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HomeMy WebLinkAboutPLANCONTRACTOR: Jensen Beach Aluminr ., DESIGN CRITERIA: _Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 3. 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and-' hle 1609.3.1 Equivalent Basic Wind Speed: VULT 1+7"O NI IAI VnSD = 132 MPH 3. Exposure Category, Paragraph 1609.4.9_ 4111 Scope of Work: 1. Replacement of (1) Non -Impact Rated Sliding Glass Door, (2) Non -Impact Rated SH windows 2. Doors not within 20 ft of building corners. 3. Replacement of (3) Impact Rated Shutters Builder / Permit Application is to provide Florida Product Approvals meeting required design pressures. WIND SPEED AND E,W'-6URE HAVE BEEN DETERMINED I. ;QG THE ADVANCED TECHNOLOGY COUlV-10S WEBSITE AND GOOGLE EARTH. OPENING SCHEDULE oso© o����� ' ° ••° �c9®ems a : w c0 :U w pal Q O` 0 00 • '��,y1 0�0 e MARK SIZE (W"xH") MANUFACTURER SERIES # APPROVALS DESIGN PRESSURES ALLOWABLE PRESSURES Q 144" x 96" PGT INDUSTRIES SGD-670 (NON IMPACT) FL251—R29 42.0/-46.0 PSF 60.0/-73.8 PSF Q 1" x 2.75" x 0.65" PGT INDUSTRIES MULLION (IMPACT) FL261—Rll 67.1/-66.7 PSF 94.9/-94.9 PSF A 37" x 63" PGT INDUSTRIES SH-800 (NON IMPACT) FL1435—R21 67.1/-66.7 PSF 80.0/-110.0 PSF A 53 1/8" x 63" PGT INDUSTRIES SH-800 (NON IMPACT) FL1435—R21 67.1/-66.7 PSF 80.0/-110.0 PSF �$ 82h1+¢4�>ii!67x_`,' TOWN &:000NTRY �--INDUSTRIES—FL13757-R6 6�8 ACC_Q DION—_SHUTTERS. - -- T -- _. �69 4, PSF= 120 0/ 1;20 O :PSF�T .62:"ax 67' ., 0._ ` 14- TOWN &--GOUNTRY INDUSTRIES,. 6f8 ACCORDION SHUTTERS = ` _L13.757 (IMPACT) -R6=-6Q -- 6/ 68 4 P.SF' �-�— 120,0./ 120.0 PSF ---� r t 27' z .8' ( TQWN� .C-�O -TRY f NDUSTRIE'S 6.8 ACCOR.91, � SHUTTERS "` - �- y.." (IMPACT) v FC�375;7 R6"6a �69.6- =68.4 PSF / - - 1�2-6' -120.0 PSF is ' 1 000 DOOR LFRONT OCATION -0rs3 ST. LUCIE COUNTY BUIL G DIVISI REVIEWED FOR COMPL N REVIEWED �d=4- DATE PLANS AND PERMIT TMU T E KEPT ON JG�B SITE OR NO INSPECTI ) WILL Be MADE CONCEALED FASTENERS OR ATTACHMENT,, ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD. i i l b PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSApY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FILE COPY OC LL; W W d z •m FD R W z ;% z Q z° O °' h NW Lu O O� 0 _ �U� z�� z-43 � 1�1',, Uj a2! W Q Z � OZR LL W z 2 z a c LL ,. C 00 o z C d Cr z 2 a. a LL LL H Z U C F � k o � LL = a n z c LL r V) O� 1= 0 0 Z 1:ti Q W<� V 000" Q W 0 o �0WQf a m�-,U_ DRAWN BY CD DATE DRAWN 11/01/18 REVISION © -- SHEET NO: A-1 C LL Q F