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WS-14-2803Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-225772 Scheduled Inspection Date: February 26, 2015 Inspector: Rodriguez, Jorge Owner: CASE, JAIMIE MANCHAM Job Address: 41 NW 107 Street Miami Shores, FL 33138-4306 Project: <NONE> Contractor: JS CONSTRUCTION 2 LLC Permit Number: WS -12-14-2803 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (941)875-5085 Parcel Number 1121360070450 Phone: (305)969-1130 :suuamg ueparEment toomments REPLACE EXISTING GARAGE DOOR AND FRONT DOOR Infractio Passed Comments INSPECTOR COMMENTS False February 25, 2015 For Inspections please call: (305)762-4949 Page 10 of 40 Inspector Comments Passed Em— Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. February 25, 2015 For Inspections please call: (305)762-4949 Page 10 of 40 t �-� Miami Shores Village DEC .2 8 014 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 FBC 20 d �` BUILDING master Permit No. 6_31ti PERMIT APPLICATION Sub Permit No. 0 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:] RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 41 NW 107 Street City: Miami Shores County: Miami Dade Zia: Folio/Parcel#:11-2136-007-0450 Is the Building Historically Designated: Yes NO x Occupancy Type: Res Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Jamie Mancham Case Phone#: 941-875-5085 Address: Jamie Mancham Case City. Miami Shores State: FL Zip. 33168 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: JS Construction 2 LLC Phone#: 305-495-2300 Address: 18495 S. Dixie Hwy., Suite 217, & 10711 SW 216 St., Bid. 1, Bay 109 city: Miami State: FL Zip: 33157 Qualifier Name: Jeffrey Schwartz Phone#: 305-495-2300 State Certification or Registration #: CBC -1259567 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $1500 Square/Linear Footage of Work: 56 Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: Replace existing garage door with Miami Dade Impact Rated garage door Color White, with standard recessed panel design. Specify color of color thru tile: Submittal Fee $ Permit Fee $ s CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. Signatur OWNER r AGENT The foregoing instrument was acknowledged before me this day of y �M 1 c Jc �J perso41 nally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 9 Sign Pr; Jeffrey Schwartz JEFFREY SCHWARTZ MY COMMISSION #FF111433 EXPIRES July 18, 2018 APPROVED BY (Revisedm2/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of � 20 by § p nown to r me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: ` l Print: Seal: Plans Examiner Structural Review DAF PXAWREWS NQTAW PUBLIC . CMM X08= 9117 `Zoning Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. x COPY OF QUALIFIER'S STATE LIC CARD B. x COPY OF LOCAL BUSINESS TAX RECEIPT C. X COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. x COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: JS Construction 2 LLC (10711 SW 216 St. 109, Miami, FL 33170) BUSINESS ADDRESS: 18495 South Dixie Hwy CITY Miami STATE FL ZIP CODE 33157 BUSINESS PHONE:3( 05 ) 969-1130 FAX NUMBER3( 05 ) 234-7783 CELL PHONE3( 05 ) 495-2300 QUALIFIER'S NAME: Jeffrey Schwartz QUALIFIER'S LIC NUMBER: CBC -1259567 E-MAIL ADDRESS (IF APPLICABLE): lschfp@comcast.net Created on 3119109 BY MLDV 1 RV 3126109 MLDV • I►> CERTIFICATE OF UASIUTY INSURANCE anY�P4i ea'.tik n 7. CBC -1259567 JS Construction 2 LLC is a State Certified Building Contractor 14 .. a i tt� GEn AGOMMATE ..A� F.. .�.+ 3=. + n .. _ r ca E,..E ea'.tik n 7. CBC -1259567 JS Construction 2 LLC is a State Certified Building Contractor DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY MUM i t 4 M 13Y LAW SM # L1407230001124 Evefy day we vmk to #0 we Forour somwes. phmw Wo oft abwA out dhftk= and the yo% subsedbe more the Deparknenrs our �s k: . R Fa*` your y to you can Mw b for =Ibusinm In FlorWa, you E > on ym new kowl E_ DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY MUM i t 4 M 13Y LAW SM # L1407230001124 ('� - -Z-<'!5-Cz3 Miami Shores Village 000 BY DATE .7.-',JING DEPT 0000 0000.. "_DiG DEPT—y; s;l JkJECT TO COMPLIANCE WITH ALL FEDERAL I I AND COUNTY RULES AND REGULATIONS 0000. 0000.. 0000.. .. .. 0000. 0000.. 0000.. .. 000600 0.000 ('� - -Z-<'!5-Cz3 Miami Shores Village APPROVED BY DATE .7.-',JING DEPT " "_DiG DEPT—y; s;l JkJECT TO COMPLIANCE WITH ALL FEDERAL I I AND COUNTY RULES AND REGULATIONS t1 M C-) JS Construction 2 LLC CBC -1259567 Contact Info: Jeff Schwartz or David Lawrence at: 305-969-1130 or 305-431-1752 Project Address: 41 NW 107 Street, Miami Shores Mean Roof Height 15' single story single family home Wind Pressure PSI max CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7-10, FBC 2010 EDITION (Based on data supplied by client) 1. Clienf -JS CONSTRUCTION 2 LLC 2. Prej Oct Name CASE 12 /211201 q 3. Project Address 41 NW 107 ST,C,� MIAMI SHORES FL 33168 CITY STATE ZIP 4. County : MIAMI DADE 5 Building Height 15 FT 6. Building Dimensions Length 30 FT. Width 50 FT. 7. Building Roof Slope ❑ Flat ® Slope ( See Figure I below) 8, Disk Category ❑ I on ❑ III & IV Risk category 'I' applies for non essential buildings. e.g. storage facilities etc. Risk: category 'IP applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 7Il & IV applies for essential buildings. e.g. schools, hospitals, police stations, fire stations etc. 9. Attach floor plan with shutter/ window, sizes and types. (Note If maximum load used for all openings, floor plan is not required) JEFFREY Client Representative F• 1• t—� e .. S1pP�r4cf .