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Home My WebLink About20-1022 [fill + City of Zephyrhills - .'PERMIT:;NUMBER.° y 5335 Eighth Street Zephyrhills, FL 33542 BAR-001022-2020 INPhone: (813)780-0020 Fax: (813)780-0021 Issue Date: 12/03/2020 Permit Type: Add/Alter (Residential) Property Number Street-Address 1126 210010 03500 0110 5736 9Th Street Owner Information Permit Information Contractor Information Name: ROY&MARTA FERNANDEZ Permit Type:Add/Alter(Residential) Contractor: LIPTON WINDOW&DOOR Class of Work:Add/Alter Residential Address: 5436 9Th St Building Valuation:$9,560.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$1.00 Phone: (813)450-5006 Mechanical Valuation:$1.00 Plumbing Valuation:$1.00 Total Valuation:$9,563.00 Total Fees:$131.70 Amount Paid:$131.70 2-T Date Paid: 12/3/2020 9:25:36AM Project Description REPLACE 5 WINDOWS S/S&2 DOORS Application Fees y Building Permit Fee $87.80 Building Plan Review Fee $43.90 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. NTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813.780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting 813 06-9895_ Owners Name Roy Fernandez Owner Phone Number 813-450-5006 Owner's Address 5736 9th St Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5736 9th St LOT# 11&12 SUBDIVISION PARCEL ID# 1-26-21-0010-03500-0110 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT SIGN Q = DEMOLISH INSTALL REPAIR PROPOSED USE SFR = COMM OTHER I Replace TYPE OF CONSTRUCTION Q BLOCK 0 FRAME Q STEEL 0 DESCRIPTION OF WORK Replace size for size 5 windows,2 Doors BUILDING SIZE SO FOOTAGE HEIGHT BUILDING $9560 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE Q ��P,,RRrOGRESS ENERGY Q W.R.E.C. =PLUMBING $ �D d/l/ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION /�Vt =GAS 0 ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES NO t/ I ' BUILDER COMPANY Lipton Window and Door SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address 17335 Gunlock Rd Lutz FL 33558 License# CBC1258461 ELECTRICIAN COMPANY SIGNATURE ( REGISTERED I YIN FEE CURRER Address I License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED I YIN FEE CURREN Y I N Address License# F OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREK Y/N Address License# IIIIIIIIIIIII111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;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 subdivisionsAarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.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. 44"1 Directions: Fill out application completely, Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) Agent(for the contractor)or Power of Attomey(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 AIC Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 1 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. UNi CENSED CONTRACTORS AND CONTRACTOR fRESPONSIBILiTIES: 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, 9 the owner has hired a contractor or contractors, he is advised to have the contractors) 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. 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 Ldw—Homeowner's Protection Guide" prepared by the Florida Deportment of Agriculture and Consumer Affairs. If the applicant is someone other than the owner", 1 certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"poor to commericernent, CONTRACTOR'SIOWNEWS 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 taws (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. if I am the AGENT FOR THE OVIWIkR, 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 Offficial 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 period 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 CO ' ENCEMENT. FLORIDA Jt1RAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed and or Oiled)before me this by a who is/are personally known to me or haslhave produced Who is/ate personal) own to me or has/have produced as identification. as identification. 0 L A Notary Public Notary Public Commission No. Comm sloin No Name of Notary typed,printed or stamped Name of Notary type JAC UELINE BOG ES Commission#GG 276457 Expires December 12,2022 Bonded Thru Troy Fain Insurance 800 385»7019 INSTR#20201 75020 OR BK 10201 PG 3287 Page 1 of 1 10/23/2020 08:32 AM Rcpt:2218367 Rec:10.00 IDS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller ParcellDNumber i1-�6-011 —e�Ol�—>r0354�7 —O.�bU; ",,:: ;.i.; ' ', r_- ;,.,: ..s:;:• s a;,'�.'r. ^, _ :S,i`.3";;�:,:iri _..,r.y: ;S;::Si:;•,r:s�=,<3,_.R.r,;•..:..�ac,'K2o:.xFa;;Nf:�,�'::?;��"�'��"'-! NOTICE OF COMMENCEMENT -. �•. .,�:i..+u� �7W-ram State of Florida County of Pftteks fiasco THE UNDERSIGNED hereby gives notice that improvements will be made to certain real 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): 4i 1Y 4F VZ 2 ]P&54 Lars 11 A&V a)Street(job)Address: 61% 9U 6 9=01- -ZLM 1,111A-5 FL _ 3941 2.General description of improvements: AGVLACG u 0111bc S A-V- 12007-6 3.Owner Information or Lessee information if the Lessee contracted for the improvement: a)Name and address:—dt'tiAKt,R F 2V_AaAL206Z 5% qlk e, i 2t�9Ktx►L 5 �L 33 {� b)Name and address of fee simple titleholder(if different than Owner listed above) c)Interest in property: Ol.,5&> 4.Contractor Information a)Name and address: Lipton Window and Door 2438 Merchant Ave Suite 103,Odessa,FL.33556 b)Telephone No.: 727-372-2455 Fax No.:(optional) 5.Surety(if 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) B.a)In addition to himself or herself,Owner designates of to receive a copy of the Uenor's 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 year from the date of recording unless a different date is specified): .20 F—WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE 1 CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR j 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 I 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 knowledge and bell ,, Q" � (Signature of 0 er essee,or Owner's or Lessee's(Authorized Officer/Director/Partner/Manager) Pnnt Name and Provide Signator/sTille! ) The foregoing instrument was acknowledged before me by means o, physical presence or [� on-line notarization,this t 1Q day of Q4`D ihk-,_L 20_Zo by jn&9 Ff pw.'J _(type of authority,e.g.officer,trustee,attorney in fact) for ,as (Name of Person) (type of authority,e.g.Officer,trustee,attomey In fad) for (name of party on behalf m instrumentwasexecuted). Personally Known ❑ Produced ID Type of ID p(�"og5 1.Sf[n 6< Notary Signature _ _ a" Print name -Tejw b Notary Public State of FWide Q. Travis ilyd rd Errpl�roen1el18f4023 9Z3366 6, LE � | � / | | ' i� � | ! | � | / i � ' � / S-rA'tr,OF FLORIDA, COUNTY OF PASCO ISA "IFY THAT THE FOREGON THIS IS TO CER TRUE AND CORRECT COPY OF ONRLEOROFPUBUCREC0RD |NTH\SOFR�E T S Yll $ ;pt7ZY .;Al az 9 40dodf. 4y WdSd �z si ca i or, 09 wsva sc ot 31 euaay s rarpt:rtis pazijejauaE) J' 10/23/2020 Florida Building Code Online E 0 MEMEN BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications I Contact Us EICIS Site Map I Links Search I d Product Approval USER:Public User Product App roval Menu>Product or Application Sear _p ei�>Application List>Application Detail . ... _— FL# D Application Type Re-vision Code Version Application Status A,pp roved- *AP,i5roved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ID Product Manufacturer V!Win Tech Address/Phone/Email 2400 Irvin Cobb Drive Paducah,KY 42003 AQ (270) 538-4431 swheeler@viwintech.co, 0 75 Pt k Pq , L)-r ZDA U Authorized Signature Steven Wheeler — 0 e ,I- - /A43 prvv ro"_ CCOD, k/A(C,, swheeler@viwintech.com P; Technical Representative Steve Wheeler Address/Phone/Email 2400 Irvin Cobb Dr Paducah,KY 42003 (270)538-4431 swheeler@viwintech.com Quality Assurance Representative Ronnie Williams tT *0 Address/Phone/Email 2400 Irvin Cobb Dr C/7-yop 1/ Paducah,KY 42003 P (270) 538-4437 rwilliams@viwintech.com Category Windows Subcategory S'ingle-Hung-- Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation &Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtffHjomu3L8RJsHMNqKrxM404D5XUs86R9ExlJaB8HDQ�/�3d�/�3d 1� ' 10/23/2020 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 04/12/2019 Date Validated 04/14/2019 Date Pending FBC Approval Date Approved i 04/19/2019 Summar y of Products FL# Model, Number or Name Description SL _3SO9,,h P.SH 5375-------- -310d SHORELINE_PVC.,SINGLE HUNG NON-IMPACT FULLY REINFORCED 53x75 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8957 R12 C _CAC NI008095,02-118,12d Approved for use outside HVHZ:Yes FL8957 R12 C CAC N1008095.03-RI0.pd Impact Resistant:No i Quality Assurance Contract Expiration Date Design Pressure: +75/-75 05/31/2023 Other: FRAME MATERIAL TO BE RIGID PVC FROM VISION Installation Instructions EXTRUSIONS LTD.AAMA CERTIFIED(VEX-1). FL8957 R12 II 08-00159C pff Verified By: Luis R. Lomas RE, FL 62514 Created by Independent Third Party: Yes Evaluation Reports FL8957 R12 AE 511305C,pfff Created by Independent Third Party:Yes 8957.2 SL 3100 1 SH 5275 SHORELINE 3100 IMPACT SINGLE HUNG 52X75 Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL8957 R12 C CAC NI008082.01-R9.pdf Approved for use outside HVHZ:Yes FL8957 R12 C CAC NI008082,02-RB.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+70/-70 04/30/2023 Other:FRAME MATERIAL TO BE RIGID PVC FROM VISION Installation Instructions EXTRUSIONS LTD.AAMA CERTIFIED(VEX-1).- "NOT TO BE FL8957 R12 II 08-00184G 3100SH IMP-Install.pd INSTALLED 30'OR HIGHER ABOVEGROUND LEVEL"-GLASS Verified By: Luis Roberto Lomas 62514 INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Created by Independent Third Party: Yes FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE NOA Evaluation Reports FOR KURARAY NTERLAYERS-"Safety Glass on outside pane FL8957 R12 AE 511011G-3100 SH IMP Evatuation.p-d required in HVHZ zones" Created by Independent Third Party:Yes Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cc right 2007-2013 State of Florida.::Privacy_§SALemen-1::AccessIbIlij,/Statement::Refund Statement Under Florida law,email addresses are pubk records,If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395,*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ME 99 M Credit Card Safe https://ffoCidabuilding.org/pr/pr�_appjtl.aspx?param=wGEVXQwtDqtffHjomu3L8RJsHMNqKrxM404D5XUs86R9ExiJaB8HDQ%3d%3d 212 REVISIONS REV DESCRIPTION DATE APPROVED A UPDATE TO 2007 FBC 01/06/09 R.L. B REVISED NOTES 03/09/12 R.L. C REVISED INSTALLATION DETAILS 07/20/15 R.L. NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16_ FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 119. ALL FASTENERS TO BE CORROSION RESISTANT. BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH . INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF NGTH B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI_ THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY- HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,000PSI MINIMUM. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL ISGA (.048") FY=33KSI/FU=52KSI OR PROVIDED. ALUMINUM 6063—T5 FU=3OKSI 1/8" THICK MINIMUM 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0712112015 VINYL WINDOW TECHNOLOGIES, INC I�/ N ? Lo�l,aooiRVINCOBB PADUCAH, KY 42002 `�,;•��GENq TABLE OF CONTENTS SHORELINE SINGLE HUNG NON — IMPACT _;1k• o = FULLY REINFORCED 53" X 75" SHEET NO. DESCRIPTION NOTES TAT E OF 1 NOTES DRAWN: ONG NO, REV %�'2.*-Z0RI 3 9 INSTALLATION DETAILS scA'E NTS DAB 7/25/07 08 e" T 1 90F 9 C ''//SIOIIIAI REVISIONS REV DESCRIPTION DATE APPROVED 53" MAX FRAME WIDTH 53" MAX FRAME WIDTH A UPDATE TO 2007 FBC 01/06/09 R.L. 16" B REVISED NOTES 03/09/12 R.L. 6" MAX MAX O.C. 6" MAX ��I�� 16" 6" MAX MAX O.C. 6" MAX C REVISED INSTALLATION DETAILS 07/20/15 R.L. 6" MAX 6" MAX X / T- o O 12" J MAX O.C. 14" MAX O.C. MAX 75" FRAME MAX HEIGHT FRAME / HEIGHT / ❑ -- - -------- - - -- --- --- 4252 FRAME(OPTIONAL) l / FIN INSTALLATION 6" MAX 6" MAX P� l SHORELINE SINGLE HUNG WINDOW, SHORELINE SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW 4252 FRAME(OPTIONAL) FRAME FLUSH INSTALLATION FIN INSTALLATION FLUSH INSTALLATION DESIGN PRESSURE RATING IMPACT RATING ±75 OPSF NONE o 4252 FRAME(OPTIONAL) FLANGE INSTALLATION SIGNED:0712112015 NOTES:1. VINYL SASH SIZE: 49 1/4" X 37" VINYL W400oIRVINECOBBODROIVEES, INC R I'td�7Z/// 2. MAXIMUM D.L.O.: 46 3/4" X 33 3/4" PADUCAH, KY 42002 *xc'ENSF9`f'!�� SHORELINE SINGLE HUNG NON - IMPACT _*• 0,,6}6 *= FULLY REINFORCED 53" X 75" !t�( k - ELEVATIONS � Szr TATE OF DRAWN: OWG NO. REV F•-40RIDP Rtt7 R.L.ISCALI DATE OS 500159 C /////o/0lVA'I��\' NTS 7/25/07 2 OF 9 REVISIONS 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE 3/4" MIN A UPDATE TO 20D7 FBC 01/06/09 R.L. WOOD FRAMING EDGE DISTANCE OR 2X BUCK B REVISED NOTES 03/09/12 R.L. BY OTHERS 1 1/4" MIN. 1/4" MAX. C REVISED INSTALLATION DETAILS 07/20/15 R.L. EMBEDMENT METAL SHIM SPACE t STRUCTURE BY OTHERS BACKER ROD 1/4" MAX. APPROVED & APPROVED SHIM SPACE SEALANTI;E SEALANT o a #10 WOOD SCREW SELF S OR SELF DRRI LLING SCREW EXTERIOR EXTERIOR INTERIOR Oo INTERIOR Oo OQ O Q NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, O O NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE I° lot ° DESIGNED IN ACCORDANCE WITH AST M E2112 I I I I SILL TO BE SET O IN A BED OF I O SILL TO BE SET ° ❑ O APPROVED SEALANT O IN A BED OF El El ❑ APPROVED SEALANT BACKER ROD BACKER ROD & APPROVED 1/4„ MAX. & APPROVED SEALANT O SHIM SPACE SEALANT r 1/4" MAX. -1 SHIM SPACE WOOD FRAMING METAL OR 2X BUCK � STRUCTURE -�Vj BY OTHERS BY OTHERS SIGNED:0712112015 VERTICAL CROSS SECTION VERTICAL CROSS SECTION VINYL 2400 IIRVIN COBB DRIVE ES, INC `\S� RE Z. Ld 9��%. WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION `V!'