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WS-13-1484Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 194572 Permit Number: WS -7 -13 -1484 Scheduled Inspection Date: November 07, 2013 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: ADAM SHEPARD, ALISON ANTROBUS Work Classification: Garage Door Job Address: 295 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALLIED DOORS SOUTH FLORIDA INC Isunamg uepartment comments REPLACE GARAGE DOOR Phone Number Parcel Number 1132060133970 INSPECTOR COMMENTS False Phone: (954)942 -8550 November 06, 2013 For Inspections please call: (305)762 -4949 Page 9 of 40 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 06, 2013 For Inspections please call: (305)762 -4949 Page 9 of 40 '?INII3 C;-M�4 BUILDING 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 PERMIT APPLICATION FBC 20 tO JUL Permit No. Master Permit No Ws 13 " I LO l Permit ype: BUILDING ROOFING/ �J / `/ Q OWNER: Name (Fee Simple Titleholder):5 � l A /- / < Phone #: 305 7(D7 - 816 Address:.2 '? '6- %y C 95- 5 City: n l Inyi 1 Tenant/Lessee Name: Email: State: r (, Zip: J % 3 6 JOB ADDRESS: ajq 6- I y C 9115- 57 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: I / - a O% - 0 / 3 -- -S c� -7 0 Is the Building Historically Designated: Yes NO Zone: CONTRACTOR: Company Name: L C It- 9 L JD k,4 � 1�� Phone #: � y a` � Address: l�;_ r � Zip: City: O M�i� �c 0'J 6 -, �;C} (�-' State: Q Qualifier Name:' 1JL �1&j L S 1 a 1-f Ac 'IJ C- C.. L Phone #:7,W -'� (a- -S'6 State Certification or Registration #: G6C 0-3-6 / 3 7 Certificate of Competency #: Contact Phone Email Adddrress: Y 1 na c2a l I i c-4 d Oct !' f s . C Q � on, DESIGNER: Architect/Engineer: 1f / /� Phone #: Value of Work for this Permit: $ . 0 Q Square/Linear Footage of Work: 's-Zo S Q 1r' Type of Work: ❑Addition ❑Alteration ❑New PRep ' /Replace ❑Demolition Description of Work: I�C p L pvc e-- l 6>Q S7- nJ G 9- 2� 1 POZ14 DOOR-%- � r Submittal Fee $ Permit Fee $ /1 CCF $ CO /CC $ WVV ODD- Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 0 zip e , 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attach ' nt. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occu s seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not bg approved an a reinspection fee will be charged. Owner ortgent xument was acknowledged before me this _, 20[, by /�4�4 /1 " -irepAflp , known to me or who has produced Signatur Contractor it was acknowledged before me this 20 L3, by .IJC 1J 06 ', re- C c j known produced �j ` E<- ' As identification and who did take an oath, m " " "` as identification and who did take an oath. cTBLIC: nr Y PUBLIC: 3 EJ `- ��G6...- 1. irffito LY) La to Commis ion Expires:) V W fJ 1 ssion Expires: Wo_ �Q r( APPROVED BY ��,! Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07 )(Revised 06 /10 /2009XRevised 3/15/09) Return To: FINAL DOC$ T7408 —OIF 4101 WISEMAN BLVD BLDG 108 SAN ANTONIO, TX 78251 -4200 This document was prepared by: WELLS FARGO BANK, N.A. 2701 WELLS FARGO WAY, 2ND FLOOR, MINNEAPOLIS, MN JULIE KIRBY j8paee Above TMs Ltu For Recording Datal MORTGAGE DEFINMONS CFN: 20130447321 BOOK 28664 PAGE 1318 DATE:06 /05/2013 03:21:16 PM MTG DOC 1,496.25 INTANGIBLE 855.00 HARVEY RUVIN, CLERK OF COURT, MIA DADE CTY Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 11, 13, 18, 20 and 21. Certain rules regarding the usage of words used in this document are also provided in Section 16. (A) "Security Iastrament" means this document, which is datedMAY 31, 2013 together with all Riders to this document. (B) 'Borrower "is ADAM M SHEPARD AND ALISON N ANTROBUS , HUSBAND AND WIFE Borrower is the mortgagor under this Security Instrument. (C) "Under"is WELLS FARGO SANK, N.A. Lender is ANATIONAL ASSOCIATION organized and existing under the laws of THE UNITED STATES FLORIDArSingle Family- FannleMeelFreddie Mac UNIFORM.INSTRUMENT Form 3010 1141 NMFL 3010C (FLCM) Rev V2009 Ck -S(FL) (0811) Page 1 or le 4 frJti VMP Mortgage Forms. InC. q � '� v vs � i�� � t •�'� < 4- s�;t � sip, ����'`ag� xr �� • �� / r �k�,y.d u i 3 •fig ` �'Lt�?�� r�.� .' ,�`�"'ug z°' 7���:s* _, `. �, 1 _ . �x ���,,.,yy p wY>S �� cif `� '�i„+. � x 8 � firs a� �� 5'da`T � � '� ��� = k �g�" � t• d}l � }' 2 ``�'ri� !¢f3 #�k� ' '�{r �s is �a4 s ' 3 }'r'�N r A'�r: n4 `}�„ r fe�' � r2'� �3s�' �A av � �•• a� i �'7.. a � '¢ s t �`F ti +' S C � ' r l t ' °.rf L � `�.'• p� X °� t 1 f s� � x s > s �S"•; . -4 �Yf EY NAf�x��'�'A3TR 9fi f Yy,M,f `3E i F V +� *? 5 �+ � '� 'fi177' *�,�zrr7 � fi •f r `'.�'Y `N � ��r t m`�� •� �`�. F. � ` A' � �� l"'� t` ' �, s x 1 4i ksf . k.��t a '_ ""�s d 4 dxi ifi bl == t.0 0 CERTIFICATE OF LIABILITY INSURANCE F"m6/"251m20w1"Y' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGA*MY AMEND, EXPEND OR ALTER THE CG9ERAGE 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 cartiflNde holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. N 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 tieu of such endomeme s . PRODUCER Commercial Unes - (561) 368 -2777 Wells Fargo Insurance Services USA, Inc, 2255 Glades Road, Suite 420A Boca Rgton, FL 33431 -13509 Mwa Cindl Hanldns , 561- 226.6154 561- 226.3581 ACCORDANCE WITH THE POLICY PROVISIONS. cindi.hankineWmilsfargo.com INSUR s AFFORDING COVERAGE NAIL B INSUIUmA; Twin City Fire Insurance Company 29459 INSURED Allied Doors South Florida, Inc. 151 S. W. 5th Court Pompano Beach FL 33060 INSURER e 6/30/2013 Inc, $ 1.400,000 INSURER D s sore INSURER E I $ , 10.000 F I CLAIMS -MADE Ex1 OCCUR §. Mmm. n. ffl,..,r KrY11."M 9,"MmmR: 1139 @ w • THIS 18 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED 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 SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INBR TYPE OF INSURANCE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF MIAMI SHORES ER 10050 NE 2ND AV ACCORDANCE WITH THE POLICY PROVISIONS. LaAIiB A GENERAL LIABILITY X COMMERCIAL GENERAL UABILrrY 21 UUNJT2113 6130/2012 6/30/2013 EACH OCCURRENCE $ 1.400,000 Ea oot s sore MID OP one $ , 10.000 CLAIMS -MADE Ex1 OCCUR PERSONAL a ADV INJURY S 1.000.000 X GENERAL AGGREGATE t 200.000 GEN1. AGGREGATE LIMIT APPLIES PER: POLICY F—x1 P LOC PRODUCTS - COMPIOP AGO $ 2,000,000 IZ AUTOMOBILE LIABILIIY BODILY INJURY (Pe► Person) 5 y ANY AUTO ALL OWNED QSCHED�ULED HIRED AUTOS AUTTOSOWNED BODILY INJURY (Per aad"M) $ GE $ IM13RELLA LIAR OCCUR EACH OCCURRENCE S AGGREGATE S EXCESS LIAR CWME MADE D WORKERS OMENSATION wC