•. �. Flat. roof 1235 SW 8r Aven +e:M1.1aA1,11Nr 83114 J T:.264.8100 I F:305.262.6978 I www.afceng.com I alfaroogPafceng.com JS CONTRUCT/ON Z LLC CASE .41 NW 107 ST M/AM/ SHORES FL 33158 coefficient Kh 0,88 Coefficient Kzt 1.00 .Yeivbity Pr��'s ke EvaluE`ed Uz [4z] 0b1 2) 56.64 in ASCE 7-10 iP6`IND LOADS ON COMPONENTS AND CLADDING: AL: FAROOQ CORPORATION, 1235: S.W. 87th: AVE. MIAMI FL. 33174. TEL:305-264-8100 Engineers Seal Engineers Name:And Signature Design Date Design Reference Number C9 12/22/201413-42:37 PM AFC#14-1 933 a N. Mean: Roof Height (h] (ft) 15.00 WndSpeed (mph) X75 Importance Factor, 1.00 Height Above Gnd. Level (z] (ft) 15.00 Exposure Category C Horizontal Dimen. of Bldg. (ft) 102:00 Risk Category 2 Roof Slope. (deg.) >10 Type of Building With Impact otection Coefficient Kz 0,88 Coefficient Kd 0.85. Velocity Pressure Evaluated @h [qh] (IbMA2) 56.64 in ASCE 7-10 iP6`IND LOADS ON COMPONENTS AND CLADDING: AL: FAROOQ CORPORATION, 1235: S.W. 87th: AVE. MIAMI FL. 33174. TEL:305-264-8100 Engineers Seal Engineers Name:And Signature Design Date Design Reference Number C9 12/22/201413-42:37 PM AFC#14-1 933 a N. �:.... .. ..- .. .. Component Size Gcp Coefficients Gcpi Coeff. Design Wind:Pressures:(Ib/f ^2f .A�/ark Camp' Tybe : e .:. eW (in) H (in) S (in) A ft"2 Z4+ Z5+ Z4- Z5- Pos .. Nag Z4+ Z4- Z5+ Z5- In Zone "FRONT DOOR. "Goo** 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 0.1 -43.5 40.1 ,53.7 Z4 in ASCE 7-10 iP6`IND LOADS ON COMPONENTS AND CLADDING: AL: FAROOQ CORPORATION, 1235: S.W. 87th: AVE. MIAMI FL. 33174. TEL:305-264-8100 Engineers Seal Engineers Name:And Signature Design Date Design Reference Number C9 12/22/201413-42:37 PM AFC#14-1 933 a N. • • • •; • •••s• • • ••�••• •1.r' •000 • s • • •• .......... I/ • • •• ., • • • • • •.......................................................................................................... ................ ...... *00000 • :r •••••• Garage Door *ALL NEW WINDOW SHALL MEET EGRESS REQUIREMENT AS PER F.B.0 2010. JS COnstruedo 1 2 LLC CBC -1259567 `ALL NEW WINDOW &DOORS SMALL Contact Info: Jeff Schwartz or David Lawrence at: COMPLY WITH SAFE GUARDS 305-969-1130 or 305-431-1752 REQUIREMENT AS PER F.B.0 2010. Project Address: 41 NW 107 Street, Miami Shores Mean Roof Height 15' single story single family home AL-FAROOO CORPORATION DISCLAIMER Wind Pressure PSI max Engineer's Seal Covers Required REQUIRED DESIGN LOADS Design Loads Only. FOR GLAZING COMPONENTS: Does Not Include Verification Of MARK: FRONT DOOR Product Approval Compliance For ZONE 4 + 40.1 PSF1- 43.5 PSF. Project Specifications. 4 11k% AL,FAROOQ. CORPORATION unCONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7-10, FBC 2010 EDITION 1. Client 2. Project Name 3. Project Address 4. County (Based on data supplied by client) . JS Construction 2 LLC Case 41 NW 107 Street Miami Shores CITY Miami Dade 5. Building Height 15 FT. 6. Building Dimensions : Length 30 7. Building Roof Slope ❑ Flat FL 33168 STATE ZIP FT. Width 50 FT. R Slope ( See Figure 1 below) 8. Risk Category ❑ I ®Il ❑ III & IV wns Izli6/2.0ILI Risk category 'I' applies for non essential buildings. e.g. storage facilities etc. Risk category 'IT applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 'III & IV' applies for essential buildings. e.g. schools, hospitals, police stations, fire stations etc. 9. Attach floor plan with shutter/ window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) Jeffrey Client Representative Figure 1: •• •• . • .. • . ..T 00 • •.•• . 00 • . A. ••• .. . Flat roof • • 000 •• • • • JAVAD AHMAD, P.E. 9 70592 / EB C.A.N. # 3538 1235 SW 8rh Aven1nJ :Aiam+ Ft 3;1'!J1 1:305;!64.8100 1 F:305.262.6978 I www.afcenR.com I alfarooQ afceng.com • • • • • • • • • • •• • • • •• ••• 0.0 •• ••• • • •• .• • JS CONSTRUCTION 2 LLC Coefficient Kia • • • 0.85 CASE 41 NW 107 STREET MIAMI SHORES FL 33168 Coefficient Kzt 1.00 Wind Speed (mph) 175 Mean Roof Height [h] (ft) 15.00 Importance Factor 1.00 Height Above Gnd. Level [z] (ft) 15.00 Exposure Category C Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope (deg.) >10 • 1 f&* Cq",,Type Type of Building With Impact Protection Coefficient Kz 0,85 Coefficient Kd 0.85 Z4+ Z4- Z5+ Z5 In Zone • GED O 0000 • velocity PmpsP;Evalugted t z [qz] (WW) 56,64 Velocity Pressure Evaluated @h [qh] (WW) 56.64 • • • •0000 •• •• •• •• • • • • • • • • • • • • Component SizerAftA2")Z4+Gcp Coefficients Gcpi Coeff. Design Wind Pressures (Ib/ft^2) • 1 f&* Cq",,Type • • • • • • W (in) H(in) SON Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5 In Zone • GED O 0000 96.00 21.33 0.94 0.94 -1.04 -1.28 0.18 -0.18 �,- 38.1 -41.5 38.1 -49.7 Z5 , • • • • • • • --7- �-<,' ..... .. • ...... A= wz r ..... 