Loading...
WS-16-2876Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total:' Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. WS -10-16-2876 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: APPROVED Issue Date: 11/8/2016 Expiration: 05/07/2017 Parcel Number Applicant 152 NE 101 Street Miami Shores, FL 33138- Owner Information Address 1132060131980 Block: Lot: RICHARD AND JOSEPHINE CAN Phone CeII RICHARD AND JOSEPHINE CAMACHO 152 NE 101 Street MIAMI SHORES FL 33138-2321 Contractor(s) Phone CeII Phone ALLIED DOORS SOUTH FLORIDA INC (954)942-8550 (305)757-7057 Type of Work: REPLACE EXISTING 8 X 7 GARAGE DOOR. No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Amount $0.60 $2.00 $2.00 $0.20 $110.00 $9.00 $0.80 $124.60 t: Pay Date Pay Type Invoice # WS -10-16-61749 10/21/2016 Check #: 4059 11/08/2016 Check #: 4084 Amt Paid Amt Due $ 50.00 $ 74.60 $ 74.60 $ 0.00 Available Inspections: Inspection Type: Final Review Building 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: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction aiKI zoning. F1uthgrmgre, I authorize the above-named contractor to do the work stated. Autho&ed Sig ure: Owner / Applicant / Contractor / Agent Building Department Copy November 08, 2016 Date November 08, 2016 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED OCT 21 2016 Axacu.42,, F, B\ �C 2014 (AIS Master Permit No. `(c,- 2.8-4S:) Sub Permit No. 1 -BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL [I] PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 152- N S 1.D1 Si Y 1 City: Miami Shores County: Miami Dade Zip: )3 Folio/Parcel#:11-3273(Q -61S-140 Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: ,, (,� Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): (R V�1 d C A.in t O Phone#: ✓D5-757— `66 7 Address: 152- NE 101 Sfir'e-ei City: \J (,a ail 3 ldr(5 - f State: FL ' Zip: 33)3 Tenant/Lessee Name: 14 1 A Phone#: Email: `Ai ' j�� /� I [ �i CONTRACTOR: Company�Name:)k 1ed/� wis Sb • FL I U P Phone#: "ls�-ggZ-Oc550 Address:` ) 51 5 V V 5 ( Ur+ 2 !, City: 'C b YV1.jta �i& -tm `,� State:,Zip: 6 L V Qualifier Name: U-Civ,f US ��)► 1 l i .11E 1i Phone#: 46Z55 State Certification or Registration #: C6Cb3 37 Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: Value of Work for this Permit: $ 1 27-0 jI Phone#: State: ��"" 2 Zip: 3 Square/Linear Footage of Work: (J Type of Work: ❑ Addition ❑ Alteration RP 16.6e [ �xLshay g' R"s xi 01 �}- a-v4(�.e d ob" ❑ New lie Rep r/Replace n Demolition Description of Work: Specify color of color thru tile: GC) f Submittal Fee $ � `��-' Permit Fee $ 11 o . CCF $ 0. 60 CO/CC $ O DBPR $ Z - Scanning Fee $ Q • ORadon Fee $ 2. - 00 Technology Fee $ 0 . Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) 0. 20 Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ �. 60 Bonding Company's Name (if applicable) l A Bonding Company's Address City State r 1 Zip Mortgage Lender's Name (if applicable) DSI l� Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1SII,, ,� LLI ✓daay of C)G \a�< , 20 i L , by i� day of �C_0kCLC , 20 i(-, , by %T ICI I 0. CC( -Vi ue. who is personally known to nnis IR.6rnarielli , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: identification and who did take an oath. NOTARY PUBLIC: Sign: Print: HENRY RAMIREZ Y COMMISSION # FF 102369 EXPIRES: March 16, 2018 Bonded Thru Notary Public Underwriters S ****************************** (Revised02/24/2014) 1" Plans •rv''• HENRY RAMIREZ .