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WS-10-2011Inspection Number: INSP- 156866 Permit Number: WS -11 -10 -2011 Scheduled Inspection Date: March 07, 2011 Inspector: Bruhn, Norman Owner: SMITH, DAVID Job Address: 9312 NE 9 Place Project: <NONE> Contractor: ALLIED DOORS INC Building Department Comments REPLACE ONE EXISTING 8X7 OVERHEAD GARAGE DOOR Passed fr'7 -7 Failed Correction Needed Miami Shores, FL Re- Inspection Fee March 04, 2011 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments Z6- For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060070070 Phone: (954)942 -8550 Page 30 of 30 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle Owner's Name (Fee Simple Titleholder) / ,1�s Owner's Address 3l c2 /V C q f 4c6 p� Zip 3 3 / 3 City /1/ 0 AV C,� S State FL. Tenant/Lessee Name Phone # Job Address (where the work is being done) ?3/2 /1/ PLAeG' 3 3i 3r City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # / / a. 3 oZ.0 00 7 - 00 7 0 Is Building Historically Designated YES NO X Contractor's Company Name/ILL/6D Doo ae5 SO e,,_ 7--,,,, Phone # —9 Td 1 - E 657 - ) Contror's Address / � cit /vJlP iv2 bd State " Zip 3 306 0 Qualifier Name De.47407.a 7/14 6J-L / Phone # 9SY r - 5 - 5 State Certificate or Registration No. c c 0 3 3 /37Certificate of Competency No. Architect/Engineer's Name (if applicable) Describe Work: U4LaPi /( Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofing p D',D / ! Siys/ ? Phone # 9 76! - 7 S7 N% Type of Work: ['Addition ['Alteration EiC/522iNG ['New ga. Permit No.atO " O1) Master Permit No. Phone # \0_ W P NOV 1. 2 2010 ID " Value of Work For this Permit $ (p/�.J : (,)6 Square / Linear Footage Of Work: i tgi Repair/Replace ❑ Demolition /-,'6 ("0466- ***************************************F ****** * * * * * * ** *** * * * * ** * ** * * * ** ** * * ** Submittal Fee $ a0•00 Permit Fee $ CCF $ CO /CC Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Zoning $ Notary $ Scanning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ _ ( ( See Reverse side -* Bonding Company's Name (if applicable) 1 Bonding Company's Address City State t Zip Mortgage Lender's Name (if applicable) V" 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 abyeltce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. / Sig NOTARY PUBLIC: i ra m Print: My Commission Expires: i in LYDIA M. LAROCCA Notary Public - State of Florida r i*A041 pi�8 4:1***rx �S Commission # DO 975463 Aonded Through National Notary Assn. is / * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) /4,4 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this / / The foregoing instrument was acknowledged before me this day of /1 d 201 , by)i{/ />) /1 •S /7�} - , day of po v , 20 Pa, byPF/WV/S g/I1A'/v a( who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: LYDIA M. LAROCCA Notary Public - State of Florida sm, Ili�1e: :hrt)44311411t1f. L ^MfterAIf1CUl4 Commission # DD 975463 Bonded Through National Notary Assn. / 0 Plans Examiner My Commissio Engineer Zoning 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 TYPE OF INSURANCE IN R SUBR POLICY NUMBER (MM/DD/YYY Y) (MM//DDIYYYY) UMITS INSURER(S) AFFORDING COVERAGE A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR INSURER B : 21 UUNJT2113 6/30/2010 6/30/2011 EACH OCCURRENCE $ 1,000,000 X PREMISES SES Ea occurrence) $ 300,000 CLAIMS -MADE X MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: ri LOC PRODUCTS - COMP /OP AGG $ 2,000,000 - 7 POLICY X F M: $ AUTOMOBILE UABILIY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMB (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ _ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS Y / N N / A I WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ I E.L. DISEASE - EA EMPLOYEE $ below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, K more space Is required) If Certificate Holder has requested to be listed as Additional Insured, please refer to attached policy form HG 00 01(06/05) A iJ CERTIFICATE OF LIABILITY INSURANCE DA 1 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(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). PRODUCER Commercial Lines - (561) 368 -2777 Wells Fargo Insurance Services USA, Inc. 2255 Glades Road, Suite 420A Boca Raton, FL 33431 -8509 CONTACT NAME: PHONE IAJC No. �) FAX No): ADDRESS: PRODUCER 43899 CUSTOMER ID # INSURER(S) AFFORDING COVERAGE NAIC # INSURED Allied Doors South Florida, Inc. 151 S. W. 5th Court Pompano Beach FL 33060 INSURER A: Twin City Fire Insurance Company 29459 INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : CERTIFICATE HOLDER ACORD 25 (2009/09) ER: 2023794 CANCELLATION REVISION NUMBER: See below 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 yr' asa. © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 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 ADM SUER POLICY NUMBER (MM/ (MM/DD/YYYY) OMITS INSURER(S) AFFORDING COVERAGE NAIC # GENERAL UABILITY COMMERCIAL GENERAL LIABILITY OCCUR ,tNSI�WVD INSURER C INSURER D : EACH OCCURRENCE $ INSURER F : DAMAGE TO RE TED PREMISES (Ea occurrence) $ CLAIMS -MADE MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: n LOC PRODUCTS - COMP /OP AGG $ POLICY E T $ AUTOMOBILE UABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accddent) $ $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' UABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFIC EXCLUDED? n (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA WC 45-57- 044 -06 03/01/2010 03/01/2011 X WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY OMIT $ 1,000,000 Location Coverage Period: 06/27/2010 03/01/2011 ClIent#: 63594 DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Coverage is provided for Allied Doors South Florida, Inc. only those employees 151 SW 5th Ct leased to but not subcontractors of: Pompano, FL 33060 I MIAMI SHORES VILLAGE 10050 NE 2ND AV 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 IVV Al .,.' A L CERTIFICATE OF LIABILITY INSURANCE D 11/10/2010 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). PRODUCER J. Smith Lanier & Company 11330 Lakefield Drive Building 1; Suite 100 Duluth, GA 30097 CONTACT NAME: PHONE FAX c1 (A/C. No): _(A/C. E-MAIL PRODUCER CUSTOMER ID #: INSURER(S) AFFORDING COVERAGE NAIC # INSURED Professional Management Services Group, Inc. Alt. Emp: Allied Doors South Florida, Inc. 4224 West Henderson Blvd. Tampa , FL 33629 INSURER A : Zurich- American Insurance Company 