WS-15-1551 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-239147 Permit Number: WS-6-15-1551
Scheduled Inspection Date: July 17, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: GALLO,ANTONIO Work Classification: Garage Door
Job Address:290 NE 93 Street
Miami Shores, FL Phone Number (305)582-2467
Parcel Number 1132060133480
Project: <NONE>
Contractor: JULIAO GARAGE DOORS Phone: 305-826-0250
Building Department Comments
REPLACE GARAGE DOOR Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-238484. CREATED AS
REINSPECTION FOR INSP-238259. CREATED AS REINSPECTION FOR
INSP-237445. No accerss
Tap cons not per NOA
Failed ❑ No access
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
July 16, 2015 For Inspections please call: (305)762-4949 Page 19 of 35
- a f t - .z
19 1
`S�oaEs r� Miami Shores VillagePar,tflffypr3'.��f��$ihtllier8;
' g10050 N.E.2nd Avenue NE
Ay W4
Miami Shores,FL 33138-0000
T7 kVEO
ry�N Phone: (305)795 2204 OR
'• $
Expiration: 12/26/2015
Project Address Parcel Number Applicant
290 NE 93 Street 1132060133480
Miami Shores, FL Block: Lot: ANTONIO GALLO
Owner Information Address Phone Cell
ANTONIO GALLO 290 NE 93 Street (305)582-2467
(.
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 900.00
JULIAO GARAGE DOORS 305-826-0250 €
Total Sq Feet: 60.2
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 $0.60
DBPR Fee Invoice# WS-6-15-56073
$2.00 06/23/2015 Check#:9930 $50.00 $74.60
DCA Fee $2.00
Education Surcharge $0.20 06/29/2015 Check#: 10016 $74.60 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $0.80
Total: $124.60
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: Icertify that a e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, ze the above-named contractor to do the work stated.
June 29, 2015
Authorized w er / Applicant / ontractor / Agent Date
Building Department Copy
June 29,2015 1
Miami Shores Village JUN 2'3 2015
Building Department
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel: (305)795.2204 Fax:(305)756.8972
INSPECTION'S PHONE NUMBER: (305)762.4949
FBC 2W6
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.
Permit Type: B'U'ILDING ROOFING
l_
JOB ADDRESS: � 6 N's- -` 3 S+
City: Miami Shores ` f County: Miami Dade Zip:
Folio/Parcel#: I t �)W D `L v7—
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:Name(Fee Simples Titleholder): I 1(V�'�U �f��( II Phone#:�36
Address: 29
U 1 II'�/I,' `7 5 'S4 `
City: M W EA I J i1�{�e-� State: F^ Zip: 3313
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: I. Okuo VtIArC.1 A p V0 Phone4l( !2�Lq2 �Z
Address: _ i I'w' e1:;")9 S4. j a W1
City: ,�Kki' 'c t I« S State: Zip:
Qualifier Name: 3GA t —AU(A Ay Phone#: -
State Certification or Registration#: Certificate of Competency0)) �(Ptfm�ct
Contact PhoneEmail Address: 1 (A Uk Y(A 6a c ,6 i'LS I
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$ q V� V v Square/Linear Footage of Work: 60 . 7
Type of Work: ❑Addition II /❑�Alteration1(/� ❑New aKe—pair/Replace ❑Demolition
Description of Work:
Color thru tile:
Submittal Fee$ hermit Fee$ j \ W CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$ C p
TOTAL FEE NOW DUE$ �'t •�Z>
