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WS-17-952 Permit . WS-4-17 '962 Miami Shores Village ?"ype: ni�E}tF�1�5111ttYS - gym 10050 N.E.2nd Avenue NE orfs Ctassltieatfdtt��'Y1 ,° # ow/Door Replacem Miami Shores,FL 33138-0000 �'_ Permit Statin APPROVED Phone: (305)795-2204 �roR�oA Ex ira Issue t7a�te.4!112017 I p tion: 10/08/2017 Project Address Parcel Number Applicant 10555 NE 6 Avenue 1122310120040 VIVIAN MEDINA Miami Shores, FL 33138-2049 Block: Lot: i Owner Information Address Phone Cell VIVIAN MEDINA 10555 NE 6 Avenue MIAMI SHORES FL 33138-2049 10555 NE 6 Avenue MIAMI SHORES FL 33138-2049 Contractor(s) Phone Cell Phone $ 4 200.00 Valuation: GATOR ROOFING&CONSTRUCTION (954)253-7332 Total Sq Feet 0 Type of Work:REPLACE WINDOWS INCLUDING THE GARAG Available Inspections: No of Openings: 10 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-4-17-63596 DBPR Fee $3.00 04/11/2017 Credit Card $ 173.00 $50.00 DCA Fee $3.00 Education Surcharge $1.00 04/06/2017 Cash $50.00 $0.00 Permit Fee $200.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $223.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all wor ne by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING ECHANIC IN )OWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certifLthat ll the fore ing info ation is accurate and that all work will be done in compliance with all applicable laws regulating construction and oning. FutheI authoriz the abo a-named contractor to do the work stated. April 11, 2017 thorized Sig ture:Owner / plicant / Contractor / Agent Date Building Department Copy April 11,2017 1 �C Miami Shores Village A �; \� 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 BUILDING Master Permit No. es I c---Z2 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP f / CONTRACTOR DRAWINGS JOB ADDRESS: /®J`� ��c Iv Ay61\I U C c� Com: Miami Shores County: Miami Dade Zip: 3 Folio/Parcel#: e i— 2,131 - U17- 0 Y Is the Building Historically Designated:Yes NO Occupancy Type: 66 0� Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): VI✓/j A N /v1 f"� -4 Phone#: 3 i7f'— 7105--Be-T6 Address: 10S—Be- Address: 1 0 5 5 S IV 6 Wftl_N UZ City: MIA-Mi 5k-O"5 State: `-Z— Zip: 33 13 Tenant/Lessee Name: Phone#: Email: tj CONTRACTOR:Company Name: 6--ATeti )CO®�JN C` S /n `) Tho®#: s Address: b-44 C01 / /j4 P"l-- jEt 0 City: ( A-74 1 State: j Zip: 3.3 Qualifier Name: A �. ;��� f �E�L Phone#: State Certification or Registration#: C Z ® ( y Certificate of Competency#: DESIGNER:Architect/Engineer: �� Phone#: Address: City: State: Zip: Value of Work for this Permit:$ V y O d Square/Linear Foot ge of Work: Type of Work: ❑�Addition EJAlteration. 1:1 New Repair/Replace ❑ Demolition Description of Work: 649LAZf Lt2/ U®OCL�5 P / Cj��/z 4— Specify color of color thru tile: m Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ rr TOTAL FEE NOW DUE$ (Revised02/24/2014) � l Bonding Company's Name(if applicable) Bonding Company's Address City State 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 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 abseZsuchpostece, the inspection will not be approved and a reinspection fee will be charged. Signature AA Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowI dged before me this day of �l l-- 20 I- by 3 day of A J2 20 I- by who is p anally known ; is sonally kno n to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTAR 0 6 fie` Lu;,,Enrique Ardila 2 i Notary Public-State of Florida f _ ! r CommissonkGG77955 Sign: Sign• �s r.l Print: Print• �i l , a� c i o` �\ uta Enrique Ardila Cs� Seal: �" Nqt®tq public State of Florida Seal: Commission i:GG 77955 ';;1 Expires 2128,2021 APPROVED BY �L Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) cone uu.ve Miami Shores Village y� �w wilding Department ALp� _A 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner —Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or fall-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Soso. Owner State of Florida County of Miami-Dade The fore o' g was acknow edge bqfgre me this � day of ,20A By /(JoG�li�, l-fio is personal wn to me or has produced as identification. Notary: LVIS �t(Z171c SEAT: .�Ry011a Luis Enrique Ardila Notary Pubuc-Stale of Florida N —,'I Commission#GG77965 pzl0 `,�� Expires 2/28/2021 GATT ROOFING AND CONSTRUCTION, LLC. April 3,2017 To Whom It May Concern: State of Florida cout-ay of iviiat-fillDau`e Before me this day I personally appeared Henry Villarreal who, being duly sworn,deposes and says.- That ays:That he or she will be the only person working on the project located at 10555 NE 6th Avenue, Miami Shores, FL. Sworn and affirmed befor a this 3rd day of April 2017. 1 Produced Identification ' �r�'' Luis Enrique Ardila `; ,nota �Pw�c•State of Florida -iter 2 Z 2621 Art sed• Tenn..s�C4t.sro s. e 5t1 ,' Miami shores Village Building Department ISBN 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 LORIDA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 7 V 1 W I ftr� Vel G_t>/ PJA- Qualifier/Owner Signature Date Print Name Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-282472 Permit Number: WS-4-17-952 Scheduled Inspection Date: May 12,2017 Permit Type: Windows/Shutters Inspector: Porta Jr,Jose Inspection Type: Window Door Attachment Owner: MEDINA,VIVIAN Work Classification: Window/Door Replacement Job Address:10555 NE 6 Avenue Miami Shores, FL 33138-2049 Phone Number Parcel Number 1122310120040 Project: <NONE> Contractor: GATOR ROOFING&CONSTRUCTION L.L.C. Phone: (954)253-7332 Building Department Comments REPLACE WINDOWS INCLUDING THE GARAGE DOOR. Infractio Passed Comments INSPECTOR COMMENTS False OV)1, 1, Inspector Comments Passed \-L�1 CREATED AS REINSPECTION FOR INSP-280346. 1 -- ►ailed aoo fi 3JdeS Correction ® , , U, 10. s A*a ® � Needed Re-Inspection ❑ , �. Fee c7 P No Additional Inspections can be scheduled until re-inspection fee is paid May 11,2017 For Inspections please call: (305)762-4949 Page 28 of 35 i RAMM� ENGINCERING.INC. 2100 W.76'x'STREET,SUIT 311 HIALEAH, FLORIDA 33016 ROBERTS. MONSOUR P.E. 306-822-3141 May 1, 2417 Re: Residence at 10555 NB 6 Ave. jS Maami Shores, Florida w" To whom it may concern, Please be informed that I recently inspected the installation o Impact Glass Casement Windows at the above referenced site.. My inspection took place on Wednesday April 26 , 2017. Installation of the Casement Windows was performed by Gator Roofing and Construction Company, inc.. The host structure is a One Story, CBS, Single Family Residence Based on my inspection, review of the photos taken during installation and conversations with the Contractor, I can attest that the Impact Glass Casement Windows were installed in accordance with the Florida Building Code, 2014 and the N.O.A. Let me know if there are any questions on the above. Sincerely, Robert Monsour n 11955 .. .. . . . .. .. . . . ... . . . . . . oe . . . . 000 00 �S . . . Gn _. 0* 0 000 0* A %® _ APPRCV— ZONING COPT BLDG DEPT" SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS �1,'.��c.�•-.�.� s�•.���,.-s,�.�/Jf.f ��—o yid=�® � '= ��'`''c.i'J C-- l�s�/�'� + L40 .L-1 _ Lf3. 1& PSF- P a ` Y1 , ` y`` X if'` `I ` � + 4o. 4 PSS RAMMS - ENGINEERING., INC. Kd = .85 : 2100 W 7.6 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2014 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior&`Exterior Zones (4845 -Walls).Positive Pressures Exposure C For the .175 ' mph Wind Zone CATEGORY 2..... Effective Wind Area (or, Tri 6tary Area) in nate Feer see Height 20 '30. 40 -506.. ..:60i6osesees* (Maximum) 1.00 0.95 0.92 0.89 ryas•• 086 •0. 15 40.4 38.5 37.5 36.7 8 .1�• - •'3V.Y ok 20 42.7 40.8 39.7 38.9 38.3. 0 evo.8 25 .44.6 42.6 41.5 40.6 + 0�� •89+1 ••• 30 46.5 . 44.4 43.2 42.3 V?JV: 41.1 40 49.4 47.2 45.9 44.9 .,44.2 ;0 4396 50 51.8 49.4 48.1 47.1 1 4B.4• •0+45.7 '• 00 o- 60 53.7 51.2' 49.8 48.8 48.1 '47.04 Interior Zone (4 Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 ffective Wind Area (or, Td utary Area in Square,Feet Height1 Q 20 30 40 50 60 j (Maximum) -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 j 15 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -4.3.