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HomeMy WebLinkAbout18-20103 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20103 BUILDING PERMIT X PERMIT-INFORMATION .L.00ATION INFORMATION Permit Number: 20103 Address: 37423 LAUREL HAMMOCK DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s):56 Block: Section: Square Feet: Subdivision: OAK RUN Est. Value: Parcel Number: 34-25-21-0100-00000-0560 Improv. Cost: 19,904.00 1 OWNER INFORMATION Date Issued: 8/14/2018 Name: SUSSEX JOENE Total Fees: 210.00 Address: 37423 LAUREL HAMMOCK DR Amount Paid: 210.00 ZEPHYRHILLS FL 33541-4253 Date Paid: 8/14/2018 Phone: 813-783-4375 Work Desc: REPLACE 8 WINDOWS & 2 DOORS S/S CONTRACTORS APPLICATION FEES MORGAN EXTERIORS INC BUILDING FEE 210.00 C A 21 Ins ections Required FOOTER 2ND ROUGH PLUMB MI SC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits 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 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. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER O� fL0111 fly_. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Q Z {0-KS 111C, Date Received: 7 l S-1 / g- Site: Z-Ou111�� j�gom Permit Type: Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. r Kalvin S rtze =r Examiner Date Contractor and/or Homeowner (Required when comments are present) 613-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department /� / Date Received ((e y.� Q�r p phone Contact for Permitting K ' f �j— Owner's Name T�/SSeX 470`,I L Owner Phone Number d 7 'q 37 Owners Address 710 Lawei /1c►M M OC/( ID/: Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address / ,p n JOB ADDRESS "jrj� &W �')�CA Dr. /t I? LOT# S✓C[ SUBDIVISION OAr V^ PARCELID# 3 q_PS_a 1 —0 J0_0gOO� '95h (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH e INSTALL B REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION Q / BLOCK Q ,/ FRAME /= STEEL = DESCRIPTION OF WORK J�2 trfl^g owS �N W,'s J/W AW 31'ZQ BUILDING SIZE SQ FOOTAGE= HEIGHT =BUILDING $ f 1 L(1 Q VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ / AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �S f� =GAS = ROOFING = SPECIALTY = OTHER= / y// Job _ L l 3 FINISHED FLOOR ELEVATI NS FLOOD ZONE AREA YES NO `� C!J/,�l BUILDER COMPANY /71 OI 41",0Ir y^C' V SIGNATURE I REGISTERED I Y/ N I FEE CURREN I Y/N Address 15e �S ' w-gle, V? _ License# C COj AI- 0- ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address I License# I PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address 1 License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address I License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# I t 1 1 t 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t I t 1 1 1 I t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 subdivisions/large 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,Slormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they Will be responsible. If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill Will be used only to fill the area Within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent % properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs,wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a 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 WORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03 OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed before me this-7.36,1 W Subscribed and swom to(or affirmed)before me this by CAJrl S ►t by Who is/are personally known to me or has/have produced Who is/are personally known to me or hasthave produced as' entification. as identification. Notary Public Notary Public Comm, ion C-167 2'a�of 8' Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped t—ol Karolina Montalvo Perez I'm NOTARY PUBLIC STATE OF FLORIDA Comm#GG227018 NCE 1gl Expires 6/24/2019 INSTR#20181 12851 OR BK 9751 PG 3277 Page 1 of 1 07/05/2018 11:41 AM Rcpt:1971306 Rec:10.00 DS:0.00 IT:0.00 Paula S. ONeiC Ph.D., Pasco County CCerk&ComptroCCer THt'—Q IN'S-t i.P EPARED 9 Ad,d.m a P NOTICE OF COMMENCEMENT Permit Number. Parcel 1D Number: The undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the mHowing information is provided in this Notice of CommencementI'V . 1. DESCRIP ON PROPERTY: L I description of th roperty and r address if availa / r (O L 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR E tMPROVEMENlT: Name and address: C Interest in property: L C _ Fee Simple Title Holder(if other than Uvner listed above)Name- Address: 4. CONTRACTOR:Name: L Phone Number. Address: S. SURETY(If applicable,a copy of the payment bond is attached):Name: Address: Amount of Bond: G. LENDER:Name: �sj f A Phone Number. Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes. Name: � A _ Phone Number Address: 1 S. In addition,Owner designates N of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.Phone number. 9. Expiration Date of Notice of Commencement(The expiration is I year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE.COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ., A.ear-/ S�S� QC�'l�r (Sigr'. e o!Ovrner or Lrsse ®ar 0 ees or Lessee's (Print Name end Provide signatory'sTtJ ice) --- k2:or22d Ofticerl0irectanPariner/Msnager) State of 1 �#lldt.6!` County of fa l The foregoing instrument was acknowledged before me this day of 91�±L20 " by -e SuS5 Who is personally known to me❑ OR - Name of person making statement 1 / vho has produced Identification pe of identification produced: J Z 2 (� 14 i) ` C' + /✓ Ll ��1y'¢�/�; `Susan Moseley _� S'y CM7EIIISSISXii'#SGQ7271$ Feb. 13, 2021 Notary S gn Boded lain Aaron NOWY //Jlp{Ill r` � �G STATE OF FLORIDA,COUNTY OF PASCO ® THIS IS TO CERTIFY THAT THE FOREGOING IS A �I TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE GocCWe r-t WITNESS MY HAND A OFFICIAL SEAL TI tS DAY OF 2 ' P AV L3S.0'N EIL,C K& O PTROLLER © �� BY DEPUTY CLERK Plan Review . Windows & Doo.rs 1) Need manufacturing installation specifications: 2) - Must meet sections R308 and k612 of the 2017 RB.C: 3): .If-windows are to be installed inside;the historical district;they:will need to be approved' by the-historical committee.. . 4 No other work shall be permitted frarhin Iumbin and.mechanical) unless otherwise . . p g, p g, . specified.. .. 5 This *. for re lacem nt lass for lass onl if" ou wish to chan a from screen,or vin I p fig . g ) Y Y g Y windows to.glass; then additional information is required.:- 6.) All'windows to ..wall conn.ectionsahall be left,visible for. inspection. 7) All labeling and.stickers shall remain on,windows.until final inspection: - .'No.'Work shall start without permit first: . PRODUCT APPROVAL SUBMITTAL FORM CONTRACTOR: MORGAN JOB ADDRESS: 37423 LAUREL HAMMOCK DR CITY MANUFACTURER DP APPROVAL# IMPACT NON-IMPACT U.F. S.H.G.0 1 THERMA-TRU 67 20468.1 X 0.28 0.22 2 TOWN &COUNTRY 9520.1 X 4 TOWN &COUNTRY 50 1435.5 X 0.28 0.21 4 TOWN &COUNTRY 50 7058,01 X 0.3 0.21 1 TOWN &COUNTRY 38 21179.a X 0.31 0.19 SUSSEX JOENE G 37423 LAUREL HAMMOCK DR ZEPHYRHILLS FL 33541-4253 1. 37 1/2 x 82-ENTRY 2. 721/4 X 60 3/4-TWIN SH 3. 241/2 X 241/2-DH 4. 35X611/8-DH 5. 711/2 X 79 1/2-SGD 6. 35 X 613/8-DH 7. 241/2 X 241/4-DH 8. 713/4 X 60 3/4-TWIN S H 16 16 49 aP PAS 20 36 20 19 19 0100, 29 4 aP 4 2 20 ALL WORK SHALL COMPLY WITH PREVAILING / CODES FLORIDA BUILDING CODE, REVIEW DAT 3 ✓(LI I NATIONAL ELECTRIC CODE, CITY OF ZEP AND THE CITY OF ZEPHYRHILLS PLAN EXAMJ� ORDINANCES - I�t Business • Professional r BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search b a LON r a Product ApprovalUSER:Public User LrtFc'�:a car Product Approval Menu>Product or Application Search>Application List>Application Detail FL# OApprove Application Type Code Version Application Status Comments Archived ❑ Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional.Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J.King,P.E. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL20468 R2 COI (b)Certificate of Independence,pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2006 ASTM E1996 2002 ASTM E1996 2005 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL20468 R2 Eauiv EQUIVALENCY OF STANDARDS.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/06/2017 Date Validated 12/14/2017 Date Pending FBC Approval 12/18/2017 Date Approved 02/13/2018 Summary of Products F Model,Number or Name Description 20468. a.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door(Inswing/Outswing;X configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL20468 R2 II (d)Inst 20468.1.pdf f 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 20468.1 for Design Pressure Ratings,any FL20468 R2 AE (c)Eval 20468.1.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars.(For Fiber-Classic and Smooth-Star Door panels, this product approval requires the use of"]"part numbers for these doors,which have been stained or painted within six months of installation.) 20468.2 b.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door with Sidelite(s)(Inswing/Outswing;XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL20468 R2 II (d)Inst 20468.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 20468.2 for Design Pressure Ratings,any FL20468 R2 AE (d)Eval 20468.2.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. (For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"I" part numbers for these doors,which have been stained or painted within six months of Installation.) i 20468.3 c.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing;XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL20468 R2 II (d)Inst 20468.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created'by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 20468.3 for Design Pressure Ratings,any FL20468 R2 AE (d)Eval 20468.3.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars.(For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"]" part numbers for these doors,which have been stained or painted within six months of installation.) 20468.4 d.Therma Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door(Inswing/Outswing;X configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL20468 R2 II (d)Inst 20468.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 20468.4 for Design Pressure Ratings,any FL20468 R2 AE (c)Eval 20468.4.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars.(For Fiber-Classic and Smooth-Star Door panels, this product approval requires the use of"?part numbers for these doors,which have been stained or painted within six months of installation.) 20468.5 e.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass Smooth-Star Single Door with Sidelite(s)(Inswing/Outswing;XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL20468 R2 II (d)Inst 20468.5.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 20468.5 for Design Pressure Ratings,any FL20468 R2 AE (d)Eval 20468.5.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars.(For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"I" part numbers for these doors,which have been stained or painted within six months of installation.) 20468.6 f.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing;XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL20468 R2 II (d)Inst 20468.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 20468.6 for Design Pressure Ratings,any FL20468 R2 AE (d)Eval 20468.6.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars.(For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"J" part numbers for these doors,which have been stained or painted within six months of installation.) 20468.7 g.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Glazed Composite Edge Fiberglass Smooth-Star Single Door(Inswing/Outswing;X configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL20468 R2 II (d)Inst 20468.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 20468.7 for Design Pressure Ratings,any FL20468 R2 AE (d)Eval 20468.7.1)df additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. (For Fiber-Classic and Smooth-Star Door panels, this product approval requires the use of"J"part numbers for these doors,which have been stained or painted within six months of installation.) 20468.8 h.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Glazed Composite Edge Fiberglass Smooth-Star Single Door with Sidelite(s)(Inswing/Outswing;XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL20468 R2 II (d)Inst 20468.8.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 20468.8 for Design Pressure Ratings,any FL20468 R2 AE (d)Eval 20468.8.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars.(For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval-requires the use of"I" part numbers for these doors,which have been stained or painted within six months of installation.) 20468.9 i.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Glazed Composite Edge Fiberglass :I Smooth-Star Double Door with or without Sidelites(Inswing/Outswing;XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL20468 R2 II (d)Inst 20468.9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 20468.9 for Design Pressure Ratings,any FL20468 R2 AE (d)Eval 20468.9.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. (For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of"J" part numbers for these doors,which have been stained or painted within six months of installation.) 20468.10 j.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Glazed Composite Edge Fiberglass Smooth-Star Single Door(Inswing/Outswing;X configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL20468 R2 II (d)Inst 20468.10.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 20468.10 for Design Pressure Ratings,any FL20468 R2 AE (d)Eval 20468.10.odf additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. (For Fiber-Classic and Smooth-Star Door panels, this product approval requires the use of"J"part numbers for these doors,which have been stained or painted within six months of installation.) 20468.11 k.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Glazed Composite Edge Fiberglass Smooth-Star Single Door with Sidelite(s)(Inswing/Outswing;XO,OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL20468 R2 II (d)Inst 20468.11.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 20468.11 for Design Pressure Ratings,any FL20468 R2 AE (d)Eval 20468.11.Ddf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars.(For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of part numbers for these doors,which have been stained or painted within six months of installation.) 