�\C HEADAND SILL SHOWN,JAMBSSIMILAR HEAD AND SILL SHOWN,JAMBS SIMILAR SHORELINE SINGLE HUNG NON - IMPACT ��t'4TeATM 0" FULLY REINFORCED 53" X 75" INSTALLATION DETAILS DRAWN: DWG NO. REV ��'c�t`•.c�QRIOQ•\\� SALE GATE 08 sD01159 C ��i�Ss�0NAL 16"i\` NTS 7/25/07 3 OF 9 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY A UPDATE TO 2007 FBC 01/06/09 R.L. BY OTHERS n B REVISED NOTES 03/09/12 R.L. 4. a ° 1 1/4" MIN. C REVISED INSTALLATION DETAILS 07/20/15 R.L. OPTIONAL 1X BUCK " " ° ° ° a EMBEDMENT SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED � 1 MAX. SEALANT SHIMM SPACE El Oa 3/16" TAPCON EXTERIOR O 0 0 INTERIOR to I I I BACKER ROD SILL TO BE SET & APPROVED O NOTES: IN A BED OF SEALANT APPROVED SEALANT 1. INTERINOTSO WNFORCERIORFINISHES,BYOTHERS, ❑ NOT SHOWN FOR CLARITY. OPTIONAL IX BUCK 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEE NOTE 3 - 7 DESIGNED IN ACCORDANCE WITH ASTM E2112 SHEET 1 1/4" MAX. SHIM SPACE CONCRETE/MASONRY Im BY OTHERS SIGNED:07/21/2015 VINYL WINDOW TECHNOLOGIES, INC �Nu111►111i ° n ° ` A. 2400 IRVIN COBS DRIVE \\\`15 R. L p ii�/ 4 ° ° PADUCAH, KY 42002 e' SHORELINE SINGLE HUNG NON - IMPACT 41. 0FULLY REINFORCED A X 75 INSTALLATION DETETAILS AT OF VERTICAL CROSS SECTION DRAWN: DWG N0. REV c►• [ORIQP•��'�� CONCRETEMASONRYINSTALLATION _ / s G \ HEAD AND SILL SHOWN,JAMBS SIMILAR ISCAIE NTS DATE 7/25/07 08 SHEET 9 C /,'/S�ONAII�?\`\\ Ar 1/2" MIN. REWSIONS EDGE DISTANCE 3/4" MIN REV DESCRIPTION DATE APPROVED WOOD FRAMING EDGE DISTANCE A UPDATE TO 2007 FBC 01/06/09 R.L. OR 2X BUCK B REVISED NOTES 03/09/12 R.L. BY OTHERS 1 1/4" MIN. 1/4" MAX. EMBEDMENT METAL SHIM SPACE C REVISED INSTALLATION DETAILS 07/20/15 R.L. I STRUCTURE BY OTHERS BACKER ROD 1/4" MAX. APPROVED & APPROVED SHIM SPACE SEALANT a SEALANT #10 n� 0 0 0 #10 WOOD SCREW SELF SF DRRI OR SELLLING SCREW EXTERIOR EXTERIOR 0 �� Q INTERIOR O 0 INTERIOR Q to la — I I I I SILL TO BE SET I IN A BED OF SILL TO BE SET BED OF O OIN A❑ ❑0 APPROVED SEALANT O ❑ ❑O APPROVED SEALANT BACKER ROD BACKER ROD & APPROVED 1/4" MAX. & APPROVED SEALANT SHIM SPACE SEALANT 1/4" MAX. SHIM SPACE METAL WOOD FRAMING STRUCTURE OR 2X BUCK BY OTHERS BY OTHERS SIGNED:07/21/2015 VERTICAL CROSS SECTION VINYL WINDOW TECHNOLOGIES, INC �pjlilli►/17/�_ it I WOODEFRTICAL CROSS SECTION METAL RAMINGOR2.X BUCK INSTALLAION HEAD AND SILLUSHOWNCTURE NJAMBSSIMILAR STALLATION 2PADUCAH, KOY642002E "��-As\ CENS giji��. V •. i HEAD AND SILL SHOWN,JAMBS SIMILAR F NOTES: SHORELINE SINGLE HUNG NON - IMPACT �1k•'' p -^ 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, FULLY REINFORCED 53" X 75" �,Q _ NOT SHOWN FOR CLARITY INSTALLATION DETAILS t= TAT OF •'•�� 1 2. PERIMETER AND JOINT SEALANTBY OTHERS TO BE [DRAWN: DWG NO. REV % �0DESIGNED IN ACCORDANCE WITH ASTM E2112 •CALE DATE D8 SO0T1S9 C �� NA16-- NTS 7/25/07 5 OF 9 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY A UPDATE TO 2007 FBC of/OS/09 R,L. BY OTHERS a' ° a ° B REVISED NOTES 03/09/12 R.L. ° ° n e 1 1/4" MIN. C REVISED INSTALLATION DETAILS 07/20/15 R.L. OPTIONAL 1X BUCK ° ° ° ° d ' EMBEDMENT SEE NOTES 3 7 SHEET 1 { BACKER ROD a 1/4" MAX. & APPROVED SHIM SPACE SEALANT ��}}o L� 3/16" TAPCON EXTERIOR 0 a 0 INTERIOR la I I O SILL TO BE SET O IN A BED OF NOTES: APPROVED SEALANT 1. INTERIOR AND EXTERIOR FINISHES,BYOTHERS, BACKER ROD Y. & APPROVED O NOTSHOWNFORCLARIT SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1/4- MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112 OPTIONAL 1X BUCK SHIM SPACE SEE NOTE 3 — 7 SHEET 1 —T SIGNED:07/21/2015 CONCRETEBYMASONRY 07HERS ° a VINYL 400OIRVINECOBBODR�IVEES, INC \\\"j�`\�jR 3rlra� PADUCAH, KY 42002 \+.•ti\G�N�'�'9if'i G SHORELINE SINGLE HUNG NON — IMPACT :,'*• 0 5 e' Q a FULLY REINFORCED 53" X 75" INSTALLATION DETAILS '��7AT �zr CGNCRETE/MASONTICAL ORSINSTALLA�ON DRAWN: owc NO. REV QR1t?Q: HEAD AND SILL SHOWN,JAMBS SIMILAR RILE DATE OSSHEET 6 C NTS 7j25/d7 6 OF 9 41 1/2" MIN. REVISIONS EDGE DISTANCE 3/4" MIN REV DESCRIPTION DATE APPROVED WOOD FRAMING EDGE DISTANCE A UPDATE TO 2007 FBC 01/06/09 R.L. OR 2X BUCK B REVISED NOTES 03/09/12 R.L. BY OTHERS 1 1/4" MIN. 1/4" MAX. EMBEDMENT METAL SHIM SPACE C REVISED INSTALLATION DETAILS 07/20/15 R.L. 1 I STRUCTURE BY OTHERS 1/4" MAX. APPROVED BACKER ROD SHIM SPACE SEALANT �� & APPROVED SEALANT O❑ O O❑ #10 WOOD SCREW S S OR SELL F DRRI LLING SCREW EXTERIOR EXTERIOR t INTERIOR Q INTERIOR o to I I I I SILL TO BE SET I SILL TO BE SET O IN A BED OF I O IN A BED OF O ❑ O APPROVED SEALANT O ❑ O 0 APPROVED SEALANT BACKER ROD BACKER ROD & APPROVED 1/4" MAX. & APPROVED SEALANT SHIM SPACE SEALANT 1/4" MAX. SHIM SPACE WOOD FRAMING METAL OR 2X BUCK � STRUCTURE BY OTHERS BY OTHERS !< SIGNED:07/21/2015 VERTICAL CROSS SECTION WOOD FRAMINGOR2SHOWN, KINSALLATIN HEAD AND SON METAL LLSHOWN,JAMBS SIMILAR E INSTALLATION VINYL 24P WINDOW IN CBBODRIVEES, INC `\\\`J.S� � 3 \c NOTES: SHORELINE SINGLE HUNG NON - IMPACT k•• 0 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, - FULLY REINFORCED 53" X 75" �• NOT SHOWN FOR CLARITY INSTALLATION DETAILS ��,'� OF !Q 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO. REV � [IiRIOP•�\� DESIGNED IN ACCORDANCE WITH ASTM E2112 / S G \ 08 sO0T1S9 CNAL1 SCALE NTS DATE 7/25/07 7 OF 9 2 1/2" MIN. —�{ REVISIONS EDGE DISTANCE REV DESCRIPTION DATE I APPROVED CONCRETE/MASONRY I A UPDATE TO 2007 FBC 01/06/09 R.L. BY OTHERS `° a' e ° B REVISED NOTES 03/09/12 R.L. a n ° 1 1/4" MIN. C REVISED INSTALLATION DETAILS 07/20/15 R.L. OPTIONAL 1X BUCK d ' ° ° 4' • EMBEDMENT SEE NOTES 3 - 7 SHEET 1 BACKER ROD 0 & APPROVED 1 MAX. SEALANT SHIM SPACE O3/16" TAPCON EXTERIOR INTERIOR Ot I I SILL TO BE SET O IN A BED OF APPROVED SEALANT NOTES: BACKER ROD 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, & APPROVED ❑ 0 NOT SHOWN FOR CLARITY. SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1/4" MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112 OPTIONAL 1X BUCK -1SHIM SPACE SEE NOTE 3 - 7 SHEET 1 SIGNED:0712112015 CONCRETE/MASONRY VINYL WINDOW TECHNOLOGIES INC \\1t1ilIIIIi BY OTHERS ° ° ° • a 2400 IRVIN COBB DRIVE \\\\\x$ FZ• CQ � PADUCAH, KY 42002 `�v•�\GEtiy.,pay SHORELINE SINGLE HUNG NON - IMPACT *4- T(;ArTeFO 0 •*=_ FULLY REINFORCED ETA X 75" � VERTICAL CROSS SECTION INSTALLATION DETAILS A0 . •�� CONCRETE/MASONRYINSTALLATION DRAWN: TWO N0. 6.tORIOP HEAD AND SILL SHOWN,JAMBS SIMILAR R.ISCAll NTS DATE 7/25/07 08 50018 90� 9 APPROVED REVISIONS SEALANT REV DESCRIPTION DATE APPROVED BEHIND FIN 1 1/4" MIN. A UPDATE TO 2007 FBC 01/06/09 R.L. #B WOOD I EMBEDMENT B REVISED NOTES 03/09/12 R.L. SCREW WOOD C REVISED INSTALLATION DETAILS 07/20/15 R.L. FRAMING BY OTHERS 7/16" MIN 1/4" MAX. EDGE DISTANCE SHIM SPACE 0�0 �Q 0 0 EXTERIOR I INTERIOR I 0 0 o� 1/4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE NOTES., #8 WOOD WOOD 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. SCREW FRAMING 2. PERIMETER AND JOINTSEALANT BY OTHERS TOBE 1 1/4" MIN. BY OTHERS APPROVED EMBEDMENT DESIGNED IN ACCORDANCE WITH ASTM E2112 SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED:0712112015 HEAD AND SILL SHOWN,JAMBS SIMILAR VINYL 2400oIRVINEC BBODRIIVELOGIE$, INC ` R!!Lp7 PADUCAH, KY 42002 vJ•��C�Ns,�9s!� SHORELINE SINGLE HUNG NON - IMPACT 0- FULLY REINFORCED 53" X 75" INSTALLATION DETAILSTAT E OF DRAWN: DWG NO. REV SALE DATE 08 500159 C NTS 7/25/07 9 OF 9 10/23/2020 Florida Building Code Online a n • x ftl , BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search 01101dak ;, Product Approval ,•s " USER:Public User !Zi . 9 Product Approval Menu>product or Application Search>Applicatl,Qn List>Application Detall f FL# ' F�C7883-Ri�4~* Application Type Revision_ Code Version C20"�— "'��-� Application Status pproved —.�: *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived F 1. Product Manufacturer VI Win Tech Address/Phone/Email 2400 Irvin Cobb Drive Paducah, KY 42003 (270)538-4431 swheeler@viwintech.com Authorized Signature Steven Wheeler swheeler@viwintech.com Technical Representative Steve Wheeler Address/Phone/Email 2400 Irvin Cobb Dr Paducah,KY 42003 (270) 538-4431 swheeler@viwintech.com Quality Assurance Representative Ronnie WIlliams Address/Phone/Email 2400 Irvin Cobb Dr Paducah,KY 42003 (270)538-4437 rwilliams@viwintech.com 1 Category Windows =v-L- Subcategory Horizontai`Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I,S.2/A440 2005 ASTM E 1996 2005 ASTM E1886 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7883 R14 Equiv 511020A-EQ.pdf https://floridabuilding.org/pr/pi app_dtl.aspx?param=wGEVXQwtDgtLGbvibigXOy8tOtWiHrik4Z5eFYTOezdlVCnjt7Gimg%3d%3d 1/2 10/23/2020 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 04/12/2019 Date Validated 04/14/2019 Date Pending FBC Approval 04/19/2019 Date Approved 04/19/2019 Summary of Products Fli.# Model,Number or Name Description 7883.1 SL 3100 i SG 7463 ShoreLlne 3100 Single Glider(Horizontal Rolling)Window, Impact,XO or OX. Fixed-Operating or Operating-Fixed panels. Jamb, Fin,Flange install. HS-050 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL7883 R14 C CAC N1008084.01-RI0.pd Approved for use outside HVHZ:Yes FL7883 R14 C CAC NI008084.02-R9.p�df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 05/31/2023 Other.,WHEN USED IN THE HVHZ'FRAME COLOR TO BE Installation Instructions WHITE AND OUTER GLASS PANE TO BE SAFETY GLASS.WHEN FL7883 P14 II 08-00207F.Pdf USED 30FT OR MORE ABOVE GROUND LEVEL OUTER GLASS Verified By: Luis R. Lomas,P. E. 62514 PANE MUST BE SAFETY GLASS. FRAME MATERIAL TO BE RIGID Created by Independent Third Party: Yes PVC FROM VISION EXTRUSIONS LTD.,AAMA CERTIFIED (VEX- Evaluation Reports 1).GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS FL7883 R14 AE 511020Fpd OF THE FLORIDA BUILDING CODE ACCORDING TO MIAMI- Created by Independent Third Party:Yes DADE NOA FOR KURARAY INTERLAYERS. 316'0 SE 7463 -Shoreline'P VC.,�:l ng Ile.GliderNbri Impqct,Eully reinforced _limits_of_U_se Certification Agency Certificate�'— e Approved for use in HVHZ: No i FL7883 R14 C CAC NI008097.01-R8&df Approved for use outside HVHZ:Yes FL7883 R14 C CAC NI008097-R7.p f Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 05/31/2023 Other: FRAME MATERIAL TO BE RIGID PVC FROM VISION Installation Instructions EXTRUSIONS LTD.AAMA CERTIFIED(VEX-1). FL7883 R14 11 08-00162D.pd Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL7883 P14 AE 510281D.1ad Created by Independent Third Party: Yes Contact Us::2601 Blair Stone Road,Tallahassee Ft.32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer, o ' ht 2007-2013 State of Florida.::RtimaW Statement_ ::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email addresk 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: WEI No 99 0 Credit Card Safe https://fioridabuilding.org/pr/pr_app_.dtI.aspx?param=wGEVXQwtDqtLGbvibiqXOyBtOtW!Hrik4Z5eFYTOezdlVCnjt7Gimg`/*3d`/`3d 2/2 REVISIONS REV DESCRIPTION DATE I APPROVED D REVISED ANCHORS 02/05/18 R.L. NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 REQUIREMENTS OF THE FLORIDA BUILDING CODE. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY INSTALLATION DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,000PSI MINIMUM. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF 19. APPROVED CONFIGURATIONS: OX, XO. THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14, FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0210512018 vIWIN TECH 2400 IRVINWS NDCO BB ARID DOORS \``\\\S R"Lo I/��i PADUCAH, KY 42003 3100 SHORELINE PVC SINGLE GLIDER NON—IMPACT *• 0 5 *� FULLY REINFORCED 74" X 63" NOTES E OF TABLE OF CONTENTS DRAWN: DWG NO. REV %��s �OR�Q�i•��\�� SHEET NO. DESCRIPTION BALE DATE 08 500162 D 1 NOTES NTS 06/03/07 1 OF 6 2 ELEVATIONS L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1 432 WO OOFORD RD LEWISVILLE,NO 27023 3 — 6 INSTALLATION DETAILS 434-688-0609 Alomw@lAomaspe.com FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED D I REVISED ANCHORS 02/05/18 R.L. 74" MAX FRAME WIDTH 74" MAX FRAME WIDTH 12 1/2" 12 1/2" 6" MAX MAX O.C. 6" MAX 6" MAX MAX O.C. 6" MAX 6" MAX 6" MAX 13 1/2" OMAX 0� O X 63" MAX FRAME 63" HEIGHT MAX / FRAME / HEIGHT 6" MAX 6" MAX 3100 SHORELINE PVC SINGLE GLIDER(SL3100 SG 7463) SHORELINE 3100 SINGLE GLIDER EXTERIOR VIEW EXTERIOR VIEW FRAME INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING #45.OPSF NONE NOTES: SIGNED:0210512018 1. MAXIMUM SASH SIZE: 36 1/4" X 60" 2. MAXIMUM D.L.O.: 33 3/16" X 57 7/8" VIWIN 2400 IRV TECH I NDCOOBB WS ARID DOORS \\\\J\5 R)!L!0 PADUCAH, KY 42003 ENS 3100 SHORELINE PVC SINGLE GLIDER NON-IMPACT FULLY REINFORCED 74" X 63" ELEVATIONS 4::01 �` DRAWN: DWG N0. REV 'j%" '�CORVOP G\\\ HARDWARESCHEDULE SCALE DATE 08 SHE T7 62 D ��gs�ONA A (1)METAL SPRING LOADED LOCK B'FROM EACH END OF ACTIVE MEETING STILE NTS O6/03/07 2 OF 6 B. (1)METAL INTERLOCKING TILT LATCH AT TOP OF STILES L.ROBERTO LOMAS P.E. C. (1)EXTRUDEDALUMNUMREINFORCEMENTBARATACTIVEPANELMEMBER 1432WOODFORDRDLEWISVIUE,NC27023 Luis R. Lomas P.E. D. (1)EXTRUDED ALUMINUM REINFORCEMENT BAR AT FIXED MEETING STILE 434-688-0609 Alomas�Momaspe.cam FL No.: 62514 41 REVISIONS REV DESCRIPTION DATE APPROVED D REVISED ANCHORS 02/05/18 R.L. 1/2" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT 1 1 1/4" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE BACKER ROD 1/4" MAX. & APPROVED SHIM SPACE I SEALANT O 1/2" MIN. � � O EDGE DISTANCE INTERIOR O c� 0 #8 WOOD SCREW � #8 WOOD p o SCREW O O O WOOD FRAMING �o OR 2X BUCK BY OTHERS o EXTERIOR INTERIOR BACKER ROD EXTERIOR & APPROVED SEALANT I — JAMB INSTALLATION DETAIL Q SILL TO BE SET WOOD FRAMING OR 2X BUCK INSTALLATION " O IN A BED OF APPROVED SEALANT BACKER ROD & APPROVED 1/4" MAX. SEALANT 0 SHIM SPACE NOTES., 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. WOOD FRAMING _T 2. PERIMETER AND JOINTSEALANTBY OTHERS TO BE OR 2X BUCK DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS SIGNED:02/05/2018 vIWIN TECH 2400 IRVI NDCO BB WS oRID DOORS \`` R '1'!p / PADUCAH, KY 42003 `w�XCENs%I,'9s!