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -432 30 -50.5 -48.4 -47.2 -46.3 45.6 -45.1 . 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 - 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 i 60 -58.2 -55.8 -54.4 -53.4. -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone. CATEGORY 2 Effective Wind Area or, T6 utary Area in Square Feet Height 10 20 30- 40 50 60 t Maximum A.40 -1.29 -1.23 -1.19 -1.15 -1.13 i '1•5 -54.1 -50'.4 -48.3 -46.8' -45.6 . -44.7. 20 -57.2 --;53.4,, . -51.1 -49.5 ' -48.3 47.3 25 -59.8 -55:8 . '-53. . -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 '-53.9 -52.6 " '-51.5 40 -66.1 -61.7 -59.1 -57.2 �-55.8 -5 50 -69.3 -64.7 -61.9 -60.0 -58.5 60 -71.9 -67.0 -64.2 -62.2 -60.6 5 . Length of End Zone (a): 10% of least horizontal dimension or .4 h, which aI ler, but not les -than 46/6 of least horizontal dimension or 3 ft. (h = mean roofeight feet). NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FO FLAT ROOFS. I r MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOAHC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADr*IINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) +vww.roiaroidaae.eo•vlec Lawson Industries,Inc. • • see* 000000••••• 8501 NW 90 Street " ' "" ' Medley,FL 33166 000000 000• •••••• 0000.. - 0000.. This NOA is being issued under the applicable rules and regulations governing the• of dW1411,-tion • 0000. materials. The documentation submitted has been reviewed and accepted by Miauit�ade Couni0 R- Product Control Section to be used in Miami-Dade County and other areas where a4)1AVQJ by the•Authority Having Jurisdiction(AHJ). •••"' ' This NOA shall not be valid after the expiration date stated below.The Miami-Dade'County P1704gt3rttrol •••••• Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade(:ouaf b)reserve the right:0 0 0 0 to have this product or material tested for quality assurance purposes. If this product or material-f" to 0 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. RER 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 ode,including the High Velocity Hurricane Zone. ESCRIPTION:Series 113200"Outswing Aluminum Casement Window--L.M.I. APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 01 through 07 of 07, dated 07/27/08, with revision "C" dated 08/25/14, prepared by manufacturer,signed and sealed by Thomas J.Sotos,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 Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration data may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1217.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,PX. NOA No.14-0908.20 2 19 aMlAIMI-RAD&COUNTY Expiration Date: March 04, 0 "'• 1 Approval Date: November 27,2014 is t Yt Page 1 f a Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS •••• 1. Manufacturer's die drawings and sections. •••• •••••• (5ubr»itted ander NOA No. 08-1020.08) '••• • 2. Drawing No.L3200-0801,Sheets 01 through 07 of 07,titled"SEW.3200 Mwing �•••' Impact Casement Window",dated 07/27/08,with revision"C"d;jj,68/25/164, •••••• prepared by manufacturer,signed and sealed by Thomas J. Sotos?P.9. •6666• 06:990 60.69. 9066 00000 6666 .. . 6666.. B. TESTS 6666 .• 1. Test report on: 1)Uniform Static Air Pressure Test,Loading pe;nWoTAS.20f 94 6 6••� ith marked-up drawings and installation diagram o • along wf a series 32W tM§wing• • aluminum casement window, X configuration, w/5/16';••ani. Lam0 �glass:6"•: w/PVB laminate by DuPont, Test Reports No.'s HETI-08-2099A,HETI-08-2102A, HETI--OS-2097A, HETI-08-2103A and HETI-08 2131A, all dated 07/10/08, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 08-1020.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-tip drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami. glass tv/ PVB laminate by DuPont, Test Reports No.'s HETI-08 2099B, HETI-08-2100, HETI 08-2101,HETI-08 2102B,HETI-08-2097B,HETY-08 2103B,HETI-08 2104, HETI--08-2105, HETI08 2106, HETI-08 2125 and HETI-08-2131B, all dated 07/10/08,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 08-1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09,signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NDA No. 12-0127.21) 2. Glazing complies with ASTM E1300-04/09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemow•s &Co., Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. Jaime D.Gascon,P.E: Product Control Section-Supervlsor NOA No.14-0908.20 Expiration nate: March 04,2019 Approval Date: November 27,2014 E-1 Lawson Indush°ies,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 0000 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chelpieai Compaay-NIA).... 0 0.0�• for their "Saflex Clear and Color Glass Interlayers" dated (Wl X14, ex g on • 600.0. 0006 .0000. 05/21/16. • 0000.. .60606 0000 0000 . . F. STATEMENTS 6 0000 0000 0000. 1. Statement letter of conformance to and complying with FB0 eta:Edittm:(2,014),••:••6 issued by manufacturer,dated 09/02/14, signed and sealed by Thal%J. Sotd§,P'E. 00,10:0 2. Department of State Certification of LAWSON INDUSTRIldKoft. as ja fot profit,,„: corporation, active and organized under the laws of the State .of Floi�fdd;'dated: • 04/11/14-and filed at the Secretary of State. •• 000 • • 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12,%igned and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.21) 4. Statement letter of no financial interest, dated 10/01/08, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 08-1020.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-0&2099A, dated 07/10/08, HETI-08 2102A, dated 07/10/08, HETI 082097A, dated 07/10/08, HE T"8-2103A, dated 07/10/08, HETI-08-2131A, dated 07/10/08, HETI-0"099B, dated 07/10/08, HETI-08 2100, dated 07/10/08, HETI-08-2101, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2102B, dated 07/10/08, HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07/10/08, HETI08-21.04, dated 07/10/08, HETI-08-2105, dated 07/10/08, HETI-08-2106, dated 07110/08, HETI-08-2125, dated 07/10/08 and HETI-08-2131B, dated 07/10/08, all issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Candido F.Font,P.E. (Submitted under previous NDA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series "3200 Outswing Aluminum Casement Window - L.M.I.", approved on 03/06/14 and expiring on 03/04/19. yam; Jaime D.Gascon,P E Product Control Section Supervisor NOA No.14-0908.20 Expiration Date: March 04,2019 Approval Date: November 27,2014 E-2 ANCHDRS: 12 1L2' (A) 3 AT FRAME HEAD (tIA)L o.C.) ANCHOR CLUSTER - CG 3 AT FRAME SILL 8- ICAL ANCHOR CLUSTER SEE DETAIL D4 AT A Al (DA)L) � ANCHORS, SEE DETAIL 84 AT ANCHORS: SHEET 7 IL 7 (D) 5 AT EA.FRAtfE JAMB _ p�L�L SHEET 7 OF 7 RNERs) (A) 6 AT FRAME HEAD (A) 6 AT FRAME HEAD (FRAME SILL TYPICAL) (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) (C) 6 AT FRA14E SILL CD) 4 AT EA,FRAME JAMB ((_YPKX (D) 4 AT EA. FRAttE JAMB A Al (t, (,GA(�ryT�L �— [�B �� 38 A 86Rs) 38 C6L9) 38 L i.1' 38 .•Jg gl O./ Ih ' Al ` A 14 tn c I--'''/i � Ei jaiDl �_ pi _.6mfd-$pany$� \ BI ` �\ I B 93 IF, 4- . Mme. i B' 28.O 8' B 1 4' 8' 1 1 Ix Bracket (MAX)� B ,' 4 9"O EXT.6INT.FALSE COLONIAL puy,) �( (uac 74' 'O.C. (TYPBatrollnend.Fixed 74' MUNTINS ARE APPLIED V/ 37' HJ� V/SILTDIE AND ARE WINDOW FRAME WIDT WINDOW FRAME WIDTH to Comore) WINDOW FRAME WIDTH AVAILABLE AS OPTIONAL "X" ELEVATION "XO" ELEVATION — (OX reversed) ")IX" ELEVATION EXT.6 INT,FALSE COLONIAL W/ (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) y sjucDNE LAR V/ AVAILALLE AS DPTIONAL. SERIES 3200 OUTSWING CASEMENT IMPACT WINDOW AMOVED ELEVATIONS General Notes; •WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE RUCK OR 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE MASONRY IS LESS THAN 1/8-, SHIMS ARE NOT REQUIRED. REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ AND ASTM 1300-98.THIS PRODUCT ANCHORS NOTE: IS IMPACT RESISTANT AND DOES OT REQUIRE SHUTTERS, 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 30 THAT THE ANCHORS TO BE Dl2 SMS ED13R WD, SCREWS INTO WOOD, OR BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH WITH A MINIS or F 1 1/4' NET FASTENERS INTO CONC., REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. WITH A(REFER T.1 OF I l/4' PENETRATION INTO WOOD 0R 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) CONC. <REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL. VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 6 &6. 