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17-18419
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17-18419
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Last modified
12/8/2017 9:17:27 AM
Creation date
12/8/2017 9:17:26 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
17-18419
Building Department - Name
TROYER,DARVIN W TRUST & TROYER R
Address
38219 7TH AVE
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� <br /> `���� � i�,�� <br /> .�``�. ... q•�•,� <br /> Silver L�ne � ��� �� � N <br /> � ������� ���-_� <br /> byAnderser� � .N;� � * �:�- �� <br /> " i �:�p �� <br /> VUINDOWS�• DOOR � '�,�'>•• '�g.°�o�m <br /> 53.25'MAX.OVERALL FLANGE WIDTH �i �'•••.•.••••• �j��� >> m <br /> ���i ��P ��`� = m o <br /> �52.0"MAX.OVERALL FRAME WIDTH� ��� �������� c°��•:Z <br /> v c� oz°d <br /> � � E zmm� <br /> SERIES 2�00 - MODEL 2111 � � M 9�� maa� <br /> �XT���E� V�l��� �// S 3a p�� <br /> b� <br /> � �lIVGLE hf Id�IG V6/lNDOV�4 = � � �o <br /> � w/,FLAMGE � " ' 3 "Z <br /> � � i�/ Z Q� <br /> m � 3 z <br /> � "NOiV-IIVlPACT" � LL Z � �� <br /> 0 <br /> 2 m <br /> � <br /> , o o � � -�'W <br /> '� � / 2 ¢ U� <br /> � �S5 // V <br /> M 2 0 � � �W <br /> � � � � a <br /> '-�� GENERAL NOTES � � v a a <br /> � /\ �y} <br /> J�m <br /> LL 1. This product has been evaluoted a�d ls in compfiance with the Sth EdiHon(2014)Florida Bullding / � <br /> � Code(FBC�structural requlrements excluding the"High Velocity Hur�cane Zone"(HVHZ�. ��� �o <br /> �e z <br /> � 2. Product anchors shall be as Iisted and spaced as shown on details,Anchor embedment to base � o� <br /> � material sha�be beyond wall dressing or sfucco. N o �n <br /> " 3. When used in areas requiring wind borne debris protection fhis product is required to be 8� v��i <br /> " protected with an tmpact reslstant covering that compGes with Section 1609.1.2 of the FBC. �� �, <br /> � o¢ <br /> � <br /> a 4. For 2x stud framing construction,anchoring of these units shall be fhe same as that shown for2x Q� <br /> nbuck masonry conshucfion. __ j� Z <br /> 9 �;-OVEJiA[�."':"'-;:.'.:OYERA'LL' `-_'��.''MAX.�.: ' ,:=GI:ASS;, DESIGN:PRESSURE.(PSF): <br /> a 5. Site.condi1ions that devlate from the details of this drawing require furfher englneering analysis by � F4ANG�:��,,. FRA'M� D L O , - � -� �• '�n m <br /> o a Ifcensed engineer or registered archftect ,DIMENSION, DU►��PISION •:D1MEN5fON NPE POSlTIVE ' NEGqflYB..' N„Q a <br /> ..,,. ,.. .,. . . . .. ._...... . .. �- ,_ .. .,... . .. . �m� � <br /> � ' 37.25"x 63.25" 36.0"x 62.0" 31.69"x 28.0" +SQ.Q -S�.Q i <br /> N�Z C�1 <br /> � iaa�oF con�nns a6ss"x 63.25�� as.o��x ba.o� 4o.es^x za.o^ �i +40.0 -40.0 �� �o/2a/i i = <br /> SHEET$ DESCRIPflON <br /> scn�: N.T.S. ° <br /> = 1 T pical elevatlon,desl ressures& eneral notes 53.25"x 74.25" 52.0"x 73.0" 47.69"x 33.50" +30.0 -30.0 ���` KV m <br /> 2 Horizontal&verHcalaosssedfons <br /> 3 Buck&hame anchodn � cnK.ar: LFS 3 <br /> '` 4 BIII oi mater(als,Ala�ing detpll&components on,vnNc No. � <br /> � FL-14911.13 0 <br /> SHEEf � OF ¢ N <br /> c - � <br /> O <br /> d <br /> _ J <br />
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