+ MY COMMISSION # FF 102369 -•ki EXPIRES: March 16, 2018 Bonded Thru Notary Public Underwriters Examiner BY �• Zoning Structural Review Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 ROMANELLI, DENNIS M ALLIED DOORS SOUTH FLORIDA, LLC 151 SW 5TH CT POMPANO BEACH FL 33060 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! STATE OF FLORIDA DEPARTMENT OF BUSINESS AND - PRO.FESSIO ALIR'EGULATION 1. ' CBC033137 ,"` �08/24/2016 AOR 4 CERTIFIED BUI ROMANELLI, 'Du ALLIED DOOFFS� IS CERTIFIED under the Expiration date :,AUG 31, 2018 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE•OF'FLORIDA ' �. , • . DEPARTMENT. OF•BUSI IIESS AND,PROFES'SIONAL REGULATION CONSTRUCTION. INDUSTRY LICENSING BOARD LICENSE NUMBER CBC033137 ., OF The BUILDING CONTRACTOR Named below IS CERTIFIED Under the provisions,of Chapter 489 FS. Expiration date:.. AUG 31, 2018 ROMANELLI, DENNIS M ALLIED DOORS. SOUTH b'A LLC 151 SVV•5THC.T �;,,*. ..� - - A POMPANO BEACi5®60' a..,'q' :t..± "h `,•—L•• M•. _,� `• p� C 1'r'" y,.. ..... taxi . taaw "4 tl. "fT. , yy .y' ,' ' i'.' i s ''' . ti 3 • ^�� ISSUE`"'t1`8'1 ` D1PL AS' UI b"B'Y''t. EQ"#`"L1608240002236 ACG'Rb® `� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 9/1/2016 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 policy(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 Tequesta Agency, Inc. dba Tequesta Insurance Advisors 218 S US Hwy 1, Ste 300 Tequesta FL 33469 CONTACT Linda Sweet NAME: (PHE�ONro,Ext) (561)245-8388 FAX No): ADDRESS:1sweet@tequestainsurance.com INSURER(S) AFFORDING COVERAGE NAIC # INsuRERA:Colony Insurance Company 39993 INSURED Allied Doors South Florida LLC 151 SW 5th Court Pompano Beach FL 33060 INSURER B 103GL000072603 INSURERC: 8/30/2017 INSURER D : $ 1,000,000 INSURER E : INSURER F : X COVERAGES CERTIFICATE NUMBER:CL1682314446 REVISION NUMBER: THIS IS 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. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY 103GL000072603 8/30/2016 8/30/2017 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR TO DAMAGE PREMISES (RENTED Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE POLICY OTHER: X LIMIT APPLIES JE PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS_ HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ A x UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE XS169667 8/30/2016 8/30/2017 EACH OCCURRENCE $ 3,000,000 AGGREGATE $ 3,000,000 DED RETENTION$ n/a $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A PER STATUTE OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) State of Florida - Contractor's License #CBC033137 Garage Door and Garage Door Openers - Installation and Service. CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE 2nd Avenue Miami Shores, 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 REPRESENTATIVE pp Mark Kasten/LSWEET °�—(a^-- ->--- ACORD 25 (2014/01) INS025 (2014011 ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACORD CERTIFICATE OF LIABILITY INSURANCE L.-- DATE(MMIDD/YYW) 12/30/2015 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 policy(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 Libertate Insurance LLC 707 East Washington Street Orlando, FL 32801 www.libertateins.com CONTACT NAME: Mary Beth Eaton PHONE FAX (ac. No. Extl:E-M844-571-0810 (A/c, No): 407-613-5477 ADDRESS: mbeaton@libertateins.