0 00 3 3 "AS PER NOA. #12-0228.09, A 8FT. GARAGE DOOR IS APPROVED FOR" +46 PSF>+38.1 PSF OK.// -56 PSF>- 49.7 PSF OKJ/ =3- ASCE IGN PRESSURE OOR DOOR PSF. , ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING: AL-FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305-264-8100 I Engineers Seal Engineers Name And Signature Design Date Design Reference Number —10 12/16/201411:50:33 AM AFC#14-1751 y 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. . 09 0000 00000. 0:00*: Garage Door 8' x 7' impact rated JS Construction 2 LLC CBC -1259567 Contact Info: Jeff Schwartz or David Lawrence at: 305-969-1130 or 305-431-1752 Project Address: 41 NW 107 Street, Miami Shores Mean Roof Height 15' single story single family home Wind Pressure PSI max "AS PER NOA. #12-0228.09, A 8FT. GARAGE DOOR IS APPROVED FOR" +46 PSF-38.1 PSF OK.# -56 PSF>- 49.7 PSF OK.// i \ PRESSUREOOR =DESIGNIGN DOORSF.3 JS Construction 2 LLC CBC -1259567 Contact Info: Jeff Schwartz or David Lawrence at: 305-969-1130 or 305-431-1752 Project Address: 41 NW 107 Street, Miami Shores Mean Roof Height 15' single story single family home Wind Pressure PSI max s 0000• • • • 0000• 0000 0000 • 0000• • 0000• s • • 0000• AUX Rguim ATTACHED V/4• x Y8• V. 13 %Nn OT PER BMT t NBM 1 ro� �pT:itgp�p,EATEO AT ESA, L•SAT ATTACHED W R I8• SEC. @• x Rl• SEC � R• A3,4TTAV' K x x 4• FR•7I• /16• DRLT RETAINER 1 • • • • 1 • 1 fl,A 0000 I • Top F34iR E^• • • 1 • 0000• R 0000 1.0 1 •• 0••00• RDW NEM WA 14% DIWASAT6 CENTER HtNW ATTACH RD WARD SSCREVB, x H= Ma REHM EA N.T.& NCKEC 1 114• N 3/4' A STEM 4 E4 RA WaAm cm SECTION A -A (SIDE N4 N.T.B. LARGE MISSILE IMPACT RATED 14 QA I TYPICAL DOUBLER PLATE %Sli MAGM OF MOM SALEBY ma CF m ArG1pC m m SMM1m 141sla so EtlS ilm a M/4AB ®T 00 KOX C m MW FBC X17Am/do Ear EW m ASCE 7-m AMC FBM= 07)z/D 8D ,B44e111111111p0 MA�( srcE neo"°� 4. SH�'(R�F 18 z 14' ..end Q••+,Grz fu'm•.9t7j i... e ESM LOAM +40.0 PSF -68.0 PSF titWE ABSSLE hr Z (PACT RAUD • 4A r TATE OF wo BY JOE I SFC -590-010 DDYAC L NOW PI UG k MWI SW I IT J MIAMI MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ,+wv.miatnldpde.aov/sera/ Amarr Garage Doors 165 Carriage Court Winston -Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ) This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas-other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model 1200 WeatherGuard Plus & Heritage 3000 Steel Sectional Garage Doors up to 16'-0" Wide APPROVAL DOCUMENT: Drawing No. SFC-590-010, titled "Model # 1200 WeatherGuard Plus w/ DuraSafe & Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Panels", Sheets 1 through 3 of 3, dated 06/21/2001, with revision D dated 07/25/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E., bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/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. INSPECTdONt A loW ofthipentire NOA shall be provided to the user by the manufacturer or its distributors and shall be available�ftr Volei°P sJ tte jtLb site at the request of the Building Official. This NOQ;tqq* e44 rep" rJOAW 09-0604.02 and consists of this page 1 and evidence page &l, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. . •.• . •.• •.• •.• •" NOA No. 12-0228.09 comoo' Expiration Date: May 16, 2017 f�¢ , 2 Approval Date: May 3, 2012 ... . . .. ... . . Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. SFC -590-010, titled "Model 41200 WeatherGuard Plus w/ DuraSafe & Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Panels", Sheets 1 through 3 of 3, dated 06/21/2001, with revision D dated 07/25/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 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 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of Amarr 16'x T, 24 ga. steel garage door Model 1200 Heritage 3000, prepared by American Test Lab, Inc., Test Report No. ATLNC 0912.01-11, dated 10/13/2011, 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 D 1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 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. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # RI 1812. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L. Shelmerdine, P.E. ....... . .. .. ........, �� j�oil. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0228.09 Expiration Date: May 16, 2017 Approval Date: May 3, 2012 E -1 . . . . . . . . . . DXSTABLE ROLLER CARRIER ATTACHED W/ (E) I/4' x T/B' 13 GA GAIN. COMAERCIAL BOLT i NUT PER BRACKET TOP ROLLER BRAME BO DR GALV. ST LOCATED AT EA. ATTACHED W/ D • • • • lD• SEC.. L. x ATTACHED W/(44i�7/14• x BI' SEE . E• x 3/4• HEX," BRA1SfEWSE /16' BOLT RETAINER I • • • • • �1IL TDP FjXTURES I • N.7T.S. 1 / / ROLLI HEX HEAD 14" DURASAiE CENTERHINGE ATTACHED W/ (4) 1/4' x 3/4' HEX HEAD SCREWS E 3/0' x 3 1/R' x tBGA BACKER PLATE LOCATED BEHIND EA CENTER HINGE N.7$. tACKET ) 1/4' X 3/4' WS L STEN 4 s'GTION A -A (a1DE VI w) N.T.S. LARGE MISSILE IMPACT RATED . ew ]&* 4 ft"FkDOM IG GA (3• 3/41It-TRUSS x 3/4' 4' x 1 7/6' x 14 GA EACH END TEEL PLATE 3/4• HEX SEC. INSTALLED AT THE TOP OF EACH �^ ENDSTILE ON THE INSIDE USING (0 1/5' RIVETS TYPICAL DOUBLER PLATE N.T.A rj REV DESOpPipN OF BETm016 I DATE BY A LMIE OF JAYS ATTAOBIENIS TO SDBICDRE 1/3/01 DG0 - B pE u Noll 0 0/15/05 ®1 . c on NOR B to lawn Fec 8007 •/F311h c3F 0 Eft 10 ASM MO AND EDC 1016 01/43/11 IBIR °gB°S111110BAB0j, DESIGN LOAD +46.0 PSF- -56.0 PSFLARGE M ACTMRATTED ISL�M .15 TATE OF tA�r DRATA BY RJ 1 DAR05/21/01 eRerBD NtlM O m BY DAR SFC -590-010 It IM L S111RRDOR RE UC. NA OM791 SM 1 OF 3 41 AVAILABLE TRACK CONFIGURATIONS N.T.S. JAMB BRACKET LOCATIONS i WOOD JAMB ATTACHMENT TO STRUCTURE .WI x W !gl= B PROM MW 12 oa. (I t/r WIMEND MST )D1Ot 6OLT x 4 WNW 6 RMI ENDS MM 24' OA h "I IM nw/ RED AWNIOR ITWJ-pxoL*1 3%6 NN4'�at WOWS 66• FIF FROM ROM n(oB11r11W0./ix�iQG4h VzO a �DLaMD BMWSON 1 4 x 3A� ' TnM BURaIo 6 PRaN UDE. USE PNRS OF PAtTexDW <�• A.0 Al r QC (1 T/2• EYBEDMDI 1/4' % i NWK-Gpl E! BCREwB ffiARnI1O S' HIOM W. OF USE IOIR9 ALSIENER9 h' ATAPMD A7 B' 0.G (1 1 4' E/bWOMMD MLT SESUE MCNat x • RARRNO 6 FROM ENDS MM 1 0.C. (i 1/4' newamIND (OR, 1WE PASRNa{ XOM 0.w 61DOx) NOS MD OOL78 OAN DE OIRIIOWWA( TO PWME A ILOSI MMM SIIAPACE. •PMPNNTWN DP ALK ,Wpm h� SRIUOSIRE WON CONCRETE HOLLON BLOCK 5711UDnR1E SIRUMM SIMICnNK C 1/R. R-S/� 1-1/R•o v 2X6am T1'P• r HIM 13 GA. /LAG BRACKET ATTACHED TO WOOD JAMB W/ (3) 5/16 DIA. x 1-5/8• LAG BOLTS AND TO TRACK W/ (4) 1/4• -BO TRACK SPLICE BOLTS AND NUTS TR AT 1NIS LOCATION - W 4 t 4 -2O TRACK SPUCE BOLTS a NUTS o JANE wTH (3) a/Ta INA. x ra/r LAO BOLTS 1 5/16• DIA. x T -b/8' f E&JAMB BRAOKETO JANE 12 OA. DALV. STEEL JAMB BRACKETS ATTACHED W/L1) 1/e -2 TRACK SPUCE 0.T A NUT0 OR (2) RIVETS PRODUCPRRVg82H TRACK CONFIGURATION FOR B'8• UP TO 14�' TALL DOORS BtWawoo&wM11M"nib N.T.S. AOe7Plm No !tffa.fl? 7 RY wTINOA oP orAACE wAx. WDM 1wr -- DIM {1LAAOS5A//fS} A MI C6 'Nw0 aS/PT POSTYE PAIBSURE tP,w11THE TTLLRRppAA 7RESPECIMAI"ll MD mowsTHE el[ HDWZONLLL JiW M[MERa No Pa TWON OF TH L bMAaG 7RAWfSRRSO TRW ME DOR. L BAtl1 W(wOAL JANBi O MTT REUAXWN DESM LOADI OR ♦ O (!B/fi t lri/ A DOORS AND HAROWMI (WL 6E D!S!YRD. MAMa•AOxWED AND WSTAUED Wxl BTMDMOS M 6ET PORM ry DA6MA A. Boat ALLED W afALL BE r OA (JN6 YN NiGNW MD Y1 OA (.M11 WIN. ESiERWR RaNID Ea11AlEq w BAlfw ax A. DOOR& PTO 7�1J/yHI MOORMT OP (4)II�SVOOMS AS SHOW 9 MDML'SMO�IWI p) SrR MUSS wYCIION.-S NOT OREARR MM 7. SU►pMM BTRUCNAAL IMISIMTS wu IS DMONED BY A REOBTAM PRMWOKAL 01"SSR FOR WD LOADS ]VIMIRD ON TMS DIIANIIo N AMY" TO OTIC wAwm . REV OESQtl M OF WOW I DATE BY A UPDATE OF #A A179WO ID SMICTIM 141W SRW R lanions VM/a Or c an Ba[ 8 TO ('B w Fac xU 05/t4/03 COT D AEYI4D 70 ASCE 7 -Ta AM Tip: 2010 U/25/B &ID MAX SIZE. �........... '6 16' x 14' w,at�yS�vNSF•.4i i 3048579. ;� w DESIGN LOAD +66.0 PSF -56.0 PSF �( J f t¢ I._ [erita`e 3000 Short, Lon`, Fitieh, Ribbed, and Oak Summit Pane. SiffDDAYN BY OW OAR 06/21/01 BNYBIO SIM B OBOtDDY ow SFC -590-010 MIA MO L SVEtDfA06IE P.6 UC. BA XMI SIM 2 OF 3 IS 0 IS 41 AVAILABLE TRACK CONFIGURATIONS N.T.S. JAMB BRACKET LOCATIONS i WOOD JAMB ATTACHMENT TO STRUCTURE .WI x W !gl= B PROM MW 12 oa. (I t/r WIMEND MST )D1Ot 6OLT x 4 WNW 6 RMI ENDS MM 24' OA h "I IM nw/ RED AWNIOR ITWJ-pxoL*1 3%6 NN4'�at WOWS 66• FIF FROM ROM n(oB11r11W0./ix�iQG4h VzO a �DLaMD BMWSON 1 4 x 3A� ' TnM BURaIo 6 PRaN UDE. USE PNRS OF PAtTexDW <�• A.0 Al r QC (1 T/2• EYBEDMDI 1/4' % i NWK-Gpl E! BCREwB ffiARnI1O S' HIOM W. OF USE IOIR9 ALSIENER9 h' ATAPMD A7 B' 0.G (1 1 4' E/bWOMMD MLT SESUE MCNat x • RARRNO 6 FROM ENDS MM 1 0.C. (i 1/4' newamIND (OR, 1WE PASRNa{ XOM 0.w 61DOx) NOS MD OOL78 OAN DE OIRIIOWWA( TO PWME A ILOSI MMM SIIAPACE. •PMPNNTWN DP ALK ,Wpm h� SRIUOSIRE WON CONCRETE HOLLON BLOCK 5711UDnR1E SIRUMM SIMICnNK C 1/R. R-S/� 1-1/R•o v 2X6am T1'P• r HIM 13 GA. /LAG BRACKET ATTACHED TO WOOD JAMB W/ (3) 5/16 DIA. x 1-5/8• LAG BOLTS AND TO TRACK W/ (4) 1/4• -BO TRACK SPLICE BOLTS AND NUTS TR AT 1NIS LOCATION - W 4 t 4 -2O TRACK SPUCE BOLTS a NUTS o JANE wTH (3) a/Ta INA. x ra/r LAO BOLTS 1 5/16• DIA. x T -b/8' f E&JAMB BRAOKETO JANE 12 OA. DALV. STEEL JAMB BRACKETS ATTACHED W/L1) 1/e -2 TRACK SPUCE 0.T A NUT0 OR (2) RIVETS PRODUCPRRVg82H TRACK CONFIGURATION FOR B'8• UP TO 14�' TALL DOORS BtWawoo&wM11M"nib N.T.S. AOe7Plm No !tffa.fl? 7 RY wTINOA oP orAACE wAx. WDM 1wr -- DIM {1LAAOS5A//fS} A MI C6 'Nw0 aS/PT POSTYE PAIBSURE tP,w11THE TTLLRRppAA 7RESPECIMAI"ll MD mowsTHE el[ HDWZONLLL JiW M[MERa No Pa TWON OF TH L bMAaG 7RAWfSRRSO TRW ME DOR. L BAtl1 W(wOAL JANBi O MTT REUAXWN DESM LOADI OR ♦ O (!B/fi t lri/ A DOORS AND HAROWMI (WL 6E D!S!YRD. MAMa•AOxWED AND WSTAUED Wxl BTMDMOS M 6ET PORM ry DA6MA A. Boat ALLED W afALL BE r OA (JN6 YN NiGNW MD Y1 OA (.M11 WIN. ESiERWR RaNID Ea11AlEq w BAlfw ax A. DOOR& PTO 7�1J/yHI MOORMT OP (4)II�SVOOMS AS SHOW 9 MDML'SMO�IWI p) SrR MUSS wYCIION.