Loading...
HomeMy WebLinkAbout21-31335335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 1 4443 111111:411414111:111 mmmmm BAR-003133-2021 Issue Date: .. I - IM77-721 . FA7=- 19p ,Lr-v;,W-,WJT;r,Ttr ,tlm accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. b4jQL TRACTOR SIGNATURE PE IT OFFICE[) ?�ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOK CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR# 2021237538 OR BK 1047 / PG e} Page 1 of 1 11/03/2021 10:40 AM Rcpt: 2374002 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowies, Esq., Pasco County Cie& Comptfolie� i t t lll�"&0A , rt�r a G Zoo e lt{r1r1 ®t f T.3S'Vb Permit No. Parcel ID No NOTICE OF COMMENCEMENT State of �! �� County of / `fj --'Q _— 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: 'Q-�A t'817 �0 i :)r 9. Description of Properly: Parcel Identification No. , � Street Address: ,� ? 1 P/ ✓t*d/ �s R P ! LIS �r—►r 4� + - 2. General Description of improvement Owner information or Lessee information if the Lessee contracted for the improvement: 1 j fl f Name Address ivy, ��tYt� State interest In Property: Name of Fee Simple Titleholder, (If different from Owner listed above) city State 4. Contractor: �{a / +G 11 CItY 4hl�f J"AVl ,V� St eyl� Address P fit°. ° 7Z%2 6 Contractor's Telephone No.: 4 5, ' Surety: Name City Address Telephone No.: Amount of Bond: S F�ID 6. Lender. Name Gliy Stale Address 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 713.130)(a)(7), Florida Statutes: Address Telephone Number of Designated Person: City g, In addition to himself, the owner designates ` to receive a copy of the Llenor's Notice as provided in Section 713.13(1}(b), Florida Statutes Telephone Number of Person or Entity Daslgneted by Owner. g. 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); AWARNING TO RE CONSIDERED NCEMENT EIMPROPER PAYMENTS UNDER CHAPTER 711THE OWNER 3.E PART 1 SECTTHE ION 71TION 9 13,HF ORIDAESTA STATOF UTES. CAN RESULT IN YOR PAYING A NOTICE Of"COMMENCEMENT MUST BE RECORDED AND POSTED OTWICE HE JOB SITE BEFORE ETHE FIRST INSPECTION. IFNTS TO YOUR YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. aPd that the facts stated therein are true to the best Under knowledge an6u�8edaGara that 1 have read the foregoing notice of f. STATE OF FLORIDA COUNTY OF PASCO Sign re of Owner or Lessee, or Own - s'dr ass 'a Authorized Otacer/oirector/Partner/Manager Signatottry's Titlefollce, Nr� ,(�f l"t F� J Kit /�0 Yi The foregoing instrument was acknowledged before me this prj lday of 20by as (type of authority, e.g., officer, trustee, attorney In fact) for party on behalf of whom Instru ent was executed). Petaona0y Krouse+ r®" ��� Identification Notary Signatum `� Type of identification Prod ame (Print} 4 W FWdda , �... t3o t7a53D �r A yotwy Public Silts of Florida F 1.d 1 LNG Nancy J Broolut �a MY 0?/1 oo 17a53oAA O%O%AAAAAA wpdatalboslnoliceconmencement_pc053046 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 4444491 Owner's Name Owner's Address Fee Simple Titleholder Name Fee Simple Titleholder Address JOB ADDRESS I,y 33S LOT f SUBDIVISION PARCEL ID# -60006 — 0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR F7f ADD/ALT SIGN DEMOLISH R INSTALL REPAIR PROPOSED USE SFR COMM, OTHER TY$E OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE I 0�0)( SO FOOTAGE[= HEIGHT E�UILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL =PLUMBING =MECHANICAL =GAS FINISHED FLOOR ELEVATIONS AMP SERVICE PROGRESS ENERGY Q W.R.E.C. -- 1i VALUATION OF MECHANICAL INSTALLATION ROOFING F__1 SPECIALTY = OTHER FLOOD ZONE AREA =YES NO 0, BUILDER COMPANY 6?6YJAJA t SIGNATURE REGISTERED FEE CURREN L1 LN_j Address A-- 014-11 S 39 License # ELECTRICIAN COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Address License# PLIOMBER COMPANY SIGNATURE REGISTERED y LN _J FEE CURREN . Address License # MECHANICAL COMPANY SIGNATURE REGISTERED YIN FEE CURREN YIN �j Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN—L- I =N Address License # [ J SW94#14WIS9 tal'tws law a *9 9 92 9#0t RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms: R-CEW Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence Installed, Sanitary Facilities & I 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 & I 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. a Fill out application completely. Owner & Contractor sign back of application, notarized If over $2600, a Notice of Commencement is required, (A/C upgrades over $7500) ** Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of Contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways.,needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to 'deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES; If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges In Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the 'owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTORWOWNER'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. a Lai MIMM".1 MR W, CONTRACTOR A Who Ware pparsonally known to me or has/have pr d as identification. Notary Public Commission No.�t ��. Name of Notary typed-, printed or stamped to me or has/have produced )e I Vf-L�J as identification. W 4#A se— tf'1'V1JdQV/�Cttn Notary Public Commission No. C4Cl 7 FlameofNotary typed, printed or stamped 044,, Notary Public State of Florida, Brooks of Nancy J as My Commission GG 178530 n 2118/2022 , �cu, tz;:pires 02118/2022 E: NO • III I RM. r' d ZJ I ME I, have read and fully understand and agree to the provisions of this instrument. UMasterfonns/OwnersAffi davit/NovO7 'Florida Building Code Online Page I of 2 Comments Archived Product Manufacturer Norandex, A Division of American Builders & Contractors Supply Co., Inc, Address/Phone/Email I ABC Parkway Beloit, WI 53511 (517) 780-3185 Neil,J,Sextoii@saint-gobain.com Authorized Signature Neil Sexton Neil,J.Sexton@saint-gobain.com Technical Representative Neil J. Sexton, AIA Address/Phone/Email 803 Belden Road Suite 210 Jackson, MI 49203 (517) 780-3185 Nejl,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 Njerninen 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 'E Validation Checklist - Harccopy Received Certificate of Independence FL12500 R4 COI 2QL0 01� COI NIEMINEN. df 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 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved nets FL # Model, Number or Name 12500.1 Norandex Vinyl Siding Systems Limits of Use Approved for use in li No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-109 other: 1.) The DP noted in this application pertains to one panccualr siding system. Refer to ER Appendix for all systems and design pressures. 2.) Refer to ER Section 5 for Limits of Use. 09/25/2020 10/02/2020 10/11/2020 12/15/2020 Description Vinyl Siding Systems Installation Instructions FL12500 _R4__Ii 2t720 09.05_ IN_P.I�F 1, ER, NC?ANGEX. SICING FL125Q_v".: R4.odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports F 1,2.50 R4 A ,2020 _09 2 IL�A(e_ER_ NL AIVD X_ STpi---_ Ff.1-5M; RO.QLf Created by Independent Third Party: Yes Back Next Contact Ca :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 85C-487-1524 The State of Florida Is an AA(EE0 employer. C refl t 2007-2013 State of Florida ;: Privacy Statement :: Accesaiblllty Statement :: Refund Statement Under, Florida law, email addresses are public rewords, if you do not want your e-mail address released i^ response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. :f 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 ar. email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record, if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MWORidm 7 .. It _-01--�,.-- 4+1 ___ 1 /412021 ; �v. �,�i~i..u�„4 x,.