16535 INSURER B : INSURER C INSURER D : INSURER E : INSURER F : COVERAGES ACORD 25 (2009/09) CERTIFICATE NUMBER: 10F L100799923 The ACORD name and logo are registered marks of ACORD REVISION NUMBER: ©1988 -2009 ACORD CORPORATION. All rig reserve • Re; Roller Shaft Requirements Sincerely, k) Danny Joyner Product Engineer LTR35 -04 , r • 1 f i October 10, 2005 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS PO Box 288 • Winston - Salem, North Carolina 27102 -0288 • 185 C arriage Court. Winston - Salem, North Carolina 27105 Phone (336) 744 -5100 m Fax (336) 744 =5815 www.amarr.com • • • • • •• . • To whom it may concern: The roller shaft lengths indicated on wind load drawings are minimums. The intermediate rollers on some doors require nine inch shafts because they engage two roller carriers. The top and bottom rollers do not require nine inch shafts because they only engage one bracket, however; a nine inch shaft may be substituted. This substitution would in no way compromise the performance of the door under specified wind load or operating conditions. • • • • ..1 . . . . BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 by Miami -Dade County Product Control Division and °accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: Models 950/6551000 & 2000 Steel Sectional Garage Door (9' 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 Bead Panels ", sheets 1 through 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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. LIMITATION: 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 laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the rpecinmen were sefecWe'd from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only Boils • with yield strength of 32,000 psi or more shall be used to make door panels for Dade County under thisNoticar • • • Acceptance. • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F1orids,•and followed b}, the expiration date may be displayed in advertising literature. If any portion of the NOA is displayedt then it sha=1'B'e ekTne in its entirety. • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer oritedistributorslant,4111 be available for inspection at the job site at the request of the Building Official. • This NOA revises NOA # 08- 0718.01 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 09'4€01.03 Expiration Date: September 4, 2013 Approval Date: July 15, 2009 Page 1 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buldingcode Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 08-0718.01" 1. Drawing No. IRC- 9509 - 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 08-0718.01" 1. 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 06/22/06, signed and sealed by David W. Johnson, P.E. 2. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM -297, dated 04/09/03, signed by Robert Kelly. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by ETC Laboratories, Test Report No. 07 -816- 20337.0, dated 03/24/08, signed by Joseph L. Doldan, P.E. C. CALCULATIONS "Submitted under NOA # 08-0718.01" 1. Wood jamb attachment to structure calculations, prepared by Structural Solutions, P.A., dated 06/25/08, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance with FBC 2007, issued by Structural Solutions, P.A., dated 04 /27/09, signed and sealed by Thomas L. Shehherdinee P ; • "Submitted under NOA # 08- 0718.01" • • • • •• • 2. Statement letter of code conformance and no financial interest, issuerlby Struinti? • • Solutions, P.A., dated 06/30/08, signed and sealed by Thomas L. 5hehnerdine, P.E. • • •••• • • - G. OTHER • • 1. Notice of Acceptance No. 08- 0718.01, issued to Amarr Garage D'ooi4,•IXpprotttof 08/28/08 and expiring on 09/04/13. • to elf" : sv'tos M. ' era, P.E. • • Prof6ct ControtExal? ner • • NOA No 09+0604.03 Expiration Date: September 4, 2013 Approval Date: July 15, 2009 E -1 1OCA 11=11 11E1111 1 12 98 FxV. CO ERCTM. SCREWS ATTACHED 5/41* 11EX PER BRACKET TYPICAL TOP FIXTURES 4.Ts SEE CTAHE 2) ON PAGE 2 FUR I RECONEMED SECTION CONFIGURATION ADJUSTABLE SLICE BRACKET ATTACHED 44/0) 1/4-20 z 5/S' TRACK BOLTS AND 14 NSA 8261SME AJUSTABLE ROLLER CAS ATTACED TO 3 583' 28FA R -TRUSS 4/28 1/4 X 5/6 HEX HEAD 3 5/B' 2228 R- TRUSS MOOED V/ C4) 114 EAD SCREWS TABLE 4 M PACE 3 L (TABLE U ON PACE 2 FBU STU E PLACEMENT FOR STRUT SPACING 9'-0' NAX INSIDE ELEVATION N.T.S. TYPICAL DLRASAFE END HINGE O N.T.S. ADJUSTABLE 80158 CARRIER ATTA0E8 W 28 1/4' z 1/2' TELT L NUT PER BRACIET 3 5/2' 2228 2 -TRUSS ATTACHED V/ (2) 1/4' x 5/2' MX HEAD EADI cot= STILE s S701 ROLLER ENO 24055 ATTACHED MX HEAD TYPICAL DURASAFE CENTER HINGED 44.TS REALM CARRIERS ATTACHED 10 END VEX V/ K3) V4' M 3/9' 16X HEAD SCREWS PER CANNER 2' ID BALL STEEL 0 BALL 21252. 5' STEN MLER 9' LON 14004 ROLLER VENTICOL SLIM LOCK TRACK BOTH SIDES 5�re' KIN ENGAGOIENT COMMA= TO SHE 3603-1 (SNAP WON. BU LAIC BAR OPT@IAU ATTACH V/@) 1/4' x 3/41EX MAD SOENS 3 3/4' NM ti • E7M 1E SEAL ffi M 9N.V. 5704 OE STILE smERmX r ( BY � 8 � ATTIC TO 44 4 I r TH RS 0) 0211 . CEO 0) 22 68 a78ex II • • T0�11. -L$ AT 115 AT T Me VR (Q) • • • • 1X .• 0.O4iA0 TODi -LOCH . 'r • • • BUTTON NUN. AND • • • • FACE • • • CD 1/440 x 5/8TRACC `• R - "'t -- • • • • . ': SPLICE BOLT MO MT PER • • • • • • "O VAC= T •?AC1� INOU �O DFL e Immo Ts 5/12. x 1 5/5' LAO PER JAM 1�ICET 2' 04*. STRUT ATTACHED V HEX HEAD S AT END AND CENTER STILES 1498 0RASAFE CENTER HINGE ATTAOEO V/ (4) 1/4' z 5/B' HEX HEAD SCREWS STILE STIFFENMS — LLLT 7EV 04 H�LLDm W TIP 2802=( ONLY 0 0 TYPICAL STILE STIFFEPERO N.T.S. TYPICAL BOTT04 BRACKET N.Ts 2' TRIO( 24 0A. 1M1 EVER= SON 0-40 GALVANIZATION MD UM ON POLYESTER 95694 HILES FIR STRUT ATTACHMENT CIF STRUT 12 REWIRED) BRACKET TTWED V/C) 1/4 X 5/2' HEX HEAD SCREWS WITH A J3 9A 588097 SLOE( R -TRUSS PER SECTION END 1 1 1 I 33 caw AT BMOC P ■ V/ 2 STEEL RETAO6R 01704 2281. • SECTION A -A ( DSI E NEW) 9.15 GA CDMMERCIAL EP FIXTURE ATTACED V/ (4) 1/4 x S/2' HEX HEAD SCREW ADJUSTABLE SLOE BRACKET ATTACED WOO 1/4• z 1/2' BOLT MO NUTS 3 5/6'8 X 22 OA. 05/6' R- TRUSS) CNN. STEEL X -TRUSS ATTACHED V/ (O 1/4 x 5/8' HEX HEAD SCREWS AT EACH END STOLE ABU 817 1/4' x 5/8' HEX 9 SCREWS AT EACH CC(TER ®WOOD JAMB ATTACHMENT TO STRUCTURE 2 X 6 VERTICAL JAMB ATTACEDCIT TO HOOD MAW 9114801I61F 5/10' X 3' LAO SCREWS STARTER B' FROM ENDS T)IEN 24 O.C. (1 1/2' BE ENT) 2 X 6 762110*' J3mM2 ATTAPR6HAT TO 2 ATN1 P9 471NO9FTF MIT IONIC BOLT 3/6' X 4' STARTING IF FROM ENDS TMEN 24' 0.0 (2 