BTATU• O E.L. EACH ACCIDENT S AND EMPLOYERS' LWBIIM ANY PR ORIPARTNEROMCUTIVE YIN OFFIER EXCLUDED? (Mendstwy In NH) N / A E.L. DISEASE - EA EMPLOYM i E.L. DmEABE. POLICY LIMIT f If deeaiee under PTION OF OPERATIONS below DESCRIPTION OF OPERATIONS i LOCATIONS I VEHICLES (Atradi ACORD 101, Addl WNW Rsmeft 8shsduls, I mere spew ls f**drmQ If Certificate Holder has requested to 'be listed as Additional Insured, please refer to attached policy form HO 00 01(06/06) umn 1 Ir iwk I C nwwmm SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF MIAMI SHORES THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2ND AV ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES, FL 33138 AUTHORIZED REPRIMENTATra .a A—A AAMA •wnnR AADnf tbK6r1f%U All ■ It" rs.11 The ACORD rwm aW logo are IgQl PKI menm OT AwKU %w rwoo-AV , v nvv1ww vv........ +..�... -- ....'.. -- . --• - - -. ACORD 25 (2010105) A� V CERTIFICATE OF LIABILITY INSURANCE DA03/01/20113 ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPONTHE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTERTHE COVERAGE AFFORDED BYTHE 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(ies) 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). PRODUCER Risk Transfer Programs, LLC 219 East Livingston Street Orlando, FL 32801 CO TA NAME: PHONE 866 -481 -9363 FAX C No Era: A/C No): pppRESS: INSURERS AFFORDING COVERAGE NAIC # Miami Shores, FL 33138 INSURER A :CastlBPoint National Insurance Company 40134 r.M ^^nn^MAT1f%L1 A11 .i..hM rocn rl INSURED Leasing Resources of America, Inc. Labor Contractor for leased workers to: Allied Doors INSURER B :Tower Insurance Company of New York 44300 $ South Florida, Inc. INSURER C: INSURER D: 9280 Bay Plaza Boulevard Suite 715 XP (Any one person) $ Tampa, FL 33619 INSURER E. INSURER F: nrw=n An_cc P=0TICICATC AIIIMRFR•WQJRKSI=G REVISION NUMBER: THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED 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 RESPECTTO 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 SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I LTR TYPE OF INSURANCE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE POLICY NUMBER M�MIUDDY E ACCORDANCE WITH THE POLICY PROVISIONS. LIMITS AUTHORIZED REPRESENTATIVE GENERAL LIABILITY Miami Shores, FL 33138 r.M ^^nn^MAT1f%L1 A11 .i..hM rocn rl OCCURRENCE $ DAMAGE TO RENTED F_ occurrence $ GENERAL LIABILITY 7SES XP (Any one person) $ CLAIMS -MADE D OCCUR NAL 8 ADV INJURY $ PCOMMERCIAL RAL AGGREGATE $ GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ $ POLICY PRO LOC SINGE LIMIT AUTOMOBILE LIABILITY Es ac idea BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS ED HIRED AUTOS AUTOS PROPERTY DAMAGE Per ecddent $ $ UMBRELLA LIAB EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB HOCCUR CLAIMS -MADE DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILrrY Y / N ANY CERIM MB R/PARTNER/EXECUTIVE (Mandatory In EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below X I WCSTATU- I I 'El H- $ A B N NIA WSLTHPE00040202 WSLTHPE00039602 03/01/2013 03/01/2014 E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - FA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space to required) Coverage is extended to the leased employees of alternate employer in all states except in monopolistic states (ND, OH, WA, WY): Allied Doors South Florida, Inc. #63594 (Effective 3/1/12) laR1Ir16A1cnva.ucic - -- — SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATETHEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Miami Shores AUTHORIZED REPRESENTATIVE 10050 NE 2nd Ave Miami Shores, FL 33138 r.M ^^nn^MAT1f%L1 A11 .i..hM rocn rl rage I OT l W _I V00-141W IV /iVVlty vvr.r .