HomeMy WebLinkAboutGARAGE INFORMATIONl9 oGroo q2,
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PRECISION DOOR SERVICE OF BREVARD HALIM,JAMN,oSales Order Date: 06-02-19
110TOMAHAWKDR 3702 NAlA� oTechnician: DaNd Brooks
INDIAN HARBOUR BEACH, FL 32937 FORT PIERCE, FL 34949 Work Order#: 4724993
(321)639-6157 (561)385-6914 Sales Order# 03262532
SCANNED
Contractor Number 14-GR-CT-00088 BY
Part # Descrlotlon Si. Lucie r
INCLUDES
HAULAWAY
9X8 +501w60 LARGE MISSILE IMPACT RATED AND SUSTAINED WIND RATED DAB MODEL 824
1 °Ja
,zv C3
Quantitylinit Price Ext Price Tax
WHITE IN COLOR
58738 Short Panel Design 1 0.00 0.00 1'�
SHORT PANEL DESIGN
58788 121nch Radius Track 1 0.00 0.00 N
58791 Torsion Spring Assembly 1 0.00 0.00 N
COMPLETETRIM KIT FOR DOOR
MANUFACTURER LIFETIME TRANSFERABLEWARRANTY ON
1 YEAR FOS LABOR WARRANTY
0.00
83400 Energy5urcharge 1 20.00 20.00 N
227579 Garage Clearance Requirement 1 0.00 0.00 N
GARAG=NEEDS TO BE COMPLETELYCLEAR BEFORE INSTALLATION OF NEW GARAGE DOOR (I.E. SHELVES, CARS, BOXES, ETC.), OTHERWISE LABOR CHARGES MAYBE
APPLIED
227580 Outlet Requirement 1 0.00 0.00 N
OUTLET NEEDS TO BE INSTALLED IN CEILING W ITHIN 3 FEET OF MOTOR HEAD BEFORE INSTALLATION OF NEW GARAGE DOORIMOTOR
85911 City of FOR Pierce Permit Fee 1 200.00 200.00. D.
52475 $75 off Coupon 1 -75.00 -75.00 N
SINGLE WIDE DOOR COUPON
58601 893LM Remote 1 25.00 25.00 N
3 BUTTON 893LM LIFT MASTER REMOTE MYQ
3 BUTTON 893LM LIFTMASTER REMOTE MYQ
52459 1 Year Warranty on parts 1 0.00 0.00 N
DOOR IS CURRENTLY IN THE OPEN POSITION, THE CUSTOMER ASKED TO KEEP IT THIS WAY
SUBTOTAL FOR CENTER$1,575.00
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Additional Information
SCq
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my
Taxable Subtotal
$0.00
NonTaxable Subtotal
$1,575.00
Sales Tax(0%)
$0.00
Invoice Total:
$1,575.00
Total Payment
$500.00
Balance Due:
$1.075.00
Client:
Project Name:
Project Desc.:
AFC Number:
Design Criteria:
SCANNED
BY
St. Lucie County
ALPgFAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRECISION GARAGE DOOR
3702 N. HIGHWAY RESIDENCE
3702 N. HIGHWAY AIA UNIT #801
FORT PIERCE, FL 34949
19-0383 Building Height (ft.) : 16'
Date: Jun 12, 2019
Engineered By: EM
Checked By: SMA
i, Florida Building Code 2017
ii, Wind Loads are calculated as per ASCE 7-10.
General Notes:
- Any deviations from conditions shown on calculations or drawings shall be engineered separately.
- Al-Farooq Corporation will notprovide a letter of compliance / inspection report unless called during installation.
- Engineering drawings are checked for structural requirements only.
Additional Notes:
File Copy
Disclaimer:
- This document is not valid without the embossed seal of an engineer
employed by Al-Farooq Corporation.
- No portion of this document may be used or reproduced in any manner.
Unless authorized by signing professional
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
JUN 1 2019
Javad Ahmad, P.E FL# 70592
EB C.A.N.#3538
9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooatcDafcene.com
PRECISION GARAGE DOOR
3702 N. HIGHWAYA1A UNIT #8
9 r Wind Speed (mph) 170
Mean Roof Height [h] (it) 16.00
FORT PIERCE, FL 34949
Importance Factor 1.00
Height Above Gnd. Level[z] (it) 16.00
Exposure Category p
Horizontal Dimen. of Bldg. (it) 30.00
Risk Category 2
Roof Slope (deg.) >10
Type of Building With Impact Protection
Coeflcient Kh 1.04
Coefficient Kzt 1.00
Coefficient Kz 1.04
Coefficient Kd 0.85
Velocity Pressure Evaluated z[qz] (Ib/fl^2) 65.40
Velocity Pressure Evaluated @h (qh] (lb/R^2) 65.40
Component Size
Gcp Coefficients
Gcpi Coeff.
