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HomeMy WebLinkAbout20-189 ,a PlIIR101_ly,, City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-000189-2020 ti Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 06/05/2020 Permit Type: Add/Alter (Residential) Property Number Street Address 04 26 21 0030 O0000 0080 6457 Brentwood Dr Owner Information Permit Information Contractor Information Name: THOMAS&SHARON CUTCHER Permit Type:Add/Alter(Residential) Contractor:ARMORVUE OF TAMPA LLC Class of Work:Add/Alter Residential Address: 6457 Brentwood Drive Building Valuation:$13,142.00 ZEPHYRHILLS,FLORIDA 33542 Electrical Valuation:$0.00 Phone: Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$13,142.00 Total Fees:$158.57 Amount Paid:$158.57 Date Paid:6/5/2020 2:01:18PM Project Description REPLACE 5 EXTERIOR DOORS Application Fees Building Permit Fee $105.71 Building Plan Review Fee $52.86 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "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." Complete Plans, Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. n CONTRACTOR SIGNATU PE 111T OFFICE PERMIT EXPIRES N 6 ONTHS WITHOUT APPROVED INSPECTION CALL FOR I PECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received f-�� Phone Contact for Permitting iittaiii halt Owner's Name -7 /� Owner Phone Number Owner's Address Jr/ ea W04VJ v Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address L JOB ADDRESS (/pf S //� y� . p ,ems LOT# /v SUBDIVISION (Q 4hlooGf PARCEL ID# JOL i�16 w G�0 6�80 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR� DlALT = SIGN = = DEMOLISH INSTALL R PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL GQy DESCRIPTION OF WORK t/Q �Q�6 BUILDING SIZE SQ FOOTAGE HEIGHT =BUILDING $/ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY = W.R.E.C. =PLUMBING $ 410 t./ �D 6 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION n v =GAS = ROOFING = SPECIALTY = OTHER !� 'v FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA _YES NO� BUILDER COMPANY V«' (/ /` aws 74 s• e SIGNATURE // REGISTERED Y/N FEECURREN Y!N —62-`UJ 6d Address Co —fp� License# ELECTRICIAN COMPANY 1 SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# ii■iiiiiiiiiiiiiiliiii.Itiiiiiiiiiiiitiiiii' RESIDENTIAL Allach(2)Plot Plans:(2)sets of Building Plans;(1)set of Energy Forms;R-O-W it for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Farms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. ---------- ------------- -- Directions., Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07.as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner,I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stemwall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a pedod of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. 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, FLORIDA JU ..11�OWNER O G � CONTRACTOR �F;ub cribe a om to or ffirmed befo /ne this S scribed and sworn to orAr ngd)befo a thisr Ff� 4�y ( i►itc)C�G� �/otD by (/J/r(lf� �v'ie�'e W o is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification.� � as identification.� Notary Public Notary Public Commission No. Commission No. �w ;,��Ia"'��r�2456211rcgd 245621 riv aum ed PHIL REYES Name,of�lptat6.ampgd 0 2022 N e.of bt typ�d0 ���1®f1si S;7 i, ,Augus :, 5621 C Expires August 10,2022 "fit` Bondod1hr4BudgatNotary -,�.�o eppfu /t60F"oQ Bonded Thru Budget Notary Servlces INSTR#202008G1 81 OR 6K 10110 PG 1848 Page 1 of 1 06/01/2020 11:49 AM Rcpt:2166768 Rec:10.00 IDS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Permit Number • 7w C; m @ fflQ-0mm Parcel ID Number CHUM Qo P CMW NOTICE OF COMMENCEMENT State of Florida County of Pinellas THE UNDERSIGNED hereby gives notice that improvements will be made to certain rani property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided In this NOTICE OFCOMMENCEMENT. 1.Description of property(legal description): af P0 44 P64 8'co.0 a)Street Uob)Address: 427 — 2^ or,V/-T 31 s y� 2.0eneral description of improvements: 4.C "" 3.Owner htfmmation or Lessee Information If the Lessee contracted for the Improvement: a)Name and address: s !j y'&2 A9ti It ae 6YS7/r- b)Name and address of fee sample titleholder(if different than Owner listed above) ,k�y J� o=Z- 3Ts"!�L c)Interest In property. 4.Contractor Information a)Name and address: Armorvue of Tampa LLC 6018 Jetport Industrial Blvd#516 Tampa FL 33634 b)Telephone No.:813 734 2260 .Fax No.:(optional) 5.Surety(d applicable,a copy of the payment bond is attached) a)Name and address: b)Telephone No.: c)Amount of Bond:; 6.Lender a)Name and address: b)Telephone No.: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: a)Name and address: b)Telephone No.: Fax No.:(optional) 8.a)In addition to himself or herself,Owner designates of to receive a copy of the I-leno'es Notice as provided in Section 713.13(1)(b),Florida Statutes. b)Phone Number of Person or entity designated by Owner. 9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 yew from the date of recording unless a different date is .20 WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.•IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my ge and belief�,��. (Signature of OxnerorLessee,orOwnersar Lessee's(Authorized OflicerlDtreetortParfi ger) Name and Provide Slgnator/sTdlefOffice) The oing instrument was acknowledged before me by s of [physical presence or �on-line notarization,this /_day Of •13 20 t7 by A N as d woie r (type of authority,e.g.officer,trustee,attorney in fact) for , ,as (Name of Person) (type of auto*,e.g.officer,trustee,attomeyin fad) for (name of party on behaff of whom fn*= Personally Known Produced ID Type of ID Notary Signature ldfinDnM " - 4�•0.Y PG6 Devina Nabhan Commission#GG 357405 cCommission Expires 07-22-2023 Bonded Through-Cynanotary 'For: ° Florida-Notary Public STATE DE FLORIDA,COUNTY CP P'ASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ; + ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF 2_ f•- NIK 'I ALVAR BOWL S,CLERK&COMPTROLLER B DEPUTY CLERK OF,,L Plan Review Windows & Doors 1) ;Need._manufacturing installation=specifications: 2) Must.meet sections R308 and R612 of the 2017 F.B.C. 3) If.windows are to be installed inside the historical district;they will need.to be approved by the.historical committee:. 4) No other work shall be.permitted (framing, plumbing; and mechanical) unless.oth.erwise specified: 5.) This is for replacement (glass for glass) only, If you wish to-change-from screen or vinyl windows_to glass;then additional information is required. 6:) All windoWs.to wall connections shall be left visible for inspection: 7) All labeling and stickers.shall.remain:on windows until final-inspection. 8). :No work, shall start without permit first. Armorvue Window Measure Sheet Toby Lee Tokes SCC131152115 Name: Thomas Cutcher Armorvue of Tamp Address 6457 Brentwood Dr 6018 Jetport Industrial Blvd Buld 516 Zephyenhills Fl.33542 Tampa FL, 33634 Phone: 419-450-4740 813-734-2260 # Description Qty W x H Location mull Impact 1 PHS3068 1 51 x 81 Front x 2 PHD6068 1 74 X 805/8 B/roorn x 3 880OSGD 1 106 X 791/2 F/roorn x 4 PHS2868 1 33 1/2 X 805/8 Laun/room x 5 PHS2668 1 311/2 X 805/8 Bath x 6 1 x x 7 1 x x 8 1 x X 9 1 x x 10 1 x x 11 1 x x 12 1 x x 13 1 x x 14 1 x x 15 1 x x 16 1 x x 17 1 x x 18 1 x x 19 1 x x 20 1 x x 21 1 x x 22 1 x x 23 1 x x 24 1 x x 25 1 x x 26 1 x x 44Z q �C�dR�'�1400 41,W CRC /r OP E�Q 7p ON; C06i RAU4141 PzZ '/1/41 AL- 4 Florida Building Code Online Page 1 of 5 I H Business & Professional Regulation NO r r... . BCIS Home I Log In I User Registration ' Hot Topics Submit Surcharge Stats&Facts Publications Contact Us I BCIS Site Map Links Search 11100#1 r Florida � �' ' )Product Approval E USER:Public User o^TM.,ea�au��rs Product Aoproval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL15213-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.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 Ext16 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 Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J.King,P.E. © Validation Checklist-Hardcopy Received Certificate of Independence FL15213 R3 COI (b)Certificate of IndeDendence.Ddf Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/W DMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 5/31/2020 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15213 R3 Eauiv (a)Eauivalencv of Standards.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 Summary of Products Go to Page i'1 Page 1/2 t FL# Model,Number or Name Description 15213.1 a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.1.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.1 for Design Pressure Ratings,any FL15213 R3 AE (a)Eva[15213.1.Ddf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or XO Fiberglass Door -Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.2.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.2 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.2.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL15213 R3 II (a)Inst 15213.3.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 15213.3 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.3.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ:No FL15213 R3 II (a)Inst 15213.4.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 15213.4 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.4.Ddf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 5/31/2020 Florida Building Code Online Page 4 of 5 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.12.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.12 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.12.Ddf additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 15213.13 m.