WS-15-1261 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-235456 Permit Number: WS-5-15-1261
Scheduled Inspection Date: July 10, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge
Inspection Type: Final
Owner: MARIA SALAZAR,JOHN SASSO Work Classification: Garage Door
Job Address: 133 NE 102 Street
Miami Shores, FL
Phone Number
Parcel Number 1132060131820
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
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
July 09,2015 For Inspections please call: (305)762-4949 Page 9 of 35
Permit nrQ. ' ll"S-546-1261
�e °R£s Miami Shores Village '"'° Pe'7;! i Typ Indowsts utters
17 10050 N.E.2nd Avenue NE
°? er '' WorkClas ificatinn:Garage Door
Miami Shores, FL 3313&0000 Permit Status:.APPF2OUEa
Phone: (305)795-2204
CORLDA "
issue oote:6/4/2015 Expiration: 12/0112015
Project Address Parcel Number Applicant
133 NE 102 Street 1132.. m�...__ JOHN s ......
060131820
I Miami Shores, FL Block: Lot: ASSO MARIA SALAZAR
Owner Information �..._ ... Address Phone Cell
JOHN SASSO MARIA SALAZAR 133 NE 102 Street
MIAMI SHORES FL 33138-
133 NE 102 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone t Valuation: $ 800.00
JULIAO GARAGE DOORS 305-826-0250
g Total Sq Feet: 56
F
Type of Work: REPLACE GARAGE DOOR Available Inspections:
No of Openings: 1 Inspection Type.-
Additional
ype:Additional Info:
Final
Classification: Residential Review Building
Scanning:3
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $0.60
Invoice# WS-5-15-55719
DBPR Fee $2.00 06/04/2015 Check#:9946 $74.60 $50.00
DCA Fee $2.00
Education Surcharge $0.20 05/27/2015 Check#:9931 $ 50.00 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $0.80
Total: $124.60
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
p 9 Y p 9 p p p 9
accepting this permit I assume responsibili for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING, M HANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certiA that all th foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Fu th ore, I au orize th bove-named contractor to do the work stated.
June 04, 2015
Authorized Signat r n / Applicant / Contractor / Agent Date
Building Depa' m nt Copy
June 04, 2015 1
Miami Shores Village MAY 7 2.6,E
Building Department '
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel: (305)795.2204 Fax: (305)756.8972
INSPECTION'S PHONE NUMBER: (305)762.4949
FBC 20 1(
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.L1j
Permit Type: BUILDING ROOFING
1
JOB ADDRESS: r N, 5 N. �- I U ,If
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: `1 - Wks -00 - 110
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:Name(Fee SimpleTitleholder): IY I r): �b �l/�� 1 �l Phone#:
\U1
Address: J ' 1 G 2 1�1- r
City: M'� Iyl.l (r� o 3 State: f 5('}F'
Tenant/Lessee Name: Phone#. 2�y
Email:
CONTRACTOR:Company Name: U\ }; ���� �{l 1 lJ�J 12_f Phone#('3�'�� U L��
Address: c,)oy M uj 54
Nl
City: l-(w i w �S State: L Zip:�,,3 �J
Qualifier Name: J U t i Phone#:
State Certification or Registration#: Certificate of Competency#: CIO ? Z
Contact Phone#:� �2A 1- 4� �J Email ddress: V ��U u(y,Jt_` R (( (G P
DESIGNER: Architect/Engineer: ne �L
Value of Work for this Permit:$ ;1 �1 Square/Linear Footage of Work: ��
Type of Work: ❑Addition ❑Alteration ❑New E Repair/Replace ❑Demolition
Description of Work: )LO U C P IV() Q� 6()
Color thru tile:
Submittal Fee$��" Permit Fee$ b • 03 CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$_ T•�6
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 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 is issued. In f absence of such posted notice, the
inspection will not be approve nd a e' pection fee will be charged. (�
Signature Signature
'�' k�,
Owner or Agen Contract r
The foregoing instrument was acknowledged before me this Q-_1 The foregoing instrume was acknowle ged before me this:��--,
day of 20 l5,by J C)Inn SSU day of 1'` 6 ,20 l S,by J-s-e-
who is personally known to me or who has produced FL who is personally known to me or who has produced
ZY VeV'S L i C;- As identification and who did take an oath. ��"e � Lc C-as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sig Sig .