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Technology Insurance Co 42376 INSURED The S2 HR Group LLC dba Engage PEO 3001 Executive Drive, Suite 340 St. Petersburg FL 33762 INSURER B : INSURER C: INSURER D : $ INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 27916535 REVISION NUMBER: THIS IS 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. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ PERSONAL 8 ADV INJURY $ GE 'L AGGREGATE POLICY OTHER: LIMIT APPLIES PRO- JECT PER: LOC GENERAL AGGREGATE $ PRODUCTS-COMP/OPAGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/ N OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A TWC3524477 12/31/2015 12/31/2016 v/ STATUTE OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) PEO Client: Allied Doors South Florida, LLC #151103 Effective: 12/31/2015 Coverage is extended to the leased employees of alternate employer in all states except in monopolistic states. CERTIFICATE HOLDER CANCELLATION 151103 MIAMI SHORES VILLAGE 10050 NE 2ND AV MIAMI SHORES FL 33138 1 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 REPRESENTATIVE ...4::) Paul R. Hughes ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 27916535 1 ENGAPEO-01 I WC PEO Master 1 Mary Beth Eaton 1 12/30/2015 9:56:57 AM (PST) 1 Page 1 of 1 This certificate cancels and supersedes ALL previously issued certificates. Clow\o\b,c) • • • �' e rlccc� L �2X lS� � VE"x � ' • �• • • '• ......• � .• • . of 14c�r� cam' S(7/ -QS . :V? /\10 51. I —(0,6,3 'Kett utrec! Prsre4 RECEIVED /Eltr2c 1D� ••• • • ••• • • • • ••• • ••• ••• ••• •• •••••••••••• • • . • • •41* • ..... •• .. •• Isin -MI -CT TO COMP' IANCE WITH ALL FEDFRAL ` 'ATrrAND CC: IN TV 11.'1 FS AND RFGUI ALIO NS G 4 152,- NC co) sficd I\kLQ.YVU Sores EL 33l38." WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS FLORIDA BUILDING CODE 5TH EDITION (2014) DADE COUNTY FLORIDA 175 MPH EXPOSURE C Door Width Door Height Mean Roof Height Design Pressure Positive Negative 9 7 15 35.2 -44.0 35.3 -44.0 m4i.,...mci -43.4 10 8 m.eiram 16 7 8 33.8 -41.0 18 7 33.1 33.5 -40.4 8 7 35.7 36.1 -45.3 00 35.4 -43.9 35.7 -44.6 EMIL. -43.4 16 35.5 -44.1 m0 18 8 34.2 -41.6 18 7 17 33.9 -41.0 8 7 35.8 36.5 -45.9 9 7 -43.9 36.2 -45.2 10 7 17 35.9 -44.7 16 7 8 34.7 -42.1 18 7 8 34.3 -41.5 8 7 36.0 37.0 -46.4 00 34.7 -41.9 36.6 -45.8 10 0 18 36.4 -45.2 16 7 9 35.1 -42.7 18 7 8 34.8 -42.0 8 7 35.1 37.4 -46.9 0 7 -41.8 37.1 -46.3 m0 37.4 19 36.8 -45.7 m0 -46.1 10 35.5 -43.1 18 7 8 35.2 -42.5 8 7 35.2 37.8 -47.4 9 7 37.8 37.5 -46.8 10 Q 20 37.2 -46.2 16 7 16 35.9 -43.6 18 7 8 35.5 -43.0 8 7 22 38.2 -47.9 00 8 37.8 37.8 -47.3 10 7 21 37.6 -46.7 16 7 18 36.2 -44.1 18 7 8 35.9 -43.4 8 7 8 38.6 -48.4 00 8 37.9 38.2 -47.7 10 0 22 37.9 -47.1 16 7 8 36.6 -44.5 18 7 9 36.3 -43.8 8 7 8 38.9 -48.9 9 0 36.9 38.6 -48.2 10 7 23 38.3 -47.6 16 7 -49.0 36.9 -44.9 18 7 10 36.6 -44.2 8 7 8 39.3 -49.3 9 7 36.9 38.9 -48.6 10 7 24 38.6 -48.0 16 7 -57.3 37.3 -45.3 18 7 -54.1 36.9 -44.6 8 7 -53.3 39.6 -49.7 00 47.2 -59.2 39.3 -49.0 10 7 25 39.0 -48.4 16 7 -57.7 37.6 -45.7 18 7 -54.4 37.3 -45.0 EXPOSURE C Door Width Door Height Mean Roof Height Design Pressure Positive Negative 8 8 15 35.2 -44.0 9 I 8 34.9 -43.4 10 8 34.6 -42.8 16 8 33.4 -40.4 18 8 33.1 -39.7 8 8 16 35.7 -44.6 9 8 35.4 -43.9 10 8 35.1 -43.4 16 8 33.9 -40.9 18 8 33.6 -40.3 8 8 17 36.2 -45.1 9 8 35.8 -44.5 10 8 35.6 -43.9 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 10 8 36.0 -44.5 16 8 34.7 -41.9 18 8 34.4 -41.3 8 8 19 37.0 -46.2 9 8 36.7 -45.6 10 8 36.4 -45.0 16 8 35.1 -42.4 18 8 34.8 -41.8 8 8 20 37.4 -46.7 9 8 37.1 -46.1 10 8 36.8 -45.5 16 8 35.5 -42.9. 