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WS-12-1247Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 176513 Permit Number: WS -7 -12 -1247 Scheduled Inspection Date: July 31, 2012 Inspector: Bruhn, Norman Owner: REITER, CORY Job Address: 10430 NE 3 Avenue Miami Shores, FL Project: <NONE> Contractor: ALLIED DOORS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1121360130450 Phone: (954)942 -8550 Building Department Comments REPLACE 1 EXISTING 9X7 0/H GARAGE DOOR Passe /122/4.2 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 175513. No access. NB CG July 30, 2012 For Inspections please call: (305)762 -4949 Page 24 of 38 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 B I /111112, llIN Permit No. �s Z.. l�. - 1 41 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING �� OWNER: Name (Fee Simple Titleholder): r 1 C. K (_ O I� / Phone #: 3 05�— W ? — 6 1 Address: ! ©'t 3O /N(fqqG 3 AU e� �/ City: /1 / ( S 7� ZES State: F Zip: 33 / 3 3 Tenant/Lessee Name: Phone #: Email: ROOFING JOB ADDRESS: J o 43 3 A City: Miami Shores // County: Miami Dade Folio/Parcel #: 1 I' �. l 3 iC3 - C) 1 3" 4i57..) Is the Building Historically Designated: Yes NO Flood Zone: zip: [ 3 V- CONTRACTOR: Company Name: �C..�. l� �� ' S S'6 f LA 1 &tC Phone #: `1 °� q Add�P�. • i �7 CS � ,( '� G City: -8 h'f e J VI JL, - State: Zip: 3 3 4 60 Qualifier Name: Ls NU 'koM#rIJ ( Phone #: 57 9qc E5 State Certification or Registration #: � 03 3 - 13 7 Certificate of Competency #: v7 Contact Phone #..-7 7 . 8-6:56 Email Address: n l ) 4_C Q I ( 'd "' (00 r5, Co ry DESIGNER: Architect/Engineer: t/�s Phone #: Value of Work for this Permit: $ Type of Work: Addition Description of Work: R PL - 8, 7(l ST/ kiG � E De w DAlteration UNew ear Footage of Work: (O3 ep ❑Demolition 7 , * * * * * * * *** * * * * * * * * * * * * * * * * ** Submittal Fee $ 12.• 00 Permit Fee $ //() CCF $ CO /CC $ Scanning Fee $ P ' Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 J Bonding Company's Name (if applicable) Bonding Company's Address City State O Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City ' State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site such posted notice, the for the first inspection which occurs seven (7) days after the building permit is issued. In the absen inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was ac wledged b me this day oFICA -ty , 20 by eRy who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me this 3 day of daiG , 20 , etiPl S gOri C.C( known to me or who has produced as identification and who did take an oath. Sign: ei-,/ � , KY D Tom' - - - -- - Print: /' 1 ora. v ., — ,,,, MARY C. SHEA I My Commission Expires: I ,.