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Snap Frame"Glazing-Inswing/Outswing Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.13.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.13 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.13.1)df additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.14 n.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door utilizing"Lip Grain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.14.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.14 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.14.pdf additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 15213.15 o.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.15.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.15 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.15.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.16 p.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.16.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes De Evaluation Reports ther:See INST 15213. or Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.16.Ddf io limitations,ins t lation instructions and product Created by Independent Third Party:Yes particulars. 15213.17 q.S ooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing"Lip Gr /Rustic/Mahogany Series N Ute"Glazing-Inswing/Outswing(XX-Configuration) F' erglass Door Limits of Use Installation Instructions Approved for u n HVHZ:No FL15213 R3 II (a)Inst 15213.17.Ddf Appja ved f se outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Imp sistant:No Created by Independent Third Party:Yes Pressure:N/A Evaluation Reports Other:See INST 15213.17 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.17.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.18 r.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Lip Lite"Glazing-Inswing/Outswing Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.18.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:INST 15213.18 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.18.Ddf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. http://www.floridabuilding.org/pr/pi_app_4tl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 5/31/2020 01 1.0 p p v o � _ M = 6 ' '_Z �N7 rco' 5200 W. CENTURY BLVD. :�,;. :.y.?O�Z om� �z�;,, LOS ANGELES, CA 90045 �'' •...., ..•• k�',`� N>M Z. Smooth / Wood Grain / White Wood GrainF Em 9 X m 74.00 MAX.OVERALL FRAME WIDTH \(� C r o Z o c w OIL Rustic/Mahogany �1�� m a a Series N Fiberglass Door E o= INSWING/OUTSWING sa "F "NON-IMPACT W�o zoz 2 s .�cyn >¢� rn O ��M � GENERAL NOTES `O-m N. J U.,m ¢� 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida W = 0 "N Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" o v v (HVHZ). ^ n a a a 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to 'm base material shall be beyond wall dressing or stucco. o 0 S 3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2& $ 'o 0 LL R301.2.1.2. g v rn � z 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for o rn 2x buck masonry construction. _ o0 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. Q.j z ° TABLE OF CONTENTS t±1 SHEET# DESCRIPTIONI Typical elevation,design pressures,&general notes O , :; . , ... ESIGN:;PRESSUR2 Door panel detals GLASSSWING FRAME DLO o w 3 Horizontal cross sections TYPE,;; 4 Vertical cross sections DIMENSION DIMENSION POSITIVE ` NEGATIVE,;. Dare 02 16/12 i 5 Buck and frame anchoring-2X buck masonry construction INSWING 74.00"x 82.00" 21.00"x 63.00" +47.0 -47.0 sr•ic. N.T.S. 6 Frame anchor ng-1X buck masonry construction G 1 DWO.BY. JK m 7 Endura ashagal details CNw BY. LFS 3 e OUTSWING 74.00"x 80.50" 21.00"x 63.00" +50.0 -50.0 8 Bill of materials,glazing detail&components oeawwC No.: N a FL-15213.17 ,ZJ a BHEEr OF $ N O d r� Ji� RKl1enL4PIastpm,Inc PERMANENT\A-Florida Product ApprmafskFL-15213 Fiberglass Door-Inswing-Outswing%C-Dmwlngs\FL 15213(2017)\FL-15213.12-18,dwg,2.17 92Y MAX.DOOR PANEL HEIGHT 6100"MAX.D.L.O.HEIGHT p- 08-0 0aa p 2: I S9" ff If F77 7.7. 71 I� im 0<r. 0 97" 0 c L !T cl 1. Ln 1 Z9 0 po m m aT n 0 0 o'z79L- co § m X 0 z > (n 0 > a z- (n m 55 O� Z 0 0 m 'D m z > 7� 0 M M m z m z m m m m 0 o y 17 m 0r m z Cn o. 0 cn m O. 0 som 0 No.43409 October 19,2017 PRODUCT. D."m 7 Prepared BY.I W, .Lyrd.7 . Schmidt •PLASTPRO INC. P.E. No. 43409 ... (n NAL F7BERCLASS DOOR .. 2 1 67J qT7 ATE To GTH Em L017) F13C LFS I PART OR ASSEMBLY: BUILDING CONSULTANTS. INC. 1 (2 UPDATE TO 5774 ED. JK I P•0. Box 230. Valrico, FL 33595 co t7� NO DATEDOOR PANEL DETAILS XCmf ,DATE Phone No.: 813.659.9197 REVISIONS FBP'E CA No. 9813 0 201 2 R.W.BUILOIN.130N.—T—T9 1.0. o 1 2 1-1/4'"MIN. \\�O� ............. O�" 4 4 EMB.(TYP.) a 21 20 C A V•3 * � �r 00 LO r /1711 If't� cot P, •.Z 1 8 7 ° N o E Zm m v az 9 `oa 3 0 3 INTERIOR q0 °' a N mm oa a msU 4 o 3 3 ., LO EXTERIOR 0 4 HORIZONTAL CROSS SECTION a zo 3 4 3 Shown w/1X sub-buck m N o 1-X MIN. 4 4 0 _ EMB.(TYP.) 1-1J4"MIN. a a EMB.(TYP.) 0 NOTE p Co C 0.15" 1.As noted in the test report astragal was attached 015, C g L rC'SINK to the inactive leaf with(10)#8 x 3"psh sms and C'SINK (1YP.) (4)#10 x 2-1/2 pfh sms for all 6'-8"(outswing). ITYP,) L E° a I Astragal was attached to the inactive leaf with 20 21 (9)#8 x Y psh sms and(4)#10 x 2-1/2"pfh sms N$ ti for all 6'-8"(inswing). z P� En a 8 ° o , LL 7 8 40 INTERIOR 40 7 40 INTERIOR a a n » _ v ae 2N¢ f z F ° Z c�i Z a DA 02/16/12 i K 10 EXTERIOR M 1 SEE EXTERIOR 10 f K scuE: N.T.S. 9 6 11 27 2 NOTE 1 8 owa ar: JK m E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION E mawwc No.:LFS 3 Outswing shown-inswing 3 out%ng shown-Inswing 3 OutTng shown-inswing FL-15213.17 N also approved also approved lis approved a sHm 3 of 8 c a r� R.'\Oien&,#Iastpm,Inc PERMANENT\A-Florida Product Approvals\FL-15213 Fiberglass Door-Inswing-Outswing\C-Drawings\FL 15213(2017)\FL-15213,12-18Avq,4.17 1-1/4"MIN. EMB.(TYP.) m rn IT G p m M 0 0 O .Z7 A O aw ° A—+ 00 a ° c: < 0 a .� o �" 0 n �o n a m IM a v Z 0 Z 0 °4 ° ° N N v' O a. . 0.15" C'SINK J ° v m (TYP.) a 1-1/4-MIN EMB.(TYP.) 1-1/4"MIN. EMB.(TYP.) m twla A A N m CD ° ° A a ° n °o en x� T 0 m a AO V O N 7 y p ° n O 1-1/4°MIN. EMB.(iYP.J m ```ttltnfit F•SCF. VOENBF'O� ND.43409 ' October 19,2017 PRODUCT: Document.Prop.rod Lyndon F. Schmidt �j ,•••� �'6``�� FlBE OR P.E. No. 43408 STPRO INC. 10 1B 17 UPDATE TO 6TH ED. 2017 FBC LFS m � ) PART OR ASSEMBLY: �/� ! BUILDING CONSULTANTS, INC. I00 L. In 1 04 22 15 UPDATE TO 5TH ED. (2014) FBC dK VERTICAL CROSS SECTIONS d l� P•o. Box 230, Volrlco, FL 33585 n1 NO DATE BY Phone No.: 813.659.9197 REVISIONS .FSPE CA. No. 9813 ®2D12 R.W.8UILCINe CCN6ULTANTB INC. O```��t * At —�6" I� �N•:7 z° rc'J�O� Ern I III 1 I � ;v%,.• ���_��', SEE DETAIL '' �( �� ao 0 "T � �►mn I1��M 0 C4 N a v o MASONRY ^ O,TYP.HEAD I I MASONRY TYP.HEAD& I I o o E m z m m a N OPENING &JAMBS I I OPENING JAMBS i i \ m e y 9 d L a a:a LC O 2X BUCK ASTRAGAL II FRAME ASTRAGAL II O ' SHOWN FOR I SHOWN FOR REFERENCE REFERENCE I I v 2X BUCK ONLY z ONLY II F ' No I I O SEE DETAIL I I 1 TYP.Q SILL z d o =" zo UO w>- - W o a� � 0 jj Yit BUCKANCHORING HINGE JAMB FRAMEANCHORING ASTRAGAL STRIKE JAMB M ES a a mm a Masonry 2X buck construction Y 27 m g LATCH d DEADBOLT DETAIL $N z � CONCRETE ANCHOR NOTES: 8 o 1.Concrete anchor locations at the comers may be adjusted to maintain the min. �' edge distance to mortar joints. t 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to DETAIL 2 9 0 0 maintain the min.edge distance to mortar joints,additional concrete anchors a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. K a o 3. Concrete anchor table: p 3 10 >> z ANCHOR:;;<'A;NCHOR:? :i`:iMINs t;`i ;C...EARANCE 11 w q 9 i0 MASONRY TO ADJACENT :TYP.E....... ...SIZE.....?.'EMI3�OMENT N o ................ . .:-:.:-.-:::. .::: :'-»;.::::::::::'._...... ::'::::;EDGE :......ANCHOR: ::...: o o c 'm ................... ITW ® 1/4" 1 2" 4" —z o TAPCON ELCO ATE 9/4 08 i ULTRACON® 1/4" 1.1/4" i" 4" 3 SCALE: N.T.S. ITW N Bwc.BY. JK m' ® 3/1V 1-1/4" 3" 1-1/2" HINGE DETAIL c TAPCON cHK.Erc: LFS 3 ff WOOD SCREW INSTALLATION NOTES: DETAIL 1 DETAIL 1 DRAWING B NO.: N 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of Inswing configuration Outswing configuration FL-15213.17 0 wood screws to prevent the splitting of wood. SHEEr 5 or 8 a t! Sc 3" 9 = Z, ro 10 ••.......... //lllll on10 *1\\\ z SEE DETAIL a aZo •; ozd o E m z m o a TYP.HEAD& I I a C`u o 5 o`o a JAMBS I I d a M d as MASONRY `+ HINGE DETAIL c `m _ OPENING o0 I o 3a Y F I I ASTRAGAL �z G FRAME SHOWN FOR 28 Coo N I I REFERENCE ONLY co z� FVz In o I BUCK I I ^O 5 w� Z=U>- a I I 27 F a s o IF wo of I I I TYP.@ SILL SEE DETAIL a a LATCH 3 DEADBOLT DETAIL 'm 5 a G U U 3 mT LL N N N HINGEJAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB c w w N Masonry IX buck construction CONCRETE ANCHOR NOTES: rr 1.Concrete anchor locations at the comers may be adjusted to maintain the min. Q edge distance to mortorjoints. Z Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to o c vmaintain the min.edge distance to mortarjo nts,additional concrete anchors DETAIL 2 >j 2 may be required to ensure the MAX.ON CENTER"dimenslon are not exceeded. - v3.Concrete anchor table: 3 .sg❑m ' mN- av z = ..... .MINCE ARAC _MINI;CLEAARNCE;.: E. ZE ENT: .......TYPE:::::: S:::-:::•:•::;:E:::B: .e_:: e a o° i [Tw ® 1/4" 1-1/4" 2" 4" e o TAPCON CATH 114108 z ELCO 1/4" 1-1/4" 1" 4" S/ F• o ® N.T.S. 0 ULTRACON 3 M.BY. JKITW m' E TAPCON® 3/16" 1-114" 3" 1-1/2" N CHK.BY. LFS 3 R WOOD SCREW INSTALLATION NOTES: DETAIL 1 DETAIL I oRAx�Hc NO.: 1.Maintain a minimum 5/8"ed a distance,1"end distance,8 1"o.c.spacing of FL-75213.77 N 'S 9 Inswing configuration Outswing configuration a wood screws to prevent the splitting of wood. sHEEr 6 OF 8 w c .,4 R:\01entgPlastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15213 Fiberglass Door-Inswing-Outswing\C-Dmwings\FL 15213(2017)\FL-15213.12-1&dwg,7.17 TOP A-A o w y 0 H K w � V P zCy W r T � y N e0 N �O N Ot+! v O v O y y C: O m w W N N a 1n a in 3 c c 3 c o a� oa �� D m V a Z t>n B C 9 a� O 0 I D r N Z 2w„ O Q = O m m Q O N � �oso^ —y �+.sa� w m d BOTTOM 24 D'O IICCss�dll c n 3 e�i� cA �a 3 3Z .