� VERTICAL CROSS SECTION 3100 SHORELINE PVC SINGLE GLIDER NON—IMPACT WOOD FRAMING OR 2X BUCK INSTALLATION —� FULLY REINFORCED 74" X 63" � FRAME INSTALLATION DETAILS TAT OF DRAWN: DWG NO. REV %'�►•'�1pR10P �� R.L. 08-00162 D SCALE NTS I DATE 06/03/07 SHEETS OF 6 ///itNA11 `�� L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEMSVILLE,NC 27023 434-08-0609 Alamas@lWdmaspe.mm FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED D REVISED ANCHORS 02/05/18 R.L. 9/16" MIN EDGE DISTANCE 1/4" MAX. 1/4" MAX. METAL SHIM SPACE STRUCTURE SHIM SPACE BY OTHERS l APPROVED 9/16" MIN—. 0 SEALANT EDGE DISTANCE INTERIOR o --.--- -'- ---'-- -- - - - - - .. --- --- -------'--- ----- —. -� -.---._---- -- - ------- ------ '- ------ #8 SMS-OR - -#8--SMS-OR C� - - SELF DRILLING SELF DRILLING SCREW SCREWS O O METAL STRUCTURE BY OTHERS BACKER ROD EXTERIOR EXTERIOR INTERIOR & APPROVED SEALANT I JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION O SILL TO BE SET O O IN A BED OF El APPROVED SEALANT BACKER ROD & APPROVED SEALANT 0 1/4" MAX. NOTES: SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, METAL NOT SHOWN FOR CLARITY. STRUCTURE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BY OTHERS DESIGNED IN A CCORDANCE WITH ASTM E2112 SIGNED:02/05/2018 VIWIN TECH WINDOWS AND DOORS \\0111IQII//// VERTICAL CROSS SECTION 2 PADUCAH K0B42003 DRIVE ��rJ`C'�GENip'�9ci+' METAL STRUCTURE INSTALLATION \' F 3100 SHORELINE PVC SINGLE GLIDER NON-IMPACT _fir 0 1 *� FULLY REINFORCED 74" X 63" '�u �� FRAME INSTALLATION DETAILS p TATEE OF DRAWN: I'D. S W 08 500162 REV �i��'�/S/► '�clNpARjALE NTS DATE T � 4 OF 6 L.ROBERTO LOMAS P.E. P Lomas .E. 1432 WOODFORD RD LEWISVILLE,NO 27023 LOTS R.FL No L as 434-666-0609 rllomas@lr/amaspe.wm REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2" MIN. D REVISED ANCHORS 02/05/18 R.L. CONCRETE/MASONRY EDGE DISTANCE BY OTHERS a ° ° 4. e ° ° 1 1/4" MIN. 1 1/4" MIN. 1/4" MAX. OPTIONAL 1X BUCK ° a' ° EMBEDMENT EMBEDMENT SHIM SPACE SEE NOTES 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS v BACKER ROD 1 4 MAX. & APPROVED a SHIM SPACE OPTIONAL 1X3BUCK ° SEALANT SHEET 1 0 3/16" TAPCON 3/16" TAPCON °°v INTERIOR ° o 2 1/2" 0 O MIN. EXTERIOR EDGE a _ INTERIOR DISTANCE ° �o I O O SILL TO BE SET ° BACKER ROD EXTERIOR BACKER ROD ❑ IN A BED OF & APPROVED & APPROVED APPROVED SEALANT SEALANT SEALANT 1/4" MAX. JAMB INSTALLATION DETAIL OPTIONAL 1 X BUCK SHIM SPACE SEE NOTE 3 - 7 0 CONCRETE/MASONRYINSTALLATION SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, CONCRETE/MASONRY NOT SHOWN FOR CLARITY. BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 4 ° ° DESIGNED IN ACCORDANCE WITH ASTM E2112 as ° ° SIGNED:02105/2018 a VIWIN TECH WINDOWS AND DOORS `` %jillUlu//�� 2400 IRVIN COBB DRIVE `\\\J\ p4j 5'R ,L ��/� PADUCAH, KY 42003 `v�•%GENy,,9s�-� VERTICAL CROSS SECTION 3100 SHORELINE PVC SINGLE GLIDER NON-IMPACT *• 0" *= CONCRETE/MASONRY/NSTALLATION FULLY REINFORCED 74" X 63" �,Q• _ FRAME INSTALLATION DETAILS ��ppF •�` DRAWN: DWG N0. REV i�/� •;c�QR�O••\ SALE DATE 08 500162 D !/ L,��\\\\ NTS O6/03/07 5 OF 6 L ROBERTO LOMAS P.E 1432 WOODFORD RD LEWISV Luis R. Lomas P.E. ILLE,NC 27023 FL No as 434-688-0609 Alomas@lAomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED D REVISED ANCHORS 02/05/18 R.L. APPROVED SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT WOOD F �{ 1/4" MAX RAMING #8 WOOD WOOD BY OTHERS I SHIM SPACE SCREW FRAMING BY OTHERS 1/4" MAX. #8 WOOD SHIM SPACE SCREW INTERIOR 7/16" MIN EDGE DISTANCE 1 1/4" O O MIN. EMBEDMENT ---- -- O O Fl O o 0 APPROVED SEALANT BEHIND FIN �o O O 7/16" MIN o 0 EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK INSTALLATION I I I O 0 0 ❑ ❑0 NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 1/4" MAX 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SHIM SPACE DESIGNED IN ACCORDANCE WITHASTM E2112 SIGNED:02105120i8 7/16" MIN VIWIN TECH WINDOWS AND DOORS \\\\5 R i�p�z/i/:. EDGE DISTANCE 2PADUCAH, KY642003 rEM DRIVE \\\J\� �'�9/��.r #8 WOOD WOOD `�!:b\�+ SCREW FRAMING 3100 SHORELINE PVC SINGLE GLIDER NON—IMPACT 0 1 = 1 1/4" MIN. BY OTHERS FULLY REINFORCED 74" X 63" -,b� APPROVED EMBEDMENT FIN INSTALLATION DETAILS =�0 4 BEHINDSEA�FIN VERTICAL CROSS SECTION NT DRAWN: DWG NO. REV 0►tS:CZ. CQRVOQ:G\\: WOOD FRAMING OR 2X BUCK INSTALLATION SALE DATE os soa�i6z D ////S�ONA11��\x NTS 06/03/07 6 OF 6 L.ROBERTO LOMAS AE 1432 WOODFORD RD LEMSV Luis R. Lomas P.E. ILLE,NC FL N o Lomas 434.6W-O609 Alomas@hlomaspe.aom i 10/2312020 Florida Building Code Online lit M. BCIS Home Log In I User Registration Hot Topics I Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map, Links Search! Florida I Product Approval USER:Public User 8�.a<b�ay�twll7 Product Approval Menu>Product or AD_plicatlo�Search>gpplicatlon List>Application Detail FL# T FLZ51=R32 Application Type Revision— Cade Version 201Z __- Application Status ttby' DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived [ Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Authorized Signature )ens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller,P.E. Address/Phone/Email 1070 Technology Dr N Venice,FL 34275 (941)486-0100 Ext21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors~ Subcategory Sliding-Exterior-Door Assemblies; Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/27/2020 Date Validated 02/10/2020 Date Pending FBC Approval https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrIFWoGgQjs4gJkxUg%3d 1/3 i 10/23/2020 . Florida Building Code Online ^ Date Approved 02/10/2020 ' Summary of Products FL# Model,Number or Name Description 251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use i Certification Agency Certificate Approved for use outside HVHI:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2025 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 11 19-1126.0l.pd (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use outside HVHZ-.Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2025 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R32 11 19-1126,02,pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2024 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-0130.02.p!if (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing,information, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD-770 (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2025 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 11 19-1126.03.p-cLf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing;Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 SGD-7�01[P(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use outside HVHZ:Yes Quality Assurance Contract E�piration Date Impact Resistant:Yes 03/24/2025 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade Cobnty Notice of Acceptance FL251 R32 II 19-1126.04.p_df- (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2025 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-1126.05.pd (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing,Info rmation. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: https://flo(idabuilding.org/pr/p�_appjtl.aspx?param=wGEVXQwtDqsEt2PTand5bm5ECcrIFWoGgQjs4gJkxUg`/�3d 2/3 � 10/23/2020 Florida Building Code Online 251.7 SGD-780 (Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 17042004.pff Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant-Yes 08/02/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 II 17042004.p_d_f (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R32 C CAC 19-0219,11-pff Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2024 Design Pressure: N/A Installation Instructions Other., Please see Miami-Dade County Notice of Acceptance FL251 R32 II 19-0219.11.pd (NOA)for product performance Information,anchorage details, Verified By: Miami-Dade BCCO-CEP and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: .25-1-.9--j-SGD-5470-(Non-Im Ct).___7.---.Vin Limit of— s�e ' -Cir—tifliafio—nWgency Certificate-- Approved for use In HVHZ:Yes FL251 R32 C CAC 17042007.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 Design Pressure: N/A Installation Instructions Other; Please see Miami-Dade County Notice of Acceptance FL251 R32 II 17042007,pd (NOA)for product performance Information, anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ-Yes FL251 R32 C CAC 17042006. df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R32 11 17042006.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back [N.-I Contact Us::2601 Blair Stone Road,Tallahassee EL 32399 Phone:850-457-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::ELIvacy Statement i:AccessiblIlly Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850,487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 0 F-0-1 ME M Credit Card safe hftps://floridabuilding.org/pr/pr_app__dtl.aspx?param=wGEVXQwtDqsEt2PTand5bm5ECcrlFWoGgQjs4gJkxUg%3d 3/3 MIAMI-DADE M1AMI-DADS COUNTY PRODUCT CONTROL,SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wN"v.miamidade.eovreeonom PGT Industries,Inc. 1070 Technology Drive, North Venice,M.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below,The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11547011 Vinyl Sliding Glass Door(Reinforced)-N.I. APPROVAL DOCUMENT: Drawing No.SGD-5470,titled"Vinyl Sliding Glass Door NOA(NI)",sheets 1 through 21 of 21,prepared.by manufacturer,dated 10/05/15,with Revision A dated 04/05/17,signed and sealed by Anthony L.Miller,.P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices,complying w/FBC,as applicable are required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. , ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-1210.02 and consists of this page 1, and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. i NOA Na. 17-0424,07 MTAM!DAD1:C0t1N iYZ; Expiration Date: April 21,2021 r 5 Approval Date: September 28,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA X6. 11-0107.09) 2. Drawing No. SGD-5470, titled"Vinyl Sliding Glass Door NOA (NI)", sheets I through 21 of 21,prepared by manufacturer,dated 10105115,with Revision A dated 04/05/17, signed and scaled by Anthony L. Miller,P.E. B. TESTS 1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.-,Test Report No. FTL 6637(samples A-1 thru A-5), dated 11/19/10, signed and sealed by Jorge A. Causo,P. E. (Submitted under NOA No. 11-010 7.09) 2. Additional test report No. FTL 6638 (samples A-I thru A-22)per TAS 201/203-94, issued by Fenestration Testing Lab,'Inc., dated 11/19/10, signed and sealed by Jorge A. Causo,P.E. (Submitted tinder NOA No. 11-010 7.04) 3. Additional test report No.,FTL 8717,issued by Fenestration Testing Lab, Inc., dated 12/07/15, revised on 02/15/16 and 0/24/16, signed and scaled by Idalmis Ortega,P. E. (Submitted tinder NOA No. 15-1210.01) 4. Additional test report No.iFTL 8546 issued by Fenestration Testing Lab, Inc., dated 11/06/15, revised on 01/04/16 and 02/11/16,signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) 5. Additional test report No.'FTL 8547 issued by Fenestration Testing Lab,Inc.,dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) 6. Additional test report No.FTL 8548 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega,P. E. (Submitted under NOA No. 15-1210.01) 7. Additional test report No. FTL 8549 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 12/04/15 and 02/11/16, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-1210.01) 8. Additional test report No. FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16,signed and sealed by Idahnis Ortega,P. E. (Submitted tinder NOA No. 15-1210.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared by PGT, dated 12/09/15 and last revised on 02/15/16, signed and scaled bV Anthony L.Miller, P.E. (Submitted under NOA N6. 15-1210.02) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0420.07 Expiration Date: April 21,2021 Approval Date: September 28,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS (continued) 2. Glazing complies with ASTMS-1300-0, -04 &-09. D. QUALITY ASSURANCE 1, Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1, Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their"White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15,expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16,expiring on 12/29/21, 3, Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their"Brown Coated (Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15,expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA,Inc. for their"TAN 3040 and Lighter Shades(Non-White)Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 02/04/2 1. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20, 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA,Inc. for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTMS-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-010 7.04) F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014)and FBC-61h Edition(2017), issued by manufacturer,dated 08/14/17,signed&sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,signed& sealed by Lynn Miller,P.E. 3. Letter of lab compliance,part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-1210.62,issued to P'GT Industries,for their Series"547011 Vinyl Sliding Glass Door(Reinforced)—NJ.", approved on 03/0316 and expiring on 04/21/21. Jorge M.Plasencia,P.E. rp6duct Control Unit Supervisor NOA No.17-0420.07 Expiration Date: April 21,2021 Approval Date: September 28,2017 E-2 SERIES 5470, NON—IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: IMPACT RATING Min. d Min. NOT RATED FOR MISSILE INCLUDING POCKETS&900/1350 CORNERS soup Anchor sebabat. Fmm•M•mb.r Ble Dimrw Embedmont IMPACT RESISTANCE a GENERAL NOTES: (sc-o ss) p4mak WIT tar° DESIGN PRESSURE RATING 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 1U, a12,.teal SMS(6b]or 'u "i"1°"• wetusyuJamb am yr 2 DESIGN PRESSURES: 00 S.S.SMs 12a•min.traamou pdmak am• yr SEE TABLES 1,2&B1,E12 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (min.t t thmadaM) Stmi,AW FASNSIlWamb M. DAW ON SHEETS 7&8A MOW mkt.tNcknns P4mok era• 0Aao• B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. SIMI Stud,A852 Gr.89' wadfS[Wamb yr 0.071• 4Oa C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. .071'mkt thkkmo4a p4mok 3w ao7t• 4 Cie. 3 ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, W t3 o Utmun P.T.SOWum Pone Je b 1• tam' sc•o. P.hoox r tare• INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS p,7,soudmm pros wemauyJmmb t• tare• SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). v4•t9co 410 s s.raemR•a ay too Pak v tam• 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. B OIZ ema rood so"(05) P.T.Somhem Fine R•adr9IIVJamb WIT tam• 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. sr�o• r t 6 NC REFERENCES(NOAS):ELOO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOAS,ENERGI FENESTRATION Canema "KEN- oaook 1• tam• mm.zea waaraeuJ.mb tarts• tam• SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES Vr Elco Ultra= Unemubd CMu. Jamb 1• 1-v4• (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA P4mk 1• 1414' REFERENCES(TEST REPORTS):FTL-6337,6338,8646.8649,8652,8717,8968&8970.EXOVA-1 D-002-792(A)&10-006-10231; unamuad CMU. Jamb I'vIr t-va• CAMBRIDGE 535753-09; 114•Eleo 4to Ss.Cmmgoa W&W p4mak taw• t-tw GENERAL NOTES......._....1 C ttnom. wadrswJamb ta/te taw• EXAMPLE CONFIGS..........2 -- THIS -HAS BEEN DESIGNED.&TESTEDTOCOMP_LY__WITHTHEREQUIREMENTS,OF_TYE.FBC,_INCLUDIN_G__THE__ __mktasato --P-rwok--r___tart-- HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI concrale wedrSNAmb 1.1r2 tart INSTALL DETAILS..— 38—-' -- FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR Iffin,2.22ke P-Imok t-trr Cara• DP/ANCHOR TABLES........7-8 PLASTICS,(COMPONENT REQUIREMENTS). 1/a•�tG t r unom�CMUC-M, t fi� r '_'r4. EXAMPLE.........ILS.............1 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE P.T.Sootham Pin• wadrSyyJamb 1• tam• GLAZING DETAILS........_..1D 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAYBE SUBSTITUTED. c-miis la I1vV ANCHOR LOCATIONS.......11-16 10)THE 6470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. coea•a adrau Jamb 2.1/4• tart PANEL TYPES..................17 thr Eicoukraoon ndn.2.85 k*0 Rhook 24W tam• EXTRUSIONS........._......._16 ANCHOR NOTES: unpmu4d CMu, Jamb 2N2 1-11a' ACCESSORIES.. 19 1 FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY D aTM ceo Rtro 2- 1-tw SCREEN DETAILS.............20 Coneat. w■d/suWarrb 2-11r taw• APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE mt%3.35 ke PAook 2-11 tare• PARTS LIST........................21 REQUIREMENTS. v4•Etoo4to S.S.cmmFra unma and CMU, Jemb 2t/T taH• 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. AS7M cao P hook 2-1/r t-tw' PRODUCT n REVISED 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2-THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO as0mnplGodewith the Florida IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA NOA-No. 17-0420.07 GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. E piratlon Date 04/21/2021 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. sy 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED mlam Da duet control BY THE AUTHORITY HAVING JURISDICTION. 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, NON-METALLIC GROUT,MAX.1/4•THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Materitil Min.Fy 117712 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Steel Somw 92 Itsl SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUTAND WOOD SUBSTRATE, CODES/STANDARDS USED: 410 Sam 90 kal OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2317 FLORIDA BUILDING CODE(FBC),6TH EDHION ElcoAW Atw@ 57 ka) •2014 FLORIDA BUILDING CODE(FBC),6TH EDITION Eleo UtnCons 155 ksl INSTRUCTIONS: •ASTM E13o0-w 410 SS Ult CmteFiex® 1155 kaI 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION 8SS EkoItm teFle 17 k•ALUMINUM DESIGN MANUAL,ADM-2015 THE SLIDING GLASS DOORS MAYBE DETERMINED FROM DESIGN PRESSURE TABLES!OR 2, •A151510012 AA' Steel 36 kal � QNLYA �4'��i DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. •RISC 360-10 Gr.33 steel Stud 33 ksl 45 kdi �� 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 _= No E8705 - 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM GENERAL NOTES 4 J ROSOWSKI q;p l 11 EDGE DISTANCE %�.O'•. TE ? 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2).VERIFY THAT THE OPENINGS REQUIRED Ewa LLOPo�SERVEMD its•we UPDATED TO FBC 2017,VINYL MFG• 04/05/17 '.TICS ''...... DESIGN PLRESS URE PER IS ET OR EXCEED OF D.USE SHT�ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DR a�� rrJSiO�1 It ;``�` N.VENICE,FL 34276 6 ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941}480-1600 A LYNN by RE rrxr.o aUm.wUsma SGD-5470 NTS 1 OF21 i MD-5470.0 99 A p,usa7mro, f j MAX.UNIT WIDTH MAX,UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MOM.PANEL WIDTH MOM.PANEL WIDTH MOM.PANEL WIDTH MOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 4 MAX.UNIT / �� MAX.UNIT n2-PANE-L MAX.UNIT �� MGHT9HEIGHT HEIGHTHEIGHTPER TABLES 1&2 PER TABLES 1&2 �� PER TABLES 1&2 aor PERI If �x TABLESI&2J J �� J14'ANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS ONS CON MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH MOM.PANEL WIDTH 4 I MOM.PANEL WIDTH E I PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 �— i UNIT e g MAX.UNIT ' / MAX.UNIT / ° HP RHT z HEIGHT / I0- HEIGHT ' ¢ �" TABLES 1&2 / PER TABLES 1&2 / i PER TABLES 1&2 raker J J 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS CORNER,TYP. OUMM00MMRSN01' lW0E00I AGN6M PRODUCT REVISED MAX.UNIT WIDTH MAX.UNIT WIDTH —aompl&g with the Florida Building dodo MOM.PANEL WIDTH MOM.PANEL WIDTH NOA-No. 17-0420.07 PER TABLES 1&2 PER TABLES 1&2 F�plration Date 04/21/2021 jT� 1 1 a I �& BY MAX.UNIT ' ' MAX.UNIT Miamwar Produet control HEIGHT HEIGHT �^ PER TABLES 1&2 // / / / / / / �: PER TABLES 1&2 / / / // // / L , ,/ ,acmr ,/ 7-PANEL CONFIGURATIONS B-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=MOM.PANEL WIDTH-8-9116' 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-/16" \%Ntti t YIL t i��,�' LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXP,pXXXX OR XXXXp.OXXX IN "p"=PS T DLO HEIGHT=DOOR HEIGHT-11-1/16° `�` ,rON......... POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2' �� uOEN4F 2)80'&135"CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 _ i4 t NO.58705 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS lh; J ROSOWSKI REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ��.ct s DETAIL LETTER corrluDNrezon rcreiDusrrues.mc NO CHANGES THIS SHEET. ��04/05/17 ALL RI(#IT9 RESERVED ♦ •'•. RIOA•, 4)FOR MOM.PANEL WIDTH,SEE TABLES 1&2. ® 1070 TECHNOLOGY DR '',,S/ONAL N.VENICE.FL 34275 6)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' SHEET NUMBER (941)-00-1600 A.LYNN MILLER RE car oFAum aa�G SGD-5470 NTS 2 OF 21 MD-5470.0 $ A P.Bq 58705 I DETAIL Al DETAIL BI METAL TYP.,SEE ANCHOR ASTRAGAL DETAIL C1 DETAIL Dfl NOTE 4,SHEET 1;MIN.OF 3 INTO FACING A PI rxr. INTERLOCK INTO mE-rAL::] T BEYOND THE CONCRETE/CMU PER THREADS ANCHOR REQUIREMENT FRAME WIDTH 1W MAX REWIRED IF DOOR TYP.ANCHOR TYPE, 04 MAX 28'0.C. HE(GHTISOVER96" 91 21 tB EMBEDMENTAND 22 EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE 71 TABLE A,SHEET 1& Lf 00 DAYLIGHT 10 INMRIOR 2B NOTE 3,MOW OPENING 25 8 o I WIDTH EMBEDMENT 3 -EDGE (4)THRU KEEPER@ MAX EDGE 82 S5-O.C.SEE SHEET 19 DISTANCE;,- -j 2S 26 EXTMIOR DISTANCE SEE NOT S. 94 206 25 77 FSSEE NOTE e,THIS SHEET 1W MAX ILL IXOR WOOD THIS SHEET SEENOTEO, BUCKSTRIP.SEE SEE NOTE 13,THIS SHEETe U12 THIS SHEET 48 X 3IN'SMS REINFORCEMENT SCREW.,7 EMBEDMENT ANCHOR L_NOTE -j— TYP.ANCHOR TYPE, PLATE AT - 03 PER STILE,LOCATED AT CENTERLINE AND 6'. EMBEDMENTAND EVERY HORIZONTAL SECTION(XXX SHOWN) 9"8 12-FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR - SUBSTRATE,SEE LOCATION DETAIL C2 pgyA!m DETAIL B2 TABLE A.SHEET 1& VAL I DETAIL A21 I INTERLOCK I I INTO MASONRY I ASTRA NOTE 3,BELOW REWIRED IF DOOR EMBEDMENT FRAMING,SEE ANCHORDAYLIGHT HEIGHT IS OVrR W 2X WOOD BUCKSTRIP OR 21 91 1/4'MAX. NOTE 3,SHEET I PRODUCT REVISED 22 EDGE as comp y ng w o Florida W 10 Id ng 11d, TYP.ANCHOR TYPE, SEE NOTE 6,THIS SHEET 7 DISTANCE 17-0420.07 Fxplmtion Dato 0412112021 EMBEDMENTAND 28 27 (&2-0)D 25 EDGE DISTANCE PER---/ d 03 23 a TYR ANCHOR TYPE, I I By SUBSTRATE,SEE EMBEDMENTAND p q Mfa.r-Da roduct Contfol TABLE A,SHEET 1& 31 r EDGE DISTANCE NOTE 3,BELOW I N PER SUBSTRATE, SEE TABLE A.SHEET I&NOTE 3,BELOW EDGE 4)THRU KEEPER @ MAX I FXTEFUOR DISTANCE 3.6-O.C.,SEE SHEET 19 PANEL WIDTH 1/4'MAX C.01NICRETEIGMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) FIXED PANEL CUP& INTERIOR OR NOTES ANCHORS,SEE EXTERIOR DIRECTION. LYNIV o ......... 'A' 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. REINFO -,EMEUrTYPES(SEE NOTES,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. � 2)REFER TO ANCHOR NOTES,SHEET 1, FORALLLOCKSTILES,� 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,RXED I No.58705 JAI ANCHOR QUANTITIES,SEE TABLES I&2- SnLES AND VINYL SLIDING GLASS DOOR NOA(NI) 10/0&15 HORIZONTAL RA � 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL INSTALLATION,HORIZONTAL X-SECT. -j k, 1d J ROSOWSKI3 11 FRAME ANCHOR LOCATIONS. --- -- - 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. pw IN FOR ALL RIGHYS RIMERVED COPYMHT02M7 DUS7RIES,INC. NO CHANGES THIS SHEET. — 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DR 9 p m THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD N.VENICE,FL 34275 — —7)SEE SHEET 20 FOR SCREEN DETAILS. (94*480-16 F21 jj9j MD-5 A.LYNN MILLER,P. CLRT.OF AUTH. ..IrSGD-5470111 NTS 111 30 4 P.E-#687M ETAIL E3 DETAIL El TYP.ANCHOR TYPE,EMBEDMENT IL DETAIL E4 OADE APPROVED MULLION,FSC I d I INTO MASONRY INTO METAL I %VTOM&SONRY AND EDGE DISTANCE PER I INTOW001) COMPLLANTALLIMINUM/STEEL IXBU.,.P SUBSTRATE,SEE TABLE A.SHEET FRAMING OR STEEL STUD.MAY I&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP!OR TYP.ANCHOR TYPE,EMBEDMENT FRAMING CONCRETEICMU[PER HE VERTICAL OR HORIZONTAL CONCRETEfCMU EDGE NOTE 3,SHEET I SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, SEE 'T PERANCHOR DISTANCE EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET I z A`TABLE DISTANCE DISTANCE REQUIREMENT E EDGE DISTANCE I , I. . . 't E! DISTANCE EMBED- MENT EMBEDMENT EMBEDMENT EMBE DMENT 11/4"MAX 1/4"MAX, 1W MAX.F 1/,V MAX 114-MAX 1XOR2XWOOD BUCKSTRIP,SEE FTaYP.ANCHOR TYPE.EMBEDMENT AND ZTMTYP,MANCH0RTYPE,EMBEDMENT AND ,F ANCHOR NOTE 3, EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE 1 es 7 SHEET TABLE A,SHEET I&NOTE 3,THIS SHEET TABLE A,SHEET I&NOTE 3.THIS SHEET 33 NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. LOC 2)REFER To ANCHOR NOTES,SHEET 1. AM SPACING,M-FE-1 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&$PAC DLO WIDTH=NOM.PANEL WIDTH-8-0/1 v 0 nLE ANI) #8 X 31W SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES I&2. DLO HEIGHT=DOOR HEIGHT-11-1/16" HOPLIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM A IS REQUIRED AT' ANCHOR PLATE AT Rats CENTERLINE AND 9,FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-I&P EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING F SEE LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED FRAME HEIGHT SILL RISER a HEIGHT HEIGHT NOTED, EXACT DIMENSIONS. as u=Wln,x with tho Florida THSSHEET VARIES f REQUIRED NOA-Na 17-0420.07 POSITIVE Er 12021 pimuon Dato u4121 DESIGN Buz PRESSURE,SEE SHEETS .2190 r SnEFUOR. 61 62 7&8. -190 2.947 25 a 28 t-i r,P—.390 2.370 —1 #42 SHOWN 193 &404 4.041 w 1 42 ALSO APPLY .1 r—f 2.187 L JW MAX. L GROUTAS NEEDED SEE .060 .060— Coo ANCHOR NOTE ANCN(;iE 2 12 2-112"=TOTAL A S�SHEET I a IX'MAX. sSILL HEIGHT SILL RISER @(SILL RISER a SILL RISER a SILL RISER LY ""t , �O�..nfv , ("V TOTAL % ,f. .... ....4f, " Lk % . -,84-I'vMT 3-1/2'TOTAL (4-1/16-TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) EMBED- EMBEDMENT MENT (STANCE VINYL SLIDING GLASS DOOR NOA(NI) 10=115 TYP.AN INSTALLATION,VERTICAL tj J ROSOWSKI EDGE TYP.ANCHOR TYPE, R E� [CAL X-SECT. iw DISTANCE EMBEDMENT AND 2X SUCKSTRIP OR EMBEDMENTAN RG-7- 1�1104105/17 EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE NO CHANGES THIS SHEET. CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, PER ANCHOR SEE TABLE A. SE TABLE A. REQUIREMENT DETAIL F1 JbETAIL SHEET I&NOTE 3, N.VENICE,FL 34275 RE SHEET 1&NOTE 3, )-480-1600 jj�j MD-5470.0 1491A lr'rro MASONRY THIS SHEET INTO WOOD THIS SHEET (941 ezerse JISGD-547'0111 NT$111 4 OF 21 7] Nr RE lOR /�O 71 is (4)MAX I R 80 88(d MAX 3.5'O.C., i 2 25 28 37 98 MAX I&V O.C. IN'R-]tm 33 INTERIOR ,TER . 1,_ •„ ,�, H2 DEl•AIL 0r�o 78 �I11 ._.. E%TEILOR 89' P 93 (4)THRU KEEPER{{` MAXCORNER E10 0 w O.C.,SEE SHEET Is 0� 49 � 90° 4 b a 89 INTERIOR @ 26 OR'� c=ten —LJ MAX I85`O.C. �r--�Illtlnfr�t 25 28 �u EXTERIOR EXTERIOR DETAIL.G1 DETAIL HI MAX I8.8'O.c.94 0� I35• '� O 9n` An `� INSIDE CORNER O INSIDE CORNER EXTERIOR I TER R Ai (4)THRU KEEPER B9 E7UEM R 1 `r 98 @ MAX 3.8'O.C., . 1 1 r�� 1 SEE SHEEI.18 \* 70 4 2 o PRODUCT REVISED lyingg with the Florida d�l.