'ponding 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 ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit ' issued. In absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
wner or Agent Con ctor
The foreegoing instrument was acknowledged before me this L9 The foregoing instrum nt was ackn wledged before me this r
day of
20 15 by Aytor \O C1,Cxt\ day ofM!A l 2015by .SOS lJl �Gt
who is personally known to me or who has produced FL who is personally known to me or who has produced �L
bYive.YS L i C- As identification and who did take an oath. Or"wCV5 LtL-as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
„�YPG�g LILY RAMIREZ
Notary Public,Sfate of FWft
:OFFICIAL;
Si �y•.;sFA�: Q Commission#EE200M Sig
Print:L-r tU t'�tl 1 VEL lnt; F ►✓f?L
EZ
My Commission Expires: My Commission Expire(a LILY RAMIR
,� �'•,° Notary Public.3mte d FI011da
+,OFFICIAL;
J),�..,$EAL:��
commission#EE209298
9�OF FL My Commission Expires Jun.10,2018
17;,
APPROVED BY ( Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
0 9�� CI" TY R Ca'FTVFD
JUN-232015
BY:
Miami Shores Village
APPROVED BY DATE
ZONING DEPT
BLDG DEPT
r
SUBJECT"rO CGMPLL4NCF VM ALLFEDEiM&
STATE ANO CCUN'IY RULES MID REGULATIONS
(nQ �
r
ATarr
GARAGE DOORS
WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS
2010 FLORIDA BUILDING CODE
DADE COUNTY FLORIDA
175 MPH
EXPOSURE C EXPOSURE C EXPOSURE D EXPOSURE D
Mean Design Pressure Mean Design PlNeative
Mean Design Pressure Mean Design Pressure
Door Door Roof Door Door Roof Door Door Roof', Door Door Roof
Width Hei ht Hei ht Positive Ne ative Width Hei ht Hei ht Positive ''Width Hei ht Hei ht Positive)N ative Width'Hei ht Nei ht Postive N ative
8 7 35.6 -44.7 8 8 35.2 ss 8 7 43.2 -54.2 8 8 42.7 -53A9 7 35.3 -44.0 9 8 34.9 9 7 42.8 -53:5 9 8 42.4 52.616 7 15 33.8 41.0 16 8 15 33.4 16 a 7 15 41.0 -49.8 16 8 15 40.6''' 49.0
18 7 33.5 -40.4 18 8 33.1 -39.7 18 7 1 0:6' 49.1 18 8 40.21 -48.2
8 7 36.1 45.3 8 8 35.7 -44.6 8 7 43.7 =54.8 8 8 43.2' -54.0
9 7 35.7 -44.6 9 8 35.4 -43.9 9 7 43.3 al -54.1 a 9 8 42.8 53.2'
16 7 16 34.2 41.6 16 8 16 33.9 -40.9 16 7 16 41.4 's -50.4 16 8 1 41.0 -49.5
18 7 33.9 -41.0 18 8 33.6 40.3 18 7 41.1 '' -49.6 18 8 40.6 -48.8
8 7 36.5 -45.9 8 8 36.2 -45.1 8 7 44.1 -55.4 8 8 43.7 -54.5
9 7 17 36.2 -45.2 9 8 17 35.8 -44.5 9 7 17 43.7 -54.6 9 8 43.3a ' =53.8
16 7 34.7 42.1 16 8 34.3 -41.4 16 7 41.9 17
50.9 ' 16 8 41.4'' 50.1
18 7 34.3 -41.5 18 8 34.0 -40.8 18 7 41.5 50.2 18 1 8 41.1 -49.3
8 7 37.0 -46.4 8 8 36.6 -45.7 8 7 44.6 -55.9 8 8 44.1 : -55.1
9 7 36.6 -45.8 9 8 36.3 -45.0 9 7 44.2 -55.2; 9 8 43.7< -54.3
16 7 18 35.1 -42.7 16 8 18 34.7 -41.9 16 7 18 42.3 -51.4 16 8 18 41.9 -50.6
18 7 34.8 42.0 18 8 34.4 -41.3 -18-f 7 41.9 -50.7- 18 8 41.5''` -49.8-
8 7 37.4 -46.9 8 8 37.0 -46.2 8 .7 45.0 56.5 8 8 44.5'' -55.6
9 7 19 37.1 -46.3 9 8 19 36.7 -45.6 9 7 19 44.6 -55.7 9 8 19 44.1 -54.8
16 7 35.5 -43.1 16 8 35.1 42.4 16 7 42.7 -51.9 16 'a r8 42.3 -51.0
18 7 35.2 -42.5 18 8 34.8 -41.8 18 7 42.3'x -51.1 18 '; 8' 41.9 -50.3
8 7 37.8 -47.4 8 8 37.4 -46.7 8 7 45.4'a -57.0 8 8 44.9';a a'-56.1
9 7 37.5 -46.8 9 8 37.1 -46.1 9 7 45.0 -56.2 9 8 44.5< -55.3
