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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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TWO INSTALLATION ANCHORS.(SEE. - •' Andersen.. <br /> MAX.D.C.'SPACING - .TABLE ON SHEET 9)AT MEETING-STILE <br /> SEESCHEDULE - END,LOCATIONS THROUGH HEAD, <br /> SPACED 2.5"ON EACH SIDE ORMEETING : : RENEWAL SERIES GLI DER ANCHOR SPACING . : . . . . . . <br /> CORNER DIST. .. STILE..' .IRDDL..DDDR. <br /> FROM MAX O.C. MAX O.C. MAX O.C:EXCLUDES UNIT5536"X4B' - lm FOURTH AVE NORTH <br /> SEE SCHEDULE. - INSTALLATION BAYPORT.MNSSm3-1Dse . <br /> CONFIG. METHOD CORNERS HEAD SILL JAMBS INSTALLATION NOTES: Px:IssEl:sa-suD rx lssEl zsasaes <br /> _ .(IN)„ (IN) (IN) (IN) ,•. FOR THROUGH FRAME INSTALLATIONS, <br /> INSTALLATION CLIPS MUST BE USED AT THE SILL l7^ z <br /> NAIL FIN 3.5. 35. 3.5. .3.5 IN LIEU OF FASTENERS THROUGH FRAME, Z G —d -e. <br /> . SPACED IN ACCORDANCE WITH THE o <br /> INSTALLATION' INSTALLATION CLIP SPACING REQUIREMENTS O N 0 0 C�" <br /> .MAX:O.C.SPACING _ CLIP 5:5 15.25 •15.25 16 LISTED IN THE ABOVE.TABLE. - w z j p S 3-$ <br /> rn: "FOR CUSTOM SASH RATIOS,USE WORST CASE 0_' <br /> SEE SCHEDULE : O w z <br /> _x - THROUGH :SEE` � � ANCHOR SPACING'BETWEEN EQUALSASH AND �3,O = - oo <br /> 5.5: 10.125: 15.25' ¢ z u <br /> FRAME NOTES 1:2 OR 1:2:15ASH RATIOS FROM TABLE ABOVE. . ,3 p._ Z. l W <br /> _ REFER TO SHEET 1,SEE TABLE ON SHEET 9 FOR. w a j a . <br /> .. ANCHOR TYPE DEPENDENT ON INSTALLATION .w 'i m m <br /> - 0, NAILFIN 3.5 3.5 •. 3.5 3.5 METHOD AND SUBSTRATE. .¢3' m <br /> o � <br /> �! �! m'o _ 'INSTALLATION a a <br /> 0'� 5.5 15. '15 16 - '�. <br /> 0 Q . CLIP a <br /> X''- N THROUGH 'SEE REMARKS BY DATE: <br /> CORNER DIST..�. _ _ - _ rE 5.5 11.25 17.25.. <br /> SEE SCHEDULE' FRAME.` NOTES <br /> TYPICAL ANCHOR LAYOUT <br /> XO OR OX GLIDER <br /> 1:1 SASH RATIO <br /> 01MYNOEREFU:RRRUD1mNDpIDMS FORq FREp <br /> NEE.IFSRE"QDIIIOE CADSEIXSTIHERDNTpD ED <br /> iROMTNE REpUUEMENR DRRItED HERNN,RUEFNSEO <br /> TWO INSTALLATION ANCHORS(SEE .. ENGw RORARCNpER94U1FMW[SrtEsxaND <br /> xls cow usEwrtNYHNooEVMExr. <br /> MAX.O.C.SPACING TABLE ONSHEET9)AT MEETING STILE _ ME ,JIiIIJJJ <br /> L SEE SCHEDULE END LOCATIONS THROUGH HEAD; 0 J�I� <br /> SPACED 2.5"ON EACH SIDE OF MEETING : - � ••• O �0�� <br /> CORNER DIST.. STILE. RENEWAL'SERIESDPUPGRADEGLIDERANCHORSPACING. ```� ; E <br /> c SEESCHEDULE� EXCLUDES UNTf55'36"X4B" <br /> ` N 7 <br /> INSTALLATION. FROM-MAX O.C.MAX O.C.MAX D.C. "INSTALLATION NOTES: 7 <br /> ` <br /> • CONFIG.&SIZE CORNERS HEAD: SILL <br /> METHOD JAMBS- . <br /> (IN) '(IN): ;(IN) : (IN)' DP UPGRADE PRODUCTS WHEN ANCHORING •O $ A OF ir <br /> .WRH J ITW TAPCON FASTENERS THE JAMB <br /> x ¢ THROUGH FRAME& - <br /> o.W a SHIM MUST BE USED BETWEEN THE FRAME <br /> 'x JAMB CUP.INSTALL" 5.5 9 9" -.9 AND THE141NCH SHIM STACK.JAMB SHIM s G <br /> MAX.D.C.SPACING - x•Y o (SILLONLY) -NOT REQUIRED WHEN USING IAMB CLIP FOR ��i�i O L <br /> SILL FASTENING. esJ 4 1a; <br /> SEE SCHEDULE' C � e THROUGH FRAME& 2awOe P.c xD 7m8 <br /> 0 x JAMB CUP INSTALL: 5.5 9 9. 9 - xe P.B�e�sE NC!ue <br /> (SILLONLY) FOPE CERT.OF AUTHORIZATION RIZAnaN.2857E . <br /> 9 - p THROUGH FRAME&. - FL#: (] <br /> .� x JAMB CUP INSTALL .5.5 .9 9 9 - FL17563 <br /> p �! _ •i x.l7 (SILLONLY) p <br /> •THROUGHFRAME& : DATE: .�.Z.O7.10 <br /> p _ _ _• _ - 0 x JAMB CUP INSTALL 5.5' -.125 : 12.5 12.5-,. DWG.BY: .. CHK.BY: <br /> CORNER DIST. - x-� � - (SILLONLY) : - - RV HFN <br /> SEE SCHEDULE - ;x _ - SCALE: - NTS . <br /> THROUGH FRAME& <br /> TYPICAL ANCHOR LAYOUT' JAMB CUP INSTALL . '5.5 15.25 15.25. 15.25 .. DWG.B: 'AWD243 <br /> XO GLIDER - - x io (SILLONLY) SHEET: <br /> ALL METHODS OF INSTALLAOON REQUIR 1:2 SASH RATIO <br /> ACONTINUOUS%"BEADOFSILICONE - - <br /> BELOW THE SILL <br /> OF-9 <br />
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