18 8 35.2 -42.2 8 8 21 37.8 -47.2 9 8 37.5 -46.5 10 8 37.2 -45.9 16 8 35.9 -43.3 18 8 35.5 -42.7 8 8 22 38.2 -47.7 9 8 37.8 -47.0 10 8 37.5 -46.4 16 8 36.2 -43.7 18 8 35.9 -43.1 8 8 23 38.5 -48.1 9 8 38.2 -47.4 10 8 37.9 -46.8 16 8 36.6 -44.2 18 8 36.2 -43.5 8 8 24 38.9 -48.5 9 8 38.5 -47.9 10 8 38.2 -47.3 16 8 36.9 -44.6 18 8 36.6 -43.9 8 8 25 39.2 -49.0 9 8 38.9 -48.3 10 8 38.6 -47.7 16 8 37.2 -44.9 18 8 36.9 -44.3 EXPOSURE D Door Width Door Height Mean Roof Height ;; Design Pressure Positive Negative 8 7 43.2 -54.2 9 7 42.8 -53.5 10 7 15 42.5 -52.8 16 7 41.0 -49.8 18 7 40.6 -49.1 8 7 43.7 -54.8 9 7 43.3 -54.1 10 7 16 42.9 -53.4 16 7 ___.!44).6 41.4 -50.4 18 7 41.1 -49.6 8 7 43.7 44.1 -55.4 9 7 • •43.3 43.7 -54.6 10 7 17 43.4 -54.0 16 7 tQ.i• 41.9 -50.9 18 7 449.3 41.5 -50.2 8 7 y*5.'F - 44.6 -55.9 9 7 54.3 44.2 -55.2 10 7 18 43.8 -54.5 16 7 115,15.\NEI 42.3 -51.4 18 7 41.9 -50.7 8 7 -55.6• -55.6•' 45.0 -56.5 9 7 -54.8 ' 44.6 -55.7 10 7 19 44.2 -55.0 16 7 •51.0 42.7 -51.9 18 7 X503• 42.3 -51.1 8 7 -56.1 45.4 -57.0 9 7 -55.3 45.0 -56.2 10 7 20 44.6 -55.5 16 7 -51.5 43.1 -52.4 18 7 -50.7 42.7 -51.6 8 7 -56.6 45.8 -57.5 9 7 -55.8 45.4 -56.7 10 7 21 45.0 -56.0 16 7 -51.9 43.4 -52.8 18 7 -51.1 43.0 -52.0 8 7 -57.0 46.1 -57.9 9 7 -56.2 45.7 -57.1 10 7 22 45.4 -56.4 16 7 -52.3 43.8 -53.3 18 7 -51.6 43.4 -52.5 8 7 -57.5 46.5 -58.4 9 7 -56.7 46.1 -57.6 10 7 23 45.7 -56.9 16 7- -52.8 44.1 -53.7 18 7 -52.0 43.7 -52.9 8 7 -57.9 46.8 -58.8 9 7 -57.1 46.4 -58.0 10 7 24 46.1 -57.3 16 7 -53.1 44.5 -54.1 18 7 -52.3 44.1 -53.3 8 7 -58.3 47.2 -59.2 9 7 -57.5 46.8 -58.4 10 7 25 46.4 -57.7 16 7 -53.5 44.8 -54.4 18 7 -52.7 44.4 -53.6 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. 4) The design pressures assume the entire door's width is in the end zone (zone 5) of the building. 5) Most garage door openings will not be located completely in zone 5. Therefore individual calculations will result in lower pressures. 6) For mean roof heights less than 15', use 15' pressures. 7) This Table is only to be used in conjunction with Amarr Garage Doors. 165 Carriage Court • Winston-Salem, North Carolina 27105 Phone (336) 744-5100 • Fax (336) 744-5815 www.amarr.com ENTREMATIC EXPOSURE D Door Width Door Height Mean Roof Height Design Pressure Positive Negative 8 8 42.7 -53.4 00 42.4 -52.6 10 0 15 42.0 -51.9 16 0 40.6 -49.0 18 8 40.2 -48.2 8 8 43.2 -54.0 00 42.8 -53.2 10 0 16 42.5 -52.5 16 8 ___.!44).6 41.0-49.5 -48.8 Ifil8' 8' • 43.7 44.6. minim • • • •43.3 -53.8 WO 8 46.0 • -53.1 417 ••'+41.4 hiemail tQ.i• • i8' • 8 6 41.1 449.3 •'6•' 8 • • •44.1 y*5.'F - ��`� • • : 43.7 54.3 10 0 r 43.4 tl.: " 18 ift4iiFi.:. • ,:41.9 115,15.\NEI • 1.5 • 44.5 -55.6• -55.6•' 'bloom 44.1 -54.8 ' mMOM :W...43.8 "AI.' =MIN • 42.3 •51.0 X503• NEI•••.41.9 • • 44.9 -56.1 9 0 .• 14.5 -55.3 m0 20 44.2 -54.6 16 •' 42.6 -51.5 18 8 42.2 -50.7 8 8 45.3 -56.6 9 0 44.9 -55.8 10 8 21 44.6 -55.1 16 8 43.0 -51.9 18 8 42.6 -51.1 8 8 45.7 -57.0 9 0 45.3 -56.2 MB 8 22 44.9 -55.5 0 8 43.3 -52.3 18 8 42.9 -51.6 8 8 46.0 -57.5 9 8 45.6 -56.7 10 8 23 45.3 -56.0 m 8 43.7 -52.8 18 8 43.3 -52.0 8 8 46.4 -57.9 9 8 46.0 -57.1 10 8 24 45.6 -56.4 16 0 44.0 -53.1 18 8 43.6 -52.3 8 8 46.7 -58.3 00 46.3 -57.5 10 8 25 45.9 -56.8 16 8 44.3 -53.5 18 8 43.9 -52.7 •• • • • • • • • • • • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 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.miamidade.gov/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-Pro‘1uct control Seclian to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdidi (4-1J).• • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County„rappt Conttgl•,e� lion • (In • • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve theija Ica have this product or. • material tested for quality assurance purposes. If this product or material fails to perform ig tlle, accepted mapner, tha manufacturer will incur the expense of such testing and the AHJ may immediately revoke, rlipait,'or susderltlttie use of • • • such product or material within their jurisdiction. RER reserves the right to revoke this arceptarce, if itis dejerminei •; • • • by Miami -Dade County Product Control Section that this product or material fails to need the requi#fitdtttt of thg applicable building code.• • • .' This product is approved as described herein, and has been designed to comply with the Florida Turlding Code,. • including the High Velocity Hurricane Zone. • •• •• • • DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Seetionail Game posor up. • to 9'-0" Wide (DP +51.1, -60.3 PSF) APPROVAL DOCUMENT: Drawing .. IRC -9509-180-21, ti d "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, L. . . - = . it 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 # 13-0503.06 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 Expiration Approval Date: July 16, 2015 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0503.06" 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 "Submitted under NOA # 13-0503.06" 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 TA,S 202-9* •••• 2) Large Missile Impact Test per FBC, TAS 201-94 ..' 3) Cyclic Wind Pressure Loading per FBC, TAS 2036-94•• •••••• along with marked -up drawings and installation diagram of 9'x 7' Mode; 950D Heritage with . Durasafe, 24 ga Sectional Steel Garage Door, prepared by American.7esti ab, Inr. •Tess Report No. ATL 0311.01-03R, dated 06/22/2006, signed and sealed bbbhvid W?Joltttson, • P.E. "Submitted under NOA # 08-0718.01" • C. . • .. CALCULATIONS "Submitted under NOA # 13-0503.06" .• •. . . • • . • • 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04111/W13, sigfetf?t!d • • • sealed by Thomas L. Shelmerdine, P.E. • • • • • • . 2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, sigtred•attd sealed by Thomas L. Shelmerdine, 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 the 5th editi issued by Structural Solutions, PA., dated 04/08/201 Shelmerdine, P.E. E-1 no financial interest aled b, Tomas L. :14/1di/90° Carlos M. Utrera, P.E. Product Control Examiner NOA No 15-0505.11 Expiration Date: September 4, 2018 Approval Date: July 16, 2015 • le GA GALV. COWIERCIAL TOP ROLLER BRACKET ATTACHED V/(4) I/4' x 3/4' HEX HEAD SCREWS PER BRACKET ADJUSTABLE ROLLER CARRIER ATTACHE) V/ (2) 1/4' x 1/2' BOLT. 6 NIT PER )RACKET 3 5/8' 220*. R -TRUSS ATTACHED V/ (2) 1/4' x 3/4' HEX READ SCREWS AT EACH CENTER STILE 2' 10 HALL STEEL 5' MN STEN ROLLER TYPICAL TOP FIXTURES, NLS. SEE (TABLE 21 ON PAGE 9 F -RECOMMENDED SECTION CONFIGUR 140A. DURASAFE CENTER HINGE ATTACHED V/ (1) 1/4' x 3/4' NEX READ SCREWS TYPICAL DURASAFE CENTER HINGE° N.T.S. 1 4 SIILE1 LOCATION SE�eLE 3 roR STILE • ADJUSTABLE SLIDE BRACKET ATTACHED V/(2) 1/4-20 x 5/0' TRACK BOLTS AND (61T 14 OA DURASAFE AJUSTABLE ROLLER CARRIERS ATTACHED TO 3 5/0' 2268 R -TRUSS V/(2) 1/4' X 3/4' HEX HEAD SCREW 3 5/0' 2208. R -TRUSS ATTACHED V/ (4) 1/4' z 3/4' 14E8 HEAD SCREVS 9' 0 Mx INSIDE ELEVATION N.T.S. 14 GA DURASAFE END HINGE