Design Wind Pressures (IMM2)
Mark Camp Type
W (in) H (In) S (in) A ftA2
Z4+ Z5+ Z4- Z5-
Pos Neq
Z4+ Z4- Z5+ Z5- In Zone
GD Garage Door
108.00 27.00
0.92 0.92 -1.02 -1.25
0.1B -0.18
43.3 .47.2 43.3 -56.0
c
Z
ti
ARCF 7-111 WINn /_DADS nN
AS FOR NOA 17-1018.13
A 9' GARAGE DOOR IS APPROVED FOR
+50.0 PSF > +43.3 PSF// O.K.
-60.0 PSF > -56.0 PSFHO.K.
SEE SHEET 1 OF NOA
CLADDING.- AL-FAR000 CORPORATION. 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305-264-8100
Engineers Seat Englneers Name And Signature Design Date Design Reference Number
1 �� 6/12/2019 3:55:52 PM SS-19.0383
ODOR NIGHT
CONSISTS
OF
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4 SFLNORS 21'
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5 SECTIONS 21'
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4 SELIIWS 16'
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7-1/2' X 3' X .011- WLV. STEEL TOP PXNRE 5-1/2- X 2-3/C X OX
END ROLLER HINGE _-_ STEM. PUATE WITH ONE 5/16-18 MS W/ NUT
Ss W/ (8) 114 X 5/8' I� FASTENED TO END STILE WITH OPNONAL DOOR NEWER
WITHOUT DEIRON SLEEVE (BID.) r4 m m -�1' (8) Y14 % 3/4' SELF DRILLING SCREWS �TO 6E WSrALLED AT
WRH DELRON sIEEyE (Ono
� CENIFA BRIE , CENTER SMILE
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I
J-1/2' % 2-1/4' X .0]1' i
G CPLV. SiEFl CEMEiE HINGE
W/ (4) #14 X 5/8' SO
WITH DEIRON SLEEVE (OPTIONAL)
6'
WRN (2) 014
B
NxA4
-1 W X JT WK. LATCH j
1
LOCK
Nm MOE BOLT (BOTH SIDES)
N/ (4) 014 % 1/2' S.M.S.
LOCK ENOACEMENT
TO SECTOR 1008 REGARDING GAlw=f DOORS
i
2
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1 /ol" .
BRACKET
STD. LIFT DOOR
CENTER STILE WON
OUTSIDE
HmlI END STILE
' IDCK BAR GLARES
INSTALLED ON ENO STILE
WAIN (4) 114 X 5/8' SO
e 4 IBT X Lew LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK (OPTIONAL)
LOCK BM 1MItlNG SHOW!
ALTERNATE TO SPRING LOADED SLIDE BOLT
LOCKS SHOWN MOVE
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BRACKET INSIDE ELEVATION DAD DOORS INC.
LOW HEADROOM RAISED PANEL EMBOSSED DOOR Hurricane Mmler® Model 824/811
DOOR OPTIONM.X Site 8'-4' X I6'-O' High
X 3-1/8' X .010' /14UX 3/4'OF /14 SELF DRILIRJG SCREWS MAY BE USED With Window Lite Option
'LATE W EU
0 /x X 3/4' s9s DESIGN, PRESSURE RATING = + 50.0?PSF
GENERAL NOTEg -- 60,Of PSF
1. THIS PRODUCT HAS BEEN DESIGNED AND TMIED TO COMPLY WITH THE DWfl TESTED W KWRGANCE W W THE REWRtE11ENS OF -l—=-
REOUIREMEN75 OF THE 2D14 (STH EDMON)/2017 (BTH EDRION) FLORDA 61ODNG CODE D5-202• 7AS-301 h 11s 203 TOR M AND
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ABN clsai-OS AS1Y Ete96-09.
2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS _
AND INSTALLED PER NANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE TH15 PRODUCT IS RATED FOR LARGE MISSILE IMPACT ^_
MATERIAL SHALL BE BEYOND WAD. DRESSING OR STUCCO. Y
3. A LOAN] DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. c
`11111111 II II
4. COMEMATERIALSINTO
INCLUDING BUT NOT UMTIEO lO ! MATEMEVSL HALL M THAT `S4 .-fnL Af{ AA4
COME VME CONTACT 'MIN 4/201 01MAT . COD & A MEET THE
REQUIREMENTS OF THE 2014/201J FLORIDAROROA BLDG. FADE k ADOPTED 5TMDV205. I .•+ L � ==>A � �•' � eP •'•. Y
5. THIS PRODUCT AFFRM& IS GENERIC AND DOER NOT PROVIDE INFORMATION B
TOR A SITE SPECIFIC PROJECT, La. UFE SAFETY OF THIS PRODUCT, ADEQUACY Fagg DC,,"Vft
OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG MOUND OPENING FOR WmFbTa�lrI NAEFN144 ,
WATER INFILTRATION RELLSTMCE ETC
CONDITIONS NOT SHOWN IN THIS DRAWING ME M BE ANALYZED SEPARATELY, A,�ipyNDaa NvOIb'•f3 LT OF I•!f/�� r
MO TO BE REVIEWED BY BUILDING OFFICIAL E4w.I4edr R-// i'�, R 0]•. �1`� L
6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY MSBLE LOCATION
IN
CCO
MPLY WON SEC ION 17099.3TION OF: FLORIDA BUILDING CODE.LAOMIN4 s I 4AS/QIIp1•E`I�P
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