� ° Notary Public - State of Florida I = My Comm. Expires Sep 25, 2015 I i r !rte pC '.,,� ,P o' Commission EE 101231 APPROVED BY . < *". Plans Examii (Revised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission E MARY C. SHEA Notary Public - State of Florida ,3 1 My Comm. Expires Sep 25, 2015 Commission # EE 101231 Structural Re Zoning Clerk PantztithY-uudzilmak: Carol F. Keys Keys Title Company 12700 Biscayne Boulevard Suite 401 North Miami, FL 33181 305 -891 -1600 File Number: K12 -112b 111111111111111111111111111111111111111111111 C=r11 2012R+042468? ,,, OR 8k 28151 Pas 3612 - 3613; (Ins) RECORDED 06/15/2012 13 152 543 DEED DOC TAX 1:470.00 HARVEY RUVIN: CLERK OF COURT MIAMI -DADE COUNTY: FLORIDA Parcel Identification No. 11- 2136 -013 -0450 [Space Above This Line For Recording Datal Warranty Deed (STATUTORY FORM - SECTION 689.02, F.S.) This Indenture made this bee day of June, 2012 between Rene N. Leoni, a single woman and Victor Leoni, a single man, grantor *, and Cory S. Reiter whose post office address is 10430 NE 3rd Avenue, Miami Shores, FL 33138 of the County of Miami -Dade, State of Florida, grantee *, Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO /100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County Florida, to-wit: Lot 1 and East !a of Lot 2, Block 120, of AMENDED PLAT OF MIAMI SHORES SECTION 5, according to the Plat thereof, as recorded in Plat Book 10, Page 47, of the Public Records of Miami - Dade County, Florida. Subject to taxes for 2012 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any. and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. * "Grantor" and "Grantee" are used for singular or plural, as context requires. DoubleTime. Book28151 /Page3612 CFN #20120424689 Page 1 of 2 43899 A 9R, CERTIFICATE OF LIABILITY INSURANCE DA 626/2012 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 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 Cindi Hankins NAME: PHONE 561 - 226 -6154 FAX 561- 226 -3581 No. Ext): (AM, No): _PVC. E-MAIL SS: cindi.hankIns @wellsfargo.com ADDFtE INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Twin City Fire Insurance Company 29459 INSURED Allied Doors South Florida, Inc. 151 S. W. 5th Court Pompano Beach FL 33060 INSURER B : 21 UUNJT2113 INSURER C : 6/30/2013 INSURER D : $ 1,000,000 INSURER E : $ 300,000 INSURER F : $ 10,000 COVERAGES CERTIFICATE NUMBER: 4527301 REVISION NUMBER: See below 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 INSR SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DDIYYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY 21 UUNJT2113 6/30/2012 6/30/2013 EACH OCCURRENCE $ 1,000,000 PREMISES (Ea occurrence) $ 300,000 MED EXP (Any one person) $ 10,000 CLAIMS -MADE X OCCUR PERSONAL & ADV INJURY $ 1,000,000 X $ODeductible GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP /OP AGG $ 2,000,000 GEN'L AGGREGATE -1 POLICY X LIMIT APPLIES 78. PER: LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — SCHEDULED NON-OWNED AUTOS COMBBINdI IED SINGLE LIMIT BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENT ON $ 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 WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If 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) CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES ATTN: BLDG&ZONING DEPT. 10050 NE 2ND AVENUE 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 96.4a... The ACORD name and logo are registered marks of ACORD ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. MIAMMADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 Carriage Court Winston Salem, NC 27105 SCOPE: p ,- p,l L 6 .. rL MIAMI- DADEQOUNTY PRODUCa tONTRDL SECTIO'N - 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /sera/ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ' DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 9' -0" Wide APPROVAL DOCUMENT: Draw' "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, o _, - , , ,� i 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, F.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. ADVE TISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expnit}gn d�� yed in advertising literature. If any portion of the NOA is displayed, then it shall be done IN shal Th; this entire NOA shall be provided to the user by the manufacturer or its distributors and Lion at the job site at the request of the Building Official. #r079-0604.03 and consists of this page 1 and evidence page E -1, as well as approval Ye. tatj"on was reviewed by Carlos M. Utrera, P.E. NOA No 12- 0228.1 Expiration Date: Sep e , Approval Date: May 3, 2012 Ptige 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9509- 180 -21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels ", sheets lthrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12- 0228.09" "Submitted under NOA # 08-0718.01" 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01 -03R, dated 06/22/2006, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 03-0502.01" 4. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM -297, dated 04/09/2003, signed by Robert Kelly. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by lutions, PA., dated 04/18 /2012, signed and sealed by Tomas L. S ; lmerdine, P.E. �'' t#1y01Z Carlos M. Utrera, P.E. Product Control Examiner NOA No 12- 0228.12 Expiration Date: September 4, 2013 Approval Date; May 3, 2012 ADJUSTABLE ROLLER CARRIER ATTAINED WI CB) 1/4' x 1/E' HILT & NUT PER BRACKET COMMERCIAL 13 GA, TDPGA ROLLER BRACKET ATTACHED 5/V 110 HEAD VSCREWS PER BRACKET 3 8/8' 055*. R -TRUSS ATTACHED W/ Ce) 1/4' x 5/8' HEX HEAD SCREWS AT EACH CENTER STILE 10 BA1A STEEL 5' STEM ROLLER TYPICAL TDP FIXTURES N.T.S. SEE (TABLE e) ON PACE E' MR - REC@DNNEED SECTION COJFIOJRATIEN 140A. DURASAFE CENTER HINGE HINGE Asp °D HEX HEAD SCREWS TYPICAL DURASAFE CENTER HINGE N.T.