16 7 20 35.9 -43.6 16 8 20 35.5 -42.9 16 7 20 43.1 -52.4 16 8 20 42.6 -51.5
18 7 35.5 43.0 18 8 35.2 -42.2 18>a 7 42.7 -51.6 18 8 42.2'' -50.7
8 7 38.2 -47.9 8 8 37.8 -47.2 8 x 7 45.8 -57.5 8 8 45.3'' -56.6
9 7 37.8 -47.3 9 8 37.5 -46.5 9 x 7 45.4 -56.7 9 8 44.9 -55.8
16 7 21 36.2 -44.1 16 8 21 35.9 -43.3 16 7 21 43.4 > -52:8 16 8 21 43.0 -5t:9'
18 7 35.9 -43.4 18 8 35.5 -42.7 18 7 43.0 -52.0' 18 8 42.6 -51.1
8 7 38.6 48.4 8 8 38.2 47.7 8 7 46.1 57c9 8 8 45.7 57.0
9 7 22 38.2 47.7 9 8 22 37.8 47.0 9 7 22 45.7 -57:1 9 8 22 45.3 56.2
16 7 36.6 -44.5 16 8 36.2 43.7 16 7 43.8 53.3 16 8 43.3 52.3
18 7 36.3 43.8 --1-8-F-8 35.9 -43.1 18 7 _T34 > 52:5, 18 8 42.9' 51.6
8 7 38.9 -48.9 K-8
8 38.5 -48.1 8 r 7 46.5 -58.4 8 8 46.0 -57.5
9 7 38.6 -48.2 8 38.2 -47.4 9 7 46.1 -57.6 9 8 45.6 -56.7
16 7 23 36.9 -44.9 8 23 36.6 -44.2 16 7 23 44.1 -53.7 16 8 23 43.7` -52.8
18 7 36.6 -44.2 8 36.2 -43.5 18 7 43.7 52.9 18 8 43.3 -52.0
8 7 39.3 -49.3 8 38.9 -48.5 8 7 46.8 x -58.8 x 8 8 46.4 -57.9
9 7 24 38.9 -48.6 8 24 38.5 -47.9 9 7 24 46.4 -58.0 9 8 24, 46.0 -57.1
16 7 37.3 -45.3 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 r -53.3 18 8 43.6 -52.3
8 7 _7T9 6 49.7 8 8 39.2 -49.0 8 7 47.2 -59.2 8 8 46.7,; -58.3
9 7 39.3 -49.0 9 8 38.9 -48.3 9 7 46.8 -58.4 9 8 46.3 -57.5
16 7 25 37.6 -45.7 16 8 25 37.2 -44.9 16 7 25 44.8 -54.4 16 8 25 44.3 a-53.5
18 7 37.3 -45.0 18 8 36.9 -44.3F18-17 44.4 -53.6 18 1 8 1 43.9'` =52.7
Notes:
1) Design pressures have been calculated using procedures listed in ASCE 7-10,Chapter 30,Part 1,for Low-Rise Buildings.
2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal(ASD)design pressures shown.
3) Pressures have been calculated based on an enclosed building,any roof slope,Risk Category II,residential application.
4) The design pressures assume the entire door's width is in the end zone(zone 5)of the building. o
5) Most garage door openings will not be located completely in zone 5. Therefore individual m .+""'•••.� c a
calculations will result in lower pressures. •`� *• N
6) For mean roof heights less than 15',use 15'pressures. N C +♦` i\
7) This Table is only to be used in conjunction with Amarr Garage Doors. w �.+♦""•+.• + o
LL
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aQ � 0.48 � Zv
165 Carriage Court+Winston-Salem,North Carolina 27105 a a /� ; oc�
Phone(336)744-5100•Fax(336)744-5815 o i l o>
www.amarr.com E-2 ,• STA F o>
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FL ��
M IAM I-DADE MIAMI-DADE 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) www.miamidade.eov/economy
Amarr Garage Doors
125 Carriage Court
Winston-Salem,NC 27105
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up
to 9'-0" Wide(DP+51.1,-60.3 PSF)
APPROVAL DOCUMENT:Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak
Summit,(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets Ithrough 3 of 3,dated
03/14/2003,with revision B dated 10/13/2011,prepared by Aman•Garage Doors,signed and sealed by
Tomas L.Shelmerdine,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,3800 Greenway Circle,Lawrence,
Kansas,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 perfonnance of this product.