�dJ L�1 NOA-Ng Godo NOA-No. 77-0420.07 expiration Gate 0412912021 ��O 136" 1J Gy Miami-Ga Protluet Control 2 NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR � 25 29 ,�. Op it ttL QUANTITIES,SEE TABLES 1&2. �`�1tL Y LY � 89 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR. �� ,�0�,....NN rrir� DEPENDING ON CONFIGURATION. ��;'Uc�sF { MAX 19 so c 93 t9 ,A VINYL SLIDING GLASS DOOR NOA(NI) jal 10105I15 (4)7HRU KEEPER MAx EXTERIORju-T i a s`o c.,sEE sHEEr i9� DETAIL G2 nv CORNER ASTRAGAL HORIZ.XSECT. 6 J ROSOWSKI 7� s '•T 135' rr�(l . fi(ORIDA 'G � COPYRIcaIr®wt,p(,T INOI18fR1E8,IhIC. NO CHANGES THIS SHEET. 04/05/17 r�Ss;••.•..�.....•. N OUTSIDE CORNER ALL RIGHi9 RESERVED rr�riOjvAlt�i�'�� 1070 TECHNOLOGY DR �� N.VENICE,FL 34276 941 BO 1600 A.LYNN MILLER,P.E. (PERT.OFALrm awe SGD-5470� NTS 5 OF 21 01 MD-5470.0 i A PAR587n5 t �. f -- __.,..... ..._ o�.__.._ DECAEI_11 - DETAIL 12 II OPTIONAL NON- INTO MASONRY SNro MrsQNRY 1 STRUCTURAL ti CONCRETE(CMU j ANCHORSFOR :i Q EDGE PER ANCHOR INTERIOR POCKET iNiEwaa ANCHORT TYP. YPE,EMBEDMENT DISTANCE, REQUIREMENT 81 28 27 AND EDGE DISTANCE PER i JAMB .• s3 SUBSTRATESEE, TABLE A SEE FIG 1. SHEET 1&NOTE 3,BELOW *:,A FIGURE�.mrtEw oats arPOCKEts: INTERIOR POCKETS MUST THIS SHEET INCLUDE A NON-STRUCTURAL, '• FOR DOOR HEIGHTS 96'AND LESS: FRAME JAMB TO REDUCE THE ; to ''• ANCHOR 31 q POSSIBILITY OF WATER a• zf ; INFIITRATlON. 114°MAX. EMBEDMENT i �•y-4 17 OPT. POCKET BY OTHERS,SEE NOTE 6 BELOW. :EMB •`- "` FOR DOOR HEIGHTS OVER 9fi" 4.�-. MENT�;.` OPT. \T3 114"MAX.JJ 21.9 ► ANCHOR SEE FIG 1, fo B7 S 9° MAX.O.C. TYP.ANCHOR TYPE EMBEDMENT CONCRETE/CMU TH SHEET S1 1 EDGE PER ANCHOR 28 27 AND EDGE DISTANCE P L DISTANCE REQUIREMENT SUBSTRATE,SEE TABLE A,SHEET 1 &NOTE 3.BELOW INTERIOR POCKET EXTERIOR POCKET a 91 2t TYP.ANCHOR TYPE.EMBEDMENT AND EDGE DISTANCE PER METAL TYP.,SEE ANCHOR NOTE SUBSTRATE,SEE TABLE A,SHEET 1 4,SHEET 1;ANCHOR LENGTH TO &NOTE 3.BELO BE A MIN.OF 3 THREADS BEYOND EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE FRAMING,SEE ANCHOR as complying with 4 0.01Florida DISTANCE NOTE 3.SHEET 1 NOA-No Code ' EDGE OPT.ANCHOR NOA-No. 17-oazo.o7 DETAIL t3 DISTANCE OPT.ANCHOR Ewration Date 0A12112021 INTO METAL EMBEDMENT I By 17 OFT � 17 mi.1906Product Cofi DETAIL I EMBEDMENT MAXMA q INTOWOOD 1/4"MAX. q � EXTERIOR R 10 SEEFIG1.31 c' V THIS SHEET SEE FIG 1. "" 28 Z7 . THIS SHEEzz T _ EXTERIOR- 21 at EXTERIOR POCKET �� Y'E}NN'�� EXTERIOR POCKETz*Q?: uo�vaF.'L per: NOTES VINYL SLIDING GLASS DOOR NOA(NI) 10/05N5 a se�a5 �`* 1)DETAILS APPLY TO 3 AND 4 TRACK CONFIGURATIONS. 2)REFER TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORM X-SECT. & J ROSOWSKI 3)SEE SHEET 13 FORANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES.SEE TABLES 1&2. 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS_ comaaRre2a17 rcrinrXtSiRres we NO CHANGES THIS SHEET. 04M/17 �'i�iS Wtion•.' C� �� 6)INTERIOR WALL OR CAVITY S NOT PART OF ISRIOR POCKETS APPLICABLE FAPPROVAL AND S TO BE DOR ALL INSTALLATION ESIIGNED BY OTHERS 1070 TECHNOLLOGY DR '',�s�t�i�A� AND REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 (941)"480.16W SGD-5470 NITS 6OF 21 6:9 MD-5470.0 i A I aLypu.N�PF' CEM,of nvn�.�axee i TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (br all approved coifturations on Sheet 2) Use this table br. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Astral Relnbroanalt#{29 or 84° 96" PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockstile Reinforcement#25 Or##28 8815/16'DLO Height 72-06/16°DLO HelgM 84 15116°DLA Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Std.Interlock Reinbreemerd#127 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE A I 8 I C A A I B 1 C 1 D A B C D CONSIDERED,SEE TABLE B1,THIS SHEET. Desigtr pressers +127.1/-127.1 pal I +120/-120 psf +1029/4029 psf #OF ANCHORS THROUGH THE HEAD 6 SILL(EX:FOR C3+1,3 ANCHORS 19-118" Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+t C3+1 C5+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24 DLO Jamb 5 5 6 5 5 5 8 5 5 5 6 5 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hcok 7 7 T 7 7 7 7 7 8 8 8 8 Design Pressure +108.3/-106.3psf +100.2/-100.2psf +8aw-653psf THE#OFANCHORSREQUIRED THROUGHTHEPHOOK 25.11W Head/SIII C5+1 1 C3+1 C3+1 C3+1 C5+1C3+1M C5+1 C3C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30" DLO Jamb 5 5 6 5 5 5 5 66 6 r tNklth P-hook 7 7 7 7 7-1 7 e 81 8 a DeslgnPiessure +929/-929psf +U..3/-87.3psf +73.8/-7a6psf --m —-31-1/8"- ==Head/Si0 06+1 C3+1 I C3+1 J C3+1 C5+1 C3+1 C3+1'C3+1 C5+1'C3+1 C3+1 C3+1 -- a DLO Width Jamb 5 6 8 5 5 5 6 5 b 1 5 8 5 — ----- - - - - - --- - — --- —- P-hook 7 7 7 7 7 7 7 7 8 8 8 8 DeegnPressum +78.4/-78.4paf +76L4/-7a4paf +658/-0SBpsf 37-IIW Head/8111 C5+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 42° DLO TABLE B1: Width Jamb 5 5 5 5 5 5 6 5 5 5 6 5 Water-Limited FIG 1: P-hook 7 7 7 7 7 7 7 7 8 8 8 a (+)Design Preswe OH LENGTH Des/gn pressroe +60/40psf +60/-60 psf +60/-W psi Sill Norm Sill Max.(+)DP 4311W Head/SII C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 05+2 C3+1 C3+1 C3+1 Riser He1gM Allowed DOORASSEMBLIF� �° tNbW Jamb 5 5 6 6 5 5 5 5 5 6 6 6 None 1-11/18• SeeNote2 � INSTALLED PRODUCT REVISED P ttook 7 7 7 7 7 7 7 7 8 8 8 8 42 2 U2" +38 7 psi = OVERHANG(OH)LENGTH IS as complying with the Florida y EQUAL TO OR GREATER THAN NuDA Code-No. 17-0420.07 43 3.1/r +80.0 psf O THE OVERHANG HEIGHT IS USED IN EXAMPLE ON SHEET 9 44 41/18• +80.0 paf EXEMPTED FROM WATER Expiration Date 04/21/2021 45 4.516" +100.0 psf INFILTRATION RESISTANCE. Dy Miaml-0a Product Control DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1116• `vvvvtil rrrrrr777 PANEL HEIGHT=DOOR HEIGHT-2-1/2• `��v`��ONENNN,��•,,� TABLE NOTES: 1� Ll VINYL SLIDING GLASS DOOR NOA(NI) 10/05/16 = ? NO.587.05 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP$ANCHOR QUANTITY TABLE 114-1 J ROSOWSKI 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL TEE RISER IS NOT REQUIRED.IF SO,+DWS SHOWN IN TABLE 1 MAY BE USED. copTRuxnoaotT POraswsrRlFa erc NO CHANGES THIS SHEET. 04105l17 3)SEE SILL RISER TYPES ON SHEET 4. ALL RIGHTS RESERVED 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR ";;0NALi 6)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 8 SEE SHEETS 11-16 FOR ANCHOR LOCATION$SPACING (941}4804600 SGD 5470 NTS 7 OF 21 � MD-5470.0 �i A A LYNN MILLER,RE CERT.OF--- B8 P.E71587M TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (far all approved corlguranotls on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Dcar Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A. Astragal Reinforcement#29 80• 84• 9G i 10a• 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Lockstile Relnbcemenf#25 68-15fl6•DLO Height 72-15f16•DLO Height 84-15/16°DLO Height 96-15f1W DLO Height 108-15/18"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE HD Interlock Reinforcement fY2a Ancher Grarp Anchor0mup Anchor Group Anchor Grortp Anchor Group MAXIMUM POSITIVE OP DUE TO THE SILL HEIGHT MUST ALSO BE A B C D A B C D A B C D A B C D A B C D CONSIDERED,SEE TABLE B2,THIS SHEET. Design Pressure +169.4/-189.4psf +160/-f60 psi +137.1/-137.1 psf +f20/-130 psf +f06 7/-f ff�6psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 1&1/8• Headfsin C5+1 C5f1 C5+1 C3+1 C5+1 C 5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+ CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24• DLO Jamb 6 5 7 5 5 5 7 5 5 5 7 5 6 6 8 8 9 6 8 6 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. F-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 ' 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +141.8/-141.8psf +f33.6/-133.6psf +11a8/-113.8psf +991/-f074psf +87.8/-85�ipsf PERPENDICULAR TO THE GLASS. 251/8• Head/Slll C5+2 C5+1 C5+1 C3+1 (5+1 C5+1 C5+1 C3+1 C5+1 C5+�Clj 1LC3 C5+1 C6+1 C5+1 C3+1 C5+1 C5+1 C5+1 C V 30" DLO Jamb 5 5 7 5 5 5 7 5 5 5 6 6 8 6 8 8 8 6 Width P-hack 7 7 7 7 7 7 7 7 e 8 9 9 9 9 10 10 10 10 , DesiOPressura +=9/-123.9psf +1iB.4/-f16.4psf +98.6/46.5psf +853/-924psf +75.3/-81.6psf 31-1/8° HeadfSla C5+2 C5+1 CS+2 C3+1 C5+2 C5+1 C5+2 C3+1 M C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 FIO1: 36° DLO OH LENGTH Width Jamb 5 6 7 5 5 5 7 5 5 6 6 8 8 6 6 8 6 P-imok 7 7 7 7 7 7 7 7 8 9 9 9 8 10 10 10 10 f DOOR ASSEMBLIES DesignPiessure +104.5/-104.5psf +104.5/404.5psf +87.8/-87.8psf +7&7/-82pef +K6/-72psf INSTALLED WHERE THE 37-1/8° HeadfSlll C6+2 C3+2 C5+2 C3+1 C5+2 1 C5+2 C5+2 I C3+1 C5+2 05+1 C6+2 C3+1 C5+2 C5+1 05+2 C3+1 C5+1 C5r1 C5+1 C3+1 w OVERHANG(OH)LENGTH IS am 47 DLO Jamb 5 5 7 5 5 5 -7 5' 5 5 7 5 e 6 8 6 6 1 B 1 8 1 6 = EQUAL TO OR GREATER THAN Width O THE OVERHANG HEIGHT IS P4x)ok 7 7 7 7 7 7 7 7 8 e 8 1 8 9 9 9 e 10 1 10 1 10 1 10 EKED FROM WATER z DesignPlessme +80/-80psf +80/-Bopsf +80/-eOpsf +60/-65pe +60/-65psf INFILTRATION RESISTANCE. 4DLO Head/SIn C5+2 C3+2 C5+2 C3+1 C5+2 O3t2 C5+2 C3+1 C5+2 C5+2 CS+2 C3+1 C5+2 C3+1 C6+2 C3+1 C5+2 C5+1 C5+2 C3+1 �" DLO Jamb 5 5 6 5 5 6 6 5 5 5 7 5 6 6 7 6 6 8 8 6 Width P hook 7 7 7 7 7 7 7 7 8 8 8 8 9 8 8 9 10 10 10 10 TABLE 82 PRODUCT REVISED Design Pressure +74 f/-741 psf +74.1/-T4.f psf +63.8/838psf Water•IJmited as co airing with th•Florida Cade Bundm 49418" (+)Design Pressure NOA-Mo. 17-0420.07 �" DlA Head/Sfp C'ra+2 C3+2 C3+2 C3+1 �77 C3+1 C5+2 C3+2 C5+2 C3+1 Expiration Date 04121/2021 Width Jamb 5 5 6 5 5 5 5 6 5 Sig Nan.SIR Max.(+)DP P-hook 7 7 T 7 7 e e 8 e Riser Height Anaved BY Design p1es8me +60/-60 psf +60/-80 psf +60/-60 psf Not available in these sizes. Nona 1-11116• See Note 2 Mlam" n Product Control 55-IIW Headfs18 C3+2 C3+2 C3+2 C3+1 05+2 1 C3+2 C3+2 C3+1 C5+2 C3+2 C5+2 C3+1 42 2 VY +38 7 psf 80• DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 6 5 43 3.1/2• +60.0 psf P-hook 7 7 7 7 7 7 7 7 8 a 'a a 44 4U18° +60.0 psf i 45 1 4SB° 1 +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-8-9/16° DLO HEIGHT=DOOR HEIGHT-11-1/1(• �NQ}�PANEL HEIGHT=DOOR HEIGHT-2-11T �. Y.. TABLE NOTES: %? No.6a705 VINYL SLIDING GLASS DOOR NOA(NI) 10/0&15 — n *— 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 =O:N AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. OP&ANCHOR QUANTITYTABLE j� J ROSOWSKI let CCU p .• 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG I5 PER FIG 1,A SILL ® •, RISER IS NOT REQUIRED.IF SO,+DP`S SHOWN IN TABLE 2 MAY BE USED. coprR cHro�7 FcrurouslRres roc NO CHANGES THIS SHEET. Al 04/05/17 'i�Sv'•<�......'O, 4)SHEET APPLI SEE SILL ES OP2,3 AND 4 TRACK CONFIGURATIONS. 107 TEC NOLES ON SHEET 4. �OG DR � 111SrbNAt l r NG�� 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE.FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480.1600 SGD5470 NTS 8 OF 21 MD-5470.0 A a Lvn"NOLLER PZ CERT.OF AUTH.82Mltl REAee704 EXAMPLE: ID 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PX)K FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERUNE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OF INTERLOCK ANCHORINFORMATION. INTERIOR MOUNT POCKET,48'X 84"NOM.PANELS, INTERIOR POCKETS ®• CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OPPANEL i 0PPANEL2 OFPANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF POCKETBY OTHERS,SEE NOTE 8, SHEETS +2' '+2'ANCHORAGE, 25.L8'MAX. S. ANCHORAGE, "+2'ANCHORAGE, MAX. 8' SHEET 12 SHEET I2 SHEET I2 'C3'CLUSTER, 'C3'CLUSTER EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE SEE POCKETJAMB (MIN.1 ANCHOR) 15 SPUCENOT. INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR EXTERIOR NONSTRUCTURAL ANCHORS MAY SHEETS P)XX(3-TRACK) TO AID IN BE ADDED IN-FIELD AS NEEDED TO ALIGNMENT ALIGN THEHEADORSILLIFA Q SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTERLINE SEE ANCHOR RE BELOW FOR ADDITIONAL OF INTERLOCK OF INTERLOCK 8' CENTERLINE CENTERLINE CENTERLINE MAX OF PANELf OFPANEL2 OFPANEL3 POCKETSY o 0 o e EXTERIOR INTERIOR OTHERS,SEE NOTE B, o 0 0 0 0 I SHEETfi it If 's2. '+2"ANCHORAGE, 2S3I8'MAX. e- ANCHORAGE, '+Y ANCHORAGE, MAX SHEET 11 SHEET ll "p"CLUSTER. "C3"CLUSTER, SHEET 11 EXT�EnRIOR 12'MAX. 21-8' FRAMEJAMB ENO ANCHORAGE V SEE POCKET JAMIEET B 11 SHEET 11 .—(MI ANHORAGANCHOR) MAX REQUIRED® INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEETS 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3 TRACK) PRODUCT REVISED as complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code +4B21-88.6 AT A NOM.PANEL SIZE OF 48"X W.FROM TABLE 1,SHEET 7,THE NOA-No. 17-0420.07 END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+60"0 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Date 4/21/2021 PRESSURE REQUIREMENTS. TO BE 263/8.O.C.OR LESS By FOR WOOD INSTALLATION USING ANY HeadIS111 qn MBam-Dad roduct Cantrui ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb i 5 1 SHOWS ANCHOR REQUIREMENTS OF: P.hook 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: fi^MAX HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OFEND PANEL OPT.ANCHOR B' THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TO AID IN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMT7QT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORSk SHEET 11 FOR THE"C3'CLUSTER ANCHORS AT 25-W8',OTHERWISE ANCHORS ARE NOT REQUIRED AS ��.