4J ANCHOR CONOM014S NOT DESCRIBED IN THESE DRAWING'S ARE TO BE pRODUCTRtiVISIiD ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND ascomplglaswith OwWon Bu9d108 C,N TO BE REVIEWED BY BUILDING OFFICIAL Aasapk$1coNoC�8,2C7 6:) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. •• ••• • • • • & on ZC)�Q B.) SEE SHEET p6 & 8 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR • • • • • • •' L MAX. DESIGN PRESSURES. •• •i ••i i i i i e�Ll°l'mducl Comwl� 7,) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (ST OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 02 FOR DETAIL & NOTES) 0 A"ANon xean ddd ]Q T 1( PBOPSl99I NOINEBR. /w Rocked to Com x 2010 EBL•• •• • �1 \\! 660tAwdo 33188 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO n Y 88226 1aMEO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS &Relrewa and Rarktan W eMe!e 8 e of 7 17 PH No.(306)898-8680 OF 2014 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2326.2 7 9J EXT.&INT.FALSE COLONIAL MUNTIN9 ARE OPTIONAL &AND ARE APPLIED W/SILICONE 0.ft.'A ed Ee Com 2014 E% rAxoPADrurtsD OF Qn11 rat AW4MDY WINDOWS AND aw8s DOORS • • D'ae t • • ia.a • S";/D°i`L• Ilan A•! 1.D.wton Ir 10.) FRAME HILI,ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FLUME _ 1 AND TO BE LOCATED WITHIN A +/- 1/2"TOLERANCE. .. .. �" °r"""'A" N. ERAZO Oq/87JB8 3aries't 3200 du swin pact Casement Window TOTAL OF ANCHORS REQUIRED AT BILL TO BE THE SAME AS FRAME HEAD. �e • 11.)SEE SHEET @ 4 OF l0 FOR FLANGE PERILETER CAULK/INSTALLATION DETAIL. ) A"`nQD" N.RRA20 i{'�O%rb1•is GEIjI1I.�IpPES & AP1�20 ELEVATIONS (X, XX, XO or OX) 12.)EXT.&INT. FALSE C40L.ONTAL MUNTINS ARE OPTIONAL &AND ARE APPLIED W/SILICONE f;y�+,{,..'•�F.�� AM.bn L.v.4 Awa r.ea"e1 A4arnw Humes. pnwt„v N,ma"+ Ae.,o- DATE_ '' ,',,,;: ' c C(sEUENrrmo-oekoA-o1 I,3200-0801 t OF? ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 5/32' ALL P.T. WOOD BUCKS t 8/32' D 14 S�•1.S. Or WD. SCREW W/ v v EDGE ENGINEERED SEPARATELY 1 1/4' MIN. WOOD EMBED d• '• 15/32' o 1/4' TAPCONS W/ DISTANCE DISTANCE EDGE 1 1/4' MIN. CONC. & TO BE REVIEWED �,; .�i, ..P;' DISTANCE EMBEDMENT a"'1•l•tt.i.'a'2..„:1.o� d�,7.svr .V° vo 47 'v (IdINt. BLDG.&OFFICIAL (TYP.::r;',•tii: � 50 t 1..;'n'�%t,;i.+r1f`'z>yt+;i,;st`iZ.i•,'.,ia,+,,,: SY2,''�y`.,`.•ii. gr,y(•+ , ALL WOOD BUCKS ENGINEERED SEPA R A TE LY 43 STUCCO & TO BE REVIEWED EBY OTHRS43 BLDG. OFFICIAL (TYP.) STUCCO METAL LATH kr, 43 411'rt•aIt 1 1/4• STUCCO t/a•CBY OTHERS) (IDN.EMBED. 2X WOOD BUCK (BY OTHERS) IM .EiBEO. ANCHORED TO CONC. �h,:•-0,,=4 ^,,: - ------ 1/4'MAX. 'V'.il- .':1• TO BE P.T. (TYP.) •,N, fSHIM SPACE e PE IN. CAULKING BY OTHERS 2X WOOD 15 17 CTYP.) 1EXTERIOR GRADE 17 BUCK (TYP.) 17 PERIMETER CAULKING 1/4 MAX. ALL WOOD FRAMING SHIM SPACE 15 BY OTHERS 1 ENGINEERED SEPARATELY (TYP.) 24 1 3Al BLDG. OFFICIAL (TYP.)A21 22 317 11 O � 16 18 16 18 18 5 5 5 { 21 18 42 49 12 16 48 EXTERIOR INTERIOR EXTERIOR INTERIOR EXTER[0 INTERIOR 14 51 13 14 51 13 GLASS J a 48 12 16 48 13 12 18 49 2818 42 30 8 21 25 21 18 21 16 16 16 4 17 q B� 27 40 17 11 OB 17 18 4O 15 10 15 1/4' MAX. _ 29 10 29 10 SHIM SPACE r` 17 1 17 17 1/4' MAX' EXT, GRADE EXT.GRADE SHIM 15 PERIM, CAULKING J PERIM. CAULKING (TYP.) „ (TYP.) ^ 2X WOOD t t 4 e ' 22'23 6 ” h (MIN. iBED.) 'y;,t:F,•n E.j, ° ie �pBUCK <TYP.) F�- STUCCO %a,?°',i.r'•:t: 24 e' �q Sr,1' 50 o t, 4' t 11tBE0.) tT • PERIM CAULKING (BY OTHERS);•.�: '.. .• Q: °• (MIN.E yr:•.r d ° w' 44 d 44 (TYP) q 44 ix P. -fl/D. *K• •• METAL LATH, STUCCO s '4' • • • • 3 Issig 2 3/4'EDGE DISTANCE AND EXTERIOR GRADE n •4'•' 2 3/•ED D STANCE • •• • • SHEATHING (BY OTHERS) Tooa�ran rear„ ••�� ,1 ••��••,��ggg 777•••���••-•••yyq 777��� PBO AL A.A,Ra geed to w 4010 FBS• • W.�N my N,W.BO ST. WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR E6888 MEout FLO�i1DA 33188 S.Renewal and Revision to sheet 3 A 8 of 7 PH No.(308)696-8880 MASONRY 18 LESS THAN 1/6•,SHIMS ARE NOT REQUIRED. < 1'RODU("TRDVISDD C,Revised to w 2014 FeC YIXDPAO7'11RBR Ol QXA07fY.1LUYIXUY SJXDOIIX AND OLd38 DOORS ai cotaplyla6 vdal the Flotilla aam era. a had cer oo,a• s rt.•N�a a ir.,a a n..+�.lr x.awn n ANCHORS NOTE: )tuitnN3Cmte�- OLC3-20 • • • • Y -ot ANCHORS TO BE 012 SMS OR WD, SCREWS INTO WOOD, OR hsv'Nh'OeolVi :;cew xw avw • • act Casement Window i/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC„ 4> L°ilDaO�q N.ERAZO O.Tw/1._ce 8eri•5r 2 JJu��YTiDg �Tnp WITH A MINIMUM OF i 1/4' PENETRATION INTO W000 OR - a.ewa ev, N.ERAZo �r�oe/selta ••• ��' CR03�j-S% TTON3, DETAILS & NOTES CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) All 01 `i}:., _ "a awuwet.wa s.do peeueraWnae.reuml.n mownaxume.n xmm DATE c c�sDue+03aoo-oer+oA-ot L3200-0601 a of a • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STUCCO OVERALL F WI (BY OTHERS) EXTERIOR : PERIMETER CAULKING LL VE Di :±�_;,1�Y�Y;.f,✓•'• • 7 18 15 15 18 7 8 18 15 D HT H 9 39 3 3 50 21 .: 21 12 16 48 12 16 48 13 13 < GLASS - -GLASS a '..43 43 49 FIXED VENT OPERABLE VENT d 14 51 __ 51 _14 4 TAPCONI (ui1.1 i18ED.) 18 18 8 patN�E1AB' INTERIOR 42 47 ° 47 17 11 17 16 16 E1 17 O 16 17 017 a, D1 •v ALL WDOD BUCKS ALL WOOD BUCKS ENGINEERED SEPARATELY ENGINEERED SEPARATELY ti TO BE REVIEWED BY BLDG. OFFICIAL (TYP,) 6 TO BE REVIEWED STUCCO BLDG. OFFICIAL (TYR) P,T WOOD BUCK NOT BY LAWSON IND, (BY OTHERS) WIDTHOVERALL FRAME MUST SUSTAIN IMPOSED LOADS 114'MAX. PERIMETER CAULKING SHIM SPACE aa:a•:c,•';• •y._ts a• PERIMETER CAULKING V [DTH ,.P;,},�•.(,�:'���''."'•: IR 8 15 18 7 v T 3 8 37 ig 15 ¢ ;<• .� 3 38 3g 38 3 �;^ 21 EXTERIOR v; :t EXTERIOR �•. w.*.; gti 1 21 12 18 48 21 +,)y 12 16 48 ° SS GLA �{ 13 34 $ > .~ GLASS 43 v --- - 35 v OPERABLE VENT I/a• . �"a TAPCON 18 14 51 18 iwN• TAPCON ) 14 51 tta+— t t`4— 18 (M1x. oaLPo) INTERIOR 2 (Mw.EM ED,p 20 21 35 v p 2 42 42 41 v 47 11 DI INTERIOR 21 47 17 17 16 ° 47 17 17 1B 16 17 ° PRonucr ROVISIio ALL WOOD BUCKS oscougAvirtg v+ wfUi linPlorida sx1n:�An 32 v• ENGINEERED SEPARATELY Accc1ngCoto v O O • ••& TO BE REVIEWED A�cddmrcoNo 7.., 'BLDG. OFFICIAL CW'P.i � ll0 • •• • • • • •• ort11)d6o °'ituolCon7rol T 0 lsnn*ton Hohn ��••yy e•� •� T PRO BNdINRR6 A.Ravteed to Com r 2010 RE • • •�• � J7 / 85O NVA10 SAT•J3tsa Ll 652P6'. .:,.r 1 AV/ LEY P) WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR R,Rwowa and ron to abed 8&8 of 7 R PH No.(308 898-0660 MASONRY I6 LESS THAN 1/8",SHDd9 ARE NOT REQUIRED. 5 ::S ✓ k•' C,RoWwd to Comw 2014 NANlFACTUNBN OP QUA—ALUNINOW IANDOYS AND CLASS DOOR$ ANCHORS NATE: r; • • D`°D • t A'ta+n od cahyeAr•d.,h you 11=1 dyama p Rwhvtw u :a IT ANCH13RS TO BE 012 SMS OR WD,SCREWS INTO WOOD, OR O'"— if 6�7 oe Ce;*;: 82, 0.Outswilag••Impact Casement Window VN. 9=0O4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC., ' VITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ` s""ids'n N.ERAZO •it'Ib '/td ••• A811ONTAL C40SIVACTION8, DETAILS & NOTES CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) DATE is t t!}j °, a,wen[,wa 0 seals rod,r.