+l... •..•�. ..•• ••n ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD �e�� = Re (,AC,6 ` $X-7 v /l-/ 6;^,e a, 6 6- DOC K IVCA /d2 s JIJL , T7, e� F � • F rss ,a;ri Shores `tillage p 8Y DATE t p� ppr30�dEI� c Wl FEUEFbA- 16 JECT �0 � -nPl� n aG;tJJa }i OF 1 ` r P IL j r WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH EXPOSURE C Door Width Door Height Mean Roof Height Design Pressure Positive Negative 8 7 15 35.6 -44.7 9 7 35.3 44.0 16 7 33.8 -41.0 18 7 33.5 -40.4 8 7 16 36.1 -45.3 9 7 35.7 -44.6 16 7 342 -41.6 18 7 33.9 -41.0 8 7 17 36.5 -45.9 9 7 362 -452 16 7 34.7 -42.1 18 7 34.3 -41.5 8 7 18 37.0 -46.4 9 7 36.6 -45.8 16 7 35.1 -42.7 1s 7 34.8' -42.0 8 7 19 37.4 -46.9 9 7 37.1 -46.3 16 7 35.5 -43.1 18 7 352 -42.5 8 7 20 37.8 -47.4 9 7 37.5 -46.8 16 7 35.9 -43.6 18 7 35.5 -43.0 8 7 21 362 -47.9 9 7 37.8 -47.3 16 7 1 362 -44.1 18 1 7 1 35.9 -43.4 8 7 22 38.6 -48.4 9 7 382 -47.7 16 7 36.6 -44.5 18 7 36.3 -43.8 8 7 23 38.9 -48.9 9 7 38.6 -482 16 7 36.9 -44.9 18 7 36.6 442 8 7 24 39.3 49.3 9 7 38.9 1 48.6 16 7 37.3 1 -45.3 18 7 36.9 1 -44.6 8 7 25 39.6 -49.7 9 7 39.3 49.0 16 7 37.6 1 -45.7 18 7 37.3 1 -45.0 EXPOSURE C Door Width Door FIsIght Mean Roof Height Design Pressure Positive Negative 8 s 15 352 --444. 9 8 34.9 -43.4 16 8 33.4 -40.4 18 8 33.1 -39.7 8 8 18 35.7 -44.6 9 8 35.4 -43.9 16 8 33.9 40.9 18 8 33.6 -40.3 8 8 17 362 -45.1 9 8 35.8 -44.5 16 8 34.3 -41.4 18 8 34.0 -40.8 8 8 18 36.6 -45.7 9 8 36.3 -45.0 16 8 34.7 -41.9 18 8 34.4 -41.3 8 8 19 37.0 -462 9 8 36.7 -5.6 16 8 35.1 -42.4 18 8 34.8 -41.8 8 8 20 37A -46.7 9 8 37.1 -46.1 16 8 35.5 -42.9 18 8 352 -422 a 8 21 37.8 -472 9 8 37.5 -46.5 16 8 35.9 -43.3 18 8 35.5 -42.7 8 8 22 382 -47.7 9 8 37.8 -47.0 16 8 362 -43.7 18 8 35.9 -43.1 8 8 23 38.5 -48.1 9 8 382 -47.4 16 8 36.6 -442 18 8 36.2 -43.5 8 8 24 38.9 -48.5 9 8 38.5 -47.9 16 8 36.9 -44.6 18 i 8 36.6 -43.9 8 8 25 39.2 -49.0 9 8 38.9 -48.3 16 8 372 -44.9 18 8 36.9 44.3 E "I mm .3 GARAGE DOORS Design pressures have been calculated using procedures listed in ASCE 7 -10, Chapter 30, Part 1, for Low -Rise Buildings. The calculated ultimate wind pressures have been muitipiied by 0.6 to convert to the romirmJ (ASD) design pressures shown Pressures have been calculated based on an enclosed building, any roof slope, Risk Category % residerdial application The design pressures assurce the entire door's width is in the end zone (zone 5) of the building. ®� ® @� ® ®S HEt Most garage door openings tall not be located completely in zone 5. Therefore individual /V calculations will result in louver pressures. For mean roof heights less than 15', use 15' pressures. m'kz© NO 00407 This Table is only to be used in cor#x-fon with Amarr Garage Doors. e °® ®mss ® m Btpa, 165 Carriage Court • Winston- Salem, North