��oNY LYNv rr% ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE'+2 ANCHORS AT THE Q'' DETAILS DETAILS MIDSPAN OF EACH PANEL I �* * No.58705 JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(NI) JAI 10/05/15 - FOR PRODUCT REFERENCES,ALSO SEE -- P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL 0 A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLES J ROSOWSKI -A • !t LOCATIONS OF CROSS-SECTION DRAWINGS. R ® �O;F••, SToTg O � '(V40, B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN COPYwgHr®2017 POTINousTraEs.wo. NO CHANGES THIS SHEET. (14/05/17 ��S RIOP•,• C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: ALLR° rs1, D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 1070 TECHNOLOGY DR d� rl E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 F SHEET 21 FOR BILL OF MATERIALS. (941)-480-1600 SGD-5470 NTSIll 9 OF 21 i MD-5470.0 A q A.LYNN MILLER,P.E. P-HOOK:SHEET 6 earr.of AUTH,pmz&e C P.E.858705 i s' SILICONE HOT-MELT BUM - STRUCTURAL SILICONE STRUCTURAL 114'NOM. FOAM—, 3/16'NOM. M POLYISOBUENE WITH WITH DESICCANT DESICCANT 1-1/16'NOM. EXT.GLASS EXT.GLASS 3116'T GLASS 75 7 I 11/18'AIRSPACE n 78 3/16'T_GLASS PAINTED/ Mf.GLASS INT.GLASS 82 as LAMINATED SURFACE KODISPACE SUPER a EXTERIOR SG TPS 78 SPACEONXTTN PRODUCT IF#82��o� Ts �4 I I TIWNOM ' TOWARDS THE EXTERIOR.I O I ASS I I aINTERIOR , PRODUCT IS INTERIOR- .N GLAZED'IF 882-83 IS f TOWARDS THE INTERIOR 1 ALUMINUM as EINT.GLASS EMENT POLYISO- DESICCANT FILL AREA. BUIVLENEv"r--'lLASS 5MSPNOM. GLASS DETAIL SEAL BUM& ICONE SEAL DESICCANT' ROLL-FORMED PRODUCT REVISED FOAMSTAINLESS STEEL NOTES: 6 lldhfg Codo 1th the Florida EXT.GLASS 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. NOA-No. 17-0420.07 DCT.GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. EzpImtI.n Dat�0412112021 'r=TEMPERED By MTam a Product l.ontro , DURASEAL® XL EDGE"' SPACER Te SPACER LVNy'''. VINYL SLIDING GLASS DOOR NOA(NO 10/05/16 GLAZING DETAILS J ROSOWSKI10S qW. V'i� cowwa LLoz CF�INDl1�Poes wa i NO CHANGES THIS SHEET. 04/05/17 .1t . .-QRIDA••=G�� 1070TECHNOLOGYDR '�'�,,NA�I N.VENICE,FL 34275 (941)-480-1600 SGD 5470 NTS 100�21 4 MD-6470.0 99 A A LYNNMI.LLU.t9i PP CHiT.OF AIRR K1979B PN SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL . INTERLOCK INTERLOCK— PANEL CENTERLINE CENTERLINE 4' CENTERLINE 4' CENTERLINE 4" CENTERLINE 4' EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACKCLUSTER'C3' 2-TRACK CLUSTER'W ID 2-TRACK INTERMEDIATE 'D 2-TRACK INTERMEDIATE 15 2-TRACK INTERMEDIATE ANCHORLOCATIONS ANCHOR LOCATIONS "W ANCHOR LOCATION "+rANCHOR LOCATIONS •+3'ANCHOR LOCA71ONS ASTRAGAL OR ASTRAON.OR PANEL __ INTERLOCK PANEL PMNE CENTERLNE 4' CENTERUNE 4' CENTERLINE CENTERLINE 4' CENTERLINE 4• 0 0 'EXTERIOR ----=rl-- —3.22" ---—EXTERIOR---3.22 _ -- t7CfER10R- —EXTEnRIOR -- - 3.22"----EICTJE�RIOR- ----+i 3•TRACK CLUSTER Tr 3-TRACKCLUSTER'CS' 3-TRACK INTERMEDIATE �J 3-TRACKINTERMEWITE 1J 3-TRACK INTERMEDIATE ANCHOR LOCA71ONS ANCHOR LOCATIONS '+I'ANCHOR LOCATION •W ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAC+ALOR PANEL PANEL PANEL �N I E C CENTERLNE CENTERLNEC E 4° NE 4° 4" 0 0 0 0 0 EXTEI-7RIOR 3.22" EXTERIOR k 3.22° EXT�TE7RyIO EXTTERJOR EXMrEETRIOR �/ 4-TRACK CLUSTER 4-TRACK CLUSTER " 4-TRACKINTERMEDIATE v 4-TRACK TRACK INTERMEDIATE `u 4-TRACK INTERMEDIATE 'C3'ANCHOR LOCATIONS 'CS ANCHOR LOCATIONS 'WANCHOR LOCATION '-r ANCHOR LOCATIONS "3'ANCHOR LOCATKM NOTES: FIGURES PERTAM TO THE FOLLONHO Sal. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERREOulEANCHOR LACA7KN9: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK @2437W DISTANCE IS 2375" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.376' 2.375' FOR ALL SILLS: Head/Sill 1 aPsRcOomp,yg CT w�tllo Florida �.``�,I NY LYIffirlr7j',� Building Code �`.`�Q.••••NN2/ 11, •aM 5 NOA-No. 17-0420.07 �� _•'T,ICENS�'•.�( FIGURES PERTAN TO iHEPoA•M LLNO S31 P-hook 7 Pacpda0on Date 04/21/2021 CLUSTERANCHORLOCA70* z So-"; No. VINYL SLIDING GLASS DOOR NOA(NI) 10105/16 =0 % Miami-Da Product Contmi ANCHOR LOCATIONS A Im J ROSOWSKI0,� coPrR µi°R�wRHTrs� IES INC NO CHANGES THIS SHEET.04/05M7 L teadfS10 1 1070 TECHNOLOGY DR ,�� 77rLIIIIUIt`t�` r Jamb 6 N.VENICE.FL34275 € P-hook 7 (841)-480-1500 SGD-5470I NTSIII 11 OF 21 � MD-5470.0 $ A ALYNN MUTER P.E.CERf,OFAV(X.9�a PX-#W7DS j I HEAD CLUSTER ANCHORS LAYOUT: HEAD"V INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAGAL OR PANEL CENTERLINE 4" PANEL INTERLOCK 4" INTERLOCK ¢" C[3JTERLINE 4" CENTERLINE CENTERLINE CENTERLINE EXTERN 3,22• EXTERIOR _ 3,22' EXTERIOR EXTERIOR 3.22" EXTERIOR 3.72' 2-TRACK CLUSTER-C8 2-TRACK CLUSTER W 2-TRACK INTERMEDIATE \J 2-TRACK NTERMEDLATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 'M'ANCHOR LOCATION "F2'ANCHOR LOCATIONS "3'ANCHOR LOCATIONS ASTRAGALOR ASTRAGALOR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERLINE 4' CENTERLINE 4' CENTF73UNE 4" CENTERLINE CENTERLINE 4.75' EXTERIOR �+ 322 EXTERIOR --y 322• EXTERIOR h7T,EM0 EXTERIOR S N�ATET TANCK INTERMEDIATE &TRACKCLUSTER'C7 3-TRACK CLUSTERS RI� •y-AyNCHOR ON 42'ANCHO ONS ' �HOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK—' CENTERLINE C[INTE PANEL CENTFUiLiNE 4" CENTERLINE 4" CENTERLINE 4" - . EXTERIOR 3.2T EXTERIOR 322" EXTERIOR EXTERIOR EXTERIOR3 . v 4TRACKCWSTER v 4TPACK CLUSTER ¢TMK INTERMEDIATE TION + ANCHOR LOCATIONS 4- ANCHOR LOCATIONS 'C3'ANCHOR LOCATIONS 'OVANCHOR LOCATIONS ' NOTES: FIGURES PEKrAW TOTHEFOU WINO HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. W f ERNEWATE ANMMR LOfJmOW: NOTES: 2)TRACK TO TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.376WZ5" FOR ALL HEADS: 2)TRACK TO-TRACK DISTANCE IS Z375N2.37-5- FOR ALL HEADS: PRODUCT REVISED ttLttlllll.. Head/Sal 1 as complying with tho Florida ``�`t NY LYN Building Code �0,... .•Y HTauIESPERTAWTOMMI.LOWTAIM O Jamb 5 NOA-No. 17-0420.07 ; ✓-�tCENg'' �( '� CLUSTERANCHORLOCATIONS P-HOK 7 O •• F Expiration Date 04/21/2021 `* No.58705 VINYL SLIDING GLASS DOOR NOA(NI) $ 10/05/15 By _ '/� 'TF Nliaml-Da duct ContrOl ro --0 ANCHOR LOCATIONS B S J ROSOWSKI ��O; coxm+roHrozon L+Grw"usrRlEs,wc. NO CHANGES THIS SHEET. 04105/17 S IteaNSl9 i AUlvrirrt3nESERv® 'i. ONALL�N,�`` .lard 5 1070 TECHNOLOGY OR P All P hook 7 N.VENICE,FL 34275 (941)4801600 11ISGD-5470 NTS 12OF21 iI( MD-5470.0 91 A ALVNNTyLLE5PE CERT.OF Al1TH.wZB7BE PEA BS7l1.F t i F=fMS PERTAIN TWOMFOLWYVINQ JAMB AN VMWCAT9)Ns: P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): 2276' 4.75' 7.125- naAx I HeadfSM 1 0:0 21.6" 21.6" 21.6" Jamb 1 (5 MAX MAX EXTERIOR MAX P4100k O.C. O O.C. X OPT.ANCHO \ 7 TO AID IN NOTES: ALIGNMENT 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6. (SIMILAR TO THE 2-TRACK JAMB)AS MAX. MAX MAX REQUIRED TO MEET MIN.EDGE DISTANCE CONSTRAINTS.IN CASE OF AN ODD In: NUMBER OF ANCHORS;-THE MAJORITY-MAY ACK FRAME FRAME----f— 4-TRACK FRAME -;;j I ANCHORS ANCHORS BE TOWARD THE INTERIOR OR EXTERIOR MAX. JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1-X-500' PER END @ I-X-600' PER END @ I-X.500' SILL BILL ILL EXTERIOR "ka I::;? EXTERIOR EXTERIOR (3)TRACK WEEP HOLES (6)TRACK WEEP HOLES 16AX. EVERY2V @ 1.125'X.100',__/ EVERY 24-(jD 1125FX.190'. (10)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24'@ 1.12W ,igo";--/ TO AID I 24�'@1.37WX,500" (1)WEEP NOTCH EVERY (1)WEEP NOTCH EVERY ALIGNMENT 24'@ 1,375-X,60(r ZV @ 1.375-X.60T NOTES: SILL WEEPHOLE LAYOUT 3&4 TRACKS) PRODUCT REVISE 1)Sff-TABLES I&2 FOR EXACT QUANTITY .s complying with the Florida'. itfiiiirrrrr OF ANCHORS REQUIRED IN THE P-HOOK Building Dodo 17-0420.07 OA-No. 0412112021 z ANQtORIDCATiONS E"hation No.sa VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 By Miam ad$Mduct Contra lf ; ANCHOR LOCATIONS C II&I J ROSOWSKI -10 'ZOR01 'S' NO CHANGES THIS SHEET. 04105117 0,0, COPMIGWO20 7 PO SIMS INC. AIAL AUNIGHMMSCRVIX) i C30 1070 TECHNOLOGY DR 11"1111100, N.VENICE,FL 34275 "LYNN MILLM PX. _T11 13 OF:2`1 Jill REAW705' (941�480-1601) DISM-5470111 NTS MD-5470.0 Jill A I HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: ��,o:* SU ANCHOR LOCAMM a: win 90• 0 4' 4" 4' 4" 4" L 4' 4' , He9d)SIA V 2--TRACK W'CORNER 2--TRACK WCOANE2 3.2TEXTERIOR P1100k 'CPMICHOR LOCATIONS 'CS ANCHOR LOCATIONS 2•TRACKW CORNER EXTERIOR 2-TRACK 9Ii'CORNER EXTE-DR Mc WHERE'C7 IS SPECffffD) (LISE WHERE CS IS SPECIFIED) WANCHORLOCATIONS "MANCHORLOCATIONS J� (USEWHERE"C719SPECIFlW) (IgSEWH�EtE'CSISSPECIRW) �J 0 4° 4" 4" 4' asRcOompulsCIn REVISED h theEFlorida BNllding Code NOA-No. 17-0420.07 Expiration Data04f21/2021 4° 4• q• 4° By —MWTL2a act Control EXTEROR 3.22' EXTERIOR &TRACK W CORNER &TRICI(W CORNER JJ�� &TRACK W'CORNER EXTERIOR XTRACK 9V CORNER EXTERIOR 'CPANCHORLOCATION95 'Ce'ANCHOR LOCATIONS V WANCHOR LOCATIONS �I-Iy 'W ANCHOR LOCATIONS (USE WHERE-Cr IS SPECIFIED) (USE WHERE"CE L9 SPECIFIED) (WE WHERE'C3'f3 SPECffIW) " WE WHERE-W IS SPECff1W) o 11111111il fit, 47 4• 4• 4• 4" * No.66706 q• 4° _ :a ao:. 4-TRACKWCORNER EXTERIOR 4-TRACKBVCOW�° ExrERIOR 4" 3.22 EXTERIOR , S;�O�RIDa,•NG��.` Ica ANCROR LocAnons •c6•ANCHORLocATLONs 4 TRAac eo•cowvER 4TwLac W CDRNr R ,fitN fit AL IE��• lu (RISE WHERE'CS'IS SPECIFIED) (RISE WHERE-W IS SPECO�IEO) 'CWHERE ORLOCATIONS 'Ca'ANCHOR IS SPECA170N3 (USE WHERE TT IS SPECIFIED) (USE WHEHE'CS"IS SPECIFIED) A LYNN RRIER,P.E. NOTES: RGUR®PERTAIN TOTMFOU.OWN0 m'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. RFAOANCHORLOrATIOM' 0 VINYL SLIDING GLASS DOOR NOA(NI) 11110105fla 90' 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS D N J'ROSOWSKI Headl311 0' t R937. Jamb 1 5 1 3)TRACK-TO-TRACK aaPrRlt LLoma we. NO CHANGES THIS SHEET. 04/05/17 P DISTANCE IS 2.375' 2.376" 2.376° FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY 5 N.VENICE,FL 3427 (94"0-1600 IIISGD-5470111 NTS 111 14 OF 21 1:9 MD-5470.0 A CERT.Of MJIH..R2198 � 11 i HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: MMESPERTAINTOTHE FOLLOWING 136'CORNER GILL ANCHOR LOCTION& 135 4" 4" 0 Q" Q,. 0 0 4" Head/sm 1 RIOR 3�„ EXTERIOR JaDIb 5 Cny fin} 4" EXTERIOR EXTERIOR EXTERIORp�IDpk 7 2-TRACK 135'CORNER " 2 TRACK 135'CORNER 2-TRACK 135'CORNER 2-TRACK 135•CORNER \/ 'C4•ANCHOR LOCATIONS •C0'ANCHOR LOCATIONS (USE WHERE•C3'IS SPECIFIED) (USE WH6TE'CS IS SPECIFIED) 'G4,ANCHOR LOCATIONS 'OV ANCHOR LOCATIONS USE WHERE-C3-IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) X 4 0,5 q" q" 4„ PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.07 4" ° Expiration Date 04/21/2021 EXTERIOR EXTERIOR Ely- 3,22" � 3.22• lma Product afttrol 3.TRACK 135'CORNER 3-TRACK 1&7 CORNER 'C4'ANCHOR LOCATIONS 'CV ANCHOR LOCATIONS 3-TRACK 135'CORNER 3-TRACK 135*CORNER (USE WHERE'C3•IS SPECIFIED) (USE WHERE-CS'ISSPECIFIED) 'C4•ANCHOR LOCATIOAS "D6"ANCHOR LOCATIONS (USE WHERE-Cr S SPECIFIED) (USE WHERE'C5'IS SPECIFIED) 4" 4• 4" 4" ``111I11I rrrrr� �.+� ONY LYy4, ''•, i ' '� ••'V NSF'•.��fn No.58705 EXTERIOR EXTERIOR EXTERIOR EXTERIOR Q•: ` t'�•- �` f ST 3-22 --'n E ' 4-TRACK 13S CORNER 4-TRACK 135'CORNER"W ANCHOR LOCATIONS CATIONS 4-TRACK 13s CORNER 4-TRACK 135'coFUffli ,�ISS•"2 I0P,.••G��`; (USEWHERE'CYSSPECFlED) (USEWHERE'CSS SPECIFIED) (USEWHERE'C3MSS ffIPEC ED) (USETIONS WHEREWII ANCHOR OSSPEOCIFIED) �'r.01offONALII�1�`� I A LYNN MILLER,P.E. NOTES: P.E.A 58705 Fr"ES PERTAIN TO THE rO LOwwclss•CORNM I)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEADANCHORLOCATIONS VINYL SLIDING GLASS DOOR NOA(NI) JAI 10/05/15 135 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E 1S J ROSOWSKI Head/SIII 1 Jamb 5 3)TRACK-TO-TRACK COPYRIOHT02077 PGT NDL15rRIE3,INC NO CHANGES THIS SHEET. 41 04/05/17 P•hook 7 DISTANCE IS 2.376' 2.375" 2.375" ALL RIOHT3 RESErNm FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)-480-1600 SGD-5470 NTS J 15 OF 21 Ei MD•5470.0 j A cERr.of AUTH.atszae i HEAD SPLICE ANCHORS LAYOUT(M INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FlGUM TAN TO THE FOLLONLlG SPLICED BILL ANCHOR LOCATIONS.` SPLICSPLICE E LocA SPLIT LOCATION LOCATION EF- noN 4" LocanoN 4" 4" 4" e e EXTERIOR 3.2T' EXTERIOR 3.22' EXTERIOR EXTERIOR I HeadlSlO I al 2-TRACK SPLICE 2TRACKSPIJCE fin} 2-TRACK SPLICE 2•TRACKSPLICE Jamb 5 15 'C4'2-TRACANCHORSPLICr LOCATIONS 'CS'ANCHOR LOCATIONS -C4-ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS P410ok 7 (USE WHERE-C3-S SPECIFIED) (USE WHERE'C.S IS SPECIFIED)SPLICE ( VdHERE'CS'SSPECIFl®) (USE WHEAE'CSSSPECIFIED) %-4*322' SPLICE LOCATION LO LOCATION 4' LOCATION 4" 4.75" o e e PRODUCT REVISED EXTERIOR 4" EXTERIOR o EXTERIOR 3.22 EXTERIOR 4" Bu complying with the Florida Bufiding Codo I--1 3-TWICKSPLICE I-TRACK SPLICE NOA-No. 17-0420.07 3TRACKSPLICE .�. y 3-TRACK SPLICE 'Gv ANCHOR LOCATIONS 'C6'ANCHORLOCATIONS ID 'w ANCHOR LOCATIONS v -CS'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS IS SPECIFIED) Fxpimtfon Dato 04121/2021 C3'(USE WHERE' IS SPECIFIED) (USE WHEiE'C5'ISSPECIFlED) BY Nilam-D o Pm duct SPLICE 4.75" SPLICSPLICE SPLICE E LOCATION 4" LOCATION i 4- LOCATKTN 0 0 EXTERIOR EXTERIOR 3�" EXTERIOR 32r EXTERIOR S.22" .•``��ONY I.YgrN,ri'��., 4" 4TRACK SPLICE ,� 4-TRACKSPLICE �` �N• 4TRACKSPUCE V 4-TRACKSPUCE 'CPANCHORLOCATIONS 'CS'ANCHOR LOCATIONS ' F•'•( 'C4'ANCHOR LOCATIONS 'CB'ANCHOR LOCATIONS (USE WHERE'C3'S SPECIFIED) (USE WHERE-CS IS SPECIFIED) N (USE WHER SPECIFIED) C5'IS(USE WHERE' SPECIFIED) .: E"C3'ISpO.68�0'�5.7t NOTES: ORiDA•..•G��% 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. FIGAMS PERTAINTO INEFOUOMGSPIICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN NLLER.PE. HEADANOIORLOCATWP: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. 1 17."0700 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(NI) JAI 10/05115 DISTANCE IS 2.375" E t2.376- t2.375- FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F 19 J ROSOWSKI OOprwLdiiO2atr POTINDUS1TtIES,WC. NO CHANGES THIS SHEET. 04/05/17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED Au nHr ;vED HeedlSin q 1 1070 TECHNOLOGY DR . Jemh 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34276 P hook 7 (941}460 1600 SGD5470 NTS 111 16 OF 21 $ MD-5470.0 1 A cERr.eP AVR+a�a I f PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE GO' INSIDE OV OUTSIDE 135' INSIDE 135 DOUBLE TYPES SINGLE SINGLE FIXED LOCKS71LE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK ASTRAGAL INTERLOCK INTERLOCK STILE W/NANDLE BOXOUT 13OX IN RECEIVER RECEIVER INTERIOROR OUT IN RECEIVER RECEIVER j EXTERIOR GLAZED DOUBLE TD M LOCKSTILE ED.—C] INTERLOCK SINGLEB F PP K L L TC TA TV TW J LOCKSTILE 3.