WS-18-707 Inspection Worksheet
Miami Shores Village
10050.N.E.2nd Avenue Miami Shores,FL
Phone:(305)795=2204 Fax:(305)7 972
Inspection Number: INSP-299700 PermitNumber WS-3-18-707
Scheduled inspection Date:April 02,2018 Permit Type: Windows/Shutters
inspector:Naranjo,Ismael Inspection Type: Final
Owner: PEAKS,FRANCES Work Classification:Garage Door
Jab Andress:9342 NE 8 Avenue
Miami Shores,FL Phone Number
Parcel Number 1132060020050
Project <NONE>
Contractor: JULIAO GARAGE DOORS Phone:305-826-0250
suildin'tj Department Comments
REPLACE GARAGE DOOR Infractio Passe W—ments
WP 370-A COMMENTSFalse
F
E
Ins`pector c4ornmertts
Passed
Paled
l
p
Correction
Needed
92rch 30,2018 FOY 1118138CWns please call: (305)782-4949 Page 9 of 18
'
a � 8
Permit NQ. WS-3A 8-707
Xy»O!%rr y,{ Miami Shores Village Peimit Type:WindoWs(Shutters
10050 N.E.2nd Avenue NE
Pen ' Work Classification:Garage Door
Miami Shores,FL 33138 0000 Permit Status:APPROViED
Phone: (305)795-2204
tORiDp' ration: 09/23/2018
i
Issue nate:3127/2018 EX
F
Project Address Parcel Number Applicant
9342 NE 9 Avenue 1132060020050
Miami Shores, FL Block: Lot: FRANCES PEAKE
Owner Information Address Phone Cell
FRANCES PEAKE 9342 NE 9 AVE
MIAMI SHORES FL 33138-2904
Contractors) Phone Cell Phone Valuation: $ 1,100.00
JULIAO GARAGE DOORS 305-826-0250
Total Sq Feet: 56
Type of Work:REPLACE GARAGE DOOR Available Inspections:
No of Openings: 1 Inspection Type:
Additional Info: Final
Classification:Residential
Review Building
Scanning:3
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20
Invoice# WS-3-18-66842
DBPR Fee $2.00 03/27/2018 Credit Card $76.20 $50.00
DCA Fee $2.00
Education Surcharge $0.40 03/19/2018 Check#:2913 $ 50.00 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $1.60
Total: $126.20
a
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate'7permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing infarmationis accurst and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the aboc tracto to the work stated.
March 27, 2018
Authorized Signature:Owner / Applicantn ac / gent Date
Building Department Copy
March 27, 2018 1
Miami Shores e
Villag
M R 19 018`
\� Building Department BY:
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
J� Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 (^
�j FBC 20
.yy !
BUILDING Master Permit Nos I1CJ V O
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 9342 NE 9th Ave
City: Miami Shores County: Miami Dade Zip: 23)7S(
Folio/Parcel#:11-3206-002-0050 Is the Building Historically Designated:Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder):Frances M Peake Phone#:305-318-8994
Address:9342 NE 9th Ave
City: Miami Shores State: FL Zip: 33138
Tenant/Lessee Name: N/A Phone#:
Email: frances@proctorandpeake.com
CONTRACTOR:Company Name: TUki4o bwaijPhone#(2 U�� .VZL'0 LT-0
Address: �d N'w � �
City: �( ��'`�� (-':4 Q�! State: EL Zip: 3 3 d
Qualifier Name: c �C. V ( 1 1 1. Phone#:
State Certification or Registration M 4 q VC Certificate of Competency#: Q91 gS 003Y L
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 110b, W Square/Linear Foo ge of Work:��n
Type of Work: El Addition Alteration El New Repair/Replace ❑ Demolition
Description of Work: (LOo (k(Q (T Ck d 0 0
Specify colorCo{f color thru tile:
Submittal Fee$ c..�J Cr3 Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such pasted notice, the
inspection will not be approved and a reinspection fee will be charged.
signature ~� ` Si nature
g g
OWNER or AGENTCONTO"
The foregoing instrument was acknowledged before me this The foregoing instrume/n�t�w acknowledged before me this
-0 day of M��L�1 020 I(V by r U hl dayof
' ! YI��L 20 Id' by
tV(Nh(Q 1 RO O__,who is personally known to .JvSQ ,1 y 1 i� who is personally known to
me or who has produced U U h Ste- as me or who has produced R YSc -O t 4 k by�vh as
identification and who did tak identification and who
d�E�,1,�,E LpPEZ r.y�,. �3ISELLE LOP
Et
NOTARY PUBLI ;;�`'"r' = `
MY COMMISSION#FF960020 NOTARY P I •. MY COMMISSION#;;�OZOO
? EXPIRES February 11.2020 c EXPIRES February
. •� `t� nwoo4uts ;,;prvr.e.um inG7 i:its •5
Sign: Sign:
Print: Lot Print:
Seal: Seal:
APPROVED BY Z Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
i
Amo CERTIFICATE OF LIABILITY INSURANCE DATE(
"' '
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORM TION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVI LY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT ONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICi TE HOLDER.