Print: r 2-- Print �j Pa�ty�� `rte Z
RA
My Commission Expires: 2o.?PY°oLILY ec NotaryPublio,StateofFlonda My Commission Expires: (ONotary
LILY RAMIREZ
OFF10A 3 emission#EE206238 Public,State of FWda
SEALP mission Expires Jun.10,2016OFf My C Commision#EE206236ammisbnExfiresJun.102016%K
APPROVED BY N Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
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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 Pressure Mean Design Pressure Mean Design Pressure
Door Door Roof Door Door Roof Door Door Roof Door Door Roof
Width Hei ht Hei ht Positive Negative Width Hei ht Hei ht Positive Negative Width Hei ht Hei ht Positive Negative Width Height Height Positive Ne ative
8 7 35.6 -44.7 8 8 35.2 -44.0 8 7 43.2 -54.2 8 8 42.7 -53.4
9 7 35.3 -44.0 9 8 34.9 -43.4 9 7 42.8 -53.5 9 8 42.4 -52.6
16 7 15 33.8 41.0 16 8 15 33.4 40.4 16 7 15 41.0 -49.8 16_ 8 15 a>40.6 -49.0
18 7 33.5 -40.4 18 8 33.1 -39.7 18 7 40.6 -49.1 18 8 1 40.2 -48.2
8 7 36.1 -45.38 35.7 -44.6 8 7 43.7 -54:8' 8 8 43.2 -54.0
9 7 35.7 44.6 9 35.4 43.9 9 7 43.3 54.1 9 8 1 42.8 532
16 7 16 34.2 -41.6 1681 16 33.9 -40.9 16 7 16 41.4 -50.4 16 8 fi 41.0' -49.5>
18 7 33.9 41.0 18 33.6 -40.3 18 ?' 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
9 717 36.2 -45.2 9 8 17 35.8 -44.5 9 7 17 r 43.7 -54.6 9 8 r 17 43.3 -53.8 '
16 7 34.7 -42.1 16 8 34.3 -41.4 16 7 41.9 -50,9 16 8 41.4 -50.1
18 7 1 34.3 -41.5 1 18 8 1 34.0 -40.8 18 7 41.5 1 -50.2 18 8 41.1 49.3
8 7 37.0 -46.4 8 8 36.6 75.7 8 7 44.6 1 -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 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'>s'
16 7 35.5 43.1 16 8 35.1 -42.4 16 J 42:7 -51.9 16 8 42.3 ' 51,0
18 7 35.2 -42.5 18 8 34.8 -41.8 18 7 42.3> -51.1 18 8 41.9 -50.3
8 7 37.8 47.4 8 8 37.4 46.7 8 7 45.4 -57.0 a 8 as 8 44.9 -56.1
9 7 37.5 -46.8 9 8 37.1 -46.1 9 7 45.0 -56.2'a 9 8 44.5" '-55.3
16 7 20 -75-9 -73-6 16 8 20 35.5 -42.9 16 7 20 43.1 -52.4 a 16 r`8 20 42.6a -51.5
18 7 35.5 -43.0 18 8 35.2 -42.2 18 7 42.7 -51.6;I 18 8 42.2'a -50.7
8 7 38.2 47.9 8 8 37.8 47.2 8 7 45.8 57.5 8 8 45.3';' 56.6
9 7 37.8 -47.3 9 8 37.5 -46.5 9 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' -51.9
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 -57.9 8 8 45.7 -57.0
9 7 38.2 -47.7 9 8 37.8 -47.0 9 7 45.7 -57.1 r 9 8 45.3 -56.2
16 7 22 36.6 -44.5 16 8 22 36.2 -43.7 16 7 22 43.8 -53.3 16 8 22 43.3 -52.3-
18 7 36.3 -43.8 18 8 35.9 -43.1 18 7 43.4 -52.5 18 8 42.9 -51.6
8 7 38.9 -48.9 8 8 38.5 -48.1 8 7 46.5 -58,4 8 8 46.0 -57.5
9 7 38.6 -48.2 9 8 38.2 -47.4 9 7 46.1 -57.6;r 9 8 45.6 -56.7