-S NOT OREARR MM 7. SU►pMM BTRUCNAAL IMISIMTS wu IS DMONED BY A REOBTAM PRMWOKAL 01"SSR FOR WD LOADS ]VIMIRD ON TMS DIIANIIo N AMY" TO OTIC wAwm . REV OESQtl M OF WOW I DATE BY A UPDATE OF #A A179WO ID SMICTIM 141W SRW R lanions VM/a Or c an Ba[ 8 TO ('B w Fac xU 05/t4/03 COT D AEYI4D 70 ASCE 7 -Ta AM Tip: 2010 U/25/B &ID MAX SIZE. �........... '6 16' x 14' w,at�yS�vNSF•.4i i 3048579. ;� w DESIGN LOAD +66.0 PSF -56.0 PSF �( J f t¢ I._ [erita`e 3000 Short, Lon`, Fitieh, Ribbed, and Oak Summit Pane. SiffDDAYN BY OW OAR 06/21/01 BNYBIO SIM B OBOtDDY ow SFC -590-010 MIA MO L SVEtDfA06IE P.6 UC. BA XMI SIM 2 OF 3 TABLE 1 _ Cerner SWe Locations StNe Locations Sedlal (Measured front Le8 SectionCenter - (Measured from Left Edge) Peres Type -Edge) Panel Type Width WI tfi telghgs) tat 2nd Width WWih Helght(s) 1st 2r1tl 3rd 4th • (6) afar • on) • • (In) (In) (it On) (m) 9n) (in) on) (�) • • 02 1 110 18 & 21 ShorP,000 1 162 1 IS & 21 Short 61.670 1 1100.330 • • • 4 2 1 2 tI1NaD 54 18&21 52. 101.760 • • 16 1 2 ' 67. 1 166 18 1 •• • • 11 132 1 1 1..000 • • •34 1 18 1 64.400 106; • 9'10 1 18&21 • 82 & 21 Short 68. 400 10'0. 4 • & M8. 71.894 •• 1 1 18 21 1 Short 1 5&400 107. &21 1 Short .318 72.882 13'10 1 100 1 18&21 1 Shat 67.183 .938: 108.713 PROMICTRi4low 1 4 1 21 60. 7, lr 1 188 18 1 Short 67.783 83. 110.11 awwIftCy sw46dwFle Aempl•rw No q Spiral OW � 10'8 128 18 & 21 Short 50.835 76.185 142 1 470 1 18 & 21 1 Short 1 68.84116 1 "938 1111.1 M 10'8 128. 18&21 51.836. 76.185 4 1 in 1 1 21 1 Short 5 .183 86.098 112.713 BEV OE9X/PION OF REWAIS OAT By 1 1 1 8 & 2 .Short 62.800 77.600 A BPDAE OF AWB ATM0161113 TO SIA NU 4AV 11'0 1 21 8haR 53.800 70,600 1 B 74 18 & 21 S 59. 1 8 Kim BOLE B 12/16/06 Fel C 06E0 NOTE 810 KIN EIC 2007 (ISM 0 M 112 134 1 1 Shat 60. 9.800 14'8 176 is & 21 .683 57.938 .313 0 115= TO An 7-10 ANO FBC 2010 01/25/11 59 138 18&2i Shat 55.200 8D. 0178 121 Showl 1.289 58,938 118.813 11'8 .198 18 & 21 Short .20D 81.800 1 D 18 & 21 hart 81. .9 8 ° 7. MAX SIZE 16 14' 4*�,c�tr461$N�(r�i� J• A ` F Ai!• ao, � •"� ^ •'•: r 11'8 1 16 21 Shat 67.200 82,600 ��, i •w •' �' . �'Z.=�"" 1 1 76'2 18&21 '& Short 52.883 11.1 DESIGN LOAD PSF � 1 18 21 hOrt 47. 12 . 88 164 1 181 7200 1 -55.0 -58.0 PSF (Jt LARGE MISSLE r OF 118&2t- 4&812 9&1 16 188 2 Short 4 83, 139.378 IMPACT RATE �msp� • R�` Mimii� •STATE LpR�t;,••'N�� ,, 172 116&21 8 4 188 &21. 47.824 .000 140.3 8 Aj 174 148 18&21 1ITIO 1 190 41 1.378 165 cAaNleot C08NT WINSTWSALEN r10. nus WWWAWAILCa1 ea u er ar us n ura e e 126 180 18 I 7 1 102 1 18&21 1 Short 1 49.020 1 9&000 1 142.378 Horits, 3000 Short, Looe, Flush, Ribbed. and Oak Summit Panels 591 WH I BY VUJ DoE 06/21/01 DIUM NI81BE9 6 1 OMD BY I BATE SFC-590-010 IN918YR 111W L 8t11iAK PE Lit Ns NMI SELF 3 OF 3 MIAMbGADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miaonidgdS.gov/pera/ Amarr Garage Doors 165 Carriage Coprt Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model 1200 WeatherGuard Plus & Heritage 3000 Steel Sectional Garage Doors up to 16'-0" Wide APPROVAL DOCUMENT: Drawing No. SFC -590-010, titled "Model # 1200 WeatherGuard Plus w/ DuraSafe & Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Panels", Sheets 1 through 3 of 3, dated 06/21/2001, with revision D dated 07/25/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/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.1dp)Co4thJ%4hth NOA shall be provided to the user by the manufacturer or its distributors and shall be availabletor irispeatior:at:}to foob site at the request of the Building Official. This NOA revises and renews NOA # 09-0604.02 and consists of this page 1 and evidence page E-1, as well as appxoval d9cumgpt rggrationgd abpyp. The s4Witt8d dodWentation wa§ refiewed by Carlos A Utrera, P.E. . . . . . . . .. . . . .. .. .. NOA No. 12-0228.09 IH ,tuw,E uNTY Expiration Date: May 16, 2017 1 ... . 12, Approval Date: May 3, 2012 %: : Ci Page 1 00* 0. .. .. . . . .. .. • • ••••• 6:'Zc • JAMB BRACKET LOCATIONS AVAILABLE TRACK CONFIGURATIONS N.T.S. i WOOD JAMB ATTACHMENT TO STRUCTURE 6 +6 % LA0 BCRDES SMR11N8 8 PRO- ENCS 71BM 1 O.C. (1 7/2' EMBM.M a % e vlRnr- Avre �HNun rD a.00D ai mueWle HIL71 HR1K BOLT J/0' % 4' SFMINq 8' PRWI END$ 7lRN 24' O.C. u f/2' EMBEOYEI/I) ITW/ MBET MEAD 3/8' % R-3/4' SI'ARfINO 0' FROM ENDS THEN 70' 0.C. ((1 7/4' EMBEOM[fi+) DW/ROISET REDHEAD GMI-BOLT) 3/8' % 4 6MMIN0 8' iRON CNDS TNEN 22' OL (2 1/2' EMKOMiNG SIMPSOtl 1 4 % MEN SVARNO 6' PROM ENDS. UK PAIRS OF FMMM (3' MART) AT r 0.0 (+ +/2' EYBFDAIF'NIZ NILTI NMK-CON Et SCREWS STARTING r FROM ENDS. UK WJRS OF FAMMINS (r MMD AT B' O.C. (1 1 A' EMBEOMFNT) HILT MCHW! K 2-3 4 STARRNO 0' FRpA ENDS THEN +2' 0.C. (1 1/4' EMBECUBM (OR, UK FASIENOiS NWIOW FSO BLOCI) RA08 MID WL73 OM K COUNT MMK TO PROVIDE A FLUSH IMNDNO SURFACE. '.. .PR., ROOD JALIBS BW OTHERS SRI $ ARE SIM ROEL SIRUC7AM[ OCK I li 1/8- m B-B/� 4' MIN I -M. 2X8 JAS.! TV.r NIN FLAG BRACKET ATTACHED TO WOOD JAMB 3/16 DIA % 1-5/0' LAG BOLTS AND TO W/ (4) 1/4' -BO TRACK SPLICE BOLTS AND NUTS BP/URGE) TRACKS AT T'". LOCAR(W SECURE i/4 UTS JAMB WITH (3)5/18'' CIA. x 1. TRACK SPLICE BOLTS A, -516' LAD BOLTS O W-1/16 