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WS-13-213Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 186048 Permit Number: WS -2 -13 -213 Scheduled Inspection Date: February 27, 2013 Inspector: Bruhn, Norman Owner: MILVERTON, SYLVIE Job Address: 79 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA GARAGE DOOR INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060130130 Phone: (305)888 -3311 Building Department Comments REPLACE GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Passed oirjoz.)7774, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 185176. See detail 3 for end stile attachment. NB February 26, 2013 For Inspections please calf: (305)762 -4949 Page 15 of 25 FEB -6 -2013 08:59 FROM: TO:3057568972 P.1 A D' CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). CONTACT NATAL) NAVARRO NAME: I DATE (MMIDDIYYYY) 02/06/2013 PRODUCER Insuring You LLC 8275 W 12TH AVE STE 203 HIALEAH FL 33014 -3584 INSURED DARIXA FLORIDA GARAGE DOOR. INC 1012 E 17TH ST HIALEAH COVERAGES FL 33010 -3318 PHONE (305) 953 -3705 ADDRE33;£1 nataii.navarro)gmail.com INSURER(S) AFFORDING COVERAGE INSURERA : Maxum INSURER e • INSURER C • INSURER D Indemnity Company FAX ND , (305) 953 -3707 NAIC INSURER E : INSURER F : • THIS INDICATED. CERTIFICATE EXCLUSIONS GJT R nGr I.i1V1• 1YV1VICFr... IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE MAIL INSR BURR WVD POLICY NUMBER BDG0070604 -01 POLICY EPP JMM /DarfYYLOIMIOD 11/15/2012 POLICY EXP /YYYY) 11/15/2013 LIMITS EACH OCCURRENCE $ 1,000,000 A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY DAMAGE�rO RENTED PREMISES (Ea occurrence) $ 100,000 � CLAIMS -MADE 4 - OCCUR . MED EXP (Any one person) S 5.000 PERSONAL 6ADVINJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: � ` I POLICY n JECT LOC PRO- PRODUCTS - COMP /OPAGG S 2,000,000 $ AUTOMOBILE r` — LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) 5 BODILY INJURY (Per parson) 5 BODILY INJURY (Per accident) $ PROPERTY-DAMAGE (Par accident) S S i UMBRELLA LIAR EXCESS UAB i OCCUR CLAIMS -MADE EACH OCCURRENCE S AGGREGATE 5 DED I 1 RETENT ON S S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y f N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yea, describe under DESCRIPTION OF OPERATIONS below N / A I WC STATU- I OTH- TORY LIMITS I ER E,L. EACH ACCIDENT 5 E.L. DISEASE • EA EMPLOYEE $ E.L. DISEASE • POLICY LIMIT S DESCRIPTION OF OPERATIONS / LOCATIONS ;VEHICLES (Attach ACORD 101, Additional Remarks Scneduls, If more space Is required) Garage door installation, Inc CERTIFICATE HOLDER CANCELLATION Miami Shore Village 10050 NE 2 AVENUE Miami Shore, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRES Natali Nay ACORD 25 (2010105) r CI 1988 -20 ORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village 