20468.12 I.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Glazed Composite Edge Fiberglass Smooth-Star Double Door with or without Sidelites(Inswing/Outswing;XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL20468 R2 II (d)Inst 20468.12.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 20468.12 for Design Pressure Ratings,any FL20468 R2 AE (d)Eval 20468.12.Ddf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars.(For Fiber-Classic and Smooth-Star Door and Sidelite panels,this product approval requires the use of part numbers for these doors,which have been stained or painted within six months of installation.) Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: Credit Card Safe �„tulFttn,,, ol THERMAITRU® U:u vetbe�7in DOORS =�':� = Cpo=�s Fiber-Classic.&Smooth-Star. �* % h .omo u � o oid m� COMPOSITE EDGE 3775 MAX°A B 4z OPAQUE FIBERGLASS SINGLE DOOR FRAME WIDTH INSWING/OUTSWINGa a ,IMPACT' ® ® �Z 5 GENERALNOTES yc 'o z 1. This product has been evaluated and Is In compliance with the 6th Ed'itlon (2017)Rodda Building Code(FBC)structural requirements excluding the IfIgh d 04 As Velocity Hurricane Zone'(HVHZ). ,g°2 o �„ 2. Product anchors shag be as fisted and spaced as shown on details.Anchor z W o X O I a embedment to base material shag be beyond wag dressing or stucco. _ b m o a IWhen used to areas requiring wind borne debris protection this product compges With FBC Sections 1609.12&R3012.12 and does not require an impact resistant covering.This product mesh mlage level'D'and includes Wind m g Iona 4 as defined in ASTM El996 and FBC Sections 1609.122&R3D12.1.11. 00 4 4. For 2x stud framing construction,anchoring of these units shag be the same as z V that shown for Dc buck masonry cwrshucfion. Mu ao c 5. 51e rnndifiom that deviate from the details of the drawing regJre further =� engineering anarysis by a gcersed engineer or registered archHect. §5 in 6. RberLlassic&SmoofMtor Door panels require the use of'P pad numbers and must be stained or panted within sh months of installation. 0 n TABLE OF CONFEIM g SHEEN DESCRU9fON ^ 1 6evatkus, 6 General Notes 2 Door Panel De— 3 9evalbm DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSF) d rYaontal 6 Vertical Cross SecBons 2X Buck) LOCK INSWING OUFSWING �'C o° 5 H naavcIfWCconSe wns 1XB CONAGURATION �H,A e 6 Horizontal 6 vertica oars Sections Drect to POMIVE NEGATIVE POSITIVE NEGATIVE oat O6O T6 7 V I°oz Sens es as snore N.1:S. 9 B Buck 6Rome Anchonng x Latch SDeadbalf +67.0 -67.0 +67.0 -67.0 asaae JKAe ' 9 HordwoeDetaa x MuRipofnt +50.0 50.0 +50.0 50.0 °° a LFS a 10 Com en nl f Bit of MaterM See Sheet 3 For Hardware Specifications FL-20466 t srna�s i t O 79.25'MAX.DOOR PANEL HEIGHT— 13- X cm 1= 13 25 —4 ss 0 79.25'MAX.DOOR PANEL HEIGHT NN z am —4 sr <1 79.06'MAX DOOR PANEL HEIGHT qp Po a ® � 1.7I•� 5Z 0 0 Oms" .0 0.89, 65 Q 0 0 0 0 81X 0 SCH4 0.89, PRODUCT: Prep—BYr SUITE OF THERMA-TR t U L�d d AZORMN.-" 0 7 P. SW P.E.'14,.F43400 OHZ. ; IN ro F78ERCL,4SS OR ON —2 RECESSED PANEL NOTATION K_!L PART OR ASSEMB BUILDING mmuLTANTs, WPh—N.j 013.659,9197 m j P.D.B--230.V.10—FL 33595 7) —1 UPDATE TO 6th ED(20f ffC— K NO_LATE REVISIONS— DOOR PANEL MAILS ;13 C...—I— ' 111111111///// 1 4 4 5 6 6 A II///�1 1111 111` u�i>°riC m ® ® =R z mangy o= • -_ = - HARDWARETABIE 2 1 2 2 5 MANUFACTURER _ MODE1- 4 5 _6A 6 0 4 5 6 6 scxwGE KNOB: Est o S V DEADBOLT: U0 mQ H ^ KNOB: SIGNATURESERIESi o R KWMSET DEADBOIT. SIGNATURE SERIES(980) aay SEE HARDWARE NOTPE MUaIPOIW:MPDGART g CHART (NIEBMA•iRU) (3pLMonud Tongue) 4 o m 2 7 7 7 7 Fry �B El w$ I-E E �R A H I -C 611E 08102116 i S. Fiber-Classic/Smooth-Star Door Panel Options a,. N.iJK _ Products approved include all embossed panel doors and 2 panel recessed panel doors. JK m 1F5 Similar opaque panel configurations are avowed. ,c Ha: a g Panels shown are for illustration and are representative only. P1.-20466.1 e B siurr�os 11 0 0 R,NCIOtAThem TNPERMANENTyA-F d Pmdua ApPm I,Vt.20468WSORTTFC55impact-C-po$iW%C-DraWM9$VL20468(2017)-Ct RENr FL-204681-3.,61441 • �Q sA Q a Ea a x 3 0-8 a N � � o y 3y o j n m °z Ct Fr3E�57 r'.R �r �o ee�rnn4 V a 1.1/d MIN. EMB.ffM•I oO V N p2 �' ° • ° r s �9 m v 'Vr'uC5N8 / { N0.43409 g y Ii/29117:: F g BI PRODUCT: Pooumame PnPoree er fa�ti, @WHOP .r2.± Ej Ft TM j(,(A_iRU Lyndon F.schmid ASS IA m FISEROL DOOR P.E No.43409 >` Z 2 Ii 75 t7 RECESSED PANEL NOTA770N JK FART DR AS5E'MBIY- GZ1 BUXOINO CONSULTANTS.WNt11 L. i 7 it}7 UPDATE TO Sth ED 2017 FUC JX P.O.Box 230.VatNoo,FL 33595 HORIZONTAL&VERTICAL m NO DATE BY CROSS SECTIONS(2X RUCK) Phona No.:a13.059,9197 FHPE CA No.0813 V RDi a R.w.0u��omo cor'eu�rwrne wa. R\Clenb%The, To PERMANENTV.-Flodda P,odad Appl TAFL-20468W6DRTTECSSI.P-t•C—P.i.%C-D,awinp%FL2DE68(2017)-CURRENrfL-20M1.3dw9,5.1 - YIN ° a 00 0 �Eo n m N [TTN O P O �p a � D N A .. to i � Z 0 A G � ' � � A Vt W N V O V 0 n n A p���L1L8CFIM ry��i7 /O ���.:F uceNse'••r N..43409 = S PRODUCT: Bevumm,e P,vparad Br• i 6011EOF .• FlBMA ERGGIASSS DOOR P Ed N F4340H 2 IT is 17 RECESSED PANEL NOTATION JK PART OR ASSENBLY: GDQ,{o�BUILDING CONHULTAMS,/��j�lElEt'1ftN l+ m A!0 1 7 17 17 UPDATE TD 6lh EO 2017 FBC JK HORIZONTAL&VERTICAL JL//�p•o.Elox 7Jo,ValAoa,FL JJs99 En ND DATE CROSS SECTIONS V(IXER BUCK) Phone N...B13.639.9197 IS 0 FBPE CA No.9813 C..I.R.W.BunAIRO Ixe. m___PERMANENTVA.___APM�SAR___FC,_.__C-__2"68_.__.6V,6. . 2i is* . )# , , MAX o . _ § . � \ n A■ } \ . B cl § - § n § �70 � HO | �§ `■ n A■ ° 127 Q /� ■ © «Kd g ]/22X \ eM §70 q2Z F{ 77cn / . _� ` MAX &;§ ■ \ ® g § ` n . /§ e . @ � § �■ _ K§ o n ® ice � z » ~ " 9IN, 0 MAX 9� z � 9 \ = . || | 2 H� I " %f ® ( ( mkQ\ {' ?m 5K TE I _w UILDING Yw one )�� 33595 e , „ _=e_� _CA No `�IIII I1111I// Noteg ItemO's17,18,32.34.35,36.37.38839meattachedtojambsw/(3)R8X2-I/Tpthsaewsateachend. Qom•••'•-••• a SM Rem It's I6839arealtachedtolambsw/I2)48 X2-1/Tpfi screm at each erKL � Sd Item 015 4 attached to(ambs ut8ring(2)d10 X Tpph SMS at each end. :It'••. Z .y'�m �'•. m n III ..-•Oh`� �—o^ INTERIORL2�!�IOR INTERIOR EXTERIOR a E-.. �gim �m�w 40 41 422.1m2 33 34 35 36 37SEE NOTE ISEE NOTE I 1�VERTICAL CROSS SECTION 7 Ir-Mg 59 2,VERTICAL CROSS SECTION al 7 v1swM Sig n EXTERIOR INTERIOR EXTERIOR INTERIOR e K ao 40 41 42 7 16 17 18 40 41 42 z N B 10 SEE NOTE E 15 W SEE NOTEl E �� u • e'. n •.. naa 08 02 16 = srue 3 N.T.S.VERTICAL CROSS SECTION r441 VERTICAL CROSS SECTION own w. JK 7 oulswng so m \�7Jwtxcaccesssm aft er IFS 3 owsoa M. rc FL-20468.1 sr&ss 7 w 11 p d R-kC9 nh1Tl—T PERMANEMyt-Fbd6 PM-AM—IAFL-2046BWBDRTTPCSSimp d.• po WXC•DrevMpkFL2D468(2017)-C18RENTVL•2046&1.3AV,&1 gC7 N W n O. n y Z T s � I� O.C.(fYP.) to 14 n y Z T s �•, � Z rn T o ON K° o tIr MAX. d(flP.) o.c.PP.) N ,``11tt11111///AAA' SCNM� G ��#•`�V•�P N�Or 34 11/4P/V g $ I PRODUCT: o«vmenee Propmea B� i BOBBOF r hJ 'r!• n THERMA—TRU Lyndon F.Sanmldt �I'�•.�2pµtOP•.�"4,` Im I P R z m FIBERGLASS DOOR P.E.No.43409 ++ .1 s 2 11 15 17 RECESSED PANEL NOTA17ON JK PART OR ASSEMBLY• (.D BUIIDINo CONSULTANI9, I+ m $0„ 1 7 17 17 UPDATE TO Bth ED 2017 FBC JK �p,0.Box 230,VRMoo,FT.J3S9S m DATE BY BUCK A,FRAME ANCHORING Phone No.:813,059.9197.,FI IS IONS FBPE CA No.9813 V 2O1 b R.W,9U'LDIRU Cous.LTwniG IRc. 11111111111//// o O �W'i iri:O��n 28 2X BUCK L SEE HINGE w /Jl 1111 1 o n`0 z IXBUCK G DETAIL(IYP.) �. o n o MASONROY M 26 V S es 9 m W t 2X BUCKv !t ,i IX BUCK O —OS SIRBCEDETM 2X BUCK L 27 EETONGUE � �o DIRECT TO $ ^a ("i 1%BUCK 3 MASONRY N g m iq '$ G s; LATCH dDEADBOLTDLTAII DIRECrTO M 31 0 a Wftet •® �t MASONRY Zo SFELATCH TONGUESIMKEDLTAIL g 2X BUCK L 6 DETAIL LT DUTCH 1XBUCK G °D°AM T 7 y DIRCLTTO M SUB STRIKE rcl o MASONRY PLATE e 2X BUCK L -° B IXBUCK G N 22 STRII�JAMB HINGElAMB SIRB�JAMB �TTo M o n K 2K BUCK 25 Latch and Deadbolt M t Lock MASONRY 30 i z $ IXBUCK G 27 O 8 DIRECTTO mod'u MASONRY M MAS L 2X BUCK LATCH A DEADBOLTDETAILmauFolffntock LATCH&DEADSOLTDETAIL B 29 G IXBUCK a n Solia9B M DIRECTTO E4 MULTIPOINT LOCK STRIKE UWAIQ LATCH&DEADBOLT STRIKE DETAILS DusEcrro MASONRY 8 (Standard Deadbolt Strike Plate) M MASONRY 24 _ 23 N�o os DEADBOLT STRIKE DEWLS HINGEDFTAH. c N.T.S. .T !s s. F (Security Deadbolt Strike Plate) O°0°" JK ° Sec en LFS ?: ow»no nn_ d FL-20468.1 c dsxm L 0<11 a R:%Ckn�17h.MaTMPEMANUnIA-FlmfdaP ,dAppma%VL-204&aWBORTTFCSSI,pd-Compmft\C.Cmvdngs%FL20460(2017)-QJRRWRFL-2MM.l-34n,10.1 I-W 12r .55' 2? OAST 19 TTOs 0.69, 0 cl 0 0.75' so ........ ... ... No'11/29PA By, !r-,f THERMA-TRU LLyndonF. S-t FIBERGLASS DOOR P.E.N..43409 —2 A2- -JK I PARr - § ---f", E.PINTEM.M..—2 7)FUC J R ASSEMBLY: CONSULTANTS, j RWB.uo,-.,N.G.... ,.9,5 5fl y NS COMPONCOMPONENTSPh.ne No.:BIS.059.0197 REV1SI MPE CA No.9013 `TpI a urprr BILL OF MATERIALS BILL OF MATERIALS Q ' 0 m LIEM f DESCRIPTION MATERIAL ITEM f DESCRIPTION MA177iGL C=•ag' $* (u�..J�i A. A IXBUCK(SG>=0.42) WOOD 25 #8x2-1/7'PFHWOODSCREW STEEL 'yta z' -11!A. B 2X BUCK(SG>=0.42) WOOD 26 #Bx5/8"PFH WOOD SCREW STEEL s�:, m C IN MAX.SHIM SPACE 27 LATCH STRIKE PLATE D 1/47 X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) $TEFL ��i�r �Lpi MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL Jrr f T^L L 2 o m a E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL ^ G 3/16'X 3-1/4°ITW CONCRETE SCREW STEEL 29 4'X f HINGE STEEL \1 Em ?m J 1X X 33/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP V a uY d o a L #10 X 2-1/2"PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP M 3/1IV X 2-IN ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP gEg$. N 3/16"X 23/4'IIW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 3 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP �g 9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP S j 10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) 16 OUTSWING THRESHOLD ALUM/COMP 41 1 DOOR PANEL(HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(Ul) 18 OUTSWING THRESHOLD ALUM/COMP & 22 #8 x 3/4"PFH WOOD SCREW STEEL m 23 #10 x 3/,V PFH WOOD SCREW STEEL a 24 #10 x 1"PFH WOOD SCREW STEEL x Y @R CONCRETEANCHOR NOTES: 6 W Z I.Concrete anchorlocotiom at the comers maybe odlusred to maintain fhe min. d 5 edge dstance fo modar joint- a m 2 Concrete onchmiocafiom rwted m MAX.ON CE 4WMust be adjusted io 20 maintain the min.edge distance to modarjolnls,addtlonal concrete anchors n may be requ4ed to emwe the MAX.ON CENTER dimension are not exceeded. 3 Convete anehafable: rc� - '''"' '""A1INJCLFARANCE;.MIN:CLEARANCE ^ 'ANCI1bR';ANCHOR .:i":.-1NIN.;:`::,,.. . . .. - ep "EMBEDMENT-_:-.TO MASONRY:S i:70 ADJACENT:,=: EDGE:;_: :i-:`_zANCHOR_____ ^^o ITW _ .- TAPCONe 1{' 1.1 4' Y 4• w_o ELCO 1/4' 1.1/{° 1' 4• swe 08 02 16 e ULTRACON scut N.TS I1WTAPCON o 31ir 1.1/4• AS SHOWN 1-yr uwa sm X m' F ax m LFS ; WOOD SCREW INSTALLATION NOTE: n owo an xn 1.Maintain a MNrn 5/8•edge distance,f end ditance,d I•o.e.spormg of vi FL-20468.1 oodsvews ro prere vent the spfift'ug of vpod, artn-LL o f 1 O a , lid . • e Businesse o 1 1 1 BCIS Home I Log In User Registration I Hot Topics Submit Surcharge Stabs&Faits I Publications Contact Us BCIS Site Map Unks Search bProduct Approval or USER:Public User Product Approval Menu>Product or ADplication Search>Application List> ''on Detail FL# FL9520-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category ndowsSubcategory <Mfi llions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich,PE ❑O Validation Checklist-Hardcopy Received Certificate of Independence FL9520 R7 COI EvalReoort836B.pdf Referenced Standard and Year(of Standard) Standard Year AAMA 450-10 2010 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9520 R7 Equiv FL9520 Eouivalency.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/29/2017 Date Validated 10/02/2017 Date Pending FBC Approval 10/05/2017 Date Approved 12/12/2017 Summary of Products FL Model,Number or Name Description 00, 9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R7 II CWS-836B.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact; See Installation Instructions FL9520 R7 AE EvalReport836B.pdf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R7 II CWS-837B.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact;See Installation Instructions FL9520 R7 AE EvalReport837B.Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R7 II CWS-838B.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact,Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact; See Installation Instructions FL9520 R7 AE EvalReport838B.Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick hem. Product Approval Accepts: ®® ® eCte'cY. Credit Card Safe GENERAL NOTES: 1�(y(�(.p�y9({�}((�// 3" PVC MULL BAR- LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH yy(NppyY 5Yy7 ffl SHOWN W/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1900 SW 44TH AVE VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1,900 S4THFLORIDA E' D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 34474 W W W,F 2 CONFIGURATIONS(SEE SHEETS 23):VERTICAL OR HORIZONTAL 3.SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 3"PVC (REFER TO SHEETS 23) MULL BAR 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. O 5.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. E.0 w w 0 p w ZOZ 0 M1 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER p 3 w 3 O W 3— DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. w r,3�_ ANCHOR CLIP - ANCHORCUP Z A C I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT 0 U z y a g 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE p Z j;]—Z 1-p w APPROVAL ZQ F_OZO LL�1Z 70 0 6 11 O 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY y Q 3 012 OF Z_O APPLICABLE LOCAL LAWS.BUILDING CODES.ORDINANCES OR OTHER SAFTEY Q y>3 O K w REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT.ENGINEER OF RECORD, LL BUILDING OWNER OR CONTRACTOR. 0 Z-a WHO O w�0 ay 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a wa 3 a w DRAWING.SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY X X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. 