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19-21989
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19-21989
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Last modified
3/24/2021 12:46:00 PM
Creation date
3/24/2021 12:45:58 PM
Metadata
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Building Department
Company Name
SILVER OAKS
Building Department - Doc Type
Permit
Permit #
19-21989
Building Department - Name
HENDRICKS,GLENDA
Address
6152 SILVER OAKS DR
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i <br /> i <br /> j . <br /> q� Andersen. <br /> d TWO INSTALLATION ANCHORS(SEE � <br /> @ MAX.O.C.SPACING TABLE ON SHEET 9)AT MEETING STILE <br /> SEE SCHEDULE END LOCATIONS THROUGH HEAD, <br /> SPACED 2.5"ON EACH SIDE OF MEETING RENEWAL SERIES GLIDER ANCHOR SPACING <br /> STILE. .,.•o•F�.000•. <br /> CORNER DIST. EXCLUDES UNff55 36"X 48" FROM MAX O.C. MAX O.C. MAX O.C. 100 FOURTH AVE NORM <br /> SEE SCHEDULE INSTALLATION CONFIG. METHOD CORNERS HEAD SILL I JAMBS INSTALLATION NOTES: BAYPORT 55003-1096 <br /> PH:1551116b5150 FX ISM)2E5495 <br /> (IN) (IN) (IN) (IN) FOR THROUGH FRAME INSTALLATIONS, <br /> L <br /> INSTALLATION CLIPS MUST BE USED AT THE SILL l7 uR <br /> O NAILFIN 3.5 3.5 3.5 3.5 zE <br /> IN UEU OF FASTENERS THROUGH FRAME,SPACED IN ACCORDANCE WITH THE ' a e <br /> INSTALLATION INSTALLATION CLIP SPACING REQUIREMENTS ; OMAX.O.C.SPACING O O ¢ CLIP 5.5 15.25 15.25 16 LISTED IN THE ABOVE TABLE. M"lz>SEE SCHEDULE O O '^ FOR CUSTOM SASH RATIOS,USE WORST CASE wiTHROUGH SEE ANCHOR SPACING BETWEEN EQUAL SASH AND oFRAME 5.5 10.125 NOTES 15.25 1:2 OR 1:2:1 SASH RATIOS FROM TABLE ABOVE. ¢o? zO d <br /> REFER TO SHEET 1,SEE TABLE ON SHEET9 FOR g o a <br /> ANCHOR TYPE DEPENDENT ON INSTALLATION zzO NAILFIN 3.5 3.5 3.5 3.5 METHOD AND SUBSTRATE.o c = INSTALLATION 5.5 IS 15 16 K a a <br /> W <br /> Q CLIP F a <br /> CORNER DIST. X THROUGH 5.5 11.25 SEE 17.25 REMARKS BY DATE <br /> SEESCHEDULE TYPICAL ANCHOR LAYOUT FRAME NOTES <br /> XO OR OX GLIDER <br /> 1:1 SASH RATIO <br /> D MAT NOEX DMONS IWLCDNORIONSFOXASPEGFI <br /> SIEF.IF'-WlINOXSCAOSE INSTAHERVNTOOE ED <br /> FROMTNE REgUIRFMENTS OETMEDXENflN,AlIO315E0 <br /> g ENfJNEF•OXMOIOFCTSIMLLIREPMFSOF SiFOK <br /> 6 TWO INSTALLATION ANCHORS(SEE DOCUMEMSFOR OSE WOXTIIN DOCVMEM. <br /> MAX.O.C.SPACING TABLE ON SHEET 9)AT MEETING STILE T I L L rrJ <br /> SEE SCHEDULE END SPACED 2.2.5 ON EACH SIDE OFTIONS THROUGH AMEETING `,,```Lr,L 0����j�' <br /> STILE. RENEWAL SERI ES DP UPGRADE GLI DER ANCHOR SPACI NG <br /> CORNER DIST.SEESCHEDULE EXCLUDES " ��, •E.. ��i� <br /> � r UNITS 5 36 X 48 � ;•N ?••• 'PO � <br /> INSTALLATION FROM MAX O.C.MAX O.C.MAX O.C. INSTALLATION NOTES: _ 7 <br /> CON FIG.&SIZE CORNERS HEAD SILL JAMBS <br /> METHOD • DP UPGRADE PRODUCTS WHEN ANCHORING <br /> (IN) (IN) (IN) (IN) � •D $ A OF <br /> WITH*rrw TAPCON FASTENERS THE JAMB <br /> x THROUGH FRAME O <br /> • o v SHIM MUST BE USED BETWEEN THE FRAME T� O 10 <br /> •a x JAMB CUP INSTALL 5.5 9 9 9 ANDTHE141NCHSHIMSTACK.JAMBSHIM <br /> MAX.O.C.SPACING x m v (SILLONLY) NOT REQUIRED WHEN USING JAMB CUP FOR <br /> SEE SC i; <br /> SILL FASTENING. rt #�y YMYAA.La.[.HEDULE o ¢ v THROUGH FRAME& FLORIDA PE N.757/e <br /> •b o ?� JAMB CUP INSTALL 5.5 9 9 9 MMDM OFD�NO <br /> z7 US EOTSMFI /Sle <br /> ,1p (SILLONLY) FBPH CERT.OF AAWHORIZA fON Na 2D57a <br /> p w THROUGH FRAME& FL N: <br /> a •a x JAMB CUP INSTALL 5.5 9 9 9 FL19563 <br /> a I <br /> x W n (SILL ONLY) <br /> p W THROUGH FRAME& DATE: 11.07.18 <br /> •5 x JAMB CUP INSTALL 5.5 12.5 12.5 12.5 DWG.BY: CHK.BY: <br /> CORNER DIST.� x (SILL ONLY) RV HFN <br /> SEESCHEDULE <br /> O W e THROUGH FRAME& SCALE: NTS <br /> TYPICAL ANCHOR LAYOUT <br /> •� x JAMB CLIP INSTALL 5.5 15.25 15.25 15.25 DWG.#: AWD243 <br /> ALL METHODS OF INSTALLATION REQUIRE 1:2 SASH RATIO <br /> SASH R RATIO x (SILLONIY) SHEET: <br /> A CONTINUOUS%"BEAD OF SILICONE <br /> BELOW THE SILL <br /> OF 9 <br />
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