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Home My WebLink About22-4804it of Zephyrhillsti 5335 Eighth Street Zephyrhills, FL 33542 BAR-004804-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 11/01/2022 ZT011"IMT-Mr.ro =*A M71 34 25 210180 00000 3150 Name: Keith & Peggy KUNKEL Permit Type: Add/Alter (Residential) I Class of Work: Add/Alter Residential 7836 Kay Marie Avenue Address: 7836 Kay Marie Ave Building Valuation: $12,000.00 ZEPHYRHILLS, FL 33541 Electrical Valuation: $1.00 Phone: Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 V Total Valuation: $12,003.00 Total Fees: $150.00 Amount Paid: $150.00 Date Paid: 11/1/2022 2:07:01 PM REINSPECTION FEES: (c) local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. !I 11111141"Pil MiliFil I ill I 1=01 M, ME= 2301�� Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE OFF710Eli V LIM 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting 3 d -r Owner's Name eli7 f`Owner Phone Number ) '� 41 Owner's Address �) ! �� 'fit t 9 Owner Phone Number �— Fee Simple Titleholder Name f —� Owner Phone Number Fee Simple Titleholder Address .� �a•� F •y ,<./y ,.� -7g� 0 LOT # JOB ADDRESS � �":"°" �• 6 SUBDIVISION He �PARCELID# f- ��/ � ( to TAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR 8 ADD/ALT u" SIGN �] DEMOLISH El INSTALL REPAIR PROPOSED USE 0 SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL 0 DESCRIPTION OFWORKen e�o's 'f/'tc o4 BUILDING SIZE f SO FOOTAGE = HEIGHT ..€ Ell, � €'Z E>C. E"x..E..u"u..,..E..; Ex."r'tx.,x..X..,r_[_X IC'E"IE IC`E'3€._+F ACIE .,L_7€._€...E. .. _E_E..9[_ :. C. . IC It F..I_IE IC IC It X 1E..X €..11 11 ._L..34_#._£1_z =BUILDING $ / C VALUATION OF TOTAL CONSTRUCTION ELECTRICAL PLUMBING =MECHANICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. - ' VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING Q SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER , COMPANY e(A.,,s ice'' ". {t SIGNATURE ? REGISTERED Y / N I FEE CURRIER Y /N Address I License # ELECTRICIAN COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Address I License # PLUMBER SIGNATURE Address MECHANICAL SIGNATURE Address OTHER SIGNATURE Address COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED Y / N FEE CURREN License #^� Y / N Y / N FEE CURREN License # I Y / N Y / N FEE CURREN License # [_ Y / N T� 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, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) ** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (PloUSurvey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions' which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/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 W" 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 FLORIDA JURAT (F.S. 11 03) ... �. OWNER OR AGE1 CONTRACTOR -�® Subscribed and sworn (or affirmed) before me this Subscribed and sworn to (or affirmMT before me this Who islare personally known to me or has/have produced as identification. Notary Public Commission No, Who is/are personally known to me or has/have produced as identification. Notary Public Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped INSTR# 2Q2223i859 OR BK 1 ! 1 PG 4 Page 1 of 1 11/04/2022 02:46 PM Rcpt: 2520908 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller M 1- Permit No. ` Parcel ID No // NOTICE OF COMMENCEME / State of b �� County of THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement: L 1. Description of Property: Parcel Identification No. _17 Street Address: General Description of Improvement T) UA 1,ni) All Owner information or Lessee Information If the Lessee contracted for the Improvement: /2 S3 (p e ,r r r �,� r c' 4 t` l 'Address 7 Tq , ( CityI State Interest In Property: B uM -' i Name of Fee Simple Titleholder. (If different from Owner listed above) Add—ress City State 4. Contractor. &kS�JA Ad ress n ._ J _ Cityc State Contractor's Telephone No.: ea &2 5. Surety: =z=" Address City State Amount of Bond: $ Telephone No.: 6. Lender. Name Address City State Lender's Telephone No.: 7, Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)ta)(7), Florida Statutes: Name Address Telephone Number of Designated Person: 8. In addition to himself, the owner designates City State of to receive a copy of the Llenor's Notice as provided in Section 713.13(txb), Florida Statutes. Telephone Number of Parson or Entity Designated by Owner: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be one year from the 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. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and th the cis stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OFPASCO Signnature of Owner or Lessee, or Owners r lessee's Authorized /DlrcotorlPartner/Manager A) ZA)' Signatory's Title/Offloe[� / J/ The foregoing Instrument was acknowledged before} me this 1 day of tUp , 2a�Ny (�z=r 7—H erg -_ ,(�Jy/__✓ ,�._. (type of authority, e.g., officer, trustee, attorney in fact) for (name o on behalf of,(whhom instrument was executed). Personally Known (] gR ProducedIdentification rNotary Signature C -✓ �/� Type of Identification Produced i i<- z)kl +�- "1(-° Name (Print) `-5L41 �/� o 4- !\ EL— Ozrp Ply 6NtI�ENIGDEL COTTO r.i M1 WIDN#GGMM ?' ' EXPIRES AM 26, 2024 wpdata/bcs/noticaoommenceri ent_,pc053048 Roe O&Z t Florida Building Code Online Page 1 of 2 Comments Archived Product Manufacturer Norandex, A Division of American Builders & Contractors Supply Co., Inc. Address/Phone/Email 1 ABC Parkway Beloit, WI 53511 (517) 780-3185 Neii.J.Sexton@saint-gobain.com Authorized Signature Neil Sexton Neil.I.Sexton@saint-gobain.com Technical Representative Neil J. Sexton, AIA Address/Phone/Email 803 Belden Road Suite 210 Jackson, MI 49203 (517)780-3185 NeiI.J.Sexton@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding 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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2023 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL12500 R4 COI 2020 01 COI NIEMINEN.odf Referenced Standard and Year (of Standard) Standard Year ASTM D3679 2017 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 1_+..___. 11___, A-1 ..ata�*_. - ..._,.. l..n._/...,.-.. 7 l ,. A+,QTT-LTa 1 /A/'7 fl`lt Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/25/2020 10/02/2020 10/11/2020 12/15/2020 FL # Model, Number or Name Description 12500.1 Norandex Vinyl Siding Vinyl Siding Systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL12500 R4 II 2020 09 25 FINAL Al ER NORANDEX SIDING FL12500- R4.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-109 Created by Independent Third Party: Yes Other: 1.) The DP noted in this application Evaluation Reports pertains to one particualr siding system. Refer FL12500 R4 AE 2020 09 25 FINAL ER NORANDEX SIDING FL12500- R4.pdf to ER Appendix for all systems and design pressures. 2.) Refer to ER Section 5 for Limits Created by Independent Third Party: Yes of Use. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee P� 32349 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Peivacy 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 click here . Product Approval Accepts: M ,1 M eC9 M Credit Card Safe https://,,vww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDavG4Atv8UaHd... 1/4/2021 TtH COIi(QN (2Q2QJ FLORIDA WIND ZONE'COMPLIANCE WORk5HEET, Might (h) < SO . .. SIDING . r• .r Max. Nail Design Exposure Zone Product Profile Nail Engage Pressure 110 120 130 140 Y50 160 170 180 190 200 Spacing OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone4 OK OK OK OK OK OK OK OK OK OK D D4 16" o.c. Studs 89 OK OK OK OK OK OK OK OK OK OK B End Zone OK OK I OK OK OK OK OK OK OK OK C 5 OK OK OK OK OK OK OK OK OK : NO :. D Sagebrush OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK NO NO -:. NO C Zone 4 OK OK OK OK OK OK ;. NO ':: NO NO D5DL 16" o.c. Studs 51 OF OK OK OK OK OK OK OK :NO '-N0 ' B End Zone OK OK OK i OK OK NO NO NO NO : `.NO C 5 OK OK OK OK NO NO NO NO NO -. NO D OK OK OK OK OK OK I OK OK OK OK B Interior Zone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK c. NO NO D 6.5 Semi -Beaded 16" o.c. Studs 68 OK OK OK OK OK OK OK OK OK OK 8 End Zone OK OK OK OK OK OK OK OK<: NO = '--;NO C 5 OK OK OK OK OK OK NO NO :::NO NO D Shenandoah OK OK OK OK OK OK OK OK NO : `NO :: B Interior OK OK OK OK OK NO NO -: NO r:.NO " NO C Zone 4 OK OK OK OK NO :.NO '.:: NO NO NO NO S. D T3 16"o.c. Studs 40 OK OK OK OK :`NO =NO '; NO :.NO BEnd Zone OK OK :: NO 1'NO <-.NO : NO ,..NO ->NO - C 5OK -'NO '--NO NO ::NO '..NO : NO _NO - DOK !OKPNO OK OK OK OK OK OK B Interior OK OK OK OK -NO ::NO =:NO CZone4 OK OK OK =.NO =NO •.NO ':NO D Sterling S8 16"o.c. Studs 44 OK OK OK OK OK OK <NO -=NO NO KNO B End Zone OK OK OK OK NO NO ::: NO i NO NO C 5 OK OK OK - NO - NO c-NO %NO NO r:NO NO D OK OK OK OK OK OK OK NO '.. NO B Interior Zone OK OK OK OK OK NO NO NO ;NO C OK OK OK -.NO NO -'NO r NO -NO No -;NO D D4.5, D4.5DL 161, Studs 38 OK OK OK OK OK OK > NO .