IMPORTANT:If the certificate holder is an ADDITIONAL It SURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to
the terms and conditions of the policy,certain policies m y require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER CONTACT Paychex Insurance Agency Inc
PAYCHEX INSURANCE AGENCY,INC. PHONE FAX
150 SAWGRASS DRIVE . 877-266-6850 . 585-389-7426
ROCHESTER, NY 14620 E-MAIL Certs@paychex.com
INSURER(S)AFFORDING COVERAGE NAIC#
INSURED INSURER A: Associated Industries Insurance Company I c23140
JULIAO GARAGE DOORS,INC. INSURER B:
8004 NW 154 ST
#244 INSURER C:
MIAMI LAKES,FL 33016 INSURER D:
INSURER E:
INSURER F:
COVERAGES CERTIFICATE NU MBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTEI i BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SH WN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
NSR TYPE OF INSURANCE ADDLSUBR POLI Y NUMBER POLICY EFF POLICY EXP LIMITS
TR INSR WVD (MMIDDNYYY) (MMIDONYYY)
GENERAL LIABILITY EACH OCCURRENCE $
COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $
=)CLAIMS-MADE=OCCUR MED EXP(Any one person) $
PERSONAL 8 ADV INJURY $
GENERAL AGGREGATE $
EN'L AGGREGATE LIMIT APPLIES PER:
PRODUCTS-COMP/OP AGG $
POLICY =PROJECT=LOC
$
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT
ANY AUTO (Ea accident)
ALL OWNED =SCHEDULED BODILY INJURY(Per person) $
AUTOS AUTOS
HIRED AUTOS =AUTOSpMED BODILY IINJn CRY $ y
PROPERTY DAMAGE $
(Per accident)
$
UMBRELLA LAB OCCUR .EACH OCCURRENCE $ ,
'EXCESS LIAB =CLAIMS-MADE AGGREGATE $
DED I I RETENTION$ ° $
WORKERS COMPENSATION AND X WC ST LIMTU-ITS
AWC10981 02/11/2018 02/11/2019
E.L.EACH ACCIDENT $ 1,000,000.00
ANY PROPR[ETORIPARTNERlEXECUTNE
OFFICERIMEMBER EXCLUDED?- E.L.DISEASE-EA EMPLOYEE $ 1,000,000.00
(Mandatory In NH) Y] N/A E.L.DISEASE-POLICY LIMIT $ 1,000,000.00
If yes,describe under
1
I
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,J dditlonal Remarks Schedule,If more space is required)
LICENSE#99BS00382
CERTIFICATE HOLDER CANCELLATION
MIAMI SHORES VILLAGE BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
10050 NE 2ND AVE DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY
MIAMI SHORES,FL 33138 PROVISIONS,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE I
t
ACORD 25(2010/05) 1988-2010 ACORD CORPORATION. All rights reserved.
} The ACORD nam and logo are registered marks of ACORD
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WORST CASE SCENARIO DESIGN PRESSURE CHART,ENCLOSED BUILDINGS *arr.
FLORIDA BUILDING CODE 6TH EDITION(2017)
DADE CObNTY FLORIDA
175 MPF ENTRIEMIATIC
EXPOSURE C EXPOSURE C EXPOSURE D "' EXPOSURE D,
Mean Design Pressure Mean Design Pressure Mean. Design Pressure Mean Design ressure
Door Door) .Roof Door Door Roof Door Doorr 'Roof, + Door Door Roof
Width Hei ht Hei ht Positive Ne alive Width Hei ht Hei Lit Positive N alive Width Hei ht Hei ht Positive N` alive Width.Hei ht Heirht Positive N ._ 've
11 -7 "'35.6 . -44.7 8 8 35.2 -44.0 8 : 7 43.2 -54:2' -8 8 42.7•- 53.41.
9 7 I 35.3 44.0 9 B 34.9 43.4 9 ! 7 r 42.8' • "-53.5' 9'+ :.:8,; ' 42.4 52:6
10 7 t
C15- 35.0 43.5 10 8 15 34.6 -42.8 10 -7 15 c '42.5. =52.8= 10 8 15 42.0 -51.9--.
7 33.8 -41.0 16 8 33.4 -40.4 16 .7 -- -_-'411.0 -49:8" 16. 8 40.6 ,49.0=
18 7 ( 33.5 -40.4 18 8 33.1 -39.7 -18 '.7,-, `'<•. 40.6 -49.1 18 8"' '40.2 r " =48:2.'
8 7 1 36.1 •45.3 8 8 35.7 -44.6 8 7 i•43.7 54.8 8 ' 8 43.2 . .54.0
9 7 l 35.7 44.6 9 8 35.4 -43.9 9 "7 43.3 _-54.1 9 8 42.8' 53.2 s_
10 7 1 16 35.5 -44.1 10 8 16 35.1 -43.4 10 7 16 42.9'- `-53.4 10 "8 16 42.5 52.5
16 7 1 34.2 -41.6 16 8 33.9 -40.9 16 - 7 41.4 - °•50:4 16 _ 8 • •44.0 -49.5
18 7 I 33.9 -41.0 18 8 33.6 1 40.3 718, 7'' .41.1 -49.6 •18 • 8 :. • '48.8
8 7 1 36.5 -45.9 8 8 36.2 -45.1 8 7 44.1 =55:4 •8= - .43.7 5 •••
9 7 36.2 -45.2 9 8 35.8 -44.5 91- = 7' 43.7 `"'54.6_ 9 8' •
• .`4 .'53.8.