�;;�+tats. � .rt � r � j Q���'�� Gtl(VIPs►1��4`�^'�'Ei'(C$���"!'nN2�fg6i h �`�012:t��a `� i - �ti1 A s a a 5. Product Sagebrush Profile D4 Max. Nail Spacing 16" o.c. Nail Engage Studs Design Pressure 89 "0 OK 120 OK ISO OK 140 OK: 150 OK 160 OK 170 OK 180 OK 190 OK 200 OK Exposure B Zone Interior Zone4 OK OK OK OK OK OK OK -0K OK OK C -OK OK OK OX pX OK OK OX OK OK D :OK OK OK:. OK OK OK OH OK OK OK B End Zone $ -OK OK OK.- OK OK OK OK OK OK OK C ` OK OK OK- OK ,.-: OK.. OK OK OK OK NO D DSDL 16" o.c. Studs Sl OK OK OK OK I OK OK OK OK OK OK B Interior Zone4 OK OK — 0K OK-. OK OK OK 'NO :NO INO C OK OK OH` (Tw I — IOK rNO "NQ NO NO D OK OK OK 0K OK OH OH OK 'NO NQ e End Zane $ OK OK : OK : OK OK 'NO :NO NO iN0 rN0 C OK OK OK OK NO NO NO NO NO NO D Shenandoah 6.5 Semi -Beaded 16" o.c. Studs 68 OK OK OK' pK OK OK 0K OK OK OK B Interior Zone 4 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 0K OK NO NO C OX OK , OK OK OK OK NO NO NO NO D T3 16" o.c. Studs 40 OK OK OK OK OK OK OK OK NO NO B Interior Zone 4 OK OK OK.. OK OK NO :NO NO :NO NO C : .OK : OK OK OK NO NO NO NO NO NO D :.OK OK OK OK UK OK NO NO NO NO 8 ;:-0K OK OK NO -rOK NO NO ,NO '.' NO OK : OK NO NO NO NO. NO NO NO Sterling SH 16" o.c. Studs 44 OK pK OK OK OK OK 0K OK OK Interior Zono4 OK OK OK OK OK OK NO NO NO NO C OK OK OK OK OK NO: NO. NO: NO: NO.. D OK OK OK OK QX OK 0K NO. NO'. NO' B End Zone OK OK OK 0K .NO' NO I NO I NO I NO NOi C OK OK OK NO'. NO NOS NOI NO';: NO'. NO D' Summit Manor D4.3, D4.SDL 16" o.c. Studs 38 OK OK OK OK OK OK OK NO NO: NOI B Interior Zone4 OK OK OK OK OK NOo:. NO:: —NO'Y N0 NO) C OK OK OK NO: NO: NO:: NO NO::.. NQl NO D OK OK OK OK OK pH N0+ NO' NO'': NOl B End Zone OK OK OK NO NO;. -NO: NOi: NO: NOI NO:'. C OK OK NO NQ'. NO; NOi NO NO: NQ`.. NOi p' D4 16" o.c. Studs 36 OK OK OK OK OK OK OK NO I NO', NOl B Interior Zone4 OK OK OK OK NO Y NO: NO: NO NO: NO: C OK OK OK NO NO NO NOti NO; NO: NO''.. D OK OK OK OK OK NO NO End Zone S OK OK OK NO N01 NO+ NO: NO is NQ:: NO<; C OK OK NO s NO ; NO ',. NO NO £ NO" N0.1 NQ ;: ❑ NEMO ETC, tLC ER C13820.04.09-1-R4 Certificate of Authorization NN..edex-FL12500-R432455 NORANDEX; (517) 780-3185 09/25/2020 ®2019 NEMO LTC, LLL Appendix 1, Page 3 of 4 t ».:.,,- ,nwgg L`C E L.'''t'}x is`j1-w ru�is itz k Ch'y: TM?sil . +,.it : n;f2. U" 'i4ih;5;'t�,� ,, ..isti. „'. ,: y firs Z 1 ^rt 1 s lRK N hlCi G h 11.4:slsti s .ttt i s: 1[3) ON, d8,2Q f' �1�5 !M11 L(�N GQiIAIG 51 G!?h� ✓ ! s v �dFl `,.?aL 'u E tZa Product Profile D4 Max. Nail Spacing 16"o.c. Nail Engage Studs Design Pressure 49 110 OK 12R OK 130 OK 144 OK 150 OK. 1&0 OK 170 OK 180 OK 190 OK 204 OK Exposure B Zane Interior Zone OK OK OK OK OK OK OK iN0 NO iNO C OK OK OK OK OK NO NO NO OKNOK OK> K OKOK OEndZone OK OK OK. OK ;:.NDOK OK OK iN0 ENO NO N0 NO ',.NO D p4Pi. 16" o.c Studs 71 OK OK'. OK OK OK OK OK OK OK B Interior Zone4 OK OK OK: OK DK OK OK OK C OK OK OK OK OK OK OK OKNO D QK OK OK OK OK OK OK OK OK B EndZone 5 OK OK—. OK. OK OK OK :.NO rNO C OK OK—. - OK. OK OK OK OK NO NO NO D Woodsman Select DS 16"o.c. Studs 31 OK OK - OK OK OK OK NO NO NO NO B Interior Zone OK OK OK NO ''+I NO NO NO NO NO No C OK OK NO NO ,NO NO :NO '... NO NO NO D OK 0I1 OK OK INO NO NO NO NO NO B End Zone 5 OK OK '?NO NO NO NO NO NO NO NO C OK iNO tNO 'NO NO NO tNO NO sNO NO D DSDL 16"c,c. Studs 51 OK OK OK. OK OK OK OK OK OK OK B interior Zone OK OK OK QK OK OK OK NO NO NO C Ox OK OK. OK OK.. OK NO I_No— IN0.NO D OK OK OK.. QK OK. OK OK OK :NO iNO B End Zone 5 OK OK. OK OK.. OK '. NO ND {NO i NO ::: NO C .. OK OK : „ OK Oif :;.,Np . NO i. NO,; D ER C13820.04.09-1-R4 N—dex-FL12500-R4 NEW ETC, LLC 09/25/2020 Certificate of Authorization #32455 NORANDEX; (517) 7803185 Appendix 1, P.B. 4 014 ©2019 NEW ETC, LLC .. 2. �m ,.'� n:s _gtil t. '�.. i?,\ttt,,sihx3 x t 1 c 4xt ;, vi 1;. 1 r e r r . ?. r x �►tc�a ) E Ci LYC'l1CCi115 EC7 , B �14 3Ut1,atL W�.aa�'�.:,:r:a;>i1; fi R R R llt a1' .i ProductNail il Engage Design Pressure 110 120 130 140 ISO 160 170 180 190 2DO Exposure Zone Board &Bat058, Single 7 Vert Sidingand/orstuds 78e�ded16" plywood 80 "OK OK OK OK OK 'OK OK OK B Interior Zone 4 OK 9K 'OK :OK : OK OK OK OK OK OK C OK f': OK '; OK OK OK " OK pK OK OK OK D _.. OK OK - OK - OK -0K OK OK pK OK OK B End Zone S OK OK OK OK OK OK OK OK OK NO C OK OK OK OK- OK OK OK OK NO NO D Cambridge-.-.0K BeadedStuds 42 _OK OK OK OK OK OK OK OK NO ,NO B Interior Zone4 2K t.OK OK OK OK NO NO NO .:NO NO . C -.: OK OK : OK 'NO 'NO NO NO NO NO D OK OK OK OK OK NO, NO ' NO B End Zone S OK OK OK OK NO NO NO NO NO NO C OK QK OK NO NO NO NO NO NO NO D 04 16" ac. Studs 53 OK OK OK OK OK. OK OK OK OK QK B Interior Zone4 OK : OK OK OK -0K OK OK OK NO NO C OR .OK OK: OK OK OK NO NO NO NO D OK OK OK: OK OK OK OK OK OK NO B End Zone S OK OK OK OK OK OK NO NO NO NO C OK :.: OK OK': 4K NO NO NQ NfJ NO NO p Cedar Knolls D5 16" o.c. Studs 55 OK OK OK OK OK OK OK OK OK OK B fnterior Zone4 a OK 0K pK OK- OK OK OK NO NO C OK OK OK OK OK QK NO NO NO NCl D OK OK OK OK ,.. OK. OK OK OK OK NO B End Zone S "'OK :'OK "QK OK OK NO: NO NQ. NO' NO D D5DL 16"o.c. Studs 51 OK OK OK OK OK OK OK OK OK OK B Interior Zone 4 OK OK OK OK OK OK OK NO I NO: NO:. C OK OK OK _AK OK OK NO NO I Ntl' OK OK:: OK OK OK OK OK OK NglNq' B End Zone OK r..OK. OK: OK OKNO: OK OK` OK — NEMO ETC, LLC ER C13820.04.09-1-R4 9 NE NORANorandex - FL12500-R4 Q201of Authorization p32455 NDEX; (517) 780-3185 09/25/2020 ©2014 MEMO ETC, LLC Appendix 1, Page 1 of 4 r . , z r.,tC,, 0,�,,er S r y is `yr'Sx,:"C kr 'Lr<..,r,, ;t ti' r"�a. 7i,;,, ,,,, ,,,, ,,,,, ,:3.: `i 4'', \�i gmg', �; „ 'i.. �; ti'\i s \�tl`��,.:Gsr� 1€xG•, ha nt it z !#<i`. ,> a Yni UCOMFLIAN pR 5 r ..B >U Si t3'QZO F�CMRiCI INDZ N .. ai�a � , � ��YaS,"hta?"�c n�,+��.v���,t ti����a��,i��!� �. Product Profile b4 Max. NailNail Spacing 16" o.c. Engage Studs Design Pressure 109 110 ,. OK 120 ::.OK : 130 OK 140 OK 150 OK: 160 OK 170 OK 180 OK 190 OK 20 OK Exposure B Zone Interior Zone `.OK OK 1 :OK v:OK OK OK OK OK OK OK C 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 I. OK OK : OK OK OK OK OK C -OK :OK-: OK ' OK. OK. OK OK OK OK OK D Polar Wall Plus! D5DL 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 : rOK :. OK:. OK OK OK OK NO C OK : OK OK... OK.. OK... OK OK NO NO NO D D6 .6° o.c. Studs 69 OK :: OK OK : OK OK: OK OK OK OK OK B Interior Zone 4 OK — OK OK OK :.. OK - OK OK OK OKs OK C OK OK : OK- OK OK : OK OK OK NO NO D ':. OK : OK OK OK OK OK OK OK 4K OK B End Zone 5 OK.. L OK:.. OK.. OK... OK. : OK OK OK NO NO C <:OK ': OK OK ,.'.OK OK = OK NO NO NO :NO D Premium Vertical Siding DS 16".." plywood andjar studs 8= OK ,. OK OK OK OK OK NO NO NO NO B Interior zone :.OK 1. OK., `. OK : OK =—NO -NO NO ::NO NO NO C OK OK OK NO NO NO NO NO NO NO D OK :.. OK 'OK OK OK NO :No No NO NO B End Zone 5 :OK %':OK :NO— NO NO NO NO NO NO NO C ' OK 777RF777 777NO.77 Np....., ...-� NO NO NO -:, :.NO ... D Great Barrier, or D4 16" o.c. Studs 107 :.OK OK ::OK ;:..OK OK OK : OK OK OK. OK B Interior Zone 4 OK :::OK ` `OK OK OK OK OK OK OK OK C ".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 i'.OK OK : OK OK OK OK. OK D Great Barrier XL DS, DSDL 16" o.c. Studs 77 OK OK OK OK OK OK OK OK OK OK B Interior Zone4 OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK :NO D OK OK OK OK OK 4K OK OKEnd Zone OK OK OK DK OK OK OK 42K �02K OK OK OK OK OK OK OK NO, D ER C13820.04.09-1-R4 Norandex-FL12500-R4 NEMO ETC, LLC Certificate pf Nghorizatian #32455 NORANDEX; (517) 780-3185 R9125(20 Appendix i, Page 2 of f 4 4 02019 MEMO ETC, LLC �i , Ilorida Building Code Online Page I of 2 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschrelber@masonite.com Steve Schreiber ssclireiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year TAS 201 1994 TAB 202 1994 TAS 203 1994 Method 1 Option A 11/10/2020 11/10/2020 11/17/2020 Florida Building Code Online Page 2 o_ Summary of Products FL # Mode:, Number or Name Description 16472.1 Metal -edge Steel Door in Adjustable 6'-8" Opaque I/S or O/S Single Door Unit Steel Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLi_ 2_R6 C CAC NI006039 R8df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2025 Design Pressure: +65.0/-65.