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
un 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 and renews NOA# 12-0228.12 and consists of this page 1 and evidence page E-1,as well
as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No 13-0503.06
MIAMI•DAbECOUtJTY Expiration Date:September 4,2018
Approval Date:August 8,2013
( Page 1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24
GA) 1000,2000, Short,Long,Flush and Oak Summit Panels",sheets Ithrough 3 of 3,dated
03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and
sealed by Thomas L.Shelmerdine,P.E.
B. TESTS
1. Addendum to Test Report No.ATLNC 0129.01-13R,prepared by American Test Lab,Inc.,
dated 06/11/2013,signed and sealed by David W.Johnson,P.E.
2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing,Inc.,Test
Report No. C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E.
3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Tensile Test per ASTM E8
5)Forced Entry Resistance Test per FBC,TAS 202-94
along with marked-up drawings and installation diagram of 9'x 7' 24 ga steel garage door
Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0129.01-13R,
dated 04/02/2013,signed and sealed by David W.Johnson,P.E.
4. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of 9'x 7'Model 950D Heritage with
Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab, Inc.,Test
Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson,
P.E. "Submitted under NOA#08-0718.01"
C. CALCULATIONS
1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and
sealed by Thomas L. Shelmerdine,P.E.
2. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012,signed and
sealed by Thomas L. Shelinerdine,P.E. "Submitted under NOA#08-0718.01"
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 conforniance to 2010 FBC and no financial interest issued by
Structural Solutions,PA.,dated 04/11/2013,signed and sealed by Tom L.Shelmerdine,P.E.
— 11-13/ �
Carlos M.btrera,P.E.
Product Control Examiner
NOA No 13-0503.06
Expiration Date: September 4,2018
Approval Date:August 8,2013
E-1
ADJUSTABLE ROLLER CARRIER
ATTACHED V/(2)1/4'x 1/2' 14G0.DURASAFE
BOLT L NUT PER BRACKETCENTER HINGE ATTACHED 3 GA FLAG BRACKET ATTACKED TO WOOD
V/(4)1/4'x 3/4' JAMB
HEX HEAD CREVS V/(3)5/16
1( DIA X 1-5/8•LAG BOLTS AND TO
2.THICK 2 GA CONHERATT TRACK AN U)1/{'-20 x 5/6 TRACK SPLICE
TOP FIXTURE ATTACHED V/ H0.TS AND NUTS
(4)1/4'x 3/4'HEX HEAD SCREWS
3 5/0'E204 R- USS ATT ADJUSTABLE SLIDE BRACKET ATTACHED
12 GA 3/4'GALV.COMMERCIAL V//2)1/4'x 3/4' y/(2)1/4'x 1/2'BOLT AND NUTS
TOP ROLLER BRACKET HEX HEAD SCREWS AT 24 OA MIN EXTERIOR SKIN
ATTACHED V/(4)1/41 x EACH CENTER S71LE w/BAKED 00 POLYESTER FINISH
3/4'HEX HEAD SCREWS 2'10 BALL STEEL
PER BRACKET 0 0 S'MIN STEN ROLLER SPLICE TRACKS AT THIS LOCATION
W/((4)1/4'-20 TRACK SPUD:ROLM&HUTS
TYPICAL TOP FIXTURES 1 • SECURE M JAMB PATH(3)5/16'DIA.z 1-5/4'
N.T.S. LAO BOLTS
SEE(TABLE 2)CN PAGE 3 FOR 5 (SPLICE)
RECOMMENDED SECTION COSIG'JRATI(N TYPICAL DURASAFE CENTER HINGE/ ` (7)5/76'DIA z 1-5/9'
_.�A N.T.S. L LAO BOLT ATTACHED TO JAMB
E., /B'22GA AT EA JAMB BRACKET
R-TRUSS PER SECTION
72 B GALV.STEEL
1 I TS
T (T( 7 ATrACHEO W/(1)1/4'-20
I if (TCP) N TRACK SPUC E BOLT&NUT
STILE STIFFENERS(3)
Z � LOCATED W HUlGE KOLE(S)
OV TOP SECTION ONLY F
THROUGH HOLES FOR STRUT END HINGE
H ATTACHMENT(IF STRUT 14 GA. E
IS REQUIRED)
D
6 4 L o _ 1B
1
SEE(TABLE 37 ON PAGE 3
B FOR JAMB BRACKET SPACING
TRACK CONFIGURATION FOR 8'S'UP TO 14'TALL DOORS
A � 3 S/8'H X 22 GA <3 5/8'
STILE TYPICAL STILE STIFFENER/c I R-TRUSS)GALV.STEEL R-TRUSS
T4.