ATTACHED V/ (2) 1/4' x 3/4' HEX HEAD SCREWS DUCK EE(TABLE 1) ON PAGE 3 r0R STRUT SPACING 460. DURASAFE ROLLER CARRIERS ATTACHED TO END MILE V/ C3) V4' x 3/4' 11E0 HEAD SCREWS PER CARRIER 2' 10 BALL STEEL 9' LONG STEN ROLLER SLIDE LOCK ENGAGES INTO VERTICAL TRACK ON BOTH SIDES 5/0' NIN EIIGAGENENT (SNAP LATCH, OR LOCK 1AR OPTIONAL) ATTACH V/(2) I/4' x 9/4' HEN HEAD SCREWS TYPICAL DURASAFE END HINGE H.T.S. 2 3/4' NIN W/ PIE SEAL 20 GA. GALV. STEEL CND STILE 1 SIDERD 44 r (SVPPIIED BY INSTALLER) WITACNED VITN C) T 4414 TO DOORS SKIN AND (2> (3) ED GA CENTER STILES TOG -(-LDC AT THE TOP PND ATTACHED VITN (2) BOTTON RAIL TOG -L -LOC AT THE 70P AND (1) 7/le NA POTION RAIL AND ABIESIVE BOLT RETAINER TO INTERIOR FACE PER RORER 2' THICK 24 0A. NN EXTERIOR SKIN D/OAKEO ON POLYESTER FRESH STILE STIFFENERS (3) LOCATED IN HINGE HOLE(S) 0(V TOP SECTION 0111 HOLES F(0. STRUT ATTACHENT 11F STRUT IS ROARED) TYPICAL STILE STIFFENER ° N.T.S. MAW' % % f0. INCHES 5/16' x 1 5/0' LAG SCREV (1) PER JAMB BRACKET 5/8.1 X 22 DA (D 1/4-e0 x 5/8•TRACN 3 3/0' "4403"4403f SPLICE BOLT AND T PER .1044E BRACKET Y °ALV. STEEL MO( TRACK WERNESS .303' CONE VERTICAL JARS TRACK MOUNTING DFTAIISwR BEDRilDFlt)PT Q(0. R 0 N.T.S. •• ••• • • • • • • • • •• ••• •• • • OPTIONAL 0.1.0. VENT DETAIL° R. 2860. STRUT ATTACHED V/ 42) 1/4' X 3/4' REX HEAD SCREVS • .T ENDOBD C TER• • • • • ES• • ••• • • • • • •- • • •• • • • 2 GA CONKERC1AL TRP FIXTURE ATTACHED V/ (4) I/4' x 3/4' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V/12) 1/4' x 1/2' BOLT AND HUTS 3 0A. FLAG BRACKET ATTACHED TO VDOD JAHB V/ (3) 5/16 DIA X 1-5/16 186 BOLTS AND TO TRACK V/ (4) l/4'-20 z 5/0 TRACK SPLICE BOLTS AND NUTS (I) 3 5/0' MA R -TRUSS PER SECTION END HINGE 14 0A. SP//1.1((02 1I /4024280 AT 124(5 (0224100 SECURC ,(24X0 (33) 0/110' CIA. 0.,10201/20. 1x 0/0' IAO BOLTS (1) 5/15' CA x (-5/0' LAO 00LT ATTACHED 10 JAMB AT EA JAMB BRACKET 3 5/8'4X22 GA (3 5/24' R -TRUSS) GALV. STEEL R -TRUSS ATTACHED V/ (4) (/4' x 3/4' HEX HEAD SCREWS AT EACH END STILE AND (2) 1/4' X 3/4' HEX HEAD SCREWS AT EACH CENTER STILE U 2' 200A STRUT AT 0011011 PANEL ONT. STEEL RETAINERPKOD4.JCI AMV19120 V/ 80TTON SERI_ y •M Id Ham. Cor Assopurel No L 12 OA 0/18. STEEL 41.18 BRACKETS ATTACHED. R/ (I) 1/4'-20 TRACK SPLICE BOLT & NUT E (TABLE 3) CR PAGE 3 OR JAMB BRACKET SPACING CONFIGURATION FOR B'8' UP TO 14' TALL DOORS SECTION A—A (SIDE VIEW) 8.1.5. (EV 0ESOPDY1 IT 111190) DAIS BY A KH4AMIN 1021D8361193.8'6 &ICS KO 03-1146 5X8 8 U62152T82250 10/2/11 (96 LARGE MISSLE IMPACT RESISTANT 2' 10 BALL STEEL 5' $111 STEN ROLLER ••• ••• • • • • • • TYPtAL•DOTTIS1 BRACKET° :.T. . • • DOTTER BRACKET 13 GA ATTACHED V/(3) V4' X 3/4' HEX HEAD SCREVS •• • • • • •• PRODUCT CT WIVLSED M wvglYL 0 Maeda E11609w { Code ND HAP 21.Q.Ctrr 165 CARROm COIRT v1NSTON-SALEM, N.C. 27105 VVVANARR.CIR MODEL 960 HERITAGE (24 GA) 1000, 2000 MODEL 655 OAK SWAMI (24 0A) 1000, 2000 SHORT, LONG, PLUSH, AND OAK SUMMIT PANELS 972 HEMP KJ 0AIL 01/10/03 ORIYWC hT•8ER B amwD 6Y A72 (AI2 01)14/63 IRC -9509-180-21 SNIT 1 OF 3 • 'KuX. Dooci SPECIFICATIONS ANO NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK 1HE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM 111E DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230.0 LBS/FT & -271.4 LBS/FT 3. DOOR AND HARDWARE WILL 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 PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGIME() PROFESSIONAL ENGINEER FOR VEND 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 