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WS-09-1727_Plans I Version 2.0.2.8 per ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright 2009 Date 10/13/2009 George Jenetopulos Company Name Jenetopulos Group, Designed By Florida Architect #14185 Florida Firm #F000145 escription Ducassi Residence 7300 SW 105 Terrace 1259 NE 100 Street Miami, Fl 33156 X305)6632991 Miami Shores, Florida 33138 User Input Data: Basic Wind Speed(V) = 146.00 mph *- Structure Type = Building Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 1.00 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 Deg Ht: Mean Roof Ht = 12.00 ft Type of Roof = Hipped - RHt: Ridge Ht = 14.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 2724.00 ft^ 2 Bldg Length Along Ridge = 60.00 ft Bldg Width Across Ridge= 55.00 ft Main Wind Force Resisting System (MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Wind Pressure on Components and Cladding UCase ment Width of Pressure Coefficient one "a" = 4.8 ft iption W idth Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf t A 3.08 3.20 9.86 4 1.000 -1.100 54.661 - 59.293 A/1 3.08 3.20 9.86 4 1.000 -1.100 54.661 - 59.293 Hung B 4.41 4.20 18.52 5 0.953 -1.305 52.471 - 68.810 t C 2.21 3.20 7.07 4 1.000 -1.100 54.661 - 59.293 C/1 2.21 3.20 7.07 4 1.000 -1.100 54.661 - 59.293 t D 3.08 3.20 9.86 4 1.000 -1.100 54.661 - 59.293 t F 2.21 4.22 9.33 4 1.000 -1.100 54.661 - 59.293 F/1 2.21 4.22 9.33 4 1.000 -1.100 54.661 - 59.293 I_- » » ry WINDOW SCHEDULE W NOTE: New windows /door ARE Dade County Large Missle Approved. z 0 0 E Existing window or door to remain or Not In Contract o > L w A CGI Series 238 Aluminum Casement Window, 37" x 38 3/8" high . U Dade County Product Approval # 08- 1010.02 Expires 10/26/2013 - Approved Wind Pressure = +98.5 PSF, -98.5 PSF (Min. 5/16" Glass, Type 2) o = Site Specific Pressure = -+54.7 PSF, -59.3 PSF ° +98.5 > 0 61 A N = GANG "A" UNITS WITH MULLION "A/1" AS INDICATED: ° �- A/1 38 3/8" Mullion Span Use Minimum 1 "x2 "Alum. Tube Mullion with #373 Framing Member 0 o With Mullion Clips, Anchor Type "C" 121� Dade County Product Approval 08- 0429.04 Ex iration 4 26 2012 z O 0 0 O O Tributary width 37" at 59.3 psf allowabl Span 63" > 38 3/8" p / / Q w E 8 CGI Series 360 Aluminum Singly Hung Window - L.M.I. , 52 7/8" x 50 3/8" high. C) z 0 0 Dade County Product Approval # 08- 0715.15 Expires 5/5/10 z o Approved Wind Pressure = +100.0 PSF, -101.2 PSF (Eq. Lites, Min. 5/16" Glass, Type 1) � � Site Specific Pressure = +52.5 PSF, -68.8 PSF z END ZONE 1 - FRONT ELEVATION (North) END ZONE +100.0 +52.5, - 101.2 > -68.8 ® o 4.8 FEET' 4.8 FEET' 1/431=11-011 55' -0" C CGI Series 238 Aluminum Casement Window, 26 1/2" x 38 3/8 high. ® - Dade County Product Approval # 08- 1010.02 Expires 10/26/2013 Approved Wind Pressure = +110.0 PSF, 137.5 PSF (Min. 5116 Glass, Type 2) � Q Site Specific Pressure = +54.7 PSF, -59.3 PSF ® L o u +110.0 > +54.7, -137.5 > -59.3 = o W U� GANG "C" UNITS WITH MULLION "C /1 " AS INDICATED: Q C/1 38 3/8" Mullion Span Use Minimum 1 "x2 "Alum. Tube Mullion with #373 Framing Member = A/1 With Mullion Clips, Anchor Type "C" 0 6 I Dade County Product Approval #08- 0429.04, Expiration 4/26/2012 = Tributary width 26 1/2" at 59.3 psf allowable Span 72" > 38 3/8" N w D CGI Series 238 Aluminum Casement Window, 37" x 38 3/8" high . o DD ( Dade County Product Approval # 08- 1010.02 Expires 10/26/2013 Approved Wind Pressure = +98.5 PSF, -98.5 PSF (Min. 5/16" Glass, Type 2 ) Q I OA AO 0 0 Site Specific Pressure = +54.7 PSF, -59.3 PSF w © +98.5 > +54.7, - 98.5 > - 59.3 EO 0 E0 EO F CGI Series 238 Aluminum Casement Window, 26 1 /2" x 50 5/8" high. o � o Dade County Product Approval # 08- 1010.02 Expires 10/26/2013 a� Loo Approved Wind Pressure = +99.7 PSF, -104.3 PSF (Min. 5/16" Glass, Type 2) � o" END ZONE 2 - REAR ELEVATION South END ZONE Site Specific Pressure = +54.7 PSF, -59.3 PSF 4.8 FEET' 1 /4 " - 1 ' -0" 4.8 FEET' +99.7 > +54.7, -104.3 > -59.3 Q N CD 55' -0" GANG "F" UNITS WITH MULLION "F /1 " AS INDICATED: o � 0 o CD 2 n- -� CD Ii r- E F/1 50 5/8" Mullion Span Use Minimum 1 "x2 "Alum. Tube Mullion with #373 Framing Member With Mullion Clips, Anchor Type "C" Dade County Product Apprcwal' #08- 0429.04, Expiration 4/26/2012 Tributary width 26 1/2" at 59.3 psf allowable Span 72" > 50 5/8 f� = C01 o6 H USE AND OCCUPANCY: Li = The existing Single Family Home is " &3" per , N I Florida Building Code 2007- Building Chapter 3, LL- Section 310 - Residential Group R D ° ry FBC ALTERATION LEVEL I Q Ctj z I O © © O I In accordance with the Florida Building Code Q 2007- Existing Building: Removal and LLJ O O Replacement of Windows as indicated on this sheet is a LEVEL 1 Alteration per Section 403.1 0 E Per FBC Existing Buildings ALTERATION ® EXISTING 0 LEVEL 1, Sec. 403.2 Building work shall EGRESS BEDROOM comply with the Florida Building Code 2007 - REM. ro 0 Existing Building, Sections; 601 -607 8c 612. E ND ZONE 3 - RIGHT SIDE ELEVATION (West) END ZONE 4.8 FEET 4.8 FEET /, I 1 /4 -0 '�. 60 -0 W Z _o ® 0 0 0 0 0 BATH U W z > C/) W VJ a) ® I 0 U o _ A/1 BEDROOM LI�� ID NING C Q ci ® ROOM K TI CHEN O o6 W © W I E s= W N F + o D ( Y O O U� +J �Ajz A A D I � Q 0 0 0 © BATH 0 3 L Q 0 c E O 0 FOYER O O 0 Z END ZONE 4 LEFT SIDE ELEVATION (East) END ZONE 0 0 0 0 4.8 FEET 1 /4 " =1 ' -0" 4.8 FEET' 0 60' -0" C oll, z BEDROOM ® � N C ®© LOCATIO PLAN 6 u o ao G G G D C (1 e 0 4 OCT 2 0 2009 PER IT - 27 p Miami Shores Vitae APPROVED By k� DATE ZONING DEPT BLDG DEPT r � SUBJECT TO COMPLIANCE 1MTH ALL FEDERAL STATE AND COUNTY RULES AND �F� Ui AT n iS