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida F1?6477 R IIII F Q178 dt Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7 do Created by Independent Third Party: not exceed the design pressures listed. 3'-0" x 6'-8" max Evaluation Reports nominal size. See the single door details on drawing FLO178 LL16472- R6 AE 12746C.pdf for additional information. See FL16472.3 for double doors. Created by Independent Third Party: Yes 16472.2 Metal -edge Steel Door in Adjustable 8'-0" Opaque I/S or O/S Single Door Unit Steel Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes EUl54, 2 ,R6 C C:AC dI00 030 9 B (df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2025 Design Pressure: +65.0/-65.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and R-S6472 R6 IMF _Qi79.oLf Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7 do Created by Independent Third Party: not exceed the design pressures listed. 3'-0" x 8'-0" max Evaluation Reports nominal size. See drawing FLO179 for details. FLi6472 R6 AE 5327 6C,G f �Party: Created by Independent Third Yes 16472.3 Metal -edge Steel Door in Adjustable 6'-8" Opaque I/S or O/S Double Door Unit Steel Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15472 P6 C CAC NI006t_!`1 -R8=pdt Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2025 Design Pressure: +50.5/-50,5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL16472 R6 II Fi. O1%8,odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7 do Created by Independent Third Party: not exceed the design pressures listed. 6'-0" x 6'-8" max Evaluation Reports nominal size. See the double door details on drawing FLO178 FL 16 472 R6_it 5127461- for additional information. Created by Independent Third Party: Yes Contact Us :: 2601 Fluor, Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cent'ight 2007-2013 State of Florida.:: Privacy Statement Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any que der-.s, 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: F s4.> EChfCA „ - • , 1 •1 1• L__r.___ _.__ 3.1 4t; 1/7/?0?1 0 il ASS ITC. SIDE -HINGED METAL -EDGE STEEL DOOR UNIT 6`-8" OPAQUE DOOR IN TWO-PIECE STEEL FRAME _QI 3E.'.,.tt= 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO gp, MAX THE FLORIDA BUILDING CODE AND WHERE PRESSURE OVERALL FR.L4(E REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN T EX FOR BUILDINGS AND OTHER STRUCTURES. PANEL.WIDTH35-3/4- MAX. DOES NOT EXCEED THE DESIGN PRESSURES LISTED, Fr PANEL WIDTH 2. HURRICANE PRO7_CTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. ` _ _ 3. A THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN 4 ( ` I I ACCORDANCE WITH SECTION 2220 OF THE FBC. ® 4. POLYURETHANE CORE D IND SPREAD INDEX OF SD Z = AND SMOKE DEVELOPED INDEX OF 60 PER ASi.M E84. Z M� M co zt Tz 'W- ._L ww 00 0 a T- j 0 L�.-- - - 4.25,. �� (MIN.) J�V�-,[t-CE ApJ�STA+�S STE tF gMF fQUA ) DOU�4�B�� S1NG1 ODOR (1NtT flei8y xror,a ' REQUIRES THE ADDITION OF PEMKO S88 GASKET' AND PEDRO 305CR TO FRAME JAMBS AND PEMKO 3452AV SWEEP APPLIED TO THE DOOR SLAB IN ACCORDANCE WITH PEDRO INSTRUCTIONS, TABLE OF CONTENTS 1 Dare: 03175172 SHEET' JJ pESCRIPTION s—_' N.T.S. 1 TYPICAL ELEVATIONS &GENERAL N07ES pwT I TR 2 ANCHORING LOCATIONS ,4 DETAIL S KURT RALTHAZOR El FLORIDA P.E. DWG_MA-11O111-1 06533 0 a - �6" MAX 6" -� x _ W 10. C7" O.C. MAX SEE DUALL V o � SEE DETAIL J SEE & H H I it 6" MAX-- I- 6' MAX 6' 6" M O.SO" INSWING THR -OLD SDP, IN /OUL$Wly TNT. FSHOL.D k&x1-1/2' PFH WOOD SCREW #,'100/4" PEE SELF TARRING SCREW DE AL 1"lODP-P-Ug IU57A_ l�T1QN TYPICAL STEEL BUCI( IN9`ALLATIDN SEE DETAIL _.J � Hf _4 6" MAX 0.50" L25, E ADA OULS�V,ING BUMMER 7h9RESHCLD OtITSWING TNRESF'01 D #8 x 2" #10 MACHINE SCREWS DOOR ATTACHMENT #e x s/a" wd�o8D x 2" scREtr✓ #1c X 1/2" #/ MACHINE SCREWS #t0 x 1 2" 1 x 2' #1D X 12" TYPICAL_ TYPICAL FRAME ATTACHMENT HINGE D[TAIL "C" STRIKE DATA!-- ID" (3) MACHINE SCREWS o� 8I R og HARDWARE SCHED.�E F KWIKSET SERIES 400 CYLINDRICAL AND SERIES 980 DEADLOCK NOTES: ow. �: R OR SCHIEGE F-SERIES CYLINDRICAL AND B-SERIES DEADLOCK 1. THRESHOLD ANCHORS ANALYZED ARE 1/4-" TAPCONS WITH 1-3/4" MIN EMBEDMENT. HARDWARE TO BE AT 5-1/'L" CENTERLINE. oanG-MA-: 2. TAPCON EDGE DISTANCE MIN 2-1/2 SCREW EDGE DISTANCE MIN 1/2". - .. owc-ua-Fiona-n 3. BUCKS BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO STRUCTURE 2. 4" X 4" FULL MORTISE BUTT HINGES. sseEr 2 A, 2 2/9/2021 Florida Building Code Online bBCIS Flame r Log In j User Registration Hot Topics 1 Submit Surcharge i Stats & Facts i Publications 1 Contact Us BCIS Site Map Links Search dProduct Approval A USER: Public Use, ' r Product Approval Menu > Product or Application -search > Application Ust > Application Detail FL # FL163-R8 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 Ext 291 jlathrop@cws.cc Authorized Signature lay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws,cc Quality Assurance Representative lay Lathrop Address/Phone/Ernall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung 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 Conti -act 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 EL163 R8 COI EvalRepqrt:466E.pidf Standard ANSI/AAMA/101/IS2/A440 Florida Licensed Professional Engineer or Architect E-L163R8 Eqq1v 3500 Equivalency:FL-163.p_dff Year 2008 Sections from the Code https://floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDquJBMi.qU1i3NOXQiw5OSGYZo07bdUT109s%3d 1/2 2/9/2021 Florida Building Code Online 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 FL # 163.1 Model, Number or Name 3500 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 3500 Single Hung Equal Lite H-C35 56"x 91"; 3500 Single Hung Oriel H-C35 56"x 91 Description 3500 Single Hung Installation Instructions FL163 R8 II CWS-466E.pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL163 R8 AE Eva IReport466E.pdf Created by Independent Third Party: Yes Contact Us :: 2601 aiair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls 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: Rid Credit Card Safe 'ark, a, ii https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquJBMiaUl i3N0XQiw50SGY7nC)7h(1I ITlnn,pi srl SINGLE HUNG ELEVATION (NON -IMPACT) 57 1/4" MAX. OVERALL FLANGE WIDTH 56" MAX. UNIT WIDTH -aUK GLASS DLO -- 92 1/4" MAX. OVERALL FLANGE HEIGHT MAX. UNIT HEIGHT MAX, SASH HEIGHT i GLASS DLO ORIEL SEE NOTE 10 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS I GLAZING DETAILS ..............................2 DP CHARTS. ................. _ .......... 3-5 SECTION VIEWS & ALT FRAME 6 EXTRUSIONS & B.O.M ........................7 ANCHOR SCHEDULE & NOTES ...... 8-9 INSTALLATION DETAIL... .... 10-11 92 1/4' MAX. OVERALL FLANGE 57 1/4" MAX. OVERALL FLANGE WIDTH 56" MAX. UNIT WIDTH -0-1/8' GLASSDLO- GENERAL NOTES- 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OIX", 4. DESIGN PRESSURE RATING (SEE SHEETS 3-5): -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. aabm-ffl WINDOW SYSTEMS 1900 SW 44TH AVE, OCALA, FLORIDA 34474 www.cws.cc 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10-12 FOR INSTALLATION DETAIL, WIND LOAD DURATION FACTOR Cd=l, WAS USED FOR WOOD ANCHOR CALCULATIONS. GLASS 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE MAX, UNIF DLO SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. HlEiGHT 7. ALL FRAMES SCREWED TOGETHER- SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. 8. SERIES i MODEL DESIGNATION SH-3500. 9, THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 45 9115' X = OPERABLE SASH, 0 = FIXED SASH, MAX- SASH HEIGHT GLASS 10 ORIEL UNITS AS SHOWN UP TO 56"X 91 " ARE RATED 35 PSF. DLO FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON QUALIFIED GLASS TYPES, SEE COMPARATIVE ANALYSIS. REFER _J TO SHEETS 5 & 9- 11. EQUAL UNITS AS SHOWN UP TO 56"x9l"ARE RATED +35 PSF, FOR DESIGN PRESSURES OF VARIOUS 51 �11 16" GLASS DLO SIZES BASED ON QUALIFIED GLASS TYPES, SEE COMPARATIVE ANALYSIS. REFER TO SHEETS 3,4 & 8, EQUAL SPLIT SEE NOTE 11 12. SECTION CALLOUTS FROM ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. Lucas Turner 2020 ' 08 * 21 11:21:31 -05'00' Mw No. 58201 STATE OF 8/19/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PH, 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 03/16/09 REV C S_466 E SHEET 1:25 1 OF 11 --{ '�^--1/8" ANNEALED -^{ 1/8" --{ 3/16" ANNEALED �^ 3/16" TEMPERED l�JV(YAL(YW/IJ Ll Ul /UL'"-j r TEMPERED WINDOW SYSTEMS U/ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www CWS. CC INSTAGLAZE 3 INSTAGLAZE 3 INSTAGLAZE 3 INSTAGLAZE 3 PURFECT GLAZE "H' PURFECT GLAZE "IT PURFECT GLAZE "Ei' PURFECT GLAZE "H' 6 fREMGLAZE S500 67 TREMGLAZE S500 67 TREMGi.AZE 5500 �7 TREMGLAZE S500 3500 ALUM. SINGLE HUNG NGN^IIVIF'o�GT ` GLASS BITE GLASS BITE 1/2" GLASS BITE 'z 1„/2_' GLASS BITE 'z ..._Z. — ..._..._...._� QI _� cA tti 0 0 I=- ow0 dw w J pW z o z0zj>-0 m d - II U C.J UJ I-z a -I= -mod Z-,-ZI-�(A zd 0zzu>zz UU ¢}LL 0 LLz �qa z GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D w ni}? Lu O w z�ni ✓JOJZI- a O ui 0 CL a] _ wow n a O cc: 5/II" OVERALL 5/8" OVERALL i' --5/8" OVERALL (-.. f.•- -}- 5/8" OVERALL --� 118" ANNEALED --- 'r--- 1/8" TEMPERED----3/16" ANNEALED i i � I � ' 3/16" TEMPERED 'y11341?{tI l/ —3/8" AIRSPACE 3/8" AIRSPACE 1/4" AIRSPACE 4NNV ���5A7U(N'fJJJr i 1/4" AIRSPACE �l"' �'/;�EyV.,,.R JJ 1l8" ANNEALED ----1/8" TEMPERED - �-3/16" ANNEALED �3116° TEMPERED�p. 58201 INSTAGLAZE 3 INSTAGLAZE 3 I INSTAGLAZE 8 INSTAGLAZE 3 PURFECT GLAZE "H' PURFECT GLAZE "H'{}`; JL(/ PURFECT GLAZE "H' PURFECT GLAZE "H' 67 CREMGLAZE S500 + 1 SiA3E C 6 J TREMGLAZE 5500 67 7REMGLAZE SWO 6�7 TRFPAGLAZE 5500 (S1� ttq� J�t'`�N�,,M1` �+IiONNtiti 1/2" GLASS BITE " 1/2" GLASS BITE 1/2' GLASS BITE 1/2" GLASS BITE 8I1972p20 QUANEX DURASEAL or, QUANEX DURASEAL or, QUANEX DURASEAL or, QUANEX DURASEAL or, CARDINAL XL EDGE or, CARDINAL XL EDGE or, CARDINAL XL EDGE orCARDINAL XL EDGE or,, KODISPACE 4SG TPS KODISPACE 4SG TPS {_UCAS A. TURNER, P.E. KODISPACE4SG TPS KODISPACE 4SG TPS I.G. SPACER LG. SPACER FL PE # 58201 I.G. SPACER 3.G. SPACER 2428 flid Natchez Trc Trl s Camden, TN 38320 g PH.941-380-1574 KI — 8 r7LAZING ESCRPTIONGLASS. TYPE E GLASS TYPE F GLASS TYPE G GLASS TYPE H DETAIL DRAWN �T"DATE: ADE 03/16/09 DWG::----- CWS-466� E" SCALE: SHEET 1:1 2 OF 11 UP LHAR I: EQUAL SPLIT W/CLIPS DESIGN PRESSURES FOR EQUAL SPLIT CONFIGURATION WITH ANCHOR CLIPS (SEE NOTE 2) Overall Flange Height 28.750 Unit Overall Flange Width Height Unit Width las 27.500 Gs TypeA _ 24.750 26.750 28.750 32.750 37.000 40.750 44.750 48.750 53.125 57250 23.500 +50.0/-70,0 25.500 +50,0/-70.0 27.500 +50.0/-70,0 31.500 +50,0/-70.0 35.750 +50,0/-70.0 39,500 +50.0/"70.0 43.500 +50.0/-70.0 47.500 +50.0J-70.0 51.875 +50.0/-69.1 56.000 +SO.OJ-64.6 Glass Type B, C, D, E, F, G,H +50.Of-70.0 +50.1J-70.0 +50,0/-70.0 +50.0/-70.0 +50.0/-70.0 +SO.OJ-70.0 +SO.Oj-70.0 +50.0/-70.0 +5R0(-fr9.1 +50.0J-64.6 32.750 Glass TypeA 31.500 +50.0J -70.O +50.0 -70A ( +50.0 -70.0 J +540 j-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.0 +500/-64.0 +50.0/-59.3 +50.0J-55.5 Glass type B, C, D, E, F, G,H +SG"0J-70.0 +50,0/-70,0 +50.0/-70.0 +50.0f-70.0 +50.000.0 +50.0/-70.0 +50.0{-69,0 +50.0/-64.0 +50.0J-593 +50,0/-S5.5 36.750 GiassT eA 35.500 yp +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +S0.0/-69.9 +50,0/-61.9 +50.0/-57.0 +50.0/-53.5 +50.0/-50.1 +48.4/-48.4 pe B, C, p, E, F, G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.9 +50.0/-61.9 +50.0/-57.0 "+50.0/-53.5 +50.0/-50.1 +48.4/-48.4 38.375 37.125Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.8 +50.0/-59.8 +50.0/-54.1 +50.0/-50.2 +46.8 J-46.8 +44.8 J-44.8 e B, C, D, E, F, G,H +50.0/-70.0 +SO,Oj-70.0 +50.0/-70.0 +50.0{-70.D +50,0f-66.8+SOLO/-54,1 +50.0/-50.2 +46.8/-46.8 +44.8/-44.8 40.750 39.500peA ET +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +SOLO/-68.3 +50.0/-62.0 +50.0/-57.2 +47.3j-47.3 +42.9/-42.9 +4OJ/-40,J e B, C, D, E, F, G,H +SOLO/-70,0 150.0/-70.0 +50,OJ-70.0 +SO.O/-68.3 +50.OJ-62.0 +50.0/-57,2 +50,0/-51.5. +47,3/-47,3 +42.9/-42.9 +40,7/-40.7 44.750 43.SOqeA +SO.D/-70.0 +50.0/-70.0 +50.0/-659 +50.0f-60.6+500(-50.9 +47.2/-47.2 +--0/-44.0 +39.8/-39.8 +36-36.9 e B, C, D, E, F, G, H +5p,0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50,9 +47,2/-47.2 +44.0/-44.0 +39.8/-39.8 +36.9/-36.9 48.750 1 47500 GlassT eA +50.0/-70.0 +50.0J-70.0 +SQO/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.4/-49.4 +M.O/-44,0 +38.91-38.9 +35,2 j-35.2 Glass Type 8, C, D, E, F, G, H +50.0/-70,0 +50.0/-70.0 +50.0/-66,9 +SO.O/-60.6 +50.0/-55.0 +50.0/-50.9 +49.4/-49.4 +44.0J-44,0 +38.9/-38.9 +35.2/-35.2 50.625 49.375 Glass Type +50.0/-70.0 +50.0(-70.0 +50.0/-66,9 +50.0J-60.6 +50.0J-55.0 +50.0/-50.9 +49.3/-49.3 +43.9J-43.9 +38.8/-38.8 +35.1J-35.1 Glass Type B, C, D, E, F, G, H +50.0/-70,0 +50.0/-70,0 +50.0/-66.9 +50.0/-60.6 +S0.0/-55.0 +50.0J-50.9 +49.3/-49.3 +43.9/-43.9 +38.8j-38.8 +35.1 J-35.1 52.750 51,500 Gl all Type +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.5 +50.0/-55.0 +50iff +49.1/-49.1 +43.9/-43,9 +39:OJ-39.0 +3S,1/-35.1 Glass Type H, C, D, E, F, G,H +Sb.O/-70.0 +Sb.bf-70.0 +50.0/-669 +50.0 j-fi0.5 +50.0/-55.0 +50+49.1J-49.1 +43.9/-43.9 +39.0J-39.0 +35.i/-35.1 56.750 Glass TypeA 55.500 +50.0 -70.0 ( +50.0 70.0 / - +50.0 / -66A +50.0 / -60.6 +SO.O J -55.0 +SO+48.4 / -48.4 +43.7 f -43.7 +38.9 / -38.9 +35.4 J -35.4 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0J-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50 _ +48.4/-48.4 143.7/-43.7 +38.9/-38.9 +35.4/-35.4 60.750 59.50o Glass TypeA+50.0/-70.0 +500/-70.0 +50.0/-665 +50.0{-60,6 +50.0/-55.0 +50+47.5/-47.5 +428/-428 +387/-387 +353/-353 Glass Type B, C, D, E, F, G, H +50,0/-70,0 +50.0/-700 +50.0/-66.5 +50.0/-60.6 +50.0/-55.0 +50+42.5f-47.5 +42.8/-42.8 +38.7/-383 +35.3J-35.3 63,000 61,750 Glass TypeA+50.0/-70.0 +50.p/-b7.0 +500/-63.4 +50.0/-57.8 +50.0/-53.0 +49+46.0/-46.0 +42.1j-42.1 +38.4(-38A +35.2/-35.2 Glass Type B, C, D, E, F, G, H +50,0/-70.0 +50.0/-67.0 +SO.O/-63.4 +50.0/-57.8 +5D.0/-53.0 +49.4/-49.4 +46.0/-46.0 +421/-42.1 +38.4/-38.4 +35.2%-35.2 66.750 65.500 Glass Type +50.0/-6G.3 +509j-52.3 +50.0j-58.8 +50LO/-53.4 +49.0/-49.0 +45.7/-45.7 -Z,7/-42.7 +40.0/-40.0 +37.4/-37.4 +34,7 J-34.7 Glass Type B, C, D, E, F, G, H +50,0/-66,3 +50.0/-62.3 +50.0/-58.8 +50.0/-53.4 +49.0/-49.0 +45.7/-45.7 +42.7/-42.7 +40.0/-40.0 +37A/-37A +34.7J-34.7 68.750 67.500 Glass Type +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 +47.1/-47.1 +44.0/-44.0 +41.1/-41A +38.5/-38.5 +36.7./36.1 +34.0/-34.0 Glass Type IS, C, D, E, F, G, H +50.0/-639 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 +471/-47.1 +44.0/-44.0 +41.1/-41.1 +38.5/-38,5 136.1/-36.1 +34.0/-34.0 72.750 71.500 Glass TypeA +50,0/-619 +50.0/-60.0. +50L0/-56.6 +50.0/-51.4 +47.1J-47.1 +44.0/-44.0 +41.1/-41.1 +38.5/-3$.5 +35.5/_35.5 +32.