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WS-18-1757Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Address Permit Parcel Number Permit NO. WS-6-18-1757 Permit Type: WindowslShtlltters Classification: Door Replacement Permit Status: APPROVED Issue Date: 7/1312 18 Phone Expiration: 01/09/2019 Applicant Cell SCOTT PERWIN 800 NE 95 ST MIAMI SHORES FL 33138-2515 (305)757-4082 Contractor(s) Phone CeII Phone AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 Valuation: Total Sq Feet: $ 6,232.00 0 Type of Work: INSTALLING IMPACT FRONT DOOR AND SI No of Openings: 1 Additional Info: INSTALLING IMPACT FRONT DOOR AND SI Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $2.00 $2.00 $1.40 $110.00 $9.00 $5.60 $134.20 Pay Date Pay Type Invoice # WS-6-18-68059 07/13/2018 Credit Card 06/27/2018 Credit Card Amt Paid Amt Due $ 84.20 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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 a zoning. Futh ore, I authorize the above -named contractor to do the work stated. SeaGib lUe1Zo Authorignature: Owner / Applicant / Contractor / Agent July 13, 2018 Date Building Department Copy July 13, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)796-2204 Fax: (305)756-8972 Inspection Number: INSP-307285 Scheduled Inspection Date: August 28, 2018 Inspector: Naranjo, Ismael Owner. PERWIN, SCOTT Job Address: 800 NE 95 Street Miami Shores, FL Project <NONE> Contractor. AMERICAN STORM PROTECTION Permit Number. WS-6-18-1757 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)757-4082 Parcel Number 1132060410010 Phone: (305)264-0446 Building Department Comments INSTALLING IMPACT FRONT DOOR AND SIDELITES Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee Is paid Annual 97 911411 For Inspections please call: (305)762.4949 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PER IT APPLICATION BUILDING D ELECTRIC ❑ ROOFING Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL RECEIVED 2013 l.)t FBC20L-4- _.45-4- ❑PLUMBING 0 MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 0 0 /V qS ,' S 1 City: Miami Shores County: Folio/Parcel#: Occupancy Type: T (— 32aCo- 014/-001 O Miami Dade ❑ CANCELLATION D SHOP DRAWINGS Zir : 5 / �g Is the Building Historically Designated: Yes Load: Construction Type:, Flood Zone: NO BFE: FFE: OWNER: Name (Fee Simple Titleholder): CeQala-" Phone#: 3O q- VDd- Address: 806 lue Q S b- S f-- City: Ph l6_,V)1 cl At) ►r`QQ State: P-0-'t Zip: / Tenant/Lessee Name: Phone#: Email: G J W\C-C ( i CONTRACTOR: Company Name: Address: C. COI -NA AmiUAc RAY kc h irt-1 •PLr((v ,Uw q 5/- Wt.(t3 Phone#: 3( S / —c)S y City: WI 1 0.11Al I State:�f frviz/ Qualifier Name: fO✓��/ / -W I" 7 �V-Z_ Phone#: C State Certification or Registration #: CC-/S J 32 T Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 62 32 - DO Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ,(- i - /780 61-o'-cA-S ( C_C S • zip: 3/S13 'OS/ ?` Specify color of color thru tile: Submittal Fee $ Permit Fee $ Q C CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE$ et• 7-0 (Revised02/24/2014) 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 OWNER or AGENT The foregoing instrument was acknowledged before me this ). day of .J ii ,-..Q , 20 / 8 , by AM GJ Me‘Ifi v , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: /����// Print: /" I S Seal: ************* CHRIS POURIDAS, JR. MY COMMISSION # GG 065385 EXPIRES: January 24, 2021 "•:FOF i,5: Bonded Thru Notary Public Underwriters as CONTRACTOR The foregoing instrument was acknowledged before me this ,r N • 1.2 day of -7 , 20 / 2 , by opet(i•\cn ,J R?t) a fho is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: `20%/k'',c: CHRIS POURIDAS, JR. MY COMMISSION # GG 065385 .��. o;= EXPIRES: January 24, 2021 %:EOF F .QP' Bonded Thru Notary Public Underwriters ******************************* APPROVED BY ({% w'// Plans Examiner (Revised02/24/2014) Structural Review Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ack o , ledgem .6-L7—/g .moo7ia/Afar) P-(9��2� ual fier/Owner Signature Date Print Name 6/27/2018 Miami -Dade Official Records - Print Document 111 DATE MICROFILMED OURTHOUSE TOWER LOCATION. at• CAMERA OPERATOR DEPUTY CLERK, CIRCUIT:COUR THIS INSTRUMENT PREPARED BY AND RETURN TO' RICHARD A. GOLDEN, ESO. KRAME11900 B & GOLDEN. P.A. ! 5762PG25 ! 9 11900 Biscayne Blvd.. Stale 610 OFF. North Miami. Florida 33181 RLI• 718-92BH WARRANTY DEED (Ind. - Ind) (Statutory Form -Section 689.02 F.S.) This Indenture, made this'22nd day of December, 1992. between THOMAS GUNNAR HEDENQUIST and ANNELI INKERI HEDENQUIST; HIS WIFE whose post office address .s 13390 N.E. MIAMI COURT, NORTH MIAMI, FLORIDA 33161 hereinafter called the Grantor•, and SCOTT E. PERWIN and AMY J. MCCLELLAN, HIS WIFE whose post office address Is 800 N.E. 95TH STREET. MIAMI SHORES. FLORIDA 33138.. hereinafter called the grantee* WITNESSETH: That said grantor, for and ,n consideration of the sum of TEN AND NO/100 ($10.0O) Dollars. and other good and valuable consideration to said grantor in -hand paid by said grantee. the receipt whereof is hereby acknowledged. has granted. bargained and sold to the grantee. and grantee's heirs"and assigns forever, the lollowing described land, situate. lying and being in Dade County. Florida to wit • Property Folio No. : 11-3206-041-0010 LOT 1. BLOCK 1. JONI HEIGHTS, ACCORDING TO THE PLAT THEREOF. AS RECORDED IN PLAT BOOK 96 AT PAGE 23 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. Subject to restnclrons. rescrvallons. easements and Imitations of record, A any. provided that this shall not serve to reimpose same. zoning ordinances: and taxes for the current year and subsequent years Said grantor does hereby fully warrant the tale to said land. and wilt defend that same against the lawful claims of all persons whomsoever - /tgne *-Grantor" and 'grantee" are used for sengular or plural. as context requires. In Witness Whereof, Grantor has hereunto set grantor's hand and seal the day and year hest above written sealed and dpinered-in our presence- / . • THOMAS fiUNNAR HEDENQUIST' (/j?fT `-.� r,,,�utfer n.o,c of wnn .:c.. . , a•..,r.e. ., ;anti., v. STATE OF FLORIDA COUNTY OF Dade ANNEU INKER1 HEDENQUIST The foregoing instrument was acknowledged belo,e me this .22nd day of December, 1992. by THOMAS'• GUNNAR HEDENQUIST and ANNEU INKERI HEDENQUIST, HIS WIFE who ss personally known to me or who has produced clowns LICENSES as identification and -who did lake an oath ::pl (SEAL) ' Da r.r cn,r -.r,. a,.a. ad: `. .. 4lelr,1..i2ud:c, .la:o of Florida At La rr['••: •7.,r i, rr : �•. 19arhnitsalOn Expires Apr. 30 r7eri ,ia CncUit & County �. - r„1t7atl JVAgynard (y,)rKQng .. Notary Public Commission No. „ G 1 5: Sorel /. �:.„..,. ••.�'? • zie., ,� ` '• 1�� --� 1 i/„.. (Name of Notary typed. printed or stamped) + i ••TAX IDENTIFICATION NUMBER INFORMATION SCOTT E. PERWIN AMY J MCCLELI.AN TIN • 262.i'1 TIN • 5b6 -16 bribes https://www2.m tam i-dadeclerk.com/Official Records/PrintDocument.aspx?QS=YaoUfOzxry0P9fU59LrvbE8H244rrGfpju5%2bwz3PZrKPLAyi P2KLW%2fiHTQc... 1/1 Amy Mclellan 800 NE 95th St Miami Shores, FL 33138 Plastpro Fiberglass FL-15210.2 Hinge Left RHO with sidelites 82-1/2 x 82 •• ••• • • • • • • •• • •. ••. •• • • • • • • ••• • • •• • ••• •w� ..• • • • • • • • • ••• ; Front Do* • •.• • • •• • • • • • • • •••• •• •• • ••• • • • • ••• • • • • •• •• •• • • •• • •• • •••• •• •• •• • • • •• • •• • • • •• • • •••• •• • •• •• ••• •• ••• • • • •• .•. • • rn - Z e-, rn ▪ 'C. rn aS r. WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: I 6<-ca,--\ Stvr m g . GI Pi` Str-e-tt PROJECT: ,0N cQ,11.1 Kir EXPOSURE " D 010 S}- - , 3 8 i City State ZIP WIND VELOCITY = 175 MPH ROOF SLOPE > 10' Roof Ele (ft) 15 17 20 22 25 28 30 35 40 45 50 55 60 v. Tributary Area (Sq. Ft) 10 48.6 52.7 49.5 47.3 51.4 48.2 20 46.4 50.5 47.3 45.7 49.8 456 30 45.1 49.2 46.0 44.6 48.8 45,5 40 44.2 48.3 45.1 45 43.8 48,0 44.7 50 43.5 47.6 44.4 - +' 53.7 51.0 52.4 49.6.'' 51.5 48.7 50.8 47.9 50.2 47.3 49.7 46.8 49.3 46.4 48,9 46.0 48.6 45.6 55.3 51.9 56.3 53.3 53.9 50.5 54.9 51.9 53.0 49.6 54.0 50.9 52.2 48.8' 53.2 50.1 51.6 48.2 52.6 49.5 51.1 47.7 52.1 49.0 50.7 47.2 51.6 48.5 50.3 46.8 51.2 48.1. 49.9 46.5 50.9 47.7 57.8 54.3 58.9 54.7 59.4 56.1 60.9 37.6 62.4 59.0 `56.4 52.8 57.4 53.3 57.9 54.7 59.4 56.0 60.9 57.4. 55.4 51.8 56.4 52.3 56.9 53.6 58.4 55.0 59.8 56.3 54.7 51.0 55.6 51.5 56.1 52.8 57.6 54.1 59.0 55.5 54.0 50.4 55.0 50.8 55.5 52.1 56.9 53.5 58.3 54.8 53.5 49.8 54.4 50.3 54.9 51.6 56.3' 52.9, 57.8 54.2 53.0 49.4 54.0 49.8 54.4 51.1 55.8 52.4 57.3 53.7 52.6 49.0` 53.6 49.4 54.0 50.7 ,55. 4 51.9 56.8 53.2 64.0 59.9 62.4 58.3 61.3 57.2 60.5 564 59.8 55.6 59.2, ,55.0 58.7 54.5 58! 2 54.1 52.3 48.6 53.2 49.0 53.6 50.3 55.0 51.5 56.4 52.8 57.8 53.7 65.0 60.9 63.4 59,3 62.3 58.1 61,4. 572 60.7 56.5 60.1, ,55,9 59.6 55.4 59.1. 54.9 58.7 54.5 66.0 61.8 67.0 644 60,2 65.4. 63.3 59.0 64.3 62.4 581; 63.4 61.7 57.4 62.6 61.1 56.8'' 62,0 60.5 56.2 51.5 60..1 55.8 61.0 59.7 55.3 60.6 Zone 5 Pressures (PSF) Roof Slope > 10 Roof Elev. (ft) Tributary Area (Sq. Ft) 10 15 20 25 30 35 40 45 50 15 48.6 65.1 47.3 62.5 46.4 60.7 45.7 59.3 45.1 58.1 44.6 57.2. 44.2 56.3 43.8 55.6 43.5 54.9 17 49.5 66.3 48.2_ 63.7 47.3 61.9 46,6 60.4 46.0 59.3 45.5. 58.3 45.1 57.4 44.7 56.6 44.4 56.0 20 51.0 68.2 49.6 65.5 48.7 63.6 47.9 62.2 47.3 61.0 46.8 59.9 46.4 59.0 46;0 3 45.6 57.6 22 51.9 50.5 49.6 48.8 48.2 47.7 47.2 46.8 46.5 69.5 66.8 64.8 63.3 62.1 61.0 60.1 59.3 58.6 25 .53.3 51.9 50.9 50.1 49.5 49.0 48.5 48.1 47.7 71.4 68.6 66.6 65.0 63.8 62.7 61.8 610 60.2 28 54.3 72.7 52.8 69.8 51.8 67.8 51.0 50.4 64.9 49.8 618, 49.4 62.9 490' 62.0 48.6 61.3 30 54.7 73.3 53.3 70.4 52.3. 68.3 51.5. 50.8 466.8 •65.5 to. a. 6444 4 46.8 49.:1. .49,0 63.4 62.6 61.8 35 40 45 50 56.1 75.2 37.6 77.1 59.0 79.0 59.9 54.7 56.0 74.0 57:4 75.9 '58.3 53.6• 70.1• 55.0. 71.9 56.3• 73.7• 57.2: •68 * •52.1 •67.2 •9451 53.5 •]b'L'r68.9 • •5�s, •71,3', :54.8 70.5 :55.6 5)6, 54.1 66.0• 65.1 p 52.4 67.7 •'66.7 512 51.7 69.4 t5.3 55.0 54.5 50s7•' 64•92• 51,3 65!8•' •50t3+ 63.4 •.. 51.; :4 53,21 •V..8 67.•4`'.•ge 54.1 53,7 80.2 77,1. 74.8• 73.1 •71.7 �0>:•ria4 68's'• Cf., 55 60.9 81.5 59,3 78.3 58.1. 76.0 57.2 .56.5 65.9 55.4 54:9. 6414 74.3. �72.8 V16'+ 70.5 69.6 68.8 60 61.8 82.8 60,2 79,5 GENERAL NOTES 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. 2. ROOF ELEVATION "H", IS DETERMINED BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN ROOF HEAIGHT AND APPLY TO ALL FLOORS. 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VAUD WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 59.0 77.2 58,1, 57.4 56.8 56.2 55.8 55.3 75.4 73.9 72.7 71.6 70.7 69.8 FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 6, ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2017 STANDARDS date:10-02-13 drawn by: M.F. REVISIONS: no date by description checked by: H.M. DWG NO. 1 LIAL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 Sunset Dr. Suite TEL. (305) 264-8100 220 MIAMI, FL 33173 FAX. (305) 262-6978 ZONE 4O ZONE 5 JAVA AHMAD FLA P.E % 70592; EB C.A.N. 3538 SHEET 1 OF 1 FLORIDA CUPARTA'CNt OF Business 81 ProfessionalRegulation` Ymu,s-LigP ► OFFICE OF,THE SECRETARY; BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Product Approval USER: Public User OBPR HOVE Stats & Facts I Publications Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method " Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL15210-R6 Revision 2017 Approved 0 Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@ rwbldgconsultants.com Vivian Wright rickw@"rwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com ABOUT OBPR OBER DIVISIONS CONTACT DBPR FBC Staff 1 BCIS Site Map 1 Links 1 Search • • • • • .• • • •... • • ..•. • • •• .. • • . • • • • . •• • Exterior Doors Swinging Exterior Door Assemblies • • • • • • .••• • • • • • • • •. • •• • • •• • • • • • • • •• .•• • • . • • • • • • . • •• • • • • • • • . • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. 1 Validation Checklist - Hardcopy Received FL15210 L6 'COI (a) Certificate of Independence.pdf Standard ASTM D1929 ASTM D2843 ASTM D635 Year 1996 1999 1998 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ummary of Products FL # Model, Number or Name ASTM D638 ASTM E1300 ASTM E84 ASTM G26 G 155 TAS 201, 202, 203 2003 2004 2005 1995 2005 1994 Florida Licensed Professional Engineer or Architect FL15210 Equiv (ALEsiuivalency of Standards.pdf Method 1 Option D 08/13/2017 09/18/2017 09/20/2017 12/12/2017 • • .. • • •• • ••ILO • Description _ "• • • - • • 15210.1 a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X-eotlii6yrationj•. '. • • • • • •• • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. ••• • Installation InstructLorfs, . • • • • FL15210 R6 II (b) Inst 15210.1.pdf • Verified By: Lyndon F.$'cnipiicrt, P.E. 434Q9 Created by Independent Third Party;Ye • Evaluation Reports • • • FL15210 5 AE (b) E'va05110.1.0j• • • • Created by Independent Third Party!yas'.' •. • 15210.2 b.'Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or XO; OXO - Conflgurations) e Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL15210 R6 IL(b) Inst 15210.2.0f Verifled By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE' (b) Eval 15210.2.pdf Created by Independent Third Party: Yes , 15210.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.3.0j Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (.) Eval 15210.3.pdf Created by Independent Third Party: Yes 15210.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door Inswing/Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL15210 R6 II (b) Inst 15210.4.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 'Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes' Evaluation Reports FL15210 R6 AE ()) Eval 15210.4.pdf Created by Independent Third Party: Yes 15210.5 e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R¢ II (Inst 15210.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (¢) Eval 15210.5.pdf Created by Independent Third Party: Yes 15210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See,INST 15210.6'for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 1 (b) Inst 15210.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.6.�di • • • Created by Independent Third Party! Yes. • • - • •, • • • • • • ,.• 1 15210.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fibgr®ws Single Dopr Configuration) • • • • • • • • • • • • •••• • •• Outsviing (X; • • Limits of Use Installation Instructions• • • • • • • • • • Approved for use in HVHZ: Yes FL15210 ROE II (b) Insii5ii0.7.p�1f *•i Approved for use outside HVHZ: Yes Verified By: Lyndon F.Acbpydt, P.E. 434Q9 �• Impact Resistant: Yes Design Pressure: N/A Created by Independer t Third Party Yes , Evaluation Reports • • Other: See INST 15210.7 for Design Pressure Ratings, any FL1521Q R6 AE (¢) Fival 15a10.7.p'df • • additional use limitations, installation instructions and product particulars. Created by Independent Third Party Tds. • • • • • • • 15210.8 h.-Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II ,(b) Inst 15210.8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.8.Rdf Created by Independent Third Party: Yes 15210.9 i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Inst 15210.9.p2Jf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.9.�df Created by Independent Third Party: Yes 15210.10 j. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions FL15210 R6 II (0Inst15210.10.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Created by Independent"Third .Party.: Yes Evaluation Reports FL15210 RE (b) Eval 15210.10.pdf Created by Independent Third Party: Yes 15210.11 k. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or XO; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.11.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b) Eval 15210.11.pdf Created by Independent Third Party: Yes 15210.12 I. Smooth/Woodtrain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Outswing' (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (b) Irist 15210.12.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 LQ() Eval 15210.12.pdf Created by Independent Third Party: Y•s • • • • • • .••• :• •-• 15210.13 m. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fibaerglass Singreilgor with S&rfai:fi. Bolts - Outswing (X - C ijyyrr tion) • • • • • •• • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. • Installation InstructiortP • • • • • • FL15210 Rst C II (¢) In•1i2i0.13.pdf• • • • • • • • • • • •• • • • • Verified By: Lyndon F..Whpydt, P.E. 434N: Created by Independepatiia Party: Ye% Evaluation Reports • • • FL15210 R6 AE (b) E'val 15',10.134•:. Created by Independe3it T fl- Party! Yes • • • • • • • • • •• • 15210.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact"Opaque Fiberglass Double Door with Surface Bolts on Active Door panel - Outswing (XX -,Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (¢) Inst 15210.14.pdf Verified By:,Lyndon F. Schmidt, P.E. 43409. Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (b)Eval 15210.14.W Created by Independent Third Party: Yes 15210.15 o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door utilizing the WINDSERTTPO an operational window insert - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R6 II (.b) Inst 15210.15.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 RC AE (b) Eval 15210.15.pdf Created by Independent Third Party: Yes EMI CCM Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 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: Fc_ gill El Credit Card° Safe SCCi.I LI1IICS ••. • • • • • • . • • •• • ..•• • •• . • •• • • •••• •• • • • • .• • • • • •• •• •.• • • • • • .. •• •• • • • • • • • • • • • • • • • • • •• • •• • • • • • • plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door INSWING / OUTSWING "IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) 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 wal 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 'HVHT'requiring wind bome debris protection, this product compiles with FBC Sections 1609.12 & R301.2.1.2 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 FBC Sections 1609.12.2 & R301.2.1.2.1. 5. For 2x stud construction, anchoring of these units shall be the same as that shown far 2x buck masonry construction. 6. Site conditions that deviate from the detach of this drawing require further engineering analysis by a licensed engineer or registered architect. v FRAME WIDTH 37.5" MAX. FRAME WIDTH I -1 —1.5 FRAME HEIGHT (INSWING) 81.13" MAX. OVERAII FRAME HEIGHT (OUTSWING) -� 'I ' X ® o 0 0 7. Outswing configurations meet water infiltration requirements for "HVHZ'. At 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. roe, • • • • • • • • • • • TABLE OF CONTENTS • • • • • • SHEET# DESCRIPTION SHEEN• • •• •.: • • •• 1 Typical elevations, design pressures & general notes 9 Vertical Cross Sections (Thresholds) 2 Door panel details 10 Horizontal & Vertical Cross Sections (Direct to Masonry) 3 Sideifie panel details 11 3-Point lock details 4 Lite frame details and glazing details 12 3-Point lock details -' - •• •-• e- 5 Elevations 13 Budcanchoring • • • • 6 Horizontal & Vertical Cross Sections 2X Buck) 14 Frame anchoring • • • • 7 Horizontal & Vertical Cross Sections 11 X Buck) - 15 - Components •• • • • • . • • 8 - Horizontal & Vertical Cross Sections (Direct to Masonry) 16 BPI of materials • • • • • • • • • • • • • • See shee 2 44 Ng hardware and Iite frame design pressure imitations • 100 OX as 0 00 0 XO i i„ • •.1.,-`. •URATION, CONFIG •-' •- •• , . i = MAX t w`FRAME'`' _,DIMENSION DESIGN PRESSURE (PSFJ' ___.._, ,- :: • `POSITIVE, ..NEGATIVE:' ox/xo 76.5" x 82.0" +75.0 -75.0 •• op: ; 115.5" x 82.0" +75.0 -75.0 • •• • 2 am 0 nw N 00 o 2) rr \ " a� Sj N • 2 am 02/16/ 2 stlLE: N.T.S DW0. er: JK aor. sr: LFS SPAWNS NO FL-15210.2 SHEET 000 • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • O 201 2 R.W.. Sumo 35.75' MAX OA WIDTH 79.25' MAX. OA. HEIGHT / \ X 40 DOOR PANEL Fiberglass °HORIZONTAL CROSS SECTION SEE HARDWARE TABLE SEE HARDWARE TABLE LRDWAREMaLE .; MANUFACTURER' KWIKSET KNOB: DEADBOLT: SIGNATURE SERIES SIGNATURE SERIES (980) MAIL #SIGN PRESSURE (PSFJ'.; ± 75 SOILAGE KNOB: DEADBOLT: P SERIES (FS1) 'T SERIES (B60/62) ± 75 PAMEX LEVER: FUR SERIES DEADBOLT. FD7 SERIES ± 75 HOPPE MULIIPOINT LOCK: HLS9000 3-POINT TONGUE +50 ENDURA MULTIPOINT LOCK: TRILENNIUM 9000 (3-PT) ± 75 See sheets 9 and 10 for multipoint lock details. •• • • • • • • • • •• • • • • • •• .•. •• . • . •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • •• • INTERIOR FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) FIBERGLASS SKIN (0.12S' MIN. THK.)�` BOTTOM RAIL (COMP.) TOP RAIL (COMP.) i1` 311 2g:o P 1 ts oa 8 e� O �g mda� •z Dw EXTERIOR t °VERTICAL CROSS SECTION be 00 00 o >j w c.1�o N ah 02/16/ 2 SC*E N.T.S DWG. sr JK arc er. LFS owanN0 NQ: FL-15210.2 sNaT or 16 • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 0 201 2 R.W. BUILDING CONSULTANTS INC. STILE (LVL) OHORIZONTAL CROSS SECTION 3 OSIDELIIE PANEL INTERIOR FIBERGLASS SKIN (0.12.7 MIN. INK.) FOAM CORE (POLYUREIFIANE- 1.9 PCF MIN.) •• ••• • • • • • •• • • • • • • • BOIIOM RAIL • EXTERIOR VERTICAL CROSS SECTION • ••• • ••• • \is • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • -• • • ••• • • • • ••• • • • ,• • • • • • • • • • ••• •_ • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1� M N N wp 0 FosW O t, n - DAM 02/16/ 2 SCALL N.T.S •r. JK aoc ay: LFS DRAWING NO. FL-15210.2 SHEET jT or,g O2c 20.50" MAX. D.L.O. WIDTH 24.27 MAX. FRAME WIDTH 0 m 0 J 20.75" MAX. D.L.O. WIDTH to hL. 425' F11- (TYP.) ODL UTE FRAME 24" MAX. f iFRAM1 E WIDTH ITYP) --! I— f RSL LATE FRAME 5/8" GLASS BITE STRUCTURAL SILICINE (DOW 995) EXT. 1" OVERALL GLASS THK. 1/8" ANNEALED GLASS 0.090" SAFLEX®PVB INTERLAYER 1/8" ANNEALED GLASS AIR SPACE 1 /8" TEMPERED GLASS ALUMINUM SPACER NON STRUCTURAL SEALANT #7-19 X 1-3/4' PPH SELF -DRILLING SMS INT. G) GLAZING DETAIL MODULE TAB MANUFACIthii MAIL DEIGN , PRESSURE (PSF) ODL ± 75 RSL ± 60 DR. 1-1 /4" OVERALL THK. GLASS 1/8"ANNEALED GLASS 0.090"SAFLEX6PVB INTERLAYER VT ANNEALED GLASS AIR SPACE 1/8"TEMPERED GLASS 1/7 NON -GROOVE SWIGGLE w/ DELCHEM#80 POLYSULF1DE 1 /8' BACKALL #10 X 1-3/4" PPH WOOD SCREW INT. A3 EXT. FRAME STRUCTURAL SIUCINE (DOW 995) 1.59" • • • • • •• • • • •• •• • • • • • • w • • ,( • • •• •—I • • 1 • • • • • • ••• GLAZING DEXAIL: • • • • • • • •• •• •• •• • •• • • • • • • iX1 #RAMS • • • • • • • • • • • • • • • 0INT FRAME 0INT. FRAME f A7 SCREW CAP 0 i$ 0 a a 0 0 W2 z 0 N a 0 z EWE 02/16/ 2 scat N.T.S. • •r: JK 01(l LFS ono.: FL-15210.2 SHEET 4 OF 16 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • ••• • • 0 2012 R.W. 9uROPNe CoNewLTANTs IND. 4 \ 0 \ 4 6 \ / / \ O %// ELEVATION IXO - OX► 8 0 e 0 A♦A vv e i I•I Li //// //// O I � e O OX ®' 7 \ 7 : 1 •• ••• • • • • • •• •• 1:14TION (OXO) • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • •• • • • • • • • • ••• • •• • 0 F tea. rn 00 o N R 88 pz vQ ono •-Z W:02/16/ 2 DMZ N.T.S D•D. •+•: JK CNK sr: LFS DRAR91i. ND.: FL-15210.2 Sir 5 or 16 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • s •• •• • • • •• •• ••• • • • ••• • • NOTE 1. Spacing for item K: 6" from each end and at centerfne. (3 Total) 2. Sidefite assembly screws located 6" from top and bottom then 5 more equoly spaced (7 total). lOHORIZONTAL CROSS SECTION 6 Outswing shown (Inswing sinfiar) ©w 0 O 0SEE NOTE 2 0 5 HORIZONTAL CROSS SECTION 6 Outswing shown (Inswing similar) INTERIOR EXTERIOR C)HORIZONTAL CROSS SECTION Outswing shown (Inswing similar) EXTERIOR SEE NOTE 2 EXTERIOR P A ortialL: N INTERIOR • • • • • • • 33 VERTICAL CROSS SECTION 6 Oufswing shown (Inswing similar) •:IN.TERWR• : • ••• •. • • • • • • • • SEE NOTE 1 00 • ••• • ••• 0666 HORIZONTALCROSS •SECTION • • • Outswing shownJIRs Ong stiar) • • • • • • • ••• • • • •INTERIOR • • • • •• • •• • • • • • • • • • O EXTERIOR C)VERTICAL CROSS SECTION Outswing shown (Inswing similar) z$ VA 0 0 a a N N ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 4i W Sa or N ^ Z EWE 02/16/ 2 SCAM N.T.S DW. er: JK met er: LFS DRAWING NO.: FL-15210.2 sNEEr 6 of 1ST N 2 0 © OO 0 O NOTE "v • o0 0 111 , ©• 1/4" MIN. 0 CD 0 INTERIOR 1- EMB. (TYP.) EXTERIOR SEE NOTE 2 1-1/4" MIN. EMB. (TYP.) lO7 HORIZONTAL CROSS SECTION °HORIZONTAL CROSS SECTION Shown w/ 1X sub -buck / Outswing shown (Inswing similar) 1. Sparing for Item K: 6" from each end and at centerline. (3 Total) 2. Sldefte assembly screws located 6" from top and bottom then 5 more equally spaced (7 total). Shown w IX sub -buck Outswog shown (Inswing similar) 33 VERTICAL CROSS SECTION 7 b-buck Out�swing shown (Inswing similar) SEE NOTE 1 •• ••• e • • • • • • • • • • • • • g(TLR • • • • • • -•—e—r •• ••• •• • • • •• INTERIOR U VERTICAL CROSS SECTION • • • • • • • • 7 Sown ww1X sub -buck • • • • • .04wIag sppwn (Inswing similar) • •• • • • • • • • • • • • • •• • • • • •• • • • • • • • • ••• • •• • sE 7 G o6 rn W be IC N1 z 88 o QU A3 >j cv•-z aaL 02/16/ 2 SCALE. N.T.S ONO. BY: JK air Br•. LFS owlwa0 w.: FL-15210.2 sew 7 or 16 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 G01 6 R.W. BUILDING CONSULTANTS IND. Draw gs\FL-15210 (2017)\R-15210.1-6.ay, 8.2 a INTERIOR EXTERIOR lO8 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing shown (Inswing simian) NOTE 1. Spacing for item K: 6' from each end and at centerline. (3 Total) 2. Sidelite assembly screws located 6' from top and bottom then 5 more equally spaced (7 total). 1-1/4 MIN. EMB. (TYP.) 22 HORIZONTAL CROSS SECTION 8 Sasonry hown swl g sh Direct own (Inswing simiar) CIVERTICAL CROSS SECTION Masonry Outswing�showna (Inswing similar) O11111 !!! SEE NOTE 1 © r O© •• • • • • • • • • • • • •• • • £�TEQIOQ ; . ; .� INTERIOR • • • • • • • • •• • • • •• • • • VERTICAL CROSS SECTION • • • • • $ Shown Direct shoown InswwinMasog similar) • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • ••• • •• • • •• re RO go U mCC tee 6 A4 U Oki Zto N 8 3 vN 8 g 0 0 SN CC ro O Z DATE: 02/16/ 2 N.T.S. DID. Hi: JK cHic ay: LFS DRAWING No, FL-15210.2 SHEET 8 orJ. • • • • • • • • • • • • • • • • • • • • • •- • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • 3 • 0 N 0 EXTERIOR INTERIOR C)VERTICAL CROSS SECTION Outswing configuration 000 • EXTERIOR 33 VERTICAL CROSS SECTION q Inswing configuration 0 INTERIOR 0 EXTERIOR SEE NOTE 1 22 VERTICAL CROSS SECTION q ADA Threshold INTERIOR • •: • .•fr. • • • • • • • • • • • •• ••• •• • 44 VERTICAL CROSS SECTION q Outswing configuration • ••• • ••• • • • • • • • • • • • • • • • • • •• • • • • • ••• , • • • • • • • • INTERIOR SEE NOTE 1 ® If �. A • za EXTERIOR Or 000 o 10, ••• D . •• • • • • • • • • NOTE • • : P Spacing for item K: 6' from each end • • and at centerflne. 3(Total) • • • • • • • 55 VERTICAL CROSS SECTION q Inswing configuration zo Oy D. y z a rn ce a n h 0 DATE: 02/16/12 SCALE N.T.S DWG. er. JK anc er LFS OWNING I0.: FL-15210.2 saner 9 of 16 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • •••• • • ••• • • Notes: 1. Spacing for Item L: 6" from ends and 5 more equally spaced along sidette (7 total). 2. Spacing for Item L: 3" from each end. VERTICAL CROSS SECTION Shown Direct to Mason Outswing only w/ 6-9/16 jamb O O 1-1 /4" MIN. EMB. (TYP.) INTERIOR EXTERIOR HORIZONTAL CROSS SECTION Shown Direct to Masonry. Outsw(ng only w/ 6-9/16 jamb VERTICAL CROSS SECTION Shown Direct to Mason Outswng only w/ 6-9/16 jamb INTERIOR • • • • • • •• EXTERIOR • • • •• ••• •• • •T•• O SEE NOTE 1 1-1/4- MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION • • • • • • • • • C1hown DirectDirectto Masonry • • • • • • • •{y • • • • • • • • hying only w/ 6-9/16' jamb • • • • • • •• • • • • •• . • • • • • • • ••• • • •• • 25 ( /-* 1 J:: ti n DOE 02/16/ 2 SCALE N.7.S DWG. er: JK CRC. er: LFS arwnec NO.: FL-15210.2 SHEET 10 a'11_ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • u 2 5 0 n 0 N er OHOPPE MULTIPOINT LOCKSEI HLS9000 3Point'Tongue' O 1" YS MULTIPOIHTSTRIKEPLATE MANUAL RAISED TONGUE GEAR SYSTEM co •• ••• • • •• • • • • • • • • • • • • •• • • •• • • • • • • • •• ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ® TCf?AVEADISOUJSTRt1EMAC •• i • ongue sysiPiP • • • • • STRIKE JAMB zg U 0 -,m n .rr 00 NN N In W W' O <qF n N agE: 2 wy r. . DWa. Br: N. JSK ow. or: LFS DRAWING NO. FL-15210.2 sHrrr 11 or 16 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ENDURA TRIENNIUM 3000 3 pt. lock • •• ••• • • • • • •• • • • •• • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • STRIKE JAMB DETAIL • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • ••• • •• • a. 00 NON N 2 DATE 02/16/ 2 sath N.T.S o•o. a JK aRc BY LFS awnNG NO FL-15210.2 sNCEr jg or 11f ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • 0 wmpome TYP. HEAD & JAMBS 4"Or.)— rr (rYP.) � �-- MUWON SHOWN FOR REF. I SUCK ANCHORING OX BUCK ANCHORING OXO CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge stance to mortar joints. 2. Concrete anchor locations noted as"MAX.ON CENTER" must be adjusted to • • • • • • • • • • • • • M maintain the min. edge distance to mortar joints, additional concrete anchors • • • may be required to ensure the MAX. ON CENTER" dimension are not exceeded. • • • • • 3. Concrete anchor table: ANCHOR .'ANCHOR YPP SIZE ... '% MIN..': `EMBEDMEN> MIN: -CLEARANCE TO MASONRY MIN:. CLEARANCE TO.'ADJACENT iTw TAPCON • i 4 / 1-1/4" 2" 4" ELCO • ULTRACON 14 1-/ 1/4 1" 4 •• • • • •• • • • •• • •.• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • •• • • • • • • • • • • • • •• • to -O ?O a s- u1 O ZU U m N. 00 NN V1 SF�i W 0 (77 RR 0 h F $5 WI :5'7.;w Nio N '_Z DAM 02/16/ 2 sr r. N.T.S DwD. sr. JK ou. ar LFS DRAWING NO.: FL-15210.2 sum 13 OF 16 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 0 201 2 R.W. BUILDIND CONSULTANTS INC. • SEE HINGE DETAIL (TYP.) io HINGE JAMB 6-9/16" JAMB DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 10) FRAME ANCHORING OX CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the carers may be adusted fo maintain the min. edge distance fo rnortar/oints. 2 Concrete anchor locations noted as 'MAX. ON CENTER' must be adjusted to maintain the min. edge dittance to mods Joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dknemlon are not exceeded 3. Concrete anchor table ANCHOR TYPE ANCHOR ,SIZE MjN EMBEDMENT MIN. CLEARANCE TO MASONRY= MIN CLEARANCE TO ADJACENT.; ANCHOR ` MY • TAPCON 1 : / 1.1/4' r 1' ELCO ULTRACON 1/4" t-1/4 P C TTW • TAPCON 7/1P 1.1N• AS SHOWN 1.1/7 WOOD SCREW INSTALLATION NOTES: I. Mafntahs a minimum 5/8' edge distance. f• end distance. 3 I o.c. spacing of wood screws to prevent the spDHhg of wood. CI M SEE HINGE DETAIL (TYP.) 171 c STRIKE MUWON HINGE MUWON L _ (TYP.)— 3" RIPI —^ ._ 1_ 'o =r - ITYP.I� I II 2X BUCK O O1X BUCK ODIRECT TO MASONRY TYP. HEAD & JAMBS O, TYP. MULLION TYP.(SEE SILL 11 11 6-9/16" JAMB DIRECT TO MASONRY JAMB (TYP.) SHEET 10) 1 o 111; • I••• • E14 .#e • • t7r • (�•• • • FRAME ANCHORING OXO LATCH AND DiADBOLT . • • . • HINGE DETAIL •Dttals • • •• •• •• Mswing • • • • • • •• •• • •• •• •• •• • ••• •• •• • • ••• •• • • •• •• • • • • • • • •• • DIRECT TO MASONRY 1X BUCK 2X BUCK STRIKE MUWON HINGE DETAIL Outswing DIRECT TO MASONRY 1X BUCK 2X BUCK a mU U QNw W W nre N Z DA1E:02/16/ 2 SCALE. N.T.S ONG. BY: JK CM. en LFS DPAWlhli N0 FL-15210.2 T :IA OF)6 rn 0 171 cc cc • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • ® ao 1 2 R.W. BUILDING CON OUISWING THRESHOLD DLP POSE) 32 OUTSWING THRESHOLD DLP POSH) 33 OU7SWING THRESHOLD Eudora (Merles) 5.625" rn INSWING THRESHOLD 36Endura (Marius) OUISWING THRESHOLD Columbia High Dom (58I ) 31 OUTSWING THRESHOLD Columbia (575J OINSWING THRESHOLD Columbia 4.56" INSWING THRESHOLD 37 0i, ( sl i", 4.56" 1� 0 7 - 2.44" 2.13" POLY FIBER JAMB PlaalpPi 4.56" F�-2.36" 27-- OWOOD JAMB OOUTSWING SIDELHE ADAPTER 7 39 INSWING SIDELITE ADAPTER P 2.088" —1 � o n o 1 I II�� 0.57' ii OWEATHERSTRIP Endura Force • • • • • • • • • • • • ODOOR BOTTOM SWEEP • • • e • • • • • 4.56" • • • • • •• • • • •• • M.VI C 4/ • • • • • • • • • • • g ADA THRESHOLD • • • • • • Doi' • • • • • • • •• • • • • • • • • • • • . • • • • • • • •• • cr 0 na N NN N z W W O rn PP WW as ono Z o4h:02/16/ 2 OCALLN.T.S DWG. ae JK au. EN: LFS DOMING NO.: FL-15210.2 SHEET 15 of 16 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • BILL OF MATERIALS REM I DESCRIPTION MA>ER A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ELCO OR TrW CONCRETE SCREW STEEL K 1/4" X 2-1/4" fTW CONCRETE SCREW STEEL L #10 X 2-1/2' PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL M 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL N 3/16" X 2-3/4" I1W CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP. / VINYL 2 RNGER 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' MULTIPOINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 35 OUTSWING SIDELITE ADAPTER VINYL 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 39 INSWING SIDELITE ADAPTER VINYL 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 50 SIDEUTE PANEL - SEE SIDEUTE PANEL DETAIL SHEET FOR DETAILS - 55 # 10 X 1-1/2" PFH SCREW STEEL ; 57 BACKING PLATE STEEL 58 #8 X 7 PFH WS STEEL H 60 MULTIPOINT STRIKE PLATE STEEL 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL 88 2X REINFORCEMENT SG >= 0.55 WOOD • •• ••• • • • • • •• • • • •• •• •• • • ••• •• • • • •• ••• • ••• • a • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • ••• • •• • m 0, 0 BILL OF MATERIALS 0 r'. h a n N 0 z z 0 WE 02/16/ 2 SCAM N.T.S. DWG. en JK nit HTr: LFS DRAWING NO.: FL-15210.2 SHEET 16 Of 16 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• 4 • • ••• • • 0 2012 R.W. BUIIGING CONSUL • 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 Evaluation Report Report 1Vo.: FL-15210.2 Date: A ug u.st 10, 2017 Product Category Sub Category Manufacturer Product Name Exterior Doors Swinging Exterior Door Assemblies Plastpro, Inc. 5200 W. Century Blvd. Los Angeles,CA 90045 Phone 440.969.9773 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door Inswing/Outswing - "Impact" Scope: herein. • • • • • • • • • Limitations:• • •• • • • • • 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida, Building Codeastiuctural relWldinants including; the "High Velocity Humcane • Zone' • Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc:, based on Rule Chapter No. 61 G20-3, 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 prodiist.i timed . • • • • • • 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base materiphshell be beyond wall dressing • • . • • or stucco. •••• • •• 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and doet tletrequirealt 11I BCt resistant covering. • • • • • • • • 4..When used in areas outside of the "HVHZ" requiring wind borne debris protection this product compliileMt tBC Sections 1609.1.2 & '• . R301.2.1.2 and does not, require an impactresistant covering. This product meets missile level "D" anti includes Wu ,Zjj ,4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. • • • •• • • • 5. For 2x stud framing construction, anchoring'ofthese units shall be the same as that shown for 2x buck masonry cons u'011i ii. • 6. Site conditions that deviate from the details of drawing FL-15210.2 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 FL-15210.2 for size and design pressure limitations: Supporting Documents: 1. Test Report No. TEL 01390365 TEL 01391846 ETC-05-255-16776.0 ETC-06-255-17412.0 ETC-07-209-19303.0 2. Miami -Dade NOA 17-0712.05 16 0314.11 3., Drawing No. No. FL-15210.2 4. Calculations Anchoring ASTM E 1300 Glass Load Test Standard TAS 201-94, 202-94 & TAS 203-94 TAS 201-94, 202-94 & TAS 203-94 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ASTM G 26-95 ASTME 84-05 ASTM D 635-98, 638-03, 1929-96 & 2843-99 Materials Saflex PVB Interlayer (Eastman Chemical Company) Royal Mouldings (Ext. PVC) Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 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. • ♦♦ ♦ Testing Laboratory Signed by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab, Inc. William Shelton, P.E. ETC Laboratories Joseph L. Doldan, P.E. ETC Laboratories Joseph L. Doldan, P.E. ETC Laboratories Ben Meunier " ENS No 43409 •• • Slat • itr 7-13 ' STATE OW Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 9/18/2017 • •