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19-20983
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2019
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19-20983
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Last modified
1/14/2020 12:01:27 PM
Creation date
1/14/2020 12:01:24 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
19-20983
Building Department - Name
SHARNPRAPAI,ANDREW & PATRICIA
Address
37309 FOUNTAIN RD
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NR] ewSouth <br /> 5. <br /> WINDOW SOWTIONs <br /> 4901 bo �tvd. pa,FL 33610 <br /> CM <br /> 14 , <br /> O= <br /> 4175 4175 Mu1Gon 3i <br /> g Extruded Aluminum <br /> Vertical Clipped Structural Mullion <br /> �N <br /> 6 d <br /> {. 109.375'MAX.OVERALL FRAME WIDTH �{ � <br /> GENERALNOTES <br /> 54•MAX.SINGIE <br /> UNIT WIDTH <br /> x 1. This product has been evaluated and is In compliance with the 6th Edition(2017)Ronda a{ ° <br /> al Building Code(FBC)structural requirements,including the'Hgh Velocity Hurricane Zone'. <br /> 2. When used in the°HVHP,this product('If mulled together with'Ti mr impact rated windows), <br /> complies with Section 1626 of the FBC and does not require on impact resistant covering. <br /> 3. Wood bucks by others,must be anchored property to transfer loads to the structure and be <br /> reviewed by the Building Official. u' N <br /> 4. Separate product approvals for each glaring product used with these mullions must be o, <br /> E submitted along with this mullion product approval.The design pressure rating of the assembly ; o <br /> shall be the lesser of the load capacity of the mullion as specified using this approval or the $ 2 v, <br /> design pressure rating of the individual g(aang products used. Z a _ CS 5. Anchoring of each glaring product to the mullion shall be as shown in this drawing or as shown <br /> In each Individual glazing product approval,whichever is more stringent. <br /> a' 6. Muilon anchor embedment to base material shall be beyond wall dressing or stucco. <br /> 0 <br /> 3` 7. For 2X stud framing construction,anchoring of these units shall be the some as that shown for <br /> 8 2x buck masonry construction. i <br /> 8. Any conditions not covered in.this evaluation are subject to separate engineering evaluation. !— <br /> 9. Aluminum components,including fasteners,shall meet the requirements of FBC Section 2003. 1 2 3 �� S 6 =W <br /> 1.37Y MUwoN WIDTH 6 6 N <br /> TARFE OF CONTENTSim <br /> a ' <br /> SNEbT• OESCRRRtON <br /> Z U <br /> 1 Typkar elevations L gener arc. rzal notes ' <br /> 2 coo tdehausaaysssections MULLED WINDOW UNITS N.T.S.. t 0 <br /> 3 Design pressure tables(concrete muf bon) (Twin unif shown,muNpfes afro allowed) Ely: K m <br /> 4 Design pressue tables(concrete IrKtOlauon) <br /> S pesign pressue tags(wood instalhtion) nxc er: LfS 3 <br /> 6 Design pressue obles Iwood irrstalation Shesh 3.4,5 L 6 For Dedprr insure 1faBngs ORMWc rc.: c <br /> m <br /> 7 AndubrockeldDich FL-t54t3.7 a <br /> F 8 Buck anchonng SHMT t or 8 a <br /> Y <br /> O <br /> d <br />
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