Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
WS-14-1621
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-219843 Scheduled Inspection Date: October 09, 2014 Inspector: Rodriguez, Jorge Owner: HETTICH, MICHAEL Job Address: 561 NE 95 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: ALL ABOUT DOORS INC Building Department Comments INSTALLATION OF 2 EXTERIOR DOORS Passed tg Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Permit Number: WS -7-14-1621 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060140750 INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP-219782. CREATED AS REINSPECTION FOR INSP-219395. CREATED AS REINSPECTION FOR INSP-216637. No window/ door attachment inspection called. Supply letter from Arch/ Eng for structural attachment with 2 X No access October 08, 2014 For Inspections please call: (305)762-4949 Page 16 of 40 L September 16, 2014 ALmF'AROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT To: Mr. Robert Sanchez, All About Doors, Inc. 7392 NW 8 St Miami, FL 33126 Re: Wood Buck Anchoring pattern Dear Mr. Sanchez, Good day, as per our review of the project documents, please see below our findings: 1. Wood bucks detail for NOA 13-0328.11 a. For jamb locations use Detail C2 in page 3 of 6 b. For Header locations use Detail Al in page 4 of 6 c. To anchor wood bucks we recommend to use 1/4" ultra -cons with 1-1/4" minimum concrete embedment at 16" on center maximum & 6" from the corners minimum, and 1" minimum wood edge distance & 2-1/2" minimum concrete edge distance. 2. Conclusion a. Base on the above, we believe that the installation is structurally adequate. b. Water proofing was not part of this scope. Very Truly Fours, Javad"Afniiad, P.E. Chief Engineer C,tlsers�carloslDesktopiAt-Farooq (Codas MAAll About Geor; & Win do:vs4P cnhel Hettich�buck letter [!] 14-1521.doc 1235 SW 87th Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfar000@afcens.com IVlldl I ll JI IUl C, V IIIdgC 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 BUILDING :MIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: JUL 29 M4 FBCp /2010 7/ Master Permit No-� � 5 11 - 1620 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: -3313j, Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): -p a l / eA Phone#: Brlrlrace• `7- 6 1 !.L - If J it iG ff City: P 1 4AA I J (t" , (--4- State: F`- Zip: -f7(3/ Tenant/Lessee Name. Phone#: 7f 'b �Jra Email: Y IICN� $Ara)( e JJ CONTRACTOR: Company Name: Phone#: Addressla! 21 Qk _z"_' City: ry'\ l Ct K -V1 S State: �:=i_(D i- 8i c->' Zip: r r, Qualifier Name: -Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer:.��"%� ©ddracc• ,�� —256t-�_' CPY)Tl 5tateF'L» Zip: 1q_4- Value of Work for this Permit: $����= � Square/UnearrFFootage of Work: Type of Work: ElE Addition Alteration ❑ New u Repair/Replace Description of Work: ❑ Demolition Specify color of color thru tile: Submittal Fee $ c Permit Fee $ 12-0 ' CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $. DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE S - C •.1 0 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 o,f such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 2 day of 37W< . 20 1`J , by MICG+-tAfJL, (�� , who is personally known to me or who has produced i— QZ41fA-- as identification and who did take an oath. NOTARY PUBLIC: Print: The foregoing instrument was acknowledged before me this day of20 by �c./YJ.�Mtho is personally known to me or who has produced L—tSe-7dls identification and who did take an oath. NOTARY PUBLIC: Sign: Print: -'� - ' �•�� +� `�'? Notary Public - State of Florld Seal: �'�i����/rrrr11�B�\,��`� Seal: �'��, , •'� Commission #EE 1582A9 ,, � • °: My commission Expires ffi#ffiffiffi#ffiffiffiffiffiffiffiffi#ffiffiffi##ffi###ffi#ffi#### ##### ### ffi##ffi####ffi######ffiffiffiffiffi###########ffi###ffiffiffiffiffi#####ffi�!#ffiffiffiiBffi4r+k####ffiffiffi#ffiffi APPROVED BY Plans Examiner Zoning Structural Review Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. _ COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: r� A �1 a-� slr BUSINESS ADDRESS: �� h 1��e�J CITY STATE FL ZIP CODE BUSINESS PHONE: ()��-�l C� FAX NUMBER CELL PHONE () 1S'� -moi i� QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER:CU ��D� E-MAIL ADDRESS (IF APPLICABLE):`l -:�'� � an Created on 3119109 BY MLDV 1 RV 3128109 MLDV CERTIFICATE OF LIABILITY INSURANCE °A0 /11s6i1°4"r' PITODUCER Accurate 8300 West Flagler Suite 114 Miami, FL 33144 Phone (305)226-8727 Fax (305)226-8767 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED All About Doors 8 Floors Inc. 7392 NW 81h Street Miami, FL 33126 INSURERA: Burlington Insurance Co. INSURER B: INSURER C: INSURER D. INSURER E: - COVERAGES COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NUMBER Dpi EFFECTIVE tD%uT EXPIRATION �nS 7A:0 GENERAL LIABILITY © COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS MADE 0 OCCUR f-1 GL -0383741A 05/03/14 05/03/15 EACH OCCURRENCE 2,000,000 RENTED PAISES TO 100,000 MED EXP (Any one person) 5,000 PERSONAL 6 ADV INJURY 2,000,000 ❑ GENERAL AGGREGATE 2,000,000 GEWL AGGREGATE LIMIT APPLIES PER: © POLICY ❑ PROJECT ❑ LOC PRODUCTS - COMPIOP AGC, 2,000,000 ❑ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS ❑ COMBINED SINGLE LIMIT (Ea nddent) BODILY INJURY (Per parson) BODILY INJURY (Per aeeldent) PROPERTY DAMAGE (Per accident) ❑ GARAGE LIABILITY ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG ❑ EXCESSIUMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ EACH OCCURRENCE _ AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR I PARTNER I EXECUTIVE OFFICER I MEMBER OCCLUDED? I f� desedbe under SPECIAL PROVISIONS below Q WCTOR�STATU- ❑ OTH- E.L. EACH ACCIDENT EL DISEASE - EA EMPLOYEE EL DISEASE - POLICY LOST OTHER DESCRIPTION OF OPERATIONS I LOCATIONS i VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Finish Carpemty Glass and glazing License# 06BS00653 CERTIFICATE HOLDER CANCELLATION ACORD 25 (2001108) QF O ACORD CORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL City of Miami Shores Building Dept 30 DAYS WRITTEN NOTICE TO TIFICATE HOLDER NAMED TO 10050 NE 2nd Ave THE LEFT, BUT FAILURE TO DO SO 9 SE NO OBLIGATION OR LIABILITY Miami Shores, Florida 33138 OF ANY KIND UPON THE INSURER, R REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Lucia Estrella ACORD 25 (2001108) QF O ACORD CORPORATION 1988 CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 06BS00653 t. ALL ABOUT DOORS A FLOORS INC D.B.A SANCHEZ BERTO Is certified under the provisions of Chapter C of Miami -Dade County VALID FOR CONTRACTING U' NTIL09f3012014 QUALIFYING TRADE(S) 0053 FINISH CARPENTRY 0023 GLASS & GLAZING Oy�ML'yiRr Chanes Danger P.E. faluY Secretary of the Board www.rdeMth3de.9w/devetoCme174 Warri-Dave County retains e0 property rights herel.