75
<br />+751-75
<br />-751-75
<br />+751-75
<br />+751-75
<br />+751.75
<br />+751-75
<br />-751-75
<br />-751-75
<br />+67.51-67.5
<br />+67.5/-67.5
<br />+67.51-67.5
<br />+67.5/-67.5
<br />+67.51-67
<br />UV2
<br />A.5
<br />+75/-75
<br />+751-75
<br />+761-75
<br />1 +75/-15
<br />+75/-75
<br />+761-75
<br />+ISI-IS
<br />+751-75
<br />-751-75
<br />+751-75
<br />+75/-75
<br />1 +751-75
<br />+6751-67.5+67.51-671+57.51-67.5+67.51-67.5+67,51-67
<br />39112
<br />A. S
<br />+67.51-67.5
<br />+67.51.67.6
<br />+6731-67.5
<br />-67.51-675
<br />+67.5/-67.5
<br />+67.5/-67.5
<br />+67.5/-67.5
<br />+87.51-67.5
<br />+67.5/-67.5
<br />+67.5/-67.5
<br />-67,51-67.5
<br />+67.51.07.5
<br />+67.51-67.5
<br />+67.5/-67.5
<br />+57.51-67.5
<br />+57.5/-67.5
<br />+67.51-87
<br />41118
<br />A, B
<br />+67.51-67.5
<br />+67.51-67.5
<br />+67.5/-67.5
<br />+67.51-67.5
<br />+67.51-67.6
<br />+67.51-67.5
<br />+67.51-67.5
<br />+67.51-67,5
<br />+67.5/-67.5
<br />+67.5/-67.5
<br />+67.5/-67.5
<br />+67.5/-67.5
<br />+67.5/-67.5
<br />+67.51-67.5
<br />+67.51-67.5
<br />+67.51-67.5
<br />+47.51-67
<br />43112
<br />A, B
<br />+67.5/-67.5
<br />+67.51-675
<br />+67.51-67.5
<br />-67,51-67.5
<br />+57.5/-67.5
<br />+67.51-67.5
<br />+67.5/-67.5
<br />+67,5/-57.5
<br />+67.51-675
<br />+6751-67.5
<br />+67.5/-E.5
<br />+67.5/-67.5
<br />+67.51-67.5
<br />+67.51-67.5
<br />+67.5/-67.5
<br />+67.51-67.5
<br />+67.51-67
<br />47112
<br />A, B
<br />+67.5/-67.5
<br />+67.61-67.5
<br />+67.V-87.5
<br />+67.51-87.5
<br />-67.51-67.5
<br />+67.51-67.5
<br />+67.51-67.5
<br />+67.5/-67.5
<br />+67.51-67.5
<br />+67.51-67.5
<br />-67.51-67.5
<br />+67.5/-67.5
<br />+67.51-67.5
<br />+67.51-67.5
<br />+57.51-67.5
<br />+67.5/-67.5
<br />-67.51-67
<br />glitz
<br />A. B
<br />+87.51-67.5
<br />+87.5/-67.5
<br />+67.5/-67.5
<br />+E7.5/-67.5
<br />+67.51-67,5
<br />+67.51.67.5
<br />+67.51-67.5
<br />+67.51-67,5
<br />+67,51-67.5
<br />+67.51-67.5
<br />+67.5/-67.5
<br />+67.51-67.5
<br />+67.5/-67.5
<br />+67.51-57.5
<br />+67.5/-67.5
<br />+67.51-67.5
<br />+67.51-87
<br />COMMODITY sMo (Tip to M
<br />HEKWtM
<br />11910TH
<br />(III
<br />GLASS
<br />TYPE
<br />26
<br />36 SA
<br />6o 6A
<br />66
<br />63
<br />T2
<br />78
<br />19118
<br />A.5
<br />+751-75
<br />-751-75
<br />-751-75
<br />+T51-75
<br />+751-75
<br />+67.5l-67.5
<br />+67.51-67.5
<br />26112
<br />A. B
<br />+751-75
<br />+751-75
<br />+751-75
<br />+751-75
<br />+75/-75
<br />+67.5/-07.5
<br />+67.51-67.5
<br />37
<br />A,B
<br />+751-75
<br />+75/-75
<br />+75/-75
<br />+75/-75
<br />+75/-75
<br />+67.51.67.5+67.51-67.5
