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WS-14-2734Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226180 Permit Number: WS -12-14-2734 Scheduled Inspection Date: January 09, 2015 Inspector: Rodriguez, Jorge Owner: HADDAD, DILCIA Job Address: 12 NE 111 Street Miami Shores, FL 33161-7047 Project: <NONE> Contractor: HOME OWNER Building Department Comments GARAGE DOOR Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (786)399-6979 Parcel Number 1121360040020 INSPECTOR COMMENTS False January 08, 2015 =or Inspections please call: (305)762-4949 Page 13 of 17 Inspector Comments Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 08, 2015 =or Inspections please call: (305)762-4949 Page 13 of 17 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 \rjBUILDING ❑ ELECTRIC ❑ ROOFING DEC 15 2014 FBC 200 �O Master Permit No. W S 14 —2,—L59 Sub Permit No. ❑ REVISION ❑ EXTENSION [:]RENEWAL PLUMBING F-1 MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: - 1'2. N I I V411 sigPv-± City: Miami Shores County: Miami Dade Zip: '?)s to 1 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: E?WNER: Name (Fee Simple Titleholder): �(t (i1li�(7LGiC�1 Phone#:� +( J r 2 i 0" AAkf C-) Stater Zip: Tenant/LesseeName: _ Email: V\OkA Cnd� J <s CONTRACTOR: Company Name: Address: City: 3M State: hone#: hone#: Qualifier Name: Phone#: State Certification or Registration #: DESIGNER: Architect/Engineer: Certificate of Competency #: Address: City: State: Zip: Valus., f Work for this, "t: $ d Square/Linear Footage of Work: Type of Work: ❑ Additiop ❑ Alteration, ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ i) a CCF $ CO/CC $ Scanning Fee $ Radon Fee $DBPR $ Notary $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ b 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. APPROVED BY /'�/ ) �? Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) "wCX-0&,4- Signature t; Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of VftL 2 , . 20" by day of , 20 by j LC d /A- f--1 �6,DD T) , who is personally known to who is personally known to me or who has produced C�-- i li as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: ���` S SI/VQ /Jr NOTARY PUBLIC: Sign: _ �C = Sign: Print: IVY 1— ;%- comml S$�� #�.•'• Print: Seal: �\� 'ogT�'0'F\ �� Seal: r!!!nvvvvv`v APPROVED BY /'�/ ) �? Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village ,. ,.�,*� Building Department 10050 N.E.2nd Avenue �M Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT 1.� NAME: i I I L� !� '-�-.tQ�a DATE: WN ADDRESS: I N l QWU �V� ', i `V__L Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that l as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied fora permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial —W 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name insteadof my own name. I also understand that the contractor is required bylaw to be licensed in Florida and to list his or license numbers on permits an o r cts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself Ai sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or leasW violates the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the constructio Initial -L- 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required bylaw and by county or municipal ordinance. a Initial i.''' 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulation . Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.htmi not Florida Construction Industry Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of tinf mation that I have provided on this disclosure. Initial " Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a "result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of , 20 ByQUC-t '-)), }—1 �r'� � who was personally known to me or who has Produced there License or e5-4,, � C) 4 t ) XURY LIVING /;/Oq Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL S 1 ATF AND COI JNTY RULES AND REGULATIONS STRUCTURAL SOLUTIONS, P.A.