�. JEFF ATWATER CHIEF FINANCIAL OFFICER 1 STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION 01-04-2013 * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 01/04/2013 PERSON: SANCHEZ FEIN: 650996400 BUSINESS NAME AND ADDRESS: ALL ABOUT DOORS & FLOORS INC 7392 NW 8 ST MIAMI FL 33126 SCOPES OF BUSINESS OR TRADE: 1— GLAZIER AWAY FROM SHOP AND DRI EXPIRATION DATE: 01/04/2015 ROBERTO IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certlficate no longer meets the requirements of this section for issuance of a certificate. The department shell revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 Miami Shores Village Building Department 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 full-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 . f: 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. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore,oY u may be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Print Name: Signature: State of Florida)®�, County of Miami -Dade) ����� Sworn to and subscribed befoi`qie s day of .v: By (SEAL) 'i� L.12\���� �\\\\• Tvae of Identification produced Contractor Print Name:_91-,C�Qe Signature: f. �rp State of Florida) County of Miami -Dade ) Sworn to and subscribed day of `X c,c X46 / Lo of PlotaN Public - State of Commission #EE 14 0065tH Local Business Tax Receipt Miami -Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 6503263 BUSINESS NAME/LOCATION RECEIPT NO. At L ABOUT DOORS & FLOORS INC RENEWAL 7392 NW 8 ST 6773478 MIAMI FL 33126 EXPIRES SEPTEMBER 30, 2014 Must be disp"yed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS ALL ABOUT DOORS & FLOORS INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED 06BS00653 BY TAX COLLECTOR Worker(s) 2 $75.00 09/24/2013 ECHECK-13-009655 This Local Busing Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8s-276. For more information, visit www.mie,-±iri . 'e .; rogra!17r X I Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL -DO NOT PAY CC NO. 069500653 MC BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES ALLABOUrDOM &FLOORS INC NEW BUSINESS SEPTEMBER 30, 2014 7392 NW 8 ST 7438710 MIAMI, FL 33126 Must be displayed at place of business Pursuant to County Code Chapter 9A - An. 9 & 10 OWNER TYPE OF BUSINESS ALLABOUT DOORS & FLOORS INC SPECIALTY BUILDING CONTRACTOR PAYMENT R BY TAX COLLECTOR 200.00 10/03/2013 0227-14-000083 HIAM ffis !er®oro wfonea6so.Visit www.miamidade.ae ssoliectsr II82£�- �i en yin 4.�Coy *4w )-271 - A/ WV 1$ Q �oo� JUL 2 8 2014 IN civ eL Al'7 1 #&)• I FL 7 13 APA i FC 33 ftmk&&7z--'.mai $ AL wFAROOQ CORPORATION KimCONSULTING ENGINEERS & PRODUCT DEVELOPMENT 1. Client 2. Project Name 3. Project Address 4. County SITE SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7-10, FBC 2010 EDITION (Based on data supplied by client) ALL ABOUT DOORS MICHAEL HETTICT 561 NE 95TH ST MIAMI CITY DADE 5. Building Height : 15 6. Building Dimensions :Length 7. Building Roof Slope . ❑ Flat 8. Risk Category ❑ I FT. FL 33138 STATE ZIP FT. Width FT. ® Slope ( See Figure 1 below) ®II ❑III &IV Risk category '1' applies for non essential buildings. e.g. storage facilities etc. Risk category 'IT applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 'Ill & IV' applies for essential buildings. e.g. schools, hospitals, police stations, fire stations etc. 9. Attach floor plan with shutter/ window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) Client Representative Figure 1: Flat roof Sloped roof 1235 5W 87th Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroo1p0afceng.com ALL ABOUT DOORS MICHAEL HETTICT 561 NE 95TH STREET MIAMI, FL 33138 Coefficient Kh 1,03 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z [qz] (Ib/(t^2) 68.64 Wind Speed (mph) 175 Mean Roof Height [h] (ft) 15.00 Importance Factor 1,00 Height Above Gnd. Level [z] (ft) 15,00 Exposure Category D Horizontal Dimen, of Bldg- (ft) 102.00 Risk Category 2 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kz 1.03 Coefficient Kd 0,85 Velocity Pressure Evaluated @h [qh] (Ib/ftA2) 68.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures (Ib/ftA2) Mark Comp Type W (In) H (in) S (in) A W Z4+ Z5+ Z4- Z5- Pos Neg Z4- Z4- Z5+ Z5- In Zone ALL Other 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 48.6 -52.7 B.6 -65.1 Z5 ASCE 7-70 WIND LOADS ON COMPONENTS AND CLADDING: AL FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signature Design Date Design Reference Number 6/17/201412:35:27 PM e a a �f�Jw 'Vr aro ASCE 7-70 WIND LOADS ON COMPONENTS AND CLADDING: AL FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signature Design Date Design Reference Number 6/17/201412:35:27 PM MIAMI - MIAMI -DARE COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 Slv 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2540 F (786) 315--2599 NOTICE OF ACCEPTANCE MOA) www.miitmidad&Z9vreemnoml Lawson Industries, Inc. 8501 NW ge Street Medley, FL 33166 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 RER- 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 slated 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. 