16 7 23K377.3
-44.9 16 8 23 36.6 -44.2 16 7 23 44.1 -53.7( 16 8 23 43.7 -52.8
18 7 -44.2 18 8 36.2 -43.5 18 7 43.7 -52.9 18 8 43.3';' -52.0
8 7 -49.3 8 8 38.9 -48.5 8 7 46.8 -58.8 8 8 46.4 -57.9
9 7 24 -48.6 9 8 24 38.5 -47.9 9 7 24 46.4 x -58.0 9 8 24 46.0 -57.1
16 7 -45.3 16 8 36.9 -44.6 16 7 44.5 -54.1 16 8 44.0 -53.1
18 7 -44.6 18 8 36.6 43.9 18 7 44.1 a -53.3 18 8 43.6 -52.3
8 7 -49.7 8 8 39.2 -49.0 8 7 47.2 -59.2 gi
8 J 46.7 -58.3
9 7 -49.0 9 8 38.9 -48.3 9 7 46.8 I' -58.4 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 8 25 44.3 53.5''
18 7 37.3 45.0 18 8 36.9 44.3 18 7 44.4 -53.6 8 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 ^^ *�:•"'"•'+.+• �^
calculations will result in lower pressures. r•* SHC•++ N
6) For mean roof heights less than 15',use 15'pressures. o N ++ +,+ o z
7) This Table is only to be used in conjunction with Amarr Garage Doors. u ; �•+`" +•++ • o
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165 Carriage Court•Winston-Salem,North Carolina 27105
Phone(336)744-5100•Fax(336)744-5815 v o i R o a
www amarr corn °''Z STATE OF '
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M IAM I-DADE MIAA-11-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.Qov/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 I through 3 of 3,dated
03/14/2003,with revision B dated 10/13/2011,prepared by Atnaff 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 performance 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
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 and renews NOA It 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•DADE COUNTY
Expiration Date:September 4,2018
�
' �'� f l� Approval Date:August 8,2013
Page 1
Arnarr 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 lthrough 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. Shelmerd ne,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 conformance 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.
'", 1]--3/ �Wt?r
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)I/4'x 1/2' 14GA DURASAFE
BOLT 6 NUT PER BRACKET CENTER HINGE ATTACHED 3 GA FLAG BRACKET ATTACHED TO VDD➢
O V/(A 1/4'x 3/4' JAMB
HEX READ SCREWS TR C3)5/l( DIA' 1-5/8•LAG ACK S AND TO
2•THICK 2 GA COMMERCIAL TRACK V/(4)1/4'-20 x 5/8 TRACK SPLICE
TOP FIXTURE ATTACHED W/ BOLTS AND NUTS
U)1/4'x 3/4'HEX HEAD SCREWS
3 5/8.22GA.R-TRUSS ATTACHED ADJUSTABLE SLIDE BRACKET ATTACHED
12 GA GALV.COMMERCIAL V/(2)1/4'x 3/4' V/(2)1/4'x 1/2'BOLT AND NUTS
TOP ROLLER BRACKET HEX HEAD SCREWS AT 24 OA 14N EXTERIOR SKIN