* Project No.: 14-002 5921-G West Friendly Avenue Date: 12/10/2014 Greensboro, North Carolina 27410 NC Firm #C-1096 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1 for Components & Cladding, based upon the design parameters listed below, using the Load Combinations in Section 2.4.1. Building Address: 12 NE 111 St Miami Shores, FL Garage Door Width: 8 ft Garage Door Height: 7 ft Basic Wind Speed: 175 mph Exposure: C Mean Roof Height: 12 ft Least Overall Horizontal Dimension of Building: 52 ft Distance from left building corner to edge of garage door opening: 2.33 ft Distance from right building corner to edge of garage door opening: 2.33 ft Roof Slope: any slope Positive Design Pressure:F x••35. ps Negative Design Pressure 242.sUsP. 0000.. Design Assumptions: 0000 The building is considered "Enclosed" as defined in ASCE 7-10 0000 The Topographic Factor for the building is 1.00. • • • •. • The building and garage door measurements shown above were provided to Structural SolVM, , f.A. by • others. These calculations do not address the structural adequacy of the jambs or other stlpportii?g struc�prp,.:, These calculations merely determine the Design Wind Pressures for the given garage door Cize afid building geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the :"' responsibility of Structural Solutions, P.A. 0000 This document is only to be used in conjunction with Amarr Garage Doors •. STATE Ci v . • • STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., Firm #29412) Thomas L. Shelmerdine, PE (Florida PE #0048579) J:\2014 Projects\14-002 Amarr 2014 Retrofit Doors\12 NEI11 St—Miami Shores_FL_0\Garage Door Pressure Calculator 7-10.)ds 0000.. .• 0000.. .0000. 00000 0 0000. 00.000 '. •00000 ...... • 0 MIAMI.MDADF2 MIAMI-DADE COUNTY ffol 41 1 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 268 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/nMa/ Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this, product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model 1200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up to 2t-ov, Wide:*0000 ...... APPROVAL DOCUMENT: Drawing No, IRC -1209-189-21-1, titled "Model #11e00-fi4itage fe qa� 4,0 Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets I through 3 of 3,*dftd405/081200?, with 0600:0 revision B dated 12/05/2011, prepared by Amarr Garage Doors, signed and scaled 87TWhas L. • Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamrPWttY*e Nolice J - Acceptance number and expiration date by the Miami -Dade County Product Control* * * ` 9 MISSILE, IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Gree:NAr�ircle, LawX rence, 0 Kansas, model number, the positive and negative design pressure rating, indicate i4act Shed ii"Atable, *.*** • installation instruction drawing reference number, approval number (NOA), the aprft"Abil test stat ds, ati(t the statement reading 'Miami -Dade County Product Control Approved' is to be located on the dQoCs side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in. advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07-0706.05 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-0228-03 Expiration Date: September 6,2017 A*) 71 Approval Date: May 3,2012 Page 1 Amarr Garaee Doors E�M i1,11 "IM BWVN A. DRAWINGS 1. Drawing No. IRC -1209-189-21-1, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, prepared by Amarr Garage Doors, signed and seated 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 1'est 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 # 0 7-070 .OS" 3. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Stat"C. Pressure Test per FBC TAS 202 and Cyclic Wind Pressure TestpareliBC TAS 203 fore 0• a 9' x 7' Sictional Steel: prepared by American TSI jb, Inje Rigort # 0 0 0- ATLNC 0430.01-07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on, Tensile Test for 3 Samples per ASTM E 8, prep° by :099:0 V906: Hurricane Engineering & Testing Inc., Test Report #HETI-07-171W, date?. 00:04" 05/30/2007, signed and sealed by Candido F. Font, P,E. 0 0: 0 0 • : 0 0**0* 0 *000:9 ::O::o 0 C. CALCULATIONS : 0 :• 1. Anchor calculations prepared by Structural Solutions, P.A., dated Q2109/hfos:ijned *00*0: :00000 and sealed by Thomas L. Shelmerdine, P.E. 00 0 X0.0 0 0 *fee D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFIC&TIONS., 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file Rl 1812, 1 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 Tom aA L. Shelmerdine, P.E. etrios M. Ukrera, P.E. Product Control Examiner NA No. 12-0228.03 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 B-1 13 GA. GALV. COMMERCIAL TIP ROLLER BRACKET ATTACHED W/(4 1/4' . 314 , NICK HEAD SCREWS PER BRACKET (1)8/B" X 22 CA R ATTACHED W/ (2) 1/4' MEK HEAD SCREWS PER -TYPICAL TDP FIXTYRESJ", W—T.1- (i) SNE- USE FASTEwf S5/8'1 ATTACHED 3/4' HEX AT EACH JYPI�_ —i SAFE CENTER HINGE,( p 1� 5/16, Q? 1/4-20 SPLICE IWILT INSIDE ELEVATION N.T_& 5/0'H X 22 GA, -1QALv ZVEI R -TRUSS) TRACK TRACK MOUNIII.S.Q LETAIL Wrls. 0 PALL STEEL ROLLER W/9' STEM AND ' Q) RETAINER USED MR THREADED SKAFTS PER ROLLER 3 VW 22rA R-7RUSS ATTACHER W/ (4) 1/4- . 3/' HCX HEAD SCREWS 24 CA WIN EXTERIOR wJRAKEO ON POLYESTER ATTACHED (4) IJ4' x 3/4' PER CARRIER SLIDE LOCK ENGAGES INTO VERTICAL TRACK ON BOTH SIDES 5/8, WIN (SNAP LATCH, OR LGCX PAP OPTIONAL) ATTACH WAIL) 1/4- . 3/4 -HEX HEAD SCREW$ TYPICAL DIURASAFE END HINGE /'�i fR0MX7J6WfiW a vmvbiro vd* d* F&Wb ✓ gwldft cO& AOMPWAO DID It' 206A. STRUT ATTACHED W/ BOTTOM BRACKET /4' X 3/4' HEX HEAD SCREWS, 33 G& ATTACHE 9 AT END AND CENTER STILE �Kx HEAR SCREWS m4ian�"_ 1111131 1,14* 113/4' • 10 BALL STEEL ROLLER W19- STEM SILE AND 0) RETAINER USED FOR THREADER SHAFTS PER RCLI.ER LARGE M I SS Xxi-, sRACKEIC4) IMPAICT RESISTANT N_r,S. W/0? SCREWS TOP SECTION 3 5/8-4 X BE GA. GALY. STEEL R -TRUSS ATTACHED 11,CENTER G SECTIO' W/ (2) 1/4. x 3/4* HEX HEAD SCREWS AT EACH STILE, AND (2) IN TACK SKIN MEDWAY BETWEEN WINCE MR ENDSTILE 3 5/8'H X BE " GALV. STEEL R -TRUSS ATTACHED <0 PER SECTION W/ (4) 114- x 3/4, HEX HEAD SCREWS AT EACH END STI", GD AT THE WINCE LOCATION, ANDC 'R) 1, BACK SKIN MIDWAY BETWEEN HtWE AMR . ENDS-ILE Jm I. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL INTERIOR OF GARAGE JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. MAX, WIDTH 9W 2. EACH. VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +256.5 LBS/FT & —303.5 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED DESIGN LOADS AND INSTALLED WITH STANDARDS ASSET FORTH BY DASMA. +256.5 LBS FT 4. DOOR SECTIONS SHALL SE 24 GA. (.0216) MIN. EXTERIOR SKIN —3 SEE NOTE 2 ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 5. 00011RIS UPTO 7*0" HIGH CONSIST Or (4) SECTIONS AS SHOW USE (1) 3 5/8* R—TRUSS PER SECTION AND (1) 2" 20CA STRUT ON THE BOTTOM SECTION 6, DOORS OVER (4) SEC -PONS REFER TO TABLES I AND 2 ACI NG ME SEAL ON PAGE 3 BY INSTALLER) 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS f�FELJND S*E 6, F n (e) 6 14DIOW ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. .1 S WS 1, 0 0 0 4, WHIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING 0•0• }ILL COILS USED TO FABRICATE DOOR PANELS UNDER THIS 0 ACCEPTANCE. M 1,41 SPECIMENSSHALL 9! UTF EACH COIL AND TENSILE TESTED ACCORDING TO ASTM 041 CfRlr4"fWl:• WER HER —8 A DADE COUNTY APPROVED LAB SELECTED AND PAID BY (3) 1/4* x 3/4' HER HEAD SCREWS 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 R JrT.;,,�AW. PPM MIRSIOAT THE MANUFACTURER PRODUCTION FACILITIES. AND 0. 