-. NO ,: NO >: NO : B End Zone OK OK OK NO -<.NO NO NO ':: NO NO NO C 5 OK OK NO NO NO NO NO NO ;: NO : NO : D Summit Manor OK OK OK OK OK OK OK : NO NO :;NO B Interior OK OK OK OK NO ::: NO '-CNO -:NO :'NO :'.NO C Zone OK OK OK NO NO NO NO NO NO NO D D4 16"o.c. Studs 36 OK OK OK OK OK : NO :: NO NO >:; NO ::NO : B End Zone OK OK OK NO NO : NO NO C 5 OK OK NO `NO - NO NO =-NO : NO NO NO -. D ER C13820.04.09-1-R4 NEMO ETC, LLC Norandex - FL12500-RA Certificate of Authorization 432455 NORANDEX; (517) 780-3185 09/25/2020 ©2019 NEMO ETC, LLC Appendix 1, Page 3 of 4 rim irnoN t 010) oaIoAwi�io aoNe COMPLIANCE wox�cs> r�sr r e fin► nc <so rc< NORANDEX VINYL SIDING Ultimate Design Wind Speed - Vult (mph) — FBC Figures 1609.3(l) through 60•, ®� Max. Nail Design Exposure Zone Product Profile Nail Engage Pressure 110 120 130 140 1S0 160 170 180 190 200 Spacing OK OK OK OK OK OK OK OK OK OK B Interior Zone OK OK OK OK OK OK OK NO - NO NO C OK OK OK OK OK NO NO NO NO ". NO D D4 16" a.c. Studs 49 OK OK OK OK OK OK OK OK NO NO B End Zone OK OK OK OK OK NO NO NO NO NO C 5 OK OK OK OK - NO r NO NO NO NO NO D OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone D4DL 16" o.c. Studs 71 OK OK OK OK OK OK OK OK OK NO D OK OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK OK NO .NO C Woodsman Select 5 OK OK OK OK OK OK OK NO NO NO D OK OK OK OK OK OK NO NO NO NO B Interior OK OK OK NO NO -' NO NO NO NO NO C Zone4 IDS 16"o.c. Studs 31 OK OK NO `: NO '. NO NO NO NO NO NO D OK OK OK OK NO - NO NO NO NO - NO B End Zone OK OK NO - NO ".. NO NO NO NO NO NO C 5 OK NO NO NO NO '. NO NO '. NO NO NO D OK OK OK OK OK OK OK OK OK OK B Interior Zone OK OK OK OK OK OK OK NO NO NO C OK OK OK OK OK OK '. NO NO NO NO D DSDL 16"o.c. Studs 51 OK OK OK OK OK OK OK OK NO NO B End Zone OK OK OK OK OK NO NO :. NO NO NO C 5 OK L OK t OK OK -' NO t'. NO I NO I NO NO NO D ER C13820.04.09-1-R4 NEMO ETC, LLC Norandex - EL12500-R4 Certificate of Authorization #32455 NORANDEX; (517) 780-3185 09/25/2020 ©2019 NEMO ETC, LLC Appendix 1, Page 4 of 4 4 rrH n�rioru (2020 ,F�oei�a wwoxor, connPuaN6 WO , HE Hefgl Ciu)�4 as ftM-7 NORANDEX VINYL SIDING Ultimate Design Wind Speed -Vult (mph)— FBC Figures 1609.3(l) through 1609.3(4) Product Profile Max. Nail Spacing Nail Engage Design Pressure 110 120k13 140 150 160 170 180 190200OK Exposure Zone Board & Batten Single 7 Vertical S7 12" o.c, OSB, plywood 80 OK OK OK OK OK OK OK OK B Interior Zone 4 OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK B End Zone 5 Siding and/orstuds OK OK OK OK OK OK OK OK OK 'c'=NO C OK OK OK OK OK OK OK OK NO : NO D Cambridge Beaded 6.S Beaded 16"o.c. Studs 42 OK OK OK OK OK OK OK OK NO :: NO B Interior Zone OK OK OK OK NO NO NO NO NO C g.K OK OK OK ':.. NO :.NO NO NO NO '. NO D OK OK OK OK OK OK NO NO ;NO B End Zane 5 OK OK OK s: NO NO NO :: NO NO NO C OK OK NO ;. NO '.`-NO -.. NO '. aNO NO '. NO D D4 16" o.c. Studs 53 OK OK OK OK OK OK OK OK OK OK B Interior Zone OK OK OK OK OK OK OK OK :.NO - NO C OK OK OK OK OK OK NO NO -.. NO ':..NO - D OK OK OK OK OK OK OK OK OK rr NO :: B End Zone 5 OK OK OK OK OK OK NO NO -:: -:NO NO -- C OK OK OK OK <NO NO f': NO NO ': NO , :NO D Cedar Knolls DS 16"o.c. Studs 55 OK OK OK OK OK OK OK OK OK OK B Interior Zone OK OK OK OK OK OK OK OK NO NO C OK OK OK OK OK OK NO NO - NO NO D OK OK OK OK OK OK OK OK OK --i'NO B End Zone 5 OK OK OK OK OK OK NO ..NO -NO =NO C OK OK OK OK OK NO NO :NO ::: NO NO D D5DL 16"0.c. Studs 51 -OK OK OK OK OK OK OK OK OK OK B Interior Zone OK OK OK OK OK OK OK NO NO : NO C OK OK OK OK OK OK NO NO ':: NO NO D -OK OK OK OK OK OK OK OK >NO NO B End Zone 5 OK OK OK OK OK ::NO NO -:NO NO <':NO C OK OK OK OK "-N0 ;.NO :NO "NO 'tNp '<NO D ER C13820.04.09-1-R4 NEMO ETC, LLC Nomrdex - FL12500-R4 Certificate of Authorization #32455 NORANDEX, (517) 780-3185 09/2512020 9)2019 NEMO ETC, LLC Appendix 1, Page 1 of 4 ` 7THEDMOR(2a20)FLORIDAWINDZONECOMPLIANC€WORKSH ON EEE�teighE(h}a3afG Ultimate Design Wind Speed Product Profile Max. Nail Spacing Nail Engage Design Pressure 110 120 130 140 150 160 170 180 190 200 Exposure Zone OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C D4 16" o.c. Studs 109 Zone OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B End Zone 5 OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK OK D Polar Wall Plus! DSDL 16" o.c. Studs 76 OK OK OK OK OK OK OK OK OK OK B Interior Zone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK NO D OK OK OK OK OK OK OK OK OK OK B End Zone 5 OK OK OK OK OK OK OK OK OK " NO C OK OK OK OK OK OK OK NO - NO NO D D6 16"o.c. Studs 69 OK OK OK OK OK OK OK OK OK OK B Interior Zone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK NO NO D OK OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK OK NO NO C 5 OK OK OK OK OK OK NO NO '. NO NO D Premium Vertical Siding DS 16" o.c. plywood and/or studs 33 OK OK OK OK OK OK ' NO : NO NO NO B Interior Zone OK OK OK OK : NO NO NO NO NO NO C OK OK OK =`. NO c:. NO NO - NO NO NO -. NO D OK OK OK OK OK NO NO NO NO s NO - B End Zane 5 OK OK NO :NO :NO NO NO NO NO NO C OK NO NO NO NO , NO NO l: NO :NO D OK OK OK OK OK OK OK OK OK B Interior Zone OK OK OK OK OK OK OK OK OK C OK OK OK OK OK ROK OK OK OK OK D D4 16" o.c. Studs 107 OK OK OK OK OK OK OK OK OK B End Zone 5 Great Barrier or OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK D Great Barrier XL DS, D5DL 16" o.c. Studs 77 OK OK OK OK OK OK OK OK OK B Interior Zone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK ' NO D OK OK OK OK OK OK OK OK OK OK B End Zone 5 OK OK OK OK OK OK OK OK OK NO C OK OK OK OK OK OK OK NO NO NO D ER C73820.04.09-1-R4 NEMO ETC, LLC N—rdex - FL12500-R4 Ceniflcate of Authorization #32455 NORANDEX; (517) 780-3185 09/25/2020 02019 NEMO ETC, LLC Appendix 1, Page 2 of 4 r � T ii b 5 I t 2 BCSS Nome Log InI User Registration I Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search ba Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7013-R6 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws,cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws=cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2028 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By EL7013 R6 COI EvalReport172F.pdf Standard AAMA/101/I.S.2/A440 Florida Licensed Professional Engineer or Architect FL7013 R6 Equiv 7000 Equivalency- FL-7013.pdf Year 2008 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/26/2020 Date Validated 08/31/2020 Date Pending FBC Approval 09/18/2020 Date Approved 12/15/2020 Summary of Products FL # Model, Number or Name Description 7013.1 HS-7000 HS-7000 Alum, Horizontal Slider, XO, OX, XOX. Limits of Use Installation Instructions Approved for use in HVHZ: No FL7013 R6 II CWS-172F.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: HS-7000 Alum, Horizontal Slider, Max, size XOX 120" x FL7013 R6 AE EvalReport172F.pdf 66" DP +/- 35 psf, Max, size XO or OX 72" x 72" DP +/- 45 psf. Created by Independent Third Party: Yes Glass conforms to ASTM E1300. 7013.2 HS-7000 HS-7000 Alum. Horizontal Slider, XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: No FL7013 R6 II CWS-487C.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: HS-7000 Alum. Horizontal Slider, 74" x 72". See FL7013 R6 AE EvalReport487C.pdf Installation drawings for design pressures. Glass conforms to Created by Independent Third Party: Yes ASTM E1300. W Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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Product Approval Accepts: t M eCheck M Credit Card Safe HORIZONTAL SLIDER - NON -IMPACT (SHOWN W1 DIFFERENT OPTIONS) 1203/4" MAX FLANGE WIDTH 119 1/2" MAX UNIT WIDTH 25 718" 58 3/4" 29 7/16" ' LASS DLO GLASS OLD SASH WIDTH 67 V4" 7_1 MAX FLANGE HEIGHT E 114 112 114 E 66" X 0 X 63 5/16" MAX => SASH UNIT HEIGHT HEIGHT F I 62 3/8" -Jil F D 6_0 3/4: GLASS DLO GLASS DLO F8' 1'8* MAX FLANGE WIDTH 68 3/4" 877�8" MAX UNIT WIDTH GLASS DLO Fr2 26" 219 9/16" 'LASS 'LO r-LASS DLOJr SASH WIDTH T T 67 1/4" MAX "L FLANGE 1 11 11 1 11 GLASS 1/3 1/3 113 66" X 0 X 63 5/16" SASH MAX UNIT HEIGHT HEIGHT I 62 318" GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS... .......... __ ........... I GLAZING DETAILS .........................................................2 COMPARATIVE ANALYSIS .................. ...................... 3-5 SECTION VIEWS & ALT. FRAME "OX" / "XO .................6 SECTION VIEWS & ALT. FRAME "XJOIX _ ............. 7 EXTRUSIONS & BILL OF MATERIALS ..........................8 ANCHOR SCHEDULE & NOTES ....................................9 INSTALLATION DETAIL ................................................10 GENERAL NOTES: argm-rd 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SYSTEMS MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 61 2. GLAZING OPTIONS: (SEE SHEET 2) www.cws.cc MAX. FLANGE WIDTH 62 3/4" GLASS DLO 59 3/4" MAX UNIT WIDTH 60 3/4" GLASS 3. CONFIGURATIONS: "OX", "XO", 4. DESIGN PRESSURE RATING: 7000 ALUM. A DLO -NEGATIVE DESIGN LOADS BASED ON TESTED HORZ. SLIDER PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. NON -IMPACT -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE 67 1/4" AND GLASS TABLES ASTM E-1300-04e01/09. < MAX FLANGE 1 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT < I-- OWU 'j 0':� HEIGHT B B 0 x B 63 5/16 BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE Uj 0 'w j� I, :�� U) 0 C� 3: Fo 66" - S— ASH SHEET 10 FOR INSTALLATION DETAILS. U_ I-W zi-3:�Ey 'AX MAX HEIGHT 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT Z 0 Z T ��w < ix� W 0 0 0 1- 0 UN�T<= ' I HE GHT I 14 PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE U) B- a- co Z' O !) �-� �'- a Lf) C DEBRIS REGION. Z < z0ozo 0 I-- '2G, -Z 7. ALL FRAMES AND VENTS SCREWED TOGETHER. SMALL >- < 0 w 0 - Z o C JOINT SEAM SEALANT USE AT ALL FRAME JOINTS. 