�av�Qoo-06Ma-ot O.owre sem•,,L96oO-0801 sn..n o oP 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM @ DWO. NO. PART NO. QUANTITY I DESCRIPTION REMARKS ITEM #DWG. NO.PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 1 L-3001 UI-118 1 FRAME HEAD 6083—T6 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE • 2 L-3002 LU-115 1 FRAME SILL 6063—TS ALUMINUM 42 1 X VENT 5/18"INSECT SCREEN — OPTIONAL ALUMINUM FRAME 3 L-3002 LB-115 2 FRAME JAMB—HINGE SIDE 8063—T6 ALUMINUM 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4"PH SMS 4 L-3002 UI-115 2 FRAME JAMB—LATCH SIDE 608.3—T6 ALUMINUM - 44 SEE ELEVATION FRAME SILL CUP SCREWS #12 X 1 1/2"PH SMS 5 L-3004 UI-119 2 VENT TOP RAIL 8063—T6 ALUMINUM 45 SM-5504 SEE ELEVATION FRAMEATNT ASSEMBLY SEALANT • 6 L-3004 LII--119 2 VENT BOTTOM RAIL 6063-76 ALUMINUM 48 SEE MATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 UI-119 2 VENT SIDE RAIL—HINGE SIDE 6083—T8 ALUMINUM 47 L-3007 LU-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063—T5 ALUMINUM (3' L) 8 L-3004 LO-119 2 VENT SIDE RAIL—LATCH SIDE 6083—T8 ALUMINUM 46 L-3009 Lit-159 AS REQD. GLAZING BEAD — 7/16" 6063—T5 ALUMINUM 9 L-3003 UI-116 AS REQ'D. IN—POST 6063—T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL. SDS 10 L-3006 UI-111 1 X ANCHOR FRAME SILL ANCHOR CUP 6063—T6 ALUMINUM (3" L) EXT, GRADE BACK BEDDING 50 8 X POST IN—POST ASSEMBLY SCREWS I#10 X 1 1/4' PH SMS 11 L-3005 UI-113 AS REQD. FIXED LITE MOUNTING BRACKET 6063—T6 ALUMINUM (3' L. TD BE APPLIED BEHIND 51 DC-899 AS REQD. GLAZING SEALANT — SIUCONE Is 12 L-3010 U1-7708 AS REQD. GLAZING BEAD — 5/18' 6083—T5 ALUMINUM WINDOW FLANGE BY 13 L-7531 L-7531 AS REQD. GLAZING BEAD BULB VWL PVC VINYL INSTALLER (TYP). ALL WOOD BUCKS ENGINEERED SEPARATELY 14 SM-5731 AS REQD. GLAZING SEALANT — SILICONE FACE CAULK 2X WDOD a TO BE REVIEWED 15 L-3012 U-1 t0 AS REQD. WEATHERSTRIPPING — FRAMEAUT PVC VINYL. BY ETHERS CTYPJ BUCK (TYP,) BLDG. OFFICIAL <TYP.) 18 L-3011 UI-133 AS REQD. GLAZING SAD PER FRA IAM./INSUL. 8063—T5 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME N 12 S.M.S, or WD. SCREW 18 L-3013 8 CORNER KEY PER VENT V~ 1V/ 1 1/4' MIN, WOODEMBED 19 L-3013 4 X POST CORNER KEY PER IN—POST 20 8 FRAME ASSEMBLY SCREWS #10 X 1" PH SMS MR1E16Eo.) 21 8 VENT ASSEMBLY SCREWS §10 X 1 1/4'PH SMS 22 2 X VENT 4 BAR 90' HINGES — STD. & H.D. Q' ">'`: •, WINDOW FRAME \ 232 X PENT 4 BAR 45 HINGES — STD. & H.O. EXT,GRADE BACK BEDDING 24 AS REQD. HINGE MOUNTING SCREWS #10 X 1/2' P.H./PHIL. B EXT.GRADE PERIMETER TO BE APPLIED BEHIND 26 1 X VENT VENT OPERATOR — DUAL or SINGLE V CAULKING NOT BY WINDOW FLANGE BY - 4/OPER. OPERATOR MOUNTING SCREWS #10 X 3/4' F.H./PHIL. SDS *LAWSON INDUSTRIES`, INSTALLER (TYP.) 28 TO BE APPLIED BY 27 1/OPER. STAINLESS STEEL 'C'TRACK OTHERS (TYP.) I` q\ 28 2/ TRACK TRACK MOUNTING SCREWS g6 X 1/2" F.H./PHIL. SDS r r EXTERIOR GRADE I/OPERATOR STUD BRACKET CONNECTOR STUCCO OR EXTERIOR FINISH {>yii 't .:- PERI TER CAULKING L:Y•:c,tr,'� HY OTHERS (TYP,) 2/ BRACKET STUD BRACKET SCREWS �6 X 1/2"F.H./PHIL. SDS O BY OTHERS (TYP.) ��%r"�'�"^ LJ' METAL LATH, STUCCO 31 1/VENT LOCKING HANDLE AND EXTERIOR GRADE SHEATHING (HY OTHERS) 32 2/ LOCK LACK HANDLE MOUNTING SCREWS #10-32 X 3/e" PH MS FRA1L(E PERIMETER CAULK DETAIL OWOOD FRAME INSTALLATION DETAIL 33 i/VENT LACKING MULTI—POINT BAR PRODUCTRJIVISRD 34 1 X LACK POINT TIE BAR NYLON GUIDES SUBSTRATEv kN01 LLION APPROVALS FOR ascoalplyiuswiWdmYloddo 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1" PH./PHIL B CONCRETE OR TYPE, SIZE AND MAX.Uuild"BCado n P.T. WOOD PRESSURE LIMITATIONS.M.ccplmlcallo �•` 38 1/ LOCK KEEPER(ST, STEEL) ' BY OTHERS (TYP..) LsFJ10Uon Nato G'O�f,Q L�37 Z/ KEEPER KEEPER MOUNTING SCREWS 21 WE�PRESSUR�S OF u,— `"�' z � / 8083-r5 ALUMINUM 17 CCAASS MEAT WIN OW, OR 11 L-3014 4 SNUBBER SHALL GOVERN. • N BE QBBFR•INSTAIJAiI SCREWS B X 1/2'PH SMS 1/4' MAX. TR ,7, : 5rwlrn aeu„ /�B�giii ice! f'� I SHIM PR NAI A RMead a w 2010 • • • /e/ A' y•O , .. .: • q'y. I�f.J �,7.1, y 8501 N.W.90 ST. S.M.S. X 1 1/4'L. 1 ;, B.Rum]arta Revleieo W ano4t 5&u a1 7 • MEDLEY,FLORIDA 33188 ELEV.FOR SPACING TN PN No.(SOB)898-8880 1GVNFAMWR OP 4VAUTY ALUMINUM WRDOIIS ARD OUSE DOORS,. C.ReWaed to w 2014 FBC1 4' _ • ••• Draw cf.. FeN CI•ru Prod Cplvry+ 5111.�4N Uhm F•fmmr I+ R1eLkn N BED.) Nap • J205/32• PERIMW FRAME ti° 0" N.ERAZO 41rrr 07 /oe Series:;3200 (%Vw=nlC Impact Casement Window O msTA°raE S 311 = A1Wr/8F N.ERAZO "t1 ROs z/14 •� i HILT. OF fRIALS LIST AND DETAILS ALTERNATE ANCHORING AT BILL MULLION ATTACHMENT DETAIL ��� 5W°I°^�••' O �"'° 5.I�0"rws2ESFms2oo-alNo�o1 ""p°11 DATE L82A0—o6o1 SAitr 4 oY ti ••• • • • • ••• • 000 0 ••• • • • •• •• 8 18' LAMINATED GLA33 COMPOSITION - TYPE "A7 Flange Frame Window Glazed with nsTML 12 32001mpact Caegn- t VllindoW Glass Type"N' Glass Type"W' Glass Type"C' Glass Type"D" Glass Type"E' ITEM DESCRIPTION ...t 1/D•A14MALEDGLASS .,..._...__ _ Confl ul'at1on-'XM"Annealed Glass 6116"119Gess-PVB 5118"KS.GassSGP 7118"Annealedgess 11116"Aluteeleci 9a ae901 Pve INTERLAYER _ 13 Size 91 Ig t Anc + D 1---- + +) Dp(1 (+) ._ DP(+) (1 Butadte PVD by DIIPDNT ar wla _ - -- In HeadlSlll Jamb p6t psi psi -_P�... - _ PSI 8f PSI 1 P� Saftex PVD by Eastnon Chonlaat Co. 3 1/8•ANNEALED GLASS = =- - - 12 19.125 28 2 a 69.0 69.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 13 19.125 38.375 2 3 69.0 69.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 8 18 IAl11NATim GLASS COMP ON - TYPE 14 - 14 19.126 60.825 2 4 59.0 68.0 70.0 820 U70. 82.0 70.0 73.0 70.0 73 0 rrEM �•�� DETAIL 9`16 16 19.125 83 2 8 59.0DES69.0 70.0 82.0 73.01/B'HEAT-STRENIONCNED GLASS GlA TNG ITE N 78 18.126 74.25 2 8 59.0 59.0 70.0 82.0 820 70.0 73.0 70.0 73.02 OA90'PVD INTERLAYER -' e/18"Laminated 1132 28.5 28 3 2 b9.0 59.0 70.0 82.0 820 70.0 73.0 70.0 73.0 Saftex PVB try LAYrR Cnenua co. ._~attd, 28.5 38.375 3 3 69.0 59.0 70.0 82.0 82.0 70.0 73.0 70.0 73.0 3 1/D•HEAT-STREHGHTENffD GLASS 1134 25.6 50.626 3 4 69.0 69.0 70.0 82.0820 70.0 73.0 70.0 73.0 H35 28.5 63 3 6 39.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 5 18 LAMINATED GLASS COMPOSITION - C *INGITE Hu 28.6 74.26 3 6 69.0 69.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DBTAILV 22 37 2.8 3 2 69.0 69.0 70.0 82.0 70.0 S2o 70.0 73.0 70.0 73.0 1 L/8'HEAT-STREN(DITENE7 GLASS 23 37 38.376 3 3 89.0 69.0 70.0 S2o 70.0 820 70.0 73.0 70.0 73.0 DASD' INTERLAYER a 24 37 60.626 3 4 69.0 b9.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 Sentryaloss Intelayer by DuPont aata� 2637 63 3 6 59.0 89.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 L/s,HCAT-STRENwIENED GLASS 2837 74.26 3 6 59069.0 70.0 82.0 2020 24 24 2 2 69.0 89.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 2030 24 36 2 3 69.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73,0 7 18 LAMINATBD GLASS COMpOSITIO - TYPE D 2040 24 48 2 4 69.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 ITEM DESCRIPTION pgTAB, 1P/LB" Laminated 2050 24 60 2 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 1 3/15'ANREALEO GLASS '�' - _ 2060 24 72 2 5 69.0 59.0 70.0 82.0 70.0 820 --70 0 73.0 70.0 73.0 2 31W PVD INTERLAYER aer =-=- 16 13 2820 24 3 2 59.0 58.0 70.0 82.0 70.0 S20 70.0 73.0 70.0 73.0 Sanex PVB by Eostnan Cixrnical CM area 2630 30 38 3 3 59.0 69.0 70.0 82.0 70.0 82.0 70.0 73A 70.0 730 3 3/IG•ANNEALED GLASS 2840 30 48 3 4 69.0 59.0 70.0 S2o 70.0 82.0 70.0 73.0 70.0 73.0 N 2850 30 80 3 6 89.0 59.0 70.0 82.0 70.0 82 0 70.0 73.0 70.0 73.0 11 18 r-LAItINATED OLA33 COMPOSITION TYPE 8 2860 30 72 3 6 69.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 DETAIL - 2620 3r6 24 3 2 59.0 59.0 70.0 820 70.0 820 70,0 73.0 70,0 73.0 1TBI eliBCRIPTTON 2830 32 38 3 3 69.0 69.o 70.0 820 70.0 820 70.0 73.0 70.0 73.0 I 1/¢•ANNEALED GLASS 28gp 32 48 3 4 69.0 69.0 70.0 820 70.0 8'1.0 70.0 73.0 70.0 73.0 e 0.090•PVD INTERLAYER L 14 2W 32 60 3 6 69.0 59.0 70.0 82.0 70.0 _8Z 0 70.0 73.o 70.0 73.0 Saftex PVD by Eastmn Chenkat Ca ® 1/v 3 I/9'ANNEALED GLASS _.- 9/16 2880 32 72 3 5 69.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 4 I/�, INSULATED AIR SPACE = GLA iNG ITE 3020 36 24 3 2 88.0 69.0 70.0 82.0 70.0 S20 70.0 73.0 70.0 73.0 S 1/0'ANNEALED GLASS Qu•' 11/18" Laminated/Insulated 3030 38 38 3 3 69.0 68.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 3040' 38 48 3 4 68.0 89.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 LAMINATED GLASS TYPES GLAZING OPTION X60 36 60 3 6 59.0 69.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3080 38 1 72 3 1 b 69.0 69.0 70.0 82.0 DETAILS raonuc'r rtRvlsaD • Acalif-ccrplmlthel9 vltU ao fluildlusCo 140 Nlmi 9��1 OIt1JA (/ • • •• • �Tm D !'�tCmmol`� p An..Re Nod" • • • • ](� Rb Ai BNOOVP3R A RaNeed to Com n 2010 Fes A J 1��( �1 N.W. DO ST. P o /,BD806' MEDLEY,FLO(IDA 33188 8.Renerat ood Re"m I.sheet 8 of 7 = PH No.