ATTACHED V/(4)1/4'x EACH CENTER STILE wAAKED ON POLYESTER FINISH
3/4'HEX HEAD SCREWS 2'10 BALL STEEL
PER BRACKET 5'MIN STEM ROLLER SPUCE TRACKS AT THIS LOCATION
/({) 0 TRACK SPACE BOLTS&NUTS
TYPICAL.TOP FIXTURES ' ` _ • VCCIIBE JAMB NEIN(3)5/16'DIA.a 1-5/0'
N.T.S. 1///
SEE(TABLE 2)ON PAGE 3 FDR 5 (SPLICE)
RECOMMENDED SECTION CONFIG'JRATIC( _ /� TYPICAL DURASAFE CENTER HINGE/ , ` (t)5/Is'CIA.x 1-5/e'
�A N.T.S. L LAC BOLT ATTACHED TO JAMB
AT EA.JAMB BRACKET
R-3 5/e' RGA
R-TRUSS PER SECTION
1 12 GA GALV.STEEL
I (THROIIGl9 ATTACBRACKEKED W1(1)1/4'-20
(TOP) N TRACK SPLICE BOLT&NUT
STILE STIFFENERS(3)
LOCATED IN HINGE HOLES)
2 3 D DN TDP SECTION ONLY F
I I THROUGH OLES FOR STRUT 14 GMINGE E
H TTACHMENT(IF STRUT
S REOILMED)
D
6 4 G (00
C B
I
JSEE: TABLE 3)DN PAGE 3
B FOR JAMB BRACKET SPACING
TRACK CONFIGURATION FOTO 6'6"UP TO 14'TALL DOORS
Ad A 3 5/8'H X 22 GA (3 5/8'
STILE TYPICAL STILE STIFFENER/ \ R-TRUSS)GALV,STEEL R-TRUSS
N.T.S. ATTACHED V/f4>1/4'x 3/4'
LOCATION SEE TABLE 404 PAGE 3 A SEE(TABLE 1)DN PAGE 3 �`)J HEX HEAD SCREWS AT EACH END
FOR STILE PLACEMENT FOR STRUT SPACING STILE AND(2)1/4'x 3/4'HEX
HEAD SCREWS AT EACH CENTER
9'-0'MAX STILE
INSIDE ELEVATION
N.T.S.
ADJUSTABLE SLIDE BRACKET 14 GA DURASAFE D 2'20GA STRUT AT
ATTACHEDV/(2)1/4-20 z EN➢HINGE ATTACHED BOTTOM PANEL
5/8'TRACKRACKBOLTS AND MIT V/<2)1/4'x 3/4'
HEX HEAD SCREWS
14 GA DURASAFE AJJSTABLE CONT.STEEL RETAINER 123' HT(RP1101 HIEN9O8 DATE BY
ROLLER CARRIERS ATTACHED i0 VEN S ROWS OF THREE HE V/BOTTOM SEAL
3 5/8'22GA R-TRUSS V/<2) EGA DURASAFE VENiS EDHALT 15 S0.INCHES �6� 'R• A /FRA"IO=fRZMl$KbkPG7lOJD O3"'ll-p8 4fM
I/4'X 3/4'HEX HEAD SCREW ROLLER CARRIERS ATTACHED _IL
TO ENO STILE W/(3)1/4'x 3/4'
HEX HEAD SCREWS PER CARRIEROT SECTION A—A (SIDE VIEW) 9 UHAEDlDFM= 10(1311 CHC
N.T.S.
2'10 HALL STEEL 9p x 114E m� ,c\ SHE( �es� a,
3 5/B'22GA = 9'LONG STEN ROLLER DESIGN LOAD ' \O,�QS � N
R-TRUST - OPTIONAL_VENT DETAIL S „(� o
SLIDE LUCK ENGAGES INTO VERTICAL +51.1 PSF
ATTACHED 4' U) TRACK ON BOTH SIDES 5/9'HIN N.T.S. 6 i )
1/4' 3/4'HEX ENGAGEMENT(SNAP LATCH,OR LOCK -60,3 PSF J4 .�01�: •IVU DD4 oC
HEAD SCREWS BAR DPTI0.NAU ATTACH V/(2)1/4'z LARGE M I S S L E LL
3/4'HEX HEAD SCREWS
IMPACT RESISTANTS
TYPICAL DURASAFE END HINGE-(3)
STATE OF
E
N.T.S. LARGE NIBBLEa•�
5/16'x 1 5/8'LAG 2.20GA STRUTIMPACT ,C
STgP MOUIDINC 2p GA.GALV.STEEL END STILE SCREW(D PER ATTACHED V/ E !, S \\ 23
3 3/4'MIN. 1V/FLEXIBLE SEAL AO
WITH(7)TOG-L-L JAMS BRACKET (2)1/4'X 3/4' RESISTANCE E 4'SI (U^1a�C\\
-'I SIBERDOM (� (TUPPl1FA BY INSTALLER) TO DOORS SHIN AND C2) fE%HEAD SCREWS '��BBB11V1111B1061 ��
(3)20 GA CENTER STILES TOG-L-LOC AT THE TOP AND AT END AND CENTER €N FL
ATTACHED WITH(2) BOTTOM RAIL STILES
TOG-L-LOC AT THE TOP MIO\ (1)7/18'DIA PROWCT IIF.VL4ED
BOTTOM RAIL AND ADHESIVE B0.i RETAINER B dw
TO INTERIOR FACE PER RIXLER O�Y tdhq O& rtria li
D FAo-ptmMK ND So oGr,
�e�
BOTTOM BRACKET 8M('iTBiK10 (3 165 CARRIAGE COURT VINSTOH-SALEM,NL. 27105 WVNN CUM
' 2'10 BALL STEEL l3 GA ATTACHED MODEL 950 HERITAGE(24 GA) 1000,2000
S'MIN STEN ROLLER V/(3)l/4'X 3/4' 1�' MODEL 865 OAK SUMMIT(24 CA) 1000, 2000
HEX HEAD SCREWS M P^ CO° SHORT, LANG,FLUSH,AND OAK SUMMIT PANELS
5/8'H X 22 GA 2'GALV.STEEL TRACK
(U 1/4-20 x 5/8'TRACK (3 5/8'R-TRUSS) IRAQ(THICKNESS.OB3' SZE DRAM BY OlJ OAF
03/upORATIBiC NIA@EB
SPLICE BOLT AND MR PER CONT.VERTICAL J / ,1 AMS 2 TYPICAL BOTTOM BRACKETWED®BY AAE OAH 03(X/0.1 IRC-9509-180-21
JAMB BRACKET SYP OR SPF N.T.S. B
TRACK MOUNTING DETAIL (NO.2 OR BETTER) $FLT I OF 3
[PF.IFI CATIONS AND NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
+230.0 LBS/FT & -271.4 LBS/FT INTERIOR OF GARAGE
3. DOOR AND HARDWARE WILL HE DESIGNED,MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. MAX.WIDTH 9'0'
4. DOOR SECTIONS SHALL BE 24 GA. (.0218)MIN.EXTERIOR SKIN
ROLLED FORMED, W/BAKED ON POLYESTER FINISH
5. DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN.
USE(1)3 5/8"R-TRUSS PER SECTION DESIGN LOADS
6. DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 +230.0 LBS/FT SEE NOTE 2
ON PACE 3 -271.4 LBS/FT
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
8. THIS APPROVAL REWIRES THE MANUFACTURER TO DO TESTING OF ALL
COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE.
I A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE
TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB
SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A
YEAR,THE MANUFACTURER SHALL MAIL TO THIS OFFICE:A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM
COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH PYtOMK.7 itEVLlW
OF 32,DOO PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE rAoo9r4yiyti68mP&tids
COUNTY UNDER THIS NOTICE OF ACCEPTANCE, m2f
WOOD JAMB ATTACHMENT TO STRUCTURE In oEmwrCR(FRLIIM x411 Br
P X 6 VERTICAL JAMB ATTACHMENT TO WOOD FRAME STRUCTURE A fliRM101A3T11 FB,IDHI i$ROlOH)88-11-(8901
5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 20'D.C.(1 1/2'EMBEDMENT) B U011D 10 FOG 3X0 10/13/11 URC
P X 6 VERTICAL JAMB ATTACHMENT TO 2,009 Pcl CONCRETE
HILTI KWIK BOLT 3/8'X 4'STARTING 6'FROM ENDS THEN 24.O.C.(2 1/2'EMBEDMENT) \\1\ IAEA
1111111 .�o
HILT]SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN IB'O.C.U 1/4'EMBEDMENT) MAX SIZE