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 Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series %a Porte" 8'-0" Outswing Glazed Aluminum French Doors - L.M.I. APPROVAL DOCUMENT: Drawing No. FD 2003, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12!02 with the latest revision 'V, dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been tailed 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 renews NOA No. 12-0127M and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 7),k t--tF Page i Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD -2003, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03/27/13, signed and sealed by Thomas L Sotos, P. E. B. TESTS 1. Test reports on: l) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswmg French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NDA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI -09 2645, HM -09-2624 and HETI-09 2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 3. Test reports on: l) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: l) Tensile Test, per FBC, ASTM E--8 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02 TO95 and HETI-02--T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 03-0219.01) Jaime D. Gaseon, . E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June OS, 2018 Approval Date: June 06, 2013 E-1 , t , Lawson Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-021726, HETI-02--17289 HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-024765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 03-0219. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NDA No. 10-0128.04) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteV PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflez and Saflex HP Composite Glass Interlayers with PET Core" dated 63/28/13, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and HAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submiffed under previous NOA No. 12-0127.23) Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E—Z Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMWED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07127/10, signed by Ishaq Chanda, P. E. (Subinitted under NDA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.1"128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HM -09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submiiied under NOA No. 10-012&.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI. 04-1896B, HETI-04-1377, HETI-02-T095, HEM -02-T090, HETI-02-1253, HETI-02-1726, HETI-02--1728, HETI-02--1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz--Seda, P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 12-0127.23, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors - L.M.I.", approved on. 04/05/12 and expiring on 06/05/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 B-3 _ Sidelite C3313/16'f.) ANCHOR NOTES SEEa ELEVATION AT SHEET i OF 8 FOR �tl-�•' ANCHOR O.C. MAX. SPACING AND LOCATKONS. . 2. FSEE SHMET 4 OF ASTENERS 6 FOR INSTALLATION .. 3. SAME ANCHOR SPACING O FRAME HEAD & SILL 143 1/e' Mox Unit Width Swing -- Panel WWII, C 35 3/16' roux. 1 s• JuLifidu ' ES SINGLE & MULTIPLE PANELS (899 ELEVATIONS). NOTES 1) THIS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. BILL OF MATERIALS QUALIFIES UNITS WITH AND R177i0UT SIDELITI� MAX. PRAMS SM 148 1/2ar. X 98 3/4%. OX107 2), (RAN MEETS REQUIREMENTS OF ASTM-EI300 AS PER CHAPTER 24 OF DWO PART D. DI PTION REMARKS . QUALWM SINGLE OR DOUBLE BOTTOM RAILS MAX. DAYLITE OPENING WIDTH - 86' L-901 LII -0981 FRAME HEAD 6063-T6 ALUMINM B L-908Lit-097 BEYOND WALL DRESSING OR STUCXb, I FRAME SILL 6063-T6 ALUMINUM S). SEE NOTES O SHEET 4 OF 8 FOR INTAI.lMN FASTENERS TYPE. L-903LU-M NO HURRICANE SHUTTXRB ARE REQUIRED E FRA14E JARS 6063-Y6 ALUMINUML-904 F3.1 LII -096B SIDELITE JAMB ADAPTER 606-738 ALUMINM L-906 1.11-092 e x panel PANEL TOP 6 BOTTOM RAO. 6063-T6 ALUMINUM L-907 LII -091 I x panel HINGE STILE 6063-T6 ALIMIN M L-905 1.11-094 1 x PmnW LOCI STILE 6063-T6 ALUMINUM 8 L-909 LII -098 2 x Porro) TOP 6 BOTTOM RAIL ADAPTER 6063 -TS ALUMINUM 9 L -91I LU -083 AS RED% W4 ROUND ALUM, BEAD - 7/16' 6063-T5 ALUMINUM 10 L-912 L11-087 AS REO'D 1/4 ROUND ALUM, DEAD - 3/8• 6063-73 ALUMINUM I1 FD -04-9 L-908 2 x PmroU HINGE LEAF ASSEMBLY 6063-T3 ALUMINUM 12 VVS-001 TP 32@6 AS RECD. Ruth "I Vts'pn Plastics, Iw .-TooSee H6terlU CorgUesiva n at Sheet 13 PVS-OOt ■ AS REOL VTS'P. 1 TOP/BOTT. RAILS Schlegel FS - J97•e. X 210% 14 PVS-002 x AS REOL WYS'P. 8 FRAME HEAD 6 JAMB Scht"et PB - J87'e. X .33Mh 13 L-910 1.11-089 e It PWIM STRIKER )RUNT00 PLATE 6063-T5 ALUMINUM 16 F11-619 FB -619-1 2 x Patel STRIKER PLATE 6063-T5 ALUMINUM FO-631 LII -086 AS REND. GLAZING ADAPTER 6063-76 ALUMINUM NC -001 SF -3802 e x panel DELTA FLUSH BOLT 01 TOP 6 BWTIM IIF I= STILE) FG -681-2 -NLN l SET DDDR LGIX f DEAD BOLT SET KVIKSET - Serbs 690T cwm FD=bel-e -024/ORS 1 SET DOOR LACK / READ WLT SET SCHLAGE - Series rpm C6M� re4 FD -601-@ HC -024/028 1 SET OM LOCK / DEAD BOLT SET DEFIANT - Serbs 831 CQl= x 1'S-0.'1°3 AS RECO. From Install screx - Head SAW- T ( See Notes) x FS -033 RECD. Frww IrMtall. SCre- %,WSM 8/16•- TAPCON CSee Notes) ■ FS-DB6 8 FRAME ASSEMBLY SCREV 112 X 3/4' PR -PFO. @3 a FS -012 AS RECD. JANE ADAPTER SCREW $to X 3/4' P.N.-PHL e6 FD -634 1.11-171 AS REO'D. W4 ROUND ALUM. DEAD - 11/16• 6063-T8 ALUMINUM 27 s FS -043 B GLAZING ADAPT. ATTACH. SCREW 08 X 1 1/4- Flt -PHI. 28 s FS -049 e/Penel Dsuble Rog Assynbly Snore 3/8'x2 1/4' Mea Scree 6 Mut 29 x a AS RECD. NEUTRAL CURE SRIWNE Sdume-Mweh"d 9h3731 30 ■ x AS RECD. NEUTRAL CURE, SLWW Dow Carting 099 ' 31 x ' XAS KIrL NEUTRAL CURE SILICONE Trento S -30D 32 x xM RECD. Leninated Gass so* Pg. 3 Dupont - Santry Wass Pius 33 ■ x AS RECD. Lonhnted Wass see P4, 8 Dupant - PVB 34 x x AS REGIA Lon4rotod Glass see P0, 8 Sonex - PVB 33 x Hr -008 e/Ponel PANEL ASSY ALUM PLATE 1 I/2'x Wx 1/8' (6963-T8 ALUNJ 36 x HC -004 e/POnal Panel Assay Full Lenght Red 3/CDa.-ROD Rod, Plate. now Nvt 37 x FS -011 / HINGE ATTACHMENT SCREW BID X 3/4• PA / PML 38 ■ FS -044 M SIDELITE ATTAMO04T SCREW 410 X V PHMIL. - (17. OC KwO 39 )lC-096 S2PPMBM4 6/Janb 1/2• ITh. Note PWB - Nylon 6-6 MMROPLASTMS - Rock.M M-79 40 HC -ODI 5BPM7BGII e/Parm 7/8' ITh. Hole Plat; - Nylon 6-6 HICROPLASTICS - ReekwU M-79 41 x HC -DIG I t/BOLT FLUSH BOLT SM PI - Nytom 6-6 SUNCOPLASTICS Ina• Rackeell N-79 42 L-913 1.11-086 As RECa Ile ROUND FALSE ALUM. MUDITIN 6063-T5 ALUMINUM 43 ■ x AS RCCA INT FALSE APPLIED )NNTIN 1.28' X .022• STOCK ALUMIWM 44 L-913 FD -623 AS RECD. FRAME HEAD SHEAR PLATE 6063-78 ALUMINUM - 4' Wag 48 L-916 LII -117 AS RECD. FRAME UAV SILL - OPTIONAL 6063-T8 ALUMINUM 46 FD -638 HC-0BD 1 TWO-POINT FLUS1(8(LT LOCK W'TDIM ( FOR +/- 76.0 pat OP) 47 FD -626 FO -686-1 B/PorM FLUSH SILT GUIDE ALUM, ANGLE 1 I/B'x I IIe'x 1/8' Alun 6853-T3 48 FD -627 FO -6e7 -I 8/P6nei B-PeMt Lock bit Wilde ANW.E 3-x 3'x 1 Me-. IM Alun. 6053 -TS 49 ■ x AS RECS, Joint Sealant- Whito Catorod -Por fa Coe Sups, Seal 30 1,11-638 HC- 1 SET LOCH ACTIVE HANDLE 6 TRB(SET ASHLAND BWS201hA S FD -637 14:- I SET MILTi-POINT LMK ACTIVE ASHLAND RW8110-STACT3 52 FD -640 HC- 1 SET L=K PASSIVE HAXG E 6 TRMSET ASHLAND 1148801A -P 83 FD -639 HC- 1 SET MULTI -POINT LOCM PASSIVE ASHLAND RVSUO-STPAS4 84 F11-641 NC- 2 x Panel 141M -Paint Lack Bolt Oukta NY1.ID1 6-6 Ratkxeli N scale 79 38 s FS- 4/Gvlde Bolt Wilde Attnehamnt Festmner B6 x VB• PJI/PHG_ 96 FO -Me NC- i x Lack Lock Top Mount Adopts NYLON ADAPTER 57 1 FD -643 I MIC- 11 x Lock Lock Bottom Mount Adopter INYLON ADAPTER _ Sidelite C3313/16'f.) ANCHOR NOTES SEEa ELEVATION AT SHEET i OF 8 FOR �tl-�•' ANCHOR O.C. MAX. SPACING AND LOCATKONS. . 