(306) 696-8660 C.RoAud to OVjy r 2014 F6C ONUPA02WMD OF QTWJry ALU&IM f JrLNDOIS AND OUSE DOORS ••• D,em EIoY Pori cWu Arad CafeferW S-KWUo4a n-so-,Ir AeNebn f, ems' N. BRAZO •was •Setiaep: 43.200 01; s�vijgrmpact Casement Window n e AnTr,d s,n N.DRAzO • D0�X14 GLASS 80•Dlib C�}ARR9 (FAZING DETAILS FOR X" UNITS Ztl1•f A.wax L.wa C aearn Aedes AVrwnreOLSENENT330O-a8N0A-01 °r•'a'°A".,aan DATE LU00-0801 sena 6 Ca 7 0 • • • • 000 0• •• • • • •• •• 6/18" TY LAMINATED OLA93 COMPOSITION - PELA"_ Mn1g®Fraffe VftdOw gRZ@d VV�iI _. ITElf aEsattPnoN DETAIL 12 .. 32001mpactCas.ermntWndOw GlaseType"N' QessType"B' GlessType"C' Ga-esType'T7' GlawType"E"- 1 1/8'ANNEALED GLASS ss_�,-_,� 13 COltfl uMu0n:""f 'aX0 On'"OX" stirAmmledGese 6n8"HS.Qass-PVB 6N8"HS.Qm-SG? 7n8"AW=IedQass 11N8"Anneatexi0m 2 0490' PVD INTERLAYER ,M + nP- + DP- -� size Fieght Anchors oP{+) oP(?._ _.�3�+> 4)_ _�i+Z_.__. 'S). >... ---��. 1- -i) Du*Cite PVB HN AUP@IT or aara _ _ Wt..PVD by Eastnan denlcad co. _ - -COf18. .. n) pn FieadlsiD Jamb p� P� 3 1/8'ANNEALED GLASS = '`- 22 37 28 4 2 70.0 70.0 70.0 73.0 70.0 820 7a0 730 70.0 73.0 W 23 37 38376 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 730 70.0 73.0 -6/18" LAMINATED--GL-ABS COMPOSITION - D 14 51 24 37 50.825 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 730 70.0 73.0 f2aAC Dt�GRIPTfoN DETAIN 9/16 26 37 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 730 70.0 730 t 1/8'HEAT-STRENGNTENED GLASS GLA ING ITE 32 53125 2B 4 2 70.0 70.0' 70.0 73.0 70.0 620 70.0 730 70.0 730 z aD9o'PVD IN1E%AYER ° e/19"Lmninated 33 53,125 38375 4 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 730 70.0 730 S*Rer PVD by Eastman Chenleat ca ---'_ 34 63125 60.625 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 730 3 1/8'HEAT-STRENGNTERED CLASS 48 35 53,125 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 730 6 18 LAMINATED GLASS COMPOSITION - TYPE C 13 V D22 74 28 8 2 70.0 70.0 70.0 73.0 70.0 820 700 73.0 70.0 73.0 y/�t D83CWTION DETAIL D23 74 3&375 B 3 70.0 70.0 70.0 730 70.0 82.0 700 73.0 70.0 730 f f/e'r1EAr-sfRENGNrENED GLAss _ -- _ D24 74 60.625 B 4 70.0 70.0 70.0 730 700 820 70.0 730 70.0 730 z OD90' INTERLAYER D25 74 83 B 4 70.0 70.0 70.0 73.0 700 820 700 730 70.0 730 SentryGloss fetarlayer fey DuPont I' .�- �,.�-_-_. 3020 36 24 4 2 70.0 70.0 70.0 73.0 70.0 820 700 73.0 70.0 73.0 3 Ve'NEAT-STRENVICKED"S 3030 38 38 4 3 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 14 51 3040 36 48 4 4 70.0 70.0 70.0 730 70.0 820 70.0 730 70.0 73.0 9/16' 3050 t 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 700 730 7 to LAMINATED GLASS COMPOSITION - TYPE D GLA LNG ITE N 4020 48 24 4 2 70.0 70.0 70.0 730 70.0 820 70.0 730 70.0 73.0 DETAIL '7/10"LemtnatadC`J! 4030 48 38 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 730 70.0 730 rTtSN Dn8CR1Pf10N (p 4040 48 48 4 4 70.0 70.0 70.0 73.0 70.0 820 700 730 700 730 1 3/16•ANNEALED GLASS ° le 4080 48 B0 4 4 70.0 70.0 700 73.0 70.0 82.0 70.0 73.0 70.0 73.0 2 DA90•PVD INTERLAYER . 16 13 g 6020 60 24 6 2 70.0 700 700 730 70.0 820 70.0 730 70.0 73.0 SaFlax PVB toy Eostnen Chrrnlcol CO. 3 3/16'ANNEALED GLASS Q 6030 e0 38 5 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73:0 70.0 73.0 6040 60 5 4 70.0 70.0 70.0 73.0 700 820 700 73 0 70.0 730 it/16" LAMINATED GLASS COe1P0srri0N TYPE E _ __ 6080 e0 eo 5 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 1T6U aEsclaeTroN DETAIL 6020 72 24 6 2 70.0 70.0 70.0 730 70.0 820 700 730 70.0 73.0 80W 72 38 6 3 70.0 70.0 70.0 73.0 700 820 700 73.0 70.0 730 1 1/8'ANNEALED GLASS 2 DASD•PVD INTERLAYER _ - -L 14 51 8040 72 48 8 4 70.0 70.0 70.0 73.0 70.0 820 70.0 730 70.0 73.0 SnFtex PVS by Eestnon Chonlent co. © a/�' 8050 72 60 B 4 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 730 3 1/8'ANNEALED GLASS - _ -= /16 4 1/41 Wsu1.aTED AIR SPACE _ GLA ING RITE 9 1/8'ANNEALED GLASS - woLaminatad/IneDlated LAMINATED GLASS TYPES GLAZING OPTION DETAILS reoOucTl:llvlsce neewnplyisllwBNllla r3uiId61DC.ada U 96 gee 0 AcccptancuNO, �Oa CA{rlrnd„on21N g. • • •• In I Tia�oPrliuclf1l n o1 .• .• Aatnoa Molaa • • • PftD i! 411NFyBR A Rev)aed to Co w 2010 rW • • • H¢;, BBDDD •• • DDD w.9FLOggo A B.Renewal and ReNefen to eluet 8 k 8 0l 7 = PN No. (308Ii 888 68680 C.Ravtead to w 2014 YAMIPAMMM DY 81/AUTr ALrMMM I/NDOMS AND OLA88 DOORS FBC ••• Dacio cirr, Pr Ctamn Ava[obemrW BaHa,/uaaw ram Aymnam N Aavlabn F+ • • N" man 3M r °°"" N.Eanzo D vos S84gs:03300 &btswi jg;Impact Casement Window xeHie°e 11 N.ERAZO ••° TAU FOR =-OX-XO" UNITS • HA 14 OLA3�&aP•CNO DE RaNalen Lew4 SaoW Ffe4xei W/m�wm umMr • OaWne Mamam 8M°4 DATA_ c CABEHENI360-osNoa-ot I.s200-0801 8 DT 7 goo • • • • • •i• �• •• • • • ••••i ® FRAME IN-POST RAIL VEM RaL I 1.216 L-3003 A5SEµB LY SCREYJ$ 8083-T8 ALUMINUM +'4� 4a 4a .r 2 -/10 X 1 1/4' I Y P.H./PHIL.SMS I .c OFRAME HEAD I ,092 4� �> t7 I VENT RAIL L-3001 8083-T8 ALUMINUM i m 2.260 --------- LiOA82 2.312 � .062 0.082 I 1 1 + .062 o9a r HDR CLUSTER a 71 i.1ts L TYPICAL) cP vEHrJAMe 2 1• FRAME JAMS 4.797 L— 4 FRAME CORNER DETAIL to E MU O MF.OR1 5 6 7 B INPOST ANCHOR DETAIL 1yENT RAIL CORNS DETAIL .bop.2i 2 3 4 1.B VENT RAIL FRAME IMPOST FRAME SILL/ JAMB 0.082 1,—T6 MULL ONL TTYPEPZ SAND MAX. L-3002 8083—T8 ALUMINUM DESIGN PRESSURE LIMITATIONS. 083 6083—T6 ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW OR MULL SHALL GOVERN 2' 4•.082 2, ' 1/4' MAX. SHIM .062 0.092 # 12 S.M.S. X 1 1/4a L. 1 SEE ELEV. FOR SPACING FRAME SILL aa• 2,399 0.888 ' 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. _ - 2. METAL STRUCTURES: 0.07e 47 iRAM0E7SHEAR PLATE 0,3340 I (STA) STEfLA:UFy a=/38 KIST MWICI<) 6063-T5 ALUMINUM 0.1207 B) ALUMINUM 8063-T5 MIN. 4455-EMy60 X 1 1 4' bbb-----t.a1s.-••1 P.N./HwL.SMS 1.231 ALUMINUM SNUBBER SEAILANTER 3H WINDOW FRAME SAME IMPOST DETAIL 38 L-3014 FRAME & SASH CORNER ASSEMBLY DETAILS 0.377 8063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAIL 10 FRAME SILL ANCHOR CLIP094 L-3006 11 rRonlxT ILrvls¢D FIXED LITE MOUNTING BRACKET us compiyi116 whh ttha Ploddu 808J-T6 ALUMINUMg7p L-3006 HuildingCodaQ�'j.2-C)Ac 80oNa 2029 -0.084 63-T8 ALUMINUM IxPIplrtdWp.n.DOtc r7' / 0. ' 0.070 •• ••• • • gd�Producl Cmurol 2.794 .478TPHO ROTOR ,.,1 :r_'' • • • • • • • • •• • O GLAZING BEAD 18 GLAZING BEAD O GLAZING BEAD PROPHe6t DtNeIt A.a Hevla e�to Cm w 2010 Fec•• • �• • T 12 48 PL tt e8R9'•. •• • • • • j �Y so sr. 6/19° Laminated 11/18°Insulated/Laminated 7/16' Laminated ieP S.Rerowa ad ReVIOW to uh.1 9&9 er 7 • 85011 DNo.FLo(RO96-866 L-3010 or L-7708 L-3011 or IJI-133 L-3009 or Ul•-169 a J. PH No.(30S)699-8890 8083-T5 ALUMINUM 8083-T5 ALUMINUM 8083-T5 ALUMINUM a RaAwd to Cam w 20+4 F80 MANUFACrMR OF QUAUff AAUV1NW M4RDOMR AND CLARK DOORS a.am eWre Ia.craw Trod eaheam e.,kvM.dru n-AVmror lr R.*t-dr "{, • 300fm Y o.eo, --0.090 oto o,01 oso °" N. ERAzo • may as St3�ie : ;32100 Ontswiago•Impact Casement Window 0-1 3e 1 0.269 ,pt "d ap N.gip • a o9 4 • •LXTRUSitOS C§�— ONS, & ASSEMBLY DETAILS —� 0.050 0.088 0.116 0.886 tT..'= Rwtrba cnvtr C , • PraaWirlrroru. ttumbn DATE_ _ c�ss2oo OBRap+ L3200-0801 7 OF? • • 0 • • • • • ••• • • • • • • • • • • •i• V •: ••• •i• ••••: M iAM E M DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 StreeP Room 208 DEPARMIENT OF REGULATORY AND ECONOAUC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE AD1YII'idISTRATION DIVISION T(786)315-2590 F(786�"i-2599 • NOTICE OF ACCEPTANCE (NOA) wcv�r.mi�rnida de.govl�CLdumy .••••• DAB Door Company,.Inc. •••�•• s•i• 'Desi• 12195 NW 98'Avenue see:* Hialeah Gardens,FL 33018- sees•• ••e•. 0.00. see does` ,COPE: seed• This NOA is being issued under the applicable rales and regulations governing the use of const dt o��materiaA.''