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 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: --16i jJ C 1 ( 5 City: Folio/Parcel #: FEB 0 5 2013 OSL FBC 20 t Permit No. Master Permit No. ROOFING Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: `{. OWNER: Name (Fee Simple Titleholder): I L' ��-- v�TJ,v Phone #: �� _ v / �� \ Address: 1 9 N 9 151- ° City: li (AM t SKrafZ.G State: F t` Zip: 3 J 38 Gyt_./ i E DA4 Mtn VEQ cok) 3,;:y- � 3 690 M� k.0,m Qir1 c. 4l 4.4) t'1 r� 9 CONTRACTOR: Company Name: �! % O►� ( Q (, D 0 r/"' Phone# ) 'd � V7 3 L( Address: '' —1 C LA-) Tenant/Lessee Name: Email: Phone #: City: I-�' "� (-ea 1,, State: Zip:5 30 Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: `1 65 ®ri Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: J r r, t Value of Work for this Permit: $ ����• 0 0 Square/Linear Foota e of Work: /� "/ Type of Work: ❑Addition ❑Alteration ❑ ew it /Replace ❑Demolition rc .1a c 9vV2 P � Description of Work: Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee ( 7� Permit Fee $ /70 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 the absen, of such posted notice, the inspection will n h approved and a, )Zspection fee will be charged. ra /✓/ Sign The foregoing inst day of (2 1.- who is personally kno y o. _ .I.. r 41014i04169Mittd As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: kue. My Commission Notary Public Mate of Florida Daritza Cant My Commission DD997669 Expires 06/02/201a * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Signature The fore day of who is personal Contractor oing instrument was acknowledged before me this (kA 01, 20 a3 by t I ' � Lite2 nown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ************************** * * * * * * * * * * * * * *:k * * * * * * * * * * * * * ** Plans Examiner Zoning Structural Review Clerk (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) 1. Client 2. Project Naive 3. Project Address AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7 -10, FBC 2010 EDITION (Based on data supplied by client) Florida Garage Door Damian Milverton 79 NE 91ST Miami Shores Fl 33138 CITY STATE ZIP 4. County ; Dade 5. Building Height : 13 FT. 6. Building Dimensions : Length FT. Width FT. 7. Building Roof Slope ❑ Flat ® Slope ( See Figure 1 below) 8. Risk Category ❑ I ®II ❑ III & IV Ac \2 -V7)-71 fE6 2013 CITY COPY Risk category 'I' applies for non essential buildings. e.g. storage facilities etc. Risk category 'II' applies_ for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 'III & IV' applies for essential buildings. e.g. schools, hospitals, police stations, fire stations etc. 9. Attach floor plan with shutter/ window, sizes and types. (Note: If maximum load used f o r all openings, floor plan is- e -�' eq)` Snores Village Client Representative Figure 1: Flat roof Sloped roof 1 A,PPF:t0w D ZONING DEP BLDG DEPT S jai ECT I 0 CC,NIP1.V'NCE W.F1-1 ALL FEDERAL r.lti r HLLF JtAT 0NS _DEC 2 i 2012 JAVAD AHMAD, P.E. - FL # 70592 EB C.A.N. 43538 1235 SW 87th Avenue I Miami, Fl 33174 I T: 305.264.8100 I F: 305.262.6978 1 www.afceng.com I alfaroog@afceng.com Florida Garage Door Coefficient Kh 1.03 Damian Milverton Wind Speed (mph) Importance Factor Exposure Category Risk Category 175 1.00 D 2 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z [qz] (ib /ft "2) 68.64 Coefficient Kz 1.03 Mean Roof Height [h] (ft) 13.00 Height Above Gnd. Level [z] (ft) 13.00 Horizontal Dimen. of Bldg. (ft) 102.00 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kd 0.85 Velocity Pressure Evaluated @h [qhJ (lb /ft "2) 68.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures (lb /ft^2) Mark Comp Type W (in) H (in) S (in) A ft ^2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone GD Garage Door 108.00 27.00 0.92 0.92 -1.02 -1.25 0.18 -0.18 45.5 -49.6 45.5_ -5-6797> Z5 A3 N A :4# 12 - OZLSF12 >lil`L(C3 5),,\ "*P3 Oki./ a F 7 5S:3 0 )61/ ASCE 7 -10 WIND LOADS ON COMPONENTS AND CLADDING : AL- FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL :305- 264 -8100 Engineers Seal Engineers Name And Signature Design Date Design Reference Number 12/20/2012 11:47:50 AM <\ r wsv9 7)olic9=, kriv_ 9` ti q) Li" 00 ec skit add q s) Oom apti )1-4 ry RIC 12-1(oLk 7J r‘-j gOrdered By: 2 ..,1170 fLyV S.MIF f'! A7e 11-0?7N.1 to ta.ke 77 r• 7. 19#tvkaii 411) at yot4P Ph:oil:14o Mutt Eabsta Acceptec By: .IV7d J3d ,j,,, Or=„ I NE SAID SI NE par r,F St PF2Fid Uyi 07.3 NE 77.3 37 BIVB EDI, El Its.: 770t plp 49.4 .A.,* DV! ,10772 GOOFX, Mop 1sta C2012 ditxPe \c\i■-13' ■ (r) 80' 0 00 ,6fr '6Z 1 3„0 1, ZO.00N (s: SW3,4 te 8.0' 48.30' 111111111111011.1.0111111111 11 1 0 1 agarligili 3' (.\ > '7n 86.30 0; >-. =-1 CtvCC-) 7.40' •-•--*`‹ 1a1 1,i l i /.61 1 llo rpmfam. 11111 I 1,1.I ) 6.30: -..1 o ti 8.20' 38.40 every opporturnity possilaVe to tha vut- arnazing: clients for their support,„, Thank You!!! 67.70' 714'k(.) 0C9 7, Proper 4 4ddress OP 67j 3„0 1, 00.00A1 ,Or0 NOTES: NO NOTES .00•r REPRESENT/Vim OF A sURWOREPAAWIFFIDER MY DIRECTION. THIS COMPLIES VATH THE MINPAUFA TECHNICAL SI ANDARTDESR A SET FORTH BTHE‘STE OF FLORIDA BOARD OF PROFESSIONAL LAII0 SURVEYOR 17-6. FIRER ADMINISVATIVE CODE PURSUANT 30 472.027. FLORIDA STATUTES. SIG ED FOR THE FIRM MIL _'EL SON, SA STA 'E OF F.,' RIDAP“'m, P.S.M. No. 5101 LN!OT VALID VAT -10 UT DVLAEC /AT,,zRA1THNTC=07cTRoNin AEAoINZVOT VALID NATHOTIN t TU,,=,LEI.7LICEN sED L AND,OR SURVEYOR Survey: A-32369 Client File #: 12-0370 MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 SW 190TH Street Suite 3110 MIAMI, FL 33157 PHONE:(305) 740-3319 FAX #:(305) 669-3190 LB # 6463 Page 1 of 2 Not valid without all pages. 