2. FSEE SHMET 4 OF ASTENERS 6 FOR INSTALLATION .. 3. SAME ANCHOR SPACING O FRAME HEAD & SILL 143 1/e' Mox Unit Width Swing -- Panel WWII, C 35 3/16' roux. 1 s• JuLifidu ' ES SINGLE & MULTIPLE PANELS (899 ELEVATIONS). NOTES 1) THIS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. E 3. QUALIFIES UNITS WITH AND R177i0UT SIDELITI� MAX. PRAMS SM 148 1/2ar. X 98 3/4%. OX107 2), (RAN MEETS REQUIREMENTS OF ASTM-EI300 AS PER CHAPTER 24 OF 4. S1lT & INT FRISS COLONIAL MUNTIN APPLIED 9/81L1CONB. THE FOC 2010 CODE. 3). �D SUCKS BY OTHERS, MUST BE ANO40M PROPERLY TO TRANSFER 8 S. . QUALWM SINGLE OR DOUBLE BOTTOM RAILS MAX. DAYLITE OPENING WIDTH - 86' LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUDDING OFFICIAL. 7 MAX DAYLITR OPENING HSORT - 83 1/8" 4). ANCHORS SHALL BE AS LISTED. AND SPACED AS NOTED ABOVE AND ON DRAMO DETAILS. ANCHOR EMBEDMENT 70 BASE MATERIAL SMALL BE B . BBE ELEVATION AT SHEET JefB FOR MAX. ANCHOR SPACING BEYOND WALL DRESSING OR STUCXb, 8;. ALL DUMMONB SPECIFIED ARE IN INCHES S). SEE NOTES O SHEET 4 OF 8 FOR INTAI.lMN FASTENERS TYPE. 10). NO HURRICANE SHUTTXRB ARE REQUIRED 6). ANCHIGM0 OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE NOT PART OF THIS APPROVAL LIMITATIONS: !!R 1). MAI. OP - t86 PSF W/ (4) Surlaae Bolts & Glass Types A, B. C & D. ee��(SEE LOCATION DETAI S O SHIM 3 OF 6) o• ��� 2). MAX. UP - *76 PSF W/ 2 -PWM Lock active)+ (2) Surface Bogs at Dwativa 'P 3). MAX. BP - t7B PSF W/ Flat SDI & must be used where water Infiltration Is NAI. ENGR(eER ay axrorb�teBPSF WWops"% Miprotected L�oart (moi-oe9uro+) (PoaewaqraoW ot can. i 4.t'�'•✓. r: Revised UU Notes17 r FBfR004 -ll Ol 00 /1.1 //)/ ®4� 8501 NW 90th SL . t: ` •' sR !ma to comply r/ PBCB007 & added LLLiiiiYh7l Y Y MEOIkY, FLORIDA 33188 lasulsted Glass Ol/OB/l0 6 (808) 898-8880 Ashland Mutt -Point Loop 01/97/11 AFANDFACTUM OF /04url' ALIWX M NUMBS AAA DL89 DOORS S Revised to comply r/ 2010 PBC 0- pea pN pe.x nor ahsan Area 81m6 •-1.v : ECe RNA APPMAL WPAOT 7RDIG1 DOOR 1 OT 6 2 NeAon Bram "La a "La Porte" Impact" French Out -Swing Door Nie Onmm '' `• - ^' ��``a °�°' aP Haloes BTeso Ol le �y ��Jy.,toy 8afw sl�sexerrr orwelaosmarn FD_�s awro.r+ew b.1.e. "P• 110 7/8' NOx Ural lAdfP 1h� 01 NMI 146 Yr Bex III Width AL7fl0UTE AMB R61011P AOTOAL SIRONee) IPa VtWUr el wing een ( 3:i 13It6' wnx�l A f 3 3AW rmz� qp A i q B �. . q ft..T th ° E � ' '. °G52?S r�r p N y`, � (:- v^ w • ,. �' ` •/r tl pp AoJ� e I e 8� Ilex.91. 3 YW d!'g "d to amply «/ 8014 PBC C D I q E S •860 353/16- *760 !760 D ' mlm I 30IMdt�YalN � T Ure�l/Wtfi 1 A I 1 I: �-- AT SXEET�J all"QUO" ELEVATION ANCHOR NOTES: LFO�CRA a. rN�G+SbR�0 L�cwpi.BSPAET CING AANDttAlI0A1 twNs. FASTENERS TYPES. V "OX" ELEVATION APPROVED CONFIGURATIONS i• ALL FROM ERI E. REPRESENTATION z. FALSE COLONI COLONIIA MMMT OPAA70NNA PLIED w/ SILICONE 3. PAtd[ty, �YTH SINGLE BOTTOM RAO. 4. OOOUT-SWING DOOR WITHOUT INSECT SCREEN. 146 Yr Bex III Width AL7fl0UTE AMB R61011P AOTOAL SIRONee) IPa VtWUr el wing een ( 3:i 13It6' wnx�l A f 3 3AW rmz� � + ® I3- 2s8 i q B �. . THOMAS Ham P� q a• Cod0o1 ° E � ' '. °G52?S Revidon Not= to 8004 PSC -1170r, y`, � (:- v^ w • ,. �' ` vtaed amply V load to amply amply */ 8Cam & addee q Insulated Ole" OI/RE/10 Ilex.91. 3 YW d!'g "d to amply «/ 8014 PBC C Aa 2 or Nelsen an., OI 11 DD Ra Nelson Bra" 0 11 E S •860 353/16- *760 !760 D ' mlm 6 P 11 3/16' 2760 ±760 !760 4uv4 276.0 off .760 6 !06.0 29 3/16• !760 !76.0 !760 r !760 6 •860 36 3/16' !760 NBA !760 O, luttl AT SXEET�J all"QUO" ELEVATION ANCHOR NOTES: LFO�CRA a. rN�G+SbR�0 L�cwpi.BSPAET CING AANDttAlI0A1 twNs. FASTENERS TYPES. V "OX" ELEVATION APPROVED CONFIGURATIONS i• ALL FROM ERI E. REPRESENTATION z. FALSE COLONI COLONIIA MMMT OPAA70NNA PLIED w/ SILICONE 3. PAtd[ty, �YTH SINGLE BOTTOM RAO. 4. OOOUT-SWING DOOR WITHOUT INSECT SCREEN. AMB R61011P AOTOAL SIRONee) ascomplyfolluftilieFlaft � + ® I3- 2s8 i DP POP ) 41&68 44188 TYPE ro' TYPE •o' •% (�') +/-( B �. . THOMAS Ham P� q a• Cod0o1 ° E � ' '. °G52?S Revidon Not= to 8004 PSC -1170r, y`, � (:- v^ w • ,. �' ` vtaed amply V load to amply amply */ 8Cam & addee I ,.S-' i 3 �.,{. Insulated Ole" OI/RE/10 •. Yrlobtaid Molt -Point Wok 01/87/11 "d to amply «/ 8014 PBC "�kTE OF t41/te Aa 2 or Nelsen an., OI 11 •, w Ra Nelson Bra" 0 11 't S •860 353/16- *760 !760 �4Y nArPPm ' mlm 1\_r1A "X" ELEVATION "0" ELEVATION "LOParte' IMPACT PRBNOB OURBOING DOOR - D0810N l"D CHART AMB R61011P AOTOAL SIRONee) t gum or /+ANO DP un TYPE "A" & "R' f/-(Pw) PANEL ACNIAL ONolOrl ruTa • DP POP ) 41&68 44188 TYPE ro' TYPE •o' •% (�') +/-( ateBe ro• +�/-fPB% rmrN • Rumlr • 10 1/4• 16 1/4' B8114' 77' He 1,14' 30 V4' 34 1/4' S •86.0 it 3/16' !TB0 !76.0 176.0 6 ;tt6A 17 3116' !76.0 176.0 2760 D !86.0 23 3,116' -760 !76.0 17" 3 !88.0 E9 3,116' +760 N60 2760 9 2860 31 3,116• 2760 2760 2760 S •860 353/16- *760 !760 2760 10 1/4' t6 1/4' 8B 1/4' 93' O8 l/4' '467 30 1/4' 34 114' 6 !860 11 3/16' 2760 ±760 !760 6 •86.0 17 3/16' /760 !760 276.0 6 1660 e3 3/16' 1760 1760 .760 6 !06.0 29 3/16• !760 !76.0 !760 6 •1160 31 3/16' !760 176.0 !760 6 •860 36 3/16' !760 NBA !760 • G PAWMMgt'.&0 D Y PIUITF9 / of Rem on A777��Fam Ms 001 NW 9011% St. LA gWSON 7 MMEM". MORIDA EMS .B-E8DA JUIN MINVAII IR68OF QOAUFY a /L MIMI, wmm No 01.09E 00088 Merit AP"a"Pr - � Ir6NWl ,,— ao 3 OF "La Porte" Impact" French Out—Swing Door PM.