$ <TO7 Mil ---I Ia —�� THROUGH H LIA ADJUSTABLE SLOE BRACKET ATTACHED V/E! 1/4-20 x 8/e' TRACK BOLTS AND 14 GA DURASAFE AJUSTADLE ROLLER CARRIERS ATTACHED TO 3 5/8' 28GA R -TR000 V/01 114 X 5/8 HEX HEAD 3 5/13' BBGA. ATTACHED WITRUSS(4) 2/4 HHE D' CSCR' EWS S3/ 1M IO. SIDEARM SEE TABLE 4 ON PAGE FOR STILE PLACEMENT 9'-O' MAX INSIDE ELEVATION N.T.B. 4 GA. DURASAFE END HINGE ATTACHED W OD 1/4' x 51W HEX HEAD SCREWS 4GA. DURASAFE ImLER CARRIERS ATTACHED 10 END STILE WI 43) 1/4' x8/8' HEX HEAD SCREWS PER. CARRIER SEE STRUT SP�AGE E O BAIL STEEL 9' LONG STEM ROLLER 2' THICK 24 OA. ION EKIEBOR SKIN w/BAKED 01 POLYESTER FINISH STILE STUTTERERS 0) LOCATED IN HINGE IDLES) ON TOP SECT° 1 ONLY HILES TOR STRUT ATTACHMENT OF STRUT IS REBADED) TYPICAL STILE STIFFENER° N.T:S WE LOCK E2DAOE3 INTO VERTICAL TRACK 141 BOTH SIDES 5/W KIN ENGAGEMENT (SNAP LATCH. IR LOCK B R OPTIONAL) ATTACH V/(8) 1/4' x 3/4'IEX MEAD SCREWS TYPICAL DURASAFE END HINGE ° NTS. BY INSTALLER) GD e0 00. CENTER STILES ACHED WITH OD 11234.-1.0 A AND 3011°4 RAIL AND ADHESIVE TO INTERIOR FACE END STILE 80 EL DALY. ATTACHED WITH �Q) TOC■L TO DOOR SKIN AND (0 TGG -L-LOC AT � ),1 AMER E 8/18' x 1 5/8' LAG JAMB BRACKET ATTACHED V OD 1/4' X 5/W SCREWS HEX AT END � � 5/B'H X88 GA m 1/4-20 R 5/8'IRACX JAMB NRif PER 0 5/8' R-1Ri f TRACK 11012 5 COWL VERDCRL JAMB KO- OR SPF TRACK MOUNTING DETAIL (ND. 2 c) RMS. GA CONNERCIAL TCP FDMIRE ATTACHES V/ (4) 1/4' x 5/13' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED W/0 1/4' x 1/E' BOLT MD NITS R -TRUSS PER SECTION END J GA. ® FLAG BRACKET ATTACHED TO V V/ 0) 5/18 DIA. X 1 -5/B' LAD BOLTS MID TO TRACK W/ (4) 1/4' -19 x 8/8 TRACK SPLICE BOLTS AND NUTS TRACKS AT THIS LOCAATIIOgNC, NUN$ _ 1.110 ALTO JAMB 1510 (3) 5/18' DIA. 6 1 -5/S' 1) 8/18' DU. x 1-5/8 LAO BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 3 5/80 X BE GA. 03/8' R-T GALV. STEEL R -TRUSS ATTACHED V/ (4) 1/4' x 8/G' IEX HEAD SCREWS AT EACH END STOP AND (e) 1/4' x 5/8' HEX HEAD SCREWS AT EACH CENTER STILE STRUT AT BUTTON PANEL W/ . STEEL RETAINER 207784 SEAL. SECTION A —A (SIDE VIEW} N.T.S. SEE 12 OA. RALV. STEEL ATTAIRD 1 1/4' -20 TRAIN T A NUT (TABLE 3) ON PANE e .12420 BRACKET SPACING TRACE( CONFIGURATION FOR e'V UP TO 14' TALL DOORS LARGE IVISSLE IMPACT RESISTANT g5'OSTTE STEEL EN NEILR 301301 BRACKET 13 ATTACHED MEAD SCREWS TYPICAL BOTTOM BRACKET® N.T.S. PRODUCriEVNIED Agogtores • BEY COECIVION ff MEM DME BY A RWINRNWODF0C11/ELBSATSS*OfD 51-11-08 SRI 8 NOIBDWRCOU 10/13/11 EC MAX SIZE 9'x14' DESIGN LOADS +51.1 PSF -50.3 PUT LARGE RISME RESISTANCE e01161SNE(j ,s a, °Q5 e, .t No 0040579 'RA bte PI� °jSPb,efissNo I 9X na Do,k 165 CARRIAGE COURT W9BURFSALEIL NC. @1105 WW.AI1445660I MODEL. 950 =RTPA&E (94 GA) 1000. 2000 MOBEI. 055 OAK SUTADMS (24 0A) 1000, E000 MORT. LONG, PIdIOE. AND OAK SVW&?T PANELS SK ORM BY 0d ME 03 MO NMI B GEOID OT ALE SE 91(11/0O IRC-95O9- 180-21 ERMA 120/IT I. DIMES I. SMAIDIE PEUO.Bn00MER SEA 1 ff 3 7 TABLE 1 DOOR HEIGHT 7' 8' STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) B 0 D © ©111E11 ® ® 58" I=MIN� tI ®70 "Mel 18° 9' ®®® itgoital 10' 11' TOP T 76 1/2" 88 1/2" ti- 12' 13' 14' 51/2" 16" 16" 16° 58" 58" 58° 79" 76" 79" 100" 94° 100" 118" 130" 136 1/2° 1481/2° 142" 160 1/2" TABLE 3 DOOR HEIGHT (i 7' 8' TABLE 2 DOOR HEIGHT 13' 6° 12'6° 11'6" 10' 6° 9'6" 8' 6" l ?4 T 6" 6' 6" SECTION HEIGHTS Btm I0 #4 ENER:lissat ' ..2K i1-w r f:. E #6 r® 5 #8 18° 18" ®®® Mil Mill i r, 21:1 18" 18" 18" 18" 18° 18" ®®®I ...z rMk_: 18" 18" 18" 18" 18" ® 18" 18" 18" TRACK ATTACHMENT 0 B D 14" 38" s:�ax ® ©0 ©00 ©0®© .111= MI NM MOM 9' 10' rya ® 14" I 1.1 ® 14" 14" 11' 12' 13' 14' _ r ® 14" L, li r� i71 LA 14" ifia 38" 46" 56" 56" 68" 68" 78" ---111111-- 38" 46" 56" 680 78" 88" . "s 14" 38" 46" 56" 68" 78" 88" 100" 38" 38" 38" 38" 7 E: 46" 46" 46" 46" i;. 