13 CA. OALV. COMMERCIAL TOP ROLLER BRACKET ATTACHED V/(4) 1/4' x 3/9' HEX HEAD SCREVS PER BRACKET ADJUSTABLE ROLLER CARRIER ATTACHED V/ (2) 1/4' x I/O' BOLT L NUT PER BRACKET 3 5/8' 02GA R -TRUSS ATTACHED W (2) 1/4' x 8/8' HEX HEAD =REVS AT EACH CENTER STILE 8' 10 BALI STEEL 5' STEM ROLLER TYPICAL TOP FIXTURES N.T.S. SEE (TABLE 2) ON PAGE 2 FOR RECOMMENDED SECTION CONFIGURATION 140A.'DURASAFE CENTER SINGE ATTACHED V/ <4) 1 /4'x 0/8' HEX HEAD SCREWS TYPICAL DURASAFE CENTER HINGE, N.T.11 Z C STILE LOCATION ADJUSTABLE SLIDE BRACKET ATTACHED V /<2) 1/4 -20 x 3 /8' TRACK BOLTS AND NUT 14 IA DURASAFE AJUSTABLE ROLLER CARRIERS ATTACHED TO 3 5/8' 0201 R-TRUSS 1//(2) 1/4 X 3/8 NEX HEAD SCR 3 5/0' 22GA R -TRUSS ATTACHED V/ (4) 1/4' x 5/8' HEX HERD SCREWS �3 '4' MIN OI S EROI SEE TABLE 4 ON PAGE 3 FOR STILE PLACEMENT 9 -0 INX INSIDE ELEVATION N.T.& TYPICAL DURASAFE END HINGE 14 GA. DURASAFE END 14NGE ATTACHED V/ (2) 1/4' x 5/8' HEX HEAD SCREWS N.T.S. 117iPFLEXIBLE SAL (SUPPLIED BY INSTALLER) (3) 20 6A CENTER STILES ATTACHED WITH (2) TOG -L -LOO AT THE TOP AND DOTTOH RAIL AND ADHESIVE TO INTERIOR FACE 4GA. DURASAFE R0.1ER CARRIERS ATTACHED TO END S7AE V/ (3) 1/4' 11 5/8' HER HEAD SCREWS PER CARRIER cm' _SEE TABLE 1 ON PAGE 2 FOR STRUT SPACING 2' 10 BALL STEEL 9' LONG STEM ROLLER SLIDE LaK ENGAGES INTO VERTICAL TRACK ON BOTH SIDES 3/8' MN ENGAGEMENT (SNAP LATCH OR LOCK BAR OPTIONAL) ATTACH W(0) 1/4' x 3/4'1EX HEAD SCREWS 20 GA OALV. STEEL END STILE ATTACHED WITH m 70G -1-1.0 TO DODO SKIN AND (2) TOG-L-LOC AT THE TOP AND BOTTOM RAIL (1) 7/10' OA P4 RETAINER 2' THICK 24 OA. MIN EXTERIOR SIGN T./BAKER ON POLYESTER FINISH\ STOLE STIFFENERS CI LOCATED IN HINGE *0LE(2) ON TOP SECTION ONLY HOLES FOR STRUT ATTACHMENT OF STRUT IS RECCU ED) 0 TYPICAL STILE STIFFENER() N.T.S. 5/16' x 1 5/8' LAD 2' 206*. STRUT SCREV O) PER ATTACHED V JAR) BRACKET (2) I/4' X 5/8' HEX HEAD SCREWS AT ENO AND CENTER 5/e'H X e8 GA (1) 1/4-20 x 5/8'TRACK (3 9/11' R- TRUSS) SPUCE BRA N T NUT PER JANL TRACEOALM STEEL TRACK THICKNESS .083' CONE AER1ICAL JAN8 ipF pF TRACK MOUNTING DFTAII sYP (1R ER) (Na 2 OR BETTER) N.T.S. 3 GA Cd6ERCIAL TOP FIXTURE ATTACHED V/ W(2) 1/4' x vr BOLT AND NUTS 7A;()r- 3 GA FLAG BRACKET ATTACHED TO WOOD JAMB V/ (3) 5/16 D1A. X 1 -5/0' LAG BOLTS AND TO TRACK V/ (4) I/4' -20 x 5/0 TRACK SPLICE BOLTS AND NUTS (4) 1/4' x 5/8' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED ) R -TRUSS PER SECTION END HINGE 14 GA. (SPLICE) SPLICE TRACKS AT THIS LOCATION w/ (4) 1/4' -20 TRACK SPLICE BOLTS & NUTS SECURE TO JAMB NAM (3) 3/10' CA. x 1 -5/8' LAO 801.25 (1) 5/10. OIA. x 1 -5/8' LAO BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET THROUGH) 3 5/8'H X e2 GA. <3 