•• a+xxwe a.mw 4a.rm FO -appy A.ww.. awn TAAPNC¢MIN W RTES BELOY CDR SPACINN �•—R x W.T� VOID SILK �— V4• MAIL SKIM TYP. MULLION S(dollte ) Ire• Hmi Etr�P DLO Width14 • ... Panel Width 11 1 }• MEMBED TY O O TYP i8 4 Active IIRBNOR WDB am tractive Active 1metWe ' �f 1H to 1;' `.i moa rope �'OB IGH LOCK nUES WITH n.USB BOLT LOM © SUM WITH TWO-POINT LOCK & NAM BOLT EXTERIOR BNT•ERIOR SIDE SILL 2' sUl height SILL 1SAW TNAIPNCUENR�Wp/, hil NOTES BELOW FOR SPACING) BP. OPTIONAL - DOUBLE BOTTOM RAIL DRTAIL INTERIOR SIDE cam NOTES VD -w- SPAcuet] 3 LOCK STILE 3 4 ., 20 21 15 16 MULLION JAMB Actwe 7 46 7 Irvactive 6 6 17 8 ;i r 12 12 23b+` 17 SIogDla Y r ;s I S once H 17 12 9 10 t4 S 10 14 i l V4• Q1U(7ERIOR SIDE O C2 MAX SHIM "0)= 1 UNITVIDTH MIN EHE ED ANC)IOR NOTES: I. SEE a"AIION AT Mal OF 8 FOR ' AANCCH�ONRO.O.C. AMAX. SPACING AND LOCATIONS. . e .. t 2. FASTENERS tt&.6 FOR INSTALLATION 1 � � Aoeeptanoe� � Aeuve Inaative Ie OPTIONAL BOLT ® TOP RAD. ..... - ,.�.. a 6 I 6• Active Inaallve ®FreBIOR mna Irreeoa ems �o-pant 5 j (*) OPTIONAL SILL 1�e�B'il OPTTDNAL BOLT BOTTOM RAtt. �9/1V TyA�PPCGNI W 'r' TTP SEE DEfAU. f3 COR HIM IiTM LOCATION I (SEE NOTES BELL FOR W JPO-POTNT MULTI-POU FIAT SILL NOIR: $ MAX OP - 378 PSF MAX. OP . 386 PSF TWO-POINT LOCK IJMFTATIONSt DOORS 6 SIDMITES WITH THIS SILL TO IE 99 V4• MAX. FRAME HEIGHT. OPTIONAL. LOCK DETAILR 1). MAX OP a 386 PSF W/ (4) THIS TYPE IF SILL IS LIMITED TO N- 760 pof DESIGN LOAD AND Surge Bate & Oloss Te8 A. 0. & C. . PROWIDIA ' Ir yp 2} MAX OP - 378 PSF W/ 2 -Pan] Look (astive)+(2) Surface Bate O hroe%tive !DIST BE USED WHERE WATER tWILTRATION IS NUT REWIRED OR THE EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR RDWC OVE111010 MATER THAN ��EIX�1A1. TO THE HEIGHT OF THE WALL 9m i 1 BevtHsn Notes /� %8501 NW froth 51. 9J17i� ®1 tl MEDLEY. FLORIDA 33168 V CS. (305) 698-8600 R)Wsed to comply • F6C90W -ll 61 Reebed to comply r/ FOCOM A added !said" OLse 0I/B@/10 g,$IW ' MaU-POIDt IgOk OI/87/l l Revised to comply W/ BID NO MANUPACIVAMOP QUAFJPI' IL WMM RFNDOWS AMD WN DOOFB mos sws no 0m Prod trlV>rR drrt"/Alod"+ lAsm em.tr WPAaT FRLNCHH Once S M B mum B" Nawn &.m Ol Is "La Porte" Impact" French Out—Swing Door t t�j� ^y,�n,;r !ANTI deii�l�t`t TS nrav*Ow Not. a-$. 1,01 /""712 18 mm o.Ls. ew,••o AW.)rn mdwv nonern AIH® prr4 FD -2003 3/16•TAPWW 5116. TAPCQN V1* 1C/1?E sPWO INROR SIDE EE"A Fmt sPac¢vG 3 INTERIOR SIDE 3 Dd'MOR SIDE 3 LOCK STILE ° ' LOCK STILE JAMB 19 21 L STILE 'B •': t' .t • 't `: JAMB 19 20 21 to z ra}. .: ry. 29 3 r19 15 12 17 Inactive . i{• •,'•., ••+`• Active Ac '� to '`�:� tB �:�� • �; ;� .�.y �:.', 7 e to ::�`r » : — — Active T 17 a +o t2 12 ix O11 �O va• �'+ G2 Mx SHIM (ttj�+JJI O RI.a D" �.. I �' aha. EXTERIOR 9D I/NIT VIDTH MIN EMBED UNIT MOTH 3 EXIIWOR SIDE OW.) BXTBRiOR SIDE gt RtABRIOR GIDS 3/18• rAPcoN v/ 3/16• TAP= v/ L K STILE 3 4 58 57 • •< r qs em am. t 1/e• M)N t7ABED. L. DIS H R IY? .r . •ISEE NOTES FDR SPaCINIU NOTES CDR SPattt.Xi 19 20 21 4 .Y• i! T17 MULLION RIA WR SDE Active F tP.T a t :' :3 . ."l• ;,;: 'i' L b YOOD BUCK .... 30 3 7 4 8 60 Plaids a MIPL MAT `•t�"' -�;, •al;:-.,;; s2 R°001A�tbda �3.£y3Z L ala 20/6 V92= Active S'KletltB ,, _ LOCK1 a/ MAK 1• tMX. SMIH Tm. 12 P.X'PBR10R �EHEAD s SHtM rm. HEAD13 2 Al 13 a ,o 12 • G3 3 INSTALLATION FA9TENE)i3 NOTE8 i2 B Serer',X BUCK LAN M REOMED FASTENER LENGTH5 g 6 each awe of Jonas. EAD 5 16' X 3 1 2' LoqTAPCON •) Per 6"te) Bx'fER10R 81DB Sr* 5I 8' sx x2/o/4`�Letp TAPOON�(') NE INTERIOR SDE3a rauwoNs: s/16' x 2 1/4• t.aig TAPCON(•) r g 83 j•) Tetx�t Rtr 'A lco. Olt •Rvu Oslo' 9 t0 '— T GLASS 6 g 1 CK STILE 'xX RUCK' MMIMUM REOIIiRED FASTEAAFER LENGTH DtTERIOR SIDE 88 S SILU gY8� ax 231 -Ong g TAPOQN() ') F t+»etn,v JAMB: s/1e x a t/a' Lona TaPcoN(•) a S a q MAU0N5: 5/18' x x 1/4' Lona TAPCON(•) INTERIOR SDE __7 (•) TARN BY •Rico• OR •RIIILORIC' +� tr w.. oe. I NOTES: ALL FASAEMM R/ t 1/2' MM. RMREZIUMT. 17 AND t/A• MAX 9ftIM SPACE. EXTERIOR SIDE sum Ti'i2 12 • ALL TAPCON LWWTRS W SPECIFIED ARR of 6 MININONS g 18 POR 2 g 2 PRO AIV EXTERIOR SDE tANCHORR MAX SPACRAD ANDSan ZWnWN AT BMT A OCATIONS ) 13 12 13 12 F,Lt a, •.' - GEN ' ReAslon Notes: O23 B 1 23 pie, .i ' •$F '•. SSO Rev N to oolaP49 a FttC8004 -576Ol 06 ��•• /�/j(j/� /7��/j 8501 " 90th St. N i, %225 ed to GGMPIP s/ PB=7 A added AC !� F f S O V MEDLEY. FLOIRDA 33188 �•:,•;+�= He_tglht i~ Insulated Glow 01/e2/10 C. (305) 696-8680 SILL 1 i, SILL f, , (% S Asalsnd Mutt-Point Look 01/27/11 NANSFAVVRBR OF QVAM" AAOMfNFM aVWW AND CASA DOORS '•ir" i • ') : 4y i i • 1 • •" 'i4` i ' • t i i ; it ReWed to oom* er/ =10 PBO asmo trvu a.t qua f w oe�aaw D"nNi.A•a nim se.w ! ,i. r . v„ti h•.: "`-O fir • to, qct APPROVAL IMPACT iwJICN trona A or e 1 �' MIN EMBED �."r�z '�p�• 1^'i i, 1 �' MW EMBEDµ, 0�: 2�� Feii°Dja NeUon Brass 0t 87 li "Y+PI Porte" Impact" French Out-Swim Door TVP • • TYP 't'• •:c.. 5...•.s5^`°° Dmm sm ow 5/16• YN�ADIPN�yCOEEN��Vpp/,, • 1t t`g� qtb Nelson BraaO Ot 18 ketWTALLATION NOTES F'Ot SPACIEID) DATE e.e.a BOam+. NmMa pmobiy Ataaen, FD-2003 R,war e.,re �. slaurc Arrsdacer aWovt • - ro rn xAcvr - W. AttcAa.r 1©Olazft Ada art . v4• ee.FxlL � / � — vgnncrerP rAcc w Carty • .•-` lamtnatad (Ross sea AWA9rd1t Vol 8olalla A or PRAMS ASSEMBLY DETAIL SIDBLI7E/JAMB ATTACHMENT DETAIL �TIME L L_ Round Bead 9 to EXTERIOR SIDS GLAZING DETAIL Bl INTERIOR SIDE 1 F—OlaalnN Depth �Ixxw 1 V4• NDt M MST f - U16'0.W MO. WI I'll. MIN SPAC NOTES FOR SING) Awa SILL SEALANT DETAIL I 3/Ia' Mamoled 8 996• DuPont Sap Int 3 13M. Ammalyd 3 ILW Mnea1M sMwr; txATCA m tt tMCD smAe T6 sru �xp(Pg.�TJ lof� f V..�,:, ° V2 44.11— 3(e' 114• NJ SHIN TYP. soac .rTas an SHIN TV. CT&ft UrAtLaT= CETAtLs NAT APPLY ro OOaR FRAIK JANE ANO% Fan E I¢Aa FRAME INSTALLATION DmN tun SCREW sM UID . UP PWNM• (TYP.) OP NALDETAILS HINGE ATTACHMENT 1 DETAIL ALCMNMI -nweico RW DWm . wr On tur•m 1 SmE arra ' IaAIDD A114dcClrr man 1IM e PRONw- PANEL ASSEMBLY DETAIL - 6W Max CWAM Worry LCPf .qxW UNTO METa�I. STfi1CT ING SCREWS INTO METAL ST&TaWC13R�� SOREVB CM NOTES FOR SPACMW p,�Rg (SEE NATES FOR SPACDAi P -(Mrs SOME DIST. p (6M0ap3�-TTITSSME'aNIJL i• MIN E>� MST. <Fy . 38 KSI Olg�Nlt KiRECCR 10 MI+4M= �tEEl w DA�(r(AT'vi AWL m DACE NCA To IM PLATED'aR PAN J V NAIL I SHIN TYP.V4�' IIA%. SHIN TYP. S/ta• T�ApPEO�N( 1 V4• NDt M MST f - U16'0.W MO. WI I'll. MIN SPAC NOTES FOR SING) tT&iI gY�/1 � all FORIS�ACINWMIC. :1Nw I 3/Ia' Mamoled 8 996• DuPont Sap Int 3 13M. Ammalyd 3 ILW Mnea1M 4 (SIM(C. T[I BE 3 MSI NIMJ T••r''� �xp(Pg.�TJ V..