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14-15796
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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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Tobte 1 -VeriFied Instollotions <br /> ceran�oc�o� DP (P5r) WIDTH (��) HEiGHT (;�) <br /> (/i0 SCREW 1" MIN. EMBEDMENT— — <br /> NOTE 2 S;ng1e Hun4 +/- 25.0 48 78 <br /> Sing�e Hung +/- 50.0 36 74 <br /> [..�° O�_.! �J o� o <br /> � NQTES. <br /> � t INSTACCATtONS SHOWN ON THIS ORAWtNG HAVE HEEN <br /> EXTERiOR FiNISH VERIfIED A5 THE AS-TESTED 1NSTALLATIQN FOR THE <br /> PERFORMANCE LEVEL SHOWN. VERIFIED PRODUCT5 ARE <br /> LIS7ED IN TA6LE 1. TWIS DRAWING APPUES ONLY TO THOSE <br /> PR4DUCT5. <br /> � 2. INSTAlEAS10N ANCHQRS SHAtI BE �'7� SCftEWS OF <br /> $UFFICIENT LENGTH TQ ACHIEVE MINIMUM EMBEOMENT OF <br /> 1.5�� INTO WOOD FRAMING MEMBER. SCREWS SHALL SATISFY <br /> NATtONAL DESIGN SPEC�FICAT70N FQR MATERIAL PROPERTfES <br /> aNQ D�MEn�5i4�tS. P6R NDS-2Q05 t�.7 4.7. EDGE OiSTnt�CE5 <br /> SNA4L BE SUFFICIENT TO PREVENT SPLITTING. <br /> . F.�FRFMAINC��H�6 �€ �PR41C€-onc_�� .ia lr-n, <br /> . h�� � � DENSER. <br /> L�'��CC� G ANCHORS SHA�L$E IQCATED WITHltS tJ2" QF THE �NEIICATED <br /> Q n MP � LOCATIONS. MAX SHiM SPACE IS 1/4" SRAC£S GREASER <br /> II THAN 7/16" REOUIRE THE USE OF LOAD BEARING 5HIM5 <br /> U 6� S. INSTALLATION ANCHORS SHALL BE LOCA7ED AS FOLLOWS: <br /> � <br /> i � 5,7 JRMBS- 6" FROM CORNERS AND 78" ON CENTER <br /> THEREAfTER <br /> I 5.2. HEAD- AT THE MIDPOINT. <br /> � 6 THESE iNSTRUCT10N5 ADDRE55 S7RUCTURAL. REOUiREMENTS <br /> II � ON�Y WIMDOWS SHA6G BE IN5TALLEQ PER ASTM E2772 OR <br /> � � i6� FMA/AAMA 1QQ. <br /> � 7 SMALLER WINpOWS OF THE SAME CONSTRUCTION AND EQUAI. <br /> � 16„ ' OR �ESSER DESICN PRESSURES ARE COVERED BY THIS <br /> DRAWING. <br /> T � &. G�A2�NG TYPE. GlASS TYPE. AN6 GlASS THiGKNfSS ARE <br /> f ES7ABLISHED BY THiS C£RTIFICA710N AND SHAtI SAAS�Y <br /> � A5TM E1300. GLAZING TYPE SHALL BE INSULATING GLASS. <br /> 9. PRppUCTS I.ISTED IN TABLE 1 ARE NOT IMPACT RESISTANT. <br /> �F USED itv WIND-BORNE QEBRIS REGIONS, APPROVEQ <br /> 6� PRQ7£C�ON DE1�CE5 ARE RE4U�RE4. <br /> 10. PRqDUCT OR�1NSTALLATION IS NOT APPROVED FOR HIGH <br /> � VELqCITY HURRICANE ZONE (HVHZ)AS DEFINED BY THE <br /> FLORIDA BUiLDING COMiSSiON. <br /> Elevotion View <br /> THIS pRAVnNG i5 pROFR1ETMY AND CONilOENTIAI TO�TRItIM COUpqNiES, NO. DOtC R@VISIOfI DESCfIPtlOfl BY ECN # <br /> INC,AND 91ty{,NOT BE REPROpUCED,fAPIFb,tlP DKSENWAIED WIMOUT <br /> iN£61(PR£SSED NRtTTEN PQRYlSSIQN Of�AfR1UN COHPANiFS,iNC. <br /> � __ '— _ _ __— I <br /> A�Jl 11L'�1�i�r���� vo:am c*,��.�a.-,�„o«r- c.,.k�c.,•r � ra�.�:�e:z,a <br /> + C 0 A1 P A N I E S, I N C. ---- u�wry,i�a/n}Hs Y��.°0`_�*y�0°� <br /> iNe. Drv.m BY �oW�'1 BY DObY Scuia SRe<1 Sxc <br /> Atrium Windows and Ooors <br /> ^ � 8tOQj1100j3100/t�j3Q00/200 Singte Hunq Q,!�aa�r 0J�� t0 tnnRCH 2009 �:2 aNg 8 n <br /> Firttess tnstotlotion ELYU-2008-�39Sa anw-oa s�oo s+ws'r+uu,na+wstxucna+s <br /> + <br />
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