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09-9318
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09-9318
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Last modified
1/24/2011 8:23:31 AM
Creation date
1/24/2011 8:23:28 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
09-9318
Building Department - Name
SIMMONS,JOHN & PENNY
Address
5629 18TH ST
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Fron:Jacobson Window Co. 8132477608 06/25/2009 08:07 #618 P.002/009 <br /> JOStTYI R.. Evain.5, P.E. fife: F1.6339- R1 <br /> 1333 Sunset Drive, Winter Park, FL 32789 Report N: 190 <br /> PH: 407-644-8161 FX: 407-647-3572 Date: 6/25/2008 <br /> Product Evacuation Report <br /> Product Description (As Tested): Manufacturer Test Agency <br /> Ir 1 " Single Hung Window Jacobson Window Company National Certified Testing Lab. <br /> �, j� Ser 1000 1707 W. North "A" Street 3350 Parkline Blvd., Ste 12 <br /> 1; 53 1 /8" X 76 Tampa, FL 33606 Orlando, FL 32809 <br /> 4: ;CI 1; 1151" X 38 -1/4" PH 813.259,1482 PH 407.240.1356 <br /> °; <br /> '�`'' "'� 1;t a 3/16" Annealed Glass <br /> 1 , 4 '47, P " �'t £r i 2 X 4TDL - 3/16" Annealed Glass (11.25" X 16.75 ") <br /> u ... „1 .„. ; ;, 48 -7/8" X 35" E , fi - ' - i ` - 1 " ' -i Aluminum 0663-75 <br /> Specific talitiAiitiOURerarlrenteeitsi . <br /> See reference drawing Notes on Sheet 1 for installation instructions and limitations. Refer to drawings for table of span vs. Toads. <br /> This product DOES NOT comply with the High Velocity Hurricane Zone (HVHZ) testing requirements. <br /> - -- - `4 ss i t JC8003 <br /> : ; ` '�t ` N8 wood screws with 1.5" embedment into Wood Substrate <br /> s 'l -4r aA 3/16" Elco Tapcon with 1.25" embedment into Concrete /Masonry Substrate <br /> j` . ` ' $ ' Head & Sill: (Flange) 4" from corner, Max 9" O.C.; (Fin) 4" from comer, Max 22.5" 0.C. <br /> ,,, 5 , e '•,< *? Jamb: (flange) 3" from corner, Max 10" 0.C.; (Fin) 3" from corner, Max 17.5" 0.C. <br /> v Y , : ` 1 r ` , Optional Slip -On Fin is used to fasten the frame around the full perimeter o' the window. See Installation Instructions <br /> '- f,t t., '-ti.a f, ._JWCOI1formoredetails <br /> Product Tilting Sulnn► : tin acco dsti th /AAMA/NWwDA 103113249 o' rte -- - -- <br /> UnNorm Static Ak Infiltration <br /> Specimen Site Tested Configuration Pressure ASTM E 233 / Forced Entry Design Pressure Glatin <br /> Number tested ASTM E 330 Water Penetration ASTM F 342 (PSF) 3 <br /> (PSF) ASTM E 331 <br /> Test Report NCR,21053173 3 r Sidiled by: Gerard Ferrara, 1185 - Date: 11/22/05 <br /> 1 53 1 /8" X 76" 0/X +75 + 1 <br /> Passed I Passed 50 A <br /> eport. 0-'Sa BSA ' ned:by:' Pinaa, Fleddii PEIt;1'ilg5 - Date: i1/Z2/os <br /> Test R •NCR =x 1 <br /> 1 53.1 /g" X 76" 0/X 675 Passed Passed +45 B <br /> I <br /> Comparative Analysis Used i X) YES i l NO (As per guidelines for HVH2 for Dade County.) <br /> Statement of Compliance: .. <br /> Under the !imitations of the attached drawings, and to the best of my knowledge and ability, the above window /doot conforms tothe <br /> requirements of the 2007 Florida Building Code. - <br /> 165e , � �et <br /> p vale, P.E. <br /> Flo'da No. 4392 <br /> O .1PtoiectsVacobson Windows \P 0806 -74 [Waster 14004.102 (F BC Series 1000 SH) \DDCS\Report 19] 'acobson 1003 F16339 -R1 Page 1 of 1 <br />
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