5/8' R- TRUSS) GALV. STEEL R -TRUSS ATTACHED V/ (4) 1/4' x 6/8' NEX READ SCREWS AT EACH END STILE AND (2) 1/4' x 5/8' HEX HEAD SCREWS AT EACH CENTER STILE 1) STRUT AT BOTTOM PANEL CONT. STEEL RETAINER V/ BOTTOM SEAL SECTION A —A (SIDE VIEW/) N.T.S. 12 OA. OALY. STEEL ATTTTACHEDDWW /T(1) 1/4' -20 TRACK SPLICE BOLT 8 NUT SEE (TABLE 3) ON PAGE 2 FOR JAMB BRACKET SPACING TRACK CONF1OURAAON FOR 6'6' UP TO 14' TALL DOORS OWNS OF ROOMS 001E 8T A M1AND01 A TOM 10S 08 &NZ MUD 08 -11-8 SKR f LARGE N I SSLE IMPACT RESISTANT 2' 10 BALL STEEL 5' STEN ROLLER BOTTOM BRACKET 13 GA ATTACHED V/(3) 1/4' X 5/8' RED HEAD SCREWS TYPICAL BOTTOM BRACKET® 1LTS PROD JC T*EVLss0 BdId8e84aR AepegUnes .iii: rr • t3 MAX SIZE 9'x14' DESIGN LOAD +51.1 PSF -60.3 PSF 10/U/0 LARGE MISSLE IMPACT RESISTANCE 165 CARRIAGE COURT VIMSTON-SKEIN, MC. 27105 VVVAMARA.COI YODEL 050 HSRITAGS (24 (BA) 1000, 2000 YODEL 065 DAK SUMMIT (84 OA) 1000, 2000 SHORT. LANG, FLUSH, AND OAK SUMMIT PANELS OD: B YAMS BY (2) 001E COMM CODED 91 AE PAN 03/)4/05 GRAMS 9,4901 IRC- 9509 - 160-21 DICIER DONNAS L WOW PL IR. NA M010440 HET 1 OF 3 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miam idade.eov /pera/ Amarr Garage Doors. 165 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 PERA - 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. PERA 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 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 lthrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr 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 NOA # 09- 0604.03 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. MIAMI•DADE COUNTY APPROVED NOA No 12- 0228.12 Expiration Date: September 4, 2013 Approval Date: May 3, 2012 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 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. 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 # A7420.01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12- 0228.09" "Submitted under NOA # 08- 0718.01" 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 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 # 03-0502.01" 4. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM -297, dated 04/09/2003, signed by Robert Kelly. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) 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 04/18/2012, signed and sealed by Tomas L. S ,� lmerdine, P.E. ' %s°.1472.6112. Carlos M. Utrera, P.E. Product Control Examiner NOA No 12- 0228.12 Expiration Date: September 4, 2013 Approval Date: May 3, 2012 E -1 13 GA GALV. COMMERCIAL TOP ROLLER BRACKET ATTACHED V /(4) I /4' x 5/8' HEX HEAD SCREWS PER BRACKET ADJUSTABLE ROLLER CARRIER ATTACHED V/ (2) 1/4' x 1/2' BOLT L NUT PER BRACKET 3 5/8' 2264. R -TRUSS ATTACHED V/ (2) 1/4' x 5/8' HEX READ SCREWS AT EACH CENTER STILE 2. 