27 7/8" 8, SERIES / MODEL DESIGNATION HS-7000. Lij 0 � 0::(n0wU)w Z w 0 a] a- 0 u) GLASS DLO GLASS DLO C Iz� Uj 0 a� BE >- 29 7/16" SASH WIDTH 9, THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: CC a: ft� w LJJ CO X = OPERABLE SASH, 0 = FIXED SASH. a_ MAX. SIZE W/ STD FIXED RAIL 10. SECTION CALLOUTS FROM ELEVATIONS APPLY TO ALL 73 1/4" MAX. FLANGE WIDTH r-72' ELEVATIONS IN A SIMILAR LOCATION. A. TUR& MAX. UNIT WIDTH 11. WEEP SLOTS = 1/4"X 1" LOCATED 3-1/2" FROM BOTH ENDS. �I,,S — --- - ------ rA No. 58201 I / B 61 11111" 73 1/4" 10 MAX. MAX. SASH FLANGE C HEIGHT HEIGHT 10 0 x D 66 1/2" 72" 10 GLASS MAX. DLO UNIT HEIGHT 33 1/4" 32" GLASS DLO GLASS DLO 34 15/16" MAX. SASH WIDTH - MAX. SIZE W1 HD FIXED RAIL DESIGN PRESSURE RATING IMPACT RATING SEE COMPARATIVE ANALYSIS NONE CHARTS, SHEETS 3-5 STATE OF ` " Lucas Turner 4OR101 2020.08.21 11:23:40 -05'00' 8/18/2020 LUCAS A. TURNER, P.E. FL RE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 EET DESCRIPTION: GENERAL NOTES AND ELEVATIONS AWN BY: DATE AIDE 06/12/08 �G ft: REV.. CWS-172 F ALE: SHEET 1:3333 1 OF 10 1/8" ANNEALED �INSTAGLAZE 3 '''TGLAZE "H" SS BITE GLASS TYPE A 5/8" OVERALL 1/8" ANNEALED 3/8" AIRSPACE 114-1/8" ANNEALED INSTAGLAZE.,,3 P'ETGLAZE 'H" GLASSBITE - QUANEXDURASEALor CARDINAL XL EDGE or, KODISPACE 4SG TPS I.G.SPACER GLASS TYPE E —1 � 3/16" ANNEALED GLAZE 3 _CT GLAZE "H' 3S BITE GLASS TYPE B —5/8" OVERALL —3/16" ANNEALED 1/4" AIRSPACE —3/16" ANNEALED V39 INSTAGLAZE 3 PURFECT GLAZE "H" 1/2" GLASS BITE QUANEX DURASEAL or, I , CARDINAL XL EDGE or, K IS ( ODISPACE 4SG TPS 1 0 S, ' " I.G.SPACER GLASS TYPE F 1/8" TEMPERED 39 INSTAGLAZE 3 PURFE'T GLAZE 'H" 111' GLASS 'IT, GLASS TYPE C _—q58' OVERALL 1/8" TEMPERED 3/8" AIRSPACE 1/8" TEMPERED I.G. 39 INSTAGLAZE 3 PURFECT GLAZE'*H 1 GL ASS LA'SS BITE QUANEX DURASEAL or W CARDINAL I CARDINAL XL EDGE or, C ", S KODISPACE4SGTPS' P I S, C I.G.SPACER GLASS TYPE G 3/16" TEMPERED INSTAGLAZE 3 P'R'ECT GLAZE 'H" 1 " GLASS �/2BITE GLASS TYPE D —5/8" OVERALL —3/16" TEMPERED —1/4" AIRSPACE —3/16" TEMPERED 39 INSTAGLAZE 3 PURFECT GLAZE "H" GLASS 1/2" GLA SS BITE QUANEX DURASEAL or, CARDINAL XL EDGE or, KODISPACE 4SG TPS P I Sp C .GSPACER GLASS TYPE H WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cwS.CC 7000 ALUM. HORZ. SLIDER NON -IMPACT < , 3: 0oW0- Z W-0 <�-_iu w Z0Z crt2'=P- LL LL �-w 0 0I-0<<'00 =�_nr U 0 co H 6Z o- P Co 0- < Z —ucozo ':E 0 Z >- 0 < E U w o - Ft Z 0 _j C/) 0- — n� 0 Co 0 ui 0 a- > w ul D_ cc: '%%kI1IIIjjj' Cl,,5 A. TUft" - — -------- N., 58201 Exi ok STATE OF 8/18/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 EET DESCRIPTION: GLAZING DETAILS :AWN BY — — DATE: AIDE 06/12/08 VG ft: REV_ CWS-172 F SHEET - 2 OF 10 Design Pressures (PSF) for "XO" Equal Split Configuration Unit Glass Unit Widths (in.) WINDOW SYSTEMS Ht (in.) Types 24.75 29.5 35.5 39�5 43.5 47.5 51.5 55�5 59.75 1900 SW 44TH AVE. A +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35 / -5Z5 +35/-52 +35/-46.4 +35/-41.7 OCALA, FLORIDA 34474 17.875 www CWS cc B THRU F +35 / -52�5 +351-52.5 +351-52,5 +351-52.5 +35/-52.5 +35/-52.5 +35/-52 +35/-46.4 +35/-41.7 A +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/47.5 +35/-41.5 +351-36.7 23.5 B THRU F +35 / -5Z5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +351-52.5 +35/-47.5 +35/-41.5 +35/-36.7 7000 ALUM. A +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-47.1 +35/-40.6 +35/-35 HORZ. SLIDER 29.5 B THRU F +35/-52.5 +35/-52.5 A-35/-52.5 +35/-52.5 +35/-52.5 +351-52.5 +351-47.1 +35/-40.6 +35/-35 NON -IMPACT A +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +351-52.5 +35 1-47A +35/-40.6 +35/-35 35.5 B THRU F +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35 / -5Z5 +35/-47.1 +35/-40.6 +35/-35 < Z A +35/-52.5 +35/-52.5 +35 1 -5Z 5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-47.1 +35/-40.6 +35/-35 �Z Z C) LU 0 U1 Lu 0 III a < w 41.5 w _, Z Z C, Z cr� - H B THRU F +351-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-47.1 +35/-40.6 +35/-35 0 :�� 0 A 35/-52.5 +35 +35/-52.5 +35/-52.5 +35 / -48�6 +35/-46.4 +35/-45.9 +35/-45.8 +35 / -40�6 +35/-35 LL I- w Z H- Z T: 2i < 0� w o 0 47�5 0 0 1- 0 < B THRU F +35/-52.5 +35/-52.5 +35 -52�5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-47.1 +351-40.6 +35/-35 0 () Z a- o Z - �� - - 53.5 A +35/-52.5 +35/-52.5 +35 -49�7 +35/-42.6 +35/-39.6 +35/-38.7 +35/-38.8 +35 1 -38�8 +35/-35 Z 0 D -ZOOZ5 B THRU F +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-47.1 +35/-40.6 +35/-35 < - - U- :E C) Z: A +35/-52.5 +35/-52.5 +35/-47.2 +35/-39.6 +35/-35.4 +313 / -313 +33/-33 +33.3 / -33.3 +33.6 / -33.6 < I-_ :E >_ 5 != Z ui 11 1- 5 3� 0 :E 595 B THRU F +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-50.5 +35/-47.2 +35 /-44.5 +35/-40.6 +351-35 Lu 0 ' In 0 Lu co uj Lu 0 A 351-52.5 +35/-52.5 +351-45 +35/-37.2 1 +31.9 / -31.9 +79.1 / -29.1 +283 / -28.3 +28.3 / -28.3 +28.6 / -28.6 a- 0 Z Q� 0 Cn w 0 IL :E > 66 C'� ui CS 7B THRU i / -52.5 1 +35/4 +35/-41.5 +35/-39 +35/-36.9 +35/-35 'L I- a- aka Pressures (PSF) for "X0" Equal Split Configuration Unit Glass Unit Widths (in.) ... . . ........ Ht -(i-n.)- Types 29.5 35.5 39.5 43.5 47.5 51.5 55.5 59.5 65.5 72 �` 17.875 23.5 G, H G, H +45/-67.5 +45/-67.5 +45 / -6T5 +451-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-67.5 +45 / -6T5 +451-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-59.1 +45/-60.3 +45/-51.2 N�o. 582e 01 ii Jul O.X 29.5 G H +45 / -67�5 +45/-67.5 +45 / -6T5 +45/-67.5 +45 / -6T5 +45/-67.5 +45/-67.5 +45/-65.9 +45 / -54�9 +45/-46.5 STATE OF 35� 5 G H +45/-67.5 +45/-67,5 +45/-67.5 +45 / -6T5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-65.9 +45/-54.4 +45/-45 41.5 G H +45/-67.5 +45 / -6T5 +45/-67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-67.5 +45/-65.9 +45/-54.4 +45/-45 47.5 G, H +45/-67.5 +45/-67.5 +45/-67.5 +45 / -6T5 +45/-67.5 +451-67.5 +45/-67.5 +45/-65.9 +45/-54.4 +45/45 53� 5 G , H +45/-67.5 +45 / -6T5 +45/-67.5 +45/-67.5 +45/-67.5 -+45/-67.5 +45/-67.5 +45/-65.9 +45/-54.4 +45/-45 59.5 G, H +45/-67.5 +451-67.5 +451-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45 / -65�9 +45/-54.4 +45/-45 8/18/2020 65.5 G, H +45/-67,5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-64.6 +45/-61.1 +45/-58.1 +45/-54.4 +45/-45 LUCAS A. TURNER, P.E. 72 G, H +45/-67.5 +45/-67.5 +45/-67.5 +45/-65.8 +45 -61�3 +45/-57.5 +45/-54.2 +45/-51.5 +45/-48 +45/-45 FL PE # 58201 2428 Old Natchez Trc TrI Camden, TN 38320 PH, 941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS X0 DRAWN BY DATE ADE 06/12/08 _bWO# REV,: NOTE: CWS-172 F 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE SCALE: SHEET 1:1 3 OF 10 Design Pressures (PSF) for "XOX' 1/3-1/3-1/3 Configuration �go�® Unit Glass Unit Widths (in.) WINDOW SYSTEMS Ht (in.) Types 35.75 45.5 55.5 65.5 72.5 75.5 85.5 87.875 1900 SW 44TH AVE, OCALA, FLORIDA 34474 A +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-51.4 +35/-47.4 +351-37 +35/-35.1 WWW.CWSOC 27.5 B THRU H +35/-52.5 +35/-52.5 +35/-52.5 +351-52.5 +35/-51.4 +351-47.4 +351-37 +35/-35.1 - A +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-51.4 +35/-47.4 +35/-37 +35/-35 7000 ALUM. 31.5 B THRU H +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-51.4 +35/-47.4 +35/-37 +35/-35 HORZ. SLIDER A +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +351-51.4 +35/-47.4 +35/-37 +35/-35 NON -IMPACT 35.5 B THRU H +35/-52.5 +35/-52.5 +35 / -52�5 +35/-52.5 +35 / -51 A +35 / -47A +35/-37 +35/-35 < Z Z_ < - - -0 0 A +35/-52.5 +35 / -5Z5 +35/-52.5 +35/-52.5 +35/-51.4 +35/-47.4 +35/-37 +35/-35 39.5 B THRU H +35/-52.5 +35/-52,5 +35/-52.5 +35/-52.5 +35/-51.4 +35/47.4 +35/-37 +35/-35 F Z 0 uj 0 Lu 6 C� W-0 < Z W F-- A +35/-52.5 +35/-52.5 +35/-52.5 +35 / -51 �6 +35/-51.2 +35 / -47A +35/-37 +35/-35 w LD ILL Z0Z Qf - :�� co 3: >- 0 M 5 cc H-Lu 43.5 B THRU H +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-51.4 +35/-47.4 +35/-37 +351-35 Z 0 Z = 2 < a: w 0 0 0 �- 0 6 < T - C� A +35/-52.5 +35/-52.5 +35 / -51�3 +35 / -46�3 +35/-45.9 +35/-45.8 +35/-37 +351-35 u 0 0 o z i- o a - Z - - � 0 - D 4T5 Z 0 - DO- - Z cc Z B THRU H +35 / -5Z5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-51.4 +35/-47.4 +35/-37 +35/-35 < �- - 2 0 0 >_ fif < OLU-= 51.5 A +35/-52.5 +35/-52.5 +35/-48.5 +35/-41.3 +35/-40.7 +35/40.8 +35/-37 +35/-35 < 2 � 0 Z B THRU H +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-51.4 +35/-47.4 +35/-37 +35/-35 Lu 00 >- D Q 0 0 uj M w A +351-52.5 +35/-52.5 +35/-45.6 +351-38 +35/-36.8 +35/-36.8 +35/-37 +35/-35 E CL Z 0 - 55.5 B THRU H +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +351-50.2 +35/-47.4 +35/-37 +35/-35 a� a 3: 0� w A +35/-52.5 +35/-52.5 +35/-43.2 +34.1 1 -34.1 +31.4 / -31.4 +31.1 / -31.1 +31.5 / -31.5 +31.7 / -31.7 61.5 B THRU H +35/-52.5 +35/-52.5 +35/-52.5 +35/-47.7 +35/-44.1 +35/42.8 +35/-37 +35/-35 A +35/-52.5 +35/-52.5 +35/-41.5 +31.7 / -31.7 +28.8 / -28.8 +28.4 / -28.4 +28.4 -28.4 +28 5 -28 5 66 B THRU H, +35/-52.5 +35/-52.5 +35/-50,1 +35/43.8 +35/-40.4 +35/-39.2 5 8 201 1 01 STATE OF: 8/18/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc TrI Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS XOX 1/3-1/3-1/3 DRAWN BY - -5-ATE- ADE 06/12/08 DWG _# REV,: NOTE: CWS-172 F 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE SCALE SHEET 1:1 4 OF 10 Pressures (PSF) for'XOK 1/4-1/2-1/4 Configuration WINDOWSYSTEMS Unit Glass Unit Widths (in.) Ht (in.) Types 35.75 45,5 55.5 65.5 75.5 85.5 99.5 ''l 120 1900 SW 44TH AVE. OCALA, FLORIDA 344D74 A +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35 / 48.9 +35/40.4 +34.9 / -34.9 +30.8 / -30.8 275 B +35/-52.5 +35/-525 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-50.9 +35/-40.9 +35/-35.2 WVw.CwS'CC E +35/-52.5 +35/-52.5 +35 / -52.5 +35/-52,5 +35/-52.5 +35/-52.5 +35/-50,9 +35/40.9 +35/-35.2 C,D,F,G,H +35/-52.5 +35 / -52.5 +35 / -52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-50.9 +35/-40.9 +351-35.2 7000 ALUM. HORZ. SLIDER NON -IMPACT 31.5 A +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.3 +35/46.8 +35/-39.9 +35/-35 +31.4 / -31.4 B +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-50.9 +35/-40.9 +35/-35 E +35/-52.5 +35/-52.5 +35 / -52.5 +35-52.5 +35/-52.5 +35/-52.5 +351-50.9 +35/40.9 +35/-35 C,D,F,G,H +351-52.5 +351-52.5 +35/-52.5 +35-52.5 +35/-52.5 +35/-52.5 +35/-50.9 +35/-40.9 +35/-35 35.5 A +35/-52.5 +351-52.5 +35/-52.5 +351-52.5 +351-47.8 +35/-42.7 +35/-37.7 +33,6 / -33.6 +30.8 / -30.8 Z W C O U C z z ¢-0 0wo <u00 L- Z O Z W I- w Z0r3 F1U0 01T-0 <W00 000 F- c- ) ZCu Z 2Z 5 ,0 u-n- co0ui0w rn w 0 J cc I- D 0 w 0 L > = u _U- B +35/-52.5 +351-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35 / -50.9 +351-40.9 +35/-35 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +351-50.9 +35-40.9 +35/-35E C, D, F, G,H +35 / -52.5 +35 / -52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-50.9 +35-40.9 +35/-35 39,5 A +35/-52.5 +35/-52.5 +35/-52.5 +35/48.9 +351143.5 +35/-39.1 +34.4 / -34.4 +30,9 /-30.9 +28.9/-28.9 B +35/-52.5 +35/-52.5 +35/-52.5 +35 / -52.5 +35 / -52.5 +35/-52.5 +35/-50.9 135 / -40.9 +35/-35 E +35/-52.5 +35/-52.5 +35/-52.5 +351-525 +35/-52.5 +35/-52.5 +35/-50.9 +35/-40.9 +351-35 C,D,F,G,H +35/-52.5 +35/-52.5 +35/-52.5 +351-52.5 +351-52.5 +35/-52.5 +35/-50.9 +35/-40.9 +35/-35 43.5 A +35/-52.5 +35/-51.3 +351-49.7 +35/44.9 +35/-39.8 +35/-36+31.2 / -312+228.3 / -28.3 +26.5 / -26.5 B +35/-52.5 +35/-52.5 +35/-525 +35/-52.5 +35/-52.5 +35/-52.5 +35/-50.9 +35/-40.9 +35/-35 E +35/-52.5 +351-52.5 +35/-52.5 +35/-52.5 +35/-52.5+35/-52.5 +35/-50.9 +351-40.9 +35/-35 C,D,F,G,H +35/-52.5 +35/-52.5 +35/-525 +35-52.5 +35/-52.5 +35 / -52.5+351 -50.9 +35/-40.9 +35/-35 A +35/-50.2 +35/45.9 +35/-44.8 +35-41A +35/-37.1 +33/-33 +28.8 / -28.8 +25.9 / -25.9 +24.5 / -24.5 47.5 B +35/-52.5 +35 / -52.5 +35/-525 +35/-52.5 +35/-52.5 +35/-52.5 +35/-50.9 +35/-40.9 +35/-35 iRCul / E +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-50.9 +35/-40.9 +35/-35 C,D,F,G,H +35/-52.5 +351-52.5 +35/-52.5 +351-52.5 +35/-52.5 +35/-52.5 +35/-50.9 +35/-40.9 +35/-35 A +35/-47.1 +35/40.7 +351-40.7 +35/-38.5 +34.5 / -34.5 +30.5 / -30.5 +26.5 / -26.5 +24A / -24.1 +22.6 / -22.6 51.5 DNo58201 I tWB 0o STATEOF -; =. B +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +351-48.3 +35/-40.9 +35/-35 E +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/47.8 +35/40.9 +35/-35 C,D,F,G,H +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +351-50.9 +351-40.9 +35/-35 55.5 A +35/-44 +351-36.9 +351-37 +35/-35.3 +31.6 / -31.6 +28.4 / -28.4 +24.7 / -24.7 +22.4 / -22.4 +20.8 / -20.8 B +35/-52.5 +351-52.5 +35/-52.5 +35/-52.5 +35/-52.1 +351-50 +35/-45 +35/40.9 +35/-35 E +35/-52.5 +351-52.5 +35/-52.5 +35/-52.5 +351-52.5 +35/-51.2 +35/44.4 +35/40.4 +35/-35 C,D,F,G,H +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-525+35/-525 +35/-49.8 +35/40.9 +35/-35 A +35/41.5 +31.6 / -31.6 +31.6 / -31.6 +31.21 -31.2 +28.9 / -28.9 +25.8 / -25.8 +22.6 / -22.6 +20.3 / -20.3+19.1 / -19.1 61.5 8118/2020 B +35/-52,5 +35/-52.5 +35/-51.3 +35/-48,1 +35/-46.9 +351-45 +35/41.1 +35/-38.1 +35/-35 p +351-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/49.8 +35/46.1 +35/-40.7 +35/-36.6 +34.5 / -34.5 E). LUCAS A. TURNER, P.E. .1n FL PE # 58201 2428 Old Natchez Trc TrI C, D, F, G, H +35/-52.5 +351-52.5 +35/-52.5 +35 / -52.5 +35/-49.8 +35/-46.1 +35/-42.4 +35/40.4 +35/-35 A +35/-40 +29.1 /-29.1 +28.51-28.5 +28.8 / -28.8 +26.8 / -26.8 +24.4 1 -24.4 +20.9 / -20.9 +19.1 /-19.1 +17.7-17.7 66 Camden, TN 38320 PH. 941-380-1574 B +35/-52.5 +35/-52.5 +35117,5 +35 1 -43.4+35112.5 +35/41.6 +35/-38.2 +351-35.8 +33.4-33.4 E +1 / -50.2 +35/45.4 +35/11.8 +35/-37.7 +34.3 1 -34.3 +319/-31.9 C, D,F,G,H +35 / -52.5 +35/-52.5 +35/-52.5 +35/-50.2 +35/-45.4 +35/-41.8 +351-38.2 +35 1 -36.2 +35/-35 SHEET DESCRIPTION: COMPARATIVE ANALYSIS XOX 1/4-1/2-1/4 DRAWN BY: DATE: AIDE 06/12/08 DWG ft: REV. NOTE: CWS-172 F 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE SCALE 1:1 5 OF 10Design SHEET 39 FEEfl 22 31 12 45 13 2774 cgognm -V I II WINDOW SYSTEMS T 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWw.CWs.CC 4 7000 ALUM. 28 All HORZ. SLIDER NON -IMPACT 27 < < Z H_ Z E'o WW86 w, Lu 2w� i� 9 r- k: 39 31 46 49 (28) 50 47 16 0 _LL Z F-W ZH-3:-T Z=2<c'�L,60 38 20 i� 0 0 0 6 < Coe Co t-n Z c- 44 t45 SECTION VIEW B-B c] Z �q :) �� 10 Z < U5 U 0 0 , 038- Or Z < CC C) Z ui D �: 0 o 2, ui E e� Co (n 0 Lu U) W Z ai C, 0 � 0 - CL 0 - , H_ 0 W cr CL LLI 3: w 0 ix: INTERIOR A. TU);V 58201 38 46 25 40 IkFo -A%' STATE 15 DIV 18 8/1812020 36 LUCAS A. TURNER, P.E. SECTION VIEW C-C ALTERNATE HD FIXED RAIL FL PE # 58201 2428 Old Natchez Trc Tri 7 ALT, FIN FRAME Camden, TN 38320 32 PH. 941-380-1574 NOTE: SLIP ON NAILING FIN USED SHEET DESCRIPTION: SECTION VIEW A -A TO CREATE FIN SILL, SECTION VIEWS OX DRAWN BY: DATE: AIDE 06/12/08 _DWG # REV,: CWS-172 F ITEMS USED BUT NOT SHOWN FOR CLARITY: SCALE 1:1.33 SHEET 5, 7, 14, 17, 19, 21, 29,30,33-35, 37,41-43,48 60FID INTERIOR SECTION VIEW D-D ITEMS USED BUT NOT SHOWN FOR CLARITY: 5, 7, 14, 17, 19, 21, 29,30, 33-35, 37, 41-43, 48 SECTION VIEW F-F ALT. FIN FRAME NOTE- SLIP ON NAILING FIN USED TO CREATE FIN SILL. SECTION VIEW E-E 31 22 38 51 ALTERNATE HID FIXED RAIL WINDOW SYSTEMS 1900 SW 44TH AVE- OCALA, FLORIDA 34474 WWw.CwSOC lit ' T"T"JIM Fir, I < — — — Z �' < — � 0 .- nwo owca Z W-0 < - Z W w Z0Z wt—�- ui Z Z W 0 0 C 0 0 d=hRe O UUJ I- Z cn n- Z u)— Z ::, 0 - Z yZi-- 0 Z C) , < Ow F-T0_ F-,Lzui co 5 0 2E w 0 0 cr >- - U) 0 w U) w u- w E Z U) 0 - U) 0- — !a- ()� 0 U) 0 ui - 0 a- T a0, D - w 3: Ji U) Ell No, 58201 STATE OR 8/18/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS XOX DRAWN BY. DATE: ADE 06/12/08 CWS-172 1:1.67 F SHEET 7 OF 10 PARTS LIST ITEM PART # DESCRIPTION MATERIAL 1 S-1077 Fr. Head, Fig. Alum 2 H-1140 Fr. Sill, HS-7000 Alum 3 S-1043 Fr. Jamb, HS-7000, L. Jb. Alum 4 S-1043 Fr. Jamb, HS-7000, R. Jb. Alum 5 S-1500 Fr. Jamb, Fin., Head Alum 6 H-1569 HD Fixed Mtg Rail Alum 7 S-1052 Fr, Jamb Fin Alum 8 S-1123 Nailing Fin Alum 9 S-1563 Fxd. Mtg. Rail Alum 10 1 S-1073 Sash Top Rail Alum S-1073 Sash Sim Rail Alum H-1138 Sash Meet. Rail Alum H-1181 Sash Bot./Pull Rail Alum S-1197 Install Clip Alum r S-1074 Scrn. Adapt., w/o leg, Horiz. Alum S-1075 Scrn. Adapt., w/ leg, Vert. Alum S-1465 Install Clip Alum P-3804 Roller Assm., Tandem Nylon 19 P-3042 Sash End Cap Nylon 20 P-3044 Anti -Lift Stop Nylon 21 P-3043 Sash Stop Rubber 22 P-3038 I Sweep Lock, Plastic 23 P-3100 Weep COAer, open Nylon 25 P-3309 Wstp., 0.210 x .187 back FinSeal, Black, SoftTouch 26 P-3011 Wstp., 0.350 x .187 back, foam filled bulb w/wands 27 P-3305 Wstp., 0,270 x .187 back FinSeal, Black, SoftTouch 28 P-3303 Wstp., 0.190 x .187 back FinSeal, Gray, SoftTouch 29 P-3612 48 x 1.000 w/ 1/4" lead Quad PH Type A SMS Steel 30 P-3635 #8 x 0.750 Quad PH Type A SMS Steel 31 P-3515 48 x 0.625 Ph FH Type A SMS Steel 32 P-3034 Plug, HS-7000, at FMR Nylon 33 P-3342 Seam Sealer, SM-5504 Silicone 34 P-3257 Gasket, Hd. & Sill at Jib., SH-3500 Closed Cell 35 P-3048 Gasket, Sill, HS-7000 Closed Cell 36 P-3397 Open Cell Foam Pad Open Cell 37 1 P-3003 Shipping Clip Nylon 38 P-3022 Giaz. Bd. PVC 39 P-3433 InstaGlaze 3, Purfect Glaze "H" 40 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. Rubber 41 P-3643 HS-7000 Gold Cert. Label, NERO Tab 42 P-3881 Temporary Lbl. (NFRC/DP) 43 P-3613 CWS LN. (logo) 44 GLASS SEE SHEET 46 P-3218 Screen Frame Rol[Form 47 P-3321 Screen Frame Corner Key RollForm 48 P-3581 I Screen Cloth, 18 x 16 Fiberglass 49 1 P-3228 I Screen Soline..155 Dia.. Blk. 2" 2"--- 2 2 13/16" 2 3/4' 5 1/16" 1/16" FIN HEAD S-1500 SILL H-1140 2 1/4 7 L 1/16" FIN JAMB S-1052 1 1/2" —I I-,- 2 1IS lJ 1116„ L LIFT RAIL H-1181 1 1/16" 9 5/8" L 1/16" FIXED RAIL H-1563 11"'_ 0 11 1 3/16" i�i — 1/16" SASH TOP/BOT RAIL S-1073 LINE ITEMS NOTE USED: NOTE: ALL ALUMINUM EXTRUSION ARE 6063-T6 UNLESS OTHERWISE NOTED. 24,45 t•�-1 9/16" -T- 3 4 2" L—IL- 1/16" FLANGE JAMB S-1043 1 5/8" 12 V16" PULL RAIL H-1138 FRAME CORNER CONSTRUCTION 7w 7y) 7�WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 7000 ALUM. HORZ. SLIDER r. NON -IMPACT SASH CORNER CONSTRUCTION 4 z ¢ z w0 I— 0wCo0 CoZ w � O W ZOZ_ cr F � —w�Z 3:2i Z ZS�EQIY 1 wp0 O O >-- O 6< ce 1/16" O Z�OZ Z��U) Z 00` UCo ZUU Q i—Zw2C) u_ NAILING FIN S-1123 d O w F 0? Q p��Y03:0ZE w cL now , 3/4" 3/4" o- a- 5/8"5/8" 15 16 A. tTORyFR zxi SCREEN CATCH S-1074 SCREEN CATCH S-1075 2 9/16" 6 1 5!8" �L� 1/16" HE FIXED RAIL H-1569 �2„� 2" 2" 1l16" FLANGE HEAD S-1077 5/16" r— 2 9116" '� 14 17 1 1/4" 1/16" /16" ANCHOR CLIP - 1465 ANCHOR CLIP - 1197 3/8' 0 1/4" I) 2" I II 1° PLAN VIEW 1 /4" 5/16" II I 2„ II I L PLAN VIEW No..58201 \ := STATE OF ;?� etORiUT.,,;,ta�1®��_ 8/1812020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 1EET DESCRIPTION: BOM AND EXTRUSIONS RA —BY: DATE: AIDE 06/12/08 NG #: REV.: CWS-172 F 'ALE: SHEET 1:4 8 OF 10 131/2" MAX O.C. (T MAX-- (TYP) ( 4" 4" MAX (TYP) 13 1/2" MAX O.C. 4„ 8„ 6" MAX (TYP) 4" MAX (TYP) 18" MAX 141/2" O.C. X O X O.ACX. X O X ANCHOR LAYOUT - (FIN) THRU NAILING FIN (WOOD OPENING) ANCHOR LAYOUT- (FLANGE) THRU FRAME AND/OR CLIP (MASONRY OR WOOD OPENING) NOTES: MAX ( {TYP) MAX () TYP 1. INSTALL ONE ANCHOR AT EACH LOCATION THRU WINDOW FRAME OR FIN. SILL ANCHOR SPACING SAME AS HEAD. 131/2" MAX O.C. SEE NOTE 2 2 MAX (TYP) 4" MAX (TYP) K MAX O.C. —SEE NOTE 3 INSTALLATION ANCHORS TYP. INSTALLATION ANCHORSTYP SEE NOTE 3 �8" MAX O.C. -7 O X I 2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. THRU FRAME & CLIP (MASONRY OR WOOD OPENING) THRU NAILING FIN (WOOD OPENING) 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 10. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5, INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 10. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOWCMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9/16" FOR MASONTRY, 1" FOR WOOD AND METAL. 8. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 10. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC Q Z ? ¢z� Z W Lu w 0 F p o Z J � Q w zOz �F o 0w3:m �- t-w zF-�gx Z ZCwOp 0 O 0 ¢x FC': 0 0DO F- zO-F.U)d z0 u y <OWO7Epz W p"�t}/70wO w of Z wow 0JGOF- T D C wF-0 wo�� a � D_ ��a d-o/No.68209 � � jwy ®; liu_ STATE OF %ae -` fiIII1110, 8/18/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH.941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: DATE: AIDE 06/12/08 DWG#: REV.: CWS-172 F SCALE: SHEET 1:28.57 9 OF 10 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. 