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WS-15-2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241071 Permit Number: WS-8-15-2011 Scheduled Inspection Date: September 09, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: KING,JOHN&CONCHITA Work Classification: Door Replacement Job Address:1300 NE 103 Street Miami Shores, FL Phone Number Parcel Number 1132050300010 Project: <NONE> Contractor: ALL ABOUT DOORS INC Building Department Comments REPLACING 2 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed 4?K Failed Correction Needed ❑ Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 08,2015 For Inspections please call: (305)762-4949 Page 17 of 44 ' Miami Shores Village g AUG 1.2015 `S� Building Department LBYI:96�2/74�_�' 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 201L� 547. BUILDING Master Permit No. S -. 20 12 PERMIT APPLICATION Sub Permit No. Bt/U'l ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 oey N E� /0 -5T Com: Miami Shores County: Miami Dade Zip: 331337 Folio/Parcel#:f1-3 P105-d 30 - 0®10 Is the Building Historically Designated:Yes NO ✓' Occupancy Type: Load: Construction Type:yp ` IAde-Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder) Ky1 KOA rj 1 U "Ll� Phone#: , _9Z�'" Address: IXC City: 'vl rel r° State: Zip: Tenant/Lessee/NName: / Phone#: Email: 1 K444d f IF & e 017" CONTRACTOR:Company Name: /77�,MA i`rlo Phone#: 3®-T_ '225 9LI616 Address: r0f?- 00 K ST e City: ac"__ / State: Zip: Qualifier Name: ? "qPhone#: State Certification or Registration#" - LR'�° �' Certificate of Competency#: 65 40®6.�aa DESIGNER:Architect/Engineer: Al Phone#: Z&F--2ZOd Address: City: L�+=�G//// �c041�" State: Zip: Value of Work for this Permit:$ -:�'r Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ NewRepair/Replace ❑ Demolition Description of Work: W���f L'!.'tLIP Specify color of color thru tile: Submittal Fee$ y�e9 Permit Fee$ ��1� �� �I CCF$ CO/CC$ Senning Fee$ 12r [TJ Radon Fee$ 42_�f",of DBPR$ r Notary$ Technology Fee$ 2—Z) Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 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 absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER CAGENT CONTRACT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �l day of ✓ irk '20 by la day of �5- 20 by ep i,' _ �ah� • ,who is personally known to _ �f who is personally known to me or who has produced bj-.., as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign. Print: Print: Seal. a�Pue N,�� .,.4 : �; A11EL ora ��^ Seal: ANN Vin: Not2ry b.c �i— of,pori ®_Notary Put�iic-Si;1e of Flori o�nv. Commission#EE 166205 .,�; •,�; Comrn�,s�c•�i SEE 164209 My Commission Expires %,� � MyCommissfon Expires o�c... r ������• �+x*�+r��** APPROVED BY / Plans Examiner Zoning Structural Review Clerk CTOB Construction Trades Qualifirinp Board BUSINESS CERTIFICATE OF COMPETENCY 06BS00653 ALL ABOUT DOORS&FLOORS INC D.B.A.: r SANCHEZ BERTQ Is certified under the provisions of Chapter 10 of Miami-Dade County VALID FOR CONTRACTING UNTIL 09/30/2016 QUALIFYING TRADE(Sl 0053 FINISH CARPENTRY 0023 GLASS&GLAZING m P-E. J 9 wwi.t�daadda�- leocnamY Jufiem H.Sa6�s Ngaau-Dade Cam mWns a9 proper°BMsn f 001355 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL - DO NOTPAY 6503263 [L.BT ) BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES ALL ABOUT DOORS&FLOORS INC RENEWAL SEPTEMBER 30, 2015 7392 NW 8 ST 6773478 Must be displayed at place of business MIAMI FL 33126 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS ALL ABOUT DOORS&FLOORS INC 196 SPECIALTY BUILDING CONTRACTOR Pi4YC RECEIVED 06BS00653 BY TAX COLLECTOR Worker(s) 2 $82.50 10/08/2014 ECHECK-15-000517 This Local Business Tax Receipi 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 6a-276. For more information,visit www.miamidad"mr-4excollector '' s ACO DATE f MWDDIYY) CERTIFICATE OF LIABILITY INSURANCE F 08/03/15 PRODUCER Accurate THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 8300 West Flagler Suite 114 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Miami,FL 33144 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone(305)226-8727 Fax(305=6-8767 INSURERS AFFORDING COVERAGE NAIC# INSURED All About Doors g,Floors Inc. INsuRER A: Granada Insurance Company 7392 NW 8th Street INSURER e: INSURER Q Miami,FL 33126 INSURER D, INSURER E: 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. 101M ADM POCTINFE POUCY I TYPE OF INSURANCE POLICY NUMBER DDATE�� DDA111 OUNT11EMMATION" LIMITS GENERAL LIABILITY EACH OCCURRENCE 1,000,000 0 ConnMELtctaL GENERp'L LIABILITY VA-MATO RENTED 0185FL00045730 05/14/15 05/14/16 PREMISES(Ea 100,E Ell] CLAIMS MADE ®OCCUR MED EXP VY one fin) 5,000 A ® ❑ PERSONAL BADV 94JURY 1,000,000 ❑ GENERAL AGGREGATE 2,000,000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG 2,000,000 © POLICY ❑PROJECT ❑ LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ ANYAUTO (Eaaesident) ❑ ALL OWNED AUTOS BODILY INJURY ❑ ❑ SCHEDULED AUTOS (per person) ❑ HIRED AUTOS BODILY INJURY ❑ NON OWNED AUTOS (Perwddent) ❑ PROPERTY DAMAGE (Perat) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ❑ ❑ ANYAUTO OTHER THAN EA ACC ❑ AUTO ONLY: AGG EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE ❑ ❑ OCCUR ❑ CLAIMS MADE AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Waga ❑ ANY PROPRIETOR/PARTNER I EXECUTIVE EJ-EACH ACCIDENT OFFICER/MEMBER EXCLUDED? I yes,descri to under FJ DISEASE-FA EMPLOYEE SPECIAL PROVISIONS belmv EJ-DLSEASE-POLICY LOvAT OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS License Number.0613s00653 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSU DEA TO MAIL Miami Shore Village Building Department 30 DAYS WRITTEN NOTICE TO THENAMEDTO 10050 NE 2 Ave THE LEFT,BUT FAILURE TO DO SO SN OR LL48 UW Miami Shore,Florida 33138 OF ANY KIND UPON THE INSURER,ITS AIVES. AUTHORIZED REPRESENTATIVE Lucia Estrella ACORD 25(2001/08)QF 0 ORATION 1988 r �-- f c -h JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL CPFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION '•CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW" CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual Ilsted below has elected to be exempt from FwWa Workers'Compensation law. EFFECTIVE DATE: 2/3/2014 EXPIRATION DATE: 213/2018 PERSON: SANCHEZ ROBERTO FEIN: 880998400 BUSINESS NAME AND ADDRESS: ALL ABOUT DOORS&FLOORS INC N/A 7392 NW 8 STREET MIAMI FL 33128 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW STONE IMA LE,INDOOR CARPENTRY NOC INSTALLATiWrpald to Chapter g44D81141,F.B..en odamr of a oorfwralloe who eleae eaelnpdolt fremMfe eha� a oedifmate at aaebon uMm tllie sedme Trey Oa tOreVa fMnClde a<emrlpelleatma ta100t dib aropfm.P010aaef to Chapter 440.88(1p1,F.B. a :0110 mt011tpL.OPPfy onh wldl4l die OOOpO aldre twabtaeeaflade tlpal on dre redee of emedonto l»e1Rn�l.Peneantto 171apter 440.0(0:(1 F.B..NamesaateaVoe to beaxarrol ead wladaamaa Oa1Iil00fa 1W badef II1801e fila e1e4YY0eM10b a thb 000denma 1axmlme�6a�HmaO•Tho 011110 Rat 6had fNekO 0 e0ry1g0te a atOrere(Ot�f8d1a0 adze Or pmen 0eillee al fh0 die(O lrea die rOgUhe0R111a adue eaamn oF&F2-DWG282 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07.12 QUESTIONS?