LOCATIONY CE TABLE 4 ON PAGE 3 A SEE(TABLE D ON PAGE 3 N.LS• 'J HEXATT�HEAD CREVS IAT,EACH ERD
FOR STYLE PLACEMENT FOR STRUT SPACING STILE AND(2)1/4'x 3/4'HEX
HEAD SCREWS AT EACH CENTER
9'-0'MAX STILE
INSIDE ELEVATION
ADJUSTABLE SLIDE BRACKET N.T.S. 14 G0.DURASAFE 1)2'20GA STRUT AT
ATTACHED V/(2) x ENO HINGE ATTACHED BOTTOM PANEL
S/8'TRACK BOLTS ANOND NU Nlli V/(2)1/4'x 3/4'
HEX HEAD SCREWS
L4 GA DURASAFE AJUSTABLE ONT.STEEL RETAINER NEW DTSDII M IF IErL M WK BY
ROLLER CARRIERS ATTACHED TO TWO(2)ROWS OF MEE(3) )�, V/BOTTOM SEAL
3 3/B'22GA R-TRUSS V/(2) 4G&DURASAFE VENTS EQUALS 13 SO.INCHES
I/4'X 3/4'HEX MEAD SCREW ROLLER CARRIERS ATTACHED A NFRMl01 A81W f8C MIA &ftl KIID OS-11-08 9(R
TO END STILE W CD VA x 3/P -j' ccrTON A-A(SIDE VIEW) 8 UDIBD 10 fr�no R7/I3/II ORC
° HEX HEAD SCREWS PER CARRIER �� -
N.TS
MAX SZE - AAABr10I.y24
•• 2'10 BALL STEEL 9'x 14' �^ Ce0 SFI °jAs S�
3 5/8'2260. 9'LONG STEM ROLLER DESIGN LOADS01e�S)"