�li� ••:••e documentation submitted has been reviewed and accepted by Miami-Dade County RER Produuj� g;nol Section to be •••••e used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictij (AIIV. ` • This NOA shall not be valid after•the expiration date stated below.The Miami-Dade County Product Contro;:Secti`oli(In *00060 Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the ri,%tstt 4ve this producct or a �: material tested for quality assurance purposes.If this product or material fails to perform in the accepted 9antae4 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. RER 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 descnbed herein, and has been designed t �p y the Florida wilding Code, including the High Velocity Hurricane Zone. DESCRIPTION:Hurricane Master Model 824/811 Steel Se 'onal Garage Door up to 1 -21"w/ Window Lite Option(DP+48.0,-52.0 I'm APPROVAL DOCUMENT:Drawing No.98-05,titled"24 G Roll Formed Steel S oval Garage Door", dated 02/23/1998,with last revision L dated 03/05/2015, sh ets 1 through 6,prepared by Al- aFarooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing -DadCounty Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE INTACT RATING:Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo,manufacturing address,model/series 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-bade 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 budding code negatively affecting the performance of this product. TERNUNATION 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 ofthis 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 MOA renews NOA#144814.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed_ by Carlos M.Utrera,P.E. NOA 1 To.15-0302.01 rtwrn Dane cotrY Expiration Date: July 21,2020 Approval Date; April 23,20X5 Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB TED ••e* 0 • A. DRAWINGS .•••.. • •. .•. efoese I. DraMng No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage�Mls,,dated. • . . 02/23/1998,with last revisionL dated 03/05/2015, sheets 1 tbrough 6 of�6ip�*pared�A% 0 * 0 Farooq Corporation, signed and sealed by Javad Abmad,P.E. .... 0 900 0 go:" •;" •• .• a so 0 000090 B. 'PESTS "Submitted under NOf!#11-0414.13" :00:0: • • s• 1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Pntry Test pe:FBQ= Goes: TAS 202-94, of"DAB 824 Sectional Residential Garage Door"prepared by Vurrictne • Engineering&Testing Inc.,Report No.HETI-07-4267, dated 06/200 9/21,signed- tf(f Sealed • by Candido F.Font,P.E. •� 2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure Test per FBC,TAS 203-94, of"DAB 824 Sectional Residential Garage Door",prepared by Hurricane Engineering&Testing Inc.,Report No.NETT-11-3206,dated 02/10/2011,signed and sealed by Candido F.Font,P.E. 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)", prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T101,dated 01/29/2011,signedd and sealed by Candido F.Font,P.E. "Submitted under NOA #05-0217.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of"Sectional Residential Door with Windows"prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,PE. 5. Test Report on Uniform Static Air Pressure Test, of"Sectional Residential Door"prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI 03-1.329,dated 07/15/2003 signed and sealed by Rafael E.Droz-Seda,P.E. 6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)"prepared by Hurricane Engineering&Testing Inc,Test Report No.HETI 03-T078,dated 10/31/2003, signed and sealed by Rafael E.Droz-Seda,P.E. ",Submitted sander NOA #03-0210.04" 7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, signed by W.A. Jackson,P.E. C. CALCULATIONS "Submitted under NOA*#14-0814.08" 1. Anchor verification calculations prepared by Al-Farocq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0302.01 Expiration Date:Saly 21,2020 Approval Date:April 23,2015 E-1 i I A 7-1/2" Y, 2-1 '4" X 18 GA. OP FIXTURE 5-1/2" X 2-3%4" X 0.1"GAU/, STEEL C�NTER HINGE PUSH NUT OPTtONA_ DOOR MEWERSTEEL PLATE WITH ONE 5/16-18 M5 N1 NUT vi% (4) #14 X 5/8" SMS ��\ r-`-FASTENED TO END STILE ti"11731TDiBE fNST.4LLEQ ATS Yffl-HOUT DELRON SLED (STD.) �` \t ii (s) i ( 3/4" SEI DRILLlNIG S P='NS ANN' CENTER STILE i X 3" X .1771" GALV, STEEL C �' i SEE SHEET 4 FOR TOP BRACKET OPTIONS rn� END ROLLER HINGE i I !" CENTER'SOLES ' 1 W/ (s) t14 X 5�8' SMS i I r I' �a .4 a f t`1 a / SEE £CH. �, --•.. r , L! CYT LOUT DELROPI SLEEVE (STD.) ia' r 1f t9 WITH-DELP,ON SLEBE (OPTIONAL) 7m-1/2" X <--1/4" X .071 �.5 � � � T ,� - _-.. _�� I`__ _ I� �`— `i �• ; k i. 1 l� � � ��i I j 0 d GA V. STEEL. CENTER HINGE 4V/ (`Ii1�? X 5/8" SMS LOCK. -�'.• WFIH L'ELRON SLEEVE OPTIONAL i-2 DOOR I I - �__---..—"' --�� 1 - CENTER BINGE ? / :1 -1" W X .15 THI•:. IATc'H IMI- - I I ;r II� °,? i I 7`7._ _._- _ i � f F 1 -_ �.�i - f k I ' STANDARD OCK ' I .Ar�rD I. - SPRING LOADED SUFIS BOLT (BOTH SIDES) ---- - - - -FASTENED W,! (4) i4 X 1/Z" 5.6L5. w 1 - w --- —: v —. ;.i `M ��� uo ` u n j B - f -I til CG z d �_- 5%8" MIN. LOCK ENGAGEMENT `• �� � �rI � =_=7 � - r'I m_, �-�. f: B _ `4v t�c CONFORMS TO SECTION 100E REGARDING � I i (( I;! ; 1 -' O � "O L - •GARAG DOORS ! ! l t i oIt 0 • --J771 •• •••••! -_ " _ — :In err u 09 000000 ISS DIA GALV, AJRCRAFT TYPE i• , • CABLE & NI4O-PRESS SLEEVE ?` o r f ti - ---= - -- - _ --_- - y= —— - ••• • • 4V% F INN. 5 TO 1 SAI FACTOR ( t� 1 _ _ —I - —• -` _ _ _ - i IN • •t ••• • • 00 STEEL PLATE_ �' f - -- " •+ ,i -- - . -. I` •••• t WITH (4) -14 3/4" \�\ ! `� �' N' 1 rR i � ! s l p 7/ yT 1 �� f , • ••3� • •0 SELF DRILLING SCREWS Il i i I I. �, ( a i •i• •••• I I y "T BRACKET -- 1 I -ter 1? I�__��' �--I- - G—L !�- ••.006 STD. UFT DOOR ,fr LOW HEADROOM -- -_____._._. _.._ ( • r' DOOR OPTION — _ - I 3I� 1 • TOTAL # OF t i — i I I M 1 V) 9<70R ' 'U' ?ARS AT /� , -' OPTIONAL 'DENTS OPTIONAL FLUSH FACE I i o s� < k -,t8" X 3-1/8' X .010' I 0 HEFGH T CGNS?SS OF EACH DOOR f —STEEL PLATj: - (3) 5" WIDE AT 7" O.C. MAX_ }-- L _,._A i i-I ff L7 s'-6" {z sEcrloNS is"12 scTiaNs 21" . Y4FH (4) jig X 3/4" SDS OPNG. AREA NOT TO EXCEED 1 EO SQ_ IN. FOOD GRAIN DESIGN r� o I; 'T c' 6'-s" 11 SECTION le" 13 S=CnGNS 21" ---. rvlA C. DOOR 4YIDTH_ 7' 14 SECTIONS 21"-- 16`-2" __ �` m OT 3 CENTER STILE _ DAB BOORS INC- �-�' �C) �� w INSIDE ELEVATION � � F-� `- Hurricare Adaster Model 8.24/811 ry? i 7'-9" 4 SECf1dNs 1&'!i s<=cT1ON 21' OUTSIDE END STILE RAISED PANEL EMBOSSED DOOR 8' 3 SECTIONS 19"12onaris 21' IIANDLE� ivfox. Size 15'-2" X 16'-0" FIi W-3" 2 SEcnaNS 18-13 SECTIONS 21" ��.T_ SELF DPILUNG SCREWS MAY BE USED 'rb'ith WI?Tda% Like Option ' ,1 8'-6' 1 SECTION 18" 14 SEC1AMS 21" } ;X14 X 3%4" ScL. 9'-s" sdnoNs 21'i- , IN L1Eu 0" 14 x 5/8" stirs - DESIGN PRESSURE RATINGL�5 ,0 PSf (� jW >� 9' 6 s7cnoNS 18-1- 15 LOCK BAR GUIDES .0 PSIF I'� T ' _ -Q'-3" S scn0ru 1a'I1 scrl�! 2f' 4 INSTALLED} ON Ery, STILE }THIS PP,OGI3CT is RATED FOR L�tRGE MISSILE IMPACT GENERAL NOTES !" 9'-6" 4 EFCTIONs '15-12 rCnaNS 21" VTfl-I (4) m14 X 5/8" SMS �iN a F F 9'-s' 3 SEMMMS 19",3 SECTIONS 21 y 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED.TO COMPLY WITH THE o.2 � 187 X .6W LOCK BAR fO' 2 SEC-171014S 18"i4 SZCT1dNS 21" I\ ENGAGES REQUIREMENTS OF THE FLORIDA BJILDNG CODE (FBC•) FIFTH EDITION (2014' 10'^3" 1 �CnOt� 18" 's SECTIONS 21' IN TRACK + L ,,I.;a ! `" ON EACH SIDE OF DOOR INCLUDi�G HGH VELOCIN HURRICANE ZONE (HVH2). 4I z c, u t 10'-6" e s-_cTIONS `71"1^ CQiTER STILES SCHEDULE A �' o I a I o ✓� 2 ANCHORS SHALL BE AS LISTED, SPACED AS 5HOIAIN ON DETAILS. 'D � z _ z 1o'-9" s' TIONS le";i SEECTION•a 21" C NTER snL s c0NE1cUR4naN ANCHOR ENISEDMENIT TO BASE MATERIAL SHALL BE BEYOND WALL. 11' s c,7gNS 1fl"(2 s-'-c'n lrls 21" OUTSIDE KEYED LOCK �'` WOR WIDTHS a. cavTER sTLES i �I� � DRESSING OR STUCCO. 11:-3" 4 SECTIONS 18'43 SECTIONS 21" OPTIONAL _ l> 1 a'-0' TO 9'--1'J" 2 3. ALL BOLTS, NUTS AND WASHERS S,-WLL BE SNC PLATED CARBON STEEL ?r 11'-6" 3 -ECTIONS 18'14 SECTIONS 21" LACK BAR LOCKING SHOWN . {` i0'-0' T4 1i'-10" 2 c'oi� v 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN It a +i t us 1 V-9" 2 SE=I`rts 18' 5 S ECTiONS 21" 5 ALTERNATE TO 12'-0' TO 13'-IO°I 3 SPRING LOADED SLIDE 8017 THESE DETAILS ARE NOT PART OF THIS APPROVAL. 