(830)113.1608 gt�oREs lK 32 s� logo , Miami shores Village Building Department LO 10050 N. Avenue R1Dp' E 2nd A nue 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. 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: Ll State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of ° '20 J By i6elliW, f, i�� who is personally known to me or has produced booa as identification. Notary: -I( ,%joy. °° ANN SANCHE SEAL: Notary P lic State of Florida Comn .a#EE 166209 My C, nrnission Expires All About Doors & Floors 7392 NW 8t' Street Miami, Fl. 33126 Off. 305-225-8010 Fax 305-267-2794 Allaboutdoors7@aol.com Date: 2 7 �J• State of F1 Or I d G- County of Before me this day personally appeared s0d"N� who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: Sworn to (or affirmed) and subscribed before me this day of TL'4 Iv . 20J by 1 ober-- D '-5�on L . Personally known Or Produced Identification b�'• L- . Type of Identification Produced , ANNEL SANCHEZ :Notary Public-State of Florida Commission#EE 166209 My Commission Expires February 2,2016 Print, Ty or mp Name of Notary OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:6/16/2015 Property Information '' Folio: 11-3205-030-0010 -- r " Property Address: 1300 NE 103 ST Owner JOHN KING&W CONCHITA - 1300 NE 103 ST r ' Mailing Address I� MIAMI SHORES,FL 33138-2624 Primary Zone 1300 SGL FAMILY-2801-3000 SQ ; Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT �` - y Beds/Baths/Half 4/3/0 Floors 1 - Living Units 1 a' Actual Area 5,052 Sq.Ft a Living Area 3,426 Sq.Ft Adjusted Area 4,350 Sq.Ft ra Lot Size 22,236 Sq.Ft Year Built 1956 Taxable Value Information 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value 1 $50,0001 $50,0001 $50,000 Land Value $1,033,974 $867,204 $722,670 Taxable Value 1 $547,1041 $542,3661 $533,612 Building Value $487,200 $471,366 $475,020 School Board XF Value $30,647 $30,950 $31,251 Exemption Value $25,000 $25,000 $25,000 Market Value $1,551,821 $1,369,520 $1,228,941 Taxable Value 1 $572,104 $567,366 $558,612 Assessed Value $597,104 $592,366 $583,612 City Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value I $547,104 $542,366 $533,612 Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment $954,717 $777,154 $645,329 Exemption Value $50,000 $50,000 $50,000 Cap Reduction Taxable Value $547,1041 $542,3661 $533,612 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,0001 $25,000 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County, Previous Price OR Book- Qualification Description School Board,City,Regional). Sale Page Short Legal Description 09/01/1983 $309,000 11942-0969 2008 and prior year sales;Qual by exam of deed REPLAT OF TR B MIAMI SHORES 11/01/1975 $209,500 00000- 2008 and prior year sales;Quai by exam BAY PARK ESTS PB 63-17 00000 of deed LOTS 1 &2 BLK 5 LOT SIZE IRREGULAR 02/01/1972 $100,000 00000- 2008 and prior year sales;Qual by exam OR 11942-0969 09831 00000 deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfinfb/disclaimer.asp Version: IWO. AUG 11.2015 mac ► 13b M r /5' 51 10 2101 +176 1 f-4. CY W111111 jj� "•'; •• �� Miami ShoPes 0/il age e • APPROVED 13Y DATE • •• •• ZONING D 0* 0�� EPT .0 00 •• •�•_ •• ••••i• BLDG DEPT 060 • P• •• • SUBJECTip C CMPL NCE WITAll F DERAL • • STATE AND CCUMyAUL�00 ND REGULATIONS••••.• • t7--AZ. g3T �.,. 3 � .t` � rpt.- '3 ►/t+�ZG De sr�!✓�"` � �✓ Page 1 of 1 SITE SPECIFIC WINDLOAD CERTIFICATE I"�►L-FAROOQ CORPORAfION 1235 S.W.87th.Avenue I Miami,FL 33174 T.305.264.8100 1 F.305.262.6978 1 www.afceng.com I alfarooq@afceng.com Project Number: 14500-822 Date Requested: 7/10/2015 1:34:10 PM Client: RobertSanchez Mailing Address: Robert Sanchez All About Doors All About Doors 3392 village green dr 3392 village green dr Miami, FL 33175 Miami, FL 33175 Project Address: 1300 ne 103 st Job Name: King's Residence Miami FL 33138 Wind Load Analysis for components and cladding with P1(.1 1�11111111111111!1 impact protection as per specification of ASCE 7-10&2014 77WiSpeed 175 mph FBC. Risk Category 2 Building Classification Enclosed Exposure Category D 7Tdb. a(ft l Zone 4 Zone 5 RoofType Sloped +48.6 -52.7 +48.6 1 -65.1 Mean Roof He 15.00 ft ZONE 4E:3 d■98%OF LEAST HORIZONTAL DIMENSION Elevation of Opening 15.00 ft ZONE 50M HEIGHT'H*FOR SLOPED ROOF 18 THE MEAN Least Horizontal Dimension N/A ROOF HEIGHT General Calculations l� Directionality Factor(Kd) 0.85 Velocity Pressure Coefficient(Kh) 1.03 Velocity Pressure Coefficient(Kz) 1.03 d Topographical Factor(Kzt) 1.00 Velocity Pressure(Qh) 68.7 psf Valid Only with Engineer's Seal Velocity Pressure(Qz) 68.7 psf Gcp Zone 4 +1.00,-1.10 Gcp Zone 5 +1.00,-1.40 t Notes: •• ••• • . . . . •. a Based on data provided by the client. Ultimate wind speed; ••; used to determine velocity pressure. Ultimate loads • •• • ••• • converted to design loads as per 1609.1.5 of the FBC by• ••• •• • . .. 0.6 multiplication factor. 000 0:0 ... 0:0 AUL 1 W5 ©2015,Copyright Al-Farooq Corporation •• : : • 0.0 : • • 00 CAN(EB)#3538 ... ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t1 s"4.� x i u,q'y, ���-,r?"': SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ! BCIS Site Map Unks Search us'rness, i�5 Pro� ssli 1I �� Product Approval USSR:Public User uild(lo l � ! l ProductApproval Menu>Product or Application Search>Application List>Application Detail FL# FL15210-R5 Application Type Revision Code Version 2LT;14 ' Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Emall 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsuitants.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@plastpro.