R-TRUSS _ OPTIONAL VENT DETAIL �q`Q:'•\GENS•
ATTACHE 0 V/C4) SLIDE LOCK ENGAGES INTO VERi7CAL 6 +51.1 PSF 00 V �, F••'m`_ So
1/4' 3/4'HEX TRACK ON BOTH SIDES S/8'MIN N.T.S. °, e�.• '` F
HEAD SCREWS ENWGENENT(SNAP LATH,CHLOCK -80.3 PSF iE /`:,t�U DD4yp.��
BAR OPTIONAL)ATTACH V/(2)1/4'x LARGE MISSLE
3/4'HEX HEAD SCREWS c6 at; i /�:* $•�-�
IMPACT RESISTANT
TYPICAL DURASAFE END HINGE/ '� \ y:y �TRTE OF
-N.Y.S. `J LARGE MISSLE R ^✓ate/'A:/C` P."���
ST/qp M(IULONO T IMPACT
SAW x 1 3/8'LAG 2•ATTORCKEO RV/ RESISTANCE @ tltltltl`-S•CON\�`.`Gi�e�� S
3SIDEROON (Su PPLIED BY NSTALlER) AT GACKEO WDOORS SKI ANDL(2> �ICREW 1)PER�BRACKET HEX HEAD,CREVS Jtltll'S�U�A'; ��� 2�
(37 20 GA CENTER STILES TOG-L-LDC AT THE TOP AND AT END AND CENTER €"'rl v
ATTACHED WITH(2) BOT704 RAIL STILES r L
TDG-L-LOC AT THE TOP AND (1)T/1B'OA. PROIXK-'T AIIVIBUBD
BOTTOM RAIL ANO 113-R FACE
BOLT RETAINER 9 DB4"o0v AA4tll dw pkww
70 INTERIO(FACE pER ROLLER o COde2k2`�+`�.
° A�DDgpAneR " -
- •O• BOTTOM BRACKET HR(MSD7 163 CARRIAGE COURT VINS7UI-SALOL N.C. 27103 VVVAMNOLCM
2'10 BALL STEEL 13 GA ATTACXEI � MODEL 980 HRFOTAGE(24 GA)1000,2000
r 3'MIN STEM ROLLER HEX 1/4'%SCREWS
R1 MODEL 855 OAK SUMMIT(24 GA)1000.2000
HEX HEAD SCREWS M / SHORT,LONG,FLUSH,AND OAK EUMMPI'PANELS
� • 5/8'H X 22 GA r GALV.STEEL TRACK:
(1)1/4-20 3/8•TRACK (3 5/8'R-TR USS) IRAQ(THICKNESS.OBS' /� 97E MUN BY BU DAL 031" DRUM MAIC#.
SPLICE BOLT AND NUT PER CONT.VERTICAL JAMB 2 TYPICAL BDTTUM BRACKET!4 1
JAMB BRACKET STP OR SPF N.rs. B OM BY AAE DAK 03/14M IRC-9509-180-21
TRACK MOUNTING DETAIL (NO 2 OR BETTER)
N.T.S. 9M CF
SPECIFICATIONS AND NOTES
1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMES.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
+230.0 LBS/FT k -271.4 LBS/FT INTERIOR OF GARAGE
3. DOOR AND HARDWARE WILL BE DESIGNED.MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. MAX. WIDTH 9'0"
4. DOOR SECTIONS SHALL BE 24 GA.(.0216)MIN. EXTERIOR SKIN
ROLLED FORMED,W/BAKED ON POLYESTER FINISH
5. DOORS UPTO 7'0`HIGH CONSIST OF(4)SECTIONS AS SHOWN.
USE(1)3 5/6"R-TRUSS PER SECTION DESIGN LOADS
6. DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 +230.0 LBS/FT SEE NOTE 2
ON PAGE 3 -271.4 LBS/FT
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL
COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE.
I A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE
TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB
SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A
YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE:A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM
COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH PYLODU(.7REVISBO
OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE roaoeplyirv)ilAlOe AoddO
COUNTY UNDER THIS NOTICE OF ACCEPTANCE. AriAt+Cbti
H14InHb. /$
Hy n
ndua
WOOD JAMB ATTACHMENT TO STRUCTURE A ft%lDOICfD:1l9O6 wK BT
P X 6 V RTICAL JAMB ATTACHMENT TO WOOD FRAME cTRUGTURE A IFIRMT01U2DI FH;lLTB.�hPGt lfliD 06-11-�901
5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 20'D.C.(1 1/2'EMBEDMENT> B UMIMlDFM2T0 10/13/11 DAC
P X 6 VERTICAL!AMB ATTACHMENT TO 2.000 PSI CONCRETE .