10 BALL STEEL 5' STEM ROLLER TYPICAL TOP FIXTURES N.T.S. _ SEE (TABLE 2) ON PAGE 2' FOR RECOMMENDED SECTION CONFIGURATION STILE LO)AT109 142A. 'DURASAFE CENTER HINGE ATTACHED V/ <4) I/4' x 5/8' HEX HEAD SCREWS TYPICAL DURASAFE CENTER HINGE° N.T.S. THROUGH lag i YI87�:888888\�� D �, S AlQ 71 1 A T <TOP) ADJUSTABLE SLIDE BRACKET ATTACHED V /(2) 1/4 -20 x 5/8' TRACK BOLTS AND NUT 14 GA DURASAFE AJUSTABLE ROLLER CARRIERS ATTACHED 70 3 5/8' 2204 R -TRUSS V/(2) 1/4 X 5/8 HEX 14EAD SCREW 3 5/8' 220A. R -TRUSS ATTACHED V/ (4) 1/4' x 5/8' HE% HEAD SCREWS 3 IDER N S 3 /4' M 04I SEE TABLE 4 ON PAGE 3 FOR STILE PLACEMENT 9 -0' MAX INSIDE ELEVATION N.T.S. 14 GA. DURASAFE END HINGE ATTACHED W/ (2) 1/4' It 5/8' HEX HEAD SCREWS 42*. DURASAFE ROLLER CARRIERS ATTACHED TO END STILE AA/ (3) 1 /4' X 5/8' HEX HEAD SCREWS PER CARRIER SEE TABLE 1 ON PAGE 2 CDR STRUT SPACING 2' 00 BALL STEEL 9' LONG STEM ROLLER 2' THICK 24 0A. MIN EXTERIOR SKIN x/BAKE0 ON POLYESTER F190111 STILE STIFFENERS (3) LOCATED IN HINGE MOLE(S) ON TOP SECTION ONLY HOLES FOR STRUT ATTACHMENT (IF STRUT 3S RE0IURED> TYPICAL STILE STIFFENER (5) N.T.S. SLIDE LOCK ENGAGES INTO VERTICAL TRACK ON BOTH SIDES 5/8' MIN E4066E14E4T (SNAP LATCH, OR LOCK BAR OPTIONAL) ATTACH 441(2) 1/4' x 3/484E% HEAD SCREWS TYPICAL DURASAFE END HINGE N.T.S. STOP 800)609/0 W/ RE1OBLE SEAL (SUPPUEO BY INSTALLER) (3) 20 0A CENTER STILES ATTACHED V1TH (2) 706 -L-L0C AT THE TOP AND 8017014 RAIL AND ADHESIVE TO INTERIOR FACE 20 GA. GALV. STEEL END STILE ATTACHED WITH (7) 70G -L -LC TO DOORS SKIN AND (2) TOG-L -LOC AT THE TOP AND BOTTOM RAIL (0 7/10' O4. BOLT RETAINER PER ROLLER 5 /16' x 1 5/8' LAG SCREW (1) PER JANE BRACKET 5/8'H X 82 GA (1) 1/4-20 x 5 /8'7RACK (3 5/8' R- TRUSS) SPLICE BOLT AND NUT PER JAMB BRACKET 2' GALV. 51EEL 1RACK TRACK THICKNESS .003' CONT. 0I:R116AL JAM8 14 TRACK MOUNTING DFTAII (NG. 2 CR BETTER) N.T.S. 2' 2054. STRUT ATTACHED V/ (2) 1/4' X 5/8' HEX HEAD SCREWS AT END AND CENTER STILES 3 GA COMMERCIAL TOP FIXTURE ATTACHED W/ (4) 1/4' x 5/8' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED W /(2) 1/4' x 1/2' BOLT AND NUTS 1) R -TRUSS PER SECTION END HINGE 14 G4. • 5F ell ON A —A (SIDE VIEW) S (SPLICE) 3 GA FLAG BRACKET ATTACHED TO WOOD JAMB W/ (3) 5/16 DIA. X 1 -5/8' LAG BOLTS AND TO TRACK W/ (4) 1/4' -20 x 5/8 TRACK SPLICE BOLTS AND NUTS 3 5 /8'H X 22 GA. (3 5/8' R- TRUSS) GALV. STEEL R -TRUSS ATTACHED V/ (4) 1/4' x 5/8' HEX HEAD SCREWS AT EACH END STILE AND 02) 1/4' x 5/8' HEX HEAD SCREWS AT EACH CENTER STILE 1) STRUT AT BOTTOM PANEL CONT. STEEL RETAINER V/ BOTTOM SEAL N.T.S. LARGE V I SSA- SPLICE TRACKS AT 71145 LOCATION W/ (4) l/4' -20 TRACK SPUCE BOLTS & NUTS SECURE 70 JAMB MID (3) 5/18' DIA x 1 -5/8' LAD BOLTS (1) 5/18' 014. x 1 -5/8' LAG BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 OA. OALV. STEEL JAMB BRACKETS ATTACHED W/ (1) I/4' -20 TRACK SPUCE BOLT & NUT LSEE (TABLE 3) ON PAGE 2 FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS IVPACT RESISTA \T 2' 10 BALL STEEL 5' STEM ROLLER 0077014 BRACKET 13 GA. ATTACHED V /C3) 1/4' X 5/8' HEX HEAD SCREWS TYPICAL BOTTOM BRACKET° 9.7S. PRODUCT REVISE!) as 4%1a1plyLvg MEb t: o "W41* BulkUng Cole Aaccpunm PJp(rok9 /I%//% r • l.1 arieg■ REY DL55611011 Cr RL\90110 DATE BY A AR144M10110 2571EC ARIL 0)046 21 AUUD 36 -11-08 (21)02 B] MTI2010 00/03/01 Dec MAX ZE 8 x SI 14' DESIGN LOADS +51.1 P5F —60.3 PSF LARGE AOSSLE IMPACT RESISTANCE % tot 4TSIiF. ,(��A`. °,• —/ No 14014)3519 ST F arr. 145 CARRIAGE 005411 VINSTON- SALEM, /LC. 27005 WVV.ANARR.CON PtOd)N;t Q30UOO MODEL 960 HERITAGE (24 GA) 1000, 2000 MODEL 055 OAK SUMMIT (24 GA) 1000, 2000 SHORT, LONG, FLUSH, AND OAK SUMAGT PANELS Sff B DAM 131 0(4 DAIS 83/11/03 DIOIID BY ME DAZE 03/14/00 DRAWN FABER IRC- 9509 - 160 -21 EMIR D200*0 L SEAM RE IX 10. 0018519 S1EET I OF 3 TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP - A B C D E F G H T �F7 7' ' 5 1/2" 16" 37" 58" *21 18" 18" 21" 76 1/2" 8' 51/y/E2" 16° 34" " 70" 8: , ' 2:1: mac¢- 881/2" 9' 1/2" 13" 31" ���5�2q 49" 67' 85" Swl 6.r 11'6" p_fJ 100 1/2" BEM �5 ° werrum 18" 18" 21" C's`�°.fid6e° A -. ° � 10' 5 1/2" 16' 37" 58' 76" 94" 21" 21" 112 1/2' (� "101:= 11' .. 5 1/2" 16" A 34" MUM 52" 70" , e e. 88 "�� 106" k:. ®y - Ar; ;a: 11241/2' 1361/2" 21" 5 1/2" 16" 37" k 58" 79" 100" 118" p12' WSM DM 13' 51/2 MEMO 14' 5 1/2" r' 16" RUMMER 37" 58' 76" o 94" d. o,..vI 112" MBA 130 Ma 148 1/2" MA 16" WA 37" MI 58" ' 81'x.1 79" 100" 121" 142" 1601/2' TABLE 3 DOOR HEIGHT A B ® D INIMMITM11 14" WEE ® 14" ®38" 46" ®14 " ®38 46" � 14' v® 38'EL6'�`- 14" psi ETIMILIM BLUER 41EMMEM 14" ® 14" TABLE 2 DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #6 #7 #8 13' 6" 21" 21" 21 21" 1 r 21" � ? 21" X21! k . *21 18" 18" 21" 840 _, . 2 1 1,.rio 8 8 k 8: , ' 2:1: 12' 6" 21" 18" 18" 18" 18" 18" 18" 21" Swl 6.r 11'6" ,. 21" 21" 21" 9 188 werrum 18" 18" 21" C's`�°.fid6e° A -. ° 8 . 1 u5" ' & e . 21:" 10' 6" 21" 21" 21" 21" 21" 21" 9'6" 21" 18" 18" 18" 18" 21" 9 ®' X18'". a 8" - ',8 'I8 8' 6" 21" 21" 21" 18" 21" ' 81'x.1 7' 6" 18" 18" 18" 18" 18" 6'6 "®_ g g:20 21" MEM= 18" 18" 21" TRACK ATTACHMENT 56" 56" 56" 56" SPLICE S 0 ® ® ® ®0®® diELZIIMMIZIO 68 ®-111111111•1111111111111111 76 68 78" - - -11111-- 88" '711VMEMELEZ. 