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 12/31/2018 Validated By Ryan J.King,P.E. 1 Validation Checklist-Hardcopy Received Certificate of Independence FL15210 R5 COI CERTIFICATE of INDEPENDENCE.odf 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 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F1,15210 R5 Fouiv Equivalency Of Standards ndf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL* Model,Number or Name Description Grain/Rustic/Mahogany Series 0 Inswing/Outswing(X-Configuration) _ T 15210.1 a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Fiberglass Door 4 Limits of Use I Installation Instructions Approved for use In HVHZ:Yes 1 FL15210 R5 11 Inst 15210.1.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 15210.1 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.1.ndf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 152 0 I b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or i Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or XO;OXO-Configurations) Fiberglass Door —,—` Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIS210 R5 II Inst 152.10.2.0f 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 i Evaluation Reports Other:See INST 15210.2 for Design Pressure Ratings,any ! FL15210 R5 AE Eval 15210.2.pdf 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(XX;OXXO-Configurations) Fiberglass Door Limits of Use tInstallation Instructions Approved for use In HVHZ:Yes LIS210 R5 II Inst 15210.3.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 I Evaluation Reports Other:See INST 15210.3 for Design Pressure Ratings,any ! FL15210 R5 AE Eval 15210.3. f additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.4 `d.Smooth/Wood Grain/White Wood i 6'8"Impact"Glazed Fiberglass Single Door-Inswing/Outswing k F Grain/Rustic/Mahogany Series 0 i(X-Configuration) 4i i Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIS210 R5 II Inst 15210.4.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 15210.4 for Design Pressure Ratings,any F F1.1521085 AE Eval 15210.4.odf additional use limitations,installation instructions and product ' Created by Independent Third Party:Yes particulars. 115210.5 e.Smooth/Wood Grain/White Wood6'8"Impact"Glazed Fiberglass Single Door with Sidelite or�� Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or XO;OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.5.odf 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 R5 AE Eval 15210.5.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.6 f.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(XX; OXXO-Conflgurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R5 II Inst 15210.6.odf 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 15210.6 for Design Pressure Ratings,any II FL15210 R5 AE Eval 15210.6.odf �additional use limitations,installation instructions and product I Created by Independent Third Party:Yes particulars. — 15210.7 -- -_.___ --._�—_—..—— _ g.Smooth/Wood Grain/White Wood 18'0"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series 0 Configuration) ----------!Fiberglass Door --- ------- i----------_---- Limits of Use i Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 IT Inst 157.10.7.odf 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 15210.7 for Design Pressure Ratings,any FLIS210 R5 AE Eval 15210.7.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.8 h.Smooth/Wood Grain/White Wood 18'0"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO;OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes f! FLIS210 R5 II Inst 15210.8.pdf Approved for use outside HVHZ:Yes I 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 15210.8 for Design Pressure Ratings,any FLIS210 R5 AE Eval 15210.8.0 additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.9 i.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(XX;OXXO-Conflguratlons) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R5 II Inst 15210.9.odf 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 I Evaluation Reports Other:See INST 15210.9 for Design Pressure Ratings,any FLIS210 R5 AE Eval 15210.9.odf additional use limitations,installation instructions and product ` Created by Independent Third Party:Yes particulars. — ---- —_1..— —,-� 15210.10 J.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing(X- j Grain/Rustic/Mahogany Series O Configuration) I I Fiberglass Door — Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-15210 R5 II Inst 15710.10.odf f Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409 j 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 FL15210R5 AE Eval 15210.10.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. �- 15210.11 k.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO;OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions �--- ---'—_____-- Approved for use in HVHZ:Yes I F1,15210 R5 II Inst 15210.11.2df 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 15210.11 for Design Pressure Ratings,any FL15Z10 R5 AE Eval 15210 11 pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. J 15210.12 _ i.Smooth/Wood Graln/White Wood8'0"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O OSidelites-Outswing(XX; OXXO-Configurations) t Fiberglass Door Limits of Use I Installation Instructions Approved for use In HVHZ:Yes ! FL15210 RS II Inst 15210.12.12df Approved for use outside HVHZ:Yes i 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 FLIS210 R5 AE Eval 15210.12.2df additional use limitations,installation Instructions and product i Created by Independent Third Party:Yes particulars. 15210.13 m.Smooth/Wood Grain/White Wood 8 0"Impact"Opaque Fiberglass Single Door with Surface Bolts Grain/Rusdc/Mahogany Series O 1-Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:YesiI! FL15210 RS II Inst 15210.13.odf 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 15210.13 for Design Pressure Ratings,any FL15210 R5 AE Eyal 15210,11ndf 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(XX-Configuration) Fiberglass Door Limits of Use i-- - ---- Installation Instructions Approved for use in HVHZ:Yes FL15210 RS IT Inst 15210.14.0f 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 15210.14 for Design Pressure Ratings,any FLIS210 R5 AE Eval 15210.14.Ddf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.15 o.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the i Grain/Rustic/Mahogany Series 0 WINDSERTT"'an operational window insert-Outswing(X- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R5 II Inst 15210.15.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 15210.15 for Design Pressure Ratings,any FL1521Q RS AE Eval 15210.15.