LAD SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MNL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT 1112 SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS TRH 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. WON 9'0' �-- DESIGN LOADS +230.0 LBS/FT -271.4 LBS/FT 111111It1111 SEE NOTE 2 WOOD JAMB ATTACHMENT TO STRUCTURE P X 6 VFRTIFAI .16445 ATTACHHFNT TD Minn FRAME STRUCTIRF 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 20' O.C. (1 I/O' EMBEDMENT) I SLEEVE ANCHOR X 2-33/' STARTING R' FROM ENDS TEEN 18' 1 1/4,EMBEDMENT) IIW/RANSET REDHEAD (IRU-B0.T) 3/8' X 4' STARTING 6' FROM ENDS THEN 24. TLC. (2 1/2' EIW EDMENT) X 3' TITEN SCREWS STARTING (3' APART) AT B' D.C. (1 1/2' 214BEDMENT) 1111T1 1/4' X 2-3/4' KWIK-CON 11* SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' 6C. (1 I/4' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90 BI OCK (2000 PSI GROUT) HILT' SLEEVE ANCHOR 3/0' X 2-3/4' STARTING 6' FROM ENDS THEN 22' GC. (1 1/4' EMBEDMENT) (DR, USE FASTENERS FOR HOLLOW 5-90 BLOCK) ■LAGS AND BOLTS CAN BE COUNTERSUNK TO PR0010E A FLUSH !WONTING SURFACE. RPREPARATIDN OF V000 JAMBS BY OT • AVAILABLE TRACK C N.T.S. ••• ••• • ••• • • • • • • • • • • - • • • • • •• •• • • • • •• GROUTED BLDG STRUCTURE 4' 4' ('RODUCT REVISED ncomWy/4• ththePWida IIrR6tgC6B0 �,.nB.CG Holly Arcaprosea/11If14 ./'A.-,Iyr R09 MVO CF MOMS DAH OK A AIRM101A201 TEC MD3.6060G3/D01I 06-1146 SO D OWE PRE 2140 10/0/11 DRC MAX SIZE .--fl 0 DESIGN LOADS 5 J,.....................P.. G N,Oo �t +61.1 PSF Y3i �o Q„s,„!..... • v\ SF•.� Q e -00.3 PSF 1kg?;?•' i OI •.'2� a Z1 6` EI ir El, til M„•,/ •CCs8a El • STATE OF .res jF LARGE MISSLE _ RESISTANCE IMPACT "u' S' �IOO�0 .. r4 1 OQ'6..•• 2. g 04?/Oi4gCc11`� 44 " FL '11unu"1 >a„ d _V" trr IQ CARRIAGE CURT VINSTON-OALEN, NL 271117 VWAI9OLCMI YODEL 050 HERITAGE (24 OA) 1000, 2000 ((0211, 655 OAK 6111IMIT 024 GA) 1000, 2000 SHORT, L0N0, FLUSH, ANO OAK SUMMIT PANELS SE f6ATNIH CU 0010 03/11/03 WAIN OMR' B mar ut DML o3p1/63 IRC -9509-180-21 BED 2 IF 3 • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP #2 01.2" i -:;:tog mg #6 .F...._1 F ,773,777.77! G -I T egirr 7' 5 1/2 16" 37" 58" 13' 6" 21" 21" 21" 76 1/2" .,...‘, V.4 8' 5 1/2 ...,...- ie. - ..-- 34" 52" ireisgat 70" tag ,-2414S 113!k 88 1/2" '.41810M.k 64/!: kl,Dt '.'..Olt"f OP qP444 18" .--'-'::;:i-lil 0'1",';'g 94iWk:, 9' 5 1/2" 13" 31" 49" 67" 85" :ILI'v aliig 100 1/2'' Vii4 §1,:9;24 WS -,i,`34..:1$:.4g 21" .71:6: Of '4-3:; V41AZI 10.414. 10' 5 1/2" 16" 37" 58" 76" 94" 10,6" 21" 112 1/2" ACM. 57,114 zov EOM A'0.4X 4,91)001 27" V.:444101;:•...;i'k,110.2. Mt 4-11!-,k 11' 5 1/2" 16" 34" 52" 70" 88" 106" 21" 124 1/2" klig.W SM.g., In.;:gr,,,:'.:_ MAW iMV evt -;':.90. ovii.,?w%.: 21" 4§01•10: 12' 5 1/2" 16" 37" 58" 79" 100" 118" ,OP 136 1/2" 4.26- 0-s1/2 '?:113=li i'341 t,0:,'t1 mr. p88 106 lA24m142W2li. 13' 5 1/2" 16" 37" 58" 76" 94" 112" 130" 148 1/2" SAp01z,:q :.5211Niqk ag44 MN 'Y MI Act rm Y±4116M0137Z, 14" 14' 5 1/2" 16" 37" 58" 79" 100" 121" 142" 160 1/2" TABLE 3 TABLE 2 DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #6 #7 #8 F--altRai i2dt OT ..2.1.A 21" k20 Mg a12 1-0* 13' 6" 21" 21" 21" 21" 21" 18" 18" 21" tr1'0Yit 1,,alx tag ,-2414S 113!k PiW an ofo wk. 12' 6" 21" 18" 18" 18" 18" 18" 18" 21" 12' 0" wg:,420 76.500 :,F21' '215 :ILI'v aliig Iv.. .,,-.7 -,,-. 11' 6" 21" 21" 21" 18" 18" 18" 21" N'tivio Ott,:i 004; dK) VFW tI8N1,4.012th 8110 Long 10,6" 21" 21" 21" 21" 21" 21" 3" 34100;:kZ12;1:ii 27" 21V- Mt 4-11!