1/2* EMBFJDERT) HILT SIEVE ANCHOR 3/B' X 2-3/4 STARO0 5' FROM ENDS THEN 18' 0.C. (1 1/4 ITWATAMET REDHEAD (1611-542.1) 3/d X 4' STARTING Mr FROM ENOS 1104 24' O.C. (2 ter EMMEN° 2 x 6 04140AI ND ATTACOIENT 741 0-90 a0 ( 58.11 REM ANCHOR 3/8' X 2-3/4' STARERS W PROM EB575 THIN Of 0.0. (1 1/4 ITIVALANSET TAPCON 1/4 X 2-3/4 STARTING 5' RRC11 ROB. USE PIERS OF FASTENERS (3' APART) AT 16' 0.0(1 1/4' 04011104T) *LAGS AND 90.75 CAC 22 COMMUNE TO PRONDE A RUSH MOUNTING SURFACE 4 PBEPAR4104 OF 8000 J2®S BY 4 104112111 ANO4O1 EDGE 061881E 2-3 4 *L40 1/3 INCREASE IN ANCHOR 82101001 LOAD 841E 10 SM81T 151E DURATION HAS SERA USED. 4At S PICS 1AA0O AT TICS LOCATION ttt ---- 18.4 6 5151 8 CA S1 NWis , ,,I �I ri u ii II n RATTLE 3) 424 PARE 2 MO BRACKET SPACERS PR001)0T283V19im TRACK CORGURATItI( FOR or UP TO 14' TALL DOORS • 14ae6Wrr2da F OLIUTY6W)SEp R; ._ es 00APIYAlsveldathonorkla aew BY /�j iCNa(doe 804 . - Pr9 M•91 TAY 8':Y �42P8N lF PEIffi 588 BT A 11R1/001 10 2091it NM. & R5 ANS 6-12-04 RB 94 51 2 '€ 9 X 14 DESIGN LOAO3 +51.1 PSF -50.3 PSF LARGE RISME IMPACT [RESISTANCE GA. FLAG BRACXEY ATTACED 70 V900 /NO V/ C2) 5/18 TM X 1-5/2' LAG BOLTS AND TO TRICK V/ CO 1/449 at 5/6 TRACK SPLICE DOLTS AND NUTS (1) 5/16' OA z 1-5/6' 1A0 MOLT ATTACED 15 OMB AT EA. .9YB 5R8XET 12 al CALK SHEET. ATTACHED V/�(1) 1/4' -20 x 5/8' M0( SPUCE 9OLT 6: NUT 2(082. 950 X228 (22. 6A) 1000. 2000 0 81001314. 8HORT. TONG, MINI, AND DAD P� 185 AMI E 0181 V86781-SN.0L NC 271256844418282 93 OMEN 81 dE OWN 280422= 8 aeouBT A¢ but wpm CRC- 9509 -18O-21 D9EEE 188125E 91560E PE Ix h 42695 9407 1 OF 3X5 ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • 000 • • • 0 • • DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #6 #7 #8 D lillgiilllii F G H 21" • 13' 6" 21" 21" 21" 21" 21" 18" 18" 21 " 1: 1 . - On ' _ 24" 21" 2 -' 18 °•' ` 48" :'18" 18° 21" 12' 6" 21" 18" 18" 18" 18" 18" 18" 21" DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP A B C D E F G H T '' SIN = 7' 111/LIMULiliEliall 8' 5 51/2' 16" " 7 49" . 67" — .. . 82.1/2" 52° 70° �- 88 1/2" �^,� �� 3 y 4" L � Nil L21511 9' 51/2" 13" 31" 49" 67° 85" - 1001/2° I la'r 10' 5 1/2" 16" 37" 58" 76" 94" - 112 1/2" 1.0' El 1 lallEakali FA 11' 11' G" ' 12' 51/2" ElkilEillffil 5 1/2" 16° 18" 34" 37" 52° 70" 88" 106" 1241/2" " 76" IMMAIMIIII 301 58° 79° 100" 118" 136 1/2" RMIllara 13' IIELALIVALALAURLIELai 14' 51/2" 5 1/2" 1 ^ EA 52" 70" EA 108" "`124" 142:1 16" 37° 16" 37° 58" 58" 76° 79° 94" 100" 112" 130" 148 1/2" 118" 13 . j 121" 142' 160112" TABLE 1 TABLE 3 TABLE 2 18" x '2 . 1 " 21N- , 2 " . " 21" 18" 18" 21" 1 ii'�: 21" 21" 21" 21" 24" 18 21" 18" 18" 18" 21" 18" 18 " 1 " 18" 11' 6" 11 1 ' 1)° 10'6" 10! 0" 9'6° 8 '0 d 8' 6" 8'O" 7' 6" =18" 21" 21° 18" 21" 18 "; 18" 18 1 8 21" 18" 21° 18" .18u, 21" 21" 21" 21" 21" 23" 21" 18" 21" 2r 18" 6' 6° 21" 18° 18" 21" ''21".' 24 " 18" 18" 21" 21" 18" 1210", , 21" 21" DOOR HEIGHT 6'6" 7' 8' 8''6 " '; 9' 10' 11' At 6", 12' 12'6" 13' 13' 14' TRACK ATTACHMENT � ® ' < . 5 5 6 " 78" 6 71: ®® 38n 46 56" 78" 88" SI ®® 38" 46" 56" 68" 78" 88 " 100 - v r '_�-s' ; ,q:' . W 3 . 