10 7 1 17 35.9 -44.7 10 8 17 35.6 -43.9 10 i :.7 17 43.4 54.0. �8 170' 4Q0 58A i•
16 7 1 34.7 42.1 16 8 34.3 41.4 16 ; 7 , 41.9: -50:9' •4B.••*8 41:4 .1
18 7 I 34.3 -41.5 18 8 34.0 -40.8 48 7` 41,5 :' -50.2` 8 ,. t 41.1?: -468• •i
8 7 1 37.0 -46.4 8 8 36.6 -45.7 8' ',7,& 44:6 ---55.9= •%8: •8 • i 1 1 •
9 7 1 36.6 -45.8 9 8 36.3 45.0 9 + 7 44.2 -55.2 8 ' 43.7--.- -5rir8• •
10 7 1" 18 36.4 -45.2 10 8 18 36.0 -44.5 [TEl
7- `.18 43.8 -54.5 ••10• •8.r 16 a3 4 ••
16 7 1 35.1 -42.7 16 8 34.7 -41.9 ' 7 42.3 -51.4: •�1 8 ''� 4t9' -50.6
18 7 1 34.8 -42.0 18 8 34.4 -41.3 18 7 41.9 -50.7 1 8 41.5 ••
•
8 7 1 37.4 -46.9 8 8 37.0 -46.2 8 7 45.0 -56.5 8• .-8 44:5 '55:6
•F4.1 _ •
9 7 1 37.1 -46.3 9 8. 36.7 -45.6 9 7 44.6 =55.7 9--, ..8 • ••
10 7 1 19 36.8 -45.7 10 8 19 36.4 -45.0 10 7 19 44.2 55.0 10 °8 ig 8 - :1
16 7 1 35.5 43.1 16 8 35.1 -42.4 160. 7 42.7 51.9 . •8 42:3• -6'141,' •
18 7 ( 35.2 -42.5 18 8 34.8 -41.8 18 7 42.3 -51.1 ..18 8 • 4 .9 -50.31 •
8 7 I 37.8 -47.4 8 8 37.4 -46.7 8 71 45.4' 57:0 8 8 _ •• i.�34.9' 56.1
9 7 I 37.5 46.8 9 8 37.1 46.1 9 7 45.0 -562 9 8' 44.5.,: -55.3
10 7 20 37.2 -46.2 10 8 20 36.8 -45.5 10 7 20' 44.6 -55.5 10 '8'' 20: 44.2 --54.6
16 7 1 35.9 -43.6 16 8 35.5 -42.9 16' 7 43.1- 52.4 16 :_ 8 42.6 .-51.5
18 7 1 35.5 -43.0 18 8. 35.2 -42.2 18 7,-- 42:7 -51:6- 18 8 42.2 ,.-50.7
8 7 I 38.2 -47.9 8 8 37.8 -47.2 8. `7 '45.8 -57.5 ; -.8•: 8 45.3 '-56:6
9 7 1 37.8 -47.3 9 8 37.5 -46.5 9•• 7 45.4 '56.74;. 9 '..8 44.9 55.8
10 7 1 21 37.6 -46.7 10 8 21 37.2 -45.9 10 7 21- 45.0 . .-66.0 10': '8 21'` 44.6 -55.1
r 16 7 1 36.2 -44.1 16 8 35.9 -43.3 ` 16 7. 43.4' "-52.8' 16.. 8 43.0 -51.9
18 7 i 35.9 -43.4 18 8 35.5 -42.7 18 7- 43.0 -52.0 18- 8 * 42.6 . 51.1
8 7 I _ 38.6 -48.4 8 .8 38.2 -47.7 8 7 46:1: -57.9: 8 `8" 45:7 -57.0_.
9 7 I 38.2 -47.7 9 8 37.8 -47.0 9' 71 ^•45.7" 57.1' .9' 8 45.3 56.2
10 7 1 22' 37.9 -47.1 10 8 22 37.5 -46.4 10 7; 22 45.4 =56.4 10 8'_•: 22 44.9 55S
' 16 7 1 36.6 -44.5 16 8 36.2 -43.7 16 7- ..43.8 53.3 16 .8 ;�.': 43.3 : =52:3.
18 7 i 36.3 43.8 18 8 35.9 43.1 18 7 43.4-' i 52:5 . 18'. 8 '42.9 ,.-51.6'
8 7 I 38.9 -48.9 8 8 38.5 -48.1 =8 7- 46.5 -58:4 8 8 - 46.0 57.5
9 7 1 38.6 -48.2 9 8 38.2 -47.4 9 7 46.1 -57:6 9 8 45.6 56.7<.