1/4" MAX. SHIM SEE TABLE 1 WINDOW SYSTEMS SUBSTRATE BY OTHERS MIN. EDGE DIST. 1900 SW 44TH AVE, OCALA, FLORIDA 34474 SEE TABLE 1 _ _� SEE TABLE 1 W NW.CWS.CC INSTALLATION ANCHOR PERIMETER SEALANT MIN. EMBEDMENT SEE TABLE 1 BY INSTALLER SEE TABLE 1 7000 ALUM. INSIDE AND OUT wNSTALLATION HORZ. SLIDER SEALANT BEHIND FLANGE BY INSTALLER NON -IMPACT 1/4" MAX. SHIM SEALANT BEHIND FLANGE SUBSTRATE BY OTHERS BY INSTALLER SEE TABLE 1 Q z - � Q z co W o 0 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT I- z o w 0 woo w ANCHOR SEE TABLE 1 %B� HORIZONTAL SECTION wo z Z0Z o�_� Q z 2 MIN. EMBEDMENT 10 TYPICAL JAMB ANCHORAGE LL w I— � _ SEE TABLE 1 O OI=-O6¢=I-� 1/4" MAX. SHIM U 0 0 U) Z a l- 0 a- Z—(n—Z Dcn Q I— UZUWZUVU ~¢ Z O ANCHOR CLIP - S-1465 > � o ? 0 INSTALLATION ANCHOR ANCHOR CLIP - 5-1465 MIN. EDGE DIST. cc ¢ Cf I- F- f_ z ui cC w Ow 0 � } Z p SEE TABLE 1 SEE TABLE 1 W 0 00 J� w 1/4" MAX. SHIM INSTALLATION ANCHOR Z LU = ~ w. w w SEE TABLE 1 a F- D_ a - SEALANT BEHIND FLANGE BY INSTALLER - PERIMETER SEALANT MIN. EMBEDMENT NSIIDETALLER AND OUT SEE TABLE 1 SEALANT BEHIND FLANGE— SUBSTRATE BY OTHERS '\"� CKSx TU�72/i titi ... F,p BY INSTALLER SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE I PERIMETER SEALANT BY INSTALLER * *% No. INSIDE AND OUT =y 58201 Ice: MIN. EDGE DIST. = 'u SEE TABLE 1 A VERTICAL SECTION 10 TYPICAL SILL (CLIP) ANCHORAGE 10 HORIZONTAL SECTION TYPICAL CLIP ANCHORAGE HEAD SIMILAR FOR CLIP INSTALLATION 0 %,;tea (W` :'" STATEOWF S ��,j9LpRphi,1� NOTE: WHEN INSTALLING FLANGE UNITS WITH ANCHOR CLIPS AS SHOWN ON THIS SHEET, DESIGN PRESSURE IS LIMITED TO +/-30 PSF. TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-118" FLANGE HOLLOW OR GROUT -FILLED CUM (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCD ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-3/4" 2-1/2" FLANGE 2x MIN, SOUTHERN PINE (G=0.55 MIN.) 3/16" ITW TAPCON OR ELCD ULTRACON 1-3/8" 7/8" FLANGE 2x MIN. SOUTHERN PINE (G=0.55 MIN.) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN.) #10-16 HILT] KWIK-FLEXOR ITW TEKS SELF -DRILLING FULLTHREAD THRU 0.060" 1/2" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 1/2" FIN 2x MIN. SOUTHERN PINE (G=0.55 MIN.) 48 WOOD SCREW 1-1/2" 7/16" MIN. EDGE DIST, -I SEE TABLE 1 1/4" MAX. SHIM -{ 8/18/2020 MIN. EMBEDMENT SEE TABLE 1 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden TN 38320 SEALANT BEHIND FIN BY INSTALLER SUBSTRATE BY OTHERS SEE TABLE 1 PH, 941-380-1574 PERIMETER SEALANT SHEET DESCRIPTION: INSTALLATION ANCHOR BYINSTALLER SEE TABLE 1 INSIDE AND OUT INSTALLATION DETAILS DRAW _BY : DATE D'� HORIZONTAL SECTION AIDE 06/12/08 10 TYPICAL FIN ANCHORAGE HEAD & SILL SIMILAR FOR FIN INSTALLATION DWG#: REV.: SILL WILL REQUIRE USE OF NAILING FIN - S-1123 CWS-172 F SCALE: SHEET . 1:1 10 OF 10 Florida Building Code Online Page 1 of 2 Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (..�a Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2028 Validated By Steven M. Urich, PE J Validation Checklist - Hardcopy Received Certificate of Independence FL14851 R5 COI EValReport640D.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard AAMA/ W DMA/CSA/ 101/I. S.2/A-440 Florida Licensed Professional Engineer or Architect F114851 R5 EOUIV 87XX NI Eauivalencv.odf Year 2008 . .. I n , 1 1 .1 i• ---.-__L__.L___ _.___ U1 1 /d/1)A?1 Florida Building Code Online Pager 2 of 2, Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products �i I Method 1 Option D 08/08/2020 08/09/2020 08/22/2020 10/13/2020 FL # Model, Number or Name Description 14851.1 SD-8750, Non -Impact SD-8750 French Door w/ SD-8710 Sidelights, Non -Impact. Limits of Use Installation Instructions Approved for use in HVHZ: No 1`114851 R5 II CWS1640D.pdf Approved for use outside HVHZ: Yes Verified By: Lucas Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: French Door w/ Sidelights, Max. French Door 6' x 8', FL14851 R5 AE EvalRe ort640D.pdf Max. Single Door 3' x 8', Max. Sidelight 3' x 8', DP +/- 70 psf. Created by Independent Third Party: Yes Glass complies to ASTM E1300. BE Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2018 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 emads 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: rM 1 M eCheEk M Credit Card Safe https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDauHlFzfePrnlW__ 1/4/?t1?1 SWING DOOR & SIDELITE - NON -IMPACT - 79" MAX. FRENCH DOOR WIDTH 37 578" MAX - [�� PANEL WIDTH 26 5t8" GLASS DLO MA MAX. UNIT HEIGHT 95 3/16" C MAX. PANEL HEIGHT G- ANI fLASS X X FLASH BOLT ON INACTIVE PANEL B 12 ;EE DTE 4 I 40" MAX. SINGLE A DOOR WIDTH 12 37 5/8" MAX — FRENCH DOOR PANEL WIDTH 26 5/8" GLASS DLO MAX. MA UNIT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS........1-3 OR CHART & GLAZING DETAIL.........._....4 SECTION VIEWS.............................._....5-7 SOM..........._...._................................ _._....8 EXTFUSIONS .................. _...... _.................9 ANCHOR SCHEDULE & NOTES.........10-i t INSTALLATION DETAILS....................12-13 95 3" " I MAX PANEL P HEIGHT 84 3/16" GLASS 36 3/16" MAX SIDELITE WIDTH 33 5!8" MAX. - PANEL WIDTH 22 5/8" — GLASS DLO D 0 I GENERAL NOTES: ow�pm^ 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS COMPLY WITH FLORIDA BUILDING CODE (FBC), CURRENT EDITION. ED OCA A, FLORIDAAVE. OCALA, LORI34474 2. GLAZING OPTIONS: (SEE SHEET 4) WWWOWS.CC 3. CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING 21DELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) 8700/10/50 PVC w/SIDELITE(S}, SIDELITE NOT ATTACHED. SWING DOOR 4. LOCK OPTIONS: NON -IMPACT UP TO 6'8": A. DOUBLE BORE wRW O (2) INTERIOR FLUSH BOLTS. HANDLE SET @ O 7 97" B, MORTISE LOCKKK w6TWO (2) INTERIOR FLUSH BOLTS. a w Q w Q MAX UNIT HANDLE SET @ 34" C, MULTIPOINT (4 PT,) w o zO a < ZOO } O _ m E HEIGHT HANDLE SET @ 34" F. W Z 1- 3 � Z ABOVE 6'8": Z Z = 2"', " p D gq SR- A. MULTIPOINT (5 PT.) C 0' 0 z °' h i a 13 MAX. HANDLE SET @ 34" 0 Z - Z h .. PANEL HEIGHT 5. DESIGN PRESSURE RATING (SEE SHEET 4): Z ¢ DOU�Z IO F- Z 2w 0 O z ¢ 0 h F O - -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND 4 I_ � W U- Z w 835/8" GLASS GLASS TABLES ASTM E-1300-D4e0l/9. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER w_ X x> p1->nd,�� y RE `n O j N F DLO INFILTRATION TEST PRESSURE AND GLASS TABLES - ? N a 8.1 ASTM E-1300-04e01/09. C S~ 0 0L d 6. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED a ~ d IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 12-13 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. `j111I7! i i tttrll I SIDELITE 7, NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE `NNY JSA TUP „ija SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. y1G;et A I Bt12" NOTE: B. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS a* .® NO 58207 - i HINGE SPACINGS ARE 8-1/2" FROM ENDS AND 20" MAX. O.C. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. =A, ` i 20" FOR 81"TO 97" UNIT HEIGHT. 9. SERIES / MODEL DESIGNATION SD-8700, FO-8750, SLT-8710. „T SqTATE OF aQRp' r/J�� 10. THE DESIGNATION STAND THE FOLLOWING: XAO D 8�Nf OR OPERABLE FIXED 1~111 XVN`` 1 1 11, SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR i X i B LOCATION. 12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO 8/05/2020 SEVERE WEATHER. LUCAS A. TURNER, P.E. 13, QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS FL PE # 58201 SEE NOTE 4 I GRADE 2 BY PAMEX AND DELANY. 2428 Old Natchez Trc Trl I 8 �12" 14. MAX PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR NON -MULLED UNITS. Camden, TN 38320PH. 941-380-1574 _ A SHEET DESCRIPTION: GENERAL NOTES AND SINGLE DOOR Lucas Turner ELEVATIONS TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING SINGLE 37-5/8" x 95-3/16" SEE COMPARATIVE ANALYSIS CHART, SHEET NONE FRENCH SIDELITE 33-5/8" x 94-5/8"_] 2020.08.06 .aA sr: once 14:51:27 AIDE 09/08/11 -OS'00, DWG: : REV.: CWS-640 D scn.: SHEET '.,.. 1:35 1 OF 13 CI�DffIQQ WINE>OW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700110/50 PVC SWING DOOR NON -IMPACT a) 16" t- 2w0 Qwpp L HT OIS-Oaaw OO o Z s a O Z OZUuiZ�O` > ¢Ow O�pZ or �d �~ Z w OOv>iow�w mw O n GLASS DLO GLASS DLO p w 4 W3W� K S. 2 ~ a a FRENCH DOOR w(SIDELITES 1111 / 1",lP es `\`01 GCMtt //4 *(* 49 SINGLE NO S82pt 111 a,= Iw, DTH _�`* MAX STATE OF TH DTH 'E 8 "20RN' rPlPatkdNA�i�ti�\N�\ 8/05/2020 6" L LUCAS A. TURNER, P.E. 16" HT FL PE # 58201 L 2428 Old Natchez TICTri HT Camden, TN 38320 PH, 941-380-1574 ON SEE SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: PATE: ADE 09/08111 GLASS DLO GLASS DLO GLASS DLO GLASS DLO owe tt: REV.: SINGLE DOOR wtSIDELITE CWS-640 D SCALE: SHEET FRENCH DOOR w/SIDLITE 1 :35 2OF 13 363/16" MAX 97" i513/6" MA7X�UNIT WIDTH SIDELITE WIDTH MAX. FRENCH DOOR WIDTH 33 5/B" 37 5/8" MAX. PANEL WIDTH PANEL WIDTH MAX. UNIT HEIGHT 94 518" 95 3/ SIDELITE Q X O PANE HEIGHT HN 97" UNIT HEIGHT t t5 3ii 6" MAX. UNIT W ICTH 36 3/16" MAX 79" SIDELITE WIDTH MAX. FRENCH DOOR WIDTH 33 5/8" MAX. 37 518" MAX PANEL WIDTH DOOR W ID MAX. 94 5/8" SIDELITE Q )( `� 953/ HEIGHT PANE 76 3/16" MAX UNIT WIDTH 363li 6" MAX, 40" MAX — SIDELITE WIDTH DOOR 40" MAX. SINGLE - 79' MAX FRENCH DOOR WIDTH 36 3/ 6" MAX. 046990m DOOR WIDTH SIDELITE WIDTH WINDOWSYSTEMS 37 516" MAX. 37 5/8. MAX 33 5/8' MAX 1900 SW 44TH AVE. PANEL WIDTH PANEL WIDTH PANEL WIDTHOCALA, FLORIDA 34474 WWW CwS.cC 26 5/8' 26 518' 22 SIB" DLO GLASS DLO GLASS DLO NOTE: 8700110150 PVC �2 HINGE SPACINGS 81"—FLUSH AR. B_"2 OM MAX !! —FLUSH SWING DOOR MAX.OLT D 21-5/16 BOLT MAX, 21 51 ENDSAN UNIT UNIT NON -IMPACT UNIT l' T MAX.O.C. PTO HEIGHT HEIGHT HEIGHT 81" UNIT HIFIGHT. 