12' 1 --CTiONS 18"le Sr=CTags 2I" I tl 94'-0" TO 15'-?O"I > ( S'-0° TO 9'-f 0 S. A LOAD GURNFION INCREASE IS USED IN DESIGN OF AINCHOtRS INTO WOOD ONLY. o'x _ 12'-3" 7 acTloNs 21"j- LOCKS 51-11�hMt ABOVE ,"_ �"I DOOR WIDTHS T5'-ii TO 16'-_ 5 cI 12'-6' 6 SECTIONS 18"'•2 SF.CrIONS 21 I DOOR. TEb=i l IN ACC09DANGC WITH THE REQUIREMENTS OF FLORIDA I � 12'-9" 5 rdT1ON5 i6"j3 SEcTogs 21 -- BUILDING CODE, Tr'5-202, TAS-201 zk TAS-203 FOR MIHZ AND � f3' 4 `CTIORs 1a" 4 SEcnoNs 21" 75E11995-09. l o� tl ` 4 � yl��—>i I'---' �' nSTi�! E 158fi-1 ASTM E 1995-09. � al 13'-3" 3 CTk7N5 18" 5 SECTIONS 21' } "' l i- ) I — e Engr. J.QV N fir' � - 13' 6' 2clltlNs i8" 6 sEcras a1 �- _ bo aHi.tio S--IGRON 18" 7 ACTION_S 21" I I" CIVIL 14' f8 SECFNS 21" - 10'-0" TO 11'-10n �_� 14'-0" TO 15'-10 FLA P£ 592 {>i�tTCT R� 14'_3"I6 S`CTEINS 18-13 S-_CTIONS 21 DOOR MOTHS DOOR 't OI HS C A.N, B6%_kffr4 CAN* y vm an fk a ; �j 1 ' 6"15 S'ECFi-DINS 18' �I SE-Cl"?Or15 21" - -- ��j� ��--� --. 14'-9°i4 SE=NS 18" 5 SECTIONS 21' g r ' _ ? '`' f cfrr}�ling 170. 15' i3 SECMNS 18' b &ECTICNS 21" 1�; 1 � a=l ® I= -L: II- Il �y 15'-3"s2 SECTRONS -18' 7 SECT`�NS 21" - - - —d - `-( a A 1p d Ry 15-S" `1 SECTION 18' 8 SEMC7 S 21" i i t 98`05 12'-0' TO 's 3'-1O' 15`-11' TO 1&'-2' i 15-s'19 secTlaNs 21' - REFER TO SI-I c3 2 - 1c' ;6 SECMI NS 18'14 SEcrONS 21"1 1 FOR U--SAR PLACEMENT DOOR WIDTHS DOOR WIDTHS tsheez 1 of 6 ! _ 1 - G SCEION 4 '- ---- i. t s I I `cEnc.J SCEION 8Om 3 �! 3 m- _ -_-_--__-•"0_'R}00_.:_0____._.{�I(t+�..(__.M_..-..,_...,00s00...W_.00^0-0.•.__��,.F;`' —___--.—.__.•.__------_-,—_�.I.',-0-000—•.-_:.... _�-t�... - 'I�{•!!---- g!5 I{! _ _._"aI !7(Ii ti.`,�t�i`�k;I---' SsscC,=EE_E�Tr._-.IllO—aN—N.i.—3_6`-_---�{I M1(I.r—('•' --.__.—.__.__=.__tI(:II,i9_.._.__.. -�t(j':'.-.•__. _ ;t:G�'..._-..__`-__�I,::!.�icetI0:}^i.!_-•_0 0 0_.--,._,_-_0_.0-0.-0.._.-.0...—.0.._ ar;ii "Ss_Cc.E�FIrI—EOJN r—J 3o -- ! Iryr�-Is3 (,tt'r��¢•wa��t,('1:i•i�Z��3Lp•.3J •-4�.LC� +% z C3"�cj4ryug � t 'r!•••;!•: i < SCEON 2 L I scElaJ stErloN t >OrscEnoN a SECTION DOO HEIGHT RNGE 4'-5' T4 7'-0' SCETION 3 t (3) U-BARS SCEMON ? : LSC£TION 1 �jCK3 CEON 9 srFaION t 8 SECTION O'0 SGEQW 4 SGEnoN 4 HEIGHT RNGE 12'-6'TO 13'-3HOSHT RVGE 13'-5" 14'-D* a s: ON3 5 U-BARS (6) U-BARS Z •• •••,.�I•••••••••• •••• 0•••6 0••6.0•.6 00••• SCEON 2 SCEr�J 9scEc z 000 0 SCEION 1 06066 .6••: .••sGET0N ? •• 5 SECTION DO5 SECON DOO5C-ON 7 4E 'r TO S'-0" EIHT RANGE 8'-3' TO 8'- ° HEIGHT RW (3) U-BARS (t) U-BARS � 00 i SCEION 6 o 1 • J rj . - •�il :04 see is SSsicCEEnnlDOOyNV 36 -I T-_I�Iji t iI{-_-----_-_00_-00-.ciI-i(�,I:{,•Is:.t_--___.:r._i�(!—.-—__�IlI i�.'. _-••-T'd'�-^Tm V—J-- n . ��cn?i[,J tII�2._ir=cyaW;nINi, - �+`ttIi rev I�iv�I:ti�t J�uoc�r.l ni tJ I f •0co - ,3J Li MON 3 Ek::SCnON o SCE taN a SCE-Ita14 S^EON SCIO2 7L LUQ SCION 2SCEON HEIGHT 7MGE t4'-� TO F5'-9" SGEna;J i S SECTION DOOR scEnON 10 HQ%iT EgNGE 9'-0"TO 10'- " HE�*? RAGE 0-5° (4) U-BRS -(5) U- SCEMN 9 r o 010 SCMON 7 w � ZETION 6 SCEnON 5 SCEnON 5 SCEMM V go SCEnON 3 ,; SCEtOr3 I 14 or �iA7 MfD CIVIL eqF . PE j 709 SCEf103 2 ( - 3� f CAN. ON t Sccor7 SCETO4 5 crowing CO 7 STTCWSCETION 2 a F�GFIT RANGE i0`-9' TO (s) W'-S' 10 SECTIO�t DOOR #,rte f o p r � 98—05 U-EAR3 ME M PLANGE 16'--0" (6) U-Ws sheet_;E of $ ;� } 24 GA_ STEEL PANEL p.: / I co t- LTJ FLAPS HEN'" GVER PANEL- , ,>u O t''.� I cc _ _ /���J/ '1 6 , '• ,`gyp � tY 'c�� af CL a 1/2' PVK!CHED HOLES' @ • P7 • USE REINFOP0NG 'U' EAR AT q�- 16 GA. X 2-1/4' :{ 3/4" X 2' d k -TOR' SEC'11Or1 ONLY AT I a - J FOUR SECTION DOORS 16 GA, X 2-1 i - GALV. STEEL U.130A REINFORCING TRUSS 4 X 3/>t" X 2 q t� GAL'+,'. STEEL U.BAR REINFORCING TRUSS - & BOTTOM OF PANEL TRUSS FASTENED TO � 1 ' � � �� VERTICAL Ir�TTEZ�rEED1ATE STILES W/ 7TrVO iT in,S FASTENSO TO VERTICAL t1�TCERMEDIATE STILES t �= -=- i at �? W/ W)O 14 X 5/8" S.M.S. AND TO ENO STILE ------- # 1 14 X 5i8" S.M.S. AND TO END STELE W FOUR 14 X S 40 SELF GP.IWNG SCR,. l t W/ FOUR #14 X 3/4" SELF DRLLING S. f / 1/2" X 1-3/4" X 16 -GA. I s I { ;a•�•• •� • ••••i1� OPEN TUBE e� 'j j I • •••• - @ TOCP & BOTTOM a /' • • i �y 3/16" Pap R'VEI•S I r ' • • see OF EACH PANEL tCR •• •• 00600 6,rco Al 4" Q.C. cQ • i- - (6) FOR 21" STILES • T • • • } 1 (5) FOR 18" STILES o •• .t • •• •• 1 IE GA- X 2-1/4-' X 3/4" X 2" '� • •3 • ••i•i - � f GAL.V. STEEL U.BAR REINFORCING, TRUSS f 1 • ••• t TRUSS FASTENED TO VERTICAL 1KMIEI JE STILES II j +' . •+ •t • • t - - W/TWO 14 X 5/8" S,M,S. MJD TO END STILE END STILE I En U3 c S • 0•i••i A Va'+% FOUR ;� 14 X 3/4" SELs DRILLING SC-,,. I •• F02 STL, PANEL I ST SECTIC?I`f 1�BOTTOM� INTERMEDIATE SECTIONS TOR SECTION - OUTSIDE of �Oa1' ` -0 o ? u REINFORCING REINFORCING OPTIONAL STOP MOULDINGMI BY DOOR INSTALLEP. Q STEEL TRACK BRACKET FAST NEE TO WOOD JAM-3 WITH ! X14 X 5/s" SAS 3/4' X 2' X 2.-1/2" X .O-w' STEEL 5/16" X 1--5/8' LAG SCREW 6 PER HING= END STILE, CONNECT TO PANELS W3Th LILLY THREADED) � FLAPS AND (5) OR (6) 3116" ,ALUM RIVETS HEX WASHER HEAD TYPE A j 1/2" X 1-3/4' X .058" FORMED STEE SEE DETAIL ABOVE i f ;-GLUED TO PANEL AND SECURED TG SOLID BRASS DOOR VIO,NERLo I �� SOUTHERN PINE_ f P ENO STILE WITH (4) :5/16' POP RIVETS 8Y 'SCHLAGE SECURITY HARDWARE' W w 0.55 S.G. i s t iEDGE , w n aA� r t I 1-7,I8" X 2-5fa' X .ods° sT�L DI5TAIVCE INSTALLED IN 9/16" DIA HOLES IN CENTER STILE CENTER STILE, GLUED AND RIVETED E - � x al r r TO PANEL �v/ (4) 3 f t 6" RNIETS POP RAS [ y' POSITIONED AT EYE LEVEL o F '.. ate, IZ 2° MIN. `,�/1 i _ l14 X 5f8" 5.41.5, 1 ; s> �Ad: " �1-3j1s o '�. x� i EDG `BIS�T. /fit. I 1 t i F` HINGEZz � 1-3/18 } I'•r :5/8- POWER-EKY.T EY 'POWERS' { MIN. EMBED 1rTTO CONC, w 2" MIN. EDGE GIST. 0 i 1.e' X 2.19" X 3.3' X .090' SEE SHEET 3 FOR BRACKET SPACING STEEL TP.ACK 6R�r,CKETS t - � r ON1ti PER BTtACKi*T� I I I' � SEE SHEET 3 FOR SPACING 9 JAVAO AHM.4r0 M( !2 CIVIL T FIA. PE 70592 P{ 1 ! S 7-1/2' X .050" 1/4-20 SS BOLT CA 538 � � / ( INTERE{} SIDE 7-1/?" X .o7t"� / NUT GALV. STEL STEEL TRACK CENTER HIIGE EJD ROLLER HINGE 14 GA. X 2-1/8" X 1' (STANDARD) � 17/8" 1.82' DIA, X .50' STEEL ROLLERS (STD,) r G X 3-5 16" X 1-1 2" OPTIO AL PUSHNUT Cir mtrw. i ; 12 A / j ( } ;-82' o1A. X -5O' NY-ON ROLLERS (OPTIONAL) FASTENED TO TRAC}; PLATES INSTALLED ON ROLLER SHAFT `� ' / 1/4EN X 5/8" CX PL ES -2.75' DIS, X .50" STEEL ROLLERS (01PTIONAL) i O. SLOTTED M.S. & LOCX NUT2.75" DLA. X ,50' NYLON ROLLERS (OPTIONAL) I 5ECTI.M B-B WffH 5" STEM sheet 3 of i ? ; 1 p{p POP RIVETS o � 1-1/2' X 112- X 1/8" HORfZ. ANGLE m� 5/1 E" X -1-5/8" LAa 5GRENS It-TO WOOD OR HORIZ. TRACK SUPPORT, Q t +) FOR DOOR HEIGHTS UPTO 7 FT- r 2" r/ 2-3/4" X 5-1/'2" ,t' 3" X .1C4 5/10" SLEEVE ANCHORS COWER SUPPORT RECD. ON DOOR `" L�liTf-IQUi INSULATION OR WINDOWS, GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY\\ ' EX'EEDING 8 FT. 1N HEr.HT. " S� 'TO? ROLLER PPACKET 0?1 EACH SIDE _ 3 PER ERAGKET �'" 2" X 2" X 1/8 HORIZ.•ANGLE co FAS I EKED 4`I/ {6) n 14 X 5/0" S.M.S. - `�� I I I A - 1 FOP. DOOR HEIGHTS ,A80VE 7 FT, OR m �r^r DOORS VVIT?i hNSULATION OR WINDOYJS 00 W SPOT 'WELDED TO PORiZ- TRACK( � � U G9a THh. Gk-'-V. STEEL AQJUSTABLE 2-1/2' X 4-1/4" X 13 GA STEEL PLATES , x�r' - !! , TVJO bJELQS AT 1-112" APART J , f' _SLIDE FASTEN!`: TO BRACKET - �" £r NELDED TO 1-1/_ X 1-1/2" X 14 GA- ANGLE t A _ FIRST AT 3' O.0-, REST AT 9" O.C. �V/ 5/16-12 -, 3/4" HCX HEAD FASTENED TO TRACT: � V-- �ORI7- CONK:`ECTED TO FLAG 9P.ACXET ANGLEM- SCREWS & NJTS_ \ _ iV/ 3 '8-16 X 3 4' BOLT : NUWITH (4) 1/4-20 55, BOLT & WITS TRACK LENGTH OPENING HEIGHT PLUS 12" � /AND TO SPRING SHAFT GUIDE WITH-� (2) 1/4za X /a BOLT &TOP 13RACIIZ7(STANDARD) TOP BRACKET`s" (OPTIONAL)LOW HEADROOM DOOR. � 3 `• a j 14 G CALV. STEEL TRACK C---1 Ii 7 A ' HO-RIZGVTAL REINFORCEMENT ti4 --(� / VERTICAL TRACK. r� �� > � 1/2" X 1-3/4" X. 058" FORMED STEEL �� / ,� p / 2-1/8" X 1" x ,08D"_- ax r— 4 GLUED TO PANEL AND FASTCNED TO VERTICAL STILES WfTH 2' X 5-1/2" X ,104" j ,/ SECTION A-A ra (2) 3/16' POP RIVETS GALV. STEEL / FASTENED W1 (4) f14- X 5,/8' S.M.S. � �to ( TOP FO_LEP. 8P,ACXET FOR it LOW HEADROOM DOOR OPTION DOOR I � SECTION HEIGHTS BRACKET PI-ACEhIENTS � ��_� i �• ••• HORIZ0f,rTAL REINFORCEMENT lHE30HTTiiq��DjrRrjj4TPj,'5TH1/2" X 1-3/4" X. .058" FORMED STEEL B1 B2 B3 I $4 ( B5 B6 i 87 88 • • • :_J ••• •• GLUED T8 PANEL AND FASTENED TO �� R:-L`' j1$",18 i1}j"�1S" �I/AI1" TO 2"111-3/4"I 23" � ,34•' 25" 56" 67" _ � �i is�" �? • ••••i VERTICAL. STILES Wllt-fi " a -150 :. - WE_ (2) 3/16" POP RIJETS j 6'-6 Z1 ,1a :1s .�1" N/h.1' TO 2";11-3/4"I 23" •34" 45" 58" i 67 ] 7'-0 21"!21'i21° 21"'N/A;1 10 2"l 1-3/4"i 23" 34" 45" j 56" f 67" c�`'.