10 7 ! 23 38.3 -47.6 10 8 23 37.9 -46.8 10' 7 " 23, ' 45.7,- _;=56'.9 10 8 23 45.3 56.0
16 7 36.9 -44.9 16 8 36.6 -44.2 .16._ 7 <44.1. 53:7 - 16 --8 43.7 52.8
18 7 36.6 -44.2 18 8 36.2 -43.5 18 _ 7 43.7 -52:9 :18 8 43.3 t .-52.0-t
B 7 39.3 49.3 8 6 38.9 48.5 8 7 48.8_ ,=58.8 8 8 46.4 57.9 ,
9 ,7 38.9 48.6 9 8 38.5 -47.9 9 7 46.4 -58.0 9 8
= .{ 46.0 -57.1
10 7 24 38.6 -48.0 10 8 24 38.2. -47.3 10 7 .24' 46.1 -57:3 10 i�8< 24,; 45.6 '-56.4�
16 T 37.3 -45.3 16 8 36.9 -44.6 16 ' 7 44.5 54;1 ' 16 "8. 44.0 53.1
18 7 36.9 -44.6 18 8 36.6 43.9 18 7 ' 44.1- 53:3'; 18 r 8 43.6' ;-52:3`.
8 7 39.6 -49.7 8 8 39.2 -49.0 8 r 7• 47.2 -59.2^ 8+ 8 46.7 58.3
9 7 39.3 -49.0 9 8 j 38.9 -48.3 9' 7 46.8`: -58:4 _9.:: 8' 46.3 57.5
10 7 25 39.0 -48.4 .10 8 25 38.6 -47.7 10 7 25 46.4:. 57.Z=' 10- 8 25 145.9.• ..56.8
16 7 37.6 45.7 16 8 37.2 44.9 16- 7 44.8 54:4 16' 8 '� :44.3 53.5
18 7 37.3 X5.0 18 8 36.9 -04.3 18' 7" 44:418 8 43.9 52:7
Notes: �••�•�,, oo
1) Desigi pressures have been calculated using procedires listed in ASCE 7-10,Chapter 30,Part 1,for nN ,s•'�• ''•. ��
Low-R se Buildings. UM,a ••' SH �'•• u f
2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal(ASD) c o N #�1h + P Z
design pressures shown. �.,E Q •'```` � ' uo
CL
3) Pressures have been calculated based on an enclosed building,any roof slope,Risk Category ll. LL Y� '�'� r
,4) The diisign pressures assume the entire door's width is in the end zone(zone 5)of the building. W N 48579 Z v
5) Most garage door openings will not be located completely in zone 5. Therefore individual calculations 0-< o
0
will result in lower pressures. ') '
6) Form an roof heights less than 15',use 15'pressures. •
a,«, � �b •�,
7) This Table is only'to be used in conjunction with Amarr STATE O
Garage Doors. E-' ' • �'7 ov
NO, + �w • '^c
165 Carriage Court•Winston-Salem,North Carolina 27105 -+g '+• '••••••' : �"
f Phone(336)744-5100•Fax(336)744-5815 E 2 '.• ;'
www.amarr.com
...........
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Mo
i
M IAM I-DlADE MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F,(786)315-2599
NOTICE OF ACCEPTANCE (NOA) ww%v.miamidaAt.gov/eeonom1_
Clopay Building Products Company
8585 Duke Boulevard
Mason,OH 45040
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction platerials. The
' documentation submitted has been reviewed and accepted by Miami-Dade County RER-Pradug%ontrol Sm-tion. to b#.....
used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdictf&(AHJ). ,• ••
This NOA shall not be valid after the expiration date stated below.The Miami-Dade CountyWcIlti8t Contr8lrSectiion(In•••:.
Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the riglitId have this Aroduct or •
material tested for quality assurance purposes. If this product or material fails to perform yin 1fie accept44 A *per, the •
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,moJM,or suspend the use df•.•••
such product or material within their jurisdiction.RER reserves the right to revoke this acceptaance;if it isr14ftined by*•••
Miami-Dade County Product Control Section that this product or material fails to meet Ne requireMeMs of tht•••;•
applicable building code. ••••••
This product is approved as described herein, and has been designed to comply with.the Florida l2viidh Cod8,•••••
including the High Velocity Hurricane Zone. •
.: . . ......
DESCRIPTION: Single Car W7 Steel Pan Sectional Garage Door up to 9'-8';l;+de w/
Optional Impact Resistant Lites (DP+42.0,-48.0 PSF)
APPROVAL DOCUMENT: Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant
Lites", sheet 1 of 1,dated 06/13/2008,with revision 07 dated 07/2017,prepared by Clopay Building Products
1 Company, signed and seated by Scott Hamilton, P.E., bearing the Miami-Dade County Product Control
revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the
positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing
reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami-Dade
County Product Control Approved' is to be located on the door's side track,bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
i TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 15-0225.16 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No 17-1016.18
MIAMID4D;coin Expiration Date: August 21,2018
(Z115� 1 Approval Date: December 21,2017
t Page 1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED'UNDER PREVIOUS NOA's
A. DRAWINGS "Submitted under NOA #15-0225.16"
1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites",
sheet 1 of 1, dated 06/13/2008, with revision 06 dated 02/2015, prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS "Submitted under NOA #08-0618.03" .'. y••••• *fee**
1. Test reports on 1) Uniform Static Air Pressure Test, Loading pejnC!TAS.202-94 •,
2)Large Missile Impact Test per FBC,TAS 201:9i:. . •
3)Cyclic Wind Pressure Loading per FBC,TAS X94 ;••• •
' 4) Forced Entry Test,per FBC 2411 3.2.1, TAS 202'94 • Goes*
5)Tensile Test per ASTM E8
...... . .. .....