--M�.w.rLL ASTRAGAL INTERLOCK our I amain 93MIN) IN EMOM B H P A C -C SC SA SV SW SD Ul SINGLE C� NTEDOUBLERLOCIK IN maxom 0"00 a} FAD UBLE RR R S S FC FD FV FW A INTTEERL STILEOCCK mac' LOCKME F- r- �/� matw,n a�oo J W srI D 1 Y! J J U ASTRAGAL nniv.nrC� LOCK5TILE -- l ---� -- - - ---- - - - -- ------- ----- --- ----- ------------------ - DOUBLESINGLE ASTRAGAL ----- -- - -INTERLOCK— _- - - ------ ---- F BOXOUT LR T U DS� INTERLOCK L1 W ABTRAGAL N T U J BOxiN coaim z RMEr A CT CS CF a � AT AS DF OUT.135' PRODUCT REVISED ASTRAGAL. VT VS VF as complying with the Florida RECEIVER Building Codo NOA-No. 17-0420.07 1 WT WS WF ASTRAGAL Expiration Data 04/21/2021 RECEIVER By Miamu-Da Product Control LEFT RIGHT PANEL PANEL STILE - STILE PANEL TYPE"F"SHOWN. PANEL NOTES: coy... 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. *t' No.58705 �� 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 NOT AVAILABLE. PANEL TYPES a� J ROSOWSKI =�0't� It lot t �� 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60'_ Z(T. $ '0.c� sTA E O 4/' ( COPYRIGRT0Y017 PGTINDU5TRIF3,ING NO CHANGES THIS SHEET. g 04/05/17 ' ��oRIOT+..' ` 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH ALLRIGRTS ReseRVED TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DR � ''��D�I I k O l N.VENICE,FL 34275 (941)-080 1600 SG A.NTS , 17 OF 21 1111 MD-5470.0 9 A LYNN pyNL p'E GERT.OF AUTKVt8186 F+ -5.875 10,635 540 125 �.550 �291 061 ,762 L-jLO.100 O 600 .930 iw.100 1.812 p p p �o�I1.681 .062 1. 228 � 70 COVER PVFRAME C Q ANCHOR PLATE Q9 OTRACK INSERT @ EXTENDED CAP. 5.178 O1 2 TRACK HEAD/JAMB ©4 TRACK SILL 1 000 252 41.613 .060 "j 2.060 100•- 4 8.250 7 8250 1.435��,062 P t 080 O O } .100•-I � 3iul1.813 p p 1.081 f SILL T'�-0� � 060 .100 ❑ dQ®� ®� SBOTTOM UPPORT IL @ OUTER COVER SILL COVER TRACK 17 P-HOOK ADAPTOR ®P-HOOK O 3 TRACK HEADMAMB ®3 TRACK SILL 094 r.125 540 291 .061 •229 2.975 1�+2.141 10.6Z5 5.875-� 540 3.000 "� .075 LLL I I�r 9-Flo; �P-R� 0.100 26 062 500 ;4 -.0622.607 �Ij 1.4001 813 p p 1.681 �_ PLATE ea[� ®� 19 KEEPER 1@ KEEPER ®BAR GOVERMENT ®BAR REINFORCEMENT @ FIXED PANEL CUP9 ®RUNFORCEMENT Q5 4 TRACK HEAD/JAMB O2 2 TRACK SILL 2.511 r 2.838 +y 1.570 t+- 1.62b +- -y i.b95 �- 1.595 r .309 3AS3 .125 2.696+{ 080 2.073 Ogg 2 368 .070 .07b 4.635 4279 -•100 121833 .768 '`190 H768 2210 .090 2.116 300 0 I 2.025 .312 1 ®INTERIOR JAMB COVER -III+--.186 u ��2,7 00 Q 1876 � PRODUCT REVISED .110 I+ -�11 .182 .120 I+-182 120 2.291 .100 as eom'plyl�nq with tiro Florida 1 ®AND STILE © AND STILE ©REINFORCEMENT.VFORCEMENT. ©�N REINFORCEMENT, ®REINFORCE MENT INTERLOCK ADAPTER EXTENDEDPOCKET ©ADAPTER K ® ®AND g0TTOM Rp L Bufldln CC V. 0 3 ASTRAGAL ADD-ON BOA-No. 17-0420.07 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Dato 04/21/2021 REINFORCEMENT By 3.452 3.326 3•345 NOTES: Miamw ro uc Contra 1.472 rr 919 1)SEE SHEET 4 FOR 125Y3-209 O6013.7-13 080 L SILL RISERS. 126 121, 3.345 O60 2.175 .04600 3247 I 2)SEE SHEET 20 .070 ` .065 I�---.919 FOR SCREEN PARTS. .300 1.170 , 29 L 135'CORNER 135'CORNER 135'CORNER 135'CORNER 90'CORNER 90'CORNER 90'CRNER 3)ALL DIMENSIONS ASTRAGAL ®PASSIVE MOUNT ®ASTRAGAL CAP ®ASTRAGAL CAP, ASTRAGAL ®ASTRAGAL CAP, ®ASTRAGAL CAP, IN INCHES. `tti il,,� EXTERIOR INTERIOR EXTERIOR INTERIOR %. pNY LYNN 210 .252 VINYL SLIDING GLASS DOOR NOA(NI) 10/06/15 : ' No 5870$ T1.261 1,261C� � r : EXTRUSIONS l d J ROSOWSKI COPMKiMT02017 PQTtbU3IRES MG NO CHANGES THIS SHEET. ig 04/05/17 BEVELED BEAD OGEE BEAD 107 TECHNOLOGY DR $ �� NG�% N.VENICE,FL 34275 11 1 (941)4801600 SGD-5470 NTS 18OF21 0 MD-5470.0 $ A A.L PNf XA��px i ......_. - CFPT.OF AffiH./28280 I 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAME JAMB JAMB TO HEAD CLIP INTO ATTACHMENT ASSEMBLY (4)CLIP ANCHOR PANEL &SUBSTRATE, HEADER J �o TYPE AS USED o USING 4 INSTALL ONE BLOCK AT 94 11 �J IN INSTALLATION, STILE INSTALLATION EACH INTERLOCK. BLACK TABLE A,SHEET 1 A& ANCHORS,SEE AT ASTRAGAL,INSTALL 93(3)#10 X ° TABLE 1 ONE BLOCK THAT SPANS BOTH PANELS. \ ea (3}#8 X 1.5"SMS / ; 11SMS IBFIXED PANEL W PFIXED INSTALL ONE CLIP E 23 PANEL MIDSPAN OF EACH FIXED X 2-1/" CUP PANEL-TO-FRAME JAMB LOCATION. X 2-114"SMS #B x l"��, U SMS #10 - -- -,- -- zt BAR COVER -X 2 2"SMS - )j 22 REINF.BAR - - -- -- - - - 9f #8 x 14/4"SMS � 1 ZKEEPER&-,/ q / --I ( / o \\ (4)THRU LEPER @ MAX 3.S O.C.,SEE SHEET 18 JAMB TO \_ KEEPER TO JAMB p SILL ASSEMBLY ATTACHMENT LOCKING JAMB g / PRODUCT REVISED REINFORCEMENT PLATE Bu complying with the Florida I ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK KEEPER 19 NOA-Hg Colo NOA�Jo. 17-0420.07 @ 34-1I2"MAX O.C. OXXX SHOWN Expiration Dato04/21/2021 a my Miami-Dad roduct Control (4)#10 X 9B o� 2"SMS INTERLOCK INTERIOR CUP COVER - � I EXTERIOR INTERLOCK NOTES 24 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. t t f f f r r r REINF.PLATE 2)SEE SHEETS 11-16 FORANCHOR LOCATION&SPACING. �```tQNy LyNNr�i�. BOTTOM RAIL e` By#10X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. `�`��'�1GEN SUPPORT ft 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2)#10 X 1"SMS VINYL.SLIDING GLASS DOOR NOA(NJ) No. 10/05/16 = 58 s =*: _ THROUGH SUPPORT,92 INTO PANEL PANEL ACCESSORIES INSTALLATION 1IS J ROSOWSKI -70 ASSEMBLY ® n r> �F <v INTERLOCK SILL RETAINER ea 1-1/2 SMS COPYRi u®r+pr'rs �vm Es,INC. CORRECTED#96 �� 04/05/17 ',Fs'•.ioRfon CLIP ATTACHMENT ALL PANEL CORNERS INSTALL ONE ASSEMBLY AT EACH INTERLOCK WELDE D,TTEEN SRSSEMBLY 1070 TECHNOLOGY 5 �'1SfONAL III,"' � N.VENICE,FL 34275 (941)-480-1600 SGD-5470 NTSIII 19 OF 21 a MD-5470.0 i A A.LYNN MILLER,P.E CFAT-OF AU1H.920790 P.EM 66796 .......... ......... . .......__. BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: 1 3 6 121 129 132 ,� o� 100 102 119 10.9 133 171 108 EJQ 118 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE ns 33 102 111 a2 131 121 108 1 3 6 ❑� ❑ j 111 a r�s�oa(s� 122 t a U 15 118 1 o HORIZONTAL SECTION EXAMPLE 1 100 112 120 104 102 HORIZONTAL SECTION 117 1.081 I` f"-1•081 EXAMPLE 1202 1.778 1.778 5 875 -►3 050 #-i--.WO � .876r- � 1.020 r-- GREEN f1i1z0 FFRAMEN 1z1 SIDEE RAIIL 1zz ASTRAGAL O 1.L93b 1.993 1.874 RAIL LATCH ADAPTER jL PRODUCT REVISED .0S2 .062 as com IyIng with th®Florida STOPSCREEN 101 BOX SCREEN 102 BOX SCREEN _�..y 1 435 Bu1Idln9 Code TOP RAIL BOTTOM RAIL SIDE RAIL LI r -,725 BM-No. 17-0420.07 L' Expiration bate 04/21/2021 tz7 .785 . .782 11a 114 .040 1.020 r- 1.593 173120I ey J 128 .062 Miami-Da a u Control 101 12a SCREEN VINYL OFRAME SILL . 2 4 RO 1872 083 2 ASTRAGAL SCREEN 4 e 055 1.8 ADAPTER ADD-ON a ! 124 ED 107 OBOX SCREEN 104 SCREEN 105 BOX BOX SCREEN da� CXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION ```�NO�Y LY, EXAMPLE EXAMPLE NOTES: ro-so 1.487 306 1)ALLDIMENSIONSININCHES. -� 1.349 r O5s x;' No.68705 1.487 Imo- 1 510 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/1,5 Lu 0 qA SCREEN DETAILS J ROSOWSKI 8BOX SCREEN BOX SCREEN BOX SCREEN HEAD o 2g '� dp 4f/, t�ASTRAGAL 107 SILL ADD-ON toe AND JAMS ADD-ON COPYRI A°M11.4RIGf'r GT�1N0umR F$INC. NO CHANGES THIS SHEET. da 04105/17MED aRlDa •��1�.` ADAPTER 1070 TECHNOLOGY DR ¢� 7 i�NAL1ENG``` N.VENICE,FL 34275 (941)-480-1600 SGD-5470 NTSIll 20 OF 21 1' MD-5470.0 �$ A A LYNN MILLFR,AM __— CFRT.OF ALM82929e P.E.JF S°703 TABLE C: TABLE D:BOX SCREEN # Part# Description Material # Part# Description Material D Part# DewApOon Mate-dal 1 190D1 2 Thack Hoed/Jamb Rigid PVC 40 19081 90•Corner Astragal Cap-Ext. Rlgld PVC 10•) 12256 Bcr.Screen T;a Rail 6083 T5 Al 2 19002 2-Track Sig Rigid PVC 41 19082 90-Corner Astragal Cep-Inv Rigkl PVC 101 1e'Z57 BOX Screen Beltem Rao e-36 15 Al 3 19025 3-Track HeadlJamb Rigid PVC 42 18085 801 Rlser-(2-11Y) BW3-76 Alum 102 12MB B x Sc,m n Side RWI 606375 Al 4 19028 3•TrackSill Rigid PVC 43 19022A Sill Riser-(3-1W) 6063-TB Alum 103 54428 Sex Screenkt}ol--% FOE T8AI 5 19027 Track Head/Jamb Rigid PVC 44 19023A Sill Riser-(4-1/18') 6083-TB Alum 104 17347A Box Screen Snap-on Bug Flap 806376 AI B 19028 Track SIII Rigid PVC 45 19024A Sig Riser-(4-5fir) 6083-TB Alum 105 84?45 Box Screen OAD Astragal Adapter eQ'..3 iG A) 7 19009 Frame Screw Cover Rigid PVC 50 7186mW .1871 x.320"Flnseal(Stile) 106 17349 Box Screen Astragal Adapter 8083 75 AI B 19031 Anchor Plate 8063-TB Alum 51 71696K 14/2"x l'x 314'Fin Sael Dust Plug 107 1039 Box Screen Frame Sill Add-on 6033 T5 AI 9 19007 Track Insert 6083-T6 Alum. 52 71ON Dust Plug 108 19038 Box Screen Hced/Jamb Add-on 6W3 To-At 10 19084 Interlock Cap-Extended Pocket Rigid PVC 60 419041 Interlock CUP Cater PVC 109 720MX 914.20 x T'MS @ 7op Rag SS 11 19038 Bottom Rail support 0053-TO Alum. et 78163X Tandem RonerAseembly SS 110 72DM12X i7%20 x 1-1/2~MS @ Bottom Rng SS 12 19006A Outer SIR Cowr 6063-76 Alum. 62 76163N Tandem Roger Assembly Nylon 111 71700 tNatp:.27D"x.i6G'-Fin Seal 13 19011 SIII Track Cotar Rigid PVC e3 78X75FP7X 08 It 314'Ph.FH SMS®Roger&Reinf. SS 112. 61805K NVatp,.137'x.5007 @ Bug Flap 17 191W P-Hook Adapter 6063-T6 Alum 64 419042 From Mader Block Nylon 113 73RAZ IStandard Rollor Nylon 18 19020 P-Hook 6063-T6Alum. B5 48052 RailerAdj.Hole Plug PVC 114 7SR4`( SORollar SS 19- 19047M _ Extended Keeper 606346 Alum Be 44385 4 Hole Bumper Stop PVC 116 Was Screen L—'4ng Hard;are steal 20 19029M Keeper 6063-TB Alum. 67 7OX114FPTX #e x 1-114'Ph.FH SMS @Bumper Stop— _SS - - 116 41063 Semen Keeper Steal 21 19014 Reinforcement Bar Cover Rigid PVC 68 71698G Sig Plug PVC 117 76XIPPA #ax 1"Ph.PH SMS Steal — --- - _ 22 19030 Relntoreement Bar 8005-T5 Alum 69 78185X lGernini Mortise Lack w/long Trim plate SteeySS 118 189WY4 Screen Spline-.16V 8.165 lrinyl 23 19037M Fixed Panel Clip 6063-76 Alum 70 7103=FPFX 10.32 x V Ph.FH MS 0 Look SS 119 1 181e= Screen Cloth Fituglaes 24 19035M Reinforcement Plate 6063 TO Alum 71 varies Handle Kit Cast Zinc TABLE E:STANDARD SCREEN 25 19017M Top Rail,Bottom Rail and Lockstile e005-T5 Alum 75 Kommedlrg 4SG TPS Spacer System # p�h# Description Material 26 IBM Reinforcement Composite 76 Quanex Super SpacernXrwith Hot Melt Butyl Sea Sheet 27 19018M Irdedock.300 Reinforcement,Std. 6005-75 Alum Tl Quanex Duraseel 10 for 120 k12033 Screen Frame Rail WWTSAI Materials 121 Screen Frame-Slde Rail(Latch) 6063 T5 AI 28 19013M Intedock.400 Reinfoncement,HD 6005-75 Alum 78 Cardinal X.Edge Spacer122 Screen O7m Aetregal Adapter 8063 T8 Al 28 19018M Astragal Reinbrcement 6005-T6 Alum. 79 Dew Coming 995 or GE-7700 Beckhedding SOicone 123 Semen Vinyl Astragal Adapter Rigid PVC 30 lam Extended Pocket Intedlock Adaptor 6063-70 Alum 82 19044 1-1/16'Bowled Bead Rigid PVC31 19005 Interlock Adaptor Rigid PVC 83 ism 1-1110"Ogee Bead Rigid PVC124 Frame SIB Screen Add-on 8083 TB AI 32 19DOO Astragal Add-on Rigid PVC 88 T1726K Setting Block T x 4'x 1/15",85 4/-5 duns. Neoprene 125 BFP05K Bug Flap,85 4/-5 duro. Vinyl 33 19004 Panel Stile,Top/Bettom Reg Rigid PVC 90 781PSTX #8 x 1'Ph.PH SMS @ Frame Assembly SS 126 7SX112PSATS #e x 1-V2'Ph.PH SMS(Assembly) SS 34 19040 IntedorJamb Cover 6063-TB Alum, 91 78Xi14PHPT41OX #8 x 1-1W Ph.PH SMS @ Rekrt Bar SS 127 712027 Comer Key Wheel Assembly(Standard) Nylon 35 19076 135'ComerAstragal 608348 Alum. 92 710XIPHPT18-EX 410 x 1"Ph.PH SMS @ Rail Support SS 129 71vades Comer Kay Wheel Assembly(HD) SS 38 19077 135'ComerAstnagel Passive Mount 8063-15 Alum. 93 71 OX115PPX #10 x 1-1/Y Ph.PH SMS®Fxd.Pal.CUP SS 12g vadee Screen Lockltg Hardware Steal 37 19M 135•ComerAstregel Cap-Ext. Rigid PVC 94 710X2.6PHPT18-BX #10 x 2-1/Y PtL PH SMS®Relnt Plate/Ast. SS 131 78Xl2 P SMS X 2 x 3/4'Ph.PH MS D Sorest Art. SS 38 19080 135'CortrerAetragat Cap-Int Rigid PVC 95 7142OX2.26FPFX #12x 2-114'Ph.PH SMS @Hdr.Bieck SS 131 78X12PP 14 #8 x 1!Y Ph PH SMS®DoorAat. 59 132 1607J3/4 Screen Spline-_145' Vinyl 39 I 19076 90'ComerAsinegal e063•T13 Alum. 98 71OX1.75PPX #10 x 1-3W Ph.FH SMS®Ast Mount SS 133 1816C20 IScreen Cloth I Fiberglass 97 710X34PPX #10 x 3W Ph.PH SMS @ Ext Pkt.Ind. SS 98 710X2PPX #10x 2'Ph.FH SMS @3 Keeper SS PRODUCT REVISED \ `tNYtLY as complying with the Florida \\ N // Building Code 4 '�� NOA-No. 17-0420.07 ��` t��• 1 • v,iCENSF•��( i Expiration Date 04/21/2021 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15 BY = No.5870.5 g MIamHDado duct Control- _-U $ : *r PARTS LIST 8� JROSOWSKI ® =�,p'•. STATE FT•:'��: cowma aG wovuijes,INC. NO CHANGES THIS SHEET. 04/05/17 ��FSS;• oRiOP,.•G��`� NOTES: 1070TECHNOLOGY DR 1)ITEMS#14-16,46.49,53-59,72-74,80,81,84,85,87-89,98 8 99 ARE NOT N.VENICE.FL 34275 USED AND ARE NOT PART OF THIS APPROVAL. (941)-480-1600 SGD-5470 NTS-Rj 21 OF 21 Jill M D-5470.0 1111 A A LYNN MILLER,P.E. CEniT.OF AWTH.a2429a PY—#58705 I 10/23/2020 Florida Building Code Online s a ° 0 ° ' e , 0 EMS Home I Log In I User Registration Hot Toplcs I Submit Surcharge Stats&Facts Publications I Contact Us �s BCIS Site Map I Links Search' Florida Vie, li Product Approval �ety USER:Public User lKt�lrtt�t rn Grars.,d� Product Approval Menu>Product or Application Search>6pplica ion List>Application Detall • FL# ,�rFL15213=R3� Application Type Revision- Code Version Application Status pproved-- _ -- Comments Archived Product Manufacturer Plastpro Inc.1 Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsuitants.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/Emall 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 fronoconneli@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 ri Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL15213 R3 COI (b}Certificate of IndepgpAen p-df 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 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZl QRC3FgPGdg9zlGQiYTOxnLFWhLKenbGmCoA%3d%3d 115 10/23/2020 i Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLIS213 R3 Egigiv (a)-E-quivalency of Standards.pd 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 Date Revised 07/21/2020 Summary of Products Page 1 2 Go to Page 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 j FL15213 R3 II_(A)_jaaLj5213.j.pAt Approved for use outside HVHZ,:Yes Verified By: Lyndon R 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 J Z1) Eval 1L_ 13.1.0f j _ _ 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 11-(a)Inst 15213.2.12d 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 FLIS213 R3 AE (a) Eval 1_5213 2pdf 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)-Lnst_15213.3.p_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 15213.3 for Design Pressure Ratings,any FL15213 R3 AE_(p)_gy@j_L5_2_L3�.3 p_df additional use limitations,Installation instructions and product Created by Independent Third Party: Yes particulars. 15233-.4--- d. Smooth/Wood Grain/White_WQoLd__ 6!8"Impact" Opaque Fiberglass Single-Door with Sidelite -GraiK/K ahogany Series_uHEc/M utilizing"Lip Lite"Glazing—-Inswing/Outswi rig(Okor XO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R3 11 D)_jnaLL5213_4,p f A 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,pd 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) https://floridabuilding.org/pripr�_appjtl.aspx?param=wGEV,XQwtDqv3yWKJZIQRC3FgPGdq9z[GQIYTOxnLFWhLKenbGmCoA"/`3d%3d 215 plastpro = • =_ 5200 W. CENTURY BLVD. Z s�? LOS ANGELESr CA 90045 �'••.. `�g�;� 51 o Io 52.75'MAX.OVERALL -'-''Q�rlr*•„` Z.(52 o FRAME WIDTH N"z m Smooth/ Wood Grain/ White Wood Grain 37�"MAX 152TMAX. N g E� Z m FRAME WIDTH FRAME WIDTH o S o`a Rustic/Mahogany �' Na m,i a c Series Fiberglass Door 0_ INSWING/OUTSWING "IMPACT' � Z U y2 Z � , p� 3 5 fjo O zo oz GENERAL NOTES �3f 1. This product has been evaluated and is in compliance with the 6th Edition(2017) ,, x a,W w Florida Building Code(FBC)structural requirements excluding the' Velocity /7 a r a Q z Hurricane Zone(HVHZ). LL 0 o "N /r. 0 F W 9 2. Product anchors shall be as fisted and spaced as shown on details.Anchor w X O al a embedment to base material shall be beyond wall dressing or stucco. p > 3. When used in areas requiring wind bome debris protection this product complies with FBC Sections 1609.12&R301.2.1.2 and does not require an Impact resistant (3 0 e covering:This product meets missile level"D"and includes Wind Zone 4 as defined in ci o ASTM El996 and FBC Sections 1609.122&R301.2.10-1.The sidegte must be protected with an impact resistant covering that complies with FBC Sections i N N u, 1609.1.2&R3012.12. o V) 4. For 2x stud framing construction,anchoring of these units shag be the same as that m shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further a a o t5 engineering analysis by a licensed engineer orregisiered architect. v" TABIE OF CON1ENiS N SHUT# DESCRIPIfON a F 1 Typical elevation,design pressures,&general notes i 2 Door panel details _._:,,.._-s-:-;.::_;._;::;c:=s..._:_ - oz 00 ::_- -:___-_:,____.OVERALL__::=:;_ SIDELREN=P_RESSt1RE:' S. a 3 Sidegte panel details GLASS - - - _- DAM 02116 12 i E SWING _ FRAME 'o g 4 Horizontal rxosssections - 7YPE steer N.T.S. 5 Vertical cross sedions DIMENSION DIMENSION - ,'.__..._u -.�OSIRVE_ NEGA'ffyE`: = __.. .. om w: JK m 6 Vertical cross sections INSWING 52.75"'x 82.00" 7.00"x 63.00" CWL BY. LFS 3 7 Buck and frame anchoring-2X buck masonryconstruction z 8 Frame anchoring1 X buck masonry construction Gl +50.0 -50.0 DRAWNc NO OUTSWING 52.75"x 80.37" 7.00"x 63.00" 9 Big of materials,glazing detail&components h7-152139 0 G sNEFt 1 ov 9 110, i2 i R1Clients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15213 Fiberglass Dow-Inswing-Outswing\C-Drawings\FL 15213(2017)\FL-15213.1-.8.dwg,2A I 79.25'MAX.DOOR PANEL HEIGHT ' N OOP tul Flag o g v kFa PO -EN D T �.'O O 1 a .. I � T-2liN so22 I n A 22 O O 0 I i O � I Z m 7- m r�1� I f�- 1.57' —I� NN Q. a o O o �n A yn, N m Z `o M •o October 19,2017 PRODUCT: D.oum.nt. Pntpomd By.., N PLASTPRO INC: Lyndon E. NoF s$�43409 tat � �...... �N cn a Z FIBERGLASS DOOR m tJ -i Ot 2 10 19 17 UPDATE TO STH ED. (2017 FBC LFS PART OR ASSEMBLY: K��/BUILDING CONSULTANTS, INC. IIO W (n 1 4 22 15 UPDATE TO 57H ED. 2014 FBC dK DOOR PANEL DETAILS d l�Vlr P.O. Box 230, Valrico, FL 33595 nt N0. DATE BY Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 r 0 2072 R.W.BUILDING CONSULTANT.INC. RKlientAPlastpro,Inc PERMANENT\A-Florida Product Approvats\FL-I5213 Fiberglass Door-Inswing-Outswing\C-Drawings\FL 15213(2017)\FL-15213.1-8.dwg,3A 79.25'MAX.SIDELITE PANEL HEIGHT 63.00"MAX.D.L.O.HEIGHT C4 z S!2 cr e, 1.29' W O 41 m N -n M 2 50 C) -0 m a >z > m m 0>- 0 r M m m 0 fn m 0 0 G) > M z Cp- 7- 1.75- wN FA 32 (—C131\ )n p "' m ��1 SCHAf, ?40 No.43409 October 19,2017 PRODUCT: D--m-nt.Prepared eYr Lyndon-- --— RBERCLA'SS IDNOC.R P. . No.F. O. mB otdxt 0. Voirlo A L ..o 10719717 UPDATE M 6TH ED. F0177FOC , ... o 1 0472275 OUT TO ED. 2014 FBC IPART OR : XE M DATE BY SIDELITE PANEL DETAILS W Pone No23813.85o9197 33595 (0 21312 R.W.BUILOIND C:UNSULTANra tNO. REVISIONS FBPE O.A. No. 9813 R:\Clients\Plastpro,Inc PERMANENI\A-Florida Product Approvals\FL-15213 Fiberglass Door-bowing-Outswing\C-Drawings\FL 15213(2017)\FL-152131-.R.dwg,4.4 p. W a m o o• w N 4+ u, T�tIA A to O o0M A �Z co"' N�1 W p 7�0 p O V OD O• ZCD I �r- C � N 8 No W fn O• o• I Z 03 T ti -� 9 V o O Z y O 5•m arm $ N Z oo �oa.. CD oom Om CI y o Or z m 0 A o1zO i. coii A� 4h3 I bov o ' m . ryrya O O• a N 4f W ��J OO [a 9- (n MYE3 4f A p A A A N� a 4sN O O W to A W N N N O A4s AW N rn m M A M I��TS m � X M M O 0 A cn O O O N V O �m A W N w $O �OO N V n N v° Un S W Z ti S'•O O rmi� a a n N O R N T •'��C z CV. 4t a. Z ° .� ° • a �i z- Z No.43409 ? October 19,201 PRODUCT: Duumentb Pnpcnd By:� r Lyndon F. Schmidt j� •••,tx0RVQ?:• (J7``�� PLASTPRO INC. P.E. No. 43409 ,�LLL/.YYY•S��NAL N Z FIBERGLASS DOOR' //llllllltlll '• y 2 10 19 17 UPDATE 70 6TH ED. (2017 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I� w 't in\ 1 Od 22 15 UPDATE 70 SiH ED. 20t4 FBC JK HORIZONTAL CROSS SECTIONS na NO DATE BY P.O. Box z3o, valrteo, FL 33595 Phone No.: 513.659.9197 REVISIONS— FBPE C.A. No. 9813 • ®2072 R.W.BUILDING DONYULTANTG INC. R:\Gients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15213 Fiberglass Door-Inswing-Outswing\C-Drawings\FL 15213(2017)\FL-15213.1-,&dwg,5.4 1-114"MIN. EMB.(TYP.) ° Ch ttf (A •A to O W v ° IM 4_ a4 Q 4 ZZ c v q _ _ to �• 14 M CK 6• z O z O 4d a 4 C'SINK ° t {TYP•) a. 1 1-1/4"MIN. EMS.(TYP.) 1-114"MIN. EMS.(TYP,) to w °o 'ti ° to AT N of o N dL X x^ r, f�Jtl a m a o 50 ni N n ° 3 T�"• °9 on .°v Z M a .. G a 1-1/4"MIN. EMB.(TYP.J 3CHlyjO'Ik, , . No.43409 October 19,2017 y Q PRODUCT: Documanh Prepared ey;r�„ -n N Lyndon F. Schmidt I� �0�'•'•` �� PUSTPRO INC. P.E. No, 43409 2 FIBERGLASS DOOR Jlt t t t t 111111� :.y f» 2 f0 19 17 UPDATE In STH ED. 2017 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I� 1 04 22 15 UPDATE TO 5TH ED. 2014 FBC JK VERTICAL CROSS SEC110N5 d lrl/U P.O. Box 230, Valrico, FL 33595 . +• M NO DATE BY YYY Phone No.: 813.859.9197 REVISIONS FSPE CA No. 9813 0 2012 R.W.BUILDING CONSULTANTS Ia. I R:\Clients\Plastpro,Inc PERMANEN7\A-Florida Product Approvals\FL-15213 Fiberglass Door-Inming•Outming\C-Drawings\FL 15213(2017)\FL-15213.1-.3.dwg,6A I EMS,(fYP.) -• to w C'SINK ¢' N (TYP.) OC - am m OQ m N >'°ap 00 d 4 Z o• m m22 ' � P t I-1/4"MIN. z EMS,(TYP.) 3 @ I @ o acne 1 (q"V'4�t C @jj � �30@ z ' EMS.(TYP.) .r N N d e q. en 4. r"N or i+. O a N rx7t 7 rya55 f0 n 7t1 ry p. t0 n t�L�(•'y 0 vP O d. z F77�� N 8pp 0 A 22 O IV 'II P 0 I0 O emit A 1-1/4"MIN. EMS.(TYP.) N0143409 ' OctoTa9r 19,2017 PRODUCT: Oooument�Proporod�•i • I� o I Etl No. 4 mpo Schmidt '+'� � .;e;KONIDh.•' (° ($ z\ FIBERGLASS DOOR ��tJtjONAltti,•� y rn 2 10119117 UPDATE TO 6TH ED, 2017) FBC JJK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 1 4 22 15 UPDATE TO 5TH ED. 2014 FBC P.O. Box 230, VoIrleo, FL 33595 NO DATE VERTICAL CROSS SECTIONS Phone No.: 613.659.9197 REVISIONS I FBPE C.A. No. 9813 w 0 2012 R.W.BUILDING CCNeULTAN INC. •: � ICI � �^ � — I � I— I � ;� �� \��mM ` III TYP o M m Z s III °" TYP. HEAD&JAMBS IL mafT TYP.HEAD& v W 2X III b Z a JAMBS ZN o° n BUCK III ^° O �� C) MUWONSHOWN III FRAM N 0O r cip c=iZ FOR REFERENCE�11 2X o� cs LL ONLY — MASONRY BUCK 43 OUTSWING 5m �a z OPENING III ' W a a in g MASONRY rn m rn III OPENING — 7 INSWING III @SILL o mC a a N III F Y � D O L UI BUCKANCHORING HiNGEJAMB FRAMEANCHORING d d o Masonry 2X buck construction w w w CONCRETEANCHORNOTES: 0 1.Concrete anchor locations at the comers may be adjusted to maintain the min. STRIKE JAMB H edge distance to mortar joints. < 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to a a e maintain the min.edge distance to mortar joints,additional concrete anchors v 9 1 s may be requhred to ensure the'MAX ON CENTER"dimension are not exceeded. 21 13 INSWING ; a 3.Concrete anchor table: 6 ........: .:::. :::::::::::.;...:-:,::::.-:.:-:::.=: -?z',''WIN.'eLEARANCE;:A11N:C{ FRANC. : ° a P :ANCHOR:i;.i4NCHOR;it:;:isi.MiN.;::.::::.r:..:.....:....:.........:..........::• :::........;..,.,............. 81 UTSWING :•:::.-: • : .. ..- :t'::iO;MASONRY:.......<_r;:;10{ADJ%1GEfVT. : 38 O ^ ;EMHEDMENf.. :3i:;;: ::.::.::. .:: :::'::i`_ .::.'t?; .:..:...:..:..:.::Z;':;:: z c z :•::::•:::•:::::•.:•: ::.:::•:::.-:•::::::::::::.::::::::::;::::..::..:..............EDGE...... .:.. .....:...ANCHOR......... 8 a ITW 27 0 02�76 12 i f ® 1/4" 1-1/4" 2" 4" 13 INSWING 2 TAPCON SCAM N.T.S. ELCO 1/4" 1-1/4' 1" 4" M BY: JK c e ULTRACON 38 OUTSWING auc BY; LFS 3 E WOOD SCREW INSTALLATION NOTES: DRAWING NO, ° I.Maintain a minimum 5/8"edge distance,1"end distance,&i"o.c.spacing of HINGEJAMB STRIKE PLATE DETAIL FL—15213.4 wood screws to prevent the splitting of wood. a o sHm 7 or 9 Q a /i� N E z =x, * M TYP. 3g � �c � z o m o �Z 2V 111111� 8N..z o• ^O oz°j is � ' Lo 9m'a 21 42 \ r( "� r o`o a 31 V m c LL TYP.HEAD&JAMBS — — � E `o z° to8 0 w� N � O z - - - �++ --------------- -- FRAM O HINGEJAMB �o �z I zo 00 LL BUCK 43 OUTSWING a5 m MASONRY — 13 INSWING OPENING 7 INSWING a P.@SILL 38 OUTSWING �I o Q 27 0 m o' a a x 61 13 INSWING --y ❑ r o 38 OUTSWING STRIKE PLATE DETAIL 4 n a HINGEJAMB FRAMEANCHORING STRIKE JAMB N R m Masonry I buck construction d o 0 W W in CONCRETE ANCHOR NOTES: 0 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. o 0 a edge distance to mortarjoints. 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 >> ? may be required to ensure the MAX.ON CENTER"dimenslon are not exceeded. n 0 3.Concrete anchor table: ................:....................................... .................... ANCHOR`.`:'i4'NCHOR `.=.:i::?:MINt.`:i:'`;;:::MIN:::CIF.ARANO', MIN:CLFARANCE: o a .................... .......................................:. 0 O U a ;;:::_::............:::.: ..........................: 70'MASONRY ? :::;;.TOADJACA...._:•: Z r t: i1!PE•::i:: BEDItAEM::`.i::ii :::.:............t... .................. N_0 0 ::.>.: EDGE ::::::::. :::.-ANCHOR::•:::: z ITW 02'16112 1 i ® 1/4" 1-114- 2" 4" o TAPCON sr N.T.S. ELCO 1/4" 1.1/4" 1" 4" axa er: JK m' Q ULTRACON cwc BY: LFS 3 a WOOD SCREW INSTALLATION NOTES: DPAMNG NO.: 1.Maintain a minimum 518"edge distance,I"end distance,&1"o.c.spacing of FL-15213.4 ^� wood screws to prevent the splitting of wood. °m sN�r 8 or 9 r — — BILL OF MATERIALS ITEM DESCRIPTION MATERIAL I MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE _o-.a * ?Z=z n� 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 cat. 6 2 1XBUCKSG>=0.55 WOOD ��Y ••z &'gamzmn 4 3 IR 1/4"UMAX SHIM SPACE WOOD ��'i''' * ``;``'�``` =ow o 5 1/4"X 2.3/4"PFH ELCO OR HW CONCRETE SCREW STEEL /1f r r 111�m 0 r).;Z 6 #lOx2-1/2"PFH WOOD SCREW 1.18'MIN.EMBEDME STEEL ^ < a U X i d 7 1/4"x2-1/4"PFHTTW CONCRETE SCREW STEEL $ 0 6m -9 w 8 #9 x 3/4"PFH WOOD SCREW STEEL ^ a v m a a! 9 DOOR SKIN MIN.0.075"THICK FIBERGLASS . 10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL E o z° 10A VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL =w 11 REINFORCEMENT WOOD FOR LOCK WOOD o 3d 12 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD 13 #9 x 2AX PFH WOOD SCREW STEEL 5.6T 14 BOTTOM RAIL CELLULAR PVC 4.56" 15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD F zo wz 15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD "' ry o •• a 16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM Fg m �o 16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM S w N o0 17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL a !2 m¢ 18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL 15 an rusraBl�rNswiNG slu n ourswrNG auMP nlREsrlom o 19 CONTINUOUS SIDELTTE STILE REINF. WOOD g o' 20 POLYURETHANE FOAM BY NA14YA POLYURETHARE- 61 a a 21 4"x 4"BUTT HINGE STEEL 22 #8 x 2'PFH WOOD SCREW STEEL 46. 'm 24 HINGE&LATCH STILE CELLULAR PVCci 25 TOP RAIL CELLULAR PVC 4.56" —� 1 26 SIDELTTE STILE CELLULAR PVC a 27 STRIKE PLATE STEEL LE212' 28 OUTSWING BUMP THRESHOLD ALUM./WOOD d d o z 29 DEADBOLT STRIKE PLATE STEEL 243 ww V, 30 UP LITE ODL/WESTERN REFLECTIONS HP POLYPROPYLENE 31 #9 x 1"PFH WOOD SCREW STEEL �1 ADJNSTABIE INSWING SILL I2 JAMB o H 32 1/4"X 3-3X PFH TTW CONCRETE SCREW STEEL ww 33 SIDELITE TOP&BOTTOM RAIL CELLULAR PVC a c 8 34 SHOE MOULD 5/8"x 3/8" WOOD s 35 GLAZING COMPOUND SILICONE = 36 #8 x 1-1/7'PFH LITE FRAME SCREW STEEL N o u 37 ISEALANT SILICONE • o * e 38 #9 x 7'PFH WOOD SCREW STEEL a F--23T N-Z z 39 SIDELITE SPACER PVC I� oue 02116112 i 40 HINGE&LATCH STILE REINFORCEMENT LVL L5 WALL N.T.S. ° 41 GLAZING SPACER ALUM. 81: JK m' 42 1/4"x3.1/4"PFHITW CONCRETE SCREW STEELEF cw. L FS 43 1/4"x2-3/4"PFH ITW CONCRETE SCREW STEEL 39 sroE!llESPaCER oR wm NO.; 50 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - FL-15213.4 160 SIDELITE PANEL-SEE DOOR PANEL DETAIL SHEET 3 ro sxMT 9 of 9 v f. 1'