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20-22413
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20-22413
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Last modified
5/12/2021 11:48:55 AM
Creation date
5/12/2021 11:48:52 AM
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Building Department
Company Name
SUNSET ESTATES
Building Department - Doc Type
Permit
Permit #
20-22413
Building Department - Name
HUDSON,RONALD & TERRI
Address
39301 9TH AVE
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Andersen. <br /> . TWO INSTALLATION ANCHORS.{SEE, - .. WMA <br /> ..a :TABLE ON SHEET 9'ATMEETINGSTILE' - <br /> .g MAX.O.C.SPACING END LOCATIONS THROUGH HEAD,. <br /> S . ,SEESCHEDUL£ SPACED 2.5"ON EACH SIDEOF:MEETING 'RENEWAL SERIES GLIDER ANCHOR SPACING _ -E••>«••ODOR <br /> - 'STILE... . <br /> CORNER OISF. FROM' MAX O.C.MAX D.C.MAX D.C.DC 100 FOURTH AVE NORTH <br /> SEE SCHEDULE' " EXCCUDESUNIT55,36"X4BP, "- INSTALLATION BAYPORT,MNSSDD9.1096 . <br /> CONFIG. CORNERS HEAD SILL JAMBS INSTALLATION NOTES:', PH;I6sR264.625D Fx:IBsil264.549S <br /> METHOD. <br /> IN) , (IN) (IN) . (IN) HFRAS FRAME INSTALLATIONS, <br /> E�UTIONS, H SILL <br /> • � t � � t FORTHR011G <br /> „ - INSTALLATION CLIP M B E i Z e <br /> 0 NAILFIN 3.5 3.5.'. 3.5;' 3,5 Ii• <br /> •IN LIEU OF FASTENERS THROUGH FRAME, o a g <br /> - _ SPACED IN ACCORDANCE WITH THE <br /> O•= INSTALLATION• •INSTALLATION CLIP SPACING REQUIREMENTS W ; o: a 5 <br /> .0 �; - 5 15.25 .15.25' '16 LISTED IN THE ABOVE TABLE. g <br /> MAX O.C.�SPAGING O,iV CLIP `FOR CUSTOM SASH RATIOS,USE WORST CASE <br /> SEE SCHEDULE -- % !•! THROUGH' •SEE' . ' ANCHOR SPACING'BETWEEN EQUAL SASH AND .a ,0 <br /> ~ FRAME 5.5: 10.125', NOS. 15.25' 1:2 OR 1:2:1 SASH RATIOS FROM TABLE ABOVE. .3�.. Q. -+ <br /> - REFER TO SHEET 1,SEE TABLE ON SHEET 9 FOR Z a m <br /> .O 'ANCHOR TYPE DEPENDENT ONINSTALLATION w3: m <br /> 0 NAILFIN 3.5, 3.5 3.5 3.5 - METHOD AND SUBSTRATE. w <br /> INSTALLATION w . <br /> '0 LLIP 5.5: 15. . 15 16 i <br /> f 6 <br /> N <br /> ^! THROUGH 'SEE. REMARKS BY DATE: <br /> CORNER DIST.. - ,�+ SS .11.25 17.25 <br /> FRAME. NOTES, <br /> sEEscHEDut£ TYPICAL ANCHOR-LAYOUT: <br /> XO OR OX GLIDER <br /> 1:1 SASH RATIO - <br /> ' DMAY NDf PEfIECT ACIVA.L[ONDNIDMS iDP ASP[Ui <br /> SIROMTRECONDIEMENTSOUNUDHEM4,A-YMYE <br /> EPDMTH[REpUMEMENTS DETANED NE0.pN,A pU:NSED <br /> . .. .. .. [NGiNLIR pRAROERFR4NALL PREPARE5NE5PFUNC <br /> .. .. .. - .. •. .. pDEYJN£NISPDRUSE TH60OfSfSlkM. <br /> -TWO.INSTALLATION ANCHORS(SEE <br /> MAX.O.C.SPACING' .TABLE ON SHEET 9)ATMEETINGSTILE ````tiiilitttNJJ�'+ <br /> SEE SCHEDULE END SPAC D 2:5IONS THROUGH ON EACH S DE OEF MEETING �` -.". r��� <br /> STILE RENEWAL'5ERIES-DPUPGRADEGLIDERANCHORSPACING �� ;�'� 4.. <br /> -CORNERDIST., STILE. ESUtZifS536"%46" ` <br /> SEE SCHEDULE _ �. :"�` �0 <br /> - INSTALLATION. :FROM MAX O.C,MAX O,C:MAX O.C. 'INSTALLATION NOTES: .. N 7 7 " <br /> ' <br /> CONFIG.&SIZE CORNERS HEAD: SILL. JAMBS $ A OF ti•; <br /> METHOD . DP:UPGRADE PRODUCTS WHEN ANCHORING : -0 <br /> (IN) '(IN). {IN) (IN)- WITH j'ITW�TAPCON FASTENERSTHE JAMB <br /> T THROUGH FRAME& - SHIM MUST BE USED BETWEEN THE FRAME. <br /> .-a•o'X .JAMB CUP.INSTALL' 5.5 9 9 -9 AND THE 1/4 INCH SHIMSTACK.JAMB SHIM <br /> '��i��SS NGt � <br /> �?, {SiCLQNLY} -NOT REQUIRED WHEN USING JAMB CUP FOR <br /> MAX.O,C.SPACING .. .. SILL FASTENING; xEF�fl ki PONSII)b.t. <br /> 3EE SCHEDULE q'g'a THROUGH FRAME& R 'DROM W°' <br /> '(�'`� 03 Q'x JAMB CUP INSTALL. 5.5 ` 9 9 9 wn c DA UAW BLVD, <br /> {511CONLY}. <br /> .. .. <br /> FL'q: �1[� L <br /> ox JAMB CLIPFINSTALL S.S.• .9. 9 9` FL19563 <br /> IsiLLQNLn 11A7.18 <br /> - 'p W R THROUGH FRAME& - _ DWG.�BY: CHK.BY. <br /> - - 03,�n _ JAMB CLIP INSTALL 5.5' .12.5: MS '12.5 - .. .. V- HFN <br /> CORNER DIST._� - '. - - - - ISILLONLY}. . <br /> ' ;SEE SCHEDULEry - . . - �. i THROUGH FRAME& SCALE: NpTS ry <br /> .. %TYPICAL ANCHORLAYOUI''� - o'tl.O x 'JAMB CUP INSTALL 5.5 15.25. '15.25. 1925. � .. DWG•#: �A V.VD243 <br /> XOGLIDER sbc m (SILL ONLY) SHEET: <br /> ALL METHODS OF INSTALLATION REQUIR :1:2 SASH RATIO- <br /> A CONTINUOUS "BEAD OF SILICONE .. : d <br /> BELOW THE SILL, OF 9 <br />
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