56" 56" 56" 56" kI 68" 68" or , 68" si 78" 78" 78" 780 • 8 " 5r" 88" 88" 88" 100" 100" 100" 100" 110" 110" 114" [ drr 122" MEM MAIM= 122" 146" AU. TRACK ATTACHMENT SPACING +/— 2" ALLOWED WITH SYP OR SPF NO. 2 OR B.i tH ONLY SPLICE S 76" 88" 100" 112" 124" 136" 148" 160" SPECIFICATIONS AND NOTES 1. AU. THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACO, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230.0 LBS/FT & —271.4 LBS/FT 3. DOOR AND HARDWARE VAU. BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0218) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 0. DOORS UPTO 70' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/80 R —TRUSS PER SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGSIRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E -8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR. THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. INTERIOR OF GARAGE —«- MAX. WIDTH 9'D' + DESIGN LOADS +230.0 LBS/FT —271.4 LBS/FT IINEMMUNII SEE NOTE 2 El El 9E30IPm, aF 1ISESIS ARARRGR Bwag 14D. BB1E0A2ID MAX 114' DESIGN LO +81.1 PSF —80.3 PSF LARGE MBSSLE IMPACT RESISTANCE ODE AB -11-03 92 Main 214 INS CARRIAUC WART VOWT N- SALEM, INC. 27115 intWINARR.CON MODEL 980 TE"AGE 24 GA 1000, 2000 MODEL 055 OAK SUMMIT 24 GA) 1000, 2000 DBMS CD 01 100 BY ME TWX SAO 120518 MEWS L MOWN P.E. IE. lb. ODES= WM NIGER ITC- 9509 - 180-21 9EEI 2 0'3 WOOD JAMB ATTACHMENT TO STRUCTURE 0/166% 3' LAGLSCREWS STARTING 6' FROM ENDS THEN BY 6C. (I 1/2• EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO 2.000 PSI CTNCRFRF HD.TI KVD( BOLT 3/8' X 4' STARTING 6' FROM EMS THEN 24' O.C. (2 1/2' EMBEDMENT) HILTS SLEEVE ANCHOR 3/8' X 2-3/4• STARTING 6' FROM ENDS THEN 18' O.C. C 1/4' EMBEDMENT) IN/RNCSET REDHEAD (TB1 -BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' SIC. (2 1/2' EMBEDMENT) X 6 VERTICAL JAMB ATTACISIEN[ TO HULL Ow C -90 Si OCI( 1/4' X 3' TITEN SCREWS STARTING TARTING 6' FROM ENDS, USE PAIRS OF FASTENERS 43' APART) AT 8' OG tt 1/2' EMBEDMENT) HILTS 1/4' X 2-3/4' KVIK -CAN IS+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS Ci' APART) AT 8' GC. (1 1/4' EMBEDMENT) 2 x 6 VERTICAL JAMB ATTACHMENT TO GROUTED C -90 BLOCK (2000 PSI GROUT) HILTS SLEEVE ANCHOR '3/8. X 2 -3/4' STARTING 6' FROM ENDS THEN 22• ac. tt 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) RUGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 1/PREPARATION OF WOOD JAMBS BY OTHERS L!' L'Jf2,'f! t RY DESWP00l OFSE0015 OFK IV A APNATEN DES IBnIO8.98$I(SAOED O4-11 -01 SAS S OD®DBCBDD 15101 WC 4a4 /16t /llAl /F,,I ]eDAX oos� S(f ( o, 0ESIa4 LOADS Oo��Q.