� v•�vcFaiaF••;�' �� No.43409 ' October 19,2017 PRODUCT: Documarrte Prepared By:%' 9�..•.� r� Lyndon F. Schmidt i •' �``-4`` o Z FIBERGLASS GIASS DOOR TPRO WC. P.E. No. 43409 r y 2 — 19 17 UPDATE TO 6'TH ED. (2017) FBC LFS PART OR ASSEMBLY: /� BUILDING CONSULTANTS, INC. Iw x t0 O 1 04 22 15 UPDATE TO STH ED. 2014) FBC JK ENDURA ASTRAGAL DETAILS JI�DV P•O. Sox 230, Vclrico, F7_33595 � 14 N O NO DATE BY Phone No.: 813.859.9197 REVISIONS FSPE C.A. No. 9813 02C12 R.W.BUILDING CONe.-Te INC. BILL OF MATERIALS REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL IN)CD A 1 X BUCK SG>=0.55 WOOD 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD V' * 19: _z B 2X BUCK SG>=0.55 WOOD 21 POLYFIBER JAMB COMP./VINYL R C 1/It,MAX.SHIM SPACE 27 LATCH STRIKE PLATE STEEL z m D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL 'ice �'•., �` o m CO MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 30 WEATHER-STOP 3647 HOLM INDUSTRIES VINYL �61, ran>"�0 E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 31 OUTSWING BUMP THRESHOLD ALUM./WOOD ''"fill•%% o n 0D zm UN•: F I 1/4"X 2-3/4"PFH ITW CONCRETE SCREW STEEL 32 VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. PVC n v n ,z G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD $ ; E m 9 MO.0 H 1/4"x 3 1/4"PFH IT4V CONCRETE SCREW STEEL 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD e N g m a a� cd I 1/4"X 2-1/4"PFH TTW CONCRETE SCREW STEEL 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS m a LL J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN MIN.0.075'THICK FIBERGLASS E o`z �y K #9X 2-1/7'PFH WOOD SCREW STEEL 42 TOP RAIL CELLULAR PVC O o a L #10 X 2-1/2"PFH WOOD SCREW 1.15'MIN..EMBEDMENT STEEL 43 LATCH&HINGE STILE CELLULAR PVC M #9 X 2-1/4"PFH WOOD SCREW STEEL 44 LOCK REINFORCEMENT WOOD F N 3/16"X 3-1/2"PFH ITW CONCRETE SCREW STEEL 45 BOTTOM RAIL CELLULAR PVC ? O 3/16"X 1-1/7'PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE o w 1 #10 X 2-1/7'PFH SMS STEEL 47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD 2 #8 X 3"PSH SMS STEEL 49 GLAZING COMPOUND DOW 995 SILICONE a o�n 3 FLUSH BOLT STRIKE PLATE STEEL 55 LIP LITE ODL/WESTERN REFLECTIONS HP POLYPROPYLENE m �u 3 7 Q-LON 650 WEATHER STRIP SCHLEGEL FOAM 56 GLAZING SPACER ALUM. it a d 0 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 57 #8 x 1-1/7'PFH LITE FRAME SCREW STEEL 0- DO 9 4"X 4"BUTT HINGE STEEL 61 9 3/4"LENGTH TOP BOLT RETAINER ALUMINUM lz o o o 10 #9 X I"PFH WOOD SCREW STEEL 62 9-3/4"LENGTH BOTTOM BOLT RETAINER ALUMINUM S I m 11 #9 X 3/4"PFH WOOD SCREW STEEL 65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM a a 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 67 SLIDE BOLT ROD STEEL Y r 3 18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL m o I- 4.56" �I 4.68" F° o0 1n N to J �Fes—244"�2.13" � �1 OUTSWING BUMP THRESHOLD � o o � a 20 HEAD d.SIDE o Jamb z g ry �4.56'� t�. ^t2w z 0 5.63' --—I N I 4.56"�� oat a m z Z U a I[77�=1 DATE 914108 i c 1 ham—2.44' SCAL. N JK m' —1 HEAD 8 SIDE e 2i Polyfiberlamb DHK-er: LF5 DRAWING NO.: 33 ADJUSTABLE INSWING THRESHOLD ADJUSTABLE INSWING iHRESHOlD — FL-15213.17 n 0 SHEET H OF S N v a Florida Building Code Online Page 1 of 5 k tip Professional Regulation Me:.. . BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search b a r Product Approval I �� ;; USER:Public User F. ..msc, Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL15213-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.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 Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J.King,P.E. © Validation Checklist-Hardcopy Received Certificate of Independence FL15213 R3 COI (b)Certificate of Indeoendence.odf Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/W DMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 5/31/2020 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15213 R3 Eauiv (a)Eauivalencv of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 Summary of Products Go to Page = 0 0 0 Page 1/2!� FL# Model,Number or Name Description 15213.1 a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.1.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 15213.1 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.1.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.2.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 15213.2 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.2.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidel]tes Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL15213 R3 II (a)Inst 15213.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.3 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.3.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.4.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 15213.4 for Design Pressure Ratings,any FL15213 R3 AE (a)Eva] 15213.4.1)df additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes http://www.RQridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZl Q... 5/31/2020 rlorida Building Code Online Page 4 of 5 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.12.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.12 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.12.pdf additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 15213.13 m.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Snap Frame"Glazing-Inswing/Outswing Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.13.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Desi A Evaluation Reports INST 152 13 for Design Pressure Ratings,any FL15213 R3 AE (a)Eva[15213.13.Ddf ditional us limitations, nstallation instructions and product Created by Independent Third Party:Yes particulars. 15213.14 Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door utilizing"Lip rain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approve r use in HVHZ:No FL15213 R3 II (a)Inst 15213.14.odf Appr d for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 act Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.14 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.14.adf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.15 o.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.15.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.15 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.15.Pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.16 p.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL15213 R3 II (a)Inst 15213.16.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.16 for Design Pressure Ratings,any FL15213 R3 AE (a)Eva] 15213.16.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.17 q.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing"Lip Grain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.17.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.17 for Design Pressure Ratings,any FL15213 R3 AE (a)Eva[15213.17.1)df additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.18 r.Smooth/Woad Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Lip Lite"Glazing-Inswing/Outswing Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.18.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:INST 15213.18 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.18.pdf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 5/31/2020 plastpro in Q,VV++ M O;J�aM 1 5200 W. CENTURY BLVD. z .�o z m LOS ANGELES, CA 90045 y'•••.. `?`� ;,"� 9.9 19 v UN •; 37.50"MAX. o E AE °z_8 z v Smooth / Wood Grain/ White Wood Grain OVERALL WIDTH i o� 9 Rustic/Mahogany �'a N m a:a Series N Fiberglass Door o E 9 CZ 00 w INSWING/OUTSWINGa rU1� "NON-IMPACT" J N � 3 Z % zo 0 5y rn p aL. Ld oCL Cox k GENERAL NOTES of a u K a R 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Q a a Building Code(FBCj structural requirements excluding the"High Velocity Hurricane Zone' o m (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to m base material shall be beyond wall dressing or stucco. En 3. When used in areas requiring wind bome debris protection this product is required to be o 0 protected with an impact resistant covering that complies with FBC Sections 1609.1.2& W R301.2.1.2. $ 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for �1" 2x buck masonry construction. a a 5. Site conditions that deviate from the details of this drawing require further engineering analysis 11 by a licensed engineer or registered architect. N a F TABLE OF CONTENTS Z SHEET DESCRIPTION MqX:': ' a'z Z DESIGN PRESSURE'(PS�` o I Typical elevation,design pressures&general notes FRAME GLASS>_ DATE 02116112 = w :POSITIVE, 'NEGATIVE= s� N.T.S. 9 2 Door panel details —SWING DIMENSION TYPE' ., _ 3 Horizontal cross sections "x 82.00" +e{],0 -50.0 MG.BY: JK INSWING 37.50 m a 4 Vertical cross sections CHK BY: LFS 3 5 Buck and frame anchoring-2X buck masonry construction GI BHAWING No.: 6 Frame anchoring-1X buck masonry construction OUTSWING 3750"x 80.50" +50.0 -50.0 FL—15213.14 " 7 Bill of Materials,glazing detail&components N SHlFf_L OF 7 a 44 ` -* Gl INTERIOR _.7 4Q1 43 43 42 Z yy i ., u N••Z ^ a v a xz 46 41 N tO 9m$w c 36.00"MAX. 47 EXTERIOR y 'm°o a DOOR m 8 a PANEL WIDTH o `o c i 21 0(Y'MAX 2 HORIZONTAL CROSS SECTION 46 o o° s 0 "L a D.L.O.WIDTH � 1 38" 2 0.98" 1.59" U r zo 0 55 rn V o iu TOP RAIL 47 IATCN B NINGE STILE ,6 REINFORCEMEM WOOD BOifOM RAIL of Ed CeOularPVC Woodrenforcement For lock CeOularPVC INTERIOR EXTERIOR xED < Z a a d = X Y o _ 1.19" Q S o O 2 GLAZING COMPOUND m 8 U U 0.5"GLASS 1"MIN. m BITE GLASS THK. GI n^a^ LL b / .'