4 Q 4 10 VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED.AND MULLIONS ARE ANCHORED S N. CENSFrG'DyL� SHOWN HERE IN. �y F� G F E D s N. 58201 i P? 7D 70 9 g ANCHOR CUP 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. •" N. =*: VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. EXAMPLE HORIZIMERT.MULLION Z STATE OF .tug FOR SECTION VIEW ONLY % �jPl O R 10 p;;���� ANCHOR CUP Lucas �/unmw�P Tumer 2017-09-28 O O 07:12+20:00 9/26/2017 LUCAS A.TURNER,P.E. r FL PE 0 58201 1239 JABARA AVE. NORTH PORT,FL 34288 � PH.941380-1574 1 5-DESMPT ON: 1 I I TABLE OF CONTENTS [� GENERAL NOTES AND LI VA GENERAL NOTES B ELEVATIONS...............1 OWN DATE: DP CHARTS.................................................23 ADEer:ELE TIONS 09/27/12 BOM 8 EXTRUSIONS.....................................4 ANCHOR CUP EXTRUSIONS.................................................6 DWG r. REV_ SECTION VIEWS..........8 A...............................6-7 EXAMPLE VERTICAL MUWON FOR CWS 836 B CONFIGURATIONS ANCHOR NOTES.. PVC WINDOWS FOR SECTION VIEWS ONLY INSTALLATION DETAILS..........................9-109-10 �LL: SHEET 1:25 1 OF 10 Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Million H-1758,with 1522cllps using four(4)#1OScrews into WOOD or METAL or 3116"ITWTapcons or ELCO ULTRACONS Into SOLID CONCRETE �f or WOOD per each end otmullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. // 7lnftvf}im OPENING SIZE fin.) WINDOW SY57¢M5 39 45 61 57 63 69 76 318 81 87 1 93 99 107 3/8 114 120 126 132 138 145 318 1900 SW 44TH AVE 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 OCALA.FLORIDA 34474 c 423/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 WWW.CWS.CC 48 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 63118 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BO.0 65.0 65.0 65.0 i 3"PVC 67 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 _ 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 74.8 7Z5 65.0 65.0 - _ MULL BAR 65 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 85.0 85.0 65.0 65.0 - - IMPACT 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 05.0 65.0 65.0 63.5 - 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 54.9 61.7 59.1 56.9 53.7 DP CHART IS FOR: wu g no-Ci NON-INTERSECTED IMPACT 3 W'MUON 1758,HORIZONTAL OR VERTICAL,USING(PER END): a z O z O F Z12 m 1522cups i Wg -(4)#10 SCREWS INTO WOOD or METAL o ONOV¢-Na -(4)y1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD o o 3?z Z j D w F�LLMZOODZ ------------ 3o�F�FZ- Design Pressure Chan(PSF)for NON-INTERSECTED Impact PVC 3"Million H-1758,with 1776 dips with six(6)#10 Screws Into WOOD or METAL or3/16"RTN Tapcons or ELCO ULTRACONS Into SOLID CONCRETE or ¢ o y o S'y rn WOOD per each end ofmuiliom HOLLOWor GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. it zNa O�N WHO OPENING SIZE(in.) O .�R w 10 39 45 61 57 83 69 76 318 81 87 93 99 107 318 114 120 126 132 138 145 316 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 c 42 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 111MTTTrrrr r 48 314 80.0 80.0 80.0 80.0 SOX 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 65.0 �10 DREW"I hA 53118 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 :P5-•.CfiNs'•G Z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 ��yl;:.•4 F F`1% J 63 80.0 80.0 80.0 80.0 B0.0 86.0 80.0 90.0 80.0 80.0 80.0 80.0 65.0 65.0 *: No 58201 ;*� 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 g 68 65.0 65.0 65.0 65.0 85.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 - :9 STATE OF 72 85.0 65.0 85.0 65.0 65.0 85.0 85.0 64.9 61.7 1 59.1 56.9 53.7 - %.O'oF•J:L O R 10�'�•��` DP CHART IS FOR: NOTES: NON-INTERSECTED IMPACT 3'MUWON 1758,HORIZONTAL OR VERTICAL,USING(PER END): 1.THE MULL BAR IN FOCUS FOR ANY GIVEN 1776 CUPS CONFIGURATION IS SHOWN IN BOLD. -(6)010 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL x -(6)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BAR(S)ATTACHED TO IT(SHOWN IN DASHES) -(6) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK THROUGH THE USE OF MULL BAR CLIPS.AN 9/26/2017 INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER P.E. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE#58201 TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE. VERTI TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE CAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION NORTH PORT,FL 34288 r TWIN MPIE TwuvrtwPLE PH.941-380-1574 r 1 06rrAL MULLION HORIZONTM- ALpN H ONTALMULUON SI,EETDESCRPTION s I DP CHARTS o i1 T T- NON-INTERSECTED w 'wy OPENING MULLS z w U y SIZE GRAM W. OATS ul zz L ADE 0927/12 L L W ONGt REV_ II I II II LII LI I 70- CWS-836 B Fes-OPENINGSIZE-� --4 OPENING SIZE F� 4�--OPENING SIZE +I OPENING SIZE f�- )'-MULL LENGTH I I^MULL LENGTH---I MULL LENGTH �i SCUE. SHEET 1:1 2OF 10 Design Pressure Chart(PSF)for INTERSECTED Impad PVC 3"Mullion H.1758,with 1522 dips using four(4)#10 Screws into WOOD or METAL or 3/16"rTW Tapmns into SOLID CONCRETE or WOOD,or 1776 clips with six(6)#10 Screws into WOOD or METAL or 3/16"TTWTapoons Into SOLID CONCRETE or WOOD per each end of mullion.HOLLOW or ROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. OPENING SIZE pa yyINDOyy SYSTEMS 39 45 51 67 63 69 75 318 81 87 93 1 99 110 3/8 114 120 126 132 133 145 3/8 19DO SW 44TH AVE, 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 OCALA,FLORIDA 34474 2 423/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 WWW.CWS.CC 48 3/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 63118 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 3""PVC z 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 1 MULL BAR 63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47.3 _ 68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 %0 50.0 50.0 50.0 49.8 47.6 _ IMPACT 0 72 50.D 50.0 50.0 SD.O 50.0 50.0 50.0 50.0 50.0 50.0 50.0 45.4 44.0 _- TE 76.375 50.0 50.0 50.0 59.0 50.0 50.0 1 50.0 1 50.0 1 50.0 48.8 44.0 1 40.0 1 1 - - FQF z 3 ¢�zuu Lull l DP CHART IS FOR: 2 a F z 0 w zOz �_- INTERSECTED IMPACT 3"MULUON 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): O 31n 3�O�� 1522 CLIPS O O�OV QWOF0 -(4)#10 SCREWS INTO WOOD or METAL O m~ a y n -(4)31/4"ELCO U�LTRACONONS S INT INTO or GROUT-FILLED BLOCO ULTRACONS INTO SOLD CK or WOOD Q F Z LL M O O L-0 >. �OFF O_ 1767CUPS 11 y0 zy .-(6)010 SCREWS INTO WOOD or METAL 00�y LLLL110�,IUU LLNWN000 (6)3/16'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD _a ¢O m -(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 4p5....... �0ENSF G`Y•�� TWN/TRIPLE HORIZONTAL MULLION, VERTICAL MULLION 'I� •*: * :*� O's STATE OF :�4rC z --- -- i ISIINGU Itoo,'SS�ONA I'll TWIN EN��. OR o ITRIPUFI -- -- UNITS Z2- L (BELOW' I 1 9/262017 I OPENING SIZE MULL LENGTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941380-1574 SMETDESCRFr10N: NOTES: DP CHART 1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. 2.AN INTERSECTED MULL BAR HAS OTHER MULL �` �' DATE: BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 0927/'12 THROUGH THE USE OF MULL BAR CLIPS.AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 B 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE; SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1;1 3 OF 10 ITEM PART# DESCRIPTION FRAMETYPE OPENING T"MULLBARCLIP "L"MULLBAR CLIP 1 H-1768 1 318"It 3"MUWON TUBE LINE ITEMS NOT USED: F-1522-XXX) (F-1767-XXX) 2 #10 OR912 HEXWASHER HEAD TEK SCREW•(see note belovQ 5-6.12 NEW F-1522-013 F-1767-001 yhNDOW SYSTfl1S 3 #10 x 1 112",PANHEAD PHIUPS ZINC FLANGE RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE 4 #10 FLAT WASHER 7 S-1897 MULLION CLIP FIN NEW F-1522-013 F-1767-004(L&R) W �WS.CCA34474 8 SEALANT RETRO F-1522-013 F-1767-004(L8R) 9 S-1895 DRIP CAP NEW NOT RECOMMENDED F-1767-001 10 S-1896 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-001 3"PVC 11 1 S-6018 I MUWON INTERIOR COVER MULL BAR 13 P-3486 MULL BAR CAP 14 F-15Z2-013 3"SLOTTED NEW CONTRUCTION FIN MULL CLIP IMPACT 15 F-1522-0D6 3"SLOTTEDT-CLIP 16 F1767-001 L-ANGLE 3"MULL CUP,STANDARD Z 3 ¢Z 3 17 F-1767-OD4L L-ANGLE 3"MULL CUP,FIN,LEFT O O <{u p O 18 F-1767-0114R L-ANGLE 3"MULL CLIP,FIN,RIGHT w z O� _Z r 19 #10 HEXWASHER HEAD TEK SCREW o 3W 033= 20 #10 FH TEK SCREW o 002 a�w 0 0 -USE WOOD SCREW SIZE(010 OR 012).SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT U U1gf ZD- qa Z O O—Z7UN 3/a'--y 1? flits• BGl2: t 7nG t 7n6- gpZ O F Z I 'I(� 2''}I ��g\ C w �K W Cl 7 711 3 w 11 1 174' 7o f II/ `� ME! K Z N a O N L 1/16 LO nC p 1116' DRIP CAP 111195 1 13116" 11 1511s'1 113/16' MU W ON INTERIOR 1 3/16- - D_ COVER SE018 FLANGE ADAPTER S-1896 1 3/B' 4 1� 1 11/i6' 11 718'1 �t��1PµOREWi 4� r ~1 F1 L �� �"' mP) 3B �J�pS.`�cENSF�gyF�, 7 Ne 59201 i9 TOP VIEW 27/16' 15116 #! * !#-s 213116' VB' 91. STATE OF ."lur 58' �4"AF .�OR IOP 1 ,���Ss�ONp'ENd� 1 3116' ' 2316' 3'MULLBAR H-1758 IF* I IIL 1!8' �1 MUWON CUP S-1897 f_ I I 9i26nm7 14 ("-- 47l8' �i 21/4• LUCAS A.TURNER,P.E. F-1522 FLANGE FL JA#RA 01 L 1�. RETRO/FIANGE CLIP 1239 NORTH PORT,FL 342 NORTH PORT,FL 34288 PH.941-380-1574 \� 4718'� SHEET DEBCPoPnGN: F-1522-013 NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS A TO REMOVND E FIN F R F AK DRAWN BY: DATE: TO REMOVE FIN FOR FRAME ' ATTACHEMENT TO MULL BAR ADE 09/27112 DETAILA DWG.: REV_ TYP.FIN FRAME 3:1 CWS-836 B SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 12 4 OF 10 1 FRAME TYPE OPENING MULLBAR CLIP "L"MULLBAR CLIP (F-152-013 IF-1767-001 FLANGE NEW F-1522-013 F-1767-001 �V-NIS��iD�1117W(HI//EIIS 1\ I RETRO F-15M-006 F-1767-001 1900 SW 44TH AVE NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474 FIN RETRO F-1522-013 F-0767-004(L&R) v'CWS.CC NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 3n PVC MULL BAR I IMPACT a z 3 az3 o R ON�o O�3mm 3 I O OO �ytl F�23/4' 21W Z O�j�z j Uy a QKQmoOOZ F RC MCI 15V 123WI 27116' — Z�/-1a NN JIIII. O W�o ax > it It ir3wN y6 (2X) n 7/16'THRU(TYP) 1/4'THRU(TYP) I 1? OUTSIDE ,;4Q5,CE WS"GAS."" �� No 58201 A 38' 1/4'(TYP) 7/16'(TYP) 9/B' -ED CD 0: �9 STATE OF .4/t 15/6• (23/4.1 1518' 3' .ONA�E�a`� 1s I 1� x� 9/26/2017 12' 10 I LUCAS A.TURNER,P.E. 2 3/4' 'I ANGLE W STANDARD MULL CUP-F-1767-001 FL PE#58201 s S 1239 JABARA AVE. NORTH PORT,FL 34288 T ANGLE 3•MULL CUP,FIN(LEFT)F.1767-004L 'L'ANGLE 3•MULL CUP.FIN(RIGHT)F-1767-004R i PH.941-380-1574 OU7610E fi1ffEf DESQdPf10N: EXTRUSIONS G WN BY: MT- ADE 09/27/12 DWG/. REV. I CWS836 B SHEET 1:2 5 OF 10 I I I WIMP lLl1U 1900 SW 44TH AVE. W W W.CWS.CC A 34474 I I I I i 3"PVC SEAL SM BEHIND PRIOR TO AT FLANGE I MULL BAR ANT ALONG FULL PRIOR TO ATTACHING C� I PRIOR TO ATTACHING l� I -LENGTH OPLY F WINDOW FRAEA IMPACT TOMULLION 2 ( TO MULUON I 2 GROOVE PRIOR TO ATTACHI9 1 II it S COV ! Z 4FIN MUST BE REMOVED I on8WHERE WINDOWS w z O Z I CONNECT TO MULL _ w� �S�2 O OF-O %-xOo U UtD�UG•l-F-� o z��?z �y PM495U- I C'yp2006g HORIZONTAL.MULL BAR SECTION (A1 HORIZONTAL MULL BAR SECTION I A VERTICA ORIZONTAL MULL BAR SECTION w O o N 0 w 22 e FLANGE FRAME WINDOW S FIN FRAME WINDOW I s BOX FRAME WINDOW a z�'a o 0 N won n -5 FT a o w n D_ -------------------I-------------------------1---------- ..--- --- -------- piio�tti'7''., I APPLY SEALANT ULLBAOG FULL �� 10ENiu+'••U�f��i� St 1 2 I it t� 2 LENGTH OF MULLBAR GROOVE PRIOR TO ATTACK NO DRIP �v' Ne 582D1 ADAPTOR FIN MUST ULL BE REMOVED I 4on rCONNECTTO MWS 1 ��i4(' ...0 0 0 r- DETAIL A z 9(26)2017 i PEAL BEHIND FLANGE t SEE DETAIL B LUCAS A.TURNER.P.E. SEAL BEHIND FLANGE i0(SEE DETAIL B} I TOIMOR ULLIOON�RCHING t } I APPLY SEALANT ALONG FULL PRIOR TO ATTACHING TO MULLION LENGTH OF MULLBAR GROOVE 12FL PE#58 01 PRIOR TO ATTACHING FLANGE e 71CA1 MULL AR EC ADAPTOR NORTH PORT,FL 34288 .�S S.IO� I e {lERT7CRL MULL BAR SECTION ! E e GE FRAME WINDOW ( s FK FRAME UOR 1 t PH.941-380.1574 I SI�ET SCRIPTION: I L SECTION VIEWS MULLS p p DRAWN BY: DATE I ADE 09/27/12 10 DWG: DETAIL B CWS-836 e I I Ste' SHEET 12 6 OF 10 1900 SW 44TH AVE Q CD CD CD OCALA,FLORIDA 34474 :1 F W W W.CWS.CC A —=� - ------ 3"PVC CD 1i ;l lCDi"i MULL BAR 1141 6 IMPACT � —' a- -' fl Ski ' —lipNWO❑ .�` �.� w!g akZ __ _ 13 __ _ _ W 20Z K-- IL W f = A 1 0 oH<mdWO�° SECTIONMEWA-A o ZNyz Z��a TOP VIEW Z oo-ri jDT. FIN FRAME K FFg�yy3>Omoop I- Op�y7Slz 0"6 W ?NKm❑ N a a 1,.1 O 2W2�� W=O�N 2 F a K3a S'MULLBAR(H-1760) (SEE SEPARATE APPROVAL FOR 2 4'MULLBAR(M-1759) AS' APPROPRIATE DP CHARTS) (SEE SEPARATE APPROVAL FOR q\\na\p...APPROPRIATE DP CHARTS) TSEE NOTE 1 7 11116'MAX.EDGE DISTANCEAXEDEDGE DISTANCESEENOTE1 7 11119'MAX EDGE DISTANCE \ SEE NOTyS•S� N.`..19 SEE NOTE5182 E NOTE51821 19 SEE NOTES 1 82 SEE NOTE 4 (1 EAICUP) EAJCLIP) (1 EAJCUP) SEE NOTE 4 9/26/2017 SEE NOTE 4 �15'HORIZ T03'VERT.MULLBAR SECTION FOaISEFtiAT [C14'HORIL T03'VERi.MULLBAR SECTION t'C1 T HORIZ TO 3'VERT.MULLBAR SECTION LUCAS A.TURNER,P.E. -FGf7 l€�Fijp6uw 7� .iEWilv66� ��� FL PE#58201 1239 JABARA AVE. NOTES- NORTH PORT,FL 34288 PH,941-380-1574 1.SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(CITY 1)AND 20(CITY 1),AS SHEETDESCRIPTON: SHOWN ABOVE. 2 PRE-DRILLED HOLES SECTION VIEWS (THRU HIV CLIP 1897),BY THE INSTALLER. MULL INTERSECTIONS MAYBE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CUP EDGE DISTANCE OF9732'ANDA MINIMUM CENTER TO CENTER SPACING OF I?. DRAWN BY: DATE: 3.THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ADE 09/27/12 REGARDLESS OF ORIENTATION(.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH DWG C REv_ MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL CWS-836 B 4 INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL 6GALE: SHEET CUP.PRE-DRILL PILOT HOLE THRU ALL MATERIAL 1:2 7OF1O NOTES: yI I--ly� 1.THE MULL BAR IN FOCUS FOR ANY GIVEN l,(7� .TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE CONFIGURATION IS SHOWNSA IN BOLD.OTHER 2.AN INTERSECTED MULL BAR HAS OTHER MULL WINDOW SYSTEMS VERTICAL MULLION VERTICAL MUWON VERTICAL MUWON VERTICAL MUWON AVEIS) - THROUGH HE USE O IT MULL BA IN DASHES) 1900 OCALA,FLORIDAAVE THROUGH THE USE OF MULL BAR CLIPS.AN OCALA, LORI 34474 INTERSECTED MULL BAR WILL ALWAYS BE WWW.CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. .3n PV`. w w s r MULL BAR IMPACT F� Q OPENING SIZE ^I OPENING SIZE F� L�OPENING SIZE� -•i OPENING SIZE F'^ W Z O ci W ¢ Z F- Z K--_ a W ,m_ 0 OF-O �mo, HORIZONTAL MULLION 0 uw F-Za�Ijt TWIN TRIPLE TMN/TRIPLE TWINR MULE 0 ZU,j-ZI-.7ryq VERTICAL MULLION Z O O N 7 O— HORIZONTALMUWON HORIZONTAL MULDON HORQONTAL MULLION Q F? �Z LLO Z Ow N 0. L OPEN] -- _— z ISITNWISIZE N I u z -1V tyi I OR I 0 a KEN i L __ ___ o ITRIPLEI a a UNITS 710— BELOW LI--MULL LENGTH�� I--MULL LENGTH—I �IIOff! ,i MULLLENGTH F--OPENINGSIZE F---MULL LENGTH" `dOp�?.Y�C ENS�G,Q's, No 58201 •tnp b's ' STATE OF NOTES: ONA;�,.``,� 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL z� DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(910 OR 912)AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 9/26/2017 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL SEAS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. LUCAS A.TURNER P.E. 3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET DESCRIPTION: 5.