�•`G1E cMF�'�i'4, +81.1 PSF 4. O, LARGE MISS12 - 0.3 PSF .,�; NO 13046579 �• C' TATA�O �sT� E ,P' >,�, s� o � �a�p�' 'inn NA i 1W CARRIAGE WORT VUR121-SAG34 N6 EROS VW#MARRS011 1(0021. 960 HERITAGE (24 GA) 1000, 2000 NOMEL 1155 MOST, LONG,,55A � OAKK WNW ' PPANEIS SIE DRAIN ST NJ IlE 0I2TD3 Imam B moor ME OME D,%) SRC- 95O-180 -21 GSM 5310 3L 811151305111 IC. NA Wl0JSJ SEE( 3 6 3 )0q0 F4S 3.°( Awe I, f. o (2'0 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 8 15 352 -44.0 9 7 35.3 -44.0 -43.4 16 8 15 33.4 -40.4 7 33.5 -40.4 8 7 _ 36.1 -45.3 9 7 9 35.7 -44.6 16 7 16 34.2 -41.6 18 7 18 33.9 -41.0 8 7 8 36.5 -45.9 9 7 9 36.2 -45.2 16 7 17 34.7 -42.1 18 7 18 34.3 -41.5 8 7 8 37.0 -46.4 9 7 9 38.6 -45.8 16 7 18 35.1 -42.7 18 7 18 34.8 -42.0 8 7 8 37.4 -46.9 9 7 9 37.1 -46.3 16 7 19 35.5 -43.1 18 7 18 352 -42.5 8 7 8 37.8 -47.4 9 7 9 37.5 -46.8 16 7 16 35.9 -43.6 18 7 18 35.5 -43.0 8 7 8 382 -47.9 9 7 9 37.8 -47.3 16 7 21 362 -44.1 18 7 18 35.9 -43.4 8 7 8 38.6 -48.4 9 7 9 382 -47.7 16 7 16 36.6 -44.5 18 7 18 36.3 -43.8 8 7 8 38.9 -48.9 9 7 9 38.6 -482 16 7 16 36.9 -44.9 18 7 18 36.6 -442 8 7 8 39.3 -49.3 9 7 9 38.9 -48.6 16 7 24 37.3 -45.3 18 7 18 36.9 -44.6 8 7 8 39.6 -49.7 9 7 9 39.3 -49.0 16 7 25 37.6 -45.7 18 7 18 37.3 -45.0 Notes: 1) 2) 3) 4) 5) 6) 7) EXPOSURE C Door Width Door Height Mean Roof Height Design Pressure Positive Negative 8 8 352 -44.0 9 8 34.9 -43.4 16 8 15 33.4 -40.4 18 8 33.1 -39.7 8 8 35.7 -44.6 9 8 35.4 -43.9 16 8 16 33.9 -40.9 18 8 33.6 -40.3 8 8 362 -45.1 9 8 35.8 -44.5 16 8 17 34.3 -41.4 18 8 34.0 -40.8 8 8 36.6 -45.7 9 8 36.3 -45.0 16 8 18 34.7 -41.9 18 8 34.4 -41.3 8 8 37.0 -462 9 8 36.7 -45.6 16 8 19 35.1 -42.4 18 8 34.8 -41.8 8 8 37.4 -46.7 9 8 37.1 -46.1 16 8 35.5 -42.9 18 8 352 -422 8 8 37.8 -47.2 9 8 37.5 -46.5 16 8 21 35.9 -43.3 18 8 35.5 -42.7 8 8 382 -47.7 9 8 37.8 -47.0 16 8 36.2 -43.7 18 8 35.9 -43.1 8 8 38.5 -48.1 9 8 382 -47.4 16 8 36.6 -442 18 8 36.2 -43.5 8 8 38.9 -48.5 9 8 38.5 -47.9 16 8 24 36.9 -44.6 18 8 36.6 -43.9 8 8 392 -49.0 9 8 38.9 -48.3 16 8 25 372 -44.9 18 8 36.9 -44.3 arr GARAGE DOORS -57,5 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 multiplied by 0.6 to convert to the nominal (ASD) design pressures shown. Pressures have been calculated based on an enclosed building, any roof slope, Risk Category 0, residential application. 1a %% 0 8 4 a ®R a "® assume design pressures the entire door's width is in the end zone (zone 5) of the building. 04 S �J[ 49 Most garage door openings rill not be located completely in zone 5. Therefore individual calculations will result in lower pressures. For mean roof heights less than 15', use 15' pressures. This Table is only to be used in conjunction with Arrarr Garage Doors. 165 Carriage Court • Winston- Salem, North Carolina 27105 Phone (336) 744-5100 • Fax (336) 744 -5815 wrww.amarr.com ..* ** G E f►f S'?.4'.6%, 048579 \ 4 o � � O a tl".11-FEE STATE OF o kb: it sja °.