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10-10431
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2010
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10-10431
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Last modified
3/22/2011 2:18:21 PM
Creation date
3/22/2011 2:14:50 PM
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Building Department
Company Name
TYSON
Building Department - Doc Type
Permit
Permit #
10-10431
Building Department - Name
TERRILL,MICHAEL & REBECCA
Address
6144 10TH ST
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S I��II 111.00" MAX. OVERALL WIDTH _ <br /> CLCJLINE FLANGE TO FLANGE Y^ <br /> BUILDING PRODUCTS CORP. 54.00" MAX. OVERALL i ° <br /> I` FRAME WIDTH �1 N <br /> 1 SILVERLINE DRIVE NORTH BRUNSWICK, NJ08902 PH. 732.435.1000 1 c \ i <br /> i 0 <br /> SERIES 2700, MODEL 2710 :.-E <br /> 2 _ <br /> o 0 <br /> U \, i <br /> EXTRUDED VINYL =" % , m - <br /> SINGLE HUNG WINDOW c; � j a <br /> MULLED UNITS 5 s °a, '1 _ _L3 <br /> ( 2723 & 2724 MULLIONS) ° X X 4 w� <br /> w�� � <br /> .,,= o <br /> U <br /> GERERA4 1 _NPIES ___ _...__ —_ .— — _-_ ' v. <br /> I. THIS PRODUCT HAS BEEN EVALUATED AND I5 IN COMPLIANCE WITH °w <br /> THE FLORIDA BUILDING CODE EXCLUDING THE 'NIGH VELOCITY a <br /> HURRICANE ZONE ". n n <br /> DESIGN PRESSURE RATING MULLED UNH5 (PSF) USING THE 2/23 MULLION <br /> 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON OVERALL FRAME OVERALL SINGLE FRAME WIDTH __ <br /> to <br /> DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND HEIGHT <br /> WALL DRESSING OR STUCCO. 48" 44" 40" 36.7 <br /> 3. WHEN USED IN AREAS REOUIRING WIND -BORNE DEBRIS PROTECTION 73" +60 -60 +60 -60 +60 -60 +60 -60 +60 -60 <br /> THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IMPACT 72" +60 -60 +60 -60 +60 -60 +60 -60 +60 -60 <br /> RESISTANT COVERING THAT COMPLIES WITH 1609.1.4 OF THE FLORIDA <br /> 6 + 60 -60 +60 -60 +60 o <br /> BUILDING CODE - +0 -60 +60 -60 +60 -60 o <br /> 4. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS I 64" +60 -60 +60 -60 +60 -60 +60 -60 +60 -60 > <br /> SHALL BE THE SAME AS TIIAT SHOWN FOR 2X BUCK MASONRY ¢ <br /> CONSTRUCTION. _ 67" +60 -60 +60 -60 +60 -60 +60 -60 +60 -60 <br /> 5. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO <br /> FURTHER ENGINEERING ANALYSIS. DESIGN PRESSURE RATING MULLED UN115 (PSF) USING THE 2724 MU116ON <br /> OVERALL FRAME OVERALL SINGLE FRAME WIDTH <br /> HEIGHT <br /> TABLE OF CONTENTS ``2" 48" 44 �1!I�p a 36" o <br /> SHEET i DESCRIPTION <br /> - -'- 73" +53 -53 +57 -57 +60 -60 4'60 -60 +60 -60 0 <br /> 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 72" +56 -56 +60 -60 +60 -60 +60 -60 +60 -60 m 12/09/05 <br /> 2 HORIZONTAL & VERTICAL CROSS SECTIONS f 68" +60 -60 +60 -60 +60 -60 +60 -60 +60 -60 D N. T.S. _ <br /> 3 MULLION DETAILS & ANCHORING <br /> 4 BUCK & FRAME ANCHORING 64" +60 -60 +60 -60 +60 -60 +60 -60 +60 -60 6.. By: AEM_ <br /> _ 5 BILL OF MATERIALS, COMPONENTS & GLAZING DETAILS CHW a, WWI-I <br /> 62" +60 -60 460 -60 +60 -60 +60 -60 +60 -60 DRAWING . <br /> - <br /> � N F1 -705 <br /> sOOEI I or 5 <br />
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