2 OR BVR) • 0 • A(keTART ED STATEMENT FROM THE MANUFACTURER THAT ONLY 6 0 0 0 • 0 SWI YIELD STRENGTH OF 34,600 PSI OR MORE SHALL BE 0 : TO ItKE DOOR PANELS FOR DADE COUNTY UNDER THIS • 000 0 NQy E O CCEPTANCE. W/0? SCREWS TOP SECTION 3 5/8-4 X BE GA. GALY. STEEL R -TRUSS ATTACHED 11,CENTER G SECTIO' W/ (2) 1/4. x 3/4* HEX HEAD SCREWS AT EACH STILE, AND (2) IN TACK SKIN MEDWAY BETWEEN WINCE MR ENDSTILE 3 5/8'H X BE " GALV. STEEL R -TRUSS ATTACHED <0 PER SECTION W/ (4) 114- x 3/4, HEX HEAD SCREWS AT EACH END STI", GD AT THE WINCE LOCATION, ANDC 'R) 1, BACK SKIN MIDWAY BETWEEN HtWE AMR . ENDS-ILE Jm 13 rk FLAG BRACKET ATTACHED TO WOOD JAMB Yl (3) 5/16 DIA. X 1-5/8- LAG BOLTS AND TO TRACK W/ (4) 1/4'-e0 x 5/8 TRACK SPLICE BOLTS AND NUTS f SPLICE TRACKS AT THIS LOCATION W1 (4) 11/4--20 TRACK SPLICE BOLTS & N117S SECURE TO JAMB NTH (3) 5/16' VIA. x 1-5/8' LAG BOLTS 5/16" 9:A. x 1-5/6" 1 BOLT ATTACHED TO JAMB EA. JAMS BRACKET 12 GA.Ai STEEL JAMB BRACKETS ATTACHED W/ (1) 1/4* -20 . 5/8" TRACK SPLICE SOLT & NUT 2A_z. 17 SEE (TABLE 2) ON PACE 3 FOR JAMB BRACKET SPACING TRACK CONFIGk AEON FOR 6V UP TO 14' TALL DOORS W.. z ff-I 0 00 0 0 WOOD JAMB ATTACHMENT TO STRUCTURE 1 3' LAG SCREWS STARTING 6' am ENDS THEN 18' O.C. (1 112* EMBEDMENT) HILTI SOLT 3/8' X 4' STAR 7- KWIK I INti 61 FROM ENDS Tw.N 24' U.C. (a !/2' EMBEDMENT) 14ILTI SLEEVE ANCHOR 3/8' X e-3/4' STARTING S, FROM ENDS THEN 16 MC ( 1/4' EMBEDMENT) ITW/RAMSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN CAC. 11C. 2 1/2' EMBEDMENT> W S14PS13N 114' X 3' TITEN CREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3* APART) AT 8' U.C. (1 1/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KWIK-CON r-+ =E.S STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS Q' APART) AT 8' G.C; (1 1/4' EMBEDMENT) - x A. —, — -_qg ISLE'45ifiV, (1 1/4' HILT! EVE ANCHOR 3/9' x e-3/4' STARTING EMBEDMENT) (OR, USE FASTENERS FOR M13LLOW C-90 BLOCK) -LAGS AND BOLTS CAN BE COUNTER&M 70 PROVIDE- A FLUSH MOUNTING SURFACE. PREPARATION OF WOOD JAMBS BY OTHERS wTaRmUCONCRETE HALLOW JIL GCK OR OEA CURE STRUCTURE STRUCTURE ST RUCTURE 2-3/4' HIM 4' i/21 MIN 4, -l/ .,X6 JAMB TYP, a, MIN METT7131, =alt MAX SIZE % 48579 DESIGN LOADS +57.0 PSr -07.5 PSF LARGE MISSILE IMPACT RES:STAMCEE �e4 1 a. 165 CAMMOZE CMW VWST3V $&M KC. e?M !WMANLC4y MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SWIMIT 3000 HORT, LONG, FLUSH & OAK SUMMIT PANE sMZ:By—DAB: Bt/18fii7 M= -w 8[joy DAr"�w RC -1209189-2 1 WM MAS L "ME F.E K ftW= ] SIM 2 Or 3 TABLE 1 TABLE G DOOR SECTION. HEIGHTS DOOR TRACK ATTACHMENT SPLICE HEIGHT Btrn #2 #3 #4 #5 #6 #7 #8 HEIGHT A B C 0 E F G H I J K L M N 8 i {N Ism. nvdm m an 13'6" 21" 21" 21 21" a21" 18" 18" 21" 7' 3" 14" 27" 38" 46" 56" 68" 76" 12' 6" 21" 18" 18" 18" 1$" 18" 18" 21" 8' 3" 14" 27" 38" 46" 56" 68" 78" 88" am@ an 11'6" 21" 21`° 21'° 18" 18°` 18" 21"' 3' 3" 14" 27-1 38" 46" 56" 68" 76' "88"' 100" 10'6" 21' 21" 21" 21" 21" 21" 10' �3" 14" 27" 38" 46" 56" 68" 78" 88" 100 112" 9'6" 21" 18" 18" 18" 18" 21" 11' 3" '14" 27 38" 46" 56' 'S8" 78" 88" 109'110" 124" inn 8'6" 21" 21" 21" 18" 21" 12 3" 14" 27' 38" 46 66" 68" 78' 8W 100 110'° 122" 136' s. 7' 6" 18" 18'° 18" 1$" 18" 13' 3" 14" 27" 38" 46" 56" 68" 78'° ft88100"114' 122°' 134" 148"6'6" 21" 18" 18" 21" 14' 3"' 14" 27' 38" 46" 56" 68" 78" 114" 122" 134' 148" 160" ALL TRACK ATTACHMEYT SPAC9ldG +%-2" ALLOYdEO WITH S"P OR SPP NC. 2 OR BETTER 0�lLY � llbr W-3 as' emm qw.8 11/7/0,1- 0%0 1p/0e - I •Fm 2010 s SIiFC�jy® MAXIZE 9' �x 1+' : Me U04€e579 DESIGN LOADS@ .* +87.0 PSf —67.5 PSI' 'A 4 LARiRfPACP51i,E O:H k o q' v RESMANCE °imi fC3EUAt s�� • • • • • • • • • • • • 163 EAWRiAuE C9:AtT VI"STON-SRtEMs �. '`7165 VWV.RMRrM.Ctl6F MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 • • • • • f • • • • • • • •SHORT, LONG. FLUSH & OAR 3UMMI3 Pa�rEi:; i • i i • • • • i • • • i 910600Y o� a�tapr RC-ill J-IL19-2E-! • •• • •• • • •• OapNiLA ?i1WAi L Sl6ttiF. Pi i>v. ib. 61E63T3 Sfi3 d £& 3 ••• • • • • ••• • • • • • • • • • • • •