$J-32.8 Glass Type B, C, D, E, P, G,H +SO.bj-639 +50,0/-60,0 +50.0J-56,6 +50.0/-514 +47.1/-47.1 +44.0/-44,0 +41.1/-41.1 +38.5(-38.5 +35,5/-35.5 +32,8/-32,8 76,000 74.750 Glass Type +S0.0j-60,2 +50.0/-57.7 +50.0/-5S.8 +50.0/-51.4 +47.1/-4711 +43.5/-43.5 +40.1/-40.1 +3/4/-37.4 +34,2J-34.2 +31.6/-31.6 Glass Type B, C, D, E, F, G, H -fypeA +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-51.4 +47.1/-47.1 +43.5/-43.5 +40.1/-40.1 +37.4J-37.4 +342/-34.2 +31.6J-31.6 80.750 79.500 Glass +50.0/-55.1 +50.0/-52.6 +50.0/-503 +47.9/-47.9 +45.0/-45.0 +41.2J-41.2 +38.1/-38.1 +35,S/35,5 +32.1/-32.1 +30.7/-30.1 Glass Type B, C, D, E, F, G,H +50.0/-55.1 +50.0/-52.6 +50.0/-50.7 +47.9/-47.9 +45.0/-45.0 +41,2/-41,2 +38.1/-38.1 +35.5/-35.5 +32.i{-32.1 +30.1/-30.1 84.750 83.500 Glass Type _ +50.0/-51.4 +49.0/-49.1) +47.1/-47.1 +44.2J-44.2 +42.4/-42,4 +39.6/-39.6 +36.6/-36.6 +33.7/-33.7 +30.7/-30.7 +28,8J-28.8 Glass Type B, C, D, E, F, G,H +50.O/-51.4 +49,0J-49.0 +47.1/-4741 +44,2/-442 +42.4/-42.4 +39.6(-39.6 +36,6/-36.6 +33.7 J-33.7 +30.7/-30.7 +30.0/-30.0 88.750 87.500 Glass TypeA +48.2/-48.2 +45.8/-45.8 +43.9/-439 +41.1J -41.1. +39.2/-39.2 +38.1/-3&1 +35.2/-35.2 +32. ]./-32.1 +295/-29.5 +27.6/-27.6 Glass Type B, C, D, E, F, G, H +48.2/-48.2 +45.8/-45.8 +43.9/-43.9 +41.1/-41.1 +39.2/-39.2 +38.1/-38.1 +35.2/-35.2 +32.1/-32.1 +30.0/-30.0 +30.0/-30.0 92,250 91.000 Glass TypeA +45.7/-45.7 +43.4/-43.4 +41.5 j-41.5 +38.7/-38.7 +36.7J-36.7 +35.6/-35.6 +33.7{-33.7 +30.9/-30.9 +28.4/-2$.4 +26.6/-26.6 Glass Type B, C, D, E, F, G, 11 +45.7/-45,7 +43.4/-43.4 +41.5/-41.5 +38,7/-38.7 +36.7J-36.7 +35.6/-35.6 +33.7j-33.7 +30.9/-30.9 +30.0/-30.0 +30.0/-30.0 FIGURE 3.1 (SEE NC>TE 2) EXAMPLE 38" x 62" THRU FRAME(THRU CLIP COMBINATION 6" 8" Mi LEFT JAMB: USING INSTALLATION CLIP ANCHORS RIGHT JAMB: ANCHORS THRU FRAME HEAD: ANCHORS THRU FRAME SILL.' USING INSTALLATION CLIP ANCHORS AX. K. O.C. NOTES: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE, 2. THRU FRAME OR THRU CLIP ANCHORS MAY BE USED AT ANY SIDE OF WINDOW WHILE MAINTAINING THE RESPECTIVE SPECIFIED SPACING (I.E., THRU FRAME ANCHOR SPACING OR THRU CLIP ANCHOR SPACING), REFER TO FIGURE 3.1 FOR EXAMPLE THRU FRAME/THRU CLIP ANCHOR COMBINATION. WINDOW SYSTEms L 1900 SW 44TFI AVE. OCALA, FLORIDA 34474 W W W. CWS. CC I-� ow0 cow0o w Z0Z c�zF- o : uw 0 Of E u- I-w-"Z j_- �T Z Z=2Qcr� woo O 0E-0U<MF_Z EL ccnc. Z 0 OU; Q D u� O p z < LL Z 0Ol�-��'S�� LL z Co w°o CoLill r R 0 w H0 W =I>_ = n wowan No, 58201 i� +td=� STATE OF rr�V �1111111110 8/19/2020 - LUCAS A. TURNER, P.E FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH.941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS - EQUAL SPLIT W/CLIPS 5RAWN BY: DATE' AIDE 03/16/09 5v7G #: __ REv.: CWS-466 E caLE: SHEET 1 3 OF 11 DP CHART: EQUAL SPLIT DESIGN PRESSURES FOR EQUAL SPLIT CONFIGURATION. LIMITED BY {GLASS AND TESTED PRESSURE LIMITATIONS Overall Flange Uni[ Overall Flange Width 24.750 26.750 28350 32.750 37,000 40.750 44.750 48.750 53.125 57.250 23.500 25,500 27,500 31.500 35,750 39,500 43.500 47.500 51.875 56.000 Height Height Unit Width Glass Type +50.0/-MO +50.0/-70.0 t.%.0/-M0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +SN0/-70"0 +50,0/-70.0 28.750 27.500 Glass Type B, C, D, E, F, G, H +50,0/-70.0 +50.0/-70.0 +5Q0/-70.0 +50.0/-70.0 +50,0/-70,0 +50.0/-70.0 +50.0/-70,0 +SD-0/-70.0 +50.0J-70.0 +50.0/-70.0 Glass Type +50.0/-70.0. +50.0/-70.0 +SO.O/-70.0 +50.0(-70.0 +%0/-70,0 +S0.0/-70.0 +50,D/-69.2 +50,0/-66.1 +SO.O/-62.9 +50.0(-613 32.750 31.500 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50,0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +%0/-70.0 +50.0/-69.9 Glass Type A +SO,O/-70.0 +50.0/-70.0 +50-0{-70.0 +50,0/-70,0 --- +50.0/-69.9 +50.0/-61.9 +50.0/-57.0 - +50.0/-53.5 +50.0/-50.1 -- +48.4/-48.4 36.750 35.500 Glass Type B,C,G,E,F,G,H - +50.0/-70.0 150.0/-70.0 +50,0/-70.0 +50.0/-70.0 +50,0/-70.0 +50.0/-70.0 +50.0/-70,0 +50.0(-70.0 +50.0/-69.4 +50.0/-63.3 Glass Type +50.0/-70.0 +50.0/-70.0 150.0/-70.0 +50.0/-MO +50.0/-68.1 +SO.0/-59S +50.0/-54.1 +50"0J-50.2 +46.8J-46.8 +44.8J-44.8 38.375 37.125 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50,0/-70,0 +50,0/-70,0 +50.0/-70.0 +50,0/-70,0 +50.0j-70.0 +50.0J-70.0 +50.0j-MO +50.0/-67.0 +50.0/-61.1 Glass TYee A +50,0J-70.0 +50.0(-70.4 +80.0/-70.0 +50:0/-70.0 +50,0/-66.4 +50.0J-58.0 +SO.DJ-515 +47.3/-47.3 +419/-42.9 +40.7/-40.7 40,750 39.500 _ Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50,0/-70.0 +50.0(-7(7.0 +50.0/-MO +50,0/-70.0 +SO.DI-70.0 +SD.4/-70.D +50.0/-70.0 +50.0/-63.8 +50.0/-58A Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-MO +50.0/-70.0 +50.0/-64.7 +50.0/-S&7 +49,9/-49.9 +443/-44.5 +39.8/-39.8 +36.9/-3E9 44.750 43.500 Glass Type B,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0(-7D,0 +50.0/-70-0 +5eO/-70.0 +50.0/-70.0 +50.0/-66.5 +50.0/-59A +50.0/-54,0 Glass Type +50.0/-70,0 +50.0/-MO +50.0/-70.0 +50,0/-70,0 ++50.0/-63.2 +5e0/-56.0 +49.4/-49.4 +44.0/-44.0 +389/3&9 +35.2/-35.2 48.750 47.500 Glass Type B, C, D, E, P, G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0J-70:0 +10.0/-70.0 +50.0(-70.0 +50.0J-70.0 +SO.O{-5Z6 +50.0/-55.7 +50.0J-50.5 Glass Type +50.0{-70.0 +50.0j-70,0 +50.0/-70.0. +50.0/-70.0 +50.0/-62-5 +50.0/-55,6 +49.3/-49.3 +419(-419 +38.8/-38.8 +35.1/-35.1 50.625 g9.375 Glass Type B, C, D, E, F, G,H +SO.C/-70.0 +50.0J-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +SQb/-74.p +50.0J-68.8 +50.0J-61.0 +50.0/-54.3 +49.1/-49.1. Glass TypeA +50.0{-70,0 +50.0/-70.0 +50.0/-MO +50.0/-70.0 +50.0/-61.5 +50.0/-55.2 +49.1/-49.1 +43.9/-43.9 +39.OJ-39,0 +35,1/-35.1 Glass Type B, C, D, E, F, G, H +50.0 J-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50,0/-70.0 +50.O/-70.0 +50.0/-67.1 +50.0/-59.4 +50,0/-52.7 +47.7/-473 #12.71�1.500 5.500Glass TypeA +50,0/-70.0 +50,O/-70.0 +50.0/-70.0 +50.O/-67,4 +SO.O/-59.6 +SO.O/-53.9 +48.4/-48,4 +43.7/-43.7 +38.9/-38.9 +35.4/-35.4 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70,0 +50,0/-70.0 +50.0(-70,0 +50.0/-70.0 +50.0/-70.0 +50.0/-64A +5D.0/-56.7 +50-0/-50.2 +45.3/-45.3 Gass Type +50.0/-70.0 +50.0/-7D,0 +50,0/-70.0 +50.0/-63.7 +50.0/-57.3 +50.0/-51.7 +47.5/-4-7.5 +42.8/-42.8 +3&7/-38.7 +35.3(-35.3 9,500 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-MO +50,D/-70,0 +50.0/-MO +50.0/-70.0 +50.0(-612 +50.0f-54,6 +4&1/-48,1 +43.3J-433 Glass Type +50.0/-70,0 +50.0/-70.0 +50.0/-691 +50.0(-61.9 +50.0/-SS6 +50.0/-50.7 +46.4J 46.4 +42.1/-42.1 +3$.4/38.4 +35.2(-35.2 63.000 61.750 Glass Type B, C, D, E, F, G, H +50.0J-70,0 +50.0/-70.0 1 +50,0/-70,0 1 +50.0/-70.0 +SO.O/-MO +50.0/-70,0 +50.0J-61.1 +50.0/-S3.5 +4Z1/4Z1 +42.3/-42,3 Glass Type +50.0/-70.0 +50.0/-68.9 +50,0/-65,4 +50.O/-59.1 +SO.OJ-52.8 +48.8/-48.8 +44.5{-44.5 +41.0/-41.0 +374/-37A +34.7/-34.7 66350 65.500 Glass Type 8, C, D, G, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-69.3 +50.0/-67.7 +50.0/-67.6 +50.0/-6Z6 +50.0/-59+6 +50.0J-51,9 +45.Sf-4E5 +40.8/-40,8 GI -Type A +50.0/-69.0 +50.0/-66.4 +50.0/-63.5 +50.0J-57,6 +50.0/-51.6 +4Z6/-47,6 143.5/-43.5 _r40.2/-40.2 +36,8/-36.8 +34.1(-34.1 68750 67500 Glass Type B, C, D, E, F, G, H +50,0/-70.0 +50,0/-67.7 +50,0 j-65,9 +50.0/-63.9 +50:0/-63.6 +50.0/-63.6 +50.0/-58.9 +50,0{-51..2 +44.8/-44.8 +40.1(-40.1 Glass Type +50.0/-64.0 +50.0/-51,8 +50.0/-59.9 +50.0/-54,6 +493/-49.5 +45.3/-45.3 +41,5/-415 1 +38.6J-3&6 +35,5f-35.5 +318/-32.8 72.750 71.500 Glass Type B, C, D, E, F, G, H +50.0/-64.2 +50.0/-61.8 +50.0/-59.9 +50.0(-57.5 +50.0/-56.7 +50.0(-56.7 +50.0/56.7 +50.0/-50.0 +43.6/-43.6 +38,8(-38.8 Glass Type +50.0/-60.2 +50.0/-57,7 -150.0f-55.8 +50,0/-52,5 +47.6J-47.6 +43,S/-43.5 +40.11-40A +37.4/-3Z4 +34.2/-34,2 +31,6/-31.6 76.000 74.750 Glass Type B, C, D, E, F, G, H +50.0/-60.2 +50.0/-57.7 1 +50.0/-55.8 +50.0/-53.2 +50.0/-52.0 +50,0/-51.9 +50.0/-51..9 +49.2J-49.2 +427/-42.7 +38.0/-38.0 Glass Type +50.0/-55.1 +50.0/-52.6 +50.0/-50.7 +47.9/-47.9 +45.0/-45.0 +41.2/-41.2 +38.1/-38.1 +35.5/-35.5 +32,1/_32.1 +30.1/-30,1 80.750 79.500 Glass Type B, C, D, E, F, G, H +50.0 / -55.1 +50.0 / -52.6 +50.0 / -SO.7 +47.9 f -47.9 +463 / -46.3 +45.9 / -45+9 +45.9 / -45.9 +45.9 / -45.9 +41.6 / -416 +36.9 % -36.9 Glass Type +50.0/-51A +49.0/-49.0 +47.1/-47.1 +44.2/-44.2 +42.4/-42,4 +39.6/-39,6 +36.6{-36.6 +33,7{-33.7 +30.7/-30.7 +28.8/-2&8 84.750 83.500 Glass Type B, C, D, E, F, G, H +SO.O/-514 +49.0/-49.0 +47.1(-47,1 +44.2/-44.2 +42.4/-42,4 +41.7/-41.7 +41.6/-41.6 +41,6/-41.6 +40.9f-40.9 +36,1/-3&1 Glass Type +48.2/-48,2 +45.8/-45.8 +43.9/-43,9 +41.1/-41.1 +39,2/-39.2 +381/-38.1 +35.2/-35,2 +321/-32.1 +29,5/-29,5 +27.6/-27.6 88750 87500 Glass Type B,C,D,E,F,G,H +48.2/-48.2 +45.8J-45.8 +43.9/-439 +41.1/-41.1 +39,2/-39.2 +38.2/-38.2 +37,9/-37.9 +37.9/-37.9 +37.9/-37.9 +35.5 -35,5 Glass Type +45.7/-45.7 +43.4/-43.4 +41.5/-41.5 +38.7/-38.7 136.7J-36.7 +35.6/-35.6 +33.7/-33.7 +30.9{-30.9 +28.4/-28.4 92.250 91_000 Glass Type B, C, D, E, F, G, H +45.7/-45J +43.4/-43.4 +41.5/-41.5 +38,7/-38,7 1 +36,7/-36-7 +35.6/-35.6 +35.1/-35.1 +35.0/-35.01 +35.0/-35.0 NOTES: 1, IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 2. IF THIRD FRAME ANCHORS ARE SUBSTITUTED WITH INSTALLATION CLIPS, DP IS LIMITED TO +30/-30 PSF AND UNIT WIDTH IS LIMITED TO 51,875". Duubm.ffl WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW,CWS.CC Z r ¢z� QI--ej z o ZZ w z rYI=Z+- o �tn�j>-Oc� 3�a1 D- h-w ZI-'SAS Z Z=:5 Q cr w O U OI O�Oza��a O Z -cc Qi '_1200t�z >I Q�'Ow7-0_ 2���0_Z� w QOn o0wow i zu7a o W0- nF- CI _~�Wan n_ F- tl d_ -B, No, 58201 � STATEOF ti ZZ- 8/19/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH,941-380-1574 3HEET DESCRIPTION: COMPARATIVE ANALYSIS - EOUAL SPLIT BRAWN BY:--.._.... DATE ADE 03/16/09 CWS-466 E scALE: SHEET 1:1 4 OF 11 DIP CHART C: CIRIEL DESIGN PRESSURES FOR SPIEL CONFIGURATION. LIMITED BY GLASS AND TESTING DESIGN LIMITATIONS TveF4II Fig Height Unit Sash Overall Flange Width Height Height - 24.750 ---0 --26-75-0 28.750 32.750--37-.000 -5- --4()-.750 �750 8.750 �3.125 57.250 23 50 00 7500 500 750 500 Z--- r OC) --i-- 47.500 - 51.875 56.000 Unit Width 28.750 27.500 1Z000 Glass A Sash, Glass E Fixed +50.0 / -70.0 +50.0 / -70,O +5M / - 70,0 +50,0/-70,0 +50,0/-70.0 +50.0/-70,0 +500/-7C),C) +50.0/-70.0 +50.0/-70,0 +50 /-7 S 00 Glass Type B, C, D, Ej, G, H +50.0/-70,0 +50.0/-70.0 +50.0 / -70.0 +MO/-70.0 �O/ +50.0/-70.0 -0 +50.0/-70.0 +50.0/-70.0 +50.0/-70+0 +50,0/-70.0 150.0/-70.0 32.750 31.500 12.000 Glass A Sash, Glass E Fixed ---+50.0/-70.0 +SM/-70.0 +50,0/-70,0 +50 -Mo +50 /-70.0 +50.0/ 70.0 +50.()/-70,0 �500/-70-0 +50.0/-693 +KO/-67.6 - Glass Type 3, C, D, E, F, G, H +50,0/-70.0 +50.0/-70.0 +SO.O/-70.0 +SM/-MO +500/-70-0 +50-0/-7TO +50,0/-70.0 +50,0/-M0 +50.0/-70.0 +50.0/-69.9 36.750 35.500 12+062 Glass A Sash, Glass E Fixed 50.0 / -70.0 +50.0 / -70.0 +50.0 / -70.0 +50.0/-70.0 +50.0/-70.0 +50+0/-64.8 +50.0/-60.4 +50-0/-57,2 +50.0/-53.6 - G Ty GlassT e B Glass Type B, C, D, E, F, G, H y pe D G h +50.0/-70.0 +50.o/--/0.0 +50wG/--/0.0 +50.0/-70.0 +50.0/-70.0 +50.O/-700 +50.0/-70,0 +M0 / -70.0 +50 0 / +50+0/-52.1 X375 G A S Sash, G F Fixed x 37125 12,625 G! ass A Sash, G1 ass E Fixed 7 25 T;EO / -70.0 +50.0 / -70.0 - +50. 0 / -70,0 -- +50.0/-70.0 +50.0/-69.7 -69.4 49�7/-49+7 +50.0 / -63.2 48.0/-48.0 Glass G n B C D Glass Type B, C, D, E, F, G, H y " 'x s 0 0 �/-70 0 +500/-70() +500/-700 +50c/ 700 +50,0/-70.0 +50.01--70,0 +50,0/-70.0 +50.0/-70.0 _L_ +500/_65.8 -i- +M()/-60.8 44).750 G A Glass GI Fixed d 39,500 13.438 Glass A Sash, Glass E Fixed 0 +50.0/-700 +500/-700 +50,0 / -70S +50,0 / -70.0 +50.0 / -67.3 +50.0 / -59 0 +50.0 / -52.8 +48.9 / -48.9 145.1 / -45,1 418 / -42.8 Glass GI , T Glass Type B, C, D, E, F, G, H ,p e g D ' E ' G , H +50.0/-70.0 150.0 / -70.0 +50.0 / -70.0 +50.0/ -70.0 50.0/-70,0 +50,0/-70.0 '50.0/-70.0 1-50.0/-693 +50,0/-61+3 -50.0/-56.6 44.750 e a It G I as, A 's, G, as' ' Fixed 43-500 14.812 Glass A Sash, Glass E Fixed jjRFG +50.0 -70.0 +So.o / -70,0 +50.0 / -70.0 150.0 -70.0 +50.0/ 65.3 +5M/ -57.G +50.0/ -50.3 +45,2 -4 5.2 +40+5/ -40.5 +37.9 -37S - Glass Glass Type 3, C, D, E, F, G, H Type _ S C; G +50�O/ -70,0 +50.0 -70.0 +50.0/ -70,0 +KwO/-700 +MO/-M +50.0 +50.0 -70. 0 +50 0 -65 1 +50 0 -58 0 +50 0 -52 6 48.750 d 47.500 16.125 Glass A Sash, Glass E Fixed 47 G, a's A Sash, , G as' E Fixed +50.0/-70.0 +50�0/-70,0 +50do/-70.0 +50.0/-70.0 +50 c/ -63+8 +50 0 -563 +49 6 -49.6 - 7�,O -44 0 - +39 1 / -39.1 +35.4 -35.4 Glass Type 2, C, E, E, F, G, H +50.0 / -70.0 +50.0 -70-0 +50-0 / -70.0 +50,0 -MO +50.0/ -7().o +50.0/-70.0 +50.0/-68.4 +50.0/-62.0 +50.0/-55.7 50,625 Glas s A Sash, G Is ss E Fi ,lq . , " 'a" , , , . 49,375 16.812 xed + O.D/-70.0 _51) D +50+0 -MO ±10,)/ 7,)o +50+0 -70.0 +50.0/ -63.1 +5M/-55.9 +49A/-49.4 +43.9/-43d9 +38.8/ 38.8 +50.0 -50S +35-1 -35.1 - GIass1ypeB,C,D,E,F,G,H +50.0/-70d0 +s0.0 -70 0 150.0 -70.0 +50.0 -70.0 +50.0 / -70wO +50.0 /0 0 +50.0 -66.1 +50 0 / -60.9 150.0 / -543 +49, 1 -49.1 52.750 s 51�500 17.500 GI as, A Sash, Glass E Fi xe d _L50 0 70 0 50 1) -710 �L50 0 70 0 +50.0/-70,0 +50.0/-622 +50,0/ -55.5 +493 -493 +43.9/-43.9 +38+9/-3&q +35.o/-350 - Glass Type 8, C, D, E, F, G, H +5OdO -70�2 +S0.0 -70. +50-0/ -70+0 150+0 / -70.0 +50,0/ -70-0 +50�() / -70.0 - -- +50 0 -63 7 --- +50.0 / -59A -- 150+0 / 56.750 55,500 1.-.71 ' lassEFixed +S0.0/-MD +50.0/ -70.0 +50.0 / -70.0 +50.0/- .8 68 +Eo�o 60.3 +50.0 / -54.6 +48.7 -48+7 +418 / -43.9 -52+7 +39 0 / -39.0 147.7 -4T7 +35.3 -353 - G�:,"'TySa" " F,� - C , D, E, F, G, H +50-0/ -70,0 +50.0 / -70.0 +50.0/ -70 0 +50,0/ -7M +50.0/ -68.2 +50d0/ -63.7 4S0.()/-60.2 +50.0 / -55.8 +50.0 / -50.2 +4S.3/ -453 60350 59M0 20.250 i.sA ,hGlasER-ed 5 0/-700 0-0/-7 0 +S a- +500/-677 +50. /-628 0 , 0. /- . 5 0 583 +50.0 -52.4 +47.9/ -47.9 -- +43.2/ 43.2 +38. L11 /1118 +35.4/ -35.4 Glass Type B, C, D, E, F, G, H +50,0 / -70+0 +50.0 / -70,0 +500/-677 - 50 0/ -62 8 +5067-5U +50 0 -57 3 +50 0/ -55 9 +50.0/ -52.6 +48.1/ -48.1 +433/ -433 67 3 OOT 61 750 21 .000 Glass A S@sh, Glass E Fixed +50.0 / -70.0 +50.0/-666 +50+0/ -615 50,0/ -58.7 450,0/ -55.1 - +SM/-513 147,2/-4Z2 42.5 / -42,5 +38.7/-383 +35.2/-35.2 - - Glass Type B, C, D, E, F, C, H +50.0/-70.0 +50,0/-66.6 +50.0/-63d5 ') - 63 ' /9 +S 0 'g 7 �50-0 / -58.7 +500/-55+1 +500/-53.0 +SO.O -51.6 +SO.O / -M7 +45+8 -45.8 +413 -42.3 66.750 65,500 22.250 Glass A Sash, Glass E Fixed +50,0/- 64.1 +50.0/ -60.5 - + 0 5 00/ 5/5 5 0 5 -5/5 _LS_ - .0/-52.8 'SS " 8 50 +49.3 / -49.3 +47.1/ -4-1-1 +45,5 -45.5 +42-4 / -42.4 +38.6 - - Glass Type B, C, D, E, F, 6, H +50-0/ -�j I +50d0/ -60.5 +E0 +50.0 / -57.5 50.0/ -52.8 - 0 52 ��/ - +493/ 493+471/ 471 +455/ 45 5 +445/ 445 -38.6 +43.8 8 +35.2 -35. 2 68.750 67.500 22.938 1 Glass A Sash, Glass E Fixed +50.0 -6LI +50.0/ -57.6 q"" +' 4 'l n/ ' +50,0/ -50.2 -", 2 46d7/ -46.7 7�� 5 / -44� 5 /-42.8 - +41,7 / -41.7 -43d +38.6 -3&6 +40.0 -40.0 - +352/-35 2 Glass Type B, C D, E, F, G, H 150 0 -61d 1 +50dO / -57.6 +50.0/ -54.7 +'B 0/ 1 �'S C) / -'0 2 60-0 / -50.2 � 46.7 / -46.7 +44.5 / -44.5 +42.8 / -418 +417 / AL7 +4L0 72.750 71.500 24,313 GI ass A Sash, GI ass E Fi xed +50.0/-53.5 +50-0/ 51,1 + +49.1/ -49.1 1/ 4 +4 4, +45.6/ -45.6 �422/ 422 4 42 1 411 + 0/-") +40.0 / -40+0 3 3 3 �38.3 / -38d 3 +37,0 / -37.0 -41.0 +36+1/ -36+1 +39.4/ -39.4 +35, 2 / -35.2 Glass T- I C, D, E, F, G, H +50 0/-515 +50.0/ -S1.1 �1 +49 4 +49� I / -49.1 + Ill 6/-4 +4S,6 -45S +42.2 / -42,2 -42 42,2 +40.0 / -40.0 3 +383/-383 +37dO / -37,0 736 1 / -36 1 1356/-356 76,000 74J50 25A38 Glass A Sash, Glass E Fixed +48.1/ -48+1 +45+7 -453 +43.8 / -43.8 +41.0 -41+0 3 3 +39.1/ -3M +38,1/ -38.1 7 7 +37d 7 -37.7 +36.4 -36,4 +35- .5/-35,5 +35dO / -35dO Glass Type 8, C, D, E, F, G, H +48,1/ -48.1 +45+7/ -45.7 +43.8 -43.8 +41.0/-41.0 +39.1/-39.1 +38.1/ -3& 1 +37.7 -37.7 +36.4/ -36A +35.5 80.750 79.500 27.000 2a" A Sash, -6'a" ' Fixed L37-1 / -17.1 ±31 1 / -16.1 31.4/-35-4 L_ 31.0/-15.0 _L_ +35.11L/ -35wO _L_ +35.O / -35.0 +35.0) -35.0 +35.0 -35.0 -35.5 +-35 35+0�35.0/ +35.0/-35.0 35.0 Glass Type 3, C, D, E, F, G, H 37.1/ -37.1 +36.1/ 36dl +35.4 / -35.4 +35.0/ -35.0 _ 13&0/-35.0 +35.0/ -35.0 0 _�l, -35 0 +35dO/-35.0 +35.0/ 84.750 83.500 28.375 Glass A Sash, Glass E Fixed +37.1/ -37+1 +36.1/ -36.1 +35.4 / -35.4 +35 0/ -35.O +35.O/ -35.0 +35-0 / -35.O +35.O -35.O i350/-350 -35.0 +35W-35. +35wO/35.0 +35dO -35.0 Glass Type 3, C, D, E, F, G, H 'Glass 3T1/-3T1 +36.1 -36+1 +35.4 / -35.41 435.0/-35D +350/-3S Q +350/ 35.0 +35.0/ -35.0 +35�0/-35.0 �3S.0 /-35.0 +3S, 0 / -35.0 M750 A Sash, Glass E Fixed 87w5,00 29350 fll 1/-311 _13 1,1/-161 314/ 354 +35,0/ -35.