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 00 Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Co rMaht 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 mail 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 October 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 email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S., please dick here. Product Approval Accepts: EJ rurtt t R W BuildingConsultants, Inca Consulting and Engineering Services for the Building industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 April 23,2015 ' 'o Whom It May Concern: L-15210 Equivalency ®f Standards AMM D 635-98 Eguivalent to ASTM 1D 635-06 T'he products referenced in this Product Approval have been tested in accordance with ASTM D 635-98. It has been determined by Lyndon F.Schmidt,P.E.and RW Building Consultants,Inc.that ASTM D 635-98 is equivalent to ASTM D 635-06,which is the reference standard and year that has been adopted by the 51 Edition (2014)Florida Building Code. ALSTM E 84-05 Eauivalent to ASTM E 84-09 The products referenced in this Product Approval have been tested in accordance with ASTM E 84-05. It has been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants, Inc.that ASTM E 84-05 is equivalent to ASTM E 84-09,which is the reference standard and year that has been adopted by the 511 Edition (2014)Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants,Inc.that ASTM G 26-95 is equivalent to ASTM G 155-05a,which is the reference standard and year that has been adopted by the 51 Edition(2014)Florida Building Code. Pa d f _5 a Lyndon F. Schmidt, P.E. FL No.43409 CA No. 9813 x lastpro 7 P E E 37.50"MAX.OVERALL 5200 W. CENTURY BLVD. FRAME WiDTH � LOS ANGELES, CA 90045 '%,e� •.. ... �,�� " Smooth Wood Grain/ White Wood Grain Rustle/Mahogany Series 0 Faber J®ss Door a INSWING/OUTSWING GENERAL NOTES 1MPA 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code u=, 19 c (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). x i 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material a shall be beyond wall dressing or stucco. 3. When used in the"HVHP this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. �I 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product compiles with FOa Section 1609.1.2 of the 2014 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 1609.1.2.2 of the FBC. 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. v 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHT'. Ali other configurations do not o meet the water infiltration requirements for the WW"and must be installed only in non-habitable areas or at habitable locations protected by an overhang at canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. a TABLE OF CONVENTS MAX DESIGN PRESSURE(PSI) An SNS DFSCRIPTiON SNNIHG NIMIE 1 Ica evation, .& eneral notes DININMON POWIVE NEGATIVE2 Door panel detaVs 37.50" z 3 Horizontal INSWING x +75.0 .75.0 a>E 02 16 12 i 4 V�Nkxrl cross sections 82.00" 5 kdet N.T.S. 4 6 Int lock dataffs 37' owo.BY: JK m 7 Buck arta frame anchorIng OU73MNG x +75.0 -75.0 cm BY, LFS 3 8 n 81.13" DRWM NO.: 9I Big of rncrWds See sheet 2 for hardware design pressure limitations FL-15210.1 0 & ss�r or 9 w OY —2Z Ole pis ills CAP(M) INTERIOR TOP RAIL \ a HINGE S11LE(LVL) LATCH STILE(LVL) CAP(PVC) (COMP.) \ ` 12; 1 /—I-*N HOMONTAL CROSS SECTION --T ti d UM MAX O.A. a WMH J m B o iG11L N INTERIOR SOMOR >m c MAN VAC11)R(BL. Atom PRF MRI. K1nlrslt KNOT SIGNAIURB S RM 175 FOAM CORE d oIADIOLB SIGNATOR!�(98 o (POLTTJRETHANE- s sCN1ACI SIBbo/ KNOBI.OLF. -r �I' 175 1.9 PCF MIN.) ° ..• R (ea� p,, X MEN: RMUM vi B cy EM SEE HARDWARE TABLE p/LMp( DIADBOIR FDYUM 175 ° . a HOPPE MMLTI•PO M LOM S•POTNT TOHGMI 150 RBERGLASS SKIN °• e . )- SEE HARDWARE TABLE W i P M (0.125-MIN.THK.) _°z ULTI-FORM LOCK TRB BINRHA'JBOD'Sam1 75 See sheets 5 and 6 for m0 point lock detoils. --� o BOTTOM RAIL i (COMP.) ^z L/ —02116112 z PARK S=E- N.T.S. 9 Plasfpro DWo.6r: JK m °$ r21 VEIMCAL CROSS SECTION cMx.er: LFS oaawwo rro.: � n FL-15210.1 c 1-1/4°AAW. p y AEl aM2 1 C °° 3F f�CCt , ... .... INTERIOR V g4 ° 4 1 ® $ X o s 3 ° d e E 4 D EXTERIOR 27 H ° o D 2ar � j FDNB.(1YP.) 3 °d B C 4 4 4 QHORRON�AL CROSS S=ON ° 2 1 D MUMW/IXsub- k o.15 CB MNK C%4K .,. _ ° L INTERIOR INTERIOR o ° 40 ° tn a ° 40 7 ° z h V 11 ,° —02116112 °y 9 EXTERIOR EXTERIOR 27 sans: N.T.S. 9 d E owc sr: JK m i-1/4°MtN 3 HBO CROSS SECTION 3 H SAL CROSS gSECTION �• LFs 3 oanwwo NO.: �• •) �°aPP�ned °�cPRmved FL-15210.1 ' 0 E ° 4 ° s 0 B A C lift c L 7 vv 40 EXTERIOR INTERIOR d EXTERIOR 1 2 EXTERIOR INTERIOR 2_ a VERTICAL CROSS SECTION INTERIOR 4 shownw/ixw�buck z 1 Rfl AL R S ECTI�N �oSol r 4 =PPZ.-d ung Ix c I 29 o EXTERIOR INTERIOR iEl E ° a ° ° EXTERIOR INTERIOR 40 e a 30 31 32 33 34 S VERTICAL CROSS SECflON 40 8 z 4 Shown w/ADA threshold 8 5 3637 ckc 3B � ° a E ° B , e /-1 VERflCAL CROSS SECTION ° CA 02 i s 12 i 4 Outswingconftrpuro g scut N.T.S. 3 ®VERTICAL CROSS SECT= IM ar: JK m 4 m-ing cxnftpurotion aa.BY.. LFS S cwawaw N0.: FL-15210.1 " sN�r 4 of 9 456° 4.6° 4 n =� 3• •• `+ - e, 1 1 I I .� �•.,•• �� r fipfn �f2.1X 21.1 11 Iw, /�OUISWING TNRESHOtD n OU�WD(G THR84kO10 ( , iii555 •: DtP(C�OSRJ Coa,ml� ,Dart, s ^1 4.68° 4.56° I 5 4J° J n DMD NG THkESIlO1D 31 OMW�IMNG�oID Y N1�D z a � 3 4 Q — -5.67 2088° a c �.,�OUISWING TNkESMO1D V) ae �e11NSNBNG 7HR6�IOLD 2 WEAfltEk. (1DOOR BOTIgM SiYffP 8 Endesa(ZSeties� Columbia uro arca v � ti �--- -- 5.62s° 4W PE650 M1 ® 4.56"— A==n " F K n DATE 02116112 °a N.T.S. 9 g INSWINti THRESNOID 37 INSWING 11ikESHOID ADA iHRESHOID owo.er: JK m' nom) DLP M9) DLP caw ft US 3 DRAAW No.: FL-15210.1 N o SHEU g w � o m ' ° RYP 1 "P.) a = s ° [^� A • s , $` SEE HINGE L 2X BUCK t ntt tltltl000 ., �AHMB�S a DETAIL(lYP J G i X BUCK ` 7 TYP.HEAD a MASONRY g MASONRY &JAMBS ,�$ OPENING OPENING s FRAME _ a 2X BUCK—\ OU 2X BUCK O Y ADA SILL ONLY a X=ANCHORING Sti7tIKE.UIM6 WWANCNotiNq NSB 8 g Masonry conshuctlon co cmfaEANCf10R NOTE: Q 1.Conwere androrlocallare m the canners maybe adJusred ro molntatn fhe rvGn. edWrorn°'tcrJcl"t' IXBUCK H r 2 Concreteandw bcmlone noted as MAX oN CEM nue be ccyusted to c matnroln the m .edge d6twxe ro motwJo(nts,addmwrm eortcrere onchors 2X BUCK 9 z may be requ&ed ro areae the MA7G oN CBJTr:R" an are rwr exceeded. 3.Co=ere arichorhffile., Z8 H I X BUCK MAY,ctFitlL w5 MK cuuu ANCE 1 X BUCK H 9 m a It ANCHOR ANtNCtt: $$ 2X BUCK n TYPE EMeFDMtBYT .To t TtyANLf 2X BUCK 2X BUCK L 11 0 0 �' 1 X BUCK M Z a TAPCONELco ° 1/4° t•1/4° T 4° 2X BUCK 02116112 € ULTPACON t/4° 1•i/4" t" 4' 27 scAm' N.T.S. s H 1 X BUCK DVM W. JK m' ® 3/lir 1.1/4° T t-i/1° TA MHGBDETAIL crnc.BY. LFS 3 Irmwtng DMe17QJ xe... s 1,mamt n "*ItJSTALlAT10N nota: LATCH d DEAOEOLr DEUR HINGE DETAIL FL-15210.1 n Malnta7namRilmum 5/8"ec�dldance,1°erxl aVsfance,81°o.o.spadngm wood screws to prevent the spotting Otwood. pu1s,Mg o arsEr L---L i�'S'•. f ��� gm'n J ® !q N N ro cr tt MUCK W ? Ix BUCK H 4z—.. zaU° CAM 02116112 zz N.T.S. ° DM.BY.- JK m W&F TrUenrWm 3000 SERIES STRACE JAMB DETAIL anc BY.. LFS 3 3 pt.Lemic omme FL-15210.1 " 0 SHEET_L OF 9 N to co jdjj d 2X BUCK 58 P^ Q ° uw txwac H Q Y 2.17° g NOPPB MtlLll-POfM LSI . 2X BUCK 26O e 3Pofnf'fongue° 0 � 1 X BUCK ® 2X BUCK $� `�•' 1X BUCK22 H Z3 8 z tn o SnWJAMB Ln w a —02/16/12 °g OO ® sm, N.T.S. 9 s owo.sr. JK m' MUItt•PO 7SD1d�PLAfE cmL BY.. LFS 3 IATCHANDDFADlOLTS1RIKEPU11E Dmwm pro.: d MANUAL RAISED TONGUE GEAR SYSTEM 1 FL-15210.1 ig stir 5 ov 9 low AU OF AMATEWALS = e s A 1X BUCK SG>=0.55 WOOD * P I B 2X BUCK SG x 0.55 WOOD iV"• ,r• C IN MAX.SHIM SPACE - �ii� •'`•... .... p�� ~ D 114*X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL m MASONRY-3.W PSI MIN.CONCRETE CONFORMING TO ACI L3•; E CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 $ G I 114'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ti H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL I 114"X 1-314"PFH ELCO OR ITW CONCRETE SCREW STEEL L #8 X 2-1/2"PFH WOOD SCREW STEEL M #8 X 1-1/7 PFH WOOD SCREW STEEL D� JD 1 POLY FIBER JAMB COMP.1 VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4"X 4'BUTT HINGE STEEL 11 #9 X 3/4"PFH WOOD SCREW STEEL 22 3 POINT"TONGUE"MULTI-POINT LOCKSET(MTg.BY HOPP STEEL o 23 MULTI-POINT STRIKE PLATE(TONGUE STEEL 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STS d 27 LATCH STRIKE PLATE STEEL GI a 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL c 29 ADA THRESHOLD ALUM IL & 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUMIWOOD 32 OUTSWING THRESHOLD ALUMIWOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUMIWOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD B z 38 INSWING THRESHOLD ALUM/COMP -_ 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 55 #10 X 1-1i2"PFH SCREW STEEI. � S7 BACKING PLATE Ste{ a 58 #8X2"PFH WS Shg, 60 MULTI-POINT STRIKE PLATE STEEL _ 62 LOCK ASSEMBLY STEEL m �Q h m pao Z t] O1gF:09116112 11 g SmuE N.T.S. ° ma BY. X m CW.BY: LFS 3 DRAWM NO. fi FL-15210.1 1° �r or-19- o H R W R W wilding Consultants, Inc. Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico.FL 33595 Phone 813.659.9197 Florida Board orPrormlonal Engineers Certificate orAuthorhmition No.9513 71 jlij� V t� F Product Sub Category Manufacturer Product Name tate o SwhVing P o,Inc. Smooth I Wood Grain I White Wood Grain Exterior Exterior Door 5200 W Century Blvd. Rustic/Mahogany Doors Assemblies Los Anger,CA 90045 Series 0 Fiberglass Door Phone 440.989.9773 lnswln -"Ir ESV Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt,P.E(System ID#1995)for Plastpro Inc.,based on Rule Chapter No.61620-3, 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. Liar"dons: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the" Z"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 home debris protection this product complies with Section 1609.1.2 of the 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 1609.1.2.2 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-15210.1 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 canoov or overhanq to sill is less than 45 degrees. 8. See drawing FLA 5210.1 for size and design pressure limitations. Suppoidng Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L.Doldan,P.E. ASTM G 26-95 ETC406-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2. Drawlnca No. Prepared by Sloaled&Sealed by No.FL-15210.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Slcaned&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. 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 ISOAEC 17020 and Guide 53. a Lyndon F.Schmidt,P.E. FL PE No.43409 4/24/2015 Sheet 1 of 1 V MIAMFMM COxaq P MiAMi--DADS COUNTY,FLORIDA ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RM 11805 SW 26 Skce4 Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www minmiaaae.gov�economv. Lawson Industries,Inc. 8501 NW"m 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 stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such besting 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"La Porte" 8'-0" Outswing Glazed Aluminum French Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. FD-2003,titled"La Porto-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision"G",dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturees 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 1p;s'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 shallbe•paovided.to tha.user by the manufacturer or its distributors and shall be available for inspectiongt thq Job 4c at the gagst of the Building Official. This NOA revises NOA No.13-0328.11 mid co.dists bf this P4ge X snd vtidence pages E-1,U-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jalpe D,.Wqpp,P.E. .. . . . . . . . % % % . . . . 060 • NOA No.14-0908.07 MtiWmE ouN7 Y �{. 5 Expiration Date: June 05,2018 J ... . . ... Approval Date: May 07,2015 Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 114202.03) 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 "G",dated 04/15/15,signed and sealed by Thomas J. 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 Outswing 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, HETI-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 20294 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-04P-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. 04-0609.04) 4. Test reports on: 1)Tensile Test,per FBC,ASTM E-8 along with marked-gyp 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. 03-8210g0_0; ••• ; ; ••• . .. . . . . ... . .. ... .. . . . .. • ••• ... 0:0 Jaime D.Gascon,P.E. 000 i • i i . •••Pj oiuct Control Section Supervisor ••: :• :• :• •.• •.• NOA No.14-OK07 Expiration Date: June 85,2418 ... . ... . Approval Date: May 07,2015 . . . . . . . . . . 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 20294 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-021253, HETI-02-1726, HETI--021728, HETI-02-1736, HETI-02-1742, BETI-02-1763 and HETI-02-1765, issued on 01/1412003, all signed and sealed by Rafael E.Droz-Sella,P.E. (Submitted under NOA No. 03-0219.41) 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 NOA 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. 14-0916.10 issued to Kuraray America,Inc.for their "Kararay PVB Glass Interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®Interlayer",expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(ARA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5a'Edition(2014),dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of conformauee,.no.financial anterrst and compliance with the FBC 2010 and AAMA 101/ x.,5.2;.7,;djtt c plWf/17, signed and sealed by Thomas J. Sotos,P.E. .. ... .. . . . .. (SubmNed under previous NOA No. 12-012 7.23) . • 0:0 ••• ••• Jaime D.Gascon,P. • •Pfouct Control Section Supervisor • '. .. .. NOA No.14-090&07 Expiration Date: June 05,2018 ... . . . ... . . Approval Date: May 07,2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAHTTED F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control,dated 07/27/10,signed by Ishaq Chanda,P.E. (Submitted under NOA 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.10-0128-04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, ETI- 01 2645, HETI39-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing,Inc.,dated 10/22/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.10-M&04) 6. Laboratory compliance letter for Test Reports No.'s HE1I44-1897, HETI-04-1896A, HETI44--1896B, HETI44-1377, 142-T095, HETI-02 T090, HETI42-1253, HETI-02-17261 HETI-02-17289 HETI42--1736, HETI-02-17429 RETI02-1763 and HET142-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz-Sella,P.E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS I. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La. Porte 8'--0" Outswing Aluminum French Doors — L.M.I.", approved on 06/06/13 and expiring on 06/05/18. .. ... . . . . . .. . .. . . . . ... . •• ••• •• • • • •• 000 0:4 ••• 6:0 .000 Jaime D.Gascon .E. •.. : ; ; . •.• f r4duct Control Section Supervisor • 000 ••• NOA No. 14-0908.07 Expiration Date: June 05,2018 •.• ••. Approval Date: May 07,2015 . . . . . . . . . . . .. .. . . . .. .. IMPACT OVIT-6WO DOOR BDL QF MATIIBIALB 145 I/8'Max Ilrst Width 11Mn1 DWO PART DB U'bON SBYAM �l Wk as enaDee egaaty■ Swing 1 L-9o1 LIT-090 1 FRAM HEAD 6ti183-TB ALLN" t 33 13/161 max. ) k C 35 3/1 Width naX. a L-908 LIl_W l FRAME SAL 6063-T6 ALUADV{IN -,-- 1 3 L-M LR-090 . 8 FRAME JAMB 601 AU04UM S' � 4 L-904 LU-696 8 SIDELITE JAMB ADAPTER 6063-10 ALIBONLM IT S L-906 LU-098 8 x Panty PAWL TOP 6 BOTTOM RAA 6063-T6 ALUM" _ 6 6 L-W LU-091 1 x panel Him STILE 6063-76 ALLOW" s 6 \ Max,2DL0 WlClt 7 L-W LU-G% 1 x PanesMX3M LSTILE 6063-T6 ALUM" 8 L-909 LU-09'3 8 x Panel TOP 6 BOTTOM RAIL ADAPTER 6063-TD ALWONUM 9 L-911 LTf-0� AM'S W4 ROUND ALUM.BEAD-7/16' 6063-13 AUDOAMIM .M *� / \ to L-918 1.11-087 AS RE" v4 ROIDB ALAN.BEAD-3/8' 6063-75 ALMN0LA1 gP�� C j•%r%, D/rj/ $ ��/\ D It FD-684-8 L-M 8 x PQrol MINCE LEAF ASSEMBLY 6063-T9 ALU MKIM yy�� i //• %%/ j/,�/ //•• I8 VVS-001 TP 3886 REIM Bulb Vtrp4 Vis'µ-Tann Plaetks, See Maurm Caxposittan at Shaft / \ T 13 PWS-OM ■ AS REED. WTS?.8 TOP/BDTT.RAAs FS-.187'r.x.8169% p Active Inactive . •.• 4S 14 PWS-008 r AS RECD. WTS"P.a FRAME HEAD 6 JAMB 1 PD-Je7's.X J3Vh. �; 3dy 13 L-910 1.11-tMi9 8 x Parts STRDCER MINTING PLATE 6063-TS ALCM" � � e • •G 16 FD-619 FD-619-1 8 x papal STROM PLATE 63X.3-78 AUMOMXN j a 9 Sideiite • • f f f •J, 17 FD-631 LU-0iF<i AS REOA GLAZO�IG ADAPTER 6063-T6 ALlL11P6MH \ %r •• • / • • 090 •• 10 HC-001 SF-D 8 x Parol DELTA FUISH ULT CB T13P 6 BOTTOM OF LOCK STILD V���3{ ��j/ • //� f • /�// 19 FB-681-8 -024/086 1 SET DOM LAX/DEAD BOLT SET KVWW-arrive Gwr ide tee •• 80 FD-681-8 -084/088 1 SET WOR I=/DEAD DOT SET SCHLAGE-Series F> CMM !� • Al• • M FD-681-2 -024AM 1 SET DOM LOCM/DEAD BAT SET DEFIANT-Series am cam f• ••• • ••f • • 88 a FS-M AS REO'A Frans befall.Scree-Head (Sn Notes at eluet 4 of 6) - 8 • 83 ■ FS-03S AS REWA Frame Irotali.Serve-Jamhl811 Case Notes at sheet 4 of 61 __ �,w -0 • -N• • • 84 ■ FS-086 8 FRAME ASSEMW.Y SCREW 818%3/4'PK-M •• ••' s • P.8 ■ FS-018 S REG'A JAMB ADAPTER SCREW 010 It 3/4'P.K-PFO. 7 •• 000 • $' 86 FD-634 LU-171 AS REwn U4 RHRNO ALOK BEAD-11/16' 6063-TS ALUM" 6r , 87 ■ FS-043 0 ADAPT.ATTACK SEMEN 98 X 1 1/4'FK-PML d11 .1>�S1 S�! f •••• • 80 ■ FS-049 8/ParxA bna"Rao Assermy Scrry 3/8•x8 V4'Mex Sc"w 6 Nut 1. SEE ELEV AT SHEET 1 OF 6 FOR Cat SId9Ute) a�a18 1.4• 4' 4 • l� 4• •, • 89 ■ ■ AS 1DE8'D. NEUTRAL CdDE SAICTDE Sdmte-Na•ehe�M SM-5731 ANCHOR O.C. MAX. SPACING AND LOCATIONS. attiw pa°neU R 214 •••••• 2.SEE SHEET 4 OF 6 FOR INSTALLATION �1VYI�� �g +w• ••egemr aaaBor 30 a ■ IEWA NEUTRAL TARE SIUCOME Doe e99 3. SAME ANCHOR TYPESACING®FRAME HEAD do SILL. H�+�prr ElIffERIO EI.EVATIO1V •f' i s - 3s a ■ As REWA MEUTRIU.CURE SIL[cBE Tram=s-= 38 ■ a AS REO'A Lar1rated Glass ase Pa 1 - Ota•s Plus ]moi 1 QUALTFI68 BINDLE A MULTUITS PANBL4 SSB MWATMIS). NOM 33 ■ ■ AS RE6MD. Lainfrated Glass see P0.S i-PVD X. QUAiS�UNM Will AND WIT UT BLDG 1).THIS PRODUCT B DESIGNED AS PER 2014 FLORIDA BUILDING CODE-Sth EDITION. 3! • a AS Rt3YD Laxfnatetl Glas•see Pio. f SafinH-PVH B.MAX PLUS SPLB 140 1/8"1x.X 95 S/4-IL 02" 2).GLASS MEETS REWA LENTS OF ASTM-E1300 AS PER CHAPTER 24 OF 30 a H C-= 2/PWA PANEL ASSY ALUM PLATE 1 1/8'x 8'x 1/8.0 063-TS MAID 4.W&DVT BAISB DOfAN1AL MUNM APPIAND W/MUCONB. THE FBC 2014 CODE. 36 a NC-004 @/Panel ParM Ass Full LenOht Red vrmorm Rod,flats,nww Nut 0.QUAL1M SDVGLS OR DOUBTS ROTPOM$AAS 3). IX OR 2X WOOD MM BY OTHERS,MUST BE ANCHORED PROPERLY TO 37 a FS-011 0 H IN Z ATTACHMENT SCREW 010 X 3/4'P.M./PHL B WAX.DAYIM OPBNTNG V=o 20" TRANSFER LOAD TO THE STRUCTURE&TO tE REVIEWED BY BUILDING OFFICIAL. 30 ■ FS-044 18 SUOCLITE ATTAtYL4ENf SdEV 1.10%1•PH/PHII -a7• MaxJ T('M'DAYLITB OPBNOIG 11BIW-8.3 1/8" 4).ANCHORS SHALL.BE AS LISTED,AND SPACED AS NOTED AES AND ON 8. MBS BLTLVATLON AT I I 1 1010 FOR MAX.ANCM SPACING AFD ANCHOR SENT TO SASE MATERIAL SHALL BE 39 MC-006 BGi 6/-le� 1/8'Dior Nets Ts - on 6-6 KMPL ASTTCS-Raekrelt M-79 9).ALL DBM�I MS BMW=ARS IN IVCBq 5).SEE NOTES L SHEET 4 OF B FOR DITALWTLON FASTENERS TYPE. 40 MC-007 7141 B/Poml 7/0'Dla.Hole"-WAM 6-6 HIMPLASTIC3 -Rock"ll M-79 !O).NO TDIRRICANB SHUTTM ARE BBQUfItTtO g),SEE NOTLS OR LOADING CONDFOR NOT SHOWN IN THESE DkT. & 41 a Fc-GlO flBDI.T FI{LSF1 SMT Sot - 6-6 SUMXXDFLASTICB Inc tkickveU M-79 �ceaWAY1� ARE NOT PART OF THIS APPROVAL. 48 L-913 L11-086 AS A NB ROMIVD FALSE ALU%WNTTN 6063-TO MAMOLN Gooding Abdo (Ay�r.�. /^� 43 a Al AS REWA TNT FALSE APPLIED MINTIN 1$0'X DPD' $-I=ALCM" A0 `�y�6�*0 1).MAX. DP a f88 PSF W/ (4)Sudeas Bolts&Close Types A. B. C&D. 44 L-918 FD-683 AS REWR FRAME HEAD SHEAR PLATE 6063-TS AUNROMH-4•lag _:ap (SEE LOCATION DETAILS O SHEET 3 OF 0 40 L-9t6 113-su As REwa FRAME Low SILL-OPTIO& 6063-73 ALtNKN 2).MAX OP- f76 PSF W/2-Paled Lack �cothrs)+ (a)&wfa�Bolla of IrweWe 46 FD-630 HC-= 1 TWO-POW FLLBHBOLT LOCK OPTIONAL t FOR eN 7"PsF tri 3).MAX.OP- 376'PSF W/flat SD&must be used where wateir Infiltration Is to protected by overlian ratio greater than Oft*. 47 FD-686 FD-886-1 @/Panel FLI�H DOLT OWDE MAX AF U 1 1/8'x 1 L8'x t/8•IUraH 6�3-T9 P MM 4)."at required DP "0 PSFFWW/MuI-PON Lock( tW6)+(1-paetGre Inood" 48 FD-6E7 FD-687-1 @/Parol @-Pont Lack Batt Quide ANGLE 3'x 3•x 1 L/8'x Lew AWn 6068-T0 1=1i NOtaa Q Tj�T ('y 49 ■ ■ AS R171'A Je6rt SrMant-VHBte Calerod •Purvis Co.'e+Per Sen! �. Na 0tP�ii to f 1 -!1 dl /{I �BJ ® ®� 8501 NW oath St. MB FD-638 HGl- 1 SET LOCK ACTIVE HANDLE 6 TRIMSET ASHLAND BV34GlA-A B sp Radood to aom*V/B 6Y 6 added 11-�g1 / 1`J MEDLEY,FLORDA 33180 01 FD-637 H e- I SET M18.T1-Pow I=ACTIVE ASHLAND OWMID-STACYO * •• o B� 'q 1A [anis ad am 01/88/10 (305) B&B-8880 FD-640 HE- 1 SET LOCK PASSIVE HANDLE 6 T'RiMSET ASHLAND 6W88WA-P 1 RAmbland Unit-Point 1&*01/07/11 yANUFACYOpgg ap QVAW eypAMN 1112110IN AND CAN MM 03 70-639 MC- 1 SET MULTI-MINT LOCK PASSIVEASHILAMOT 4VS110-STPAS4 ` ¢q to aomptt V/solo ru D,om Cor awe wet ashy p ldmr bans 54 PD-641 NC- 8 x pons! ti-PoMt Lock Dolt�NAde NYL@I 6-6 RaduNl M scute 79 � 4 E F �� �� r 8014 F&I �A W �r tIaA6T t Ora sa a FS- 4/QuMds s a6da Attachment rosterw 06 x I/8'PiltAWIL. '' O l;�vp0•�°�.'� '�e , 1D 16 La Porte Impact French Out-Swing Door 56 FD-84P NC- 1 x Lock Lack Top Rant ter NYLIW ADAPTER ammm Six No.Benzo 0 10 57. FD-843 HC- 1 x!rock Louts Bottom Mount Adapter RYLON ADAPTER D n.Ls. 1MW�- a0�e N� r0_2403 e-woll 0 I--^-�-�Un UP Max Urot WFth 73 8/16•max UM Wath 74 V&•xox LM Wtlth 0Wdtl�"i WJ!a,VA ----II I 35•�/16�' � < 3 Sj x A A r33 13/li�ex. li A � � � T I o A Al M A I x H. a I wax ML I W I' CD B ` 8 C D/ ( P� I C J.Ave AQ ' 'ate v II '(elf A e $o- A ve aw d /.f L -MH Fit ' D B LT T •• A�EkTjT�pL • 94 • "0X0" ELEVATION a "OX" ELEVATION •"O'• • 1481/2'Man 14Jt Wdlh •••••• • ••••• T APPROVED CONFIGURATIONS •••• • AT . . ...... Saito* r<33P13/lu6' hnw� �Arox 7 T�ESL �� q� Q •MACP BCH GUMMO WOR-DLJ we can ••• 1 VIEWED FROM A Df1ER1O QE. REPRESENTATION AOt1AL 01!98 OEADJ•••• 2. FALSE COLONIAL MUNTINS ARE APPLIED W/SILICONE ��) AR471QB8 e� � '8•Trig•0•TYPB b AND ARE AVAILLyMLLEEgAASS yOPPTTIIONAL. 1me9• 919981• / +/ . +/- +/-(P81 +/-I • Z 3. OR�BOTTOM RAILS. SMOLE AOTTOM RAIL 10 1/4• s *96A 11 *8A 76A F:t7 • Max 4. OUT-SWING DOOR WRHQUT INSECT SCREEN. •• f6 1/4• 8 * D 17 3/IB' ±it1i• •.f6.0 22 1/4•, 77' s ± 0 t9 9/16• *6D +76A 1 1 C�� B D 88 f/4• s 0 29�6/t6' +Y % ON V4• 0 168.0 3!3/16' t 360 34V4• 8 406.0 35 WWI *76A 760 o f `�qq pRODUC/,RBV79BD 10 1/4' 6 !"A 1t s/I, +76A *76A g71a0 Qt1v,e $tS B�a¢p 1yp® vNhf>roFb11d6 - � •� a V4• 93' 6 *860 23 WW 16 L14' 6 Ifto L7 vs, *7&0 76A 17&0 Ap}�8 .. 9 u �i At�pion�No 28 1/4' •�> g ±860 80 3/16' 76A *76D ±76A of ''i'�4Ci 301/4' 6 ±M0 313/N.' *76.0 ±7U +7U B 0 lift 34 V4' 6 ±SU 38 3/%' ±76UJ +76A ±760 •OPWARE PAM MUgr*MMr APR1 MM FZQUR91M M BULM CQt4:. 0 PA MWHEM OWIWM I OF MMM AT FRM.tl691. PR n ,�� '�,• '4e.se.-NA',', to w -1 o1 08 �� //I! ®1\/ 8501 NW oath S! „ $ : b G0n*W w/7B�7&adder !!!�AAJA 7 Y v MEDLEY. FLORIDA 33188 ;t olw 01/98/10 (305) 898-8880 L AA&W ftu-Pain!Tarok 01/87/11 MANWAMA88 of QWLt47'dE010XDM wId+DD/B AND CARS DOORS .,OXXO" ELEVATION * :mow to a a/iii A vAt M 3—W Envw..ar..' D �°v` Dam one or 6 ANCHOR NOTES: '•. •' �,` SW Nakwn Bre. 0116 16 "La. Porte" Impact" French Out—Swing Door 1. AT1 AT SHEET 1 AN08LnoNS. '' ��,�''�A�rs' aawN as4 O.C4. 1�PAx.BPACI(fl 2. I PES 8 FOR INSTALLATIONDA sAA ;i"lui5 Na1wa 1Lma p1r PA 18 sya w eiw•ao avow eleN.n s enwx a•a.tr 11 n.t N FD-2003 0 16'TAPCDN W/ 8/16+TAPCC13N W/ FOR 2 W®D BUCK INTERIOR$RIE 1 x(P.T3 WWO INK U ELfflAT 4.AT 1/41 MAX.SHIM TYP. (SEE MM 3,SHEET O SCET 1 ID'6 FOR SPACING 3 4 3 LOCK STILE 3 4 3 :►„:.�.' JAMB MULLION 19 21 15 18 JAMB ;+*•+ 38 6 1712 38 6 Active 7 48 7 Inactive 6 8 12 33 SideUte 39 17 StdeUte 1 3 TYP /4• ; •; I DLO Width-M---I 14 7 7 12 18 9 10 14 9 10 14 Edge stance f-- pan et Width 11 t U4. KIN EKlED O O EIEI7�ftiQR SMEC+Z m TITV ` ./ , UNIT WIDTH MIN TYP.) 16 _ s.;S,w,e NOTES, •••• Active Ran=MR Inactive Active ` DY16t30A AO.0 Inartiva ( ' 1 2. ?NIdg1LOF ge •8 UO 6 • •••i • • • 18 18 � ` g � •••••• • • E3Orxwfa=un MMMR 4= ( Active Inactive ••• . so • _ E4 _ OPTIONAL BOLT ® TQP ttAB arm a� . LOCH mum 111TH FWSN HOLT UMN STM BITS TWO-POMT LACK •••• • • ••••• de PLUSH HOLT • g ••••• ••••• e• Active Inactive •• • • a� g ••• • 45 •• 10 D Q. 32 33 34 no / // //•/, WK L r! 3 i • • • •••• 17 ®* (*) OPTIONAL •• , +. p NTO PSI CDT (TYP3 28 B(TERIOR ME MMMOR XDE 18 OPTIONAL BOLT ® B67TOM BAB, 1 iii EN W/ 1 1/4' (SEE DETAU.E3 FOR MMJNTIN(i LOCATI®() (xml.EDGE OreTJ O-pol MULTI-POINT FLUSH BOLT s:• (•)PUT lu Nam g 38 2 WX OP-*74 PSF MtX•DP-*M PGF TWO-POINT LOCK UWATKINS: BDtlRS&SIDELITES WITH THIS SILT.TO BE 98 t/4•MAX FRAME HEIGHT. 13 12 OPTIONAL LOCK DItTA1L3 1). MAX.OP tee PSF W/(4) WATER W Surface Bob&Ok-T THIS TYPE 13F SILL IS LIMITED TO#/- $ DESIGN LOAD AND Typo A.S.�C. KW BE USER Nt.RE INFILTTUTIM ISICN NOT REC00 1IR THE 2). MAX. DP= *76 PSF W/2-Pafat EXTERDIR CPEND6 IS PROTECTED WITH AN EXTENDED CEILING OR ROW $ PRO Look(aotire)4(a) Surface Baits O LnaetPre DWERHANe GREATER THAN DR ECUAL TO THE NWIT OF THE WALL Sim .H81gU1ht IMM > 'IS L.�ATED. •+.;%'}k^ i + + s:,;"•. ..NS` 0�°�me to GUMV s -LI/01/05 �� I I O 8501 NW Nth St. • , 11�� + e r, r -, + • MEDLEY, FL0(�i 33188 •w.•ro :•• .+�+ E��p, to A added ,•�� PSI CI'W6O(TYP3 0 88228 •�' ted 0=1;/: ( > - •* . Ashtwil mitt-Point lack 01/67/11 AMMA OM N 4VALIV A&VAVNW WAWNV AM MW s e/16•9=TAPUN W/ PRODUCTRBVISID7 5 :0,; to.0=*w/Saw FDC wet Aoi ovta.roti em+e ttiae ea+ n lana taw area s or e 1 1/4• 11/@•KIN EMM eccqulplyDlgwiUsthoRimtde T8 OP °Zi tmoNOd to wm w 601{FDOow 0aR Dmr.1 WEE SxEET 1 a 6 BuDdtngCode ,,. 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Acture r Acthre 17 18 9 37 �• :�" TYP.}•;;., `: 9 0 ;`IS may, �'a it 12 — F NAX SHIM 1 G12 �1,r 2 o � o ---I ¢. ® o TTP, AOR �� UW MOTH MIN EMBED UNIT VIDTH r SXTERTOR 8IDS (TYPa Sa1TERI0R SIDE SO 51 tBTSB[tB BDS 5/16'TAPCON V/ 5/16•TAPCON V/ 1 1/8•MIN DwEa )ua rare ��/p.N U�F11�D, LOCK STILE 3 „y.jy... .,. •w;an••,�$EE NOTES FEt SPACING) EDGE�T SEE I• S Fifft IPACDNT". 19 0 21 4 • • •• c.� e ..i..•);•. ;1P MULLION IMTBRIOR 8IDB • • • Active T • r.. a n• LOW STILE • 1�' T( I V6•I a,t"' ''� o"'� 1 x('.T.)WOIID Bl,d( 31 38 •• MIK EMBED 'F° 3,AT fie• •!Nay .?a•.�.a� am NOTE 3.SHEET D 7 5 � i • D iw "' + • 12 •••••• TYP ey. :•:•." a • T,�.S 1/a'MAXActive S�elke 1 X. 1 u.•NA>�SM • HEAD SHIM TYP. 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TYPE & DESCFtiPTIOPiB MAF v4 names aaA #Z VV MAWL VAXOG -1._\ 4A■r t4t/RDL � AQB llVTER10$SIDE Ina a t+oat-slue e W°ffiLA Pte' 1Ql g Dept& m »'�: 0111M / —vr,ATHCROW PAM tip -- .^ d 3 1 3Ra•AWA41 8 A80•wmik ... ... 3 3/lN Amwated CAA laminated ales A t- 8eL AaAotint� stoC �nt,Bar,or*C* ptq A LSPIv MD&L12`E/JAMB ATTACHMENT DETAIL OW 76"v/ s Annaa1atl FRAME ASSEMBLY DETAIL m.AM TYPE 1 4 ltotta8 a D80'DuPaurt PVH Ortarm a to 3 1/8'Anruated oa• •0D8 a ERTBRMOR SIDE d Lemtnated ° GLAZING DETAIL ems+ VO•I&oa mea SILL SEALANT DETAIL �,�t -- Mare mums m x aium MWO III•u. 8/ t a S*Plax PVH AN9dd6�vtJ 96 3 1/6'N.at-3bthermd Qlasa �•' r 'w RQTI9SIOR IDUE xm�ATTA°aQn r.T eZiNC TYPE & DE�yt'RTP 1RON4: 10 lav{°g ddeptar � 9u°�°na VWM Iw . • sCWW m0/18'Laminated Olen t:'� V'lY d Mum byalis- "A.air PNA%. no HIM HENTINGE ATTACHM ` EtTMGtYP6V i DE3CRIPTODO s Ire IHo man • ® y,, • �! DETAILS A=U WX /' a AW setUR VB G08nta �' 3 LM Mast- man nmim i; Q / WM K=t.ur m mt ar¢s 1/4'Insulated 4 L4• A< • •� • Air Bynoe 0 VB'MNPE¢CD am RemPwOlem ,3{p d Son - • ams WITM INsts A ED.P _ .Yat Dur Su Tiol 4S�aNa S au'a• �°�8 HQ6d 1®t D> @1408 • •• •• ORAD• • t W■WV WPM PANEL ASSEMBLY DETAIL e1�esHAF-3af"' t 1/e•eaa maw ® �. e .Darr od•s4 E%TERIOR 3 La•Hyo GMLOW A tw1tC 06Yp�`0 .4 1/41 RMI.Oft OMAIPAM4Jf6• urswt tan w• �,° GLAZINGET TAIL• !k2 $ IM •• • • • H 44T0 t�0.OR st3 W 014 oitTA�i.sa��'um BCPEVS °""•9$♦' em ox „-77 •"”' '••••0 •• 000 �•096 (�E antes roe•PMO 4W MTEB Pala SPAsu� # ,� ,�, $ •• • r�NlM E�iE DAT. 4BQ63-TTu.9 14KHJ� 1' va E06f MST. 3<}P�y,TD36 KM HM04atp� — Aft Dom' ,DiEFI. V!ALtPt 4 DE 1 NM[� 1 rlFr 1/41 MAX.SRN TVP. 1/•4-04AX..I SMA/TYK RBVMW I� es witb � 8.o 1 LI•Im( 1 L4•MM EDGE DGST 6/l6•EICYJ TAPCAM V! EDS DtsT. 9/16•TavcOM vi TYP isEci�mrEsL&P PUN cam ac�Ms1 11 tltrlaE ds9ERIeLY Daeav, WAS u TO X 3 KSI Mw �Ta tMTE a� tea`, •'' dip r®�r4r Rarlst�jo a -11)W,706 �� A� 8501 NW 90th St (AMt, s o, .•>'.+r .'iris 04sa '•,t11 I.ao Wv w/n &added MOLEY, F-am 33188 L —1- 1 p S•A Dlaaiatm elan 01/22/10 (309) 898-8680 •r 11 V4•l9AlG SM TVP. V4• S4lM TVP, .jx b Ply e/ 0DOW 1 Fu it AN#am /CR7RDR s�� MIT • YE OF :1411 ftwind to 0-m—Aft• 2014 FBC KOA APPNWAi 1pl"IYP %t . a 4,.•�c*oq NOW"A. Naha area 01 1 Ao "La Porte" Impact" French Out-Swing Door r�mTr1E��pu g� �7A� Appy rri l FAS=•'4�` araoa aw aw To IAQ&•rRANE` wl8 um°/OI ft Wa�EViC,1nY �'••=�•,••• ,vti y'�+ xalfea z- o!. >A1 10 (Tm) FRAME INSTALLATION OPTIONAL DETAILS A �,''2` �� p �+ ° "'°"'"' FD-2M ''°'"""a' .076-f- .070 39 I �—4.300—� d t'1 9TkA BIX.T B0L1 ® .8 62- �— .460 dtl� T��p .09G -r 1� as L750 1 l Q 1E39-I 'I .908 F- I .074 tp7 687 I g gg AND atAZINa ADAPTER r QUARTER ROUND _I pI 8 g 9 TWO-POWSHDOL AND 8L-810 0(11�/18'HEAD 6 PANEL HINGE STILE �L $ 9 PRAW BRAD 49 ARM GUIDE o /L-807 (--1912--�{ p ® a19 4.187 .730 9 i--2031r 096 L I 400 964 064 2000 yg g q �I L500 124 HINGE meQUARTER ROUND ..730 .073 Q 9 9 9 9 1 11 #L-908 #L-012 LL 10 #s/9"} an A70 I • O 43 —ir F BILL IIdTPANEL AK FUD RL0t-008 '� NGLE GUIDE r— ••• -• 8D ••••P/ A 79 1750 i ---I -I ••e: • I�p, p�� QUARTER ROUND I • • •e 63 • L0Tdc1ACTIVE L12:KnPASSIve O(1/4")HEAD .12'J • ••s—•-�{-• �f fE30 #I.-811 972 • ••• • •i'jtiy• 9 �-^I625 0198 �� • •• • • • •••••• •••• °�• "0 HALF ROMT 4.000 • •• • I� b 42 072 FALSE MUNTIN O ADAPTER 5ofl •••• JAt16 iY�' ••••• 0 01 1 #L-OW8L-818 #L-OW • �4 ••••• 1II .082 Me • •• /L-004 • -IL-1/8' T • 4.340• • 50 51 5 @SIDELPfE PANEL. PY6 F81ad0 No.7200d6 1.812 • • t00 • ALUMD M PLATE PHYSICAL ASTM -I .136 2"LONG D=m*rRndwm A",10[00 7S D42M • • • • O_002 Sp as"nity 140 D 38 PANEL TOP& • _ e07 • U oSB�K%ps 3400 x ®BOTTOM RAIL •• er;6 9• ldadotm l too o>P9 70.0 4UD-74O #L_903� O 8 VdD 3=0 PLATS ttOdtas Na a8 )moi BYMCAL D Oen A°,IOsw 7S D NOi.ALL DIMBNISONB aH+SCLFISD ARE IN INCH88 8 001.45 MM H d88-- StrmgO,Pffi 1640 DfiTB 2'ANC OR MAXAT SPACING 1 N 8 FOR ANCHOR O.C.O C.MtLPACIItO AND lAC1TI0NB n UWW*EIMvtiDA% 325A D4M KWWCTRBVIM # Moduty®1W4/oB m,P9 7t > caz M ��r1.O 48 "AVE LAW BILI. PA S `j Hifi ��1c 7 (-)NETS: #TL-918 PBORAO am a i'j�[ INFER TO 1HTAB.'H3' N SHEET I!3 OF 6 F13A AHBITMA4L HDTES ADID LIHITATMN& ���� ,•�,� N t`' 0�0 NOW=Nat"W % eom s ) 4-1 t 850. NW Both St. ap, �, Hevhed to eem*s/Pmt&addad MEDLEY FLORIDA 33.88 STEEL H0. 8TEEl.�{.T * 77 ted�a Ol/n/10 (305), BOLI 1 Malt--Point lock 01/87/11 MUMAOIUM dP 4129M AZ4WWf ramPB IAD W"ROODS tq eila•as S55 c•i-760 oNs p�q to Gain*W/8010 M wum cram wa4 Ora was 07b,orp t4ma ' a of 0 Optional Multi-Point Locks �.�-ase�% OF :t++' to aom a ens P� am►X61 06 OPTIONAL 86.0 pat DP) a p•.����w t �' Nelwn Szaae 01 10 15 "La Porte" Impact" French Out-Swing Door (46)TWO-POINT LACK Ac ve oa�ve eck INACTIVB-PANEL < R;Q•'Q1,• 0 ma 01 SHO-080 -EWE AS NVS.Io-STACT3 ASHLAND ww3110-STPAS4 i8 FLU9H BOLT BHC-OM .,,aSs•• la�j0 °yo NalOon Rraao of 1B 0 pat DP) ASHLAND tufa-A ASW N E& -P '• a tr. ws1 ate"' e ' FO-2003 T: N #� y, Miami Shores Pillager w '� �Ttt ypf li ws�Sh �rs Ir 10050 N.E.2nd Avenue NE Vc�� Miami Shores,FL 33138-0000 ' �ia,� � t31f�► get Riu Phone: (305)795 2204 ,:. . ._. Expiration: 0 /0/12016 Project Address Parcel Number Applicant 1300 NE 103 Street 1132050300010 JOHN&CONCHITA KING Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JOHN&CONCHITA KING 1300 NE 103 Street MIAMI SHORES FL 33138-2624 1300 NE 103 Street MIAMI SHORES FL 33138-2624 Contractor(s) Phone Cell Phone Valuation: $ 3,500.00 ALL ABOUT DOORS INC Total Sq Feet: 49 Type of Work:REPLACING 2 DOORS Available Inspections: No of Openings:2 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 DBPR Fee Invoice# WS-8-15-56865 $2.00 09/03/2015 Credit Card $92.40 $50.00 DCA Fee $2.00 Education Surcharge $0.80 08/11/2015 Check#:10958 $50.00 $0.00 Permit Fee $120.00 Scanning Fee $12.00 Technology Fee $3.20 Total: $142.40 In consideration of the issuanc@ 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 ty with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I as s nsi ' for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, CHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. j OWNERS AFFI AVIT: t oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zoni t aut rize the above-named contractor to do the work stated. September 03,2015 Authorized ignature:Owner / Applicant / Contractor / Agent Date Building 6epartment Copy September 03,2015 1