1 ITV/RAMSET REDHEAD(TRU-BOLT)3/8' X 4'STARTING 6'FROM ENDS THEN 24'D.C.(2 1/2'EMBEDMENT) B'x 14'
R X 6 VERTICAL JAMB ATTACHMENT TO HOLLOW C-90 BLOCK DESIGN LOAD P
SIMPSON 1/4' X 3'TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS +51.1 PSF $$ a`'o Off.•�VCENSF 90 6
0'APART)AT 8'D.C.O 1/2'EMBEDMENT -BO.J PSF
f oo��.• Z`�� OO
K'LL
H[LTI l/4'X 2-3/4'KWIK-CON [I+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF dLL 04 Cn$o g
FASTENERS(3'APART)AT 8O.C.CI 1/4'EMBEDMENT)
2 X A VERTICAL JAMB ATTACHMENT TO GROUTED -90 B❑K(2000 PSI GROUT) dQ
HILT[ SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 22'O.C.(1 1/4' -2 a•' a
jzi
L EMBEDMENT)(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK)
LARGE M195LE u-r'
•LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE, IMPACT r'R -xio`�•••;C(O TQQ:•C1Qo T
o
•PREPARATION DF WOOD JAMES BY 13THERS RESISTANCE ,�C O,�S1 �• CJ�o
o WOOD CONCRETE HOLLOW BLOCK °« T4RiREl lutea, N
_ GROUTED HLOC
STRUCTURE STRUCTURE STRUCTURE STRUCTURE �
M[N 2-3� 1-1/2'MIN 4' 165
MODEL E50 HERITAGE(24 GA) 1000, 2000��
2%6 JAMB HODBL 865 OAR 9U►!A[IT(24 CA) 1000.2000
TYP. 3'MIN SHORT,LANG, PLUSH,AND OAK SUMMIT PANELS
AVAILABLE TRACK CONFIGURATIONS SII MAVi BY OU I UAIE 03/12/07 ORAMOM R7Y8EA
N.T.S. B DEI®BY A41 CAR 03/14/07 IRC-9509-180-21
W 2 OF 3
TABLE 1 TABLE 2 TABLE 4
DOOR STRUT SPACING(BASED ON RECOMMENDED DOOR SECTION HEIGHTS Section Center from Left En
HEIGHT SECTION CONFIGURATION) TOP HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 - Panel Type (Measured from Left Edge)
A B C D E F G H T Width- 1st 2st 3rd
14'0" 21 21' 21" 21" 21" 21." 21" 21:" (ft) (in) (in) (in)
6'6 5 1/2 :16" 34 52' 70 1/_2. 13'6" 21" 21" 21" 21" 21" 18" 18" 21" 6'o Short 24.812- 48.000 71:188•
7' 5 1/2" 16 37" 58' 76 1/2" 12'6'' 21" g" 31" 18" :-18" 18'-` 18" 21" 8'0 Long 24.000 48.000 72.000
11 8" 18" 18" 18" 18' 21'
T 6" 51112 :.13 .31 49 67" 821/2" 810 Bead 24.625 48.000 71.375
8' 5 1/2" 16" 34 52' 70" 88 1/2" „ „ 8'2 Short 24.316 49.000 . 73.684
8'6" 5 112" '16" 37':' 58" 76" 94 1/2 12'0"- , 21" 21" 21' 21" 21 18. 21: 92 Long 24.500 49.000 73.500
9' 5 1/2" 13" 31" 49" 67" 85" 100 1/2" 11'6" 21" 21" 21" 18" 18" 18" 21" 9'2 Bead 25.125 49.000 72.875
9'611 5 U2" 16" 34 52" 70" 88" 106.112 21" 18" 18" 18" 18" 18" 21" 6'4 - Short 24.560 50.000 75,420
10' 5 1/2" 16" 37" 58" 76" 94" 112 1/2" 10'6" 21" 21° 21° 21" 21" 21" 8';4 Long 25.000 50.000 75.000
10'6"': 51/2" 16" 37 58 :79" 100" 118 x172'' 10`0"; 21" '21" 21" 18" :18" 21" e'4 Bead 25.625 50.000 74.375