<br />6314
<br />A. B
<br />+67.51-67.5
<br />+67.51-67.5
<br />+67,51-67.5
<br />+67.51-67.5
<br />+67.51-67.5
<br />+67.51-67.5
<br />+67.5/-67.5
<br />314" OVERALL
<br />W4" OVERALL
<br />1/8' ANNEALED GLASS
<br />1/r TEMPERED GLASS
<br />5/1r AIRSPACE
<br />5116" AIRSPACE
<br />5 W LAMINATED
<br />SI16' LAMINATED
<br />11r ANNEALED GLASS
<br />Itr ANNEALED GLASS
<br />3132' DUPONT PVS INTERLAYER
<br />3/32" DUPONT PVB INTERLAYER
<br />I/6• ANNEALED GLASS
<br />Itr ANNEALED GLASS
<br />NOTE:
<br />1.11F SIM INTENDED IS NOT SHOVYN,USE NEXT
<br />LARGER SIZ
<br />.
<br />A UPDATED PER NEW FBC F
<br />t _•
<br />GLASS TYPE A GLASS TYPE B
<br />��:�
<br />r •�
<br />000 SW 44TH AVE.
<br />�..
<br />o -
<br />,ALA, FLORIDA 34474
<br />,�"•
<br />_
<br />�' .
<br />•
<br />DP CHART & GLAZING D T
<br />,"t`-
<br />o
<br />-
<br />_
<br />:saVc �N!FII•
<br />PVC SINGLE HUN
<br />PROPNETARY MID CONi06NTML
<br />THE
<br />,.
<br />L ROQ
<br />8100
<br />THE INFORMATION CONTAIED IN THIS DRAWING IS SOLE
<br />WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A
<br />•,
<br />- FL P13 NO. 62514
<br />_
<br />WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS
<br />a-
<br />�.
<br />` 7n12000
<br />L w NO.: CWS-155
<br />A 3OF8
<br />0 2010 BY DESIGN STYLES, INC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AN UNPUBLISHED WORK OF DESIGN STYLES, INC. AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DESIGN STYLES, INC.
<br />T
<br />0
<br />0
<br />D
<br />-
<br />W
<br />6
<br />'0 O
<br />C_
<br />m
<br />n
<br />r-
<br />m
<br />n
<br />C
<br />0-0 --1my
<br />D
<br />D O C
<br />Z
<br />m
<br />0 ca
<br />=n
<br />m
<br />>
<br />Z
<br />Cl
<br />(� O
<br />/L
<br />V/
<br />O
<br />m
<br />-4
<br />!7
<br />0
<br />111111111mma
<br />The Seven Springs - Keystone Challenge Fund
<br />38826 4th Ave. Zephyrhills, FL 33542
<br />PREPARED FOR:
<br />Pasco County Community Development Division
<br />Project: #0737
<br />O. n.1
<br />a o
<br />v v d
<br />•G N N �
<br />'0 V
<br />IO 0 w
<br />s ^ w C o-
<br />n ID A w
<br />o -N• N LL-n q IO
<br />V 10
<br />(M^
<br />VI
<br />r••Ir
<br />3 CC 6 0 .4 o KtgM TFOM every angle:- V A7
<br />The Seven Springs - Keystone Challenge Fund
<br />38826 4th Ave. Zephyrhills, FL 33542
<br />PREPARED FOR:
<br />Pasco County Community Development Division
<br />Project: #0737
<br />O. n.1
<br />a o
<br />v v d
<br />•G N N �
<br />'0 V
<br />IO 0 w
<br />s ^ w C o-
<br />n ID A w
<br />o -N• N LL-n q IO
<br />V 10
<br />(M^
<br />VI
<br />r••Ir
<br />3 CC 6 0 .4 o KtgM TFOM every angle:- V A7
<br />
|