^.is•• •• •••• —5/16" MEETING P.iB ¢ 7'-6" 1s";18" TS" 18".18"tl" TO 2" 1-3/4'1 23"Y 34" [ 45" 56" I 67' 78-1/4" ? ••• • ••• ••••• s' I' r ��. .- I mo— i ••• ro •• ••i•• ":18" [18" 18" 21" 1" TO 2" i 1 3 4 23" 34 4.5" i 56' i 67" 78-€ 1,82' DIA X .50' STEEL ROLLERS c�z y `w -SECTIONS ARE NUNIBERED START]IN�G AT THE BOTTOM •• 4 • ••••• ,.% Jit " / .44 D44• X 5' STEM �� x rf �?x FOR DOORS MORE THAN SFT. HIGH, 115E ADDITIONAL TRACK BRACKETS AT 10" O.C. (ft r•*•�•U� I • • r OPTIONAL Ii[SULATIONS: i> • • ••••i BY 'DYPLAST PRO(NJC-TS LLC' Lu o • ' • u • : • FE'S-EXPANDED POLYSTYRENE pig m —� T.9° X 2.19" X 3.3" X .ONO' ^' ��© • : •••• DENSITY = 1.05 PCF STEEL TRACK BRACKETS N.OA #11-Db-26.07 1 r 2--3/16' HIGH ,. n ' co LLJ C° •� - _-- _ OR GOND)ECT TO TRACK WITH '` "I [� O I ISO-25 POLY-ISOCYANURATE f4) 1/4" BOLTS & NUTS. _ DENSITY = 2.0 PCF 1.... _ _ - - --N-OA #11-4926.06 / '. :...' OR •'' .'.'. .;.:.: BY 'CELLOFOAMI NORTH AMi--RJCA' I-••• - - DEN = 1.03 PCF n - /E ¢ !EI7 f ' KO.A. #10-1129.04 BY 'INSULFOAMf LLC' �j I N I l DENSITY = 0.92 PCF j N.QA #14-0311-08 ri i i i I Q �t \, 0 1 ' 14 G.A. rGALV. STEEL ROLLER HINGES FASTENED 04 W/ (6) ;r 14 X 5/8" SMS m " m 1 � &I1N. .024" P•G11 FORMED STEEL PANEL i� at F- o ' moi ' DRAIWNG DUALITY G-40 En MIN, YIELD STRENGTH = 39 K51 YAM PfomER AND BAKED-ON > � POLYs7ia; PA5NTE0 TOP COAT TRACK CONF-QURA IQPI "((` w APPLIED TO BOTH SIDES OF STEEL 12 CA. CAI-V. STEEL BOTTOMS BRACKET FASTENED VERTICAL LIFT F�iGH ? I�1 a � � 0 - / W/ (4) 14 X 5/a° skis [t STANDARD_ LIFT LOW HEADROO i a _ / DOUBLE TRACK AVAILAE LE. TRAC t OPTIONS E,-rgr. JAVAP .AHMAO CIVIL Md3Dt3CT u?e BOTTOM SEAL OFT IONS CAJ4. 353E - SEE SHEET 5 'Acowuaft ND I • tr. 41 drawing no. I 9 015 SEE SHEET 2 FOR LOCATjIIN a 9 8 I OF REINFORCING TRUSSES � �-- I ;s I heed .�- of • r � i I i 3 4" t P.EINFO C I P. tETJ T I X 1-3f4" X _1158° \if ,015 j;' J8 X1" �r !t FORMED STEEL ` `• .p r` r t SELF DRILLING SCREWS 8 x 1OR " 1 1 �\ 3/16" 'RI�/EX' STEEL RIVETS^ { 1 t SELF DRILLING SCREWS I Li �cGGE DIST, i a to til �. r '� `i I 1 j n' NUL?iGR(P 16/ DOME HEAD ! OF2 �' !e7 . r r t /' 3/1 RI�EX STEEL RIVETS ; - O AT 48 O.C. 4 { V z � �4 !I ~' MUL—PGRIP W/ DOMIE READ AT a. .•� REINFORCEMIENT 4$" O.C. `�. 1/2" X ,-3/4" X .058" / i / ' fl' 0 2 /T�� FORMED STEEL �� -� ( +1 2EY {` 1/4" t}A. LAG SCREWS e -j` Y 1 DA. LAC SCREWS �l J �' € u1 AT 6" FROM ENDS ---AT 6 FROM ENDS f WOOD DUCK-- T•_ WOOD BUOY- (� I AND 11' O.C. Zi:t �/ I `- ANO 1 1" O.C. t�LUC T :^ NJ N'STR9 ADAPTER_i n IALU�fINLIh� VSTP.IF ADAPTER ' In i + �o STEEL EEL g d rl;( RUBBER 'N'STPIPPING=� RUBBER VJ'STRtPPING CI 5{ 05D Lu- + �— 04D �- �lo 224 534 700 L�f tYY = •� ••� } t I 348 . ;j•q� r I t110, ••••.� ;� '' �` �n----t.750---moi �—� -�-- =—;: ••• • l PA BOTTOM SEAL OPTION 4 • ��� ! CD u ••...� OPTION 'A' ! OPTION 'B' ` � ! � ... • ..•• ..... C7 • w • ••• (10 •• 00000 ,I W000 BUCK CONNE TION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) I4 '' • 000 THE INSTALLATION MiETHOOS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT }� 000' t�*3 • •• TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIG:N • •; • ••••i `WILL BE REQUIRED FOR DESIGAk OF GARAGE. DOOR ANCHORAGE E i �L • 0000 FOR DOOR RE.PLA-CZMEWr APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE 0000•. ANCHOR SPACING '�.f� � • • • • VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTIOtd. --T � I � I� U: a • • = ANCi:ORs STf2UCTURE ( EMBED 3 S?a:CING EDGE Diss. � f 3/8; HLC SLMV-t BY 'HILT!' CONC_ 1-1/4" ' 8" �" : o r w Lbii1 t° ) �• 5/16" X 1-5/8- i 318" CONFLEX 13Y 'ELCO' FILLED B1OCK $ 3-3 4 U) 6}® 1 STEEL STR11CTtJR"c i3Y 07HERS 3 8" DYNA13OLT BY-'fTYr CONC. - 1- 2 9 C -a o < n LAG SrJ:EYvS, ' / .. 8 3 t AT 11" O.C. ' _ :3/fl" POWER-BOLT BY 'POWEPS' COr1C. I MUST SUPPORT Tltl; LOADS IMPOSED �,._ I 2° 8"J-_L 2 � -O Z_ r' % BY DOOR SYSTEM j 3/8" SLEEK-ALL kTY 'S1 tPSO1*IS! CONG. 1-1/2' B" 3" d _(0 L1 .. CONCRETE f c = 3Q00 PSI MIN. , r ` C-50 GROUT FILLED BLOCK f'rn 2006 PSI MIN. < 5/16" DIA. BOLTS P—WFTH WASHER & NUT ti ] r = F S,• r. J! \ AT 12" O.C. MAX. WOOD BACK CONNECTION TO ON MASEDGE DIST. / PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED P.EI:VFORCcD MASONRY BLOCK PALL OR CONC. COLUMN WITH < �-^f`' -�/ m �� , i ;�I 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 'fr_ r y �_ Q '12' O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED fL'12 1-1/4" X 2-1/2" X 14 GA I / n 1 UT o LJ °u 5" O.C. II'•ITO 3000 PSI CONCRETE, WITH 1-3/4" M1 N. EMBED I-1/2' ti "1/2 COhff- STEEL ANGLE o 1/2- 2-1/2' 2' c Y• n,� rt;� 2-1/2" MIN. EDGE DISTAACE Z w GA, GALV_ STEEL ----_— z' -3 "' 1/4" TAPPER EY 'POWEP.5 WITH SPACING OFFLAT BRACKETS t3" LONG 8 O.C. INTO GROUT FILED BLOCK WALL, WITH 1-1/2" MIN. EMBED 1/16" X 2-1/2� 2-1/8" X 1" X 14 GA. 9" 0-C. INTO 3D00 PSI CONCRETE, WITH 1-3tb" MIN. EMBED `€LL€T A+ELDS AT 12" O,C. (N DOOR Os'AIG, ani;Q w z m n 3" MIN. EDGE DISTANCE r " AT 18' O.C. ABOVE DOOR OPNG. GALT, STEEL TRACK �[a <t m AT 12 O.C. MAX. � FASTEAIED TO t�2ACK PLATES 1 ; CONNECTED TO CONT. ANGLE 7i/ (2) 1/4-20X58" TRUSS HO, o� 3/8" CONFLEX BY 'ELC;J' OR W/ (3) SPOT WELDS AT EACH SIDE' ��/t SLOifED M_S_ & LOCK r1UT 3/B" LOT BY 'T€W' WITH SPACING OF CONTINltOF15 ANGLE TRACK RfVEPtiSE TRACK ChiT1NUOUS ANGLE TRACK 2 i O.G. IiO 3000 RSl CONC.9ETE, WITH 2-1/2" MIN, EMBED ig WOOD BUCK T 4 1 � TCONCERE AND FILLED BLOCK MIN, =DGf DISTANCE orri(II"Q C.; {u^ C 8" HLC SZ VE BY ULTI' Wrri S'ACNG OF A -3rL � 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/+" MIN. EMBED, 4" MIN. EDGE DIST. ALTERNATE TRACK INSTALLATION 11" O.C. lgro 3000 FSI'CONCRETE. WITH 1-1/4" MIN. EhIBED AND f � 9-112- MIN_ EDGE DkSTAPICEco i+ tf m ! _ Ener• JAVAD AHkAD PREPARATION OF JAMBS BY OTHERS �jgp�p ��qn yqy ^LA. PE 70592 FOR WN CONSTRUCTION ETlGINEER OF RECORD OR ARCHIIEC'T TO VERIFY CAL 38 ADEQUACY OF SUPPORTING STRI CTUP,E TO SUPPORT LOADS IMPOSED � t � ;; 1 5, fl By 00138 SYSTEM. FOR DOOR REPLACEMETIT 1d P,ETP.OFTf BUILDINGS WITH NO ENGIN=ER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION_ 2015 3 � drawing no, � MiAXL3NIUM. EXTERIOR(-L) LOAD PER JAMB = (16.17' X 4$ PSI)/2 = 388 Lhs per Ft. I 98-05 i MAXINI'JM B47ERIO?(—) LOAD PER JAMB — (16.17' X 70 PSF)/2 = 420.4 Lbs par ;sheet 5 of I I 3 I �SO6 f .250 PLASTIC COMPLIES WITH f F 9 DOOR PANEL CHAPTER 26 OF FOC is (.02k) STEEL mfr-i. SEE L PACE 3 ` 1.765 } [;Z -7/16A DIA. WASHR I o 1.144 lu �1, 1'•3' �8 X 3/4" S�.iS 21 3/40 a t -'• �'y4 I — pUA . a wm 3/8" FROM ENDS I ,175 800=G j t t1 1 t y.1 AND 7" Q_G_ WAN. INDIA'. �tl pTH � �d � F EXTERIOR FRAME INTERIOR FRAME 18 1i„ tB' PVC + A I, SMS = s' RMC ONE PIECE Ih�JECT10hJ 'R1+ ID PSC OP�F PIECE IPI lEuT1UN 1 1-3/8a FFcOF.d ENDSaiAX. - a `..t D.1..0_ r i I AND 6-1/2'° O.C. 4ox. ¢ u�;p i' C�k n ` •� •• IILc • (S •`.175 X .062 DEEP 'I a _. . ..._.._.Ij' It'' F. :' ° 3 :li i' .';` '!' �! i; p _ •�� - •••••• IIs GROOVE �-` C---•....•.f� �_- .1 ul s• • • • s - - __ . ,—fir - r.i l I • • _ rr�••• • • ••••• od 1/4- POIOMARSONATE EEXAM1 y i BY Sr,BIC INNGVA'f1VE PLASTICS' �• •.•. • . .• •-� _ II .�' :�- r � 1' ' .i<• ,. r _�� � �' <� _ •� • • •••s••: I i i NOA #13-0717.01 - U' —�- „- - ::, 4n • ��,,r •• •• v i p Z F 1 •• 90W to f OLij I i�-.—_— r � .:,K.s. x — _ '' ''!~�' F'' x_7111 1 '/• - _ W 42N LLI X I I' - :<,---�_- ..=r-"•-e•.=rte=. � is OLn III ��;• �.. ..:_�. � _. — - - j 'I175 X A62 DE j 1 y GROOVE f - I: }'� "— •._-- __ _ _ __— i 4 p 1: U to . 5 (4) #8 x 3/4' SMS INSIDE ELEVATION ` J 1-3`8" FROM c">�IDG RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS AND 6-1/2" Q-C- MAK �'oI5 W NDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION Z fa x 3/," 0 3/8' FROM ENDS- .175 X .062 DEEP f ` ; 1 t AND 4-1/2" O-C, MAX_ � GROOVE SStt cl C 001.a - �� #8 X 3/4" SMS 6,L=_,- Y I ' —� a/8 FROM ENDS ANO 7' O.C. MAX. A11MAQ 1 p -7/16' CIVI DSA. WASHER '.ti ---_ - --_ _ _ _ _ _ _ 1-1A PE1 0.-;92 �MUcTpJDMWED I r< 1 x i I C A AF_ S cq I y } `Jnw� f DOOR PAN£L EXTERIOR 'a 24 CA. (.G24) STEEL WIN. - DOOR PANEL i5j16° wN, D.p. OPG, >; s I dra,rin I10. — � r f Ey 24 GA,. (.021-) STEEL WN. GLAZING B TE I ' WINDOW WDM J 98-05 se�e # of 6 1. +