.. .. ..01. Goes..
Along with marked-up drawings.and installation diagram of 9�X.24ga steel garage •.
door Model 94W7 with windows, prepared by American Tes;Lab,:Inc., .Test.Report...,.
No. ATLNC 0305.01-08, dated 05/28/2008, signed andysealed by.D vid W l;tnson=
P.E. . .
2. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated-panels,
prepared by Stork Materials Technology, Test Report No. 30160-04-63365, dated
01/26/2005, signed by John D. Lee,P.E.
C. CALCULATIONS "Submitted under NOA # 08-0618.03"
1. Jamb anchor calculations, prepared by Clopay Building Products Company, dated
06/13/2008, signed and sealed by Scott Hamilton,P.E.
D. QUALITY`ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
T E. MATERIAL CERTIFICATIONS "Submitted under NOA #08-0618.03" 4
1. Test report on Accelerated Weathering Using Xenon Are Light Apparatus`per ASTM
G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering
& Testing, Inc., Test Report No. HETI-06-A002, dated 12/04/2006, signed by Rafael
E. Droz-Seda, P.E.
2. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear
Polycarbonate, prepared by Hurricane Engineering & Testing,-Inc., Test Report No.
HETI-06-T566; dated 12/04/2006, signed by Rafael E. Droz-Seda,P.E.
' 3 Carlos M.Utrera,P.E.
Product Control Examiner
t NOA No 17-1016.18
Expiration Date: August 21,2018
Approval Date: December 21,2017
E-1
Clopay Buildiny,Products Company
NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED
_r
E. MATERIAL CERTIFICATIONS (CONTINUED)
3. Test report on Tensile Test per ASTM D638-96 of _Lexan SLX2432T Clear
Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-06-T634, dated 12/04/2006;signed by Rafael E. Droz-Sella, Pk. + '••••6 ••••••
4. Test report on Self-Ignition Temperature per ASTM D1929, Rate of Burn per ASTM
D635, and Smoke Density per ASTM D2843 of the Lexan Plastic**'eparecd by$TC :0"
•;
Laboratories, Test Report No. ETC-06-1024-17496.0, dated 05J2042006, signed by :•••':
Joseph L. Doldan,P.E. 000000 :00.9'
. ...... . .. .....
F. STATEMENTS "Submitted under NOA #15-0225.16" " " ••••••
1. Statement letter of code conformance with the 2010 and the 51 e&Sn (2p14}.FBC ...;:.
issued by Clopay- Building Products Company, dated 02/18/2015, signed Md'sealed •
by Scott Hamilton,P.E. •••
"Submitted under NOA #13-0625.06" 00 0
2. Statement letter of code conformance to 2010 FBC, dated 06/13/2013, signed and
sealed by Scott Hamilton, P.E.
3. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 06/13/2013, signed and sealed by Scott Hamilton,P.E.
t7
Carlos M. Utrera,P.E.
Product Control Examiner
NOA No 17-1016.18
Expiration Date: August 21,2018
Approval Date: December 21,2017
E-2 �
E-
r
i
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
k
A. DRAWINGS 0 0 0
1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact kesistpt jL4es", •,
sheet 1 of 1, dated 06/13/2008, with revision 07 dated 7/2017 V&bared bj*08pay 0'••
Building Products Company, signed and sealed by Scott Hamilton, 0 0 ;••••
.... . .....
B. TESTS 0 •
1. None. .. .. .... ......
. . •
. . . . ......
C. CALCULATIONS 0 :--o--
1. None. 00.0 : 00 0 ;....;
0 0 0
.. ..
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER) '
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 611 Edition (2017) FBC, issued by Clopay
Building Products Company, dated 10/04/2017,,signed and sealed by Scott Hamilton,
P.E.
2. Statement letter• of no financial interest, issued by Clopay Building Products
Company, dated 10/04/2017, signed and sealed by Scott Hamilton, P.E.
i
4 I
i
W/15/0
Carlos M.Utrera,P.E.
Product Control Examiner 1
NOA No 17-1016.18
Expiration Date: August 21,2018
Approval Date: December 21,2017
E-3
a
4 3 2
CLOPAY MODELS 84A, 94, 98, H94 °'Y` NT
(D AI MOD : 4RST, HOST, 4F ENO STILES ATTACHED TO DOOR SIGN WITH PATSTrW TGG-Li SYSTEM.END STILES OSI 08/13/05 ADDED OPTIONM.IMPACT RESISTANT
E HAVE(2)TDG-L.-LOC CLINCHES AT TOP AND(2)AT BOTTOM.ALONG THE FRONT FACE S B- HIB M 06 12 AFFIRMED COMPLIANCE WITH FW 2010
HOLMES MODELS: 48 21•SECTANS HAVE(5)TOG-L-LDC CUEM
N :® - .y 08 W
03/30 17 REVISED FOR IWO'HIGH ORT
• 15'SECIIONS KWE a)T00-L-LAC CLINCHES. 071 07/2017 JUPDATED CODE COMPLIANCE STATEMENT TO ADO PITH m.
TRACK CONFIGURATION NORITAMAI.TRACK SUPPORT
ATT CHED IMT G-L-LsYLE* EIWEEN EACH EMBOSS, _ J WpOIR ®
DOOR INSTALLER(TO SUIT).