-,k i.,104, ratt 9'6" 21" 18" 18" 18" 18" 21" 9'0''r ,18 iite: AP MAW 4$11 4.10., 8' 6" 21" 21" 21" 18" 21" ,Z„N 9' ",,-,,:-'- 1 ,OP '6" 18" 18" 18" 78" itigiO4t1 01.# i-2gi IIV: *it 100" MOtt :-'04-' '04'y knit DOOR HEIGHT:. TRACK ATTACHMENT SPLICE 1st 2st (n) (In) BC l'.416 04 D E F GH Long I J K L MN 71.375 S rn.°A.7k..,..A-4: ...,•141p.:4. fithAgogoA 7:'-V,36B4R.;.;•. 8'i2 ..-74i :::...t.6 r;!!.!A !.,I..fa Wa,_ s t;11.7.,A ial)'1:0; i?g6110itikoz aVv.580•A f#459:000AI;-.16:429.::7:i 8'14 7' 3" 14" 27" 38" 46" • 56" 68" :1:;:-0(100""' 1?f003044, :4141-M0.411Yr-071. 8'i5 Long 25.500 51.000 76.500 76" ,,,,.. -... -- -t,,.• • . t-- , - ,..‘ , .,,-.7 -,,-. . - i- -, . , . t , 5:1 'rl'Ir' fewN72.,...2.41.7 26.625 52.000 7"i ''''''i- f -I''' .... Aftiniftftilliftlift...1111.11111.111ft.ill.ftw, _ 8110 Long 26.500 53.000 79.500 _ . 27.125 53.000 78.875 8' 3" 14" 27" 38" 46" 56" 68" 78" Bead 27.625 54.000 80.375 88" ZOI AR EMIO '70 E.4.10E RA ti*'"' -': ,Z„N 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" MOtt :-'04-' '04'y knit Mg AO :0% !MA '104 f074 f.P§:-. ag44 10,:t tag .:M..,; 20:014 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 112" MO= 41-Z. DV .27.#,i fIC MC: 56' 6, ilOgi L iii.111()1 , ti, 'AA 4 :,. , ' KUM 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 124" tg,?:tagl Ilio 44,:,:i t--gp alg, tgliiiog il- ftzpigigilp; 107.9.1 igat fa tAgt;, !I -Aga 12' 3" 14" 27" 38" 481 561 : 6p. ; 7ir ; 8E11 oo: 110" 122" 136" T4c:44A111. MI iiKg '!VZI go.,:,!:40 'i Q' ARZ 001 4 „,!:. gaUla 13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" 0,36n.11%70% alt litt .51,RItif,C15§I -'-_§.§.V jar2.,..mag :gm 4201 :Uzi mg fof 40M 14' 3" 14" 27" 38" : 40" 06" 681 78: • 88%110" 114" 122" 134" 146" 160" • • • • • • • • • • ALL TRACK ATTACHMENT SPACNIOD+/- 2"A0Y0 16Th SYB 011 SPFEIB. 2 OR BETTER ONLY TABLE 4 section Width- (6) Panel Type Cee er Stile Location (Measured from Left Edge) 1st 2st (n) (In) 3rd (In) l'.416 04 11iiiii:k , •••.:424412431: Ae113.900.e tillaw. 8J0 Long 24.000 48.000 72.000 810 Bead 24.625 48.000 71.375 fq,481.2;:‘:' tapt6te ...,•141p.:4. fithAgogoA 7:'-V,36B4R.;.;•. 8'i2 Long 24.500 49.000 73.500 812 Bead 25.125 49.000 72.876 ial)'1:0; i?g6110itikoz aVv.580•A f#459:000AI;-.16:429.::7:i 8'14 Long 25.000 50.000 75.000 8'14 Bead 25.625 50.000 74.376 gkOW :1:;:-0(100""' 1?f003044, :4141-M0.411Yr-071. 8'i5 Long 25.500 51.000 76.500 816 Bead 26.125 51.000 75.875 8'18 Long 26.000 52.000 78.000 8'i8 Bead 26.625 52.000 77.375 ....-A . Aftiniftftilliftlift...1111.11111.111ft.ill.ftw, _ 8110 Long 26.500 53.000 79.500 8110 Bead 27.125 53.000 78.875 !fs;9 0 51.11NWirtr`P ..27 698". 1-.--.§'KQOP:f;f:11--V7AiliA9-44:. 00 Long 27.000 54.000 81.000 9'i0 Bead 27.625 54.000 80.375 PRODUCT R5ViNill) ownplAy *Ns Ns Flogide HonalotCodo ANNWOrw, No ex 04 18 Product Conant RH Mar= (E 22609 012 Si A ,911189011320719111:03.051,163,0E6 (6-11-20(6 8 1.1:00331DIEGZI0 10/13/11 MC 14AX1.1 vPSF i&'ii'1ni9.'rSHP1 % t,.•9. 0','' •oELOAos %:, -60.3 PSF 2,11 ess; No oonesn P * LARGE 015511N A P,,54f VO...‘ STATE OF u112:711 a: IMPACT RES1sTANCE )A r .......... A ..%% 3Vg GT F L 21 165 CARRIAGE COURT NC. 27105 VVV.AITARILCOM MODEL 950 HER1TAGI (24 GA) 1000, 2000 MODEL 055 OAK SUMMIT (24 GA) 1000, 2000 SHOW, LONG, FLUSH, AND OAK SUMMIT PANES StI 0212110 0J OAK 01/12/03 UMW IMO B coney AM DAIE etinict IRC -9509-180-21 Sal 3 If 3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •