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PLANS CITY OF BOYNTON BEACH PLANNING & ZONING TITLE FORM DATE: So Z!>..:Lo.., PROJECT # r'MY'S. fl 0 r - 0 ~i PROJECT NAME:~A-v'ANtJ,4H l..-IH{E S PCN 0 ~- 4'3 ~ L.{~-I J- - 1<.' OOd -ClOOO STATUS: AfJfL()\J~\::; ( STATUS DATE: 11- 2.'i -..:loa [ PROJECT TYPE: MIIJOlL ~ o"D\F\( An Q tV .r\ rf (L.".ttJ ADDRESS: ~ 2..0 ~tJuAl'\ LAI<c-'1.. Da.. DESTRUCTION DATE: !oJ o Commercial B1lesidential o New o Addition o Miscellaneous cg-(enovation 0 Revision _ INDEX OF DRAWINGS SHEET # I. (e:;t;~ A-I) 2. OtJ e... 3. SHEET TITLE (PLEASE PRINT LEGIBLY) (ex: Floor Plan) S; ""l2:A.r _ ~ ~ A. - IA-v (N V- ...- bP-At tvAC>-E:... ~ eorvIlEL~\DN- (~.v11l....r~L.L.Cr 'rO ST1'>eAc.J' .klF,A.. lU(tVbt=<Jll-c.t j)>A-TA- 4. 5. 6. 7 8. 9. 10. II. 12. 13. 14. 15. 16. 17 18. 19. 20. S:\PlanninglFile lists.fiIe proceduresIProcedure.\F1LING PROCEDVRESlp&z TITLE FORM.doc INTRASOFT: WIND7 - Wind Forces On Buildings as per ASCE7-99 Version 1.1 - 01/12/99 - C5 1 Copyright (C) 1999, INTRASOFT Inc., Boca Raton, FL 33432 User #94031.3 DONALD L MORRIS & ASSOCIATES P.A. AR-0010559 7801 BOULDER LANE PARKLAND, FLORIDA 33067 (954' 344-7301 Input data filename: 01.-1.0966 DATE 1.0-17-2001. TIME: 1.1.:25:38 PROJECT: GARAGE DOOR OPENING AT SAVANNAH LAKES 220 SAVANNAH LAKES DRIVE BOYNTON BEACH, FLORIDA ************************************ INPUT DATA ************************************ The building and structure classification category is I The structure is .0 miles from hurricane oceanline. The importance factor is 1..050 The basic wind speed, in mph 110.00 The exposure category is C *** Structure dimensions *** Mean roof height, (FT.' Note: Since theta < 10, input mean roof height. 20 00 eave height is used in computations instead of user L (FT.): 42.00 B (FT 22.00 Slope of the roof, (DEGREES) .60 . " ": Eave height, (FT.) : 20.00 '", l.r_ Truss uplift reaction option suppressed for this run ," ************************************ OUTPUT ************************************ ************************************ MAIN WIND FORCE RESISTING SYSTEM ************************************ Gh 29.69 1..2927 qh = The wall pressure Windward wall Leeward wall: Side wall coefficients .80 -.32 -.70 are: Side wall pressure, (PSF) -34.29 ***** DIRECTION OF WIND NORMAL TO RIDGE ***** The ROOF pressure coefficients are Windward ROOF -.70 Windward ROOF(*) -.71 Leeward ROOF: -.70 * SPECIAL CASE When 20> theta >0 and 0 3<=h/L <0.5 The windward roof pressure values, including negative and positive internal pressure, (PSF): -19.90 -34.75 The total horizontal force from the roof, (LBS.) 2.21 The windward roof pressure including negative internal pressure: The windward roof pressure including positive internal pressure The leeward roof pressure including negative internal pressure: The leeward roof pressure including positive internal pressure ***** DIRECTION OF WIND PARALLEL TO RIDGE ***** The ROOF pressure Windward ROOF Leeward ROOF: coefficients -.70 - 70 are The windward roof pressure including negative internal pressure The windward roof pressure including positive internal pressure The leeward roof pressure incl.uding negative internal pressure: The leeward roof pressure including positive internal pressure -1.9.60 -34.45 -19.45 -34.29 -19.45 -34.29 -1.9.45 -34 29 z and corresponding pressure values are: z qz PWINW- PWINW+ PLEEW- PLEEW+ PTOTW PLOAD* 20.00 29.69 38.1.3 23.29 -4 79 -1.9.64 42.92 2.21 20.00 29.69 38.1.3 23.29 -4.79 -19.64 42.92 2.21 19.00 29.26 37.69 22.84 -4.79 -19.64 42 48 936 67 18.00 28.81 37.22 22.37 -4.79 -19.64 42.01 1860.93 17.00 28.35 36.74 21.89 -4.79 -1.9.64 41. 53 2774.57 16.00 27.86 36.24 21. 39 -4.79 -19.64 41. 03 3677.1.3 15 00 27.35 35 71. 20.86 -4 79 -1.9 64 40 50 4568.1.1. 14 00 27.35 35 71 20.86 -4.79 -19 64 40.50 5459.10 1.3.00 27.35 35.71 20.86 -4.79 -19.64 40.50 6350.08 1.2 00 27.35 35 71 20.86 -4.79 -19.64 40.50 7241. 06 1.1. 00 27.35 35.71 20 86 -4.79 -19.64 40 50 81.32.05 10.00 27.35 35.71 20.86 -4.79 -19 64 40.50 9023 03 9 00 27.35 35.71 20.86 -4.79 -19.64 40.50 9914.02 8 00 27.35 35.71 20.86 -4.79 -19.64 40.50 10805.00 7.00 27 35 35.71 20.86 -4.79 -19 64 40.50 1.1.695 98 6.00 27.35 35.71 20 86 -4.79 -19.64 40.50 12586.97 5.00 27.35 35.71 20.86 -4 79 -1.9 64 40 50 1.3477 . 95 4 00 27.35 35 71 20.86 -4.79 -19.64 40.50 14368.93 3.00 27.35 35.71 20.86 -4.79 -19 64 40 50 1.5259.92 2 00 27.35 35.71 20.86 -4 79 -19 64 40.50 161.50.90 1. 00 27.35 35.71 20 86 -4.79 -19.64 40.50 17041.88 .00 27.35 35.71 20.86 -4.79 -19 64 40.50 17932.87 * NOTE: PLOAD includes horizontal component of roof load ********************************************* COMPONENTS AND CLADDING ********************************************* The end zone length, a, in feet 3.00 The qh value (PSF.) 29.69 ********** WALL COMPONENTS/CLADDING ********** WALL COMPONENT/CLADDING # 1 The wall pressures are based on a tributary area of 64.00 sq.ft. Zone 5 The positive GCPs with positive and negative internal pressures are .94 1.. 44 The negative GCPs with positive and negative internal pressures are: -1..83 -1..33 The four possible wall pressures are, (PSF) 27.79 42.64 -54 45 -39.60 Zone 4 The positive GCPs with positive and negative internal pressures are: 94 1.. 44 The negative GCPs with positive and negative internal pressures are: -1.. 56 -1..06 The four possible wall pressures are, (PSF) 27.79 42.64 -46.25 -31.. 40 ********** ROOF COMPONENTS/CLADDING ********** NO INPUT FOR AREA OF ROOF COMPONENTS/CLADDING IN THIS RUN End of WIND7; COPYRIGHT 1999 INTRASOFT INC