CIA. x 1-5/r LAD BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET TRACK CONFIGURATION FOR B'S' UP TO 14' TALL DOORS N.T.S. AMMON OF OMAOE NA%. MpiN 18TY =— DESIGN LOADS ♦100.0 L85/PT NE 7WE PRESSURE -4180 LBS POBN4E PREBBUK AU, THE 1pAp �.NgWECIPICANONS AND NDIESpEp TM/R�NN TIE 7M� �MMMTR TonpZ KNAT ACK. TRAKSFHSyR�61D�y�NBNFROM 1HE DROOOR.. $ +1860 1BS/PT 4-418.0 1!S/FTNAMWUM DISOM LOW OR 3. DOORS AND KARDWNM WILL BE DE•ONEO, MWWAC1URED ARD WBTAUM MIN STMDMOS AS 809FORTH BY DASM NIM E%IEppR RROU. 0 F�ON01m; W/ B.. ON MW MD S4 0S. a.UK DOORS UPTO R -I S HIGH PER COMIST OF (s) S[CNQIS AS ROM. Rl' SMO UBE (1) SrR-ThY S RR CRONE NOT MUM THAN mtom .9'RBvlm �+MYd+6 ANNDS NE WIN - = •� Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. SFC -590-010, titled "Model 41200 WeatherGuard Plus w/ DuraSafe & Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Panels", Sheets 1 through 3 of 3, dated 06/21/2001, with revision D dated 07/25/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 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 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of Amarr 16'x 7', 24 ga. steel garage door Model 1200 Heritage 3000, prepared by American Test Lab, Inc., Test Report No. ATLNC 0912.01-11, dated 10/13/2011, 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 B 117, prepared by Architectural Testing, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 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. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L. . ......... . toi • •" • "• • • •" "•" Carlos M. Utrera, P.E. V • " • " • " Product Control Examiner • • • + NOA No. 12.0228.09 Expiration Date: May 16, 2017 Approval Date: May 3, 2012 + • + • • • • • • E-1 DJ USROLLER CARRIER ATTACHED W/ (2) 1/4' x V2' 13 GA. GALV COMMERCIAL BOLT 5 NUT PER BRACKET TOP ROLLER BRACKE 20 GA GALV. S1 (/�T,� IMPACT RATED :J iAiTE OF • `p i). . LOCATED AT EA. ATTACHED W/ D •• 18' SEC.�2'x ATTACHED W/ (44))11/R4B'y,�0 21' SEC. v 2' x HIO( HEAPER • ERaCRET • • • • • 7/16' BST RETAINER IMPACT RATED N.2S. • • •TYPICAL T•P FIXTURES • N..S. • • • I • •••••• ATTACHED WITH (3) 1/4' X 3/4' ATTACHED V/(3) 1/4' X 3/4' HEX HEAD SCREW HEX HEAD SCREWS END HINGE ATTACHED W/ (2) 1/4' X 3/4' 4 104 DURASAFE CENTER HINGE ATTACHED W/ (4) 1/4' x 3/4- HEX HEAD SCREWS 3 1/R' x 1AT;A BACKER LOCATED BEHORD EA. HINGE TYPICAL DURASAFE CENTER HINGE $1 N.LS 2 24 GA- W/BAKED ON SECTION A—A (,SfOE VIEYO N.T.S. 4•x17/9'x14 GA TEEL PLATE INSTALLED AT THE TOP OF EACH Oo ENDSTILE ON THE INSIDE USING (4) 1/B' RIVETS TYPICAL DOUBLER PLATE Sl N.T.S $ ESMIM OF SEEN I DARE BY PDAN OF AVB ATIRWRIS TO SMCDRE 4/SJ117 SDE Va N01E a 11%10/05 (8T .W NOTE B TO WK PBC P007 05/15/09 1 MY - = TO An 7-10 AND I'm 1018 07/2541 Ion MAX SIZE 16'x14' PPUED BY INSTALLER) SCREW (0 PE JAMB BRACKET 3 3/4' MIN T40.V rsr 'w �R -05.0 PSF s' LARGE MISSLE ++ : �r •,°J':R�°, SIDERO@I 20 GA GALV. STEEL END 5/6' x 1 3/8' x 18GA STILE ATTACHED TO BACKER PLATES PANEL (2) LANCES (/�T,� IMPACT RATED :J iAiTE OF • `p i). . 5/8' x 3 1/2' 18GA BAC PLATE LARGE MISSILE ps"�),"°• � jj (4 ter ° LOCATED BEHIND. EA CENTER HINGE SECTION HEIGHT INSIDE ELEVATION SECTION HEIGHT IMPACT RATED N.2S. R -TRUSS SPACING PAoDucrREVaIDl1 RGfYI as Fbdk R -TRUSS SPACING (1) 01 ROLLER CARRIER PER SIDE 13GA BOTTOM BRACKET 12 CA DURASAF ATTACHED WITH (3) 1/4' X 3/4' ATTACHED V/(3) 1/4' X 3/4' HEX HEAD SCREW HEX HEAD SCREWS END HINGE ATTACHED W/ (2) 1/4' X 3/4' 4 HEX HEAD SCREWS ap j ppl�pp MO RT cul DAR DO/y/0 DOW WAM N.T.S. IDE LOCK ENGAGES INTO VERTICAL TRACK ON SIDES 5/6' IIo o• BOLTTRETNNER mTH MIN ENGAGEMENT COMFMING TO SFBC ORM- 51 M L SBMEABE P£ DC NB OD18579 M7 1 OF 3 ATCH, DR SECURE l60K 10 BALL STEEL (2) 146A� DURASAFE ROLLER CARRIERS ATTACHED OPTIONAL)' ROLLER W/0' STEM w/ u) 1/4•x3/4' HEX HEAD SCREWS PER CARRIER TYPICAL BTH BKT W/ FLAT LEAF HINGE Sl N.T.S. 4 TYPICAL DURASAFE END HINGE N.T.S. STqP �1DN� W/ )1EfDtlB1EI SEAL 5/I6' X 1 5/8' LAG 24 GA- W/BAKED ON SECTION A—A (,SfOE VIEYO N.T.S. 4•x17/9'x14 GA TEEL PLATE INSTALLED AT THE TOP OF EACH Oo ENDSTILE ON THE INSIDE USING (4) 1/B' RIVETS TYPICAL DOUBLER PLATE Sl N.T.S $ ESMIM OF SEEN I DARE BY PDAN OF AVB ATIRWRIS TO SMCDRE 4/SJ117 SDE Va N01E a 11%10/05 (8T .W NOTE B TO WK PBC P007 05/15/09 1 MY - = TO An 7-10 AND I'm 1018 07/2541 Ion MAX SIZE 16'x14' PPUED BY INSTALLER) SCREW (0 PE JAMB BRACKET 3 3/4' MIN T40.V rsr 'w �R -05.0 PSF s' LARGE MISSLE ++ : �r •,°J':R�°, SIDERO@I 20 GA GALV. STEEL END 5/6' x 1 3/8' x 18GA STILE ATTACHED TO BACKER PLATES PANEL (2) LANCES (/�T,� IMPACT RATED :J iAiTE OF • `p i). . 5/8' x 3 1/2' 18GA BAC PLATE LARGE MISSILE ps"�),"°• � jj (4 ter ° LOCATED BEHIND. EA CENTER HINGE IMPACT RATED ' POLYSTYRENE CONE PAoDucrREVaIDl1 RGfYI as Fbdk 165 CARRIAGE COURT WINSTON-SALEM, MC. 271W WWWANARRCCM Y OALV. TRACK R��AweR mACK tHICKN ! s •BBs' B1DRIdINpGtlB �DTe01OeBMa WatherGUBIrd Plus 1f 111' e Re13 9000 Short, Logy. Flush, Ribbed � /4-2D x 5/61TRACK CONT. WDi11CAL JAMB axe l3S(oi1 and Oak $uIDID1t Panels �ucE NrnT Arra RB1r SOU TRACK MOUNnNG DETAIL (NO 2 OR BETiTER) Sff MO RT cul DAR DO/y/0 DOW WAM N.T.S. B LNEGGO BY 01E SFC -590-010 ORM- 51 M L SBMEABE P£ DC NB OD18579 M7 1 OF 3 Center Stile LocatIons aim (Measured Irom Let Edge) -- €`� 1� Ems ry ' ' IR tiu Yv'�' �k"W .MuT�'�'&M I ji ,manor Fnat�A�iSit��T'6T Y"t�{� Y"��5 � II (Sc�lk4b �ild��e1fi7 C',. 