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS CONFIGURATIONS AND ARE OPTIONAL ANCHORAGE NOTES 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CUP LAYOUTS ON SHEETS 4-5. c m BY: wm ADE 0927112 R 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE 0wc e: Ev_ SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-836 B 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: sraLE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS),FMAWOMA 250(BOX WINDOWS),FMA/AAMANVOMA 300(EXTERIOR DOORS) 1:1 8 OF 10 WINDOW SYSTEMS ED 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.Cc 3"PVC MULL BAR IMPACT RETRO FIT 'L'ANGLE MULL BAR CLIP MULL BAR CUP TWO REQ'D PER EACH END OF MULL E¢ Z 3 Q Z 3: fr 11 MULL BAR SY1 MULL BAR G W W D Q w O w ZOZ D' O1��ry aN3 o�3m Z INSTALLATION ANCHOR 'IF INSTALLATION ANCHOR U U O U w OF SEE TABLE SEE TABLET O Z'j-Z �V1 SEALANT ALONG _ �-_=%� ADD STRUCTURAL ELEMENTS SEALANT ALONG - JI.;r - �- ADD STRUCTURAL ELEMENTS Z O Z U of Z 70 LL Z-) OUTSIDE EXPOSED .�— - AS REO'D TO MAKE LEVEL FOR OUTSIDE EXPOSED _ - AS REO'D TO MAKE LEVEL FOR F 3 O W O=O Z EDGE BY INSTALLER MULL BAR EDGE BY INSTALLER MULL BAR O F.F 20r5i Z PERIMETER BY IN TALLER�� BY NSTALLER SEALANT Z N.m O N12 INSIDE AND OUT SEE TABLE 14E� INSIDE, OUT MIN.EMBEDMENT O = d W N ! cc a SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 MIN.EDGE DIST. MIN FnrF SEE TABLE 1ST p:�4pRE W T SEE TABLE 1 /�VERTICAL FLANGE (-E1 VERTICAL.FLANGE(- `:4 S�Gq-y, e TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICAL FLANGE�L'ANGLE)ANCHORAGE ''ZZ 1. HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION No 58201 ��1 y9o: STATE OF z: 9/26/2017 NOTES: LUCAS A.TURNER,P.E. 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE 058201 TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1239 JABARA AVE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 CONCRETE(20 KSI MIN.) 3/16'ITW TAPCON 1" 3' AFTER INSTALLATION. PH.941-380-1574 CONCRETE(2S5 KSI MIN.) 3116'ELCO ULTRACON 13/4" 1' 3MULLION CUP 3/8'MAX.FOR CLEARANCE OF WINDOW SHEET DESCRIPTION: HOLLOW or GROUT-FILLED CMU(ASTM O90) 1/4"ELCO ULTRACON 1-1/4' 2-117 UNIT AS NEEDED. INSTALLATION DETAILS 2X MW.SOUTHERN PINE(G=0.55) OR CO ULTRACTAPCONON 13/8' 7/8' 4.FOUR(4)ANCHORS REQUIRED PER T MULL CUP,SEE SHEETS 23. FLANGE OR WOO S R EW THREE(3)ANCHORS REQUIRED PER-L-MULL CLIP,SEE SHEETS 23. DRAWN BY: DATE: 2XMW.SOUTHERN PINE(G=0.55) ffi10 WOOD SCREW 13/e' 7/8' ADE 0927/12 16 GAUGE(0.060')MIN STEEL STUD 070.16 HILTI KWIK-FLEXOR fRV FULL THREAD 7l16' S.SEAT MULLION TIGHT 70 MULL CUP. D.va e: REV_ 1/8 KSI YIELD MIN) TEKS SELF-0RIWNG SCREW THRU OREA 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B 1/S'ALUM.(33 KSI IN.) OR DRI#10LLING GRADE 5 SELF-TAPPING/ FULL THREAD 7/16° SPECIFIC INSTALLATION DETAILS. SCALE: 1/8"STEEL(33 KSI MIN.) ORILLWG SCREW THRU 0.125' SHEET _ 1:2 9 OF 10 cog 1900 SW 44TH AVE OCALA FLORIDA 31474 W W W.CWS.CC 3"PVC MULL BAR IMPACT < ? 3 <z3 RETRO FIT 'V ANGLE CLIP ❑ Q ¢�1 O MULL BAR CLIP TWO REQ'D PER EACH END OF MULL Z�O Z <F_Z C, aW� °33= II II MULL BAR rp MULL BAR O U O�O -�-O0 UNI-'Oa�Na INSTALLATION ANCHOR = �1 V-t INSTALLATION ANCHOR < FIr Z LL ZO LL U SEE TABLE I,SHT9 II I SEE TABLE I,SHTB 3yy0�F Fog SEALANTALONGE - - SEALANT ALONGE - w D=0p0 rn OUTSIDE EXPOSED .o.e' OUTSIDE EXPOSED ed z W nw. WO 0 to EDGE BYINSTALLER *°= EDGE BY INSTALLER p w�0 D.= > EXTERIOR FINISH a __ __ MIN.EMBEDMENT EXTERIOR FINISH -e _ __ MIN.EMBEDMENT If R 3 wa rn BY OTHERS °il SEE TABLE 1.BHT 9 BY OTHERS o�(- -- - SEE TABLE 1,SHT 8 PERIMETER SEALANT PERIMETER SEALANT SYINSTALLER BYINSTALLER °q e- INSIDE AND OUT INSIDE AND OUT SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS PAN,. H/TG SEE TABLE 1,SHT 9 SEE TABLE 1,BHT 9 � •�LO ENSF'�'L��. MIN.EDGE DIST. MIN.EDGE DIST. .f No 58201 %Vt- ��VERTICAL SECTION SEE TABLE 1,SHi9 �G1 VERTICAL SECTION SEE TABLE I,SHT9 * : _ 1D TYPICAL FIN(RETRO FIT)ANCHORAGE 70 TYPICAL FIN('L°ANGLE)ANCHORAGE "0= ;a= HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION '9i STATE OF 9/26f2617 LUCAS A.TURNER,P.E. NOTES: FL PE#58201 1239,JABARA AVE. 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 AFTER INSTALLATION. PH.941-380-1574 SWETD. PT ION: 2.RECESS RETRO MULLION CUP 3/8'MAX FOR CLEARANCE OF WINDOW UNIT AS NEEDED. INSTALLATION DETAILS FIN 3.FOUR(4)ANCHORS REQUIRED PER T MULL CLIP,SEE SHEETS 2-3 THREE(3)ANCHORS REQUIRED PER-L'MULL CLIP,SEE SHEETS 2-3. DRAWN BY: OATS: ADE 09/27/12 4.SEAT MULLION TIGHT TO MULL CLIP. DWG s: REv.: 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B SPECIFIC INSTALLATION DETAILS. SHEET 1:2 imF 10 Business o Professional Regulation BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Unks Search Or :x'.�Product Approval USER:Public User Product Approval Menu>Product or Aoollcation Search>A Iication LI pplication De FL# FL1435-R21 Application Type Revision Code Version 2017 Application Status Approved Approved by 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 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE 2 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/11/2018 Date Validated 07/16/2018 Date Pending FBC Approval Date Approved 07/22/2018 Summary of Products FL# Model,Number or Name Description 1435.1 SH-200 Aluminum Single Hung Window(Std.Meeting Rail,Inc.Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R21 C CAC CertificationB-SH200.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/16/2019 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R21 II SH-200.odf pressure,size and anchorage information.The Pass-Thru Verified By:A.Lynn Miller,PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R21 AE SH-200 STD Evaluation 0917.odf Created by Independent Third Party: No 1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R21 C CAC 190-1003CAR2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2020 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R21 II SH-200HD.odf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R21 AE SH-200 HD Evaluation 0917.odf Created by Independent Third Party: No 1435.3 SH-800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R21 C CAC Certification SH800 C-od Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/07/2020 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R21 II SH-800c.odf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R21 AE SH800 Eval 0917.odf Created by Independent Third Party: No 1435.4 SH-5400 EnergyV.ue Vinyl Single Hung Window Limits of Use- Certification Agency Certificate Approved for use in HVHZ:No FL1435 R21 C CAC Certification-SH5400.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/13/2021 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R21 II SH-5400.odf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R21 AE SH-5400 Evaluation 0917.pdf Created by Independent Third Party: No W-5.fuse SH-5500 WinGuard Vinyl Single Hung Window Certification Agency Certificate Approved for use in HVHZ:No FL1435 R21 C CAC Certification-SH5500.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2021 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R21 II SH-5500.odf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R21 AE SH-5500 Evaluation 0917.odf Created by Independent Third Party: No Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls 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 ApprooM Accepts: ®® RM-01 i Credit Card Safe MAIL BUCK WIDTH MAX.BUCK WIDTH SEE TABLE 1 SEE TABLE 1 J 28' MAX BUCK WIDTH �I 21r B.SEE 12• I MAX SEE TABLE 2-MAX12. I MAX I SHEET 3 M SHDEET 44 I a•MAX D.C. 6,SEE MAIL _ - SHEET A,SEE C.SEE A.SEE SHEET3 �� SHEET4 SHEETS 1T jAX / 17.88gr MAX.O.C. / _L � 17.8-BiTT IAAX O.C. k D MAX BUCK I 4'F1AX.J - MAX BUCK HEIGHT SEE �-BUCK O.G HEIGHT SEE �— TABLE 1 HEIGHT SEE x /� TABLE 7 x 10'MAX O.G O �C TABLE 1 / 13�.773'MAOL O.G x � 10•.pX Oy. yMA C A� / p 73.773 MAX O.G I FLf?MAX f4 B NOANCHOR8ATMIL B D YMAX-+{ r- ---SILL qANtYX)RSATSILL ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP. LEG FRAME, EQUAL-LITE CONFIGURATION (COTTAGE SIMILAR)EQUAL-CITE CONFIGUFIGU RATION PROVIEWORIEL CONFIGURATION (SIMILAR ANCHOROIMENSKINS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT.VINYL SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY WITH THE TABLE I: REQUIREMENTS OF THE FLORIDA BUILDING CODE. Window Buck Size Reinf. Design Pressure Cortlfltation SWIPES MAY BE USED BY 2)ALL WOOD BUCKS LESS THAN 7-10THICK ARE TO BE CONSIDERED 7X Conftgura6on Level CAR INS-RISING THE SHAPE IN I INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY Width Height (+)PS} (_)Pg ( J NUTDef A BLOCK AND OBTAINING TO SUBSTRATE WOOD BUCKS DEPICTED AS 2XARE 1-12•THICK OR GREATER DESIGN PRESSURES FOR 1X AND 2X BUCKS(WHEN USED)SMALL BE DESIGNED TO PROPERLY TRANSFER 52-119' 84' Equal-Ifte THAT BLOCK SIZE FROM LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 52.1/6' 84' Sid PTOViaw Fit 50.0 50.0 190.265,1028 THE TABLE ON THIS SHEET. RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR). 52-1/8" 91-13/16" Custom Sash 3)ANCHOREMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/B' 84' E UBN7I8 OR STUCCO.USE ANCHORS OFSUFFICIENT EMBEDMENT.INSTALLATION 9 ANCHORS SHOULD BE SEALED.OVERALL SEALWGIFLASHING STRATEGY FOR $2-1/8" 64' Std ProView R2 65.0 70.0 190-M,1029 WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-1/8' 91-13/16' Custcm StlSh IICI ,III 4)MAX 1M•SHIMS ARE REWIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF ��*.,.-��.:�•. TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE - SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. _ VINYL SH WINDOW FPA(IMP.-RESIST.) 12/13/14 5)THEANCHCOREMETHODS SHOWN RO THE EQUIRAVE ED DESIGNEDPRESSURE. _B _ T W-IrJ%STRINDLOADS STRESS INCREASE HAS BEEN IN THE DESIGN THIS THE _ U- PRODUCT. 1.6 LOAD D HASON FACTOR WAS DESIGN OFTMS GENERAL NOTE58ELEVATIONS g�JROSOWSKI PRODUCT.THE 7.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THATCOMEINIO CONTACT WITH OTHERI;O?:�r�: DISSIMILARMATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AU7H.82028E ' - BUILDING CODE FOR CORROSION RESISTANCE. •;�S;^f:T;{..�1-�.' 1070 TECHNOLOGY DRIVE �8 L,•�I 1I,�� N.VENICE,FL 34275 (941)480-1600 o SH-5500 ti NTS 1 OF FPA-5500.0 A.LYNN MUIR P.E. P.E15H705 TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate Min.Edge Min. Anchor SubstrateMin.Edge Mln. Distance Embedment Distance 6nbedment 0 SMS P.T.Soutnem P e(SG=O.55 16-7 1-V 2-17 x.t31'>f1 "'Nall P.T.Southern Pine(SG=.55) 9116' 2-7116' (steel,188 S.S. Steel,A38 318' 0.050" Max.OP of 50.0 or 410 S.S.) Steel Stud,A653 Gr.33 318' 0.0340'(20 ZE) 2-17 x.131'Rug-shank Nail P.T.Southern Pine(SG=.55) 9116' 2-7/1S' Nax.DP of 50.0 Aluminum 6063-75 3/8' 0.0713' 14 GIL 2-17 x.14.7 Roofing Nall P.T.Southern Pine(SG=.55) 8116, 2-7116' 012 SMS P.T.Southern Pine(SC-0.55) 8116' 13/8' P.T.Southern Fine(SG=.55) &4' 1.T/8' (steel,188 S.S. Steel,A38 318 0.050' 010 SMS Aluminum,6063T5 3/8' 0.0713'(14 Ga) a 410 S.S.) Steel Stud.A6W Gr.33 3!B' 0.0346-(20 Cis.) (steel,1"S.S. Steel Stud,Gr.33 3IB' 0.0346'(20 Ga.) Aluminum,6003-75 3!8' 0.0713'14 Ge. or410 S.S.) i Steel,A36 3/6' 0 .0 50' 3116'UlNaeon P.T.Southern Pine(SC-0.55) 7/18' 1.'V6" (steel) Concrete(min.285 ksl) 1' 1-wir Max.DP of 50.0 Ungrauted CMU,(ASTM C90) 2-17 1-114' ANCHOR NOTES: 1 P.T.Southern Pine(SCr8.55) 1' I-T8' GE-7700 OR 1/4'Ultraeon Concrete(min.285 ksi) 1' l V4- 1)'UNGROUTED CMU•VALUES MAY DOW-791 (steel) Unglouted CMU,(ASTM C80) 2-17 1-vc �UTIONS. Eo cMD SILICONE I`!( Concrete min.205 ksi) 247 I V4' IW NOM.GLASS P.T.Southern Pine SG=0.5 1' 1.11$ 2)PANKIAD,FLATHEAD OR EXTERIOR SITE TYP IleCmtefi7ex Concrete(min.3.35 ksi) 1' 1 V47 HEl(HFAD ARE ACCEPTABLE (410S.S.) Ungrouted CMu,(AS7M C90) 2-17 1-11C 3)ANCHOR LENGTH TO BE SO THAT Concrete min.3.35 ksi 2-17 13rd' A MIN.OF 3 THREADS EXTEND Concrete in.3.275 ks 1-17 1.Y8' BEYOND THE METAL SUBSTRATE. 1/j" ter P.T.Southem Pine(SG-0.55) 1• 11.Tl6• TYP.GLAZING DETAIL Un mted CMU,(ASTM C90 2' 1-1/4' REINFORCENTpTYPE A WORDOW SHAPE USED B INSCRIBING N BELOW OR 7I8'NOM. —�I 7!B•NOM. SIMILAR, AS HO INS(ELDWGTFE I (I'll^III,I SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLE ON SHEET 1. 5/16'AIA PVB 5/16'A/A PVB 1 �{ WIDTH I�---�I WIDTH )+-- 7/16'AIRSPACE 318'AIR SPACE REINFORCENT TYPES 1/8'ANNEALED OR 3116'ANNEALED OR � Q'I_ T TEMPERED GLASS TEMPERED GLASS u Ll T DURASEAL, Is DURASEAL, Is w = j SUPERSPACER SUPERSPACER REINFORCENTf TYPE C li ,ri/ I i OR CARDINAL OR CARDINAL XL EDGE H XL EDGE ANXOYTOP A 1 GLAZING TYPES Ieou. ,sseom IFI LSKOWM l ......... ; f PVB INTEALAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) TABLE 4:REINFORCEMENT TYPES - Reinforcement ;.,I',• .,�10. - 1 VINYL SH WINDOW FPA(IMP.-RESIST.) 8 12113114 Upper Lite IaMrerLite Laval Bottom Bottom Slde GLASS/ANCHOR OPTIONS m JROSOWSKI = 1r= Rail Top Rall Ralf Rails RI B A A A fRT.DFAUTHL nB2e6 �� ?'•. n�rlO?:',�; R2 C A A A 1570 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941}480-1000 YSH-5500 �, NTS S 20F4 $ FPA-5500.0 bz' ,ALYLI�nirrtPa I` EDGE DISTANCE SHOWN INSTALLED THROUGHIX BUCKSTRIP EMBEDMENT �. FLANGE SHOWN SHOWN FRAME INSTALLED INSTALLED SHOWN DIRECTLY TO THROUGHIX f'�--�-'EMBEDMENT EMBEDMENT SUBSTRATE BUCKSTRIP EDGE �r-� O EDGE DISTANCE � O DISTANCE f LS 21 OT.SASHTOP �o EDGE 1 UT RAIL EXTERIOR ..STANCE r S n 0 - D FLANGE I `7 j EQUALFRAME f 0 LEG SHOWN BUCK WIDTH - IFRAME HORIZONTAL SECTION A-A SHOWN BUCI( HEIGHT o O O f INSTALLATION NOTES: I IXiERi0R 1)SEE SHEETI FOR SPACING REQUIREMENTS. 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. I 3)� MAX SHIM THICKNESS TO BE 1/4'.4)GLASS SHOWN IS FOR ILLUSTRATIVE PIIRPOSE3 ONLY AND MAY DIFFER TO MEET DESIGN 10PT.SASH FLANGE REQUIREMENTS. BOTTOM LIFT5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE HANDLE/LOCK OTHER FRAME TYPES. J SHOWN EQUAL FRALEO INSTALLATION T ME EXTERIOR SHOWN HRWGM THE FRAME.INTO METAL NO ANCHORS - / REQUIRED W � FLANGE OR �.��// � ��IVINYLSHWINDOWFPA(IMP.-RESIST.) 012/73H4 EQUAL-LEG FRAME SILLS FLANGE 8 EQUAL-LEG/BOX FRAMES ?o J ROSOWSKI 1._ CERT.OF AUM iR0200 VERTICAL SECTION B-B 1070 TECHNOLOGY DRIVE i N.VENICE,FL 34275 �� ��•v'I'��`„` (941)48G-1600 i SH-5500 NTS 30F4 Lz' FPA-5500.0 xz° A.LYKPM�EK! iL PE EDGE DISTANCE SHOWN INSTALLED SHOWN INSTALLED THROUGH THE SHOWN INSTALLED THROUGH THE INTEGRAL FIN THROUGH THE � FRAME FRAME � I- EMBEDMENT EDGE DISTANCE F�- J-CHIWNEL EMBEDMENT FRAME O SHoIYN EMBEOMEM I o p EDGE o� 1A, I DISTAANCE I� u LS 11 LIFT RAILH TOP L o EXTERIOR I FIN FRAME I-CHANNELI I SHOWN O FRAME r BUCK WIDTH SHOWN HORIZONTAL SECTION C-C INSTALLATION NOTES: BUCK HEIGHT 0 O i)SEE S EET I FOR SPACING REQUIREMENTS. 