2 - 8 INZIQMI 46 " M EilEgEitillPillai MillEAlklitailla QQn Pa u 78" 88 " 78" 88" 78" 88" 100" 110" 8'1 12 ': 100" 110" 122" 1:00 " 100" 114" 122" 111 1 e 3" 3" n n 3" 3 " " 14" 27" 38" 46" 56" 68" n • 7 n 3 14% 8" 78" AB C D E F G H 3" 14" 27'' 38" 46" ' 3" 14" 27" 38" 46" 56" 68" 3" , 14" 27' 38" 46" :56" 68"' 78" J 88" 100" K 114" L M N 122 ", 144" 122" 134" 146" SPLICE S 70" 76" 88" a4n 100" 112" 124" 136" 0 1: 148 154 " 160" L&ODUCT AEV►ssm as imi11';+�9 ° Wita iloN1� l °de INTERIOR OF GARAGE MAX. WIDTH 9 111111111111 025109 LOADS +230.0 LBS/FT gE NOTE 2 0-271.4 LBS/FT MAX SIZE 9 ■ 14' DESIGN LOADS +51.1 PSF —80.3 PSF LARGE MOIRE IMPACT RESISTANCE SPECIRCAn0NS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS 'TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANS TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB 09 HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230.0 LBS/FT & —271.4 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED 1MTH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) MN. EXTERIOR SKIN ROLLED FORMED, 0-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS IWTO 70• HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R -1RUSS PER SECTION 8. DOORS OVER (4) SEC1IONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL 82 DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WM LOADS INDICATED ON TH15 DRAWING IN ADDITION TO OTHER LOADINGS. ® 8. THE METHOD OF TESTING WAS N SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN ASTM 2330 -02, ASCE 7 -05, AND FLA. BUILDING 000E PROTOCALS TAS 201, 202, 203. 9. 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 FAMINES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SRALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE @Y LOOM CF 191935 Off 5T A 1RNV001A218 MICR 01998 ADD 8-8-51 WI SS DAME W T 112611:14411L01. fit 27I05 lellY ARIV:111 MODEL 950 TDTBCO= (24 04) 1000. 2000 0.D. 955 OA,[ SUMMIT (24 GA) 1000. 2000 SHORT. EORG. 9139$, AND BRAD PANELS 93 f0A! ET W LMff 8 BARB NM cas 8 0E07DL8 AAE 8/11, LMff ONO IRC -9509- 180-21 BOIETR SAWS L9MMiIlEPE1CIn SETT 2 5 30 • • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • • •• • • Section Width (0) Panel Type Center Stile Location Left Ewe ��� (In) 4n) (01) 71.488 9'O " , Shat =" - 24011 .: :48.000 8' 0 Long 24.000 48.000 72.000 8' 0 Bead 24.825 48.000 49.000 71.375 73.684 8y,2 ? ea* : .. '24.318'.; 8' 2 Long 24.500 49.000 73.500 8' 2 Bead 25.125 49.000 72.875 8' 4 :: Stlatt 24.580 81:00 " ..: 70.42( 8' 4 Long 25.000 50.000 75.000 8' 4 Beal 25.625 50.000 74.375 8' 6 ; 811gtr . :.26029 .. : 81.000 :- . 78:971 ? 76.500 8' 8 Lang 25.500 51.000 8' 8 Bead 26.125 61.000 75.875 8'8 .: $ktgtf: 4000 l000 :> 77:344 8' 8 Long 26.000 52.000 78.000 8' 8 Bead 28.625 52.000 77.375 8' 10 Stott" 27.034 53.000 78.988 8' 10 Long 28.500 53.000 79.500 8' 10 Bead 27.125 53.000 78.875 9' 0 , Shat ?" 27.596 514.00 0 80.4044 9' 0 Long 27.000 54.000 81.000 9' 0 Bead 27.825 54.000 80.375 ®TABLE 4 • • ••• • • • • • • • • • • • • • • • • • •• • • • • •• ••• •• : • • • • • • •• ••• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• •• •• • • • • • • • _PROCUCEMEWEED 1YDDUCTltB1qIED imo amply* .riutl• �srAO ACCIONOCINVA SEripitlim Amos= Nix 22 SWIM 6 Ell�S kT s 1 MAX SDE DESIGN LOADS +51.1 PSF -60.3 PSF LARGE NISSLE IMPACT RESISTANCE 165 CARRINZ COURT VD6Th$w.rx NZ anm VINMARRCIDI MOM. 050 616 (24(( OA) 000. MODEL L065. FLU20. 