79 3116" 78 5/8" 1< PANEL x PA 4EL 79 3/16' x HEIGHT x HEIGHT 0 1 38 .1 38: PANEL 0 10 HEIGHT 2 Qua �ii �- - -` 68 311 d- < �E GTE 4 SEE SS c 'L. 0 " T OT T, SS N , 4 Silt 'T GLOSS BUT T I I z B:g- - a < m 0 SINGLE DOOR FRENCH DOOR SIDELITE ZL C 151 3/8" MAX UNIT WIDTH 112 318- MAX UNIT WIDTH 411 363/16"MAX 79" MAX FRENCH DOOR WID;H 36 3116' MAX -40" MAX OTINGLE No. 58201 SIDELITE WIDTH SIDELITE WIDTH DOORWI H Z— AX, 31111" MAX. 33 5/8- MA 37 518" MAX. ujfi = 33 5/8' M X PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH STATE OF T_ - "ZoRoll, 81 FLUE 81" FLUSH MA BOLT GO r AN I HE C "B' 3'1 6 MA BOLT UNIT 7q,1116" UNIT HEIGHT HEIGHT 79 3/16' DOOR DOOR PANEL 810512020 78 5/8' 78 &8' HEIGHT SIDELITE PANE L SIDELITE x 0 HEIGHT GLASS :WIDTH`. WIND0W SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWSOC SIDELfiE�--;-- XSINGLE DOOR �XXFRENCH DOOR HEIGHT 78 84 90 97 8700/10/50 PVC SWING DOOR NON -IMPACT 1" OVERALL ¢ z 3 ¢ Z O 3/16" TEMPERED z W w OO ¢ k 0 5/8" AIRSPACE w 0D. zOz EE-z� 2=0¢tt 3/16" TEMPERED Z O w p0 O N O a= z �Z ,0 QUANEX DURASEAL or, ZzU-Z=0ro CARDINAL XL EDGE or, `L >- , - u, � O O LL z ¢ w L O KODISPACE 4SG TPS I.G.SPACER - _ O F H O B E »� 0� SIKA-SIKAFLEX 552or 11 HENKEL - PURFECT GLAZE "H" w a N¢.Ow,ow = a p `-n Or~� rE S0 wSW� 3M4- GLASS 817E 3 ` t0 NNNNN\ W'p ATUf7jI2s ,N 444GQN+e� i N.111.1 3Ok * {{jw= E STATE O 4T1 1 72 P��f�J4HA�.711NNNNi 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS AND GLAZING DETAIL DRAWN BY: AIDE DATE: 09108/11 DWG#: CWS-640 REV.: D SETTING BLOCKS PER FBC 2411,34341 SCALE: SHEET 40F 13 �- -79 78 24 30 36 3/16 29 1f2 31 t/2 37 V2 40 59 112 63 t(2 71 1(2 +7D.01 -140.0 +70.0 (-726.2 +70.0 I -101.9 +7p,Q t -7P.0 +70.D f -116.p +70.0 ! -t 10.2 +70.Q 1 -79.8 +70.0 / -70.0 +70.0 t -113.7 +7D.0 f -308.3 +70.01-85,5 +70.0 t -70.0 +7D.0 ! -140.0 +70.0 (-115.7 +7p,0 / -96.6 +70.0 ! -7D.0 +70.0 / -106.0 +70.0 ! -10D.6 +70.0 (-79.8 +70, 0 ! -7D.0 +7P.Q ! -103.9 +70.D 1 -98.8 +70.0 ! -85.5 +70.P (-70.0 +70.0 ! -737. t +70.0 (-106.8 +70.0 / -88.8 +7D.0 / -7P.0 +70.0 f -97.6 +70.0 ! -92.5 +70.0 / -79.8 +70.0 / -70.0 +70.0 f -95.6 +70.0 ! -90.8 +70.0 / -82.8 +70.0 (-7D,0 +70.0 (-126.2 +7D,0 / -98.0 +10.D f -81.3 +7p.0 / -84.5 +70.0 / -82.9 +70.0 ! -75.5 +70.0 / -70.0 WHEN DOORS ARE ASSEMBLED WITH SIDELfiES, THE LESSER OF THE SIDELITE PRESSURE OR DOOR PRESSURE FROM THE TABLES ABOVE SHALL APPLY, C&sgo ii° INTERIOR WINDOW SYSTEMS 68 7 74 38 4546 g1 g8 7 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10150 PVC t sa 35 SWING DOOR 63 NON -IMPACT 1g 1 � 35 35 Oo z ❑w0 ❑ 5 54 ® - o ZOZ zOZ>O�zm 9 64 ... U Utn t-Z°t-UJa L.� ❑ Z Z �-Zl-❑t� Op�tnZ=U_ Y d LLwOaoZ 47 . 67 56 58 41 0 73 i 4 18 3 24 44 67 Q ��j Y Y ? O In w 0❑w.0..tw- �w a p wt=-O WI a F a ¢3a SECTION VIEW B-B INTERIOR 60 38 30 31 (J/'y�ceMy� =,701 "O IW_ _��1 *off — ® STATE OF 3 ALTERNATE 1 ALTERNATE 2 li�Rs4�NADv- 1 a �*tINTSUC 8t05/2020 MORTISE LOCK W/ FLUSH BOLT LOCK2428 FL PE # 58 01AS A. TURNER, P.E. Old Natchez Tre Td Camden, TN 38320 0 PH. 941-380-1574 14 56 SHEET DESCRIETt- 69 t SECTION VIEWS 55 6 SINGLE DOOR oaAwn av: ARE DATE: 09/08/11 ITEMS NOT SHOWN FOR CLARITY: 56 35 5051 10-12, 13, 15-17, 22, 43, 43, 54, 57-58 cwc a: CWS-640 Rev.: D ITEMS NOT USED IN VERSION SHOWN: SECTION VIEW A -A 2-3, 8-9, 15-16, 25-28, 30-34, 36-40, 43, 52-53, 60, 62, 65-66, 72, 76 scniE: SHEET 12 SOF 13 s .N. "Ems WINDOW STEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC NTERIOR 8700/10/50 PVC SWING DOOR 7 61 35 33 3 35 ES 41 66 14 14 34 35 61 68 7 NON -IMPACT 1 z O W O Q F O WJ� w a zOz �'=ZI-- FW��o3�m 7 O pl=—Op Q=O'2 ��-- ` 1 IEjp d LA Y Q�rSp WOgOz -- - - W C pU(rNOWOW 2Ny OJrnl- ~ W N j _ W 19 23 4 4 71 47 3031 32 66 01335 47 2 73 71 4 121819 3 444 67 `\`��JArTt/r/7JJJJ� sf SECTION VIEW PC _4 No sa201 a= v =mf STATE of 8/05/2020 LUCAS A. TURNER, P.E. FL PE M 58201 2428 Old Natchez TOO Trl CS DID -,TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS FRENCH DOOR NOTE: VERTICAL SECTION SIMILAR TO SINGLE DOOR, SEE SHEET 5 ITEMS NOT SHOWN FOR CLARITY: 10-13, 15-17, 22, 26-28, 36-39, 43, 54, 57 DRAWN BY', ADE DATE: 09/08/11 DWG k: CWS-640 REV.: D ITEMS NOT USED IN VERSION SHOWN: 8-9, 15-16, 25, 40, 42, 45-46, 48, 52-53, 58, 60, 74, 76 SCALE, ET Ed 60F 13 0=9" WINDOW SYSTEMS n53 (6-2) INTERIOR 53 9 -11, _ 0"CALEAm FLORIDA 34474 w www C S.cC 8700110/50 PVC SWING DOOR NON -IMPACT 40 19 2 z m iE H: 0 0 40 19 42 4 47 2 3 4 < z SECTION VIEW E-E < Z < w mo SEALANT APPLIED TO ADJOINING PACES BY INSTALLER IEEE �w —#10 HEX WASHER HEAD TEK 0 HEWASHER �X X IN 0, JOINING INING DOOR FRAME TO SIDELITE. 0 N G M TOSI 6- FIR P, PROM TOP AND BOTTOM C 7_ M_ . 17- MAXO.C. sok Imp— -A TE.- 8/05/2020 LUCAS A. TURNER, P.E. 52 A_ SEALANT APPLIED TO #1 0-24 1-3A' TYPE F FL RE A 58201 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE 2428 Old N.tch-T,ITd BY INSTALLER SEE SHEETS 1 & 3 FOR HINGE SPACING. Camden, TN 38320 PH, 941-380-1574 SHEET DESCRIPTION: SECTION VIEW S f1 9 ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY o—y DATE: SECTION VIEW D-D 10�11, 16, 22, 28, 43, 57 ACE I 09/08/11 ITEMS NOT USED IN VERSION SHOWN: MIV�G 1-3, 6-15,17-18, 20-21, 23-24,26-27, 30-39,41, 44-46,48-52, 54-56,58-61, 63-71, 74-76 C �S-�41111 I SHEET 1:2 7OF 13 PARTS LIST PARTS LIST REM PART# DESCRIPTION MATERIAL 51 P-5131 GASKET, DOOR SILL, BACK MFOAM 52 P-5134 SCREW, #10 X 1-3/4" FLAT SQUARE TYPE F HINGE 53 P-5151 GASKET, SIDELITE 54 P-5157 SCREW #10-24 x 1/2", FI Undercut PH, 18-8SS KEEPER 55 P-5158 BOTTOM SEAL 56 P-5172 W STP, .370 X .187, TRI FIN, BLACK 57 P-5174 SCREW #8 X 3/4" HEX WASHER HEAD FRAME 58 P-5186 SCREW #8-32 .1-1/4" PH,FL MS SS PLUNGER SS 59 S-1783 THRESHOLD, HIGH RISE ALUM 60 S-1784 INSERT, REINFORCEMENT ALUM 51 S-1806 COVER, JAMB, ANCHOR ALUM 62 S-1816 COVER, JAMBS, HEAD,SILL, SIDELITE ALUM 63 S-1817 DRIP CAP ALUM 64 S-1840 COVER, HEAD, ANCHOR ALUM 65 S-1849 INSERT, INACTIVE PNL, LOCK HARDWARE 66 S-1859 COVER, ASTRAGAL, FD ALUM 67 S-1864 INSERT, FROM', BTM ATTACH SILL ALUM 68 S-1865 INSERT. BACK, BTM ATTACH SILL ALUM 69 S-1915 BASE, SWEEP ALUM 70 S-1916 DRIP COVER SWEEP ALUM 71 S-6083 PANEL, TOP/8TM RAIL, SIDES - DOOR PVC 72 S-6083 PANEL, TOP/BTM RAIL, SIDES - SIDELITE PVC 73 S-6084 GLADNG BEAD 1" PVC 74 K1888 REINFORCEMENT, VERT., SINGLE DOOR ALUM 75 GLASS SEE SHEET 4 76 H-1862 REINFORCEMENT, VERT. ALUM 77 P-4887 MORTISE LOCK HEAD SILL ALL FRAMES ARE MECHANICALLY FASTENED lL✓C:tial7LbUUp WINDOW SYSTEMS I�uv/I E. 190o AV FLORIDA"TH3 OCALA, LORIA 34474 WbvW.CWS.CC ITEM PART# DESCRIPTION MATERIAL 1 N-1833 MAIN FRAME, HEAD ALUM 2 H-1857 ASTRAGAL, INACTIVE, DID, PVC ALUM 3 K1858 ASTRAGAL, ACTIVE, FD. PVC ALUM 4 H-186o REINFORCEMENT, VERT. ALUM 5 K1861 REINFORCEMENT, HORIZ ALUM 8700/10/50 PVC SWING DOOR NON -IMPACT 6 K1878 MAIN FRAME, SILL ALUM 7 H-1880 MAINFRAME, JAMB ALUM 8 H-1881 MAINFRAME, SIDELITE DOOR ALUM 9 F+1900 MAINFRAME, SIDELITE JAMB, HEAD, SILL ALUM 10 P-5615 SETTLING BLOCK, 1/8 X 1 X 2 11 ISIAKFLEX 552 or PURFECT GLAZE "H" 12 P-3503 .SCREW #8 X 1/2" PH TRUSS SS ASTRAGAL CAP a '- z w Z O Z < y F w a O a z a w O o w a Z O z rr I_ z y m r w z O _ Z = G w p O O'- O a @ m z r a g Z O m Z =O w U ¢ "- w z O z � O �.. I- h 0 Y? , N w o w w ? r a p w F- O a z y I-- a z d- 13 P-3511 SCREW #8 x 5/8" SQ. PAN TEK TIEROD BRKT 14 P-3587 SCREW #8 X 1", PH FLAT TEK ASTRAGAL, INSERT,LOCK 15 P-4146 SCREW #10 X 1" HEX HEAD, TEK SIDELITE 16 P-4146 #8,. 3/4 PHIL, TES SIDELITE SHIM 17 P-4278 FUZZY PAD, .200" x 1.250" WtADHESIVE FUZZY 0" WIA 18 P-4522 #10 x 1 1/4", PH FIAT, SMS -HINGE PANEL 19 P-4774B W STP BULBfLEAFS, PANEL 20 P-4790 FLUSH BOLT, ASSM, TIX�lBIM 21 P-4794 SCREW #8 x5/8"SO.FIAT IEK INSERT ATTACH 22 P-4802 ALL THREADED ROD TIE ROC 23 P-4807 HINGE, GUIDE 24 Pi8Q8lP48a9 NGE HI , SET 25 P-4814 WSTP. .SOX.750 FOLDED BULB SEAL, SIDELITE 26 P-4863 LOCK STRIKE PLATE `1T1lUilitt /J �'`4� cuoEp7jir v t rr ", w`--•..�- f ; _ ® STATE Of -Z r^r 8 'FORA* rrroartlNlR`��\`` 8t05J202oP-4322 27 P-4864 RHINO STRIKE PLATE 28 P-4866A GUIDE, TIE ft00 NYLON 29 P-4871 TIE ROD BRACKET ZING 30 P 4885 SHOOT BOLT, TOP 31 P-4886 SHOOT BOLT. BOTTOM 32 P-4851 LOCKSAR INACTIVE, 8 FT 32 P4884 LOCKBAR MULTI -POINT, 5PT, 8 FT 32 P-4901 LOCKBAR MULTI -POINT APT, 6'8 FT 32 P-4902 LOCKBAR INACTIVE, 6'8 FT 34 P-4905 HANDLE SET, INACTIVE 35 P-4913 WSTP, .50X.50 FOLDED BULB SEAL, 0DOCK 36 P4917 CAP, ASTRAGAL, OUTSIDE 4-L.N37 PA 318 GDE FLUSH BOLT, INACTIVE PNL COVER, INTERIOR FLUSH BOLT 39 P-4925 CAP, ASTRAGAL, INSIDE IUCAS A TURNER, P, E. FL PE sazol 24Old Natchez Trl Ca Camden, TN 3832320 PH, 941-380-1574 40 P-4926 SHIM, SIDELITE, DOOR SHIPPING BLOCK NYLON 41 P4927 GUIDE, FLUSH BOLT NYLON 42 P-4930 SCREW, #10 X 1-1/4'HEX HEAD TER SIDELITE ATTACH 43 P4933 NUT, 3/8"-16 FLAWED W/ SERRATED LIP, SS,_p PANEL 44 P-4934 SCREW, #12-24 X 1/2", PH FLAT, MS, 2HINGE SHEET DEscRiPT- BOM 45 P-4936 DOOR KNOB, ACTIVE PANEL ' 46 P-4937 DEADBOLT, ACTIVE PANEL 47 P4969 SCREW, #10 X 2" REINF. ATTACH. 48 P-4997 STRIKE, DEADBOLT oRawry ev: ADE DATE 09/08/11 49 P-5127 SCREW, #12 X 2" PH PAN, SMS, ANCHOR 50 P-5130 GASKET, DOOR SILL, FRONT FOAM D Gn CWS-640 Rev.: D `ALTERNATEAPPROVED PAMEX GRADE LOCKSETS: 2 LOCKSET AND DEADBOLT scn�e: SHEET 8 OF13 1 314" 2 314"� 2 7/16" to 4 9l16" WiNDOW SYSTEMS 1900 SW 44TH AVE. `-' 2 13/t� i/t6" 9/L"� wwwO S.CCA34474 1/16" 2 t/16" THRESHOLD - 1783 HEAD COVER -t840 DOOR HEAD-1833 a 5/16" 8700/10/50 PVC 51/2' sre•�___{ SWING DOOR /16" z va NON -IMPACT 4 9116"-{ 1/4"- 61 318" 60 6 1/16L" FILLER-1784 z NNwo ¢ z 1 1/t 6" REINFORCEMENT - 1857 FRAME COVER - 1806 0� Q y O m_ 1/16" � u.' I-w z�3x DOORSILL-1878 PVC DOOR PANEL - 6083 25/6"—^1 �23/8"— 518" OO ~ Ot=-OVa=�-" NRo¢ a U z O Z-N� 11/t 6" 3 zQ Ow=rri �U- 3 f t-?LL�0`OwU �49/16"^{ F-1 ':f2" 3/4' T— 1116" 62 1_ Y� S50w0I�z PVC GLAZING BEAD -6084 SIDELITE COVER -1816 w ¢"Ow.w -�— 7 a, Zyw O0rn. F- =o 6_m ' 191i6" 11/B" a H a ¢3w� 1f16" 2 i (i 6" 1ft6" 1116` d t 15f16" 7- 63 DOOR .IAMB-i 880LF11 L 5/II" 31-f—. \�Gp,SATItUp�,�771� DRIP CAP- 1817 � �' 49116"^j REINFORCEMENT-186t REINFORCEMENT-1658 1116 BASE SWEEP-1915 --.fl 0. $$2111 1p -- vz" _aoS sy�ATEOFF �'v e r--1 112" 3!4" ® STAtE QF `1, 1 SIt 6" %F�p '�[pKpT' 68 1r16" f)F�—({III 76 13/16' 13/16" �111 12 15116" L.