2)SEE TABLES)ON SHEET 2 FOR 1 ANCHORAGE AND SUBSTRATE REQUIREMENTS. EXTERIOR d;�SSSHMOWNCIS FO ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. ° TOFlCREAA E OTHER FRAME TYPES. Q I MOVED OPT.SASH Q FIN BOTTOM LIFT 1 FRAME HANDLEM1OCK I i SHOWN EXTERIOR E%IEPJOR FRAM o HEN EN I o SHOWN � SHOW INSTALLATION THROUGH INSTALLATION THROUGH THE Q THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL SHOWN EDGE �:->��%'•.,-=r' +' INSTALLED I DITHROUGH STANCE T"E EDGE 'VINYL SH WINDOW FPA(IMP:RESIST.) 0 12/13/14 INTEGRAL FIN DISTANCE ��I T�/7�// � ���� J-CHANNEL&INTEGRAL FIN FRAMES em J ROSOWSIQ = to� 7T1; i �-EMBEDMENT j. CERT.OF AU1H.56288 VERTICAL SECTION D D 0 1070 TECHNOLOGY DINE t N.VENICE.FL 34275 Y' - - o' so ALYNN WLIER.P.E. (941}480-1600 SH-5500 NTS 4 OF 4 z FPA-5500.0 p P.Ep W705 u i ► Professional Regulation BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Florida 7 �Product Approval D USER:Public User uy*t^xcCal�3 LV'L'kSu.YFa�R:tm Product Approval Menu>Product or Aoolication Search>Application List>Ap on Data ;re FL# FL7058-R16 Application Type Revision Code Version 2017 Application Status ved *Approved by 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 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category �Hung Subcategory Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE 2 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 ASTM E1886 2005 ASTM E1996 2012 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/07/2017 Date Validated 11/09/2017 Date Pending FBC Approval Date Approved 11/15/2017 Summary of Products FL# Model,Number or Name Description 7058.1 DH-5460 EnergyVue Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL7058 R16 C CAC DH-5460 Certification B.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 11/18/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL7058 R16 II DH-5460.Ddf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL7058 R16 AE DH-5460 Evaluation B.pdf Created by Independent Third Party: No 7058.2 DH-5560 WinGuard Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL7058 R16 C CAC DH-5560 Certification.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/19/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL7058 R16 II DH-5560.Ddf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL7058 R16 AE DH-5560 Evaluation B.pdf Created by Independent Third Party: No Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® © eLt�k Credit Card Safe i MAX.BUCK WIDTH MAIL BUCK WIDTH SEE TABLE t SEE TABLE 1 28' I 26' 1T I•+—� MAX C M BEE TABL SUCK E ZILX B,SEEMAX SEE O.C. SHEETS B.SEE SHEET3 A.SEE 12'MAX. SHEET4 A.SEE 1Y MAX SHEETS T SHEETd SHE ET3 � / 1&15116'MAX O.C. EQUALLY EQUALLY I 1}15NaMnxo.a I . ANCHORS X I I / ANSPACED CHORS I / _ MAX BUCK MAX BUCK I HEIGHT SEE 4( MAX BUCK NEKINT SEE x 10-MAX.O.C. H TABLE t E X TABLE 1 X /� TABLE 1 EQUALLY I / tb13118'MAX O.G X — 70'MrA1L O.C. 4.M� SPACED / / _(T ANCHOR AS A� EOUAl�Y1 / A 73MAX O.G O.C.51 A ANCHORS{1l MAX —" LWL B�)NOANCMORS AT SAL B NO ANCHORS AT S 2'MAX. ELEVATION FOR TYP.EQUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5560 IMPACT RESISTANT,VINYL DOUBLE HUNG WINDOW TABLET; I)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE Window Buck Size RainL Design Pressure Certification Conf7gDTition REQUIREMENTS OF THE FLORIDARIOA BUILDING Width Height Level (+)pid (-)PB7 (CAR)Number I 2)ALL WOOD SUGCS LESS THAN I-1rr THICK ARE TO BE CONSIDERED IX 52-18' 84- Equal4ite INSTALLATIONS./X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY E TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE I-Vr THICK OR GREATER 52418' 75' Sid.ProView R1 50.0 50.0 190-287.1034 1XAND2XBUCKS CWHEN USED)SHALL BE DESIGNED TO PROPERLYTRANSFER 52-1/8' 86-3f8' Custom Sash ! LOADS TO THE STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AORI. 52-1/8' 84' Equal-lite 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-11W 75' Sid.PfoVkew R2 65.0 70.0 190.288,1035 ) OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEAUNG'FTASHWG STRATEGY FOR 524/6' 863/6° Custom Sash WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4)MAX.ODUCTISNOT ARE FLUSH TO THE AT EACH SUBSTRATE. RIMS CAPABLE WHERE THE PRODUCT 19 NOT RUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE �•''� SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. -'.�•' N;y ylOS LGENERAL FPA(IMP.-RESIST.) g 12/13/14 5j7HE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIN LOADS CORRESPONDING TO THE REWIRED DESIGN PRESSURE THE _^,'. lr: 33-1/3'A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS ELEVATIONS ° JROSOWSKI •. sr _LFPRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF cANCHORSINTOWOOD.ANCHOR57HAT DOME INTO CONTACT WITH OTHERL % •DISSIMILAR MATERIALSSMALLMEETT1�n-r HE REQUIREMENTS OF THE FLORIDA88BUILDING CODE FOR CORROSION RESISTANCE 1070 TECHNOLOGY DRIVE N.VENICE,FL34275 LYNNP.E. (941Y480-1600 1OF4 0h FPA-5560.0 x£ pN) � TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate Min.Edge Min. Anchor Substrate Min.Edge Min. Dlslanae Embedment Dtat9nce Embedment (Steel,I"S.S. P.T.Sou Steel,ern m Ae( - ) D 2-1/2'x Max.O Common Nail P.T.Soumem Pine(SG=,65) 8118' 2-7116, 38 3re' 0.050" x.OP of 60.0 or 410 S.S.) Steel Stud,A653 Gt.33 318' 0.034(r Ga.) 24W x.131-R1n"hank Nail P.T.Soulhem Pine(SG=.55) oiler 2 7116' Max.DP of 50.0 Atum)Mrm.8083-T5 37� 0.0713'14 Ga.) 2-trz'x.t4S Rao6ng Nell P.T.Smdhem Pme{SG=.55) 9116' 2-7t16' 012 SMS P.T.Southern Pkle 55) 9i15" i3 o P.T.S.Inhem Pine(SG-.SS) 314' 1.3I8' Steel,A36 3/8' 0.050' N10SM3 (steel,0&S.S. Steel Stud.A553 Gr.33 31S' 0.0348'(20 Ga.) (steel,I"S.S. Aluminum,6083•TS W 0.0T13'(14 Ge.) «a10 s.s.) m 410 S.S.) steel stud,Gr.33 are' ao34s'(z4 Ga) Aluminum.Pi a(SC- 316 0.07t3'14 Ga Steel,A38 318' mativ - 3J18"UlSmtal P.T.SouMem Pond iSG=0.55) 7J18' i•378' (steel) Concrete(min.Z85 ksl) 1' 148" Max.DP of 50.0 Ungmuted CMU,(ASTM C,00 2-12" 1.1/4` ANCHOR NOTES: P.T.Southem Pine SCx=0.55) 1' i.it 114'Uloacon Concrete(mla.285 ksi) T' 1.3f4' t)'UNGROUTED CMO'VALUES MAY (steel) Ungnouled CMU,(ASTM CEO) 2.117 Wit" BE USED FOR GROUTED CMU Concrete min.2.85 ksi 2-2-1/2' 1 a" APPLICATIONS. P.T.Southern POfe(SCxO 1' 1.3J8" 2)PANHEAD,FLATHEAD OR GE-7700 OR 1t4'Cmte.Flex Contlete(min.135 ks)) t' /-3t4' HEXIfE1DARE ACCEPTABLE SILICONE (410S.S.) Un led CMU, STM C-N 2-= 1.11r 3)ANCHOR LENGTH TO BE SO THAT 1f2"NOM.GIASS Concrete min.3.35 ksi 2-Vr 1.3/4" A MIN OF 3 THREADS EXTEND IW C%L BEYOND THE METAL SUBSTRATE. 7t4'AggreGTtor Concrele(min.3275 ksi 1-1/2' 18` TxTEwoR (18 a S.S.) P.T.Scuthem Pine(SG=D.55) 1' 11w t UAgmuted CMU,"TM C-00) 2' 1-114" �r i TYP.GLAZING DETAIL ! I —+~{ 7le' M. 7/B'NOM. 5J76'AlAPVB ! 5116'AJA PVB--- 7/78"A,ft SPACE 3/8'AIR SPACE TEMPERED GLASS SS 3TEMPENEDGLASR TEMPERED GLASS TEMPERED GLASS DURASEAR DURASEAL, REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C f4 SUPERSPACER SUPERSPACER OR CARDINAL OR CARDINAL I XLEDGE XLEDGE GLAZING TYPES TABLE 4:REINFORCEMENT TYPES PVBIW"LAYERMANUFAMREDBYOUPONTINC.(AKA KUAARAYAMERLCA INC,) Relnfomement tl,,arO`- Uppertite LowerUte ,=VINYL DH WINDOW FPA(IMP.-RESIST.) y 12/13/14 _ ` Y• Level TOP Bottom Top Bottom ,de GLASSIANCHOR OPTIONS J ROSOWSK) =c;U 1b Rail Rail Rao Ra11 SM. $ _^; .�Z ...:i:: Rl A 6 B A A CERT.4F AUT1l s2020B z$ '+;�� rLDI•O'�:'"�' R2 A C C A A 1070 TECHNOLOGY OR'VE N.VENICE,FL 34275 - A LYraJ LectER,P.E (!)41)480-t600 DH-5560J�j NTS 2 OF 4 z° FPA-5560.0 i PE168f03 SHOWN EDGE DISTANCE I I INSTALLED THROUGH IX MMEMBEDMENT BUCKSTRIP I v- SHOWN SHOWN FLANGE INSTALLED INSTALLED FRAME DIRECTLYTO THROUGHIX EMBEDMENT SHH EMBEDMENT-�--� SUBSTRATE BUtlLSTRIP / EDG�E e �� DISTANCE { DLSTANCE II�rI EDGE 1 BOTTOM o I I SASH i TO { e EDGE i 11 BB G11 o � az EXTERIOR DISTANCE J U I11(O�]�l J7 lS 1J 11OPT.SASH 70P LIFflTAO. FLANGE �e �D EQUAL FRAME LEG SHOWN BUCK WIDTH FRAME SHOWN 0 Q HORIZONTAL SECTION A-A I BUCK HEIGHT E INSTALLATION NOTES. 1)SEESHEET 1 FOR SPACING REQUIREMENTS. EXTERIOR2)SEE TABLEIS)ON SKEET2 FOR ANCHORAGE AND SUBSTRATEFLANGE 3)MAX.SHBA THICKNESS TO BE 114". FRAME a)GLASSSHOWN IS FOR ILLUSTRATIVE PURPOSES SHOWN ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. OPT.SASH 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE BOTTOM LIFT p 07HER FRAME TYPES O HANDLE J INSTALLATION THROUGH EXTERIOR THE FRAME,INTO METAL V . tIII llrl;lj' EQUAL o NO aNCILQRs VINYL DH WINDOW FPA(IMP:RESIST.) 0 12/13114 REWIRED IN FRRAAG J ROSOWSKI ME FLANGE DR °FLANGE&EQUAL-LEGISOX FRAMES SHOWN p o EWALIEG .-, rST- F FRAME SILLS _ -e '. ^'.. 1070 TECHNOLOGY DRNE pg �•;,,,�;;�`` . VERTICAL SECTION B-B N.VENICE,FL 34275 : (941}480-1600 i DH-5560 h NTS 30F4 z FPAS560A 6T A.LYPMEK'M EFLPE. SHOWN INSTALLED SHOWN INSTALLED �+-.-I-EDGE DISTANCE THROUGH THE THROUGH THROUUGH THE SHOWN FRAME INTEGRAL FIN t GHTHE T � I FRAME O EMBEDMENT EDGE DISTANCE r- FIN FRAME �va•MAEMBEDMENT SHOWN I t/0d'MA%SMU o oo a•MAaX SHIM BOTTOM SASH EDGE DISTANCE11111 Psal �TOP SASH EXTERIOR �O I EMBEDI MEM I'I o o n FIN V FRAME I F IS 21 OPT.SABH TOP �e �D SHOWN LIFT RAIL J-CHANNEL FRAME SHOWN BUCK WIDTH j Q O HORIZONTAL SECTION C-C BUCK �-1 114'MAX.SMM -� 114'MAIL SHIM HEIGHT i INSTALLATION NOTES: ; 1)SEE SHEET t FOR SPACING I REQUIREMENTS. I 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE EXTERIOR IIllulJ� REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE IA. 1 <2 O 4)GLASS SHOWN IS FOR r ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN i q I q REQUBtEMENTS. 5)FIN ANMOR FLANGE MAY BE - OPT.SASH REMOVED O CREATE 07HM . J-CHANNEL (BOTTOM LIFT FRAMETYPES. FRAME J RAILFIN ❑ FIN ❑ SHO FRAME WN EXTERIOR FRAME b SHOWN F)CiERN)R SHOWN a� INSTALLATION THROUGH INSTALLATION THROUGH THE o SHIM THE FRAME INTO METAL INTEGRAL FIN,INTO METAL SHOWN TT olsEErWWANCE VINYL DH WINDOW FPA(IMP:RESIST.) 0 12/13114 INSTALLED EDGE J-CHANNEL 8 INTEGRAL FIN FRAMES��J ROSOWSKI !�` THROUGH DISTANCETHE - INTEGRAL FlN EMBEDMENT CERT.OF AUTH.N28298 _ `l,` VE 1070 TECHNOLOGY DRI VERTICAL SECTION D-D N.VENICE,FL 34275 - (941)-480-1600 DH-5560 . NTS 40F4 -z FPAS560.0 x$ wLY��LER,P.E. Yi A- Producto t o. ' •g eBCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search M L1 RI)Product Approval USER:Public User Approval Menu>Product or Application Search>Application List>Application Detail •�r - FL# FL21179-R2 Application Type Revision Code Version 2017 Application Status proved proved by 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 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory tenor Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 ASTM E1886 2005 ASTM E1996 2012 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/15/2017 Date Validated 11/19/2017 Date Pending FBC Approval Date Approved 11/21/2017 Summary of Products FL# Model,Number or Name Description 21179.1 SGD-5470 Vinyl Sliding Glass Door(Non-Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL21179 R2 C CAC SGD5470 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 11/11/2020 Design Pressure:N/A Installation Instructions Other:Please see installation instructions for design FL21179 R2 II SGD5470 InstallationF.Ddf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL21179 R2 AE Prod Eval-SGD 5470.Ddf Created by Independent Third Party: No 21179.2 SGD-5570 Vinyl Sliding Glass Door(Impact-Resistant) Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL21179 R2 C CAC SGD5570 Certification.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/13/2020 Design Pressure:N/A Installation Instructions Other:Please see installation instructions for design FL21179 R2 II SGD5570 InstallationF.Ddf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL21179 R2 AE Prod Eval-SGD 5570.Ddf Created by Independent Third Party: No Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.27S(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. Prodrruc��t Approval Accepts: ® Ems' © `-cam Credit Card Safe f t r ! MAX.UNIT WIDTH MAX.UNIT WIDTH - - - MAX UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 182 ) PERTABLES182 PER TABLES 1�82 PERTABLES� � `III MAX.U� / ``/ I MAX.UNIT / /j I MAX UNIT 1 I� ��� HEIGHT Ipp HEIGHT / / I HEIG I; PER CCC���JJJ B PER TABLES 182 �g PER TABLES 182 / / I2 PER TABLES 182 Ig TABLES182 J J\T J J 1-6UR�A 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFITIONS CONFIGURATIONS MAX.UNIT WIDTH —MAX.UNIT WIDTH MAX.UNIT WIDTH © I NOM.PANEL WIDTH_ NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 182 PER TABLES 182 Tp T 1 u MAX.UNIT MAX UNIT ( / I� MAX.UNR / It H IG! PER HEIGHT / Ip HEIGHT / 19 TABLES 1 82 PER TABLES 1 8 2 / / / / / I2 PER TABLES 1 8 2 / / / / / / I2 = J J S-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS CORNER,TYP. �® oursce eexrrn swva�usme wmea amra i I I MAX.UNIT WIDTH MAX.UNIT WIDTH I NOM.PANEL WIDTH NOM.PANEL WIDTH ` PER TABLES 1 8 2 PER TABLES 1 8 2 MAX UNIT j j + / I MAX.UNIT j I HEIGHT / Ik HEIGHT 1 Ip j PER TABLES 182 / / ig PER TABLES 182 / ?-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS j I CONFIGURATIONS NOTES: i 'X'=OPERABLE PANEL � 'O'=INOPERABLE PANEL DLO WIDTH NOM.PANEL WIDTH-B-9116' �"I" 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE N POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB •_POCKET PDLO ANEL HEIGHT TDOOR HEIGHT G GHT1-1112' LOCATIONS.EXAMPLE:N ANEBXXXX IN POCKET(p)CONFIGURATION CAN BE pX)OIXp,pXXXX OR XXXXp.OXXX IN •p- POCKET CONFIGURATION CAN BE OXXXp. Na Se 'p= 2)90°8136°CORNER CONFIGURATIONS AREA COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR FPA(LM) 3/24/16 ;••QQ#:: 705 :*= 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONSS J ROSOWSKI REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER �� ��PS+'•:2oRloP.. '\��. I 4)FOR NOM.PANEL WIDTH,SEE TABLES 1 8 2. ® TECHNOLOGY DRIVE N.VENICE,FL SHEET NUMBER (941)-480-1600 Q ALYNN NILIFR PE �_ CERT.OF AUTH.#29298 SGDSS7011 NTS 20F 26 d FPASGD5570.?