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14-15796
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2014
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14-15796
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Last modified
8/31/2015 10:28:54 AM
Creation date
8/31/2015 10:28:53 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
14-15796
Building Department - Name
STEPHENSON,JON F
Address
5328 3RD ST
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I <br /> Toble 1 -Verified Instotlotions <br /> aCertifico;�on DP (psf) WIDTH (in) HEIGHT (in) <br /> aTwin w/ tronsom +/- $0.0 ' 72 108 <br /> ❑�� Tripie +/- 50.0 709 74 <br /> i <br /> OO --- o � o <br /> �� e� o � o �o NOTES. <br /> � � 1 INSTALLATIONS SHOWN ON THIS DRAWING HAVE BEEN <br /> � VERIFIED AS THE AS-TESTED INSTALLATION FOR THE <br /> PERfORMANCE LEVEL SHOWN. VERIFIED PRODUCTS ARE <br /> O LISTED IN TAB�E t THIS DRAWING APPLIES ONLY TO THOSE <br /> PRODUCTS. <br /> 2, INSTAILAT10N ANCHORS THROUGH THE WINDOW FRAMES AND <br /> Horizontol Mullion Detail � � MULl10N CLiPS SHALL BE MINIMUM //10 SCREWS OF <br /> Vertical Mullion Detoil SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEOMENT OF <br /> 1.5" INTO WOOD FRAMING MEMBER. SCREWS SHALL SATISFY <br /> NATIONAL DESIGN SPECIFICATION FOR MATERIAL PROPERTIES <br /> AND DInnENS10N5. PER NDS-2005 t7.1.4.7, EDGE DiSTANCES <br /> SHALL BE SUFFICIENT TO PREVENT SPLITTING. <br /> 3. WOOD FRA�nING SHALL BE SPRUCE-PINE-FIR (G=0.a2) OR <br /> DENSER. <br /> 4. ANCHORS SHALL BE LOCATED WiTHIN 1/2" Of THE INDICATED <br /> LOCNTIONS. MAX SHIM SPACE IS 1�4" SPACES GREATER <br /> �Na. uo - 5. INSTALLATION ANCHORS SHALL BE LOCATED AS FOLLOWS. <br /> 5.1. TNnN, TRIPLE- JAMBS 6" FROM HEAD AND SILL AND 76" <br /> ON CENTER; HEAD AT THE MIDPOINT <br /> . ]n�cnors 5.2. SINGLE OR TWIN W/ TRANSOM- SH & PW JAM85 6' <br /> � _ MP at ea�n d;o FROM HEAD ANO SILL AND 16" ON CENTER; PW HEAD AT <br /> �� . THE MIDPOINT. <br /> 5.3 ALL CONFIGS.- EACH EXPOSED MULLION END SHALL <br /> HAVE ONE MULLION CLIP INSTERTED, AND 8E SECURED <br /> �2 coc o.s TO THE ROUGH OPENING USING 2 ANCHORS. <br /> � �`��P 6. THESE INSTRUCTIONS ADDRESS STRUCTURAL REQUiREMENTS <br /> ONLY WINDOWS SHAIL BE INSTALLED PER ASTM E27'12 OR <br /> FMA/AAMA 100. <br /> � � 7 SMA�LER WINDOWS OF THE SAME CONSTRUCTION AND EQUAL <br /> OR LESSER DESIGN PRESSURES ARE COVERED BY THIS <br /> 1 6� �6 DRAWING. <br /> 4 � 8. CLAZING TYPE, GLASS TYPE, AND G1A55 THICKNESS ARE <br /> ' 1 4 Q 4 ESTABLISHED BY THIS CERTIFICATION AND SHALL SATISFY <br /> � ASTM E1300. GLAZING TYPE SHALL BE INSULATING GLASS. <br /> � 9. PRODUCTS LISTED IN TABLE 7 ARE NOT IMPACT RESISTANT <br /> g" 6" IF USED IN WIND-BORNE DEBRIS REGIONS, APPROVED <br /> PROTECTiON DEVICES ARE REQUIRED. <br /> ' I 10. ��OCTY H�URRICANE ZONE (HVHOZ)ASPDEF�INED BvTHEH I <br /> Elevotion View Elevotion View <br /> F�ORIDA BUILDING COMISSION. I <br /> THIS DRRw1NG IS PROPRIET�RY nN0 CON�I�ENTIRL TO�TRNY CONPRNIES No. Date Revision Description BY ECN # <br /> ING ANO SHRLL NOT BE REPROOUCtV,COPiEO,OR OISSENINAlEO WIlNOUT <br /> TNE E%PRESSED WRITTEN PERNISSION 0�ATRIUM CONPANIES,INC. <br /> � __ ___ <br /> Ai i��"'�'• V 1 � Z u,�,nw(i»��noy-r«�om) [e+.�(„'):u� Ta<.mw�ca-:cnc <br /> ` C 0 N P A N� I E 5, I N C. ---- E,���,�,�(u/n}u.� xm-YYna <br /> ru: n�o.n ar Mwuae ez oocc swe s,a1 m� <br /> � � 8100/1100/3100/70/7000/200 Single Hung � DJC 70 MARCH 2O09 1:2 ANSI B <br /> Mulled Unit Finless Installation ECN/(aitio�NawJ n.r.�.,� �:�iz <br /> .. ECN-2008-7395J anw-os etoo s�rt+sinunnoN w5mucnoxs <br /> t <br />
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