.. ATTACHED wNE TDO-L-LW C(2)AT TOP L BOROAQ _ MON SOKO TAPE �I Item FOIL LHR T HIGN. TOP BRACKET
`A UREDUME ADHESIVE(ALONG CEIVRR} OPTIONAL eECDI4ATNE � \ '\ DPffif!L DmORAINE TRACK
D LEK NOPIIONTAL
-�A ~-iN mm. F9NF7�FRWE FAfIOE
4W!NOW(F LNPF T-1ltEfNR 4lADlIG N E11NFII
D TW SELTIOK(910MD D8 ttd:RRf-TO-n1E-lOP WITH(1)�3�V G�WY4roE BOOL D
r SFCION(NGL IND"
R t MAX.CLAIM SM•1-1/2"A 11'.
tIL.",5 NMR•IILN MODE)SIE UDAN SUO432T. Dies 13 G OALV.Sm FLA) EACH FASTFNm To Irt,V N
AN APPROPED LLS PLASTIC N ACOMMANCE WOAD WOOD ACHY WITH(3)3/1 1-1/t'WOOD LAG ON3EWS
•G/TBC 2500.
SEE SECTION B-B FDR ASGEMBLT GOALS.
MPACT RESISTANT VOIIICAL TAALK ATD%CHM A NOCLOTN
b MCE-M OE LF2YN fi TWVLX WITH(2)1/4'X3/ TRACO 9= _ - -
Y SLK2432T FRONT
PNAHE a GIAnHO ] - - -
SSET YRERLIED.HINDE - - - -
FOL ftEr0 n
n.STFINm RM11E WIM 2'DALY.STEEL TRACK.'
SEE END NICE OE'TAI. (to le• a•RW HEAD = _
5E2 INC �1� r2C1(iHICKNE55:OAeo.
TABLE 1agl -
1DO`PosOON(YofN�'>a DDDR HEKBHT OF _
LA1DlR aF FAFH lO0(FOR OEMBS. I SECT10� 'Ks 2m1/�YFwv w.
TO4
C B To■B
N„� eAA.N6 W10139"TECrURE.RAsn PANEL.GAN.NEIL SEES i PREPARATION OF JAMBS BY OTHERS C
9 K - FUISH P mLV.I SRF9 • T— NOME:THE DESIGN W THE SUPPORTING SYMJCrURAI ELEMENTS SHNL
9
S Y2'I_ BE THE RESPONSIBL1TY OF THE PROFESSIONAL KF RECORD FOR THE
IAGnON OF 1LDNG OR STRICTURE ARO N ACCORDANCE WITH CLRFENT BUILDING
oPnaNN uAIL DOOR TWDTN-B'-0' SECTION A-A j •m+o,r WnoH+r a r•Id1 .Xt: CODES Fat THE LOADS LISTED ON THIS DRAM140,
{SIDE ELEVATION (bN•IELD 35 D�MIN. SIGN WITH -jP2r' � JAMS TO SUPPORTING STRUCTURE'A1l'ACHMENT NO LOA0-40 GNWNIZING.BAKED-ON PRMERMO 111AC FROMSNW LAlpl ENGAGES AND A BACON POLYESTER PAINTED
OHIOVERTICILTitA MTOP CWT APPLIED TO BOM SAES OF 1 ALL ME LOAD FROM ME DOOR IS T ANSFERRED TO THE TUCK MND THEN FROM ME TRACK THE 2xeONE 5NAP LATCHKINSCE
END STEEL SKIN.(ASYM No.A653). VERTICAL SYP(GRADE/2 OR BEITE10 JAMBS.NO LOAD FROM THE DOOR IS TRANSFERRED TOSDEWSTLE STILE NORMALALL AAMB F SCfdERS WT BE(BUT ARE NOT RWUIRED TO B0 COUNTESUN(TO PROVIDE A NTFA SIE ST LE MO AV NO SURFACE FASTEER
IGU �DE BOLT LOCK A 1/]SN ESS INCREASE FOR WIND LOAD WAS NDI USED IN THE CALCULATION OF ALLOWABLE FOR' TYPEHYD '3AB RA L GAED`B ACKET roP MANORS AND FASIENEIIS FOM1 STEEL WNCRER AND Y150NR1.
E_HANDLE IDCK F1M EACH 90E OF -1 Y x 5-3/T 1
ENGAGES N DOOR HANDLEW/(4)1145/3'
1�A Deal 3 UD�OF DOOR OPENING 511N.L BE FRAMED MUD BY NOT LESS TWW(3)24 PRESARE TED STP �D.C.
INslrr a MIT METAL SCREWS ( #2 OR BETTER)WOOD STUDS OF A MESS GRADE NOT LESS THAN I=PS NOMINAL RBER
d�ITSA[KEYED IADK OUBAE ILm LOCK EACH SAE IN FENDING(FJ•SND WALLS TO BE CONTINUOUS FROM FoonNG TO TIE BEAMS. ..