( +35.0/ -35.0 +35.0/ -35.0 +35.0/ -35.0 +35 0/ -35-0 +35,0/ -35,0 +35.0/ -35.0 Glass Type B, C, D E F D, E, F, G, H G, +37.1 / -37w 1 +36.1/ -36A +35A/ -35.4 +35.0/ -35+6 +35+0/ -35.0 -- +35 0 / -35 0 - +35.0 -35.O -=- +35.O / -35.0 --- +35.0 / -35.0 - +35.O -35dO 92.250 S Glass x, 91.000 30,938 Glass A Sash, Glass E Fixed 91L. 0 Glass A Gla E 'd +37.1/-37.1 +36 1 / -36 1 +35 4 / -35 4 +35-35 0 + 35.0/-35.0 +350/-35.0 +35.0 -35.0 +350/-350 +35-n, -35.0 Glass Type l, S, F, 35,0 NOTES: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 2. IF INSTALLATION CLIPS ARE USED AT SPACING SHOWN ON SHEET 9, DP IS LIMITED TO +30/-30 PSF. Qogm- WIN DOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WVyw.CWS.CC < Z uj 0 dw LL C LL Z0Z aL t Z E- Q M � >- 0 � 3: E 1--w Z 0 Z M C) 0 0 F- 0 < a� o Z 0 M �- Z n- 0- Z -_Z < O Z O W Z D F L, 2 0 0 LL 0 0 0 Z Z,6 e� LL LN Cn 0 Lij U) Lu Z B_ 0 - C/) 0- 0 - 0 n� 0 w 0- = q: EL B� w �: j m iz I- �NS A. TU)y --a/ No. 58201 STATE OF 8/19/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Tre TrI Camden, TN 38320 PH. 941-380-1574 COMPARATIVE ANALYSIS - ORIEL ADE 1 03/16/09 V-Gft --rffffV-- CWS-466 1 E TLT-TSHEET 1:1 50F11 67 15 37 EXTERIOR] ALT FIN FRAME IS 11, 14, 23,26-32, 34, 35,42,43-46, 59, 63, 65,66 ARE USED BUT NOT SHOWN FOR CLARITY. EXTERIOR NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW (03609m.ffl WNDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 wwWcwS.CC A' < z �: 0 z w � CD < I- z w w ZOZ Q� t Lz z. >- - z Z:E w 0 < z e- -ZOO)Ofl < -Z >- <Z-0w—Z=0— > Z'6 30 LU C) coO� U- w M 0 0 wU)Y) w z � F — H- C, EE a� - �: �� "I - C Lu 0 D- G: > E- I, cr: - IIIII, \N kT UF -0 No. 58201 STATFOF 8/19/2020 LUCAS A. TURNER, P.E. FL PE # 5820 1 2428 Old Natchez Trc Tri Camden, TN 38320 PK 941-380-1574 SECTION VIEWS - ALTERNATE FIN FRAME ADE 03/16/09 TG �1 ' ZFV, CWS-466 E .ALE SHEET 1 2 6 OF 11 Item Ta-ti _# Description _lTa—t.rial FRAME CORNER 2 1/16" 2 1/16" CONSTRUCTION Qubb% 1/16' 1/2' -t WINDOW SYSTEMs 1 27/1 11161, OCALA, FLORIDA 34474 3' WWW'CWS.CC LrIl _j 1900 SW 44TH AVE. 2 1/161, gg --- ­__1, —<D 3500 ALUM. 1/1 6 FLANGE HEAD S-1 326 I--- i SINGLE HUNG FIN HEAD S-1330 SASH BOTTOM RAIL H-1 181 81 SASH CORNER NON -IMPACT 2 1/8" CONSTRUCTION 2 1/8" Z 3: < 2 1/16" 0 ,, 5 <U) �j 0 Z uj - 0 F­ Z Lu uj ZC)Z C�1­­_F­ c� L �� zm 2 3/4" 2 LL —W 64 Z Z a: �E < 0� ui 37/ 0 l- 0 ; < E de U) I V) Z c- P U) 6- 11161, Z - — �� s) a L,) /16 66 I 4'�4 —ZOWZ L F_—,200LL <�: C)uj—=Dz V16F L2_-Z FLANGE SILL S-1 182 -1 1/16' FLANGE HEAD, ARCHTOP S-1 I I R�: 0 (a 0 :5 LIJ U5 Lu 5/8" a� uj now FIN SILL S-1 180 _1 Co 00 0- 0� U) Lij , 0 2" a. > 3/4" Lu 2 13116" 2" SCREEN ADAPTER S-1074 3 4 tit To% N" — — - ------- Ly No. 58201 FLANGE JAMB S-1077 _>�*_ jCg= FIN JAMB S-1500 -Z:7 4n / _;% I STATE OF Z - -------- 3/8" FIXED RAIL H-1563 A I A I. 63 1 1 /4" 11111110 L 7 i 2' --(9-1 ANCHOR CLIP - 1197 8/19/2020 PLAN VIEW OF ANCHOR CLIP 1/16— 1 31 1 161, LUCAS A. TURNER, P,E.. FL PE # 58201 2428 Old Natchez rc TrI SASH SIDE RAIL S Camden, TN 3210 11 -1073 3,8,� 2- 2 9/16*, - PH, 941-380-1574 SHEET _DESCRIPTION: ___� i I 5/B" --j I I I — S-1326 Fr. Head, Fig. Head Aluminum 2 S-1182 Fr. Sill, Fig., Sill Aluminum 3 �_-1077 _§_-1077 Fr. jamb, Fig., L. Jb� Aluminum 4 Fr. Jame, Fig., R. ib. —R,,l 5 H-1 563 Txd. Mtg. _�41ummumi-ri Aluminum 7 14-1072 Sash meet. Rail Aluminum 8 H-1 181 _S_-1073 Sash Bot.lPul1 Rail -Sash —Side/Top Aluminum 9 Rail---- A-1—um,,m 10 10-74 - _§_1 Scm. Adapt., w/o leg, Vert. Aluminum El f 46-5 Tnstall Clip --Aluminum P-3340 Balance 1-3 P-3040 Sash ',am 14 P-3046 _P_3_043 lake Out clip 1-5 bash Shop 16 17 1 P-3037 P_-3038 Sweep Lock, RH Sweep Lock Nylon Nylon 1-8 T-330-5 stP., 0.270 x .187 b ack FinSeal, Black, SoftTouch Nylon 20 --fl— P-3303 vs1P., U.1�)U X.Ibl oaCK FinSeal Cray SoftTouch _x187 Nylon _22— — P_-3305 -15 3 011 — Wstp, 0 270 back FinSeal, Black, SoftTduchN_yjon WstP., 0.350 x .187 back, foam filled h,11h --/ an a Nylon 23 P -3303 vv slP., U. I eU x . 18 f back FinSeal , Gray, So fff_ouch Nylon 24 26 P-3309 P-3612 -15-36-35 Wstp_ 0.210 x .187 back FinSeal, Black, SoftTouch #8 x 1.000w/ 1/4"lea us A SM Nylon Steel 2_8 4F6 X J. fbU Quad PH Type A SMS 29 P-3515 _15--3264 #8 x 0.625 Ph FH Type A SMS Steel R_ Gasket, He. & Sill at Jb.1 SH-3500 _5_osedCPI 33 P-3342 S� earn Sealer, SM-5504 - ,�4 P-3373 _i5--3022 -5—penCeli 36 Glazing Bead, Single Glazed Metal 37 P-3020 'lazing Head, Insulated glass pVC 42 P-3352 be'. BIK- 85 Dur., 1/8" x 5/8" x 2" Lg. 43 P-3641 6H-�ZUU Gold Carl. Label 45 P-3881 Temporary Lot. (NFRC/DP) 46 P-3613 UVV,15 LN, (logo) 47 Glass, Fixed - — Glass,48 sas_h__._ 56 P-3218 Screen France 2 1 _P7_ Screen Frame Corner Key Alum 9 _3, 581 Screen Cloth, 18 x 16 F Fiberglass 60 P-3228 Screen Spline_ 155 Dia., Bik. Nylon 61 P-3029 Screen Pull Tab Steel T-303-3 Screen Spring, SS SS 3 S-1197 install Clip, Cud 66 S-1112 _j_1n.toqla,. _Aluminum Fr. Head, Flange Archtop �-,klu­munu—m _3P.,fet 67T Glaze "Id", Tremg—lazeS500 bd S-1330 Aluminum PLAN VIEW bUfVI AND EXTRUSIONS 2" 7j _ffP_,AWN_AY: _DATE__ ADE 03/16/09 DW LINE ITEPAS NOT USED: 6,19,25,27,31,32,35,37-41,44,49-55,57 NOTE: ALL ALUMINUM EXTRUSION ARE 6063-T6 SASH TOP RAIL H-1 072 C_,�F_ REV. CWS-466 E S-CALE - SHEET 1:2 7 OF 11 6" MAX. (TYP) — 18"MAX. C.C. (TYP.) 6" MAX. (TYP.) 18" MAX. O'C' Lryp) 6" MAX 18" MAX, O.C. 8' MAX. 6' MAX. (TYP.) YP.) 8" MAX,MAX 6j{. 8" MAX. SEE NOTE 2 MAX. EN T E 2 SEE NOTE 2 S SEE NCH E 2 ) 6" MAX. 9`YP) T-- 8" MAX. O.C. ITYP7) 18" MAX. D.C. (TYP) 18" MAX, P.C. (TYR) jEO i I_ - 0 0 INSTALLATION ANCHORS (TYR) INSTALLATION ANCHORS, THRU 4" FRAME AT JAMBS {SPE NOTE 2, SHT 6) INSTALLATION ANCHORS, THRU CLIPS AT ALL SIDES x 3- 7+ -E SEE NOTE 2 -EI I INSTALLATION ANCHORS, THRU CLIPS AT SILL ANCHOR LAYOUT-LFLANGE FORCHARTA ANCHOR LAY -_(FLANGE). DR CHART B __pP AN HOP QUL_- C_ R_ _EQR TURD FRAME OR CLIP IMASONRY DR WOOD OPENING) WOOD DP LIMITED BY GLASS AND TESTED PRESSURE LIMITATIONS. SEE SHEE1 THEIJ FRAME OR CLIP (MASONRY OR 5 OP LIMITED BY ANCHOR CLIPS SEE OPENING) SHEET 6 NOTES: 4" MAX. (TYR) 1 6' MAX, O.C. (TYP.) 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 4" MAX. (TYP.) 2. SHIM As REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX, ALLOWABLE SHIM STACK TO BE 1/4". USE T_ 16,, MAX. o.c. SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR (T-yP.) BETTER, WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 10. 0 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. Ii 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL 3" 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, AND INTO SUBSTRATE - I X BUCKS ARE OPTIONAL. 7, A MINIMUM 3" CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1" INSTALLATIONANCHORS (TYP) CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF A RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NO-1 BE CRACKED. I L16L— 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLA RON SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: ANCHOR LAYOUT- LFINIFOR-DR CHART A FMA/AAMA 100(FIN WINDOWS), FMAIAAMA 200(FLANGE WINDOWS), J NAILING NO DP LIMITED BY GLATHRSSAND FESTCD P(WOOD OPENING) RESSURE UMITATIONS, SEE SHEET 5 FMAIWDMA 250(BOX WINDOWS), FMA/AAMAJWDMA 300(EXTERIOR DOORS). VVINDOW SYSTEMS Lk 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc NSA. TU '3 I No. 58201 01 STATE OF 8/19/2020 LUCAS A. TURNER, P,E, FL PE # 58201 2428 Old Natchez Trc Tri Camden, TN 38320 PILL 941 -380-1574 ANCHOR SCHEDULE AND NOTES - EQUAL SPLIT ADE 03/16/09 VG 4:.._.