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Kd=0.85 Kd=1
K =0. Kd=1 Kd=0.85 Kd=1 Kd=O. d=1 Kd=0.85 E d=1+ 46.4E PSF + 54..5EPSF ZONE 5 ZONE 5 ZONE 4 ZONE 4 ZONE 5 ZONE 5 ZONE 4 ONE 4 50.2 PSF - 59.1 PSF + 46.4 PSF +54.5 PSF + 464 PSF + 545 PSF + 4 ON PSF +5 ZO PSF + 4 ON PSF ON PSF 61.8 PSF -72.7 PSF - 502 PSF - 59.1 PSF 61.8 PSF -72.7 PSF - 50.2 PSF .1 PSF
Kd=0.85 Kd=1 U ab N4
ZONE 5 ZONE 5 Kd=0.85 Kd=1 � 0'd
+ 46.4 PSF +54.5 PSF cd U 0 �+
ZONE 5 ZONE 5
SF -72.7 PSF + 46.4 PSF +54.5 PSF co
- 61.8 PSF -72.7 PSF 0 +, a 0
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Kd=0.85 Kd=1 Kd=0.85 Kd=1
Kd=0.8 I d= ZONE 4 ZONE 4 ZONE 4 ZONE 4 d=0.8 Kd=1
Kd=0.8 Kd=1 ZONE 4 ZONE 4 + 42.8 PSF + 50.4 PSF + 42.8 PSF + 50.4 PSF ZONE 5 ZONE 4 9
Kd=1 + 46.4 PSF + 54.5 PSF + 42.8 PSF + 50.4 PSF
+ 6.4E PSF + 54.5 PSF + ZONE PSF - 50.2 PSF - 59.1 PSF + 47.1 PSF - 55.4 PSF + 47.1 PSF - 55.4 PSF + 55.6 PSF - 65.4 PSF
- 50.2 PSF - 59.1 PSF
- 5ONPSF FRONT ELEVATION (SOUTH)
Kd=O. 5
ZONE 4
+ 44.2 PSF SCALE: 3/16"- 1'-0" T�
- 48.2 PSF _
DOOR & WIND❑W WIND PRESSURE (PSF)
IT IS ACCEPTABLE TO USE THE WIND PRESSURES CALCULATED USING A Kd=0.85 WIND DIRECTIONALITY
FACTOR IF THE WINDOWS AND DOORS WHERE DESIGNED NOT USING AN ALLOWABLE STRESS METHOD.
IF AN ALLOWABLE STRESS METHOD WAS USED IN THE DOOR/WINDOW DESIGN,
IT IS ACCEPTABLE TO USE Kd=0.85 WIND DIRECTIONALITY FACTOR ONLY IF THE VALUES FOR THE
Kd=0.85 Kd=1 WINDOW/DOOR MATERIALS ALLOWABLE STRESSES HAVE NOT BEEN INCREASED DURING THE DESIGN �J
ZONE 4 ZONE 4 Kd=0.85 Kd=1 Kd=0.85 Kd=1 Kd=0.8 Kd=1 Kd=0.85 Kd=1 (ASCE-7-05. )
+ 46.4 PSF + 54.5 PSF ZONE 5 ZONE 5 ZONE 4 ZONE 4 ZONE 5 ZONE 5 ZONE 4 ZONE 4
- 50.2 PSF - 59.1 PSF + 46.4 PSF +54.5 PSF + 46.4 PSF + 54.5 PSF + 46.4 PSF +54.5 PSF + 46.4 PSF + 54.5 PSF THIS SHALL BE SPECIFICALLY STATED IN THE DOOR/WINDOWS SHOP DRAWINGS,
- 61.8 PSF -72.7 PSF - 50.2 PSF - 59.1 PSF - 61.8 PSF -72.7 PSF - 50.2 PSF - 59.1 PSF
IN ALL OTHER CASES IT IS NECECESSARY TO USE THE WIND PRESSURES VALUES PROVIDED FOR
Kd= 1.0 WIND DIRECTIONALITY FACTOR.
/Ir y IT IS REQUIRED THAT WINDOW/DOOR SHOP DRAWINGS SIGNED AND SEALED BY A FLORIDA REGISTERE
P.E. ARE SUBMITTED FOR REVIEW AND APPROVAL BY THE ARCHITECT/ENGINEER OF RECORD:
Kd=0.85 Kd=1
ZONE 5 ZONE 5
+ 46.4 PSF +54.5 PSF
Kd=0.85 Kd=1 Kd=1
- 61.8 PSF -72.7 PSF ZONE 5 ZONE 5 Kd-1 °
+ 46.4 PSF +54.5 PSF WIND PRESSURE AT ALL MULLIONS: WIND PRESSURE AT ALL TRANSOM
- 61.8 PSF -72.7 PSF +54.4 PSF AND -72.7 PSF +54.4 PSF AND -72.7 PSF
Kd=
0.8 -
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.... . . 5 Kd 0 85 �
:._:....:.., .: . WIN
:::,: :::..:.:.::. . •.,..::,:.::.:..-:.::.•..<:::::::::;-:-;:. .:.:;..::.,,:•::...:,- ,.:....: ... . . . ... ...:... .. .:...:;..,<• .... :,....... ........_ : D PRESSURE AT ALL MULLIONS.
WIND PRESSURE AT ALL TRANSOM O E�
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+ SF AND 61 7 PSF +46 3 PSF AND -61.7 PSF
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Kd=0.8 Kd=1 ZONE 4
ZONE 4 ZONE 4 + 51.8 PSF
+ 46.4 PSF + 54.5 PSF
- 56.8 PSF Kd=0.85 Kd=1
- 50.2 PSF - 59.1 PSF Kd=0.85 ZONE 4 ZONE 4
Kd=1 ZONE 4 + 44.0 PSF + 51.8 PSF REAR ELEVATION (NORTH)ZONE 4 + 44.0 PSF - 48.2 PSF
+ 51.8 PSF - 48.2 PSF
- 56.8 PSF
Kd=0.85
ZONE 4 Kd=0.85 Kd=1 SCALE: 3/16"= 1 T'
+ 44.0 PSF ZONE 4 ZONE 4
- 48.2 PSF + 46.4 PSF + 54.5 PSF
- 50.2 PSF - 59.1 PSF
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IGNACIO J. CALVO ......�
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STRUCTURAL ENGINEER J • Gkµ '••O '
FLORIDA LICENSE NO. 56755
1800 S.W. 27th. Ave. #401
Miami, Florida 33145
Ph: (305) 648-9008 oR
Fax: (305) 648-9128 '' C� '•••.... •• �,�
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E-MAIL: ijcpe@bellsouth.net �A �*���7 5 5
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