�,:, ° E GEM NOTE 13) 44.11— 114• NJ SHIN TYP. SHIN TV. CT&ft UrAtLaT= CETAtLs NAT APPLY ro OOaR FRAIK JANE ANO% Fan E I¢Aa FRAME INSTALLATION TIO (TYP.) OP NALDETAILS R4TSRIOR Qotaews Adaptor D/le• Laralmded sten a CSCE Tau V/ SLA00(a TYPE 4 DESRSTw 1/4' Insulated AIr�bS�pr0lesa .. Moak �lI Ab• Sax •_ Pelvo. Mla 89x -3M7 EXTERIOR van' Bead ':T`e'P`mlr Pat a.M•t�.��e� ti(a. Ppt A A GLAZING TYPE & DESCRIPTIONS .460 0 Ae a naLed Ohm oa - Glan Tons A tT&iI or" 4Ait I 3/Ia' Mamoled 8 996• DuPont Sap Int 3 13M. Ammalyd 0 A Laminated Olay bv Ougont - Glass PIAT [INSCRIPTION DBiAiI. 1 Ire• AMraled 6 99[I' DuPont PV9 to Coto - 3 ILW Mnea1M 0 A filaea b utla - ass Trt os OW(P I 1/a' Neat-st-StrenOEMChen R aP. 8dw PVS 3 tre• Mat -S Moss GLAZING TYPE & DESCRIPTIONS .840 0 A laminated Man by So 0tla - Olan D EON aRBpapAoN DaTAD. 1 V0• Nnt-s omef. a a9D' Sana PVI wwuw 3 Ire• Nast-slronethmM.Mnsa 4V4' MSIA.ATED Ate SPACE oaa' s Ire• TEMPERED L .540 A Laminated Olen by So Us - Glass T I Ire' Imat-St MRthV*d Mage e AWt sw IC 3 Vs' krat-S themd Malow- J. 4 114' INSULATES AIR SPACE a us- TEMPERED MASS Zo/8 HINGE ASSEMBLY DETAIL Aki I1 JPD-084-8 / ! Rerlefen Alotea( LA WS ® is r• NeYlmd to aomplp r R8t$M4 -1110,70-6 8$01 NW 901h SL • Herbed b amply r/ PMXW d added MEDLEY, FLARIDA 33188 Imul-led Oian 01/80/10 Q. (3Ds) Bss-Baso Ashland Nutt -point lack 01/81/11 NayaP/CF77Rp8 aP QVAGFY ASOM MOV I!MWS AND GLASS DWRS 1 to amply r/ BOlO pBC a— Ch- Ivot aam no 4*kaHP Wr("/MaC+D Iaav aAr.A g Moa aPPeorAt IYPAtT IeE1Bi1 Oak a of a =a�ec atm°"" Nelson lcTna 01aT 11 "La Porte" Impact" French Out—Swing Door •-�'� �e11 a. -OF Nelsen Bravo 01 l0 ' at.. Man. FD -2005 huatnt twde ry ®DQE 1flh 1 .076® 979 -ir" T- 460 -i-� 33-1 A08 1.15 '- 4. �' 1.750 1259 -1 "I .909 I- .074 227 .697 GLAZING ADAPTERQUARTER ROUND ZB 8EAD g gg TFLUSH SOLT AND WO-POINT'LOCK ANGLE GUIDE BL -010 BFD/ -6" PANEL HINGE STILE O $L-907 O FRAME HEAD (— late --I jL-9M d f m m m m #FD-e8'P-1 .119 .T30 eA3I .---f •726 --�- aloe �— 4.167 0� .064 Goo osu P.00D �` 1500 $ 3� ; r • 124 QUARTER ROUND 11 HL -0 IFAP 10 (3/e BEAD #L-� ®L -e18 L750 475 ® $ IDD INACTIVE irA7D 545 --1 I- 4= I FRAME -PANIC. 47 ANGLE GUIDE M5 656 PANEL LACK STILE O OL -908 SELL O In -908 1 1/8' LONG OFD- -1 6 e —r I -n --I I--1.750 — Late —1 ! ' r ..1 Mtp,T LQCKIAC 1vE • NIR,�� LOCPt�PASSI� �•° 1250 Gas QUARTER ROUND O (1/4*) BEAD LIAe5 --1°'1 r r A72 .125 I .. A66 -063 • • I . ZiA 7 .066 p Yv o 8fl O 1 lie* HALF ROUND OFALSE MUNTIN OL -910 aGe T @'01, ADAP9ffit BL -909 4006 4= --1 A72 GOOD pq _... 4 JAMB ADAPTER 082 GOD 81-904 -I�-lie• t. r r • , s 3 SIDEIJTB PANEL. ALUMINUM PLATE 36 N9 Naa a M rMaM No 770070 PItY81CAL ASI'Af70). —1 436 1912 a� 448 71,41I&RVANDILIC 8' LONA nsamlorltmdm� A;lo�e SpalDv QeniO fl D.]2W 1.45 6702 ®ILC -008 76pab80�g0yPaf 1640 D818 ® PANEL TOP dt t� ff��—�� '-�-1 `� Tn6°�8ii'`� 7300 W 0 D-638 �M RAIL O ®FRAME JAMB 44 �PRAME HEAD SHEAR PLATE �. t CwnpotardNw TSSI• .rlsrsl DuammrFKMMHud+o" A°.IOam AD. TS 11.0 274 1. ALL DIMENSIONS 9PECIFIRD ARE IN INCHES >L SEE ELEVATION AT GREET 1 OP 6 FOR eAaOl a� TbmOr 80utgih,PM 1640 D40/ ANCROR O.C. MAK. SPACING AND LOCATIONS 7�"�a Meddm IDos4�°`m Is Id" Dw -1110 D.746moomp114uSa4thldetOptMa PRODUCl148148WBD O FRAME LOB 8111 motto ` r ZS it t.1 &-Ole. A IPRO ON A - FOR ADDIIONAI. NOTES O DETAIL *W RAND LIMITATIONS.T SHEET 1 3 OF 6 TTp� COE@TQM Revision N°tau j �j�j �'y 7]y� TF !o oomph • -Il DI 06 g J/// ® ®1 \I $501 NW 90th SL STEEL BDLT p,p, ITEE4. kT _ � �• t,'� _ �/t t ,; ., d W aomplP lasololld Glare land Moll-P°lat w/ PBC�OT •added J(.ill���l 6' C 01/$$/10 Wok 01%87/11 JAMPACIVUR l.J 0' MEDLEY. FLORIDA 33166 C (3051 698-8660 OF 04MI P AN/ IMM MMM App MM =a srA0A a V_ 6017 M w a�w• a° us ai- Tea pe" e" are• as am l..- a„ P*n f j'Ij �,. „ . ^• ` Rerind b aamP1P '' r/ ¢010 PSC er s. ere", wx etmo Noa AFY80YAL nos truomn aM /AeAfr pmr am 41PACr FKNCOO DDDR a oP e Optional Multi—Point Locks 48 TWO-POINT LOCK 88.0 pat DP) INACTIVE -PANEL ie }t ;, __ t . •`••ice � A'�"tl AO Nelwn Eraza o1 a "La Porte" Impact" French Out—Swing Door A 1U Lock ASFO.IWD RVS110-STACTS asWe Lock ASM.AND RV5110-STPAS4 LACK ®HC -050 FLUSH BOLT ®HC -001 G _ ,•; Nelson 617220 Ol 18 E L TRIMSET ASHLAND OWWOIA-A HANDLE 6 TRIMSET ASHLAND IIW=tA-P 76.0 pal DP) _.',..., 4�1 yy DATE t 1�1tG�IJ •"k' n.Ls. FD -2003 awYtM"_6 °P„ Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@ plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@piastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ✓ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. V Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R3 COI Certificate Of Independence 2df Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 T• .STT �' ,._. '�-• �.3,q -1pr'!I3 Dipft i.;` i;'.:: acts Hom_- Log In User Registratlon i Hot Topics Submit Surcharge Stals &Facts vubliotlons F8C Staff ! BQS Site Map LMks ! Search I Busines``ry s Product Approval Professi i0cUer !!1 ProilurtA00FOval Menu > Prrduct OF Applintion Search > Apolicatign Lis > Appitcad" Oeta11 Fl- # FL15210-113 ` Application Type Editorial Change Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@ plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@piastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ✓ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. V Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R3 COI Certificate Of Independence 2df Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 1. I ASTM G26 G 155 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15210 R3 Eouiv of STANDARDS Odf Method 1 Option D 05/02/2013 05/02/2013 05/07/2013 06/11/2013 1995 2005 1994 FL * Model, Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1521Q R3 Il INST 15210.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.1.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS210 R3 II INST 15210.2.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing ()X; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 11 INST 15210.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door - Inswing/Outswing Grain/Rustic/Mahogany Series O (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II INST 1521QA.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any EL15210 R3 AE EVAL 15210.