�� P.ea segos i �— DETAIL Al DETAIL B1 METAL TYP.,ANCHOR LENGTH TNRU tx WOOD � DETAIL C1 DETAIL D1 TO BE A MIN.OF 3 THREADS INro MAsoNgr FACWG EM. RRERLOfX INTOMETAL BEYOND THE METAL CONCRETE/CMU PER SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH -- t 1/4'MAX, REQUIRED IF DOOR 19 I TYP.ANCHORTYPE, • KEIGHTN ovEHOS• 6 R1 wI EMBEDMENTAND28•0'C zn I n EDGE t EDGE DISTANCE PER e �I a DISTANCE SUBSTRATE,SEE n q 1119 TABLE A,SHEET 1& Q so DAYLIGHT NOTE 3,BELOW t6 WTEgIOq e 0&0 n I I OPENING WIDTH - -� o a l::l" o e WIDTH � 6 EMBEDMENT q { P EDGE EDGE DISTANCE,;" 0 25 m I eYfEgNq DISTANCE 1 •• EE NOTE 6. THI NOTE 6. I I r'O �- vO�STNIS SKEET 1/4'MAX. 6 ;1X,OR2XWOOD THIS SKEET I I TMlsn . BUCKSTRIP,SEE EMBEDMENT SEE NOTES.THIS sKFEr ss #8 X 314'SMS REINFORCEMENT SCREW;7 I ANCHOR / NOTE 4,SHEET 1 L__-__J, _ TYP.ANCHOR TYPE, 63 PER STILE,LOCATED AT CENTERLINE AND 6, PLATE EVERY )/ HORIZONTAL SECTION(XXX SHOWN) 0'812'FROM ENDS(FACTORY INSTALLED). EDGE DISDAN E MENT P R ANCHOR DETAIL BZ SUBSTRATE,SEE LOCATION DETAIL C2 DETAIL D2 TABLE A,SHEET 1 8 DETAIL A2 INTERLOCK DRO MASONRY ASTRAGAL NOTE 3,BELOW INT09I W000 FAGMG Mf. ZX WOOD BUCKSTRIP OR tB REW6EDIF DOOR EMBEDMENT `'``_�� j FRAMING,SEE ANCHOR DAYLIGHT HEIGHTISOVER66• _ -I NOTE 3,SHEET 1 OPENING WIDTH 6t tZ 1/4'MAX. P ' EDGE T DISTANCE I I ' Plo I � �� I I TYP.ANCHOR TYPE, ` yJ SEE NOTE 6,THIS SHEET LL�� EMBEDMENTAND - 26 n I I EDGE DISTANCE PER d (w v 6` TYP.ANCHOR TYPE• SUBSTRATE,SEE e u EMBEDMENTAND P TABLE A,SHEET 1 8 it e I EDGE DISTANCE I I ' NOTE 3,BELOW PER SUBSTRATE, I I —LEA,SHEET , i EDGE �e d d 1&NOTE 3,BELOW DISTANCE I I EXIEgroR I V4•MAX. I�—PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BED r— ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) FOXED PANEL CLIP& INTERIOR OR ;�`� NY LY NOTES ANCHORS,SEE EXTERIOR DIRECTION. \1,O .. NN 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORa1.IENr xPEs(SEE NOTEe,Tws SHEET) DETAIL SHEET IB ALL PARTS IDENTICAL. ��� � UG"'- ..4/ 2)REFER TO ANCHOR NOTES,SHEET 1. �F FORALL 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR LG ASTRAGALS. FD 5, _*:: No.Sg)ps ANCHOR QUANTITIES,SEE TABLES 1&2. snUEs AND OO Q MD VINYL SLIDING GLASS DOOR FPA(LM) 3P14/16 - 4 CONTINUOUS ANCHOR PLATE,REM#8,IS REQUIRED AT ALL HORtz0e/TAL MLS R E INSTALLATION,HORIZONTAL XSECT. S J ROSOWSKI ;p.• Lo (6 11 FRAME ANCHOR LOCATIONS. �,p. sFA •:"Tti= 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON v E ......•\a�� 16)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL wtERLocx j Q rl 1070 TECHNOLOGY DRIVE �a �'',`,S�pNA REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF L oNLYt �J N.VENICE,FL 34275 � ��IlNtltu``��� ' THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD NO (941}480.1600 g 7)SEE SHEET 20 FOR SCREEN DETAILS. CERT.OF AUTH.#29286 SGDS570 NTS I 3OF25 gI FPA.SGD5570. 09 A.LYNN MLLLER.RE P E158T0S c 1 DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 IMOMl50NRY AND EDGE DISTANCE PER iNrO wooD iNrD nWsoNRr wro mETAL MULLION,ALUMINUMISTEEL Ix eucxsTtBn SUBSTRATE,SEE TABLE A.SHEET 1 8 NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING AL STEEL STUD.MAY TND ANCHOR TYPE,EMBEDMENT BE VERTICAL OR HOR120NTAL. FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE(CMU PER SEE SUBSTRATE PROPERTIES, CPECANCHORU EDGE NOTE 3,SHEET1 �CHOR REQUIREMENT PER ANCHOR DISTANCE SUBSTRATE,SEE TABLE A.SHEET EDGE TABLE A.SHEET 1 REQUIREMENT EDGE 1 8 NOTE 3,THIS SHEET 1 EMBED- DISTANCE DISTANCE EDGE DISTANCE °.- MENT I EMBEDMENT ` EMBEDMENT EMBEDMENT 114'MAX. a 114� 7X OR 2X W. 114'MAX. 1 a 1/4'MAX. a � 1/4'MAX Q BUCKSTRIP,SEE Q [1 ANCHOR NOTE 3, `fl e TYP.ANCHOR TYPE,EMBEDMENT AND NP.ANCHORTYPE,EMBEDMENTAND �`// EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE SUBSTRATE,SEE SHEET 1 PER TABLE A.SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET a / w 31 NOTES / LaclTao'TRILES 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. { LE 2)REFER TO ANCHOR NOTES,SHEET 1. ` EDIED.. 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION d SPACING, AND #8 X 314'SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16' ! I HORIZONTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM 118,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16' ANCHORPLATEAT RuLS CENTERLINE AND 9'FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT DOOR HEIGHT-2-12' EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT OPENING O PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL ! FRAME SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT HEIGHT NOTE s, SILL RISER EXACT DIMENSIONS. THIS SHEET VARIES WITH REQUIRED g1pR POSITIVE I O DESIGN r PRESSURE. .390 h�— SEE SHEETS .390hF- RXTFRIORW� j sz 7&8. .390—ti Fes— � —T �7 zs ; 390 1 2947 #42SHO" ' 1.793 1 2.370 I 4.041 U4'MAX �' °z 64GROUTAS N4345 Also APPLY 823 2.887NEEDED,SEE 1.917 ANCHOR NOTE^"� �I .0605,SHEET 1 z 1/4'MAX. 1z a 2-12TOTAL SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER JqI I uTzj (2-12'TOTAL (3-12'TOTAL 4 1/16'TOTAL (4Sl8"TOTAL - — SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) �� '�:•UCEN :MENT D- EMBEDMENT EDGE y•'. °, - - ,� VINYL SLIDING GLASS DOOR FPA(LM) 91324116587 EDGE TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL XSECT. � �J ROSOWSKIlo ;DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENTAND i ;0,�-• STA op :40`EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE �� %h` '•�1ONCRETE/CMU PER SUBSTRATE• NOTE 3,SHEET 1 PER SUBSTRATE, 1070 TECHNOLOGY DRIVE ° %'VALERANCHOR IDETAIL FI I SEE TABLE A, DETAIL F2 SEE TABLE A, N.VENICE.FL 34275 �� �zTZIIIiIIIaTs`` REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, (941)-48D-1600 y Q womso� THIS SHEET INTO WOOD THIS SHEET SGD-5570,1 NTS 6 OF 25 gf FPASGD5570y p aLV fin.E CERT.OF AUTH.#29298 P.E..Ea saws I 7- T, � ,.-INTER 71 1-9 1 I._ MAX N MAX I&VOL, S021rCEY 1o.c. SH9 SEE sl'Eu is EEO 0 31 135* DETAIL G1IDETAIL HII yr r2 <�3 MAX WSH EEO.C. T 19 13W NOTES 1)DETAILS APPLY TO Z 3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION a sPAC4NG,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, "Y"Ly"" 33 DEPENDING ON CONFIGURATION, '-"'��o...... DETAIL G2ex� VINYL SLIDING GLASS DOOR FPA(I-M) 1113/24/16 MAX3X0 SEE SHEET 19 M ouTsrpE CORNER W CORNER ASTRAGAL M ORM X-SECT. JROSOWSKI pi t Q7- ..................... 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 "0' 5 or 2s R.E.CERT.OF AUTH.#2929-6_ DETAIL I1 DETAIL 12 OPTIONAL NON- CONCRETE/CMU PERANCHOR ANCHORS FOR- E TYP.ANCHOR TYPE,EMBEDMENT DISTANCE REQUIREMENT STRUCTURAL EDGE 21 INTERIOR POCKET JAMS AND EDGE DISTANCE PER SEE FIG 1,30 SUBSTRATE,SEE TABLE A, F=REi,KT0 OCKSATPOWM-. INTERIOR POCKETS MUST • THIS SHEET SHEET I&NOTE 3,BELOW INCLUDE A NON-STRUCTURAL, FOR DOOR HEIGHTS 96*AND LESS: 'REDUCE OPT.THE FRAME JAMB TO POSSIBILITY OF WATER 2t ANCHOR INFILTRATION. 114'MAX. to 17 OPT. EMBEDMENT POCKET BY OTHERS,SEE NOTE 6 BELOW. :EMBEd- FOR DOOR HEIGHTS OVER MENT-*• �OPT. IW MAX. 21.9" 97 ANCHOR AX.D.C. SEE FIG 1,31 CONCRETE(CMU MS SSE so TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE L EDGE PERANCHOR SUBSTRATE,SEE TABLE A.SHEET I DISTANCE REQUIREMENT NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET zz91 21 TYP.ANCHOR TYPE.EMBEDMENT AND EDGE DISTANCE PER METAL TYP.,ANCHOR LENGTH SUBSTRATE,SEE TABLE A,SHEET I TO BE A MIN.OF 3 THREADS &NOTE 3,BEL 2X WOOD BUICKSTRIP OR BEYOND THE METAL SUBSTRATE EDGE /—FRAMING,SEE ANCHOR EDGE DISTANCE NOTE 3,SHEET 1 OPT.ANCHOR DISTANCE OPT.ANCHOR EMBEDMENT PT1i OPT. , DETAIL 14 EMBEDMENT lw 1/4-MAX MAX n SEE FIG t. lo SEE FIG 1. 28 27 22 21 91 OIAY Lmlv EXTERIOR POCKET ......... EXTERIOR POCKET . . Rl_0R NOTES 4,VINYL SLIDING GLASS DOOR MA(LM) =4116 Z t 1)DETAILS APPLY To 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES.HORIZ-X-SECT.ja J ROSOWSKI = 2)REFER TO ANCHOR NOTES,SHEET 1. 0�2. �i- 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1 2. ......ms.. 4)SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. -iI70 TECHNOLOGY DRIVE 1, L 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. N.VENICE,FL 34275 is 111111101\ 1 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS (941)-480-1600 ,�JNTS --l—I &LYNNMUEPLPE AND REVIEWED BY THE AUTHORITY HAVING JURISDtCTION. CERT.OF AUTH.1329296 F"Ssns L TABLE 1: Design Pressure(DIP)and Anchor Quantities Required, for 9H appaied emegUlatera On Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table br. floor Unit Hefght PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SSE TABLE A, Glass Types 1,3 a 6 SO SHEET1 FOR COMPLETE ANCHOR LIMITATIONS. ASITSPI Reinthmemerd#29 6815116-DLO Heigh DLO HeightW5116`13LOHeight THE MAXIMUM OP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE L-tisfits Reltib-cment#25 or#M Anchw Grasp AnchorGmp AtichorGmup MAXIMUM POSITIVE OP DUE TO THE SILL HEIGHT MUST ALSO BE SILL Intedmk Reinbmem rd NV A B C 6 A B C D A 8 1 C O CONSIDERED,SEE TABLE 81.THIS SHEET. Design presswe .601-60psf +601 +60I-60psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3-1,3 ANCHORS 19-1/ir C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT 2r DLO 5 5 5 MIDSPAN OF PANEL}. Width) _J=b TITIM. " TOTAL#OF ANCHORS THROUGH THE JAMB. F.htok 7 7 1 7 7 7 1 1 1 1 1 1 8 8 1 8 8 ovamn Pmsswo +601.Wpsf +601.60ps1 +601.60psf THE 0 OF ANCHORS REQUIRED THROUGH THE P-HOOK 25-1/8' 1 C3+1 c*+lTc3+ilc5-1 C30 + C3+1 c3+1 PERPENDICULAR TO THE GLASS. 3T OLD Width Jb 5 6 5 5 6 6 5 5 5 5 5 6 P�, 7 7 -7-1 7 7 1 7 PF�47 I a 8 a a ss gn Pressure -6aI-60ps7 . +601 As/ +./-Wpsf 31-1/8, C3+1 I C3+1 C3*1 1 9!1 36' OLD 6 6 5 5 5 S S - 5 Width 7 7 1 7 T—f 7 1 7-1 7 a I B a B Design Pess" +601-60ps7 +60/ psf +601-60pf HeaWSM C3+1 C3+1 C3+1 C3+ jwnb P-hook 37-1 r—He�, - -llc3+llc3+1 c3+1 c3+1 C3+IIC3.11 TABLE 81:gill `71 4r OLD —Jt, 5 5 6 5 6 WawtUmftd Width T wl T`f+ 5 P4wk —74 1+5 7 8 a a a DWp Pram FIG 1: OH LENGTH Design Pressure +601.60psf /-'\+601-6Dpg w+ fuupr SM Nom.SHI Max.(+)OP 43-118"--p;WS—io C3+2 C3+1 I C3+1 2 C3+1 C3+1 C3+1 CS+Z C3+1 +1 C3+1 Reer Hitight Allotted DOOR ASSEMBLIES 4V OLDJamb 6 5 S 5 5 6 6 5 2 INSTALLED WHERE THE Width5 5 r Sea P4=K 7 8 a a a r 41 E21"+30�pe-s 7 7 7 7 7 OVERHANG(OH)LENGTH IS E4 3-1W +60.0 psl EQUAL TO OR GREATER THAN USED IN EXAMPLE ON SHEET 9 1 4wo psf THE OVERHANG HEIGHT IS EXEMPTED FROM WATER +0.0 psi INFILTRATION RESISTANCE. ki DLO WIDTH=NOM.PANEL WIDTH-8-9119' DLO HEIGHT= OR HEIGHT-112 LYNIV \X. ..........4,1", PANEL HEIGHT DO=DOOR HEIGHT 2-1/2' Is.58705 TABLE NOTES: VINYL SLIDING GLASS DOOR FPA(LM) 1113/24/16 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE BI DETERMINES THE WATER LIMITED(+)OP. OP&ANCHOR QUANTITY TABLE A.J ROSOWSKI It z s i 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL Z RISER IS NOT REQUIRED;OTHERWISE,+DPS SHOWN IN TABLE I MAY BE USED. 3)SEE SILL RISER TYPES ON SHEET 4. 1070 TECHNOLOGY D ii "to 4)SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS. N.VENICE.FL 34275 1," ....ok�- 5)REFER TO ANCHOR NOTES,SHEET I. (941).480-1690. _.rjrs��Go 6)SEE SHEETS 11.16 FOR ANCHOR LOCATION&SPACING CERT.OF At ITH TABLE 2: Design Pressure(DP)and Anchor Quantities Required ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A. Glass Types 2 or 60' 84' 86'. 108' 120' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Relnfacement Wit W15116'DLO Height 72-15116'DLO Height 84-15116'DLO Height 9&15116'DLO Height 108.15116'OLD Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockable Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Gmup MAXIMUM POSRNE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD Intedock Reinforcement#28 p B C D A B C D A 8C D A B C D A I B I C I D CONSIDERED,SEE TABLE 132,THIS SHEET. 19-1/g• Design Presm" +100/-100 µsr +100/-100psf +1001-100psf +60/.65pst +60/-65 psf #OF ANCHORS THROUGH THE HEAD B SILL.(EX:FOR C3+1,3ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT I 24' DLO FieadlSm qN p+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 CJ+1 C3+1 C3+1 C3+1 C3+1 C3+1 q+t MIDSPAN OF PANEL} Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 8 8 6 6 6 0 6 8 TOTAL#OF ANCHORS THROUGH THE JAMB. P�ook 7 7 7 7 7 7 7 7 8 0 0 B 9 B B 9 10 10 f0 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-100psf +f /-foopsf +100/-loops, +60/-65psr +60/-65psr PERPENDICULAR TO THE GLASS. 2DLO HeadlS6t C5+1 C3+1 p+1 C3+1 C5+ og1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3 q +1 +1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Width 30' dth .lamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 8 6 8 6 P400k 7 7 7 7 7 7 7 7 B B 8 B 9 B 9 9 10 10 10 10 F Design P/esssme +100/400psf +100/-loops! +100/400psf ♦60/•6.5psf +60/•85psf FIG 1: ! 31-1/8' Head/Sm C5+21 C3+1 C5+1 p+1 C5+2 C3+1 1 C5+1 I C3+1 I C5+2 C5+1 I C5+1 C3+1 C5+1 C3+1 p+1 C3+1 C5+1 C3+1 C5+1 C3+1 OH LENGTH 36' DLO Jamb 5 5 6 5 5 5 6 5 5 5 7 5 8 6 6 6 8 1 6 6 6 g Width P-hook 1 7 7 7 7 7 7 7 8 8 6 B 9 9 9 9 10 10 10 70 Fr DOORASSEMBLIES j $+ Des THE 07 Pressure +100/-loops/ +100/-100psf +100/-100psf +60/-65psf -WI-65psf L7 INSTALLED(OH)ENG 37-118' ru OVERHANG R G)LENGTH IS j 42' DLO Headi5lll CS+2 p+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 05+2 C5+2 p+1 C5+1 q+1 q+t q+1 C5+1 C5+1 C5+1 qst = EQUAL TO OR GREATER THAN I a Jamb 5 5 7 5 5 5 7 5 5 5 0 5 6 6 0 6 8 6 7 6 p THE OVERHANG HEIGHT IS •� Width EXEMPTED FROM WATER P-hook 7 7 7 7 7 7 7 7 6 6 8 B 9 9 9 9 10 10 10 10 NS40 Pressure +,00/-f00psf +100/-100psf +92/S2psf• +60/•85psf +60/-65psf INFILTRATION RESISTANCE. 43-116' Headlsm C5+2 C5+2 C5+2 C7+2 C5+2 C5+2 C5+2 03. C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 �, DLO Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 6 6 Width TABLE B2: ! P-hook 7 7 7 7 7 7 S S B 6 8 9 9 9 9 9 10 10 10 10 j Oeslgn Pressure +wl-eopsf +80/-Bops, +80/-60psf +451-Wpsf +451 Psf WO.Ign mibd 49-1l0' Head7S111 C5+2 C3+2 C5+2 C3+2 CS+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 p+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 (f)Dnslpn Pmsae� �• OLO Width Jamb 5 5 6 5 5 5 7 5 5 5 B 5 6 6 6 6 6 5 7 6 Sin Nan.SO Max.(+)DP WidN P-hook 7 7 7 7 7 7 7 7 8 0 6 8 9 9 9 9 10 10 10 10 R45er Allowed Design Pressure +80/-Sops/ +80/-60psf +So/-80psr +451-Wpsf +45/.5o psf Note 1-11116' Sea Note r 55-118' Headl6gl C5+3 q+2 CS+3 q+2 C5+3 C3+2 C5+3 q+2 C5+3 C5+2 C5+3 p+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 42 2-7? +38.7 psl 60' DLO 43 3.10 +6D.0 par Width Jamb 5 5 6 6 5 5 7 5 5 5 0 5 8 8 6 6 B 6 7 6 I P-hook 7 7 7 7 7 7 7 7 8 S 6 6 9 9 9 9 10 10 10 10 44 4-1118' +80.0psf j .1.100.D PSF FOR ANCHOR GROUPS S.C 8 D. 45 4-ST -100.0 Psf OLO WIDTH=NOM.PANEL WIDTH-8-9116' sstnr�rrurirr DLO HEIGHT=DOOR HEIGHT-11-1116' �.��p14Y LYNIV PANEL HEIGHT=DOOR HEIGHT-2-10 U 4 CEN -/r SF'•.- TABLE NOTES: •• -•.;Tf VINYL SLIDING GLASS DOOR FPA(LM) 3124/16 1t No.59705 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED(+)OR DP&ANCHOR QUANTITY TABLE S J ROSOWSKI p i�[o 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL i O�• yTA 6r 6;'�,z` RISER IS NOT REQUIRED;OTHERWISE,+DP'S SHOWN IN TABLE 2 MAY BE USED. �{ �� ;FS•.• oRrDp_ ���;. , 3)SEE SILL RISER TYPES ON SHEET 4. 7070 TECHNOLOGY DRIVE a rr 3 •• G�� 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. N.VENICE,FL 34275 ( 5)REFER TO ANCHOR NOTES.SHEET 1. CERT.OF AIJI'H.