�.D 2 15116" 1 t/18` 1/16" DRIP COVER- 1916 SIDELITE-1881 INSERT, BACK -1865 810512020 J LUCAS A. TURNER, P.E. REINFORCEMENT-1860 FL PE # 58201 -_--4 9f18"� REINFORCEMENT, 1862 2428 Old Natchez Trc Td CS mden,TN 38320 9 �8 9/t6" PH.941-380-1574 21/�� t 66 13/4'•—�{ �_ 67 SHEET DESCRIPTION: 11/16" EXTRUSIONS 1116" 65 J�_ 1116" 2" 1/16" 11l8" 1/8" INSERT, FRONT -1864 C—N 6Y: 0— SIDELITE-1900 AIDE 09/08/11 INSERT, INACTIVE PNL-1849 a Gx: REV.: ASTRAGAL COVER-1859 CWS-640 D SCA6E: - SHEET NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 12 9 OF 13 4" 4" 6" 1 NOTES: * CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. DOOR 4" (TYP.) 4• OYP.) 6" MAX 0 rAL 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD, 2, SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3, ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 12. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 12, 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE OPTIONAL. 7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 4" FOR MASONRY, 2-3/16" FOR HINGES (ALL SUBSTRATES), 1" FOR WOOD AND METAL. 8. 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, SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 12. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAfAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAWDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWSOC 8700/10/50 PVC SWING DOOR NON -IMPACT S <ZS �- OWO Q W ppLLl 2 wo0 o zOz oaz~ z z=oa<wO O Or-O ax.� U U .I- 0 Z'U—ZK-Bw Z OOvu n— T 4Z u.2OQO? Sc 3QUV_'U L:Z 'moww 3 w Oom rnawww .w O-�V1F- p WHO nW. SO G`T C w w rmwl 810512020 LUCAS A. TURNER, P.E. PL PE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 SCHEDULE AND NOTES ADE 09/08/11 IG S: REY.: CWS-640 D ALE: SHEET 1:20 10 OF 13 CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. CCbm WINDOW SYSTEMS 1900 SW 44TH AVE. ANCHOR@MIDSPAN(TYP.) 'j 4" (TYP.) WWW.CWS..CCA34a74 6" MAX (iYP) 4" (fYR) ANCHOR @ MIDSPAN (TYP.) I 6"MAX.(TYP.) ANCHOF 6" MAX. 6" MAX. 17' MAX (TYR SIDELITE DOOR SIDELITE DOOR --j �`--4' (TYP.) � O L X I i X L O L v v U U SIDELITE aid ANCHOR @ MIDSPAN (TYP.) 6" MAX (TYP.)- 6 MAX (TYP') ANCHOR @ MI �ODlMETAL 6- MAX (TYP.) -4" MAX (TYP.) 6" MAX. (TYP.) 17" 17' MAX. O.C. MAX. O.C. (TYP.) (TYP.) O SIDELITE C SIDELITE DOOR DOOR oorMETAL 8700/10/50 PVC ".. SWING DOOR —SEE NOTE NON -IMPACT z E w 0 pp 6 '.,. G Z -INSTALLATION W O z O z ce Iw-- ZZ > O x 3z m Z¢ = ANCHOR (TYP.) z F2 ZhW=�tr w p O O Om OzaF-t~n� z Z-= -Do- Q �ZU �ZOwU � i¢Ow OFOZ UU ZU F�� W 00�U�OW �W O-iNt- a VV"G F$ A ITU,p4, �7Ysf! 2" (TYP.) `WOOD/METAL �e'�I Ke*e'.�Y-' 1�_ 4" MAX (TYP.) ��'°�✓ NA4111��\ 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez T,c Trl Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES ERA.—Y: DATE: AIDE 09/08/11 DWG d: REV: CWS-640 D scA-E: SHEET 1:33.33 11 OF 13 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. INTERIOR 114" MAX. SHIM SEE TABLET MIN. EMBEDMENT SEE TABLE 1 CROUND PE OBE E BEADS IN SEALANT AROUND PERIMETER AT ALL INDICATED SUBSTRATE BY OTHERS SEE TABLE1 MIN. EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE SEEABLE i 8Y INSTALLER. MIN. EDGE DIST. SEE TABLE 1 A INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT 1/4" MAX. SHIM BY INSTALLER INSIDE AND OUT INTERIOR CONTINOUS DEL 1/4" BEADS OF SEALANT INSTALLATION ANCHOR HINGE ANCHOR AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE i SEE TABLE 1 BY INSTALLER, HINGE MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT HINGE MIN. EMBEDMENT PERIMETER SEALANT SEE TABLE BYINSTALLER SUBSTRATE BY OTHERS INSIDE AND OUT SEE TABLE 1 / S� HORIZONTAL SECTION 12 TYPICAL I HINGHINGEANCHORAGE MIN. EMBEDMENT SUBSTRATE BY OTHERS SEE TA8 LE i SEE TABLE i �-� 1 r-MIN. EDGE DIST. / A VERTICAL SECTION SEE TABLE 1 12 TYPICAL SILL ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS SUBSTRATETYPE ANCHORTYPE MIN. EMBEDMENT MIN. EDGE DIST- CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1" 2-1/2" GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-3/4" 2-1/2" 2XMIN, SOUTHERN PINE (G=0.55) 1/4" ELCO ULTRACON 1-318" 718" 2XMIN. SOUTHERN PINE (G=0.55) #12 WOOD SCREW 1-31W 7/8" 16 GAUGE (0.060") MIN. #12-14 HILTI KW IK-FLEX OR I1W FULLTHREAD STEEL STUD (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060" 1/2 1/8" ALUM. (6063-T5 MIN.) OR #12 GRADE 5 SELF -TAPPING 1 FULL THREAD 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" 1/2 HINGE ANCHORS INTO CONCRETE (2.85 KSI MIN.) 3/16" PLOD ULTRACON 1-3/4" 2-3/2" HINGE ANCHORS INTO GROUT -FILLED CMU 3(16" ELCO ULTRACON 1-1(4" 2-1/2" (ASTM C-90) HINGE ANCHORS INTO 2XMIN. SOUTHERN #10 WOOD SCREW 1-3/8" 718" PINE (G=0.55) HINGE ANCHORS INTO 16 GAUGE (0.060") MIN. #10-16 HILTI KWIK-FLEXOR !TW FULL THREAD 1/2" STEEL STUD (33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060" HINGE ANCHORS 118" ALUM. (6063-TS MIN.) OR #10 GRADE 5 SELF -TAPPING I FULL THREAD 112" 118" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" Sy1X16_ 81/2" (TYR) ANCH (TYP.) U f HINGE (TYP.) L 21 /816" MAX SEE NOTE NOTE: HINGE SPACINGS ARE: 8-1/2" FROM ENDS 21-5116" MAX. O.C. FOR UP TO 81" UNIT HEIGHT. 20" MAX. O.C. FOR OVER 81" UNIT HEIGHT. HINGE LAYOUT 130 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700110/50 PVC SWING DOOR NON -IMPACT ow0 ¢L'od w z02 m~= iQ-w3z13: O Ohpz¢QwQu'O rn U UF-a.F ia O 2_y zl--�tfi ZI 0?t0='15O, ' ti'ZOwU y <yO," Z W O�ir c}now�w rc z`-nw O�mF- a 0Y"`Gp,S AITUtWl7/! ��' =9/ °`y0p5820l= 'eROAPP I !!!!l�NA�+111\iXN LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez TIC T71 Camden, TN 38320 PH. 941-380-1574 MEET DESCRIPTION: INSTALLATION DETAILS DOOR RAWN BY: DATE: ARE 09108/11 WG#: REV.: CWS-640 D SHEET 2 12OF13 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1, SHT 72 SUBSTRATE BY OTHERS ----- SEE TABLE 1, SHT 12 MIN. EMBEDMENT SEE TABLE 1. SHT 12 PERIMETER SEAiANT '-1/4"MAX. SHIM BYINSTALLER INSIDE AND OUT INTERIOR CONTINOUS DBL 114" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR POINTS BETWEEN FRAME AND SUBSTRATE BYINSTALLER. SEE TABLE 1, SHT 12 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 12 C VERTICAL SECTION t3 TYP ICAL SILL ANCHORAGE MIN, EMBEDMENT SEE TABLE 1, SHT 12 MIN. EDGE DIST. SEE TABLE 1, SHT 12 INTERIOR CONTINOUS DEL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. INSTALLATION ANCH, SEE TABLE 1, SHT 12 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 12 �p HORIZONTAL SECTION a, H X a pw, 1"a TYPICAL JAMB / HINGE ANCHORAGE 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1, SHT 12 / MIN. EDGE DIST. \SfIMPAL(k� ff (j `"f WINDOW SYSTEMS I(JS�(j�" 1900 SW 44TH AVE. OALAWWW., FLORIDwS'CCA 34474 WWW.CWS.CC // SEE 1, SHT 12 87000/50 PVC SWING DOOR NON -IMPACT ¢ t- z 3 az3o ow0 ¢wo / / z ZOO ZOO / � O�zF- / O U OI=-O�¢WOO Urn F-Zah-r~na Qz LL 'dS O O z 11=_-O_ Cd w Op¢.0 .. a0 wlz-O am" ptTUf77j „wNo. $ K STATE OF °tQMvD} N� 8/05/2020 LUCAS A. TURNER, P.E. FIL PE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 HEET DESCRIPTION: INSTALLATION DETAILS SIDELITE RAWN By DATE ARE 09/08111 AG tt RFV.: CWS-640 D SHEET 1:2 13OF13 General Notes A. CONCRETE & FOUNDATION DESIGN: 1. ALII, CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM. 2. ALI, CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM. 3 1/2" NOMINAL THICKNESS. 3. 3000 PSI FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH. TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME STRUCTURE. NO WOOD FRAME STRUCTURE MAY BE BUILT ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE SOIL FOR WOOD DESTROYING ORGANISMS. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615 BE GRADE 60 (60 KSI MIN) DEFORMED BARS #3 BARS MAY BE GRADE 40 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN., 2" MINIMUM. THICKNESS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150). AGGREGATES - 46 STONE, ASTM C 33 SIZE NO. 67 LESS THAN 3/4". AIR ENTRAINING +/- I % - ASTM C 260. WATER REDUCING AGENT - ASTM C 494. CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185, 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. MASONRY: 1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2.ALL MORTAR SHALL BE OF TYPE M OR S. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. C. ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS. 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 0.024" SHALL APPLY. 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART I-B - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INCWASHINGTON D.C. THE FLORIDA BUILDING CODE, 7TH EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM). 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF USING #12 SPACING MAY BE 24" ON CENTER, 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WIZEN WIND SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEL IS INSTALLED. D. FASTENERS: 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. 2. HEX BOLTS HASTO BE ASTM A 325, PLATED WITH STANDARD FLAT WASHERS AND NUTS, 3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL. 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. 5, ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X BOLT DIAMETER INTO STRUCTURAL. FRAMING (G=.42 MIN.). 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW, ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE GRADE #5 OR BETTER ZINC PLATED. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE.' TREATED WOOD, OR OTHERWISE NOTED ON PLANS. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A1.53. 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-185. 11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHERWISE, E. REFERENCE STANDARDS: ASTM E 119 ASTM E 1300 ASCE 7 -16 AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-B ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) 7TH EDITION CURRENT ALUMINUM DESIGN MANUAL F. ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. L TYP -- TYPICAL 2. SIM -- SIMILAR 3. CON -- UNLESS OTHERWISE NOTED 4. CONT-- CONTINUOUS 5. VIE -- VERIFY IN FIELD G. RESPONSIBILITY: 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS. 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE, 'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR. 