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8 °Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II INET 15210.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.5.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 6'8 °Impact" Glazed Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS210 R3- 11, INST 15210.6jadf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any FL157-10 R3 AE EVAL 15210.6.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0 °Impact° Glazed Fiberglass Single Door - Outswing (X - Grein/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II Inst 15210.7.Qddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, any FL15210 R3 AE Eval 15210.7.Odf additional use limitations, installation insbvctions and product Created by Independent Third Party: Yes particulars. 15210.8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 8'0 °Impact° Glazed Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II Inst 15210.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings, any FLIS210 R3 AE Evai 15210.8.0 additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. 15210.9 I 1. Smooth/Wood Grain/White Wood 8'0 °Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II Inst 15210.9.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings, any FL15210 R3 AE Eva] 15210.9.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 I J. Smooth/Wood Grain/White Wood 810 °Impact" Opaque Fiberglass Single Door - Outswing (X - Grein/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II INST 15210.MP-df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.10 for Design Pressure Ratings, any FLIS210 R3 AE EVAL 15210.10.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.11I k. Smooth/Wood Grain/White Wood 8'0 °Impact° Opaque Fiberglass Single Door with Sidelite or Arun/Rnctir/M.hnnanu Q—ia n 1 I QltWlf� - na&cwinn MV nr Yn• nYn - f nnfinuratinnd Contact Us :: 1940 North Monroe Street, Tallahassee Fl. 32399 Phone: 850487-1824 The State of Florida is an ANEW employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement:: Accessibility statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective Odnber 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Depa. bnent with an email address which can be made available to the public To determine 9 you are a licensee under Chapter 455, F.S., please dick he er . Product Approval Accepts, 114"1111A I re: t Ari Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II INET 15210.11.Ddf Approved for use outside HVHZ: Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.11.1idf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 PQ II INST 15210.12.r?df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.1Z.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.13 m. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Doorwith Surface Bolts Grain/Rustic/Mahogany Series O - Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R3 II INST 15210.13.pdf Approved for use outside HVHZ: Yes VerNied By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.13.ndf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact' Opaque Fiberglass Double Door with Surface Bolts Grain/Rustic/Mahogany Series O on Active Door panel - Outswing ()X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1521Q R3 II INST 15210.14.12df Approved for use outside HVHZ: Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.14.ndf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. Contact Us :: 1940 North Monroe Street, Tallahassee Fl. 32399 Phone: 850487-1824 The State of Florida is an ANEW employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement:: Accessibility statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective Odnber 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Depa. bnent with an email address which can be made available to the public To determine 9 you are a licensee under Chapter 455, F.S., please dick he er . Product Approval Accepts, 114"1111A I re: t Ari RW BC R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Test Standard TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 Category Sub Category Manufacturer Product Name ETC -06-255-17412.0 Swinging Plastpro, Inc. Smooth / Wood Grain I White Wood Grain Exterior Exterior Exterior Door 5200 W. Century Blvd. Rustic / Mahogany Doom Prepared by Los Angeles, CA 90045 Series O Fiberglass Door Phone 440.969.9773 Inswing/Outswing - "Impact" Scope. This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro, Inc. based on Rule Chapter No. 9N-3, Method 1 d of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Umitations. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15210A require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water Infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FLA 5210.4 for size and design pressure limitations Supporting Documents. 1. Test Report No. Test Standard TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 ETC -05-255-16776.0 ASTM D 635-98,638-03,1929-96 & 2843-99 ASTM G 26-95 ETC -06-255-17412.0 ASTM E 84-05 ETC -07-209-19303.0 ASTM D 635-98,638-03,1929-96 & 2843-99 2. Miami -Dade NOA Materials 09-0127.13 Saflex Interlayer by Solutia 3. Drawing No. Prepared by No. FL -15210.4 RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Doldan, P.E. ETC Laboratories Joseph L. Doldan, P.E. ETC Laboratories Ben Meunier Signed & Sealed by Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. 5.. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. k:?� Lyndon F. Schmidt, P.E. FL PE No. 43409 2/17/2012 PF 1596 Sheet 1 of 1 DlastprG .• W. CENTURY BLVD. LOS ANGELES, 90045 1. This product has been evaluated and Is in compliance with the 2010 Florida Building Code (PBC) structural requirements Including the "Hgh Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wad dressing or stucco. 3. When used in the "r this product compiles with Section 1626 of the 19otida Budding Code and does not require an Impact resistant covering. 4. When used in areas outside of the °HW17 requhing wind bome debris protection this product compiles with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level V and Includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.24 of the FBC. 5. For 2x stud construction, anchoring of these units shad be the same as that shown for 2x buck masonry construction. 