#29296 941 80..16DD q i 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION 8 SPACING SGD-5570 NTS 8 OF 25 18�FPA.SGD5570 "Q ~L PNAAR PE I � EXAMPLE: Q 3-PANEL,3 TRACK.STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REWIRED HEAD SPLICE INTERIOR CEN TUNE OENTERLNE SEE FIGURE BELOW FORADDMONAL INTERIOR MOUNT POCKET,48'X 84'NOM.PANELS. ®INTEROR POCKETS of INTERI.oa of INTERLOCK ANCHOR INFORMATON. 8• CENTERUNE CENTERLINE CENTERLNE LAMINATED,IG GLAZING,ANCHOR GROUP IN WOOD SUBSTRATE, MAK oppavEt r OFPANEL2 OFPANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.21-58.6 PSF POCKETSY OTHERS.SEE NOTE 6. SHEET 2S3Ir MAX E f B•6WL "ANCHDz •.T ANG151 EG12 •+2•ANCHORAGE. MAX. SHEET I2�,�USTEN. -p•CLUSTER SKEET i2 EXTERIOR SHEEP 12 SHEET 12 END ANCHORAGE SEE POCKET JAMB (MIK I ANCHOR) EXTERIOR sPucENOTe INSTALLAnDNKXL HEAD ANCHORAGE DETAILS OPT.ANCHOR NON-STRUCTURAL ANCHORS MAY SHEETS -PXXX(3-TRACK) TO AID IN �— BEADDEDIN-FlEDASNEEDEOTO ALGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. INTERIOR I�CENTERLINE (�CENTERLWE SEE SURE BELOW FOR ADDITIONAL SRL SPUGE I I ANCHOR INFORMATION OF INTfRLOC1C OF/MERLOCK 1 a CENTERLINE CENlERLAtE CENIFFLME MAX OFPANELT OP PANEL OFPANEL3 j TH ET BY EXTERIOR INTERIOR OTHERS,SEE NOTES, SHEETS '-2• 26,VVMAX 6• ANCHORAGE. •.2•ANCHORAGE, •.2•ANCHORAGE, MAX. SHEET 71 SHEET I7•C3,CLUSTER •Q•CIUSTER, SHEET 71 E)(TE0.10R - _ SHEET 11 SHEET 77 ENO ANCHORAGE 72•MP%. SEE POGKET.IAL70 (MIN I ANCHOR) MAX RREQURED® INSTALLATION ON SILL ANCHORAGE DETAILS O.G INTERIOR POCKETS SHEETS PXXX(3-TRACK) 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1&2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF ' +48.21.58.6 AT A NOM.PANEL SIZE OF 48'X 84.FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+601.60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT ausiEA PRESSURE REQUIREMENTS. TO BE 25-&Y O_G OR LESS FOR WOOD INSTALLATION USING ANY WamS.0 C3.2 t ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 5 If 1 SHOWS ANCHOR REQUIREMENTS OF: I P4Knk 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: s•MA1c HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3'CLUSTER ANCHORS AT CENTERLINE OF Ef1D PANFI DPT.ANCHOR s•MAX. THE INTERLOCKIASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TOAID N HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE°+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE'03'CLUSTER ANCHORS AT 25-3I8',OTHERWISE ANCHORS ARE NOT REQUIRED AS ON`(LY(yAI ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: S�.�IOENSF N" SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"-2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL. `* ND.58705 JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. U67y VINYL SLIDING GLASS DOOR FDA(LM) =4116 FOR PRODUCT REFERENCES,ALSO SEE: p-HOOK 7 ANCHORS,SHEET 13 FOR GENERAL _•O:Ll. = A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE r J ROSOWSKI p` I LOCATIONS OF CROSS-SECTION DRAWINGS. ��,p•. -TA dip �f4�� B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN �8 %ASS' ORLON.' C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070 TECHNOLOGY DRIVE a �",,,7pNAL D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET 4 N.VENICE.FL 34275 gp �e II11 H 111 E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET (941)480.1600 SGD2570i NITS 90F 25 d FPASGD5570 �� PrE,MLLER PE F)SHEET 21 FOR A BILL OF MATERIALS. P4i00K SHEET 6 CERT.OF AUTH.N29298 1 1-171E NOM. 3116'HS GLASS 7AE NOM. 7HE NOM. .090,PVB 311EHs GLASS4 r 311EHS GLASS 311E ANN GLASS 7S T6 NOTES: .090,PVB .090'SG 711E AIR SPACE n TO E SHALL NOT PAINTED LAMINATED. 311s'ANN GLASS PAID/ 3nEHSGLSS 311ETGIASS 2)PRODUCT MAY BE EITHER INTERIOR OR —LAMINATED LAMINATED FAINTED/D EXTERIOR GLAZED,PROVIDED THAT THE Oo e+ SURFACE m a, S RFNACED �OR 89 / SURFACE 'HS'SURFACE OF A LAMINATED GLAZING I:%1ERbR I— —— I a EXTERIOR 1— —— a I:XfERIOR UNIT IS ADHERED TO THE GLAZING LEG. PRODUCf15'EXERIOR- I \1 PRODUCT IS EXTEUOR- PRODUCT IS-EXTERIOR- \ GLAZED'IF C8081 IS 7B'NOM. GLAZED"IF te0871S I 1 718'NOM. GLAZEO'6t8283IS I +718'NOM. 'AWN'=ANNEALED TOWARDS THE EXTERIOR. I GLASS* TOWARDS THE EXTERIOR-I O I GAS TOWARDS THE EXTERIOR.I ;�(jII \ I GLASS7 'HS'=HEAT STRENGTHENED I I 1 SITE I I BITE i U I SITE 'T'=TEMPERED ��wrEawR a_ 'PVB'=.09P BUTACITE®PVB INTERLAYER I N ERroR I a w ER DR I BY KURARAY AMERICA,INC. PRODUCT IS'INTERIOR- I I PRODUCT IS INTERIOR• I I PRODUCT IS INTERIOR- I 'SG'_.090'SENTRYGLASO INTERLAYER GLAZED IF 98"11S I i9 GLAZED'IFR8115 I 70 GLAZEWIF°e78 BY KURARAY AMERICA,INC. 315 I T8 TOWARDS THE INTERIOR. 0.8 TOWARDS THE INTERIOR I TOWARDS THE INTERIOR.I ; SEE NOTE; SEENOTE2 °S SEE NOTE 2. 1H55HEET iH1551�T TNB SH&T GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 I I SILICONE HOi•MELT BUTYL UM 1.1116'NOM' 1311E NOA7. STRUCTURAL 3NE IL4 GLASS I I 311E/DUN GLASS SILICONE .090'SG SW AIR SPACE STRUCNRAL 311E NOM. 114'NOM. FOAM HEAT-MIRRORFILM POLYISOBU LEN WITH 3116'HS GLASS n 7s / , .090'PVB WITH DESICCANT 9132'AIR SPACE DESICCANT 7f16'AIR SPACE n >e 311E T GLASS 311E HS GLASS OCT.GLASS EXT.GLASS 3f16'T GLASS PAINTED/ PAPITEDI LAMINATED & LAM9dATED L:J" SURFACE SURFACE aEX ERI �[ I �F%IEAgR NT.GLASS INT.GLASS PRODUCT IS EKTEMOR- I / \ PRODUCT IS'EXTERIOR- GLAZEDff982831S 17fr NON. CLAZEO IF ON 17B'NOM. TOWARDS THE E7(TERIORI GLASS TOWARDS THE EMEWOR.I O I GLASS KODISPACE SUPER I Te Ts I BITE I I BILE 4SG TPS SPACER®NXTTN INTERIOR I I INTEAIoll I t PRODUCTIS'IRTERIOR• I PRODUCT IS INTERIOR- ALUMINUM I I ALUMINUM GL IF C8283 IS I I 7g GLAZER IFO°41S I n REINFORCEMENT POLY SO_ DESICCANT FILL AREA TOWARDS THE INTERIOR I TOWARDSTMEDREAIOR. BLIMENE 511ENOM. I M • 511ENOM. SEAL SEENOTEZ I SEENOTE; 77 °B BUTYL J SILICONE SEAL TNZI SNEE* THISSHE17 DESICCANT STAINLESS TA .F STEEL GLASS TYPE 4 GLASS TYPE 5 O 77T+f111III,, FAM NY LYN DR.GLASS �``'ENO•UCENSg''•���(''. EXT.GLASS ' .: VINYL SLIDING GLASS DOOR FPA(LM) $ 3124/16 ND.58705 -*: INT.GLASS GLAZING DETAILS J ROSOWSKI -p C; DURASEAL'' XL EDGE ' INT.GLAss o AOc •. sTA b'_��` i n Te 1070 TECHNOLOGY DRIVE '.tCs'•�40g1pP;=G�l��: SPACER SPACER N.VENICE,FL 34276 , ZONAL EN S (941}480-1600 44 �A am lnliI 11,P.E. , CERT.OFAUTH.#29296 SGD-6570� NTS 100�26 6�FPASGD5570. �� PEsseTas L SILL CLUSTER ANCHORS LAYOUT: SILL'WINTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PAL PANEL INTERLOCK INTERLOCK— PANEL CENTERLINE 4" CENTERLINE CENTERLINE 4• CENTERLINE 4• CENTERLINE 4. EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'C3' 2-TRACK MUSTER'W v 2-TRACK INTERMEDIATE v 2-TRACK INTERMEDIATE v 2-TRACKINTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS -'ANCHORLOCATION '•TANCHOR LOCATIONS Y3'ANCHOR LOCATIONS t ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLO CENTERLLOPIE 4- CENTERLNE 4• CENTERLINE CENTERLINE 4• CENTERUNE 4- 7 EXTIE�IRIOR 3.22- EXTE�1TIRIOR 3.22 EITIE�IRIOR EXTERIOR I 32Y EXTERIOR —r+ 3.22' \J 3-TRACKCLUSfER'C3' v 34RACKCIUSTER' v &TRACK INTERMrOIATE 3 TRACK INTERMEDIATE [j 3TRACK INTERMEDIATE j ANCHORLOCATIONS ANCHOR LOCATIONS WANCHOR LOCATION '.T ANCHOR LOCATIONS '•3'ANCHORLOCATIONS ' ASTRAGAL OR ASTRAGAL DR PANEL PANEL PANEL- INTERLOCK— f INTERLOCK CENTERLINE CEMERUNE CENTERLINE CENTERLINE 4' CENTERLINE 4• 4• I EXTERIOR 3.22• ExtERI01 3.22' EXTEROR EXTERIOR EXTERIOR 322' 4-TRACK CLUSTER 4-TRACK CLUSTER " 4-TRACK INTERMEDIATE bTRACK INTERMEDIATE `• 4-TRACK INTERMEDIATE •CT ANCHOR LOCATIONS 'CS'ANCHCRLOCATIONS 'N'ANCHOR LOCATION '.T LOCATIONS ANCHOR LOCATNS '•3'ANCHOR LOCATIONS NOTES: TTDIREsI>eLrAxro THEcw.LoxwDsrtL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. I NOTES: LYRAMEdATE ANDiOR LOGTIMH: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. IIITIII I'' DISTANCE EIS 2375' '4V DISTANCEISS: 2.375' 2)TRACK-TO•TRACK FOR ALL SILLS: DISTANCE IS 2.376' 2.375" !! FOR ALL SILLS: I HeAmsal 1 1"'0 1 n rI I,, .mmb s ZNOK cEIvNN' '. RGDAES I+ERrnwmTHE couwmwsal U s ,I 4USfERANOiIM LOCARWS. PDXnI( 7 �4,�:' P'•.Y�Lp� : N..55705 VINYL SLIDING GLASS DOOR FPA(LM) _$ 3124116 _ *_ ANCHOR LOCATIONS A 8 J ROSOWSKIO b'Dr TE �6 ;'•� lC' A7ORIDP \C\� 1070 TECHNOLOGY DRIVE '�,,s/p ECG HeaN517 T�1 N.VENICE,FL 34275 iANALIAAA`r��\ Jame 5 (941}480.1600 ALYREAS a PE P-Rook 7 CERT.OF AUTH.if29296 SGD•55701 NTS 1 110E 25 $ S� FPAGD5570 �J$ PE855T05 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAOALOR PANEL i INTERLOCK— 4• INTERLOCK 4" PANEL CENtER KE 4' PANEL ¢. CENTERLINE CENTERLNE CENTERLNE CENTERLINE EXTERIOR 322• EXTERIOR 3.22' EXTERIOR 'EXTER�OR 322' EXTERIOR 3.2Y i YANCHORLO5TER�ATIONS 2•TRACKGWSIER'CS 2-TRACKINMAMEDATE V 2-TRAGKINTERNEWATE v 2-TRACK INTERMEDIATE 111 ANCHOR LOCATIONS ANCHORLOCATIONS 'I-ANCHOR LOCATION ••7ANCNDR 40CA710NG •.a•ANCHORLOCATIkS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL PANEL !if CENTERLINE 4' CENTERLINE 4' CENTERLINE CENTERLINE 4.75 CENTEAIYYE 4' 17 EXT_jE`Rj�IOR --+ 3.22' EXTEROR —+* 322" EXTERIOR EXTERIOR XTERIOR —+••I 3.27 t �J 7-TRACI(CLUSTER-0 v KS •. HO LR OCATI 5•TRACKCLUSTERTZ STRACK INTERMEDIATE Ll ' }TRACK NTERNEDATE -TIIACVIE ANCHOR LOCATIONS ANCHOR LOCATIONS '•I'ANCHORLOCATION V TANCHORLOCATIO ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK—+• PANEL PANEL PANEL CENTERLINE `T• CENTERLINE 4- CENTERLINE CENTERLINE CENTERLINE 4' { lit I M' m IXT'ERIOR 3.22- EX.TIE�RKNt 3.22 EXTE R IOR I EXTEBJOR EXTERIOR 32r ! 4TRACKCLLISTM &TRACKCLtmm �TRA1'ACX RATE ANCHOR MEMTEE " 4 IORNT ONS WEIN •T adRAIX P7TE/iMEDATE'•? { =ANCMORLOCATIMS •CWANCHORLOCArOKS - ANCHOR LOCATIONS { NOTES: j RcwEswtrAw TOT+rErnua»ICHrzo 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. j NOTES: NSHiSEPATE ANOiDA LDCATgFS I 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-T0.TRACK DISTANCE 152.375 2.37S' { 2)TRACK-TO-TRACK FOR ALL HEADS: { DISTANCE IS 2276' 2.375" FOR ALL HEADS: —2awsNt 1 ``+`TII I11 LYNy1111IT", ONY I r+nuKEsau�mETR�Anu�t�ATKas P-hook 7 ��'j� �NSB;t!/�f�� t * No.637O$ •� VINYL SLIDING GLASS DOOR FPA(LM) 3/24116 ANCHOR LOCATIONS 8 J ROSOWSKt Off 'P .4C(O��!G• Q!; %Fs'••A?omon..�'�2 H9aNSiII 1 1070 TECHNOLOGY DRIVE �$ AAAAris�ONALNU``�� Jamb 5 N.VENICE,FL 34275 �g IIn n 11I11T Pfiooic 7 (S41 J!60.E4 L A.LYNN MUER•PJL CERT.OF AUTH.$20256 SGD-55701'NTS t2 OF 25 FPASCD5570 4 PFJSATOS 1' 9 FC SFFRTAN-FOLLOMNGNFB NCIIXt LOG1RI3: P—HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): �r--2.375' 4.75' tl 7.126' 6' MAX. 0 HeaN59 C3-1 21.6" 21.6' 21.6' .6mD 5 MAX. MAX. MAX. Pfiodc 7 O.C. EXTERIOR O.C. EXTETRI�R O.C. EXTERIOR OPT.ANCHOR �) TO AID IN ALIGNMENT 6' 6' 6' NOTES: MAX MAX. MAX. 1)STANDARD ANCHOR LOCATIONS SHOWN. I 2-TRACK FRAME j� FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY T 3-TRACK FRAME I 4-TRACK FRAME BE LOCATED IN ADJACENT TRACKS JAMB ANCHORS JAMBANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE ' CONSTRAINTS. 12' MAX JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES j PER END @ 1'X.500' PER END @ 1'X.500' PER END @ 1'X.500' ` I !(3).CK L !TRACK LL \ EXTERIOR SILL EXTERIOR EXTERIOR WEEP HOLES6'MAX. E '@ 1.125'X.19D; (6 WEEP HOLES (10)TRACK WEEP HOLESOPT.ANCHOR (1) EP NOTCH EVERY EVE@ 1.125'X.190';� — EVERY 24'@1.125'XAW;J I TO AlD IN 24-@ 1.375-X.500- (1)WEEP NOTCH EVERY I ALIGNMENT 24-@ 1.375-X.500- (1)WEEP 2,V @N0 NOTCH FIVES NOTES: puun 1)SEE TABLES 1 8 2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) OF ANCHORS REQUIRED IN THE P-HOOK. L�pNY LYNN Fiau+eevcurnw rorxe FougvnnorauerLv.m ::ar,�`,.•UOSi.!t!/� w+oc u+cna+LOULgN4 Q' *: No.56705 ty VINYL SLIDING GLASS DOOR FPA(LM) 1113124116 *_ II 4 I ANCHOR LOCATIONS C &J ROSOWSKI �p0�: N� I6 :�� 1070 TECHNOLOGY DRIVE - �'i�ONALILL.�� JamDnl1 N.VENICE,FL 34275 P-h.k 1 (941)480-1600 4g AMNM ER.PZ CERT.OFAUTH.#29296 SGD5570 f NTS 130E 25 E�FPASGD5570 �$ j. r.Ey seros 0 HEAD 90'CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: YKAgR LCUTXA6 ' 'V 90 i 4° 4' 4- 4' JI 4' 4• 4. 4. u e Hea415� t Jamb 5 3R EXTERIOR 3.22°EXTERIOR P•1Koic 7 -TRACK RUC TER 2-TRACIORLOCATIO 'U'ANCHOfl IS SPECIFIED) EWHER-WIS AMINS bTRACN 99'OCATIO EXTERIOR 2-TMCN 99'CORNER EXTERIOR (USE WHERE'CT IS SPELIRED) RL9E WHERE'CS'LS SPECIFIED) YA•ANCHOfl LOGTIONS nn 'LS'ANCHOR LOGTICNS ., I� (USE WHERE-Cr IS SPECMEO) V (USE WHERE'C4ISSPECffiED) fl q 4° 4' 4- 4' 4° 1 1 4° 4• Ex1ERIOR 3.22" EXTERIOR 3.22' 3.2Y J—CKW*COMR S.TRACK90•CORNER }TRACK 99'CORNER EXTERIOR g.TRACK 97 COWER EXTERIOR •CVANCHORLOCATKIN9 SS•ANCHOR LOCATIONS 17 •(A•ANCHOR LOCATIO 'OVAN(9gRLOCAIMNS (WEE WHERE'Or IS SPECIFIED) (USSEWHERE'CS IS SPEC61EDl (USEWHER�EWISSSPECIRED) (USEWKERE'C ISSPECIFIED) 1 11 M H tt 1 1 M M M M 1 p p p p L 4' 4° 4• 4" ``;.tiaON cLYNiyy���•�� q• :*: No.58705 t. �p�TCC.''<ORlUP6'Ni a` 312' d' 3.22- As`S/O ENG�` 4-TRACK 9P CORNER EXTERIOR 4-TRACK go. CORN3- EXTFRIOfi EXTERIOR EXTERIOR "�ItNAI-T(ttt •Cd•ANCHOR LOGTKINS 'CS'ANCHOR LOCATK)NS 4TiUC1(99•CORNER 4TRACK 89'CARPER t 1 'USE WNECHDR ISSPECIREDJ (USE WNFJTE-Cs IS SPECIFIED) 'Cd'ANCHOR LOGTIONS 'C6'ANCHORLOCATKINS RISE WHERE-C715 SPEGFIEO) (USE"ME-CY IS SPECIFIED) 0.LYNN MILLER PE NOTES: P£J SaT6S RDwusPurtuNTOTxe Fauwmuc oacoRHFR I)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. IFADANCfoALIXATIRt4: VINYL SLIDING GLASS DOOR FPA(LM) W4/16 �. 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS D �S J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. MeatllBW t aa Jamb S 3)TRACK-TO-TRACK R . �6 P-Hook T DISTANCE IS 2.375° V2.31- 2.375° '070 TECHNOLOGY DRIVE FOR ALL HEADS AND SILLS: N.VENICE,FL 34275 (941)480-1600 CERT.OF AUTH.g29296 RISGD-5570111 NTS 111 14 OF 25 S FPA-SGD5570. $ HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FouoxW iss•'maTO u ANKNb1 To 4- 4• 4- 4' a° ° HmNSo 1 ERIOR 3.2Y EXTERIORd. EXTERIOR 4. EXTERIOR •bmG 5 i V P•twok 7 2-TRACK 135•CORNER 2-TRACK I7S CORNER 2-TRACK I3P CORNER 2-TRACK tL^CORNER •CPANCHORLOCADONS 'CS•ANCHOR LOCATIONS - ANCHOR LOCATIONS .'OVANCHOR LOCATIONS (USE WHERE-CT IS SPECIFIED) (USE WHERE-CV IS SPECIFIED) (USE WHERE-CT tS SPECIFIED) (USE WHOM-CS-IS SPECIFIED) 4- 4&EXTERIOR 4- 4. 4. d' ff EXTERIOR EXTEROR EXTERIOR i I-7_ LL LL 3.22- V 3.22' 3-TRACK 135'CORNER V 1TRACK 13P CORNER }TRACK 135•CORNER 1TRACK 135'CORDER 'C<-ANCHOR LOCATIONS -CPANCHOR LOCATIONS TC ANCHOR LOCATIONS 'Or ANCHORLOCATIONS IDSE WHERE-CT IS SPECIFIED) (ME WHERE-CP S SPECIFIED) (USE WHERE-CAT S SPECIFIED) USE WHERE-CP IS SPECIFIED) N" NY LYN * No.58705 4• EXTERIOR IOR EXTERIOR EXTEROR 3�EXTJJE�"R� �p��• STA /'�--�rf/� V V S ORIDP:.•`�` t aTRACK 133•CORNER 0.TRACK/35-CORNER bTRACK 13P CORNER o-TRACK 135--Rl R ''�s/p •NG 'CA-ANCHORLOCATIONS TV ANCHOR LOCATIONS •CANCHORLOCAnoNs 'C8'ANCHORIOCAnDNS /,,ANAL \,.