IaTtl+L OPTaN a Eme RM y�rxi OF WOR 1��1
B + ' 14 G CNV.STEEL 2 SYP GRACE 2 O BETTER MOOD JAM0 SHNL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR B
FASTEN EXTENDING I END C COLV15t BLOCK WILL CF115 SCALL BE FILLED WITH CONCRETE AND REINFORCED WITHEINFORGNC Rao "A'®
2-3/4' 2-L/4' - SLES W ♦ 1sY6 EXTENDING INTO ME FDOnNC AND INTO TE BEAMS.ALL BARS STALL BE CONTINUOUS FROM' TE
[S)/ /B• TO FOOTING PER BLOCK WNL OR CONCRETE CDUAOI.BLOCK WALLS AND CONCRETE CO 15 10 BE
(4 /1a14/0'BIEEf AETAL SHP W JOINTS. C�j f/uA SELF BY THE BUNDNG ENGINEER oR ARCHITECT OF RECORD.
-r PRODUCT REVISED TwPDA SCREWS.
eY exm yIn w1}h the Florida I
7-Y2• 7-1/2' Bu(Iding Coe�e 2-1/a'TAu N 20 G V. 2x6 JAMB TO SUPP
/a O NOA-N0. 17-1016.18 SrFE1(11°i•Y�O eo TG USED FGR ATTACTNENT a BRACN2TS
e (�NG 4•a0f U-tMR TWO U-ERRS
y�T6T�yNG BcxOTs EbEpiretion Do",081212018SECTIONH� ON CEN
.1�1ES +s dDIS CENTER
ONE DISTANCE STEEL
By AT GHED WTM 1/4'SELF eLE.aNc Tl'PE FASIEER TYPE BETWEEN WASHERS
JAMB CONFIGURATION SCREWS T EACH
MI • rodr3et Con SCREWS. EACH D 1/a'H 3'(1-1/4'EMBED)nW 7APtDON OONCIETE ANCHOR -1/2'ACHE EDGE DISDNCO 10-I/2' 1•O-D.
SfGI+MOlI1DN0 BY DOOR IMERMEA 517LE'IDCAWN.
70:NE
ATi it 17 G dLV.5TE}1 BOROM -6 W - 200
MIT
Wh
m G FIND SELF,2-5/6N2'' BRACKET(3-1/2'x6-1/2 X 2-1 41.STEEL IIIEBI.STILE,25Q'. ATTACHEDSHEET METAL SCREWS. •-FIST ANCHOR/SCREI 571JOING TROY BORO4 AT NO MORE.TIW GFNIFA DISTAN(.
12 G OL TRACK HIGHESTAR EW WALED AT LEAST AS Nal ASIBR1 CKETWITH ONO HOODALUMINUM EXTRUSION a VIAL WFAT ERST@.EXTRUSION •• ••• •A WOODBLAC SCRRACKET. ATTACHWITH/Blit/2'SELF APPNG SCREWS AT 18' AA
to a rxv.SEED.11NTFR 1WOE PASIENm w cdlolCFMEi SPADNO[(B) ON FM DOOR). • fpE91GN LOADS: +42.0 PSF,6E -48.0 PSF.2'GALY.SIK FASTENED STIR W/(4)MACH JI4W'SEA MEi L SCREVB.TO TIQWIT EACH 7/10'ROSID P19NIAOT W YUFfMlm ON EAni R(ILLDI 91AFT. �' �� LKOAw-1- • 0 : 1 OF 1 BRTO TR1CHED CATH ONE ,}e-_1/4'A6/6' UT jQ TWO 14 oA OVY.SIE).D•MOE FASTEED TO DD SIXES W/(43 EAt21 � •• 00� �pA 9'D'W X 16YYH1/4'RWEIS. /144/5'SHEET METAL SIR,WS 4(4)1/a•SELF TNTNo SCREWS. aY A#I/7 ..8 1*064: DESCRIPTORSINGLE CAR W7 PAN DOOR
L i IN OD C Br. WITH IMPACT RESISTANT UTES
MIS EQUIRITWHORLS TO / -) Buildin rOductS 8583 DUKE BLVD. ATHE IEaARENMS aF THE 2Di02.1Os
BALL arm ImLLFR(1-S/1 Car 16E4
Fee,ME FYM EDIT10N TBC. WrTH STm OR HILTON IRE MASON, OH��pp 45 7'. DRAA/ARTA ANTER, VW
AND TI S!M HINT ON EBD COT11 C)n 15 d- •=.t*'A.G' • 101702 MD
r
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• • • • • • • • • •
• •• •• • • • •• ••
CFS Engineering Group, Inc.
Structural Engineers
Peake Residence Garage Door Replacemdol-*: ••••:•
9342 NE 9t" Avenue ::;:;; ••••• ••••••
Miami Shores, FL
...... . .. . .
.. .. .... ......
CFS Project Number 18004.00 •••... •
Design Wind Pressure Calculations
Prepared by
CFS Engineering Group, Inc.
Structural Engineers I CA#30725 ��� L0
185 NW 108th Street o��Cj. ;-���ENSF`•,!
Miami Shores, Florida 33168
305.420.6453 = * No. 0
'O 7E OF /y
February 28, 2018 0
Car'Na ,
PE—51500
CFS Engineering Group, Inc.
Structural Engineers
Peake Residence Garage Door Replacement k
. .... ......
Design Criteria
.... . .....
...... . .. . .
.. .. .... ......