HILTI KWIK BOLT 3/8'X 4'STARTING 6'FROM ENDS THEN 24'D.C.(2 1/2'EMBEDMENT) MAX SIZE I
HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 18'O.C.(1 1/4'EMBEDMENT) �-, \\\\ SIA ="' e
ITW/RAMSET REDHEAD(TRU-BOLT)3/0'X 4'STARTING 6'FROM ENDS THEN 24'D.C.(2 1/2'EMBEDMENT) 9'x 14' �S�.SHEt fo.� „«
P X 6 VERTTCAL JAMH ATTACHMENT TO HOLLOW C-90.BLOCK _ •E S ,�,. Qi
SIMPSON I/4'X 3•TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS DESIGN
PSFO m'`,O P-.\C' N F'9� e� 3Q
(3'APART)AT 8'O.C.O 1/2'EMBEDMENT) -60.3 PSF
HILTI 1/4'X 2-3/4'KWIK-COPT 114 SCREWS STARTING 6'FROM ENDS,USE PAIRS OF
FASTENERS C3'APART)AT 8'O.C.11 1/4'EMBEDMENT)
P X 6 V RTICAL JA R ATTA NMFNT TO GROUTED C-90 BLOCK(2000 PSI GROUT) '
HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 22'O.C.(1 1/4' $ �"`� ' ���'•'
EMBEDMENT)(OR,USE FASTENERS FOR HOLLOW L-90 BLOCK) g �'l6 STATE OF �/�o'
7 LARGE MISSLEs „
t -LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
IMPACT
@ _ ■PREPARATION OF WOOD JAMBS BY OTHERS RESISTANCE ���'S p......
4 g F WOOD IHOLLOW BLOCK GROUTED BLOC '^FL
STRUCTURE STRUCTURE STRUCTURE STRUCTURE
1 LS 165 CARRIAGE COURTVINST011�)100 VVVA"MCOM
1/I2'MIN 22-3I/4'MIN 1-1/2i NIN 4' MODEL B60 HERITAGE
(24 OA)1000,2000
TYP.JAMB 3'HIN MODEL 865 OAK SUMMIT(24 GA) 1000,8000
SHORT,TANG, FLUSH,AND OAK SUMMIT PANELS
AVAILABLE TRACK CONFIGURATIONS 91DRAIN BY DU DAIS 03/11/O INAT010 BAIHR
N.T.S.
01 aHa®er MI oATL 03/14p03 IRC-9509-180-21
SHUT- - -
SHUT 2 OF 3
TABLE I TABLE 2 TABLE
DOOR STRUT SPACING(BASED ON RECOMMENDED DOOR SECTION HEIGHTS Section Center Stile Location
- Panel Type (Measured from Left Edge)
HEIGHT SECTION CONFIGURATION) TOP HEIGHT Btm #2 #3 1 #4 #5 -#6 #7 #8 Width- 1st 2st 3rd
B C D E F G H T :21" 21-1 (in)
A -14. 114- - ..2 (in) (in)
-62.1 7� :2 2
7715�� 70172:
ITT 21" 21" 21 21 21 18" 18" 21 --:v 0 -,:14.812:1 -717.108.
7' 51/2" 16' 37" 58" 76 1/2" -
7T57 7�7 77 757 797 7TF 7V 7TF'21 9,0 Long 24.000 48.000 72.000
Bead 24.625 48.000 71.375
.49!'�,�,1577` 182 1/2"' 8'0
1X
8, 51/2"... 16" 34" 52" 79, 881/2" 12'6" 21" 18" 18" 18" 18" '18" 18" 21 -Short� i��2
C3* -40W., 31�.OM
21"
7779�'&�7 :211��,21'
16'.!�%:-.37��- -50" ;76!l: 94:1/1-2":� 62 Long 24.500 49.000 73.500
9' 15 1/2111 13" 31" 49' 1 67" 86' 1 100 1/2" 11'6" 21" -21" 21"1 18" 18" 18" 21 V!2 Bead 25.125 49.000 72.875
1W' 761420,
161101--AV� 34- -15r�[70!,1.,� 8W. -1 7�7 . W 4' $hod,.: .000-
V1.JOB Im-, 18. - 1.8,' A _24;.58O.,
ly 1/2, 161, 37" 59- 176" W 112 1/2" 10'6" 21" 21 21" 21 21" 21 9:4 Long 25.000 50.000 75.000
9.4 Bead 25.625 50.000 74.375
O.ii 72 -
00-1 1/21! .ill 7213F 1.8" AV-� 2T.,
118� S1.000,-:
-1 5-J/
0.6 37
779W 77§fiW7-�X,029., 75.971 r;
11' 5 1/2" 16"- 34" 5 Z' 70" 89, 106" 124 1/2"1 9-6" 21" 18" 18" 18" 18"' 21" 8',6 . Long 25.500 51.000 76.500
77TFV::: 5 w-, 16", �37` Ve Ow" 112-) 130,1/2t' 9'0" 7 7F 7F-18' 18"` 96 Bead 26.125 51.000 75.875
17 5 1/2" 16' 37" 58" 79" 109' 118" 136 1/2" 8'6" 21" 21" 21" 18" 21" 77ff 77S� 1-
126 70." 88..�. 106'! 1124" T42_V27 77�77T 18. A 818 Long 26.000 52. 78.000
E�1/2' 16' 34!.. 62"
6'1 94"1112" 1301, 148 1/2" 7-6" 18" 1 81. 18 11 18. 18"
13' 5 11Z' 16" 37" 58" 7 8'18 Bead 26.625 52.000 77.376
6&000--�;10,966.