1 i - t � � �S1 - • 1 �� { �y MUM FUMM 1.11SWIRMIMK X X3P'N'T � i� "'�.�!��I�Li��.a�� '11'��i" ��✓.�`s�?'��4R�''�':�� a,#�ti�� "�°5�7 �1 � i`t'�°Y` �'�,,t R&N°''�6au1 YfU'9.r."�:AGe1'6t1f a®.( YA.Fs'a�Y` k ,S' �('�{�y sR.i'71316"i^�i4r�/L9.Sd1'.:10'�Z`N,+SL'iiS��IC"�R'"i%�.v.., i ®® p®y )�a y�(�i ®�-'. t {® 111 RED FJT,-A - ��deF'I�JR f®,y - ®�®® fDi 1 iK.awq r ru® 111 CbuckT on mpmCmatcom FRAKVA r --PANEL WrM 35,93"W7x • r I • •a •4 .......... • • • •a •4 • • 4 8 10 4 • •Y:JKgi ••• ^Y.. . gY: I.FS fi@ - 149 &.2 CSB • 41 4J 47 EXTERIOR 47 N c ^ ci ^ d A; z i.i m U H LL L Lyy = 2 INTERIOR 46 42 � g m p g 2 `sv a 'maam°e `o 1 HORIZONTAL CROSS SECTION .o 2 47 z 4 p a O O 4.10" �o N v> 2 1.53" -`� _ .. � m Qg TYP: 4 1$ CORNERS w o� of PANEL O� LL�L1 0 Q EXTERIOR INTERIOR o 0 0 CL ~ a D � DETAIL A -A � 42 TOP RAIL � t K STILE _ m L100 PA EL Smooth St. 41 • • • • • 00000000 •• � �• 0000000 • 00000000 0000000 1.18" •�• • • • 3 w • 000000000000000 • 0000 • • i 000 00 0 O I�i.53"--� 46 0090 • • •• • • ' 00000000 0000000 0000 f1 • • •• ai 00000000 � � _o •9• • �� 0000000 00000000 y_Gq kk 00 00• •00• �� z 0000000 28.86%OPEN09 AREA MAX. 't. C Bd * 00• 0 o 0• = ID0001 00 0 0 0 0 0 0 r2 o 0000000 VERTICAL CROSS JECFW :*so 00000000 • • • � SCPLE: N.1!� • • OO000Oo 9• � �• 3 00000000 • • • • C" ar: LFS DETAIL A -A rc DPAMNc NO, Panel reinforcement FL -14986.2 N 0 . SNEE7 2 OF 10 G- 57 51 EXTERIOR L DETAIL A -A -1 R PANEL 50 Classic Craft 00000 000 00000000 000, 00000000 0000000 0 0000o000 0000000 00000000 0000000 C0000000 00000oo 00000000 0000000 00000 0000 O 00000 0 oc00000 00000000 0000000 00000000 MAIL A -A Panel reinforcement TYP. 4 CORNERS OF PANEL C 28.86% OPEN AREA MAX. 1 HORIZONTAL CROSS SECTION 3 EXTERIOR INTERIOR • 9999 • ••9.99 • .94 • / .. • • y�j 1 • 0 1 0000 • • 1 9999 • • •• 900009 • • 0.0 DC • 9 • • p t- 0 :90:9: a •• 9900 z 2 VERTICAL CROS EC •a C CAM: 3 0 • , g 99 9 •• � N.T.S. - OWG. BY: ,Ji( a • • • • cr+K. BY: LFS oft..G NO.: ° FL -14986.2 sKET 3 Gv10 6 DETAIL A-A DOOR PANEL Clas�c Craft RVSMC 000000 0000000 000000 0000000 000000 0000000 000000 0000000 0000000000000 O441V1 0000000 0 0 0 0 0 0 0 0 0 0 0 0 f0000000 0 0 0 28.86% OPEN 0000 AREA MAX. 0000 L0 000000000 ' DEWL A -A Panel reinforcement d INTERIOR 1 HORIZONTAL CROSS SECTION 4 E i' r 33 LOCK d HINGE ST4E 1.43" a QO >z i TOP RAIL facnedl EXTERIOR INTERIOR 31 36 • • 35 • • • VERTICAL CMS SlCTIQN 4 s • • • o • • • � s • o • • ° L •••. k4 I I 0 wTE: 3/0 E: N.1! S. 5 • • • *000 GwG. BY. JK m CHK. BY, LFS 3 ORAWING NO.: R N FL -14986.2 0 SHEET -,L OF 1:0:1N 61 61 63 66 67 EXTERIOR 67 o ami 2 5 INTERIOR 66 66 62 D Zmtl O(N Y � m < Pa` m°O 1 HORIZONTAL CROSS SECTION 5 67 0 4.10" ]a ov"i 1 0 V 1.53" �o Qry 5 �+-' � 2w Cem 13 CORNERS o OF PANEL �11�LLLJ EXTERIOR INTERIOR �I D � i- 82 TOP RAIL � L K SOLE a a m DETAIL A -A DOOR PANE Rk rClossc • 00000000 oou0000 •• • • •••• •• • • • • �n •� . 00000000 0000000 11g • Q ••• • • 000Q0000 0000000 _ V. •f� • • 00000000 1.53- •••••• •.•• • ••• 0000000 00000000 0000000 00000000 / n c> 66 • ••• 6S • • • • • dD • _ ° 0000000/,q 00000000 • •• •• ttt• 'Y7 0000000 28.86% OPEN •••••• • • Q• 0000 0 o AREA MAX. HINGE STILE TTOM It • i • • $ 000000 o o 0 0 0 o O VERTICAL CROSS,S.CT((�( .••• DATE: 31061" Z u • 00000000 0000000 `2 • • • E:. —N. fS. � Dwc. BY: JK m' 000000o0 •••• CHK. BY. LFS 3 DETAIL A -A DeAxnHD Ho.: 2 Panel reinforcement FL -14986.2 N 0 SHEET S OF 10 t -I!4" MI EMB. ITY .? l HORIZONTAL CROSS SECTION 6. pngM awn - inswing INTERIOR 6 � png st - inswing .. r m D e e � • . .• . •:.. . es 0 W • • 00 •• .w •. • • no • • . 0 0 1 Z 46 84 .... waE: 3/0612 I • • vul. N. g.. • • • DWG. BY: JK • t-1/4"MIN.* . 0 CHK. BY: LFS 3 EMB. (TYP.( oeAMG .o.: FL -14986.2 O SHEET 6 OF i Q EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 7 Outswing shown - inswing also approved EXTERIOR INTERIOR INTERIOR EXTERIOR 2' _VERTICAL CROSS SECTION ]Shown w/1X sub -buck EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION rS1 VERTICAL CROSS SECTION 7 Inswing configuration 7 Inswing configurafion I INTERIOR EXTERIOR r3 "� VERTICAL CROSS SECTION 7 Outswing configuration tn INTERIOR • •E3(T&OR • • • ••.