❑. n N N u) 1/8"TEMPERED Z GLASS W P. _N AIR SPACE 41 OPTIONAL 46 0 0 n �1 HE�IGE 6 LATCH STILE a Cellular PVC DECORATIVE o 0 AIR SPACE Q.Q. i 8 D 1/8"TEMPERED w z o GLASS O N DOOR PANEL —a o m 40 ALUM.GLAZING SPACER o z #8x1-1/7'PFH N z a a LIP LITE ODL/WESTERN REFLECTIONS HP DATE:02 16112 z � scuF: N.T.S. n Gl GLAZING DETAIL 2 VERflCAL CROSS SECTION M.BY: JK m o cwc.BY. LFS 3 ir DRAW=NO.: N FL-75213.14 0 sRur 2 of 7 0 a t R:\Cfents\PTastpro,Inc PERMANENI\A-Florida Product Approvals\FL-15213 Fiberglass Door-Inswing-Outswing\C-Drawings\FL 15213(2017)\FL-1521312-1Bdwg,314 m A . �3 z m e � v oS (� W FDC 7J 'OO�N r Q n oIP- no T n T��n1 zz z m r� a O 0 - Q . A W - -1 x A A A v A N d e4) m ft A O 0 W W A m m m x 0 A N �\ �0 tgcr sr�c�y0 O C �yo c;o 3� O3 A G V cm z11 aOc-O RIB O .O N = a Z T N n n o r , n y o A Z m < m w v z �� �• F ��ypM�_i r. ? / No.43409 ' October 19,2017 PRODUCT: Documents Prepared ey:� �• �, Lyndon F. Sohmldt '��i'Qs•••�0�0�"•�\;�� N PLASTPRO INC. P.E. No. 43409 IW t7 0 2\ FlBERGLASS DOOR g� N. `• -i rn 2 107,9717 UPDATE 70 6TH ED. (2017 FBC LFS PART OR ASSEMBLY: �{ BUILDING CONSULTANTS, INC. SA UPDATE TO 5TH ED. (2074)FBC JK d l��P.O. Box 230, Valrlco, FL 33595 Iv p x ro NO DATE BY HORIZONTAL CROSS SECTIONS Phone No.: B13.659.9197 REVISIONS FBPE C.A. No. 9813 ®201 2 R.W.BUILDING CDN9ULTANT6 INC. RAGients\IPlastpro,Inc PERMANENAA-Florida Product Approvals\FL-15213 Fiberglass Door-Inswing-Outswing\C-Drawings\FL 15213(2017)\FL-15213.12-18.dwg,4.14 m O A.+ O � A O� oOG a y ° v oc T 3.� �n 8 111 � ° Qom M M z •� v'° O 0.15' v C'SINK J e m (TYP.) 1-114'MIN. EMB.PP.) w W W 4b. m ° v m c ° oT 0 > x r- T O QO 0() 0 p° O z 30 Z M O V p' M O � o Q m A 1-1141 MIN. EMB.(TYP.) F,scyMip �.� v,:•�ucavaF••.7� �• a No.43409 ' October 4017 i g PRODUCT: Documents Prepared BY:1,� x P Lyndon F. Schmidt �'�•• •;;tOZb•(�``��� I� N PLASTP NC o Z N Fl LAS BERGS DOOR P. No. 43409 o ti 2 10 19 17 UPDATE TO 6TH ED. 2017 FBC LFS PART OR ASSEMBLY: 67{ BUILDING CONSULTANTS, INC. I �+ �1 x fn 1 4 22 15 UPDATE TO 5TH ED. (2014 FBC JK d l� p,0. Box 230, Valrico, FL 33595 '4 rro NO DATE. gY VERTICAL CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 ®201 2 R.W.BUILa1NC CaN9lILTANTS INC. N. fn Go arLQ %�\ \\ m O TYP.HEAD TYP.HEAD& ? a o Z v N &JAMBS -- JAMBS — $i° 9m c w MASONRY v MASONRY ^i e N g g d r a 120 OPENING OPENING N a '� m a:a n aD eZ w N �` 2 v FRAME �v z� _ 0 o f — Zo z 2X BUCK �ip vi 5. c� w o 2X BUCKCL w wo K 0 v of VU a a mm b a mm mm n a D o N� V) BUCK ANCHORING STRIKEJAMB FRAME ANCHORING HINGE JAMB z Masonry 2X buck construction vpi CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. I' edge distance to mortar joints. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a a u maintain the min.edge distance to mortar joints,additional concrete anchors 28 >> z may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9 �_ 3. Concrete anchor table: D M K N a z .;.;;rs>•r,.<.;e.g:r::,e:.. �INGHOR;: ANCHOR M N. TO MASt�NRY 70 ADJACENT:;:, _ p o ...... ::z,.d..,:;::..5l.Z :.:_::::;EfABEDMENY..:.:.;:•:.::,: " N^z a ® ........... : :: :.EDGEa;;>s:;;:;: >::::::`ANCHORa}:;.;>;. :.I� ::. p M DAM 02/16/12 i TAPCON 4" 1.1/4" 2" 4" scALE: N.T.S. ° JK ELCO ® 1/4" 1-1/4" 1" 4" 27 M.BY: m' ULTRACON I DHK BY. LFS 3 WOOD SCREW INSTALLATION NOTES: DHAWND NO.: rc 1.Maintain a minimum 518"edge distance,1"end distance,&1"o.c.spacing of LATCH 3 DEADSOLT DETAIL HINGE DETAIL FL-15213.14 wood screws to prevent the splitting of wood. °w SHEEP_L OF 7 * Jed I moor) ko `� //// ...�' �/\\\ N>raj• J UoM m i N.. n o v U D Z V TYP.HEAD& E �� N o � m m _ (`(� r g 9 W MASONRY JAMBS �' a "� m a if I OPENING b N CI Z a E o 0 0 3 a. F 8• z HINGE DETAIL jz m m� FRAME ?o oo ^j ?o z . 0�y is o:0 fn o 0 ov' 1X BUCK `' m ?z wo 28 G o Ir � a a 8 " Te � o 0 N N Z STRIKEJAMB FRAMEANCHORING HINGEJAMB IATCH6DEADBOLTDEWL °w w N Masonry I buck construction CONCRETE ANCHOR NOTES: o: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. o 0 edge distance to mortar joints. a 2.Concrete anchor locations noted as MAX.ON Ce,[M"must be adjusted to a a maintain the min.edge distance to mortarjoints,additional concrete anchors I I >% d 8 may be required to ensure the MAX.ON CENTER"dimension are not exceeded. a 3.Concrete anchor table: 9 ..................... ..................... ........................... ...................... MIN;.:CLEARA'NCE;<'MINiGLEARANCE. AN, A'NCHOR:''i::r; MIN::>'i's;:..:..........................._.. ...................... ... :.:;;:.. :::,....:::::::::.::. .....:...................... ....70'MASONRY:iv";:::`iOADWgNT. 'm •-N Q TYPE::c$i:` 'ii.SlxE'':'::':.EMBEDMENT<;''r':`:i^::;rf o z EDGE.' i;:;.;..;:1;r'QNCHOR6':::'rc :..............:..........._.................... :::.:.:::. ^Z a TAPCONe 1/4" 1-1/4" 2" 4" DATe 02/i6/12 z SCALE: N.T.S. ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON DwG.BY: X m a TAITW 3/16" 1-1/4" 3" 1.1/2" cBK BY.. LFS 3 DRAWING ND.: K WOOD SCREW INSTALLATION NOTES: n 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-15213.14 0 wood screws to prevent the splitting of wood. sHw 6 or 7 N p ;.• ,�U M BILL OF MATERIALS Z /Oo=� W i��. �� 3oWoro ITEM DESCRIPTION MATERIAL '�i �'•., ;(i.`� o a m A I BUCK SG>=0.55 WOOD 1jL11•.P,```````. z�m i B 2X BUCK SG>=0.55 WOOD 8 a C 1/4"MAX.SHIM SPACE t Z -z� D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL $ =o 9 m c w 0 OIL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE a m a a.L. a E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 9 LL G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL € a m H 1 M'x 3-1/4"PFH ITW CONCRETE SCREW STEEL U o �W J 1/4"X 3-3/4" $ �D PFH ITW CONCRETE SCREW STEEL G, K #10 X 2"PFH WOOD SCREW STEEL 4.56 n z L #8 X 2-1/2"PFH WOOD SCREW 1.1 S'MIN.EMBEDMENT STEEL M #8 X 2"PFH WOOD SCREW STEEL Of w 7 1 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM o 0 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM I o cn s o 9 4"X 4"BUTT HINGE STEEL �- -2.44" 2.13" 10 #9 X 1"PFH WOOD SCREW STEEL 5 w N 11 #9 X 3/4"PFH WOOD SCREW STEEL HEAD 6 511E a o 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 20 lamb c~i o o 18 KWIKSETDEADBOLT-SIGNATURE SERIES(780) STEEL oI . m 50' 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD a a r228 POLYFIBER JAMB COMP./VINYL 5.0' LATCH STRIKE PLATE _ STEEL 4.56" INSWINOLT STRL DOO TE STEEL INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL OUTSWING BUMP THRESHOLD ALUM./WOOD VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. PVC INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD z 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD B N 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS _ n ADlUSTARLE INSWING THRESHOLD �_ADlUSTABLE INSWING THRESHOLD 41 DOOR SKIN MIN.0.075"THICK FIBERGLASS o a 42 TOP RAIL CELLULAR/PVC 43 LATCH&HINGE STILE CELLULAR/PVC 4.69' a a 44 REINFORCEMENT WOOD FOR LOCKS 29'LONG WOOD €, ' 45 BOTTOM RAIL CELLULAR/PVC N 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD o 49 GLAZING COMPOUND SILICONE W 55 LIP LITE ODL/WESTERN REFLECTIONS HP POLYPROPYLENE 31 OUISWING RUMP THRESHOLD DATE:02116 12 1 i Z scmL N.T.S. ° 56 GLAZING SPACER ALUM. 57 #8 x 1-i/7'PFH WE FRAME SCREW STEEL DwG.BY. JK m e CHK.BY: LFS 3 8' DRAWING Na.: � FL—15213.14 0 SHEEP J OF J N u a Florida j3uilding Code Online Page 1 of 5 FLOMPA-09PAMMeNT OF Business -& e. ' o. Regula6on BCIS Home j Log In I User Registration Hot Topics Submit surcharge Stabs&Facts I Publications Contact Us I BCIS Site Map Links Search Florida 1--PI x!�Product Approval IUSER:Public User ttn�r e u:rrs Product Aporoval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL15213-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.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 Ext16 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 Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J.King,P.E. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL15213 R3 COI (b)Certificate of Independence.odf Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 http://v ww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 5/31/2020 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15213 R3 Eguiv (a)Eguivalencv of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 Summary of Products Go to Page = (0 Page 1/2 FL# Model,Number or Name Description 15213.1 a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:No FL15213 R3 II (a)Inst 15213.1.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 15213.1 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.1.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or XO Fiberglass Door -Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.2.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.2 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.2.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL15213 R3 II (a)Inst 15213.3.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 15213.3 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.3.odf additional use limitations,installation instructions and product Created by Independent Third Parry:Yes particulars. 15213.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.4.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 15213.4 for Design Pressure Ratings,any FL15213 R3 AE (a)Eva] 15213.4.