11' 5 1/2" 16" 34" 52" 70" 88" 106" 1241/2" 9'6" 21" 18" 18" 18" 18" 21" 8'6 Short :`. 26,029; 51:000 75:971
816 Long 25.500 51.000 76.500
11'611 5 112" 16" 37 58" :76" 94" 112" 130 1/2" 9'0"' 18" :18" 18" 18" 18" .18" 8",6 Bead 26.125 51.000 75.875
12' 5 112" 16" 37" 58" 79" 100" 118" 136 1/2" 8'6" 21" 21" 21" 18" 21" 8'8 Short 26.659: 52.000 77341
12'6" 51/2" ;16" 34" 52" 70" 88"11 06" 124-_11 112" $!0" 21" '18" 1$" 18" `21" 98 Long 26.000 52.000 78.000
13' 5 1/2" 16" 37" 58" 76" 94" 112" 130" 148 1/2" 7'6" 18" 18" 18" 18" 18" 8'8 Bead 26.625 52.000 77.375
13'6" S 112" 18" 37" 56 79" 100" 198" 136" 154129. 8 10 shod 27.034'; 53:000 78966"
7'0" 21" `21" 21" 2,1 8'110 Long 26.500 53.000 79.500
14' 511/2"1 16" 37" 58" 79" 100" 121" 142" 160 1 6'6" 21" .18" 18" 21" 8'10 Bead 27.125 53.000 78.875
TABLE 3 9'o Shod z7.59s= 54;000 so:aoa
DOOR TRACK ATTACHMENT SPLICE 9'''0 Long 27.000 54.000 81.000
9,0 Bead 27.625 54.000 80.375
HEIGHT A B C D E F G H I J K L M N S
6161' 3rl'' 14" 27" 38" 46"< 5611 '641, 70"
7 Y 14" 27" 38" 46 56" .:68" 761
F1Y OFSpdPIKN OF REH4CN5 DALE BY
T 6" 3" '14'.'12T' 38r1 4611 56" 68"" 7 81' 82„ , -
U A rFFRAA101 W 2p7 IBG 108.BS&FGT AnID 06-11-16 S(II
81 311 1411 2711 38x1 46" 56x1 .6811 7811 8811
B 1rD1ID1DIECW0 Nl/Ir/II [AC
MAXSIZE m w
8-
6" 31r.:_. ,14" 27" 361 •46": 56" -68" 78'. $$'" ' `-9411 6�x,4� � ♦♦�.�4`�°SHFt
r.. 11 11 11 11r4611
11 11 11 r1 11 DESIGN LOAD �' ♦♦O S,5�....• '%(` I,,
9 3 14 27 38 56 68 78 88 100 +51.1 PSF E
9'6" 3" 14" 27:' 38" 56" 68" 78:' $8" 98" 106"- -BD.a PSF ati m�: 2 eP
LL ate: N 9
0 004857
1 11 11 11 Ir II II 11 11 11 rl i w
10 3 14 27 38 56 68 78 88 100 112 0 V. * '*
v: / a2
10'6" 3" 14" 27" 38" 56" 68" 7$" 88" 100" 110" 118" LARGE MISSILE E,R "� STATE OF w 2
I n u D _.nnnnnu " a IMPACT 1� O� II
11 3 14 27 38 56 68 78 88 100 110 1241 RESISTANCE 14 BSB`l96".
11':6" 3" 14" 271i:1.13811: 46": 56" .68" 78." $$" '100" 1:10" 12Q" 130 �" FL
12' 3" 14" 27" 38" FAV
56" 68" 78" 88" 100" 110" 122" 136" "�
n Irolrl�rla..ru Yrlt Eta.
12'6" 3" 14" 27" .38" 56" 6$" 78" 88" 100" 109" 122" 132" 142" 13-0-TO .46 r'
-
13' 3" 14" 27" 38" 5611 68" 78" 88" 100" 114" 122" 134" 148" p 6°CARRIAGE,. VINSTDN-SA EM,NC 211D5 WYAMAiA.CON
HODBL 060 HBRITAGB(24 GA) 1000.2000
3" 14" 27" 38" 56" 68" 7$" 8$ 100" 1090DO. 2000
" 122" 134" 144" 154" M °rad"�°"Y0' sao ,°Lose°,Haan AxDMIT 2oAB s`fnsrr PANBLS
14' 3" 14" 27" 38" 5611 6811 7811188" ,100" 114" 122" 134" 146" 160" gff mAw BY OD DAk o3/7/lll azA4wc AUVPEA
B GEaaDer AAE DAA o3/u/aT IRC-9509-180-21
ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY ArFLr 3 0r 3