68" X78" s8" TOMMES1 100" 68" 78" 88" 100" M]� M1@p�g� 61 - ".c:L O-o.' �3 't,, ENE 68" 78" 88' 100" -- MEE X110" - 68" 78" 88" 100" 110" OM= 136" L.M ELM FM MU 134" 134" 112" 124" ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SYP OR SPF NO, 2 OR BETTER ONLY 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 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 LOS /FT 3. DOOR AND HARDWARE MALL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 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 5/8" R —TRUSS PER SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PACE 2 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. 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 OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. INTERIOR OF GARAGE MAX. WIDTH 9'0" �— DESIGN LOADS +230.0 LBS /FT —271.4 LBS/FT 111111111111 SEE NOTE 2 PRODUCT REVISED . complying withers Pod& Building Code Aeceptanca REV OE921PTON Cf IET190N5 041E A 91041104 9) 067 FRG MLTL 6 &IC3KITED 06 -1, -0A 901 UM1ED W RC 2110 10/13/11 MAX K 51141E ' DESIGN LOADS +51.1 PSF —60.3 PSF LARGE MISSLE IMPACT RESISTANCE *tan; 163 CARRIAGE UAW VINSTON- SALEM, NC, 27105 WVANARR.CCM MODEL 950 HERITAGE (24 GA) 1000, 2000 MODEL 055 0AK SUMMIT (24 GA) 1000, 2000 SHORT, LONG, PLUSH, AND OAK SUMMIT PANELS SR B DRANK BY DJ OAK 01 /12/113 INEIXED 90 AAE OAK 03/34/03 DRAM HAW IRC- 9509- 180-21 68616 8587 L 9000110 PE 35. Ns. 046579 SET 2 OF 3 AVAILABLE TRACK CONFIGURATIONS N.T.S. WOOD JAMB ATTACHMENT TO STRUCTURE 5/16' X 3' LAG SCREWS STARTING 6' FRO ENDS THEN 20' 0.2. (1 1/2' EMBEDMENT) HILTI KWIK BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24. MC, (2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' X 2 -3/4' STARTING 6' FROM ENDS THEN 18' O.C. (1 1/4' EMBEDMENT) ITW /RAMSET REDHEAD (TRU -BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO HOLLOW C -90 BI OCK SIMPSON 1/4' X 3' TITER SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' 0.C. U 1/2' EMBEDMENT) HILTI 1/4' X 2 -3/4' KWIK -CON II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' 0.C. (1 1/4' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C -90 21 OCK (2000 PCI GROUT) HILTI SLEEVE ANCHOR 3/8' X 2 -3/4' STARTING 6' FROM ENDS THEN 22' D,C. (1 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C -90 BLOCK> ■LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. •PREPARATION OF WOOD JAMBS BY OTHERS GROUTED ELOC STRUCTURE J-1 1/2' MIN 2 -3/4' NIN 1 -1%2' MIN 4' 2 %6 JAMB TYP. 3' 11114 PRODUCTB(EVISED r oompIHNB with the Fb(id0 mw A ,/12-0Z22../l2 Ewing. 'Q10 ' I By FEY DES(RDBOI R 2161018 0622 81 N}94MT04 W ZIP/ FBC AAa IDS 0FGf i0ID 06-11-08 SAN LRAM W FEE 210 10/13%11 042 MAX 2 9' x2114' E DESIGN LOADS +51.1 PSF -80.3 PSF LARGE MISSLE IMPACT RESISTANCE 163 CARRIAGE COURT VINST224- SALEM, HG 27.105 VVVAMIRR.CON. MODEL 050 HERITAGE (24 GA) 1000, 2000 MODEL 655 OAX SUMMIT (24 GA) 1000, 2000 SHORT, LANG, FLUSH, AND OAK SUMMIT PANELS 8ff 8 DRAIN BY DU 2612 63/12/03 NOD BY ME EMI 03/14/03 0668821861088 RRC- 9509- 180 -21 ENGINEER 1EI011AS L SNEINEAWE P.0 110. No. 0048578 SFEI 3 OF 3