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.5.0f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 5/31/2020 Florida Building Code Online Page 4 of 5 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.12.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.12 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.12.Ddf additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. 15213.13 m.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Snap Frame"Glazing-Inswing/Outswing Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.13.1:)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.13 for Design Pressure Ratings,any FL15213 R3 AE (a)Eva[ 15213.13.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.14 n.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door utilizing"Lip Grain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.14.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design P Evaluation Reports Ot ee INST 15213. for Design Pressure Ratings,any FL15213 R3 AE (a)Eva] 15213.14.odf ional us imitations,[ tallation instructions and product Created by Independent Third Party:Yes rticulars. 15213.15 o. mooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Single Door with Sidelite a]n/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO- iberg]ass Door Configurations) Limits of Use Installation Instructions Approved use in HVHZ:No FL15213 R3 II (a)Inst 15213.15.odf Appro for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 I ct Resistant:No Created by Independent Third Party:Yes esign Pressure:N/A Evaluation Reports Other:See INST 15213.15 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.15.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.16 p.Smooth/Wood Grain/White Wood 6'8"Non-Impact'Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.16.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.16 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.16.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15213.17 q.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door utilizing"Lip Grain/Rustic/Mahogany Series N Lite"Glazing-Inswing/Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.17.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15213.17 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.17.odf additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 15213.18 r.Smooth/Wood Grain/White Wood 6'8"Non-Impact"Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing"Lip Lite"Glazing-Inswing/Outswing Fiberglass Door (OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.18.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:INST 15213.18 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.18.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZl Q... 5/31/2020 plastpro 5200 W. CENTURY BLVD. 52.75'MAX.OVERALL - o LOS ANGELES, CA 90045 FRAME WIDTH 15.25'MAX. J'.,� ! •{i.` > m FRAME WIDTH ���IFJr* tt\\\tip o 14 . I r— U N Smooth/Wood Grain/ White Wood Grain m z I U Rustic/Mahogany C N< 5 d i ^ a "� mda� Series N Fiberglass Door _ E o= INSWING/OUTSWINGa "NON-IMPACT" 3 z W z �a o WZ C� 4 Q 2� 24t GENERAL NOTES w W o } 1. This product has been evaluated and Is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" ¢ (HVHZ), I o a� O no a �a 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to o base material shall be beyond wall dressing or stucco. 'CO 3. When used in areas requiring wind bome debris protection this product Is required to be cO protected with an impact resistant covering that complies with FBC Sections 1609.1.2& U 0 R301.2.1.2. h 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 4�! N 2x buck masonry construction. o U) 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. R o TABLE OF CONTENTS j c SHEET# DESCRIPRON 3 1 Typical elevation,design pressures,&general notes 2 Door panel details 2 ¢ ,a RESSliRf3 ' -. 3 Sidelite panel detass . .....:..:...... ....,..,.,,..,.. ;...,:;;.._..R. ..:..:;,;.;;.51pELRE,;';`; -r:;:;;:`.;:..:,%•::bESIGN P .,.o m 4 Hor¢ontalcross sections 5WING,;, - FRAME D'L O DLO' GLASS' (PS z o 5 Vertical cross sections _DitJrlENSfON DIMENSION;___:DILUlENSION. TYPE POSf7LYE'. IUEGA7IVE'' o v onTE:02f 16112 z 6 Vertical cross sections INSWING 52.75"x 82.00" 21.00"x 63.00" 7.00"x 63.0W +48.0 -50.0 scALE: N.T.S. ° 7 Buck and frame anchoring-2X buck masonry construction G 1 awc.ar: JK m B Frame ancharing-IX deluck masonry components construction OUTSWING 52.75"x 80.50" 21.00"x 63.00" 7.00"x 63.00" +50.0 _50 0 cHK BY: LFS 3 9 Bill of materials,glazing detail&components oanvnxc No.: d FL-15213.15 " 0 seEEr 1 of 9 ro R*.\C1ienh\Plastpro.Inc PERMANENT\A-Florida Product Apprmls\FL-15213 Fiberglass Door-Inswing-OutswingW-Dravdngs\FL 15213(2017)\FL-15213.12-18idwg,2.15 79.25"MAX.DOOR PANEL HEIGHT 63.09'MA)L D.L.O.HEIGHT O gg 1.59"—1 M77771 I P75- 0.97- as ............... IT) m ;0 ............ n 0 0 n 0 ........................... 01 0* 1.59" nt: Go m 0 to 0 4n Cn Z-' > 00 L> G) z z 00 > MZ >m 1 0 1:9 K>> 0 -0 < M m 0 m z C7 m m m G) m 0 m (n m M 177 0 C4 M X m 70 No.43409 October 19,2017 PRODUCT: Document.P1P11d By—, I, F "I "ZORION PE. No. 43409 idt �i... ...... N3 PLASTPRO INC. FIBERGLASS DOOR z 2 10/19717 UPDATE TO 6TH ED. (2017) F13C PA OR ASSEMBLY- BUILDING CONSULTANTS, INC. E; --1 V) cn -1 04/22/15 UPDATE TO 5TH ED. (20114) FBC P.O. Box 230, Valrico, FL 33595 UI R-0. DATE BY DOOR PANEL DETAILS Phone No.: 813.659.9197 REVISIONS FSPE C.A. No. 9813 0 2012 R.W.BUILDING CONSULTANTS INC. R,.\C1ients\PlastPro,Inc PERMANENT\A-Florida Product Approvals\FL-15213 Fiberglass Door-Inswing-OutsWing\C-Dmwings\FL 25213(2017ffL-15213.12-1B.dwg,3.15 79.25'MAX.SIDELrrE PANEL HEIGHT 63.00'MAX.D.L.O.HEIGHT Z P3 5 m 0-6 O CA) -4 o .............. 149" A 35 - oar A. 70 ;U 0 0 m X 0 0 z 1.7.7 > 0 ............ .... X to, > M z > >> 0 0 ............ m ::I m m m z < m 0 M m 0 z z m h :Ems. 3 1.59" m 29 ne Cos m Cn ............ 2� air No.43409 October 19,2-01-.- 7 PRODUCT: Document.Prepared B1. Lyndon F. Schmidt A-XCRVDII 4. Z409 ,�v **.-***".*'* PLASTPRO INC. P.F- I & ju FIBERGLASS DOOR PAL Lq 6TH ED. (2017, FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. C- 'g 1 7 UPDATE TO 5TH ED. (2014) F13C JK W 7Z -- I S UPDATE TO I) - -W P.O. Box 230. Voirico, FL 33595 ItD 1.n -iq-0=DATE - -By- SIDELITE PANEL DETAILS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 20 1 2 R.W.BUILDING CONSULTANTS INC. TV 2 1 2 1-1/4"MIN. \\ * IV�i�� 5 5 6 6 EMB.(TYP.J z�............... �0 �, N L SEE =I:°� rn o&&.5b►J_Z ro 4 4 50 35 M NOTE 1 21 20 20 21 INTERIOR s rn;7 z Nci SEE % • i�7�''r' ' Z.a°°z° 8 M NOTE 1 EXTERIOR 0 EXTERIOR 7 1 v 18 3 N g c o 9 m w s :a c, v "a mda� x 2 Q 4 EXTERIOR E oz° O si chi 4 �)I 21 20 c° Ord 4 V) F INTERIOR / e 17 INTERIOR 27 13 35 50 //� Z o V) C o� No 5 m U r1 HORIZONTAL CROSS SECTION 4 D 4 HORIZONTAL CROSS SECTION E w 6 4 Inswing configuration 4 Shown w/1X sub-buck 3 4 3 4 1-1/4'MIN. o 1-1/4"MIN. $ 5 6 6 EMB.(TYP.) x or' EMB.(TYP.) NOTE: E a a 1.Sidelite panel secured to the sidelite 0 C frame with(4)of item#M located SEE m O.1S' 10",30.5",51"and 71.5"from top of M NOTE 1 D ° • , --C'SINK each jamb and(2)of item#M in SEE a o L I (TYP.) ILI the head,3"from each end L NOTE 1 M 35 50 50 35 a . INTERIOR 20 21 21 20 ° R N rn z W W O a 8 e� D) 7 8 �o 40 INTERIOR 7 a EXTERIOR ^ M z°. a II I► 20 21 21 20 =N ° z ° v N•-Z a Z a: 0.15' BuuTE 02/16/12 1z K 10 EXTERIOR 13CISIP(TY souE: N.T.S. 8 11 40 27 C 8 Bwc.Err: JK m ` CHK BY: t.FS 3 g E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION OBAWMB No.: ¢ 4 Outswmg shown-inswing Q Outswing configuration 4 Outsmng shown-insving FL-15213.15 n also approved also approved N SHEET 4 of 9 u s i R1Clients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15213 Fiberglass Door-Inswing-Outswing\C-Drawings\FL 15213(2017)\FL-1521312-1&dwg,5.15 1-1/4"MIN. EMB.(TYP.) rn a w o o AO m Opp r� App g v e0A o '055,� oA non e� C —p >v a A O m V V Cc OD e e Z I0 >� e v c , e 0.15' C'SINK—� c_. 1-1/4"MIN. EMB.(TYP.) 1-1/4"MIN. EMB.(TYP.) m W A m Vn N X c� o _p m g o m 0 > M o v -n a ep X� On A a Rt 4,A e. A Ca CA) D.o - s0 a m ' l7 n a >v Z m n �A ao A m n o z Z p p m Np �oe a O IA A rn 1-1/4"MIN. EMB.(TYP.) ```��►►n a r►rrr� No.43409 October 1919,2017 gg i g PRODUCT: DeL,Imentn Prepona By: Lyndon F. Schmidt 'i��•'•• OR10A •�\`��� T I P.E. No. 43409 FIBERGLASSOR r r y rn 2 f0 19 17 UPDATE 70 6771 ED. (2017 F8C LF5 PART OR ASSEMBLY: !C BUILDING CONSULTANTS, INC. I �+ (0\ 1 4 22 15 UPDATE TO 5TN ED. (2014) F13C JK J 1��P.O. Box 230, Volrico, FL 33595 � La ro NO DATE BY VERTICAL CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 ®2072 R.W.BUILDING CONSUL—NTC INC. R:\ClientAPlastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15213 Fiberglass Door-Inswing-Outswing\C-Drawings\FL 15213(2017)\FL-1521312.18.dwg,6.15 1-1/4"MIN. EMS.(TYP.) 'n v MINK a.w (TYP.) rn M °0 . <zr a ilt a� ado aa� ° Cal n to N z a t,,f M a In �; Im a III n 0 a.. m 1-1/4"MIN. EMS.(TYP.) z "O N 0 p fl m 3 _ n Q f m w tr a<?_ ° Jam 0cl06 B No Z0 1 m V m C ° o J3 to 53 � �0 CL Rt m a° a Free ti a�. to rn 1-1/47MIN. a EMS.(TYP.) ` �C O S.fib ° tl Z 90 �n o� -•m' x� m M �Q rn Z Om N n m Ln a, - Z 1-1/4"MIN. A B.(TYP.J °o 2 0111111111,// No.4UM October 19,2017 �� r y PRODUCT; 0ac rutta Preporod BY.."�W, r F�n-n Q Lyndon F. Schmidt �irp• ............. (S�`;�v�� ro PLASTPRO INC. P.E. No. 43409 �ii� _ /lllll a N S Fl GLASS DOOR /!� /pr tp% _ r y pt 2 !0 t9 77 UPDATE 70 6TN ED. (2017J f8C tFS PART OR ASSEMBLY. x(�t}),�r, BUILDING CONSULTANTS. INC. I� C. J !h 7 4 22 15 UPDATE TO 5TH ED. 2074j FEiC JK VERTICAL CROSS SECTION$ � of P-Q• Box 230. ValHeo, FL 33595 to Al NO DATE BY Phona No.: 813.659.9197 REVISIONS FBF, GA No. 9813 2012 R.W.auu,-Nra CoNsuLtAN,a INa. III 1^ =u, o; o III ,", ..*.•• `�� zomo p I ` °v 'rrlll 111\ o ro z I I U N•i h V Z Z V TYP.HEAD I TYP.HEAD& &JAMBS I I g u o a MASONRY MASONRY _ J � a""� m a a OPENING III o o OPENING o Co III U N o x� �w III z U Lf J0. N O ^z k 0o �II o FRAME m III N O ?oz L)cnMULLION zO o2XBUCK SHOWN FOR �ti J LL REFERENCE m �> ONLY 2X BUCK III p rn IF a� z�III Y H VU III TYP.@ SILL F a a m m 0 U mmU n M a N N N iL Z BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB 8 0 Masonry 2X buck construction CONCRETEANCHOR NOTES: -�" 1.Concrete anchor locations at the comers may be adjusted to maintain the min. Ro edge distance to morlarjoints. a 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a maintain the min.edge distance to mortar joints,additional concrete anchors 28 i 8 may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9 m c 3. Concrete anchor table: a N o 1 K ❑ J:.::' '::'::.'ii;MIN':CLa ARANCE; 'MIN:CLE9RANC o a o ANCHOR ANCHOR MIN.;..,.;: 70,1NA§ONRY 70ADJACEM ; 10 o Z. O z l M9EDMENT.. ... g TYFE. ;:.:::..,..::::::•..::.::.::..: ':ANCHOR;;:::i:: 11 Z a ZO TAPCON® 1/4" 1-1/4" 2" 4" SCASE: N.T.S. 9 T ELCO ® 1/4" 1.1/4 1" 4" 27 Dn.BY: JK m' ULTRACON CHK.BY.. LFS 3 n WOOD SCREW INSTALLATION NOTES: ORAWING NO.: W a 1.Maintain a minimum 5/8"edge distance.I"end distance,&1"o.c,spacing of HINGE DETAIL LATCH&DEADBOLT DETAIL FL-15213.15 N wood screws to prevent the splitting of wood. ° u SHEET 7 OF 9 N V a �.� !Vie- H Ag z 4:Q� om f 1 I l -�' �. 0 10 rrrrnl U� M S N ••Z J ^ 9a = oz� TYP.HEAD& 11 \ `� a oo 9 d OIL Cd MASONRY JAMBS v a L"'a m d a OPENING ^� �`cz o S0 O: z TYP.@ [BANE _1 MULLION De HINGE DETAIL =Z Coo iVZ NO (3 xo tr �-o 6Er _ ' 28 N 1XBUCK ` � z� IF 13 ago U o o TYP.@ SILL F o o' 13 a G. m 0 n a 00 n� Z HINGEJAMB FRAME ANCHORING STRIKE JAMS LATCH&DEADBOLTDETAIL w P N Masonry IX buck construction z 5 CONCRETE ANCHOR NOTES: O� 0 1.Concrete anchor locations at the comers may be adimted to maintain the min. o 0 i edge distance to mortarjoints. k 2.Concrete anchor locations noted as"MAX.ON CENTER'must be adjusted to a o maintain the min.edge distance to mortar joints,additional concrete anchors ' i maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. 0 3. Concrete anchor table: „N< F ;a : ;:::;•; ::.,:.:::.- MIN:CLE'."NCE.,::.N(IN::CCEARANCE. o a o ::ANCHOR:;;i4NCHOR ?::;;::;r'MINe ............................. .. . ..................:....,.......:;:::::70'MA80NRY:;:;. 0.`Ag711G1?NL`', - "z W : EMBEDMENL.:•:;..;>:::.::::::.:::•::.:.....:. ..:.,:::::.:::. .:..... ...:.. EpGE:::;i; :ANCHOR,:<::::;`. a ITW DATE 02 16112 i ® 1 4" 1.1/4" 2" 4" TAPCON j sc&E N.T.S. o s ELCO ® 1/4" 1.1/4" 1" 4 DWG.BY: JK m ULTRACON CHK.BY: LFS 3 WOOD SCREW INSTALLATION NOTES: DRAWING NO.: 1.Maintain a minimum 518"edge distance,I"end distance,&I"o.c.spacing of FL-15213.15 a wood screws to prevent the splitting of wood. n SHEEr 8 OF B BILL OF MATERIALS `O``��: *. ,. 'i �i� ITEM DESCRIPTION MATERIAL Q'�:`� In A IX BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD �; C 1/4'MAX.SHIM SPACE N Z * 41 Z' °i D 1/4'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE c 4.56 . ����� ..........• �`` >>°n m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 i d m o U N•; F 1/4"X 2�/4"PFH IT1N CONCRETE SCREW STEEL �JII*l 11% o n z H 1/4'x 3-1/4"PFH I1W CONCRETE SCREW STEEL ^ o o x z° I 1/4"X 2-1/4"PFH ITV CONCRETE SCREW STEEL N o E� m o U J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL I �°' m q m a a I s K #10 X 2"PFH WOOD SCREW STEEL �'— 2•44- m L #8 X 2-1/2'PFH WOOD SCREW 1.15'MIN.EMBEDMENT STEEL e o Z =+ M #8 X 7'PFH WOOD SCREW STEEL HEAD d SIDE c 21 Poyfiberlamb O 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 0 cn 9 4"X 4"BUTT HINGE STEEL Q 10 #9 X 1"PFH WOOD SCREW STEEL 4.56" 11 #9 X 3/4"PFH WOOD SCREW STEEL z o vi o 13 #8 X 1-1/2'PFH WOOD SCREW STEEL o cn ., s 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL I J 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD T—- —2.4,V--�+_2IT a o 21 POLYFIBER JAMB COMP./VINYL o J o 27 LATCH STRIKE PLATE STEEL g m Q 28 DEADBOLT STRIKE PLATE STEEL �B aEAbdSIDE a a 29 SIDELITESPACER PVC 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 'DO 31 OUTSWING BUMP THRESHOLD ALUM. 5 63' $ 32 VINYL DOOR BOTTOM SWEEP BY HOLM IND. PVC 4.56" 33 INSWING ADJUSTABLE THRESHOLDOLD B BY ENDURA ALUM./WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD rn N N LL r42 SHOE MOULD 5/8'X 3/8" y N DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS WOOD ma o DOOR SKIN MIN.0.075'THICK FIBERGLASS i TOP RAIL CELLUTAR/PVC ADJUSTABLEINSWIG THRESROLD�LATCH&HINGE STILE CELLULAR/PVC REINFORCEMENT WOOD FOR LOCKS(20"LONG WOOD a o $ 45 BOTTOM RAIL CELLULAR/PVC 3 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 4.69' '=w 47 CONTINUOUS LATCH&HINGE STILE REINFORCEMENT WOOD a h LL 49 GLAZING COMPOUND SILICONE o '� 50 SIDELILE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS SILICONE If3 _ z 51 SIDEl1TE TOP&BOTTOM RAIL BY NAN YA CELLULAR/PVC DATE:02/16/72 55 LIP LITE ODL/WESTERN REFLECTIONS HP POLYPROPYLENE 1 0 a I 5 N.T.S. 56 GLAZING ALUM. t;IOUiSWINGBUMPTHRESHOLD DWG.BY. JK m s" 57 #8 x 1-1/2"PFH LITE FRAME SCREW STEEL cHK.By. LFS 3 e n DRAWING NO.: � a FL-15213.15 =' � o uSHEET 9 OF J a Florida Building Code Online Page 1 of 2 Business Professional Regulation Ara BCIS Home I Log In User Registration Hot Topics Submit Surcharge Scats&Facts Publications Contact Us BCIS Site Map Links I Search Florida r I�� �%)USER:ProdctPubl Approval ePisu o-�aav, Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL20834-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding 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 Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 10/03/2020 Validated By Steven M.Urich,PE B Validation Checklist-Hardcopy Received Certificate of Independence FL20834 R3 COI Eva iReport1147-2017.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPgODTr%2... 5/31/2020 Florida-Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 01/28/2020 Date Validated 01/28/2020 Date Pending FBC Approval 02/04/2020 Date Approved 04/07/2020 Summary of Products FL# Model,Number or Name Description 20834.1 SGD 880 Sliding Glass Door 880 Series- V X 10'Panels Limits of Use Installation Instructions Approved for use in HVHZ:No FL20834 R3 II CWS-1149-R1.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas Turner FL PE 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pr :+65/ 65 Evaluation Reports O -Impact yl Sliding Glass Door with Heavy FL20834 R3 AE EvalReoort1149-R1-2017.Ddf ei orcem nt and Sta and Sill Riser to a+/-DP65 Created by Independent Third Party:Yes 20834.2 SGD 880 Sliding Glass Door 880 Series-4'X 8'Panels Limits of Use Installation Instructions Approved for a in HVHZ:No FL20834 R3 II CWS-1147.odf Approved use outside HVHZ:Yes Verified By: Lucas Turner FL PE 58201 Impa esistant:No Created by Independent Third Party:Yes D n Pressure:+65/-65 Evaluation Reports Other:Non-Impact Vinyl Sliding Glass Door with Standard FL20834 R3 AE EvalReDOrt1147-2017.1W Reinforcement and Sill Riser to a-/+DP65. Created by Independent Third Party:Yes 20834.3 SGD 880 Sliding Glass Door 880 Series-5'X 8'Panels Limits of Use Installation Instructions Approved for use in HVHZ:No FL20834 R3 II CWS-1148.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas Turner FL PE 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+80/-80 Evaluation Reports Other:Non-Impact Vinyl Sliding Glass Door with Heavy FL20834 R3 AE EvalReoort1148-2017.odf Reinforcement and High Sill Riser to a+/-DP80 Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 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 mall.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 click here. Product Approval Accepts: ® in R_C Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtbxPgODTr%2... 5/31/2020 GENERAL NOTES: SLIDING GLASS DOOR - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND �°�°�� WINDOW SYSTEMS MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 1900 SW 44TH AVE. CODE(FBC),CURRENT EDITION. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 4) WWWCWS.CC 185 4 PANEL WIDTH* 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT 880 PVC LIMITED TO: SLIDING GLASS "XO",-OX","XX.,"OXO°,"XXX",°OXXO",-XXXX", 4611g "PX","PXX-,"PXXX7."PXXXX",°PXXP","PXXXXPI.,°PXXXXXXP", DOOR F - MAX.PANEL WIDTH "PXXXXXXXXP" NON-IMPACT A POCKET 2 TRACK,3 TRACK,4 TRACK 4.DESIGN PRESSURE RATING: Lyj -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE 4D&'GLASS DLO II AND GLASS TABLES ASTM E-1300-04. o -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, II WATER INFILTRATION TEST PRESSURE AND GLASS TABLES m II ASTM E-1300-04. co 96" I II 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN O UNIT MAX' B I II C B USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11 U) HEIGHT I II 11 FOR ANCHOR DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 Z > I II B WAS USED FOR WOOD ANCHOR CALCULATIONS. O w 938 I �/ �/ II �/ �/ I 11 d MAX. X X II X X F 6.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT HE G L II 1P PROTECTIVE SYSTEM REQUIRED IN WIND BORNE DEBRIS II G REGION. ui I 8 y1o� II 12 7.ALL FRAMES ARE PROCESSED AND SCREWED p GLASS TOGETHER.VENTS ARE PROCESSED AND THERMAL WELDED Z DLO ii TOGETHER. ,��pttii�hr��� ��0` tjOREW T k II I 8.SERIES/MODEL DESIGNATION SGD 880. `���W.-*.,G E N g�G��.+4 II 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: �;• No 58201 •'-P • X=OPERABLE SASH,0=FIXED SASH,P=POCKET/HOOKSTRIP *p k av: ia= A 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A ' STATE OF . & E D A SIMILAR LOCATION. �o'•,� a4u 12 12 11 ���F .<,0R10. *GNQN 11.WEEP SLOTS=1/2"x V LOCATED @ BOTH ENDS. ,��lSS%ONM,�0Q,, Lucas A.Tumer Xx 2016-07-06 7/6/2016 23:05-04:00 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 TABLE OF CONTENTS SHEET DESCRIPTION: GENERAL NOTES AND GENERAL NOTES&ELEVATIONS DESIGN PRESSURE ELEVATIONS DP CHART......:....................................2 MAX.PANEL SIZE RATING IMPACT RATING DRAWN BY; DATE: SECTION VIEWS.......................-........3 BOM&GLAZING DETAIL...................4 6LZ 04/20/16 EXTRUSIONS..................................5-6 48-15/16"x 93-3/8" +/-65 PSF NONE DWG#: REV.: TRACK WIDTHS..................................7 - ANCHOR SCHEDULE 8 NOTES........8 CWS-1147 - ANCHOR PATTERNS....................9-10 SCALE: SHEET INSTALLATION DETAILS.............11-12 •(4)PANELS SHOWN;UNLIMITED NUMBER OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1:30 1 OF 12 wlNoow sysreMs 1900 SW 44TH AVE. OCALA,FLORIDA 34474 Chart 1. Design Pressures sf with 2060 2.875"Sill Riser WwW.CWs.CC Panel Door Height in. 880 PVC Width in. 78.000 84.000 90.000 96.000 SLIDING GLASS 30.000 +65/-97.5 +65/-97.5 +65/-97.5 +65/-93.6 DOOR- 36.000 +65/-97.5 +65/-95.8 +65/-87.8 +65/-81 NON-IMPACT 42.000 +65/-88.2 +65/-86 +65/-78.5 +65/-72.2 48.938 +65/-65 +65/-65 +65/-65 +65/-65 a 0 r m Chart 2. Desi n Pressures sf With 2062 4.062"Sill Riser 9 Panel Door Height in. z w Width in. 78.000 84.000 90.000 96.000 a w 30.000 +80/-97.5 +80/-97.5 +80/-97.5 +80/-93.6 w 36.000 +80/-97.5 +80/-95.8 +80/-87.8 +80/-81 0 42.000 +80/-88.2 +80/-86 +78.5/-78.5 +72.2/-72.2 z 48.938 +65/-65 +65/-65 +65/-65 +65/-65 No 58201 %'�� O: STATE OF zz 7/6/2016 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: DP CHART DRAWN BY: DATE: BLZ 04/20/16 DWG#: REV: NOTES: CWS-1147 1)INSTALLATION WINO SILL RISER ALLOWED TO THE FULL DP'S INDICATED ABOVE,IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE - IS NOT REQUIRED,SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL. SCALE: SHEET 1:1 2 OF 12 s olyty ggam- at ze 11 ao 14 WINDOW SYSTEMS O� 35 34 1900 SW 44TH AVE. 34 �.a ��' OCALA,FLORIDA 34474 O12 60 36 Qq O O PB WWW.CWS.CC ,a 1D gQ� 0 0 880 PVC 39 29 28 55 Z3 d 1a a SLIDING GLASS q q O P 34 DOOR- 0� 39 NON-IMPACT 30 d d o o d 19.20.21.58 o� OO P 34 F � 36 15 14 O❑ OQ ❑ d O d �0 33 19,20,21,58 12 0� m 16 34 14 Z 36 SECTION VIEW B-B 6 O 13 F0 > 68 39 Ow F- d°a❑ o �a��5�a� 0 v tz U z 54,55 ♦♦♦♦♦♦♦PN10REW 59 i��13 ♦ 9 O 36 \C E N S •.'Qy�i �r No 58201 •'1� 16 STATE OF ,,�[/� 22 ,SS+ONAvel 10���`� FIXED PANEL �� 33 (I ATTACHMENT 36 o U 7/6/2016 32 17 16 LUCAS A.TURNER,P.E. FL PE#58201 8 1239 JABARA AVE. 23 NORTH PORT,FL 34288 63 8 PH.941-380-1574 O 0 9 p SHEET DESCRIPTION: ® D ® 0 ® ® ® u o 0 o Ifl� 3 °o❑❑ ° ❑o� �°a❑❑ �❑ ❑❑��� ® ° ® D ® D SECTION VIEWS 39 27 ALTERNATE SILL RISER VIEW DRAWN BY: DATE: LIMITED TO+65 ALTERNATE SILL RISER VIEW BLZ 04/20/16 LIMITED TO+80 DWGN: REV.: NOTES: CWS-1147 - ITEMS NOT SHOWN FOR CLARITY: 1)INSTALLATION W/NO SILL RISER ALLOWED TO THE FULL DP'S INDICATED ABOVE,IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE S° 20,24-26,31.55-58.61-62,64-66 IS NOT REQUIRED,SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL. AI E' SHEET 1:3 3 OF 12 PARTS ITEM PART# DESCRIPTION LIST VENDOR MATERIAL _TfPM___PA_RT# ON PARTS LIST VENDOR MATERIAL 51 S-2058 Screen,3-Track Sill Keymark Aluminum WINDOW SYSTEMS S Keymark _A�,U_rrinum 1900 SW 44TH AVE. I GLASS SEE THIS SHEET 2 161 2-Track Sill Vision PVC 52 .2059 Screen,Snap Cover Profile Aluminum OCALA,FLORIDA 34474 3 1+61163 3-Track Sill Vision PVC 53 S-2070 Screen,Interlock WWW.CWS.CC 4 FF6-1-65 4-Track Sill Vision PVC 64 P-5477 Block,Anti-Lift Lawrence Nylon 6 H-61160 2-Track Heead/Jamb Vision PVC 55 P-5559 Screw,#14 x 4"PH PN SMS Fastanall Steel 3-Track Head/Jamb Vision PVC 56 P-4269 Screw.#8 x V PH PN Tek — Fastenal —Steel 1. U 880 PVC 6 H-13162 Fastenal Steel SLIDING GLASS 7 K6164 4-Track Head/Jamb Vision PVC 57 P-3556 Screw,#8 x 2.5"PH FL Talk Fastenal Steel DOOR 8 S-2064 Roller Track Insert Keymark Aluminum 68 P-4962 Screw,#8 x T PH FL Tek 9 S-6171 Cover,Sill Track Vision _PVC 59 P-5565 Screw,#12 x 1 1/2'PH PN SMS — Fastenal Steel FRAME CORNERS NON-IMPACT 10 S-6169 Cover,Interlock Vision PVC 60 P-5566 Screw,#12 x 2 1/2"PH PN SMS — Fastenal Steel MECHANICALLY FASTENED It S-6172 Cover,E)demal ReinforcernentIP-Hook Vision PVC 61 P-3609 Bumper,Panel Stop Parker Seals Rubber 1:8 12 S-6176 Track Filler,Frame Vision PVC 62 P-4291 Panel Stop Housing M&M Nylon I 13 K6166 Panel Stile/Rail Vision PVC 63 P-5479 Foam Block,Open Cell,0.844"x 0.631"x 1" Lamatek 14 K6168 Interlock,Snap-On Vision PVC 64 P-5492 Gasket,Frame Assembly,2-Track Lamatek Butyl 15 K6167 Astragal Vision PVC 65 _T549_3 Gasket,�Frame Assam*.3-Track Lamatek Butyl 16 H-6170 Gazing Bead,1. ..1" Vision PVC 66 P-5494 Gasket,Frame Assembly,4-Track Lamatek Butyl Keymark Aluminum 1 67 P-4659 Dust Plug,1-1/4"x3!'XO.5" Ultrafab Z 17 K2060 Sill Riser,2.875" Utrafab 0 18 jT2_062 Sill Riser,4.062' Keymark Aluminum 68 P-4366 Dust Plug,1"x Wx 1" Team Plastics Rubber 0) 19 P-5517 panel Guide,Interlock Bases Metal Aluminum 69 1 Screen,Spline j; 20 p-5558 Support Channel,Bot Rail,Interlock— Bear's Metal -Aluminum 70 Screen,Cloth 0 W L 21 P-5511 Cover,Panel Wide,Interlock Lawrence Won PANEL CORNERS R 22 P-5516 Bracket,Fixed Panel Bear's Metal Aluminum THERMAL WELD r U) 23 P-3300 Wtsp.,0.280"x 0.18T'Back,Fin,Black Uft 1:8 rafab Lm 0 24 P-3438 Backbedding,Purfect Gaze"K Hot Meft Henkel/Sika Silicone Fastenal steel 25 P-3514 Screw,#10 x Z'Ph Comb Hd _� _9c_ TEK-Roller Asrn(Morfise Lock Fastenal Steel --!-TEMPERED 26 3587 Screw,#8 x V PH FL 16 27 15---3752 Hole-Plug,0.509'Dia. Pro Tess Plastics Nylon —&AIRSPACE .......... 28 3789 Handle Set with Thumb Turn Amesbury or 8 29 _P-3792 keeper Amesbury —&TEMPERED M. 58201 1)% 30 P-3793 Muffi-Point Mortise Lock Amesbury 31 P-4250 Screw,#10 x 2.6'PH PN SMS-Keeper Fastenal Steel 32 P-5287 TandemAmestuDL. �9's STATE OF ^'rUtiC Roller Assy,2.126'Dia Wheel 33 P-6438 Selling Blocks,0.090"x 0.675"x 1.5" Franke Lowe Rubber 16 ...... 34 H-1769 Reinforcement,Interlock Keymark Aluminum 33 GLASS SITE 35 K2068 Reinforcement,Astragal Keyma_rk._ Aluminum 1 36 S-1775 Reinforcement,Lock Stile/Rails Keymark Aluminum 4 5 6 7 218 29 G SS, 37 H­2111 Reinforcement,HD,Interlock Keymark Aluminum 1 24 PURFECT GLAZE H 71612016 38 S-2071 Reinforcement,E)dernal,Interlock Ka mark Aluminum 39 S-2069 Frame Insert Installation Anchors Keymark Aluminum LUCAS A.TURNER,P.E. 'P+b Keymark. Aluminum FL PE#58201 40 K2063 ok 1239 JABARA AVE. 41 S-2065 P-Hook Adaptor Ke mark Aluminum NORTH PORT,FL 34288 42 S-2048 Screen,Astrapal Keymark Aluminum PH.941-360-1574 43 S-2050 Screen,1-Track Head Keymark Aluminum SHEET DESCPJFrION,' 44 K2051 Screen,1-TraGk Jamb Keymark Aluminum BOM AND GLAZING 45 S-2052 Screen,1-Track Sill Ka mark Aluminum DETAIL 46 S-2053 Screen,2-Track Head Keymark Alurrdnurn 47 S-2064 Screen,2-Track Jamb Keymark Aluminum DRAWN BY: DATE: 48 S-2055 Screen,2-Track Sill - Keymark Aluminum BLZ 04/20/2016 49 S-2056 Screen,3-Track Head - Kevmark Aluminum i5WG_#' So S-2057 Screen,3-Track Jamb Keymark Aluminum CWS-1147 SCALE: SHEET 1:2 4 OF 12 22 40 8" 8°r 18 V(9(S0.Y�®UUCP 9 2 13 -5 17 WINDOW SYSTEMS 1L& D 3" 3" 1900 SW 44TH AVE. �B❑❑❑0❑❑❑O� 4 WWW.CWS.CC FLORIDA34474 2-Track Sill-6161 43 3" 5" 16 28" 41 880 PVC s4" 32 e A. SLIDING GLASS L^ O Q 0 3 e" Sill Riser-2060 ° DOOR- �] (� ❑ 6063-T6 NON-IMPACT 116 ❑❑❑o❑❑❑o❑❑❑oe z u U Sill Riser-2062 F 3-Track Sill-6163 Panel Head/Sill/Stile-6166 6063-T6 p Astragal-6167 P-Hook-2063 108" 6063-T6 m GO 1�ED [� ED 4J32"! 38 O 1i16 Q O 3^ 29" U) 00❑❑❑°000❑❑❑E 32 -6" 2" o.too•- w4-Track Sill-6165 fT Reinf.,Ext-Interlock Reinf.,Frame-2069 �41 -2071 6063-T6 U 5 2 ^ 6005-T6 0 P-Hook Adaptor-2065 p 5 Lock Stile-2086 6063-T6 18" 1 Z II�— 1 I 36 pfuuinrp 32 2-Track Head/Jamb-6160 Hook " 4° 1 1�" �^ �:' No 58201 Op C Reinf.& 11 ookstririp-6172 LLIC D: * cc 8 ^ �9; STATE OF •fU� Cover,Interlock-6169 Reinf.,Interlock-1769A Reinf.,Lock Stile-1775 �OpN •,, 6005-T6 6005-T6 13" 0 0 6 �^ {�{ f irrsSr�MAt�N,``, �O❑❑❑ 37 0❑❑❑0❑❑❑0B 2 I + ,o ~ I 238„ 35 1E�� 32 .�- � y� �`�J 7/6/2016 3-Track Head/Jamb-6162 oiler Track Insert-2064 Cover,Sill Track-6171 6063-T5 LUCAS A.TURNER,P.E. FL PE 11158201 10 6 1239 i8" NORTH PORT,E 2FL 34288 7 PH.941-380-1574 1 8° .1- SHEET DESCRIPTION: Z ❑❑❑0❑❑❑0❑❑❑❑❑❑08 " " T �^ EXTRUSIONS Reinf.,HD Interlock-2111 4-Track Head/Jamb-6164 6005-T6 DRAWN BY: DATE: BLZ 04/20/16 k�� IG Glazing Bead-6170 Reinf.,Astragal-2068 DWG#: REV.: Track Filler-6175 6005-T6 CWS-1147 - r SCALE: SHEET NOTE:ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED. 12 5 OF 12 12' aZ• � •"I 45 � -'Itl � 43 -ti� WINDOW SYSTEMS Il_v/I 6• 1900 SW 44TH AVE. 1 OCALA,FLORIDA 34474 16' 16' WWW.CWS.CC Screen,1-Track Sill-2052 Screen,1-Track Head-2050 880 PVC O O O SLIDING GLASS 48 —4 n 46 DOOR- 22 NON-IMPACT 8. 1 6. 6 • I d Panel Fixed xe3•��. Screen,2-Track Sill-2055 Bracket, 16 Screen,2-Track Head-2053 P-5516 'ems 51 ��16 �p I Di� T— ° 49 Z O r z Screen,3-Track Sill-2058 Screen,3-Track Head-2056 16 54 6 I I � a 110 4226• �1, 52 I r 28° 53 I � III III MI _19II II 1�° VP ��OENF T .G•,�,�Z 1 "luvurp" 6 24 0REy -Lift 1 Screen,Snap Cover Block,Anti `�ySP-5477,Nylon o Qy�� Screen,1-Track Jamb-2051 Screen,Interlock-2097 I �-Ji;• No 58201 Screen,Astragal-2048 L 1° -a. a 18 % STATE OF 3„ r ���oCCsA C O R 1 a5. s° a —_-- �1 •,,h61ONA1��4. is I--2 °--�I 19 }� L u 7/6/2016 Screen,2-Track Jamb-2054 F 1„� 20 uT LUCAS A.TURNER,P.E. I I °I FL PE#58201 I I I III 1239 JABARA AVE. O I II II II I III NORTHPH.941 380-5 4288 $16• I O I 4" II II III 418III' �� Ili SHEET DESCRIPTION: a II 11, 1, 50 I O I III III 2 II Il�lli EXTRUSIONS L ,s I I III III III 11 ==1 III DRAWN BY: DATE: Screen,3-Track Jamb-2057 I I II II I I III BLZ 04/20/2016 DWG#: REV.: CWS-1147 - NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. Panel Guide,Interlock-P-5517 Support Channel,Bot Cover,Interlock-RelnL SCALE: SHEET Rail-Interlock-P-5558 P-5511,Nylon 1:2 6 OF 12 •� g WINDOWW44SYSTEMSAVE.SYE 1900 SW 44TH AV OCALA,FLORIDA 34474 W W W.CWS.CC 880 PVC q 48' SLIDING GLASS H-zoso �Ho � 0 0 0 H-zosz DOOR- ❑ ❑ 0❑� o 0 ONON-IMPACT o❑ ❑❑ ❑❑a ❑0❑ 0❑❑❑OEIETI� �❑o❑❑❑❑o❑❑❑❑'01E1 ❑❑❑°a0 2T Sill w/Riser 3T Sill w/Riser 4T Sill w/Riser o sd' 1 8 m z 0 zW o � q q =LJL 0 O 0 ❑ O �0❑❑❑0❑❑❑0� Z 2T Sill w/1T Screen 3T Sill w/1T Screen 12{'�• 13' .VP; No 58201 •1 9; STATE OF ❑ ❑ ❑ 0 0 ❑ ". NDDU JEJ 3T Sill w/2T Screen 4T Sill w/1T Screen LUCAS A.TURNER,P.E. FL PE#58201 16 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TRACK WIDTHS O O DRAWN L DATE: BLZ 04/20/16 O o ❑ O DWG p: REV.: �0❑❑❑0❑❑❑0❑❑❑0❑❑❑oa CWS-1147 - 4T Sill w/3T Screen SCALE SHEEr 1:2 7OF 12 P ANCHORS @ rL P-HOOK 6' 4" 4' PANEL-TYP ANCHORS WEDGE ® � MAX 6'MAX.TYP. TYP. \ I I I l TYP. "\ I '� '•\ 1 "� '\ I OF PNEL WINDOW SYSTEMS LLL���QQ TYp, I 1 f I I 1 I 1 1 I I I I I I I TYP. 1900 SW 44TH AVE. •� •� OCALA,FLORIDA 34474 II I WWW.CWS.CC II 12•MAX.O.C. 21' I II I 880 PVC MAX I II - I SLIDING GLASS ''I p I II I DOOR- L I II I NON-IMPACT I II I II I Lu I ^ ^ II X X m z I II I Ow II MID-SPANI r- II PANEL I U LL � oz "% PNDREtM ��i� \:I I\: (\:I I 1 I 1 �` •'GEN�"rG ��i FIXED PANEL CLIPS Zj No 58201 •'�?1 NOTES: 'CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE SHEETS 9&10 FOR DETAIL) pro•. aE 1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION(SEE LAYOUT DETAILS ON SHEETS 9&10),EXCEPT FOR 2T SILL&WOOD INSTALLATION LOCATIONS.SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL '9 t STATE OF (SHEET 9).INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION(CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. �ry 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. 7/6/2016 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 11. NORTH PORT,FL 34288 PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:W FOR SOLID CONCRETE,6"FOR CMU MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BLZ 04/20/16 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: n CWS-1147 - 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCAI•E� SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAAWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:20 8 OF 12 .,r E INTERLOCKS G ASTRAGAL 6"T,p. 21"O.C.MAX �(5C4(QJ(XI000LG PANEL P-HOOK TYP. WINDOW SYSTEMS 6°TYP. WIDTH 1900 SW 44TH AVE. 3"TYP. I+ 3"TYP. OCALA,FLORIDA 34474 6"T1'P WWW.CWS.CC ° � I 880 PVC 0 0 SLIDING GLASS DOOR- WOOD SUBSTRATES 2W 22' NON-IMPACT 2T SILL ONLY 2T JAMB TYP STY'• INTERLOCKS Q ASTRAGAL 21"O.C.MAX 6" PANEL P-HOOK 6"TYP. WIDTH I--4'TYP.—•� 4'TYP TYP. I }� I z Z O o Ln 3'TYP. Z W 0purTyp 0 0 0 6"TYP. 4 O a. TYP. a K 0 (off o oWV15.TYP. LLi Z 16 woodsussrRArEs Typ t gold3T SILL ONLY 3T JAMBS° �NpREt1:�T .......... 0 E N g�., 2�� G c �: No 58201 '�11 L INTERLOCKS 6°TYP. PANEL WIDTH P-OOK 6'TYP.ASTRAGAL 21"TYP. O;� STATE OF 4'TYP. 4'TYP. 7 7 S,4�8`°��O R 1 O P a\ �, SS�,,NA µNNE``` ° 0 1zz CO) 6"TYP. 44. 7/6/2016 44•TYP TYP. LUCAS A.TURNER,P.E. FL PE#58201 0 1239 JABARA AVE. o Co) o o NORTH PORT,FL 34288 I I PH.941-380-1574 SHEET DESCRIPTION: ANCHOR PATTERNS WOOD SUBSTRATES 1 (JAMB&SILL) ONLY p fL TY•'I Z, DRAWN BY: DATE: 4T JAMB 4T SILL ��II 1 TYP BLZ 04/20/16 DWG 0 REV-' CWS-1147 - NOTE:¢=CENTERLINE OF INTERLOCK OR ASTRAGAL SCALE: SHEET CIRCLED ANCHOR LOCATIONS READ ONLY IN WOOD INSTALLATIONS. 1:5 9 OF 12 4 f INTERLOCKS // p/7m15�im7• ASTRAGAL �lf(y(Spy(�((�/m f HOLE PATTERN P-HOOK WINDOW SYSTEMS FOR ANTI-LIFT PANEL 4-TYP OCA A,FLORIDAVE. 6'��� WIDTH BLOCK ANCHORS � � OCALA, LORI 34474 W W W.CWS.CC o . . . o 0 880 PVC oilI I 31TYP. i 111n.PI SLIDING GLASS oi DOOR - NON-IMPACT WOOD SUBSTRATES 166'TYP. TYP. 4'TYP ONLY 16 2T HEAD o f INTERLOCKS f HOLE PATTERN ASTRAGAL m 6'7YP. PANEL SFORAN LIFT P-HOOK CO) WIDTH F�4'TYP. 4-TYP. O 0 0 ol 0 10 0 I I 0 of 4 0 TYP. co O 0 0 0 o o p 1-TYP Z Z µ1Rtlq WOOD SUBSTRATES ��Gp 'CENSFTG�¢,y'�y� 3T HEAD ONLY :J �r. No 58201 •1� f �IL INTERLOCKS INTERLOCKS STATE OF -•�1I+` PANEL ASTRAGAL �,p'•..S WIDTH HOLE PATTERN P-HOOK �d`S'•. O R l G i-�6'TYP. ANTI-IFT BiocK ANCHORS 4•TYP. a•TYP. ,,5'�hy NA o 0 0 0 7!6l2016 i LUCAS A.TURNER,P.E. •o o' 44 FL PE#58201 TYP' 1239 JABARA AVE. NORTH PORT,FL 34288 0 no 0 0 0 PH.941-380-1574 SHEET DESCRIPTION: o ANCHOR PATTERNS r TYP (HEAD) DRAWN BY: DATE: WOOD SUBSTRATES ONLY BLZ 04/20/16 DING#: REV.: 4T HEAD (+ CWS-1147 - NOTE: CENTERLINE OF INTERLOCK OR ASTRAGAL SCALE: SHEET CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. 1:5 10 OF 12 2 TRACK HEAD ANCHORAGEV- (y(ypv(yU// •p l�r-7j MIN.EDGE DIST. 1/4•MAX WINDOW SYSTEPIS�lll/� SEE TABLE1 SEE LAYOUT ON SHT 10 INTERIOR I 1900 SW 44TH AVE. 39.FRAME INSERT REQ'D AT OCALA,FLORIDA 34474 ALL FRAME ANCHOR LOCATIONS 39,FRAME INSERT REO'D W W W.CWS.CC AT ALL FRAME ANCHOR SUBSTRATE PVC PV LOCATIONS 880 C BYOTHERS MIN.EMBEDMENT 0 SLIDING GLASS SEE TABLE 1 SEE TABLE 1 PERIMETER SEALANT Do0 00❑ SEE LAYOUT DOOR- BYIDE ALLERAND q•MAX, ONSHT9 NON-IMPACT INSSHIM MIN EDGE DIST p o1J SEE TABLE 1 PERIMETER SEALANT p}0 INTERIOR COMPLIANT WITH AAMA 800 BY INSTALLER INSIDE AND OUT co INSTALLATION ANCHOR Q SEE TABLE 1 SUBSTRATE BY OTHERS MIN EMBEDMENT SEE TAKE 1 SEE TABLE 1 Z W O SEALANT BETWEEN SILL d RISER AND FRAME BY B HORIZONTAL SECTION K gg INSTALLER 9 2 TRACK JAMB ANCHORAGE N O �_ A W PERIMETER SEALANT ❑�❑�❑� O BY NSTALLER ❑ a ❑ INSIDE AND OUT DO NOT COVER Z WEEP HOLES MIN.SEE TABLE mow tjoREWfffh, SUBSTRATE ,�`g P;.......... BY OTHERS Gp•�.-* �.,�Q,y SEE TABLE 1 - J i 58201 •:?� MIN.EDGE DIST. 39,FRAME INSERT REO'D AT SEE-1 ALL FRAME ANCHOR LOCATIONS G'P: STATE N / n-1VERTICALSECTION ��' OA�Ec.�`�� 9 2 TRACK SILL ANCHORAGE PERIMETER SEALANT COMPLIANT WITH AAMA 800 x� BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLET 7/6/2016 MIN.EDGE DIST. LUCAS A.TURNER,P.E. SEE TABLE 1 FL PE#58201 1239 JABARA AVE. -------- -- - ------ -------- -- -- ---- ------ SUBSTRATE BY OTHERS MIN.EMBEDMENT NORTH PORT,FL 34288 TABLE 1:APPROVED INSTALLATION FASTENERS SEE TABLE 1 SEE TABLE 1 PH.941-380-1574 SUBSTRATE TYPE ANCHOR TYPE PAN.EMBEDMENT MN.EDGE DST. SHEET DESCRIPTION: CONCRETE 20 KSI MIN. 114"ITW TAPCON 1-112, 4" INSTALLATION DETAILS CONCRETE 285 KSI MIN. 1/4'ELCO ULTRACON 1.3/4" 2.1/2" HOOKSTRIP 2 TRACK 2X MIN.SOUTHERN PINE(G=0.55) 1/4"ITW TAPCON OR 1 3�8" 7/8' ELCO ULTRACON a MAX.SHIM DRAWN BY: DATE: 2X MIN.SOUTHERN PINE G=0.55 #12 WOOD SCREW 1-3/9' 7/9, BLZ 04/20/16 16 GAUGE(0.067)MIN. #12-14 HILTI KOK FLEX OR ITW FULLTHREAD 117 STEEL STUD 33 KSI YIELD MIN TEKS SELF-DRILLING SCREW THRU 0.060, DWG p: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #12 GRADE 5 SELF-TAPPING/ FULL THREAD C HORIZONTAL SECTION CWS-1147 1/B"STEEL 33 KSI MIN. DRILLING SCREW THRU 0.125' HOOK STRIP SHEET 1!2' 9 SCALE. HOOKSTRIP OR JAMB FRAME ONLY:HOLLOW OR GROUT-FILLED CMU A C-90 1/4"ELCO ULTRACON 1-3/4" 2-1/71:3 11 OF 12 ,sSThA 3 TRACK HEAD ANCHORAGE 114-MAX SEE LAYOUT 39,FRAME INSERT REO'D AT INTERIOR �� � MIN.EDGE DIST. ON SHT 10 ALL FRAME ANCHOR LOCATIONS WINDOW SYSTEMSSEE TABS 1,SHT 11 14, oO 39,FRAME INSERT REQ'D 1900 SW 44TH AVE. R, AT ALL FRAME ANCHOR OCALA,FLORIDA 34474 SUBSTRATE ILJI LOCATIONS BY OTHERS O W W W.CWS.CC SEE TABLE 1,SHT 11 MIN.EMBEDMENT SEE TABLE 1,SHT 11 O 880 PVC PERIMETER SEALANT SLIDING GLASS BY INSTALLER Colo--] OSO��A. OBE] INSIDE AND OUT MAX DOOR- SHIM aO SEE LAYOUT ON SHT s NON-IMPACT INSTALLATION ANCHOR INTERIOR o0 SEE TABLE 1,SHT 11 a FW- SEALANTBETWEEN SILL RISER AND FRAME BY INSTALLER PERIMETER SEALANT O O MIN EDGE DIST m BY INSTALLER O O o� SEE TABLE 1 SHT 11 IN AND OUT �o❑❑ °o❑❑ a❑��o� to DO NOT COVER o 0 o PERIMETER SEALANT Z WEEP HOLES COMPLIANT WITH AAMA 600 MIN.EMBEDMENT BY INSTALLER INSIDE AND OUT Ln SUBSTRATE SEE TABLE 1,SHT 11 Z BY OTHERS SUBSTRATE p W SEE TABLE 1,SHT 11 BY OTHERS MIN EMBEDMENT ix SEE TABLE 1,SHT 11 SEE TABLE 1 SHT 11 rL MIN.EDGE DIST. 39,FRAME INSERT K SEE TABLE 1,SHT 11 SEE LAYOUT ON BHT 9 RED AT ALL FRAME F HORIZONTAL SECTION W �� ANCHOR LOCATIONS 10 3 TRACK JAMB ANCHORAGE w / O VERTICAL SECTION -.{I 1/4•MAX 10 3 TRACK SILL ANCHORAGE INTERIOR I p Z MIN.EDGE DIST. 4 TRACK HEAD ANCHORAGE 39.REQ'D AT ALL FRAME 39,a AT ALL FRAME ANCHOR ME INSERT D `,�� pyiDREL1i�T SEE TABLE 1,SHT 11 SEE LAYOUT ANCHOR LOCATIONS LOCATIONS Gp°;"y�C E.......... S G'P'Y���� ON SHT 10 MIN.EMBEDMENT SUBSTRATE SEE TABLE 1,SHT 11 ❑ _ " BY OTHERS - SEE TABLE 1,SHT 11 9; STATE OF SEALANTSEE LAYOUT �.p'.,F p. _4 PERIMETER SEALANT � NSIDETAND OUT [�GDO�G� D�O�O� �0� -M�J �O ON SHT9 '' �NA11 SHIM 0 INSTALLATION ANCHOR INTERIOR O� 7/6/2016 SEE TABLE 1,SHT 11 o LUCAS A.TURNER,P.E. SEALANT BETWEEN SILL RISER AND FRAME BY FL PE#58201 INSTALLER IN EDGE DIST 1239 JABARA AVE. PERIMETER SEALANT SEE TABLE 1 SHT 11 NORTH PORT,FL 34288 BY INSTALLER O c O D 0 n��I El PH.941-380-1574 INSIDE AND OUT �lo(]� u ❑�na❑ o�O ° I� SHEET DESCRIPTION: WEEP HOLES DO NOT Q MIN.EMBEDMENT �u INSTALLATION DETAILS SUBSTRATE SEE TABLE 1,SHT 11 COMPLIANT WPERIMETER ITH AAMA B00 LANT 3&4 TRACK BY OTHERS BY INSTALLER INSIDE AND OUT DRAWN BY: DATE: SEE TABLE 1,SHT 11 SUBSTRATE MIN EMBEDMENT BLZ 04/20/16 MIN.EDGE DIST. SEE LAYOUT 39,FRAME INSERT BY OTHERS SEE TABLE 1 SHT 11 DWG#: REV.: SEE TABLE 1,SHT 11 ON SHT 9 REQ'D AT ALL FRAME SEE TABLE 1,SHT 11^ CWS-1147 y ANCHOR LOCATIONS / G ,HORIZONTAL SECTION E VERTICAL SECTION 10 4 TRACK JAMB ANCHORAGE SCALE: SHEET 10 4 TRACK SILL ANCHORAGE 1.3 12 OF 12 t