• of �04*4 •••30 40 •• • 10 c • •• (� 90.0 ° • . • OATS: 3106AI2 =. p . . o ` e b�• �. r` N. o o •v •. �• owc. By: JK • m 6 VERTICAL CROSS SECTION • • • • LFS OPA a 7 Outswing confWafion j No, FL— 14986.2 w 0 s.. 7 a Lc I l W MAY ON CENTER MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR ITIN 1/4" 1-1/4" 2.1/7' 3" ELCO 1/4" 1.1/4" 1" 4" Z pZ i m pp • • • • `4 - 'v o xz Np • • D D o� T T 1 TYP. } J TYP. �R W �O _ • • • • TYP. HEAD & MASONRY OPENING MASONRY _ OPENING 7 MASONRY OPENING JAMBS K a mm a XIP, FRAME oc 2X BUCK 2X BUCK --,.,.to z• w o • • 2X BUCK w z w o.7 • N 20 • • • • BUCK ANCHORING DP <= 80 psf BUCK ANCHORING 80 < DP 4 100 psf CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. If concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR ITIN 1/4" 1-1/4" 2.1/7' 3" ELCO 1/4" 1.1/4" 1" 4" K HINGE JAMB FRAME ANCHORING Masonry 2X buck constructio HINGE DETAIL STRIKE JAMB n N ti Y^ n a ""�wgMZ V O L OQ�N Z pZ i m pp • • • o° - xz Np • • o o� • • �R W �O _ • • • • • 7 a YY U •• K a mm a STRIKE JAMB n • • • of - • • — • • W _ • • • • • •• • • • • z• • • w z •• ••- • • • • • • •�• •••• -- - • • 5dE: 3/06,412 °z. • • • � N. •••• • s • —. BY: JK LATCH G DEADBOLT DETAIL m •••• 3 CHK. BY: LFS DRAWNG NO.: FL -14486.2 0 SHEET _�L Or 10 a S►ZE EMBEDMENT MASONRY EDGE ADJACENT ANCHOR trw i/4" t-1/4" 2.112" 3" ITW 3/16" 1-r/4" 2-5lA" 2.1/4" Z. a $3"1F W oe 2 a o 0 o' L TYP. HEAD & JAMBS O q g 9 m F 9 a p o o V MASONRY OPENING 17 — i G 8 15 17 14 ms FRAME �z 20 w� �gnb In G? ' LATCH a DEADBOLT DETAIL R R Za_ 1XBUCK Ri m a ¢ Zo w �I d o a a M • HINGE JAMB FRAME ANCHORING STRIKE JAMB • • • • • • • • • • Masonry I X buck construction " __ • • • • • • • CONCRETE ANCHOR NOTES:(� �wJ • • • I. Substitution of equal concrete anchors from a different supplier may hove different edge distance and center distance requirements. / y 2 " • - 31 • • • • • • • J• Z Concrete anchor locations at the comers may be adjusted to maintain the min. edge _ ° w • • • • • • • m distance to mortar joints. if concrete anchor locations noted as "MAX. ON CENTER" must be I-Z- adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors :may be required to ensure the MAX. ON CENTER" dimensions are not exceeded. �: s • • Concrete anchor table: 12 : •• • ANCHOR ANCHOR MIN. MIN. CLEARANCE TO MIN. CLEARANCE TO w • • 0AM 3/06 HINGE .. . DETAIL w • E: NAGS. ?• DwG. BY: JK 00** m' CHK. BY: LFS 3 DaawwG NO.: 0!FL-14986.2 N 0 SHEET S OF 10 TYPE S►ZE EMBEDMENT MASONRY EDGE ADJACENT ANCHOR trw i/4" t-1/4" 2.112" 3" ITW 3/16" 1-r/4" 2-5lA" 2.1/4" 3 BILL Of MATERIALS ITEM DESCRIPTION MATERIAL ITEM I DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS a u� B 2X BUCK SG >= 0.55 WOOD 31 DOOR SKIN 0.090" THK. CC RUSTIC = 6,000 PSI MIN. FIBERGLASS a; C MAX. 1 /4" SHIM SPACE WOOD 32 TOP RAIL CLASSIC CRAFT RUSTIC WOOD W 5 D i /4" X 2-3/4'PFH ELCO CONCRETE SCREW STEEL 33 LOCK & HINGE STILE CLASSIC CRAFT RUSTIC WOODJLVL ` o' z "`+ _ E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HALLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 34 35 BOTTOM RAIL CLASSIC CRAFT RUSTIC PANEL REINFORCEMENT 0.023" THK. CLASSIC CRAFT RUSTIC COMP. STEEL g n o a Z a G 3/16' X 3-1 /4" PFH ITW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE It 6 ^ a a 5 H t /4" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 8 i J I/4" X 33/4" PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN 0.072" THK. SMOOTH STAR Fy = 6,000 PSI MIN. FIBERGLASS 9 o g` g L #10 X 2-1/7' PFH WOOD SCREW STEEL 42 TOP RAIL SMOOTH STAR COMP. a m d a . 28 1 INSWING ADJUSTABLE THRESHOLD (IS300AJ ALUM./WOOD 43 LOCK STILE SMOOTH STAR) WOOD/LVL 2 INSWING THRESHOLD (IS300HP5) ALUM./COMP. 44 HINGE STILE SMOOTH STAR WOOD ,� 4 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM./COMP. 45 BOTTOM RAIL SMOOTH STAR COMP. g 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT 0.023" THK. SMOOTH STAR STEEL 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE POLYURETHANE 6 INSWING THRESHOLD ALUM./COMP. 50 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.090' THK. CLASSIC CRAFT) Fy = 6,000 PSI MIN. FIBERGLASS ex N 8 JAMB PINE SIG >=0.55 WOOD 52 TOP RAIL (CLASSIC CRAFT)COMP. �o Q 9 JAMB (OAK) SG >= 0.55 WOOD 53 LOCK STILE (CLASSIC CRAFT) WOOD/LVL �" Z z 10 WEATHERSTRIP FOAM 54 HINGE STILE CLASSIC CRAFT WOOD/LVL � N m JR I1 HINGE STEEL 55 BOTTOM RAIL CLASSIC CRAFT) COMP. 12 #10 X 3/4" PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023" THK. CLASSIC CRAFT STEEL m a 13 #9 X 3" PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE� m o 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.137" THK. (FIBER CLASSIC) Fy = 6,000 PSI MIN. FIBERGLASS n a 16 #8 X 2-1 /7' PFH SCREW STEEL 62 TOP RAIL FIBER CLASSIC COMP. >- 17 #8 X 3/4" PFH SCREW STEEL 63 LOCK STILE FIBER CLASSIC WOOD/LVL 06 18 PASSAGE LOCK - KWIKSET SIGNATURE SERIES STEEL 64 HINGE STILE (FIBER CLASSIC) WOOD 19 DEADBOLT - KWIKSET SIGNATURE SERIES (780) STEEL 65 BOTTOM RAIL (FIBER CLASSIC) COMP. 5.72' 5.85" — cP7 i TTHRESHOLDY THRESHOLD Inswing adjustable Inswing a*ustable _ ----- -- 5.83" -- - ------ 5.75' ..__.. _.. -- --- _ __ { T t S THRESHOLD 6 THRESHOLD Ouhwing standard I�x dp -tin, = +1- 50.0 pst 66 PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC STEEL • 67 FOAM CORE • POLYURETHANE 5.87" ------ —0447• • • • • • 7— • T _ I • • 000 f _ • • • • • • • J THRESHOLDP777�' 4 1�fI�ESH�7LD • • Inswing setf4djusP Wok ingemstal • • • • • 4.56" -- + • • • • -` • • • -- • • • • • O 8 HEAD 3 SIDE lance 0• • • • • a DATE: 31OW12 DWG. BY. JK CHK. BY: tFS DRAWING NO.: FL -14986.2 SHEET10 OF 10 3