6. ' She conditions that deviate from the details of this drawing requke further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for IiMr. All other configurations do not meet the water infiltration requirements for the °HVHr and must to Installed only In non-habitoble areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is lass than 45 degrees. See sheet 2 for hardware design premure fin6taffons a W. JK C. en Lf5 am NO.' FL -15210.1 Fr —L OFA TAM ®F CONTENTS sHWr DE$CNPTKW i 2 premms, & generol notes DMpanocletas 3 +fortrorrtatcrosssectfon 4 Vertical t8�3 tectiaiu 5 dei 6 f t 7 frame 8 9 uC materiatc See sheet 2 for hardware design premure fin6taffons a W. JK C. en Lf5 am NO.' FL -15210.1 Fr —L OFA 07 2Z - Me EKTMOR 0.4' I INTERIOR I CAP (PVC) HNGE SUE (LVL) LATCH SME (LVL) �l HOMONTAL CRM SECTION lll2 MIT MAX OA. wm CAP (PVC) See sheets 5 and 6 Tor multi-polnt bck detch KNOB: SIGNAIUM SEPM Kwum DEMBOLT. SONAIUMMO(M) 175 ZWL. -F mas OM) SCHLAGM DEADSOM V SMS (860/62) ±75 PAMEK LEVER: nusum 175 mw3w. FDTSRW TOP RAIL Mv" MMM-POINTLOCIL 3-POWTONM I ISO I W&F I MULTI -Pow LOCK: TMLBNUMMWSMM3 I 175 See sheets 5 and 6 Tor multi-polnt bck detch BOTTOM OM RAIL E, (COMP.) YERTfCAL CROSS SECTION 1\li� x BY, JKJ t' w _S LFS Z FL-115210.1 Er 0., 9 -L OF -9 gin; dg MN TOP RAIL (COMP.) --T L o. WMOR EMOR 1.9 PCF MIN.) RBEtGL&M MN (0.12TMN.M) BOTTOM OM RAIL E, (COMP.) YERTfCAL CROSS SECTION 1\li� x BY, JKJ t' w _S LFS Z FL-115210.1 Er 0., 9 -L OF -9 I -I/4° MM EMB. (TYP.) 4 4 Am „v G� �N 2 1 C °` $ W s 6 a � INTERIOR a d $ 40 7 6 3 �• WW a Ci a og BEXTERIOR H 27 1-1/4"MIK 3 HORROIVi CROSS S ON C O is 3 Shown w/ I x sawbuck GO$iiNK C B —.� cslNx IrrP I o . • L INTERIOR ° a 8 ° INTERIOR Ul 7 40 o. a q c a 40 n' C G z .ea 6 ° a a 7 A 2 O a° tuts: 02 16 12 °a 11 y EXTERIOR EXTERIOR 27 g. scAm N.T.S. 9 E tato. we.. A m' 2 If SS RIZON L CR =nON ° CHK w,LFS 3 l H �zonmu CROSS SEMON ND- FL-1-t/4"MIN _ 3g-1 netm c g 15210.1 a p .. n Y' A a� pr• •d N E ° m V • p A• n np ; n� gg s d �t NI S p a R y s E d 9 ca C L 1 2 a 4 40 7 40 7 c EXTERIOR INTERIOR 1 2 EXTERIOR INTERIOR EXTERIOR INTERIOR 2 _ VERTICAL CROSS SECTION 1 VERTICAL CROSS SECTION 4 Shown w/lx sUh-buck 4M&Qa� 8 EXTERIOR INTERIOR E <a d7 EXTERIOR INTERIOR 40 n °d a °d d n 30 31 32 33 34 5 VER CAL CROSS SECTTON 40 z Shown w/ ADA threshold 8 36 37 38 E z p y e n E k' ° ..n e ° DRE 02/16/12 a M.T.S. 9 3 VE, ICAL CR SS S . 4 VER CROSS CROSS SECfl N owa ar. JK m Outswfng cxinfirguroHon 4 ftwmh9 contipuratton asc W. LFS 3 DORM NO- FL-15210.1 N 0 s m 4 of 0 �Y a q 2X11" o �p tx B" � H2,43 Q Y1 n H 'PPE e-POINTLO ! 25QI e t 1XWCK H s� ® MUCK e58 1x BUCK H 23 0 22 G ® SWKEJAMB 7 Q 0 DATE 02/16/72 °a SCAlE: N.T.S. o O HN JK m LFS 3 OMiATI-PO1MSiRIKE FLAME ! w \ SUCH AAS iiFACEOL197RIKe PLATE CRAWS o �6 TO®�" - FL -15210.1 N MANUAL RAISED TONGUE GEAR SYSTEM ° sir �5 of 9 g�N Q aoSs �o r� m t cy 5 6 2X BUCK 58 1X BUCK H o c C U CAM 02/16/12 i SWM N.T.S. 5 m BY. JK m W & F TrBernum 3000 SERIES SHM JAMB DETAIL eft OY. LFS 3 3 pt. Lock DRPNM MO., FL -15210.1 ro a . sxeEr � oey9 `° 41 TYP. HEAD & JAMBS MASONRYOPENING7 2)(BUCK -,,.,., U 6" WCICANMRM $MVJAMB CONCRETE ANCHOR NOTES: 1. Subsffhnlon of equal concrete anchors from a different suppler may have different edge distance and center distance requkemerds. 2 Concrete anchor locations at the comers may be adjusted to mdntcdn the mh edge dbtance, to modarjok7k Concrete anchor locallons rioted as MAX. ON CB4W must be adjusted to maintain the min. edge chfance to mortarloints, addfflorow concrete anchors may be required to enwre the 'MAX ON CSlW dimension are not exceeded 3. Concrete anchor table: iNdgm .. .................... ..... ....... - .. ....................... ................ ............... . ... .. . ............ .............. ................... . '. ,,, .. . .. . ................... ............................... .. - . I . . . . .............................. . . ........................... ..... .............................. •................................................. . .. ........................................................ nw IN 1-1/4" 2-Ij2" r ELCO ifir 1-1/4" 4' ITW 3110 I-I/C 2-5fir 2-114" SEE HINGE DETAIL (TYP.) MASO OPEN 2X MUCK IXM]i:K TYP. HEAD NRY74 NG & JAMBS AME BUCK ADA SILL QNLY FRAAAE ANCHORING Masonry coraftwfion 1X 2X BUCK BUCK BUCK BUCK LATCH & DUD40LT DRA14 61 PW.) tomi" 1X 2X INGE DETAIL Inswtvig, hUMDETAIL oub%ft 1. UY. JK . W. LFS WM 9 ouTswlH r Rwo10 DSP jQOSRj oUTSWRVG THRL3F1010 a' Endura R-smiasl 9t:ndaa rozT. LrLs1aLHG THREsxo[D ) WfSN71+Ki THRlL4110LD 0 T h+ --24g 213" POLR. YR�TJAMB Imo— 4S6° n �E�,j N Fes— 2.36° T 2-1 —� 'NlHSWRVG THRESHOLD CoWmdia i m- om% iii @DLP psCsl WS 01 THRESHOLD OwEaTHE�P 8 L>DOR eorraw sWL�t' ura e PE6M �4n all a9A WTHRESHOLD DLP L lar JK . 6 . LFS *M ?ol FL -15210.1 Er _L of 9 BILL oF,w►Tewa�s air exp A 1X BUCK SG � 0.55 WOOD �pwP N= B 2X BUCK SG >-0.55 WOOD ill$ C 11f MAX. SHIM SPACE - a D 1/4°X2-3/4° POP ELCO OR TM1 CONCRETE SCREW STEEL gg E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE % 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 114* X 3-3/4PFH ELCO OR OW CONCRETE SCREW STEEL H 3/16'x3-U¢'PFH TTWCONCRETESCREW STEEL I 114'X 1-3/4PFH ELCO OR TNV CONCRETE SCREW STEEL L #8X2-1/2° PFH WOOD SCREW STEEL. 1 POLY FIBBt JAMB COMP. /VINYL 2 FlNGER JOINT® PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4° X 4 BU1T HINGE STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL. 22 3 'TONGU MULTI-�I LOCKSET M4g. BY HdPPE) STEEL. 23 MULTI-POIMSfRtl�PLATE (TONGUESYSfEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL28DEAD a LTSTRIKEPLATE (SECURrM STEEL 29 ADATHRESHOLD ALUM LOCK ASSEMBLY STEEL 30 OUTSWUVGTHRESHOLD ALUM/WOOD 31 OUTSWING THRESSHOLD ALUMJWOOD 32 QUTSWINGTHRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSYVWG THRESHOLD ALUM/WOOD--- 36 INSWING THRESHOLD ALUMlCOMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWMGTHRESHOLD ALUM/COMP 0 40 L DETAIL SHEET FOR CONSTRUCTION DETAILS DOOR PANEL -SEE DOOR PANEMOM 55 #10X1-1/7'PFHSCREW STEEL 57 BACKING PLATE STEEL 58 #8 X 2' Pfli WS STEEL 60 MULTI -POINT STRIKE i z n X021612 i S M& N.T.S. WA. 86 JK m C" BY. LFS NDa ri FL -15210.1 N a SHEEP J OF N PLATE STEEL 62 LOCK ASSEMBLY STEEL