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER. S. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. H. MISCELLANEOUS: 1, ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME WITHOUT A MANUFACTURER'S HOST BEAM, IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE FBC 7TH EDITION R 4501,17.1 IN ITS ENTIRETY. 3. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR, 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. 5. SCREENING MATERIAL SHALL BE 18X14X0,013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED OTHERWISE. 6. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310A SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL Z ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105, (a) THROUGH a 2 iv SO THAT THE DISTANCE TO EXIT DIRECTLY OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35', AND, SO THAT TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED. A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE, NON -HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD 3280.105. ULTIMATE DESIGN WIND SPEED Volt, (3 SECOND GUST): 130 MPH NOMINAL DESIGN WIND SPEED Vasd: 101 MPH RISK CATEGORY: I WIND EXPOSURE: B INTERNAL COEFFICIENT: SUN ROOM (ENCLOSED STRUCTURE): +/- OAR WIND LOADS: FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 SOLID ROOF (MWFRS): 20 PSF COMPONENT & CLADDING PRESSURES: ROOF ZONE 1: 12.4/-48.4 PSF WALLS ZONE 4: 30A/-33.0 PSF, ZONE 5: 30.4/-40.7 PSF FOUNDATIONS PER "A" OF GENERAL NOTES AND SITE SPECIFIC DETAIL. EXISTING RAISED CONCRETE SLAB, 2500 PSI CONCRETE W/ 6"X6"-#10WWM OR 3000 PSI FIBERMESH AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE SOLID ROOF TYPE: EXISTING 3" ALUMINUM PANS ALUMINUM STRUCTURAL MEMBERS f 2 x 2:---------------------------------------2" x 2" x 0.044„ 3 x 2:---------------------------------------3" x 2" x 0.050" 2 x 3:---------------------------------------2" x 3" x 0.050" 2 x 3:---------------------------------------2" x 3" x 0.070" 2 x 4:---------------------------------------2„ x 4" x 0,050„ 2 x 5:---------------------------------------2" x 5" x 0.050„ 3 x 3:---------------------------------------3 x 3" x 0.072„ 3 x 3:---------------------------------------3 x 3" x 0.093„ 3 x 3:--------------------------------------3 x 3„ x q 1" 4 x 4:---------------------------------------4 x 4" x �:j5a OPEN BACK SECTIONS 1 x 2:---------------------------------------- 1" x 1 x 3:----------------------------------------1" x 2 x 2 Snap: ---------------------------------- 2" x 2" x 0.045„ 2 x 3 Snap:---------------------------------2" x 3" x 0.050" 2 x 4 Snap:--------------------------------- 2" x 4" x 0.045" NONEMMIMEWR 2 x 4 SMB,----------------- 2" x 4" x 0.044" x 0.100" 2 x 5 SMB:---------------------- 2" x 5" x 0.050" x 0.118" 2 x 6 SMB:---------------------- 2" x 6" x 0.050" x 0.120" 2 x 7 SMB:---------------------- 2" x 7" x 0.057" x 0.120" 2 x 8 SMB:---------------------- 2" x 8" x 0.072" x 0.224" 2 x 9 SMB:---------------------- 2" x 9" x 0.072" x 0.224" 2 x 10 SMB:------------------- 2" x 10" x 0.092" x 0.374" HA L ," J3U1L1D1 LING ', 1 Oil 0 CT 1 ��') W? - k . B _ JA4 r L PLAN L Ayl �.I xgA INDEX: S-1 GENERAL NOTES S-2 PLANS AND ELEVATIONS S-3 SUNROOM DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND F NP JTITI CBE IN COMPLIANC tNlEt7- 6 F{P7� FBC 7TH EDITIO .* IDE I L Ii STI1�0 BU1LIii, . �i tlJ Cr L �SSI01i PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 Phone: (81.3)788-5314 Fax:l-(866)-824-7894 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 DATE: 09/08/2022 DRAWN BY: DENNIS W. DUNN REVISION: DATE RO 1 RO 2 RO 3 RO 4 JOB # 22 0824 341 JOB NAME & ADDRESS: KUNKEL GRAND HORIZON 7836 KAY MARIE AVE. ZEPHYRHILLS, FL. 33541 CONTRACTOR: SUNSTATE BUILDERS, LLC rfydllC� DIM EXISTING GARAGE F_ F_ EXISTING HOME 8' PROPOSED SUNROOM co In cc) X co X EXIST. 2X4 SMB EXIST. 2X4 SMB EXIST. 2X4 SMB X X w LLI X ��b X �§b X + C"I 1V N - X U) X EXIST. 2X3 V) X LU w w PROPOSED ALUMINUM COIL ABOVE WINDOWS TYPICAL EXISTING GARAGE EXISTING HOME EXIST. EXIST. 2X2 W/ NEW 2X2 UPRIGHT TYPICAL 4 PLACES EXIST, 2X2 W/ NEW 2X2 END BEAM 4'-9- 4' 4' 4' 4' EXISTING ALUMINUM PAN ROOF PROPOSED HORIZONTAL SLIDER EXISTING WINDOWS EXISTING 3" ALUMINUM T F 2X3 EDGE BEAM PAN ROOF 2X3 NEW 2X3 NEW 2X3 NIFW 2X3 NEW 2X3 NEW 2X3 X X X X (D U) LU LU X Ln T w // I X n X w X n // I X w X w EXIST 2X3 EXIST 2X3 EXIST. 2X3 EXIST. 2X3 EXIST 2X3 EXIST. EXISITING RAISED CO+RETE SLAB T-2" 4'-10" 4' 4' 24' FRONT ELEVATION 4' 1 4' EXISTING VINYL SIDING KICK PLATE INSIDE AND OUT BELOW WINDOWS TYPICAL SYMBOLLEGEND 1 TEMPERED GLASS NOTES: 1. WINDOWS AND DOORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 2. HORIZONTAL ROLLER WINDOWS ARE NON -IMPACT, LOW-E, INSULATED GLASS. 1 ALL SEAMS OF SUN ROOM TO BE SEALED WITH SILICONE CAULKING. EXIST, 2X2 A W/ NEW 2X2 EXISTING END BEAM 2X3 EDGE BEAM PROPOSED HORIZONTAL SLIDER WINDOWS TYPICAL E ISTIN HOME NEW 2X4 NEW 2X4 NE 2X4 NEW 2X4 X '-EXIS] co W/ NE U) UPRI( CV XTYPIC LU 3'-6" 3.-6" T-6" T-6'� EXIST. 1X2 W1 NEW 1) 14' BASE MEN EXIST. 2X2 W/ NEW 2X2 GIRT TYPICAL 4 PLACES SIDE ELEVATIO1 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH �SCE 7-16 AND FBC 7TH EDITION RFC kWVW� ]IMYE?()�TING BUILDI�,G�' ER P L 0 PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.com Website: www.fbcplans.com C.C.A. - #29054 DATE: 09/08/2022 DRAWN BY: DENNIS W. DUNN REVISION: DATE: 2X2 RO 2 W 2X2 RO 3 ;HT AL 4 PLACES RO 4 JOB # 22 0824 341 JOB NAME & ADDRESS: KUNKEL GRAND HORIZON 2 7836 KAY MARIE AVE. BER ZEPHYRHILLS, FL. 33541 CONTRACTOR: SUNSTATE BUILDERS, LLC PLANS AND ELEVATIONS S-2 #10 X 3/4" TEK SCREW AND 3/4"0 NEOPRENE WASHER 4 PER PAN AT EDGE BEAM AND 8" O.C. AT END BEAM EXISTING ALUM. PAN ROOF EXISTING-' —NEW 2X2 FF17 2X2 END/EDGE BEAM END/EDGE BEAM I H 0 0 I� --2" X 2" X 0.125" ANGLE W1 (2) #10 X 3/4" TEK SCREW II Wi EACH LEG, EACH SIDE OF UPRIGHT : EXISTING "'o 1 11�1--NEW 2X2 UPRIGHT ii Ii Io 2X2 UPRIGHT #10 X 3' TEK SCREW AT 8" O.C. 2X2 UPRIGHTS W/ 2X2 END/EDGE BEAMS AT PAN ROOF CONNECTION DETAILS FASTEN SMB TO RECEIVING CHANNEL W/ #10 X 3/4" TEK SCREW (1 PER INCH OF BEAM HEIGHT) STAGGERED, BOTH SIDES 0; — F_ 2X SMB PER PLAN 0 1 01-02 —U) 0- 1 0 �-2 0 F, za .062 MIN. RECEIVING CHANNELI LL a FASTENED TO POST W/ 410 X 3/4" TEK < SCREW (1 PER INCH OF BEAM HEIGHT) STAGGERED —4— BEAM TO POST CONNECTION (2) 3/8"0 MACHINE BOLTS, NUTS AND WASHERS OR (4) 914 X 3/4" TEK SCREWS EACH SIDE EXTERNAL BASE OPTION 2 2" X 2" X.125" ANGLES EXTERNAL OR EQUIVALENT POST BASE (2) 3/8"0 CONCRETE ANCHORS PER EXTERNAL FLANGE WITH 2" O.C. SPACING, 2-3/4" MIN. EMBEDMENT AND 3" MIN, CONCRETE EDGE DISTANCE EXISTING ALUM. PAN ROOF EXISTING 0 0 0, 2X3 EDGE BEAM 2" X 2" X 0.125" ANGLE W/ (3) #10 X 3/4" TEK SCREW EACH LEG, EACH SIDE OF POST 3" X 3" ALUMINUM POST Itramme-an a & EXISTING NEW 2X2 GIRT, UPRIGHT 2X22 GIRT, UPRIGHT OR END/EDGE BEAM OR END/EDGE BEAM #10 X 3" TEK SCREW ii AT 8" O.C. 4" DBL. 2X2 UPRIGHTS, GIRTS, AND END/EDGE BEAM CONNECTION DETAIL 1-1/2" X 2-1/8" X 1-1/2" X 0.062" ALUMINUM INTERNAL OR EXTERNAL RECEIVING CHANNEL W/ (4) #10 X 3/4" TEK SCREW INTO BEAM OR UPRIGHT AND #12 X 3/4" TEK SCREW EACH LEG (2) INTO 2X2/2X3 GIRT, (3) INTO 2X4 OPTION #1 2X PER PLAN I 2X PER PLAN --------- A ---------- 0.062" MIN. ANGLECLIP—/ X 3/4"46 W/ #12 TEKN"'—UPRIGHT PER PLAN ' SCREW EACH LEG (2) WITH 2X2/2X3 GIRT, (3) WITH 2X4 GIRT OPTION #2 CHAIR RAIL AND GIRT CONNECTIONS " 1/4" STRUCTURAL GRADE THERMO-PLY ATTACH RECEIVNG CHANNEL z SHEATHING OR.024 MIN. ALUMINUM W/ #10 X 3/4" TEK SCREW AT 12" O.C. < 0- COIL FASTENED TO ALUMINUM FRAMING 0,062" MIN. RECEIVING CHANNEL 01�' W1 #10 X 3/4" TEK SCREW AT 8" O.C. COVER (OPTIONAL AT TOP OR BOTTOM OF POST) 0,062" MIN. RECEIVING a_ I WITH OPTIONAL VINYL SIDING PER MFGR'S SPECS. CHANNEL TOP AND FASTEN EACH POST TO RECEIVING BOTTOM OF POST 2X ALUM PER PLAN CHANNEL W/ (2) #10 X 3/4" TEK SCREWS, BOTH SIDES t'A :D .0 < Q_ 0.062" MIN. ANGLE I 2X ATTACH RECEIVING W1 (2) #10 X 3/4" TEK SCREWS CHANNEL W1 #10 X 3/4" PER FLANGE EACH SIDE TEK SCREW AT 12" O.C. f TOP AND BOTTOM OF POST 2X ALUMINUM 1/4" STRUCTURAL GRADE THERMO-PLY FASTEN TOP AND BOTTOM__�' ALUM. POST AT 16" O.C. POST AT 16" O.C. SHEATHING OR .024" MIN. ALUMINUM OF EACH POST TO RECEIVING TYPICAL 1X O.B. PER PLAN I I COIL FASTENED TO ALUMINUM FRAMING CHANNEL W/ (2) #10 X 3/4" 0.062" MIN. ANGLE-$ W/ #10 X 3/4" TEK SCREW AT 8" O.C. TEK SCREWS, BOTH SIDESCOVER W/ (2) #10 X 3/4 TEK WITH OPTIONAL VINYL SIDING CONCRETE CONCRETE SCREWS PER FLANGE PER MFGR'S SPECS. EACH SIDE OF POST �PERPLAN (OPTIONAL AT TOP OR 7 RECEIVING CHANNEL ANGLE BOTTOM OF POST) OPTION OPTION ABOVE BELOW ALUMINUM INFILL FRAMING WINDOWS WINDOWS AND VINYL SIDING DETAIL ALUMINUM 3X3 POST INTERNAL BASE OPTION I 11 GA. INTERNAL ALUMINUM BASE PREDRILL VERTICAL FLANGES (4) 1/4"0 CONCRETE ANCHORS W1 3" EMBEDMENT, 3" MIN. EDGE DISTANCE AND 2" MIN. SPACING CONCRETE. _7 4 NEW 2X2 UPRIGHT 2" X 2" X 0.125" ANGLE (2) #12 X 3/4" TEK SCREWS FASTENING UPRIGHT TO ANGLE (TYPICAL EACH SIDE) NEW 1X2 O.B. BASE MEMBER (TYPICAL EACH SIDE) (1) 3/8" 0 CONCRETE SCREW ANCHOR INTO ANGLE AND O.B. INTO CONCRETE AS SHOWN OR THRU ANGLE INTO CONCRETE AND 1/4" 0 CONCRETE SCREW ANCHORS THRU O.B. 6" FROM ENDS AND 24" O.C. BETWEEN UPRIGHTS WITH 2-3/4" MIN. EMBEDMENT AND 3" MIN. EDGE DISTANCE (TYPICAL EACH SIDE) LE EXISTING 2X2 UPRIGHT EXISTING 1X2 O.B. BASE MEMBER (TYPICAL EACH SIDE) 3" (MIN.) I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN ANVypq� IT TO BE IN COMPLI CIE% 1 �071-M EDI,�kXRII�aJION' '.- , AND FBC 7TH " _t� SE L 0- ........... -sSlo*- PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbeplans.com Website: www.fbcplans.com C.O.A. - #29054 DATE: 09/08/2022 I DRAWN BY: DENNIS W. DUNN I REVISION: DATE: RO I RO 2 RO 3 RO 4 JOB # 22_0824341 JOB NAME & ADDRESS: KUNKEL GRAND HORIZON 7836 KAY MARIE AVE. ZEPHYRHILLS, FL. 33541 CONTRACTOR: SUNSTATE BUILDERS, LLC SUNROOM DETAILS a,