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19-20922
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19-20922
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Last modified
1/14/2020 11:17:41 AM
Creation date
1/14/2020 11:17:39 AM
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Building Department
Company Name
SUNSET ESTATES
Building Department - Doc Type
Permit
Permit #
19-20922
Building Department - Name
BARGER,KEVIN J
Address
39326 9TH AVE
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o <br /> 48'MAX. FRAME WIDTH <br /> At a <br /> 4 <br /> FOR MAX. OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW <br /> SIZE/PRESSURE TABLE ON THIS SHEET <br /> j CLUSTER FIN FASTENER <br /> -ifI I 2" 2' 41 SCREWS AT MULLION ENDS a <br /> III I—IT SUCH THAT THERE ARE A o <br /> 2' TOTAL OF 3 POSITIONED AS <br /> SHOWN. SEE 'FRAME ANCHOR TS <br /> TABLE" ONESHEET 1NFOR <br /> w I CLUSTER FIN FASTENER SCREWS AT MULLION = j SCREW REQUIREMENTS. <br /> ENDS SUCH THAT THERE ARE A TOTAL OF 3 (NOTE THAT ROOFING NAILS <br /> w N POSITIONED AS SHOWN. SEE "FRAME ANCHOR = ARE NOT APPLICABLE AT <br /> REQUIREMENTS TABLE" ON SHEET 1 FOR w <br /> MULLION END CLUSTERS) <br /> r,,, Cl SCREW REQUIREMENTS. (NOTE THAT ROOFING CLUSTER AN FASTENERS <br /> _ = 5 v NAILS ARE NOT APPLICABLE AT MUWON END w <br /> CLUSTERS) 2" C1 AT MEETING RAIL ENDS o t5 o <br /> x N 5 v SUCH THAT THERE ARE A 3 >=w�^o0 <br /> TOTAL OF 5 POSITIONED AS o ow <br /> o 02" SHOWN. SEE "FRAME v o �' <br /> 3 0 I j o ANCHOR REQUIREMENTS o a s <br /> w ¢ — TABLE" ON SHEET I FOR <br /> o IN FASTENER WITHIN 2" OF CORNERS & CLUSTER FIN FASTENERS AT <br /> n¢ MEETING RAIL ENDS SUCH THAT j REQUIREMENTS. ¢ g o w <br /> 4 t 2" MAX. O.C. WHEN JOB REQUIRED DESIGN o <br /> } PRESSURE IS OVER +/-35 PSF; 9" MAX. 0.C_ THERE ARE A TOTAL OF 5 a <br /> o m WHEN JOB REQUIRED DESIGN PRESSURE IS +/-35 POSITIONED AS SHOWN. SEE z <br /> "FRAME ANCHOR REQUIREMENTS FIN FASTENER WITHIN 2' <br /> N PSF OR LESS. SEE 'FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR OF CORNERS & z <br /> TABLE" ON SHEET 1 FOR REQUIREMENTS. REQUIREMENTS. 81 9" MAX. O.C. SEE 'FRAME c� <br /> 4 j ANCHOR REQUIREMENTS z g <br /> TABLE' ON SHEET I FOR = <br /> ---- B1 REQUIREMENTS. w <br /> c� a <br /> z coo <br /> rn zoo <br /> EXTERIOR ELEVATION: z w< <br /> SIDE-BY-SIDE WINDOW s E5 <br /> SCALE: 3/4' = 1'-0' EXTERIOR ELEVATION: cow „Y <br /> (NAIL FIN MOUNT CONDITION) SINGLE WINDOW WITH TRANSOM Lu wa RE; <br /> SCALE: 3/4' = V-0" y w z <br /> _ALLOWABLE_ SIDE-BY=SIDE <br /> (NAIL FIN MOUNT CONDITION) ftlo qin=�_ <br /> N <br /> WINDOW SIZE/PRESSURE ----- -- - - _ _9-30� ` — <br /> TABLE ALLOWABLE DESIGN PRESSURE <br /> MAXIMUM MAXIMUM ALLOWABLE (TRANSOM UNITS ONLY) u3� <br /> OVERALL FRAME PRESSURE / <br /> FRAME HEIGHT (+/- PSF) + -35 PSF \\\ <br /> WIDTH DIMENSION `%�Q�.�io •...,y�i o N <br /> DIMENSION (IN.) 6 J4, t_co LL <br /> TRIPLE WINDOW =3 <br /> 109 1 63 1 35 hO� <br /> DOUBLE WINDOW '��66b'•••...».-•'h`? 3� <br /> 96 72 1 35 4 /1pRO i,��� oRn N NO. REV. <br /> 72 65 1 2 50 <br /> 1867 1 A <br /> SHEET NO. <br /> 2 OF 5 <br />
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