4 R, 778� . -
2 1� 2V 2'4� -2,1 10 Long 26.500 53.000 79.500
37" 08!!.. 775F7.16,4
T, �21!' 2'11
1 14- 151/2"1 16" 37" 58" 79" 66" 21" .18" 18"1 211, vilO Bead 27.125 63.000 78.875
TABLE 3 911 0 Short;i -.80.404
DOOR 9'1 0 Long 27.000 54.000 1 81.000
TRACK ATTACHMENT SPLICE 9':0 Bead 27.625 54.000 1 80.375
HEIGHT A B C D E IF G H I J K L M N S
-11411 27"- 381'� 46" 56!
... . .....
7- 311 1411 2711 3811 4611 56" 6811 7611 IV I K=W OF WON UIE JBY
A ATRAW1D2"FErVIX
8
:2T
� ".7 - - .1.1 - 11 V 8 jumulommo I lawl I mc
81 311 14" 27" 1 38" 46" .56111 6811 78" 8811 MAX SIZE U
611� ir-0601 11
9-x 14-
J-V 27T
S P,
DESIGN LOADS .......
91 3" 14" 27" 38' E46-1 56" 6811 7811 88" 1001, +51.1 PSP rEN&�*-.,�
68 9 E A<p*\� 'r"m
-60.3 PSI'
91 4 Z-: No 0048579
3 UP
9wi
6l
56
1 112" hc
101 311 1411 2711 3811 4611 5611 6811 7811 8811 1001-1
El S 11,.` STXTI� OF
'56" SSLE
00!,
LARGE
IMF
T
A
'Ar
RESISTANCE
11 Y 14" 27" 38" 46" 56" 68" 78" 88" 1001, 1101, 124" 91 2
3, �4 FL
6!!� '-662t].78" 100.1 -I'M 120,
NOEXXITUrvam
12' 3" 14" 27" 38" 46" 56" 68" 78-1 88" 100" 110" 122" 136" moomo, %,aftnivw
"left Cob
X,J,#' 277; 38" AIRT',. �Z.6.!!,, 100 09' .122! 132`, 14
131 311 1411 27" 38" 4611 5611 68" 78-1 8811 1001' 114" 122" 13411 148" 165 CARRIAGE CMT WINSTON-SALEM,NC 27105 VVVANARRXW
"Y MODEL eso Hzitmag(2-4 cA) im.2m
Cot" MODEL LONA SUNMTr(24 GA) 10DO, 2000
:13'6"- --311 141! :2711. wl� 68'- 1,60, 100" 122" 1341144-![ 1VIw;,,0.em PArAw SHORT.LONG,FLUSK,AND OAX SUMMIT PANELS
to 14" 271- 3811 461 56" 68" 1 nil onil 400" SRI WAS BY ILI DAIE 03AVO muc mm
DONE)BY AAE OAK 03/tai IRC-9509-180-21
ALL TRACK ATTACHMENT SPACING +/- 2- ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY SHM 3 OF 3