\`\` (USE WHERE-C3-ISSPECIFIED) NSE WHERE'CS'IS SPECIFIED) (UO-SE WHERE-C3'SSF'ECIFEO) (USE WHERE TV'IS SPECIFIED) /II I1111 A.LYNNmu..P.E I[ NOTES: L P' SMG GIGLWESPFATAH ro rNE wuowwa us•comaER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. i HEADAKGIOR Lou1Kp1$ VINYL SLIDING GLASS DOOR FPA(LM) 3/24/15 135° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E �.S J ROSOWSKI He3 51 3)TRACK-TO-TRACK ® �� PHXAk 7 DISTANCE IS 2.375' 2.375' 2.375 1070 TECHNOLOGY DRIVE FOR ALL HEADS AND SILLS: N.VENICE,FL 34275 g CERT.OFAU SGDS570� NTS 150F 25 g4 FPASGD5570 19 CERT.OF AUTH.#29296 I+ _ I HEAD SPLICE ANCHORS LAYOUT(a)INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT 0 INTERLOCK OR ASTRAGAL: SPLICE 4- togP.LCE LZ� 4" 3.22' EXTERIOR E?CVC)R, �— EXTERIOR I c?l �/l 5R 2-TRACKSPLICE ID RI ,.2-TRACKSPLICE .2-TRACKSPUCE ANCHOR LOCATIONS -TR4CKSPLICE W2 1 1 {USE AWHORLOCAMONS 'USE WHERE-Cr IS SPECIFIED) �HOR P-hm* 7 tun WHERE lcx IS-,;Pmmc* WHERE,W IS SPEWIED} (USE WHERE`CS`IS SPECAPED) SPlIC£ SPOT SPLICE SPLICE I LOCATION 4.75� 4' 4* 4= 1— EKTE 1 4- EXTERIC�.Eti-9-49,2, EXTERIQR 122" EXTERIOR 3TRIICK SPLICE XTRACK S ,u PLICE 3RACKSPLICE-T 3-TRACK SPLICE Tr ANCHOR LOCATIONS C4�ANCHGR LOCATIONS ANCHORLOCAMNS WANCHORLOCATIOM RISE (USE WHERE-WISSPECME-0) (LISEWHERETriSSPECTIED) (USEWHERE WISSPECIFIED) SPLICE 4.7 r 4- L LOCATION LOCATION EXTERIOR 4. lo EXTERIOR L--3.22' ""1117....... 4-TRACKSPLICE 4-TRACK SPLICE ,4.�TRACKSPUCE �TRWASPIJCE EXTERIOR —R 2F -C�ANCHMLOCATIONS TIM .CrANC�LCCA7X)NS {USE MCKGRLOCA ANCIM LOCATME 'USE muw�xspaamw to$S WHERE-CVUISPEC4`tEt)I WRERE-CrISSPECFIED) (USE WHERE TrIS SPECWWD) TA NOT 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET S. =mj III=4/1 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR FPA(LM) 6 DISTANCE IS 2.376, 2.375 F-1 2.37.9" FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F S J ROSOWSKI Pff 4)POCKET WALL OR CAVITY IS NOT PART Or THIS APPROVAL AND IS TO BE DESIGNED 1070 TECHNOLOGY DRIVE .few 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 480.1600 CERT.OF AUTH. a I SGD-5570111 NTSTJ FIE OF 25 1141 FPA SGO151570 q5 f1l PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPE PANEL OUTSIDEOW MD59V OUTSCEIW INSIDE 135- ASTRAGAL XSMr TYPES SINGLE SINGLE MED LOCKSTILE AL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGA ASTRAGOU, INTERLOCK INTERLOCK INTERLOCK STILE WKWULE Box OUT BOXIN RECEIVER RECEIVER RECEIVER RECENER INTEMOROR OUT IN DOUBLE EXTERtORGLAZED M Loc. ID....... BiTERLOGit SINGLE iai,nLE AS ,Nmmocx cp:-- E F PP K L L TC TA TV TW Loc OUT SD JE-ramN-TEFWCK I SINGLE er� B H P A Cm SIC _SA SV LLJ NTERLOCK c SW IN FIXED A- INTER= STILE RR R s FD FV FIN UJ LOCKSTILE U "M. LoaIsn'E M H-NME D I i n ---- I DOUBLE DS s- -aOxovrR== LR T U u LLI J BOX IN N T w ASTRAGAL Our." uti-- CT CS CF Z RECEIVER ASTRAGAL 'Rw AT AS DF RECEIVER OLT.1 ASTRAGAL' VT VS VF RECIUVER K1w ASTRAGAL RILCETVER WTI INS WF �kFT RIGHT PANEL CLJ����jmPANEL STILE STILE PANEL TYPE"FSHOWN. PANEL NOTES: Ly 1)SEE DFIANCHOR TABLES I&2.SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE, 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FORANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR FPA(LM) M24116 r N..587G5 J ROSOWSKI NOT AVAILABLE. PANIELTYPES, 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL OOMMURATIONS IS 60. 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH 1070 TECHNOLOGY DRIVEN.VENICE.FL 34276 L TYPES QUALIFIED BY THIS APPROVAL.SEE DETAILS SHEET 10. SGD-557011]NTS 111;1 OF25 Jill FFA-SGO56M�1§11 P.A. I CERT.OF AUTH.#29296 1� 5.875 291 061 t D.s35----may ,y(�,�.�0 125 7- .550 L 762 fH Q I O O.100 Q 0 .SOD$) 930 T 1.812 I [[�� p p 0 1.681 _�f;�_062 �- .100 -A ®L FRAME SCREW .301 INTERLOCK CAP, (5)2 TRACK HEADIJAMB ©4 TRACK SILL COVER(PVC) ©ANCHOR PLATE 0 TRACK INSERT 10 EXTENDED POCKET 5.178 j.•1 1000 252 r 231 r 060 2.06D ,100-+i r-- 8.250 "'I �°-- 8.250 LI 1.435 .062 1.673 rt- r .� 949 �I 1.983 Li Li 1113 p o 1.681 .062 T 1 -� 060 .10D 6Q �a®�®0 11 BOTTOM RAIL FRAME SILL O SILL TRACK 17 P-HOOK ADAPTOR 16 P-NOON ! O3 3 TRACK HEADIJAMB ®3 TRACK SILL O SUPPORT ©ADD-ON COVER j }.� 540 291 .061 .229 2.975 .094 rr 2.141 1 r 10.625 -'� �5.875_ 26 540 GD 3.000-`� 1 .075 LI 1� I � ��� 9LM 8 3 I O 1DD 1.681 6r�.062 .082 �-F If 2.607-�� I���I�II I���I 6 T f!( .100 1 dQ� l��_ 19EXTFNPER D ®0 KEEPER l'_Y BAR GOVERMENT ®RBAEIRNFORCEMENi FIXED PANEL CLIP ®PLATE RCEMENT 05 4 TRACK HEAD/JAMB 02 TRACK SILL 2.838 1.570 I+ 1.625 I+- 1.595 r- �y 1.595 �- .309 1 80 3.483 .12b 2.698-�I .04. 2.0l73 ,Ogg j� �.070 lei .075 4.635 4.27g .100 J_I{1I IUI 2.833 2.3188 Q .788 '�0 2.768 2.210 090 2116 LI FF.18B .300 ® I 2.025 •312 _j 2.710EJ L 9 ®INTERIOR JAMB COVER .170 .120 �I►-.182 .120 -.-I J4�-1..,92 L 22�9tAS GAL 1 1 .100 1.e7s j o TOP. PANEL STILE.TOP AND STILE BOTTOM ©AND STILE BOTTOM ©REINFORCK.300CEMENT• @ REN INFQR'C`'400EMENT, ®REI FN ORCEMENTINTERLOCK POCKET ER 3t ADAPTER ASTRAGAL ADD-ON 33 AND BOTTOM RAIL i REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY I REINFORCEMENT R 3'3�-'1 1 3.345-may NOTES: 1.472IIrr 919 1)SEE SHEET4 FOR .19 �.125 .060 3.713 .090 I L SILL RISERS. 2.175 .046 1.500 3.247 3'� O60 I 2)SEE SHEET 20 .070 220 .065 •gt g FOR SCREEN PARTS. .30D 1.170 135°CORNER 135°CORNER 135°CORNER 135°CORNER 9W CORNER 90°CORNER 90°CORNER 3)ALL DIMENSIONS ®ASTRAGAL ©PASSIVE MOUNT �AT AIOR CAP GAL ®NTERIORL CAP, ASTRAGAL 40 ASTRAGALASTRAGAL� 41 IANT RAG CAP. IN INCHES. LY........ j �.12 i.91 . 1 210 7} 252 l-L 173 --z=�#�:'�• No 587099 VINYL SLIDING GLASS DOOR FPA(LM) � 3124/16 . .065 1.261 .062 1.1.261 11.261 11111-2rl ':8P* E EXTRUSIONS �m J ROSOWSKI p0�: S[mo b tf 6 •:�[r, 7116• 81 7116• 1-v,6' n,-1116-f g4 1�MS� Pff. �� .FSS' ORIO�:•G�2�: SQUARE BEAD BEVELED BEAD ®BEVELED BEAD OGEE BEAD OGEE BEAD 1070 TECHNOLOGY IC SDRIVE �� '�. �pNALN. ItiN,,. I (941)48O-t 600 I Ly"MUM P.E CERT.OF AUTH.#29296 SGD-5570 NTS 18 OF 25 19-GD5570 PJ:s sofas f 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD � TYPE AS USED (4)ANCHOR cUPINTO INTO FRAME ATTACHMENT ASSEMBLY � PANEL JAMB 8 INSTALL ONE BLOCK AT HEADER IN INSTALLATION. STILE ° SUBSTRATE,SEE EACH INTERLOCK BLOCK TABLE A.SHEET 1 TABLE 1 AT ASTRAGAL,INSTALL ° ONE BLOCK THAT B9 135aSM5 10 SPANS BOTH PANELS. \ 80 13 SMS d FIXED PANEL AT i FIXED INSTALL ONE CLIP AT THE � )1/4' r+PANEL MIDSPAN OF EACH FIXED (_e4.�2-11/4"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. #8 X V yo OL uY SMS _/ \\ (41#10 21 BAR COVER X2'SMS°B �g REINF.8AR #B X 81 1-1/4'SMS \ KEEPER n I \\ d JAMB TO \ KEEPER TO JAMB I SILL ASSEMBLY (L ATTACHMENT 1 LOCKING JAMB I 4 REINFORCEMENT PLATE ATTACH WITH#8X 1-114' 4�ANEL.2-TRACK v KEEPER 19 @ 34-112-MAX O.C. OXXX SHOWN (4)#10 X ' 2'SMS INTERLOCK INTERIOR CLIP COVER NOTES EXTERIOR `\ Pi INTERLOCK 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. REINF.PLATE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION 8 SPACING. "'.NY LYN�r���• #lo X 3 SEE TABLES i 8 2 FOR REINFORCEMENT REQUIREMENTS. tY�••" 4, BOTTOM RAIL ) .` 'V SUPPORT t1 �2412•SMS 4)CONTINUOUS ANCHOR PLATE,ITEM 98,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. UCEN ••.,(!'�� No.58705 •'� (2)#10 X 1' Ms VINYL SLIDING GLASS DOOR FPA(LM) )� W4/16 #? *= THROUGH SUPPORT,>npu •Q 1 INTO PANEL #70 X PANEL ACCESSORIES INSTALLATION &J ROSOWSKI Epp:•• &Til �ov6 �1-1/2'SMS ALL ASSEMBLY S • INTERLOCK SILL RETAINER .,�i "•'toRlon:=�2 CLIP ATTACHMENT WELDED,NO ASSEMBLY N.V1070 TECHNOLOGYDRIVE S`j0 I%".` INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 �� i,,�NA111 L 1111. (941)•480.1600 A LYNN NILLEft PE CERT.OF AUTH.#29296 SGD-5570 1 NTSIII 19 OF 25 s FPASGD5570 Pay "'mm 4$�'�"3' iB4°S+SSIi�iS'2ISi.NAB'G'nBiR3130`.om�o+i,��'oNm.�m�+a�.+r,+ . ® � Zm ZyyS. _ 0 Op =y �BII� �-�39�"D���O p�� `'��a�i ���•� Q}p Q*G�5 ���� � F � -wi=1-Ya y� QQ`�d S�7�RS�}��a D �3i fd ��i a��7� 'F•!p>F.� d���qT��N N 2fn S�{c � P � pp 9 O n n R. aaPa�aa2���E'<z���<�� 2m i 0 v� n ICA m Z O3 9 V Po o T m= x �n g Ep£p So�� ooff000Yf �_CC��$ 54 xQQ�EM I �minN r t339 g4•�Q• y[ �f�p�t N4{1 Q'j:yN N�y���m Q�^v�ol cl�cmm5l���Q��'E}1.@ yp�pR 'gyp ci�:a mDpx.�3 3 �cT~ �T�•.��•.�� V' y A S,�C T��x r x�D1}i•b�a�g�O� i7i O �� N 9'�r bc' ��•B�,W ��.��p� IZ�^�T aP_ RY � C Ln Ic y N Q ✓a ti Z $ ���4 4 a a g�� � � Z 'dl� z c) N � � y yy yy ((�111 WW yy pp ®�R m�m a jQ¢y 0 to p NNfO N NNNNz �S6s ii� gg��i tlIYO 9 D � L Rn!(ral � mm im'N'e Y,�'w2oS�388.58648 � � _ V tyY Lb 0 pip y y r. N 01 O pal UNION cy ripp N $ S � fi��k���O���H� m N a , fig I � 51 L5 �4/11n11IJ`` ` INSTALLED WITH FRAME FIN ANCHORAGE DETAILS FOR SLIDING GLASS DOORS WHENADDON @ HEAD AND JAMB(SHEETS 22-25- TO ACHIEVE PROPER ANCHOR EDGE DISTANCE.THE Typ.ANCHOR TYPE,EMBEDMENT FOLLOWING SHEETS(22-25) AND EDGE DISTANCE PER SHOW ANCHOR PATTERNS SUBSTRATE SUBSTRATE.SEE TABLE A.SHEET 1, EMBEDMENT EDGE THAT MUST BE USED WHEN 1/4'MAX. STANCE USING THE FRAME FIN ADDON. r— :77 TYP.ANCHOR TYPE,EMBEDMENT I/ fli AND EDGE DISTANCE PER EMBEDMENT ZoX—SUSSTRATE,SEE TABLE A, TYP.ANCHOR TYPE, ENT AND EDGE DISTANCE PER SUBSTRATE. SHEET I. EMBEDMENT NOTES SEE TABLE A,SHEET 1. 1)DETAILS APPLY T02.3 F- AND 4 TRACK EDGE Ff 114"MAX. GE SUBS TRATE. EDGE SUBS DISTANCE EMBED CONFIGURATIONS. DISTANCE 2)REFER TO TABLE A EMMOR EMBEDMENT FOR ANCHOR CONSTRAINTS. SUBSTRATE---/ 1�3 EDGE SUBSTRATE 3)SILL ANCHORAGE DI WITH FIN ADDON IS 2-TRACK FRAME ..? ET STANCE UNCHANGED FROM THE HEAD DETAIL SOXFRAME XEIN 2-TRACK FRAME -QE 2-TRACK FRAME ANCHORAGE. k AD2 JAMB ANCHORAGE—DETAIL p3 SILL ANCHORAGE JAMB ANCHORS.LAYOUT(USING FRAME FIN ADDON): NOTES: 4,76' STANDARD ANCHOR r--2.375" LOCATIONS SHOWN,FOR 3 AND A m 4-TRACK JAM8S'ANCHORS IN THE IN TRACK MAYBE LOCATED IN THE ADJACENT TRACK AS REQUIRED TO MEET 21.67 MIN.EDGE DISTANCE 21.6' MAXmil W1 CONSTRAINTS FROM THE Mo. M)C MAX EXrERIOR 5 INTERIOR. EXTERJO P4=k O.C. .C� WE F— F LY 1 1 61, O.C.c 'C� 0. P I VINYL SLIDING GLASS EDOOR FPA 3124/16 No.58M5 ANCHOR LOCATIONS A 4-1 IROSOWSKI MAX. MAX I-TRA E RID,. 2-TRACK FRAME JAMB A 1070—TECINILIIY DMVE JAMB ANCHORS JAMB ANCHORS N.VENICE,FL 34275 (941)480-1600 SOD CERT.OF AUTH.#29296 -5570 NTS nr I FPA-SC- HEAD CLUSTER ANCHORS LAYOUT(USING FRAME FIN ADDON): HEAD"+"INTERMEDIATE ANCHORS LAYOUT(USING FRAME FIN AMON): ASTRAGAL OR ASTRAGAL OR PANEL I PANEL INTERLOCK INTERLOCK— PANEL CENTERLINE CENTERLINE CENTERLINE CENTERLINE CFNTERLNE f � C EM11ER�IOR 4• EXTERIOR 4• EXTERIOR EXTERIOR4' EXTERIOR4• �J 2-TRACKCLUSTER-OT \/ 2TRACKCLUSTER'CS 2-TRACK INTMEOIATE V T-TRACK INTERMEMTE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIOM -MANCHOR LOCATION -.TANCHOR LOCATXIS '•-ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR INTERLOCK 4' INTFALOC( 4' PANEL PANEL 4• PANEL 4• CENTERLINE CENTERLINE OEMFALINE CENTERLINE CENTERLINE I EXTERIOR 322' EXTEI"77RIOR 32T EXTERIOR EXTERroR 322 EXTERIOR --4 322• } v 11—A LO ANCHORCK TANCHOR IOCATKA S ANCHOR LOCAT076&TRACK CLUSTER-CATE S- 3-TRACK CIUSTER-CS ANCHOR LOCATION$ ANCHOR LOCATO14 ASTRAGAL OR ASTRAGAL OR PANE CENTE L— PANEL PANEL CEMERLWE 4• CEMINTERLOCK— 4' CENTERLINE RUNE CEMERLINE 4ERNE G O 0 EXTERIOR 322' EMER. 322• EXTERIOR IXTERDR EXTERIOR 32Y FTMCK CLUSTER aTRACK CLUSTER �J W ACK ANCHORLOOCAMON EDIATE a•ANCHOR LOCATIONS�T 'TRACK ANCHOOR INTERMEDIATE ONS 1 3 } -CTANCHOR LOCATIONS -CVANCHOR LOCATIONS 4 NOTES: cwKNes PERruNro nlE rlALmvoml�Ao 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. } wrLT+LaDUTE ArrcKaRlnrwms I ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS TO-2.375'K 2.375 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.375': 2.375• Hl,aaslR 1 �``�NY LYNNr''�., I rwlmES PeAIAwro EaNLOwweHLAo ,L1mb 5 :��`11.'�a�'uCEN���(/�' ¢usrLRAxaroHLoumNa P-Indc 7 Q':' .`("�'_, *: No.58705 VINYL SLIDING GLASS DOOR FPA ANCHOR LOCATIONS B &'J ROSOWSKI ��0�.- STA F6 1070 TECHNOLOGY DRIVE JamD3 ST N.VENICE,FL 34275 �� 'rr T1IIlAAT p.TgIX 7 (941)480-1800 Q CERT.OF AUTH.#29298 SGD-5570 1 NTS 23 OF 25 Ig4 FPASGD5570.2 A LP. MRIETL PE HEAD 90*CORNER CLUSTER ANCHORS LAYOUT(USING FRAME FIN ADDON): HEAD 135*CORNER CLUSTER ANCHORS LAYOUT(USING FRAME FIN ADDON): FM Mon 4 4. - 4' 2-TRACK 90'CORNER Emai QCTERIOR ^CrANCHORLOCATIONS .2-IRACKSO. MR p2" 2-TRACK135-CORNER ZTRACP(IWCORNER (USE WHME-CrISSPECIFEED) (LtS--OR=noNs -�7 -ANCHOR LOCATIONS 'MANCHORLOCATIONS E WHERE-CY ISSPECMIED) T4 USEWHERE-CrISSPECTIED) USEWHERE-CS-ISSPMF[ED) 4*4' 4* 44 i _4' It EXTERIOR EXTERIOR 30 i 13.W I'—322"EMRIOR Fin 3.22'. XTRACK 135-CORNER XTRACK 135-CORNER 3-TRACKOVOORNER XTR400("CORNER E117 T4ANCKORLOCATIONS 'CVANCHORWCATIONS 'CCANCHORLOG47ION5 7� �AKCHDRLOCATKWS NJSEWKERET tSSPSCMM) (USE WfffRE'GS IS SPEC6:ED) ME WHERE TXISSPECIREDI Ar 4' 4' Nx N `IIUtt 4. z G Z -5a 4— 4- EXTER ERI -TRACKI3S'COflNEJR 4 4TR&CKUVCORNERR 'EXTERIOR 3.22 IW ANCHOR LOCATIONS 4-TRACK 0-CORNER �TRACK SR (USE WHERE'Cr IS SPECIFIED) fW9 WHERE'CV 15 SPECIFIED) 'C4-ANCHORLOCATIONS (USE WHERE W IS SPECtNED) (USE WHERE ICV IS SPECiRFD) 90 CORA TV ANCHOR LOCATIONS A,LVNNfmjlkpF- NOTES: P.E.05SMS FX.tm PMTANIOTHE�O—O° � 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. oww.�LQCA�.... VINYL SLIDING GLASS DOOR FPA 1113124116 90. 2)DETAILS DEPICT ANCHOR OUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS C &J ROSOWSKI 3)TRACK-TO-TRACK -A — DISTANCE IS 2.376% W2XS* 1070 TECHNOLOGY DRIVE N.VE FL 34275 (Jj 41)=4600 SGD-5570 -SGDSS?021bil CERT.OF AUTH.jff929$ NTS 24 OF 25 jill FPA HEAD SPLICE ANCHORS LAYOUT INTERLOCK-OR ASTRAGAL(USING FRAME FIN ADDON): SPLKE gpL� LOCATION LOCATION —r _n=2 y 2•TRA"SPLICE Z MCKSKICE •CA•ANCHORLOCATIONS Cr (LME WHERE Sr IS SPECIfmo) (WE WHERE*CS'IS SPEW) SPLICE SPLICE 4` LOCATIC a' LOCATION I 1-625 EXTERIOR 3.22" EXTERIOR —322" 1 T.TMCKSPUCE 3-TMCKSPUCE .675 �✓ 'CO'ANCHOR LOCATIONS 'CS•ANCHOR LOCATIONS (USE WHERE-CT ISSPECSIEO) (USE WHm-CS•)S SPECIRsv) .125 @FRAME FIN-ADDON �✓'ALUMINUM 6063-T6 SPLICE A75' SPLICE a• PART01am LOCATION LOCA710N �t G 0000 .111/4, r*ON NN)fi EXTERIOR a. EXT{{ER(IOR 3.22' 4TRAORSPLICE \,J 4TPAMSPLICE TA CA•ANCHORLO "IMNS "CS ANCHOR LOCATIONS _* Na E8705 'p (USE WHERE' IS SPECaTEO) (USE WKENE'CS IS SPECIFIED) t°616 � z NS: OTE 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. j fill ONALIIlN.1• i 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MK1E13.PP fliAE^utERSAHIO TIF iWtQ�VN65R1LE0 pzsantiS READANLT(IXi LCGtTXsli FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET9. 7 3)TRACK-TO-TRACK 'y7 VINYL SLIDING GLASS DOOR FPA 111124118 , DISTANCE IS 2.375`. � 2.375' (jf 1 [1 ANCHOR LOCATIONS D 8 J ROSOWSKI 1070TECHNOLOGYDRNE g � 1 Sm I N.VENICE,FL 34275 .time 5 (941M80-1Soo p PDmk 7i CERT.OF AUTH.t29296 SGD-5570 NTS 25 OF 25 S$FPASGDS570 $