Carom 27105 4a Q All %, Phone (336) 7vrww amarr com ) 744 -5815 �� ,� ° °0 ®® MIAM1 -= MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.govbera/ 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 1200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up to 9' -0" Wide APPROVAL DOCUMENT: Drawl o. IItC- 1209 - 189 -21 -I, t ed "Model #1200 Heritage &Oak Summit 3000 Short, Long, Flush and Oak through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas 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/ormanufacture 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 # 07- 0706.05 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. 12-0228.03 Expiration Date: September 6, 2017 C= 1'1i Approval Date: May 3, 2012 ,¢4 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVID ENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -1209- 189 -21 -I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, prepared. by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS I. 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. "Submkied under NOA # !2-0228.09" OSubmitted under NOA # 07- 4746.05" 3. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' Ssctional_Steel:Gwage.:Deor, prepared by American Test Lab, Inc., Report # ATLNC 0430.01 -07, dated 06 /06/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on. Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Test Report # HETI- 07 -T707, dated 05/30/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 02/0912012, 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 CERT- M. &T- IUNS.< 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. 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 Tomah L. Shelmerdine, P.E. � IZ OWN M. Utrera, P.E. Product Control Examiner NOA No. 12-0228.03 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 E-1 MPICAL TDP FW DES 1 TYPICAL N.T.S 1URASAFE CENTER e4 CHL IDN EXTERDR WAMM UK P13.Y93M 3 5B' DDW R -TAIRS ATTACHEI V/ C41 V4• x 314' HEx HEAD SCREWS Zw3M LmSC ENIkmS DOD vERTICA�. TRACK DH DDTH SIDE.4 6/R• Nw COW LATCH, M LOCK in mm".) ATTACH V /O1 L4• x 314-40 HM SCREWS XW�DE ELEVATION EITT� CU 114 -80 vim] n aw RX- 7rR.VXf �TIS L SPLICE HIS.I im BRACKET TRACK MOUNTING DETAIL IM P� o IMPACT RESISTANT IM T SPECIFICATIONS AND NOTES x ea " 3 am" x aDAH► G AN LY. STEEL R -TRUSS D PER SECTUN V/ CN V4• x 314' � NILE, t aT T1C� HUGE LDCATIRI. AN0 CD S M1DYEr sETVEER Hma AND EMU= 1. ALL THE LOAD FROM THE DOOR 1S TRANSFERRED TO THE VERTICAL ITTRillow LOAD THE VERTICAL INTERIOR OF GARAGE JAMIM THEHORIZONT TALL JAMB HEAADERRRRE�VEESS No Ww" (SIDE YIEW) THE LOAD TRANSFERRED FROM THE DOOR. OF MW MAX DLDTH 9'0' 2 EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF.- 1p/m i�WIBC� +2SB.S LBS/FT & —303.8 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED. MANUFACTURED OARS OESI(NJ LOADS 0147 �v��'Ct;••�, AND INSTALLED WITH STANDARDS AS SET FORTH BY OAS" +25&3 L BRAT LOADS 610 C10486 4. DOOR SECTIONS MALL BE 24 GA. (.0216) MIN. EXTERIOR SIGN —303.8 LBS/FT S� NOTE 2 ROLLED FORMED. W/ BAKED ON POLYESTER FINISH 6. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 6 18' R —TRUSS PER SECTION AND (1) 2" 200A STRUT ON THE BOTTOM SECTION & DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ACT m ON PAGE 3 ME f BY NCSTALLER) 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS DD Dw CALM STEEL END STILE INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. TTACHED WITH dD 16 x I -V41 scrrsys 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 43 14M MRASAFE ROJ,eR CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM R ATTACHED TD R -TRUSS E -8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY vc WX SAD SCREWS THE MANUFACTURER. EVERY' 3 MONTHS, 4 TIMES A YEAR. THE MANUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMA71ON THAT THE SPECIMENS WERE SELECTED JAIU OR ow FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND (NM 2 OR Dr., A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34.600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS N0710E OF ACCEPTANCE x ea " 3 am" x aDAH► G AN LY. STEEL R -TRUSS D PER SECTUN V/ CN V4• x 314' � NILE, t aT T1C� HUGE LDCATIRI. AN0 CD S M1DYEr sETVEER Hma AND EMU= IMPACT RESISTANCE y�i.S!ltAlwt 10 CARRIAGE MW WRIM70"ALM RS 87106 VVVAXARR= MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 ORT, LONG, FLUBS & OAS SQ1lw1IT P Sff O LI- alb am N/RM GE�DNMHE STETIS3 ITTRillow w:w6w"T"m V.1 CD 41 x 314• HEX HEAD SCREWS 11ON A —A Ww" (SIDE YIEW) OF MW wa SEffiW mm a 1p/m i�WIBC� \�PA►¢,g�', 0147 �v��'Ct;••�, 901. �i 78 BRAT LOADS 610 C10486 IMPACT RESISTANCE y�i.S!ltAlwt 10 CARRIAGE MW WRIM70"ALM RS 87106 VVVAXARR= MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 ORT, LONG, FLUBS & OAS SQ1lw1IT P Sff O LI- alb am N/RM GE�DNMHE STETIS3 FLAG BRACKET ATTACHED TD WOOD JAMB 5/16 MA. X 1 -5/8' LAG BOLTS AND TO V/ (4) 1/4-E'0 x 5/8 TRACK SPLICE AND NUTS I x AT M LOCATION B TBTH (3) 8/1 BOLTS MA. x 1 J8' JAMS 12 OA GALV. STEEL JAMB BRACKETS At21EDW [1) 1/4'-20 x S /8° TRACK BPUCE T &NUT. A I SEE (TAKE 2) M PAGE 3 FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 8'S' UP TO I4• TALL DOORS WOOD JAMB ATTACHMENT TO STRUCTURE SVW= UP X 3' TITIN scam STAR= 6 CT APART) AT 8. = a Vr EMOEMOM END& USE PAIRS OF FASTENERS NILTI 1/4' X 8-3/4' KWIK -CON U+ SCREWS STARTDM 6' FROM ENDS, USE FASTENERS CV APARn AT 8' = a v4' EMBEDMENT) PAIRS OF P 16 � • 1eM8 Att ��T 7D G-90 ALOd( 02000 PST MROLN� EEODfE ICE M M USE FAS OM FFO4R � C� WUOS THEN EO' dG a v4' xLAGS AND XLTS CAN BE COUNTERSUNK TO PROVIDE A FLt= NOIINTIN6 SIRFACE, APREPARATION OF WAD JAMBS BY OTHERS STRUCTURE STRLtCTU STRUCTURE � 1/8' MW 8 1 -1/8 MI N IsrRUCruRE 4' ��gg TYP . JAMB S' M N AYAO.ABLE IRM COtM M IM873 � OFS OF O390fia DAB: A BpE &S lot; , 8 Immyolmn D%3/fl In —, 1 V X. m 1M =0 LOADS +87.0 PSF -87.8 PS LARBE IBS.9LE e0i:�' : ��0.`••U. \��� RE�staT �4i�`Ss't1tNA�- �����, m cXW= C VAWT@7 -&ILM NA OW YVVNNRM M MODEL #1200 HERITAGE $000 MODEL #1200 OAK SUMMIT 3000 HO$T, LONG, FLUSH & OAK SMOUT PANELS SUEJ ON BI mmI ml oym/07 PB{B1Dmm 8 I am BY =1 POE 05AW RC-129- 189 -21 -1 FAOt✓EEg WO L SOME PL IL 30 QDW SEA 2 OF 3 TABLE 1 TABLE 2 SY ff B OAE A S mal t/li OA B 8m I9 FH m ._ ?Ml lu L DEMON LOADS +87.0 PS -87.8 PSF LAW l9SSILE WACT REMSTANCE = aaw wv MODEL #1200 HERITAGE 3000 MODEL1200 OAK SIJMIT $000 HORT. Lo , FLUSH & OAx mnmT PA Sal mo of =1 m B OM BY of DAU %%W RC- 1209 - 189 -21-1 0K' WWLSMMKPLIR k 00 1 SSA 3 OF 3