Codes '•
• Florida Building Code 6t" Edition (2017), including HVHZ provisions '
• ASCE 7-10 Minimum Design Loads for Buildings and Other Structures
E
Wind Loads
Based on ASCE 7-10 and FBC 2017 HVHZ
• Exposure: C
• Basic Wind Speed: 175 mph
• Risk Category: II
• Enclosed Building
• Mean Roof Height: 12'-0"
See following pages for design wind pressures spreadsheet and MecaWind run.
i
C
{
Peake Residence -Garage Door Replacement
Velocity Pressures
ASCE 7-10 Exposure C
Floor Elev Kz Kh Kzt Kd V qz qh
(ft) (mph) (psf) (psf)
Gable Roof 12.00 0.85 0.85 1.00 0.85 175 64 9*056.64 •• •••
G 0.00 0.85 0.85 1.00 0.85 175 64 .5F.64
0000..
..
000041
, • 0000..
0000..
0000 . 0000.
0000.. ..
Components and Cladding •••••
0000.. •
Wind Pressures on Exterior Doors and Windows '.
0000.. 0000..
Bldg. Height h <= 60' Figure 30.4-1 •• .. ;••••;
Door Tributary qh GCp + GCp- GCpi + Pressure - Pressure
Location Area (sf) (psf) Zone 4 Zone 5 Zone 5
(psf) (psf)
Garage 56.00 56.64 0.87 -0.97 -1.14 0.18 59.4 -74.5
Notes: Values given above are ultimate design pressures
Multiply by 0.6 to convert to service design pressures
Door Service Pressures
Location Positive Negative
(psf) (psf)
Garage 35.6 -44.7
F
MecaWind Pro v2 . 2 . 7 . 7 per ASCE 7-10
Developed by,HECA Enterprises, Inc. Copyright www.mec -E :,n
Date 2/2.7/2018 Project No. w 18004.00
Company Name CFS Engineering Group, Inc. Designed By C.F.Sanz
Address 185 NW 108th Street Description Peake Residence Garage Door K
City Miami Shores Customer Name Frances Peake
State FL Proj Location Miami Shores, FL
FiI Locazi;:t:: C ,e>s ,,,t1_l: ,1)..1.,neit ^,FS !'noireirrin:: G ro imi P r o tcr.s',,18'1,:4.'?r. - F r ante, Erake
Resic;.ua- 1)cor P,srl...,.;.:ment. C:dic: T,,,'i.r,d',PFm,ake k em,i.�.c:;n... i.epl.ac e trcr.....',:nr.
Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1)
Basic Wind Speed(V) = 175.00 mph
Structural Category = II Exposure Category = C
Natural Frequency = N/A Flexible Structure = No
Importance Factor = 1.00 Ed Directional Factor = 0.85
Alpha = 9.50 Zg = 900.00 ft sees
At = 0,11 Bt = I.(Xi • • •
sees sees••
Cc = 0.20 1 = 500.00 ft • 0• • •
Epsilon = 0.20 Zmin = 15MQ194•0 •• •• ••••�•
Pitch of Roof = 3 : 12 Slope of Roof(Theta) = 14.64"dj• • • •
h: Mean Roof Ht = 10.54 ft Type of Roof = GABLED•••• *sees*
RHt: Ridge Ht 13.29 ft Eht: Eave Heicht = S.60 ft • �•••% • •
OH: Roof Overhanq at Eave= .GG ft Overhead Type = No Ovetl!At • sees•
Bldg Length Along Ridge - 43.1G ft Bldg Width Across Ridge= 42.66ef@4• 0 00 • •
• • • • e sees•
Gust Factor Calculations ••••e• •
Gust Facto::- Cetecrory I Rigid Structud res Metho • • • c' •
Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 • • • • 0a•0�s
• • 000.00
•1 0 •
Gust Factor Cateqory it Rigid Structures - Complete Analysis sees •• • 0.00•0
Zm: 0.5*Ht = 15.00 ft • • 0 • s
lzm: Cc*(33/Zm)^0.157 = 0.23 �• •
Lzm: 1*(Zm/33)^Epsilon = 427.05 ft
Q (1/(1+0.53* ( (B+Ht)/Lzm)^0.53) 1^0.5 = 0.92
Gust2: 0.925*((!L+1.7*1.7m*3.4*Q)/(1.+:L.7*3.4*12m))
Gust. Factor Summary
Not a Fle:{ible Structure use the Lessor of Gustl or Gust2
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient
Wind Pressure on Components and Cladding (Ch 30 Part 1)
. a Roof not
shown
k ,aY 4 C 1 1
T 1 I
k
`moils r r G2bte hoof r<0<--43
All nrF sur- sham ar.e in ,r.,,r: ??er,igr., , ..'_h .a l.o a.c Fes.-tor _.f I.
Width of Pressure Coefficient'. Zone. "a" _ = 4.23 ft
Description Width Span Area Zone Max Min Max P Min P
ft ft ft^2 GCp GCp psf psf
-----------------------------------------------------------------------
Front Door 8.00 7.00 55.0 5 0.S7 -1.14 59.28 -74.43
Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85
Qhcc: .00255*V^2*Khcc*Kht*Kd = 55.57 psf
Wind pressures above are strength design values.
To convert to service values multiply by 0.6.
Garage Door: +35.57 pM/-44.66 psf