____. : RE,7--- CWS-466 E AFE ------ SHEET 1:25 8 OF 11 16" 18" MAX. O.C. (TYP.) THRU FRAME, 12" MAX. O.C. (TYP.) W/CLIPS NOTE: WHEN INSTALLING FLANGE UNITS WITH ANCHOR CLIPS AS SF ON SHEET 10, DESIGN PRESSURE LIMITED TO 30 PSE NOTE 2 w NIF 4" MAX. 16" MAX. >TALLATION CHORS(TYP.) INSTALLATION ANCHORS(TYP,) NOTES ANCHOR LAYOUT - (FLANGE) FOR DP CHART C__ 7HR(J FRAME OR CLIP (MASONRY OR WOOD OPENING) DP LIMITED BY GLASS, SEE SHEET ANCHOR LAYOUT-(WO(F1N) FOR DP CHART C 'THRU NAILING FIN OD OPENING). SEE SHEET 1 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/41'. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 10. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS 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, AND INTO SUBSTRATE - 1X BUCKS ARE OPTIONAL, 7, A MINIMUM 3" CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1" CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. 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 TABLE 1, SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL 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), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/'WDMA 300(EXTERIOR DOORS). WINDOW SYSTEms Lk 1900 SW 44TH AVE, OCALA, FLORIDA 34474 WWW.CWS.CC Q Z 3� 4Z 1- Lu 0DE0 OLtJop ui ❑ ZOn cY L— Z O t- W ZF-��= Z=.5�QC' w 00 - O�OUQ¢� dZ�,DzZk-Zcn O D �U- > < W�Z0Z f Z Ln Q❑crU)❑wwOW K Z a- OEL -I- w c'cc C, r a- c�a �GPS A.-7U?7N�/I/f No. 58201 STATE OF did` 8/19/2020 LUCAS A. TURNER, P.E. FL PE'# 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH, 941-380-1574 ANCHOR SCHEDULE AND NOTES - ORIEL AIDE 03/16/09 JG # REV.: — CWS-466 I E nLe: SHEET 1:25 9 OF 11 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE ICONCRETE (2.0MIN.) 3/16" ITN/ TAPCON FLANGE �OWOR�GROU1-FILLED CUM (111 PCF MIN.) CONCRETE 2.KSI MIN 3/16" TW TAPCON 3/16" ELCO ULTRAGON 2" - V, �—KSI FLANGE FLANGE HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1 1-114" 2-1/2" WOOD MIN.) — — -- — 3/16" ITW TAPCON - ---------- i 7/8" FLANGE 2x MIN. SPRUCE -PINE -FIR (G=0.42 OR ELCO ULTRACON FLANGE 2x MIN, SPRUCE -PINE -FIR WOOD (G=0.42 MIN,) #10 WOOD SCREW -CTHREAD 7/8" --#10-16H[LIIKWIK-FLEXOR1/2" .SEL—STUD 16 GAUGE (o.06YT—MIN-ff Ful FLANGE (33 KSI YIELD MIN.) 1-1-W TEKS SELF -DRILLING THIRD 0.060" — 1/8' ALUM. (6063-15 MIN.) OR glu GRADE 5 SELF -TRAPPING FULL THREAD 1/2" FLANGE 1/8" STEEL (33 KSI MIN,) DRILLING SCREW THRU 0.125" FIN 2x MIN. SPRUCE -PINE -FIR WOOD (G=0.42 MIN-) #8 WOOD SCREW t 1-1/2" 7/16" TYPICAL HEAD CLIP ANCHORAGE —MIN. EDGE DIST. SEE TABLE I SUBSTRATE BY OTHERS SEE TABLE I PERIMETER SEALANT BY INSTALLER MIN, EMBEDMENT INSDE AND OUT SEE TABLE 1 4 SEALANT BEHIND FLANGE — BY INSTALLER 1/4" MAX. SHIM \--ANCHOR CLIP —INSTALLATION ANCHOR SEE TABLE! HIGH STRENGTH STRUCTURAL GROUT BY OTHERS LATION ANCHOR INSTALLATION SEE TABLE I SEALANT BEHIND FLANGE - BY INSTALLER ANCHOR CLIP PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE By OTHERS WIN. EMBEDMENT SEE TABLE I SEE TABLE I MIN. EDGE DIST. SEE TABLE I MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM ANCHOR CLIP — MIN. EDGE DIST. SEE TABLE I INSTALLATION ANCHOR SEE TABLE I SEALANT BEHIND FLANGE BY INSTALLED PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS 'SEE TABLET K­SHORIZONTAL SECTION TYPICAL A __ (- ,10TMBCLIP ANCHORAGE SEALANT BEHIND FLANGE BYINSTALLER _L_,VFRTICAL SECTION__ 10 TYPICAL SILL CLIP ANCHORAGE PERIMETER SEALANT - BY NSTALLER INSIDE AND OUT TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE BY OTHERS SEE TABLE I I NSTALLATION ANCHOR SEE TABLE I —ANCHORCLIP 114" MAX, SHIM MIN. EMBEDt SEE TABLE I MIN. EDGE DIST. SEE TABLE 1 ('C� HORIZONTAL SECTION__ _ �fl 6 ALTERNATE SILL CUP ANCHORAGE NOJEE 1. WHEN INSI A' LING FLANGE UNITS 'WITH ANCHOR CLIPS AS SHOWN ON THIS SHEET, DESIGN ESiGN PRESSURE IS LIMITED TO +/-30 PSF. aogomffl VVINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WwW.CW&CC w am -,\N" �A- TU��/ // No5820 Iftj E STATE OF 8/1912020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Tro TrI Camden, TN 38320 PH. 941-380-1574 -IEET DESCRIPTION: INSTALLATION DETAIL - CLIPS RA WN —BY', DA-1E, AIDE 03/16/09 CWS-466 E 1'2 1 10 OF 11 MIN, EDGE DIST, SEE TABLE 1, SHT 10 SUBSTRATE BY OTHEI SEE TABLE 1, SHT 10 PERIMETER SEALANT INSIDE AND OUT SEALANT BEHIND FLAA BYINSTALLER INSTALLATION ANCHOI SEE TABLE, SHT 10 SEALANT BEHIND FLAN BYINSTALLER PERIMETER SEALANT 8 INSIDE AND OUT SUBSTRATE BY OTHER; SEE TABLE 1, SHT 10 MIN. EDGE DIST. --- SEE TABLE 1, SHT 10 TYPICAL HEAD ANCHORAGE D VERTICAL SECTION 11 TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1, SHT 10 1/4" MAX. SHIM ---- INSTALLATION ANCHOR---.--L--l---I _— SEE TABLE SLIT 10 DMENT 1, SHT 10 u- SEALANT BEHIND FLANGE BYINSTALLER PERIMETER SEALANT BY INSTALLER --J 4AX. SHIM INSIDE AND OUT SUBSTRATE BY OTHERS --- --.---I SEE TABLE 1, SHT 10 E HORIZONTAL SECTION 11 TYPICAL JAMB ANCHORAGE IAX. SHIM SEALANT BEHIND FIN---------� BYINSTALLER 1MENT INSTALLATION ANCHOR------- 1, SHT 10 SEE TABLE, SHT 10 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT F VERTICAL SECTION 11 ALTERNATE —FIN ANCHORAGE TYP. FOR HEAD, SILL. AND JAMSS MIN. EDGE DIST, SEE TABLE 1, SHT 10 --114" MAX. SHIM -MIN. EDGE DIST, SEE TABLE 1, SHT 10 SUBSTRATE BY OTHERS SEE TABLE 1, SHT 10 MIN. EMBEDMENT SEE TABLE 1, SHT 10 VdlNL7OW SYSTEMS OL;� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CW S. CC 3500 ALUM. SINGLE HUNG NON -IMPACT < Z 3: d Z `ter TWO W Z o Z CG f_ Z F- LL I-O QW zp�::5s Z ZM2<o C O�--06<='� n z r- to a C Z =—z�Do Z 0 rJ ui ZU- `Z I-zLL�oOu_U w� L OMinco0 Lu JcnW a 0 z~0 a - a JpPgn Tll��7i� y ; No.58201Ila } = 'STA. CE flF 0 � Al.0N���� 8/1912020 LUCAS A. TURNER, P.E, FL PE # 58201 2428 Old Natchez Trc Th Camden, TN 38320 PH,941-380-1574 iETDESCRIPT_1 INSTALLATION DETAIL SAWN BT: DATE. AIDE 03/16/09 NG #: CWS-466 E :ALe: SHEET 1:2 T 11 OF 11 General Notes A. CONCRETE & FOUNDATION DESIGN: 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM. 2. ALL 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 - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN 3/4". AIR ENTRAINING +/- 1%- 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. IUk►i MI. 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". ,.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. S. 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 A153. M 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 OTHER WISE. ASTM E 119 ASTM E 1300 ASCE 7 -16 AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-13 ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) 7TH EDITION CURRENTALUMINUM 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. 1. TYP--TYPICAL 2, SIM--SIMILAR 3. DON -- UNLESS OTHERWISE NOTED 4. CONT --CONTINUOUS C. ALUMINUM: S. VIF -- VERIFY IN FIELD 1. ALL STRUCTURAL ALUMINUM SMALL CONFORM TO THE G. RESPONSIBILITY, MINIMUM REQUIREMENTS OF 6005-TSFORALLOY WITH A 1. ALL SITE WORK SHALL BE PERFORMED BY LICENSED MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2, WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES, LOCAL ORDINANCES, ETC. 0.024" SHALL APPLY. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN SPECIFICATIONS FOR ALUMINUM STRUCTURES -ALLOWABLE DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS FOR CONDITIONS. ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN 'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR INC.WASHINGTON D.C. THE FLORIDA BUILDING CODE, 7TH 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED EDITION (CHAPTER 16 STRUCTURAL DESIGN &CHAPTER 20 ON INFORMATION PROVIDED BY THE CONTRACTOR AND ALUMINUM), 4. WHERE ALUMINUM COMES LT4TO CONTACT,W}TIISTEEL