4WD DEAD Ppp, PAN= SE OWE El ME EMS OM NEB 8 0013 MME ma m 13 I11 9509 180 DOM 1a6I. MIME PEIC12O EN 965 7 6 S® • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• VGLV cl '* tt tIta m.t . ko ro 4- 330 ....• • • • • • •• •• ••• • ••• • • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • •• •• ••• • • •• •• ••• ••• • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • •• • • • ••• • • • • • • ••• • • • • • • • • • • • • • • •• •• • ••• • • •• • • •• 0 • - f 0 ECOND GUST WIND SPEED, EXPOSURE C Door W Door Haight Mean Roof Height Design Pressure Door Width 8 Door Height 8 Mean Roof Height 15 Design Pressure Positive Negative Positive +40.9 Negative -51.1 8 T 15 + 41.3 -51.9 +41.0 -51.2 9 8 +40.6 -50.4 16 7 +39.2 -47.7 16 8 +38.8 -46.9 18 +38.9 -47.0 18 8 +38.5 -46.2 8 7 16 +41.8 -52.5 8 8 16 +41.4 -51.7 9 7 +41.4 -51.8 9 8 +41.0 -50.9 16 7 +39.7 -48.2 16 8 +39.3 -47.4 16 7 +39.3 -47.5 18 8 +38.9 -46.7 8 7 17 +42.3 -53.1 8 8 17 +41.9 -52.3 9 7 + 41.9 -52.4 9 8 + 41.5 -51.5 16 7 + 40.1 -48.8 16 8 + 39.7 -48.0 18 7 +39.8 -48.1 18 8 +39.4 -47.3 8 7 18 +42.8 -53.7 8 8 18 +42.4 -52.9 9 7 +42.4 -53.0 9 8 +42.0 -52.1 16 7 +40.6 -49.4 16 8 +40.2 -48.5 18 7 +40.2 -48.6 18 8 +39.8 -47.8 8 7 19 +43.3 -54.3 8 8 19 +42.8 -53.5 9 16 7 +42.9 -53.6 9 8 +42.5 -52.7 7 +41.1 -49.9 16 8 +40.6 -49.1 18 7 +40.7 -49.2 18 8 +40.3 -48.3 8 7 20 +43.7 -54.9 8 8 20 +43.3 -54.1 j 9 7 +43.4 -54.2 9 8 +42.9 -53.3 `: 16 7 +41.5 -50.5 16 8 +41.1 -49.6 18 7 +41.1 -49.7 18 8 +40.7 -48.9 8 7 21 +44.1 -55.4 8 8 21 +43.7 -54.6 9 7 +43.8 -54.7 9 8 +43.3 -53.8 16 7 +41.9 -50.9 16 8 +41.5 -50.1 18 7 + 41.5 -50.2 18 8 + 41.1 -49.3 8 7 22 +44.5 -55.9 8 8 22 +44.1 -55.0 9 7 +44.1 -55.1 9 8 +43.7 -54.3 16 7 +42.3 -51.4 16 8 +41.8 -50.5 I 18 7 +41.9 -50.6 18 8 +41.4 -49.7 8 7 23 +44.9 -56.4 8 8 23 +44.5 -55.5 9 7 +44.5 -55.6 9 8 +44.1 -54.7 16 7 +42.6 -51.8 16 8 +42.2 -51.0 18 7 +42.2 -51.1 18 8 +41.8 -50.2 8 7 24 +45.3 -56.9 8 8 24 +44.9 -56.0 9 7 +44.9 -56.1 9 8 +44.5 -55.2 16 7 + 43.0 -52.3 16 8 + 42.6 -51.4 j 18 7 +42.6 -51.5 18 8 +42.2 -50.6 8 7 25 +45.7 -57.4 8 8 25 +45.2 -56.5 9 7 +45.3 -56.6 9 8 +44.8 -55.7 1 16 +43.4 -52.7 16 8 +42.9 -51.8 18 7 +43.0 -51.9 18 8 +42.5 -51.1 WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2007 FLORIDA BUILDING CODE (ASCE 7 -05) DADE COUNTY FLORIDA 146 MPH 3 -S Notes: 1) 2) 3) 4) 5) 6) 7) PO Box 288 • Winston- Salem, North Carolina 27102 -0288 165 Carriage Court. Winston- Salem, North Carolina 27105 Phone (336) 744 -5100 • Fax (336) 744 -5815 www.amarr.com rr GARAGE DOORS • • • • • •• • • • • • • • • • • • • • • ••.• •• • • • Design pressures calculated using calculation procedures listed in ASCE 7 -05 • • • • • • Pressures assume the entire door's width to be in the end zone (zone 5) of theft/Ming. • • • • • • • • •• •• • • •• Calculated based on enclosed building, any roof slope. • Importance factor 1.00, residential application. • • • • • •. For mean roof heights less than 15', use 15' pressures. Most garage door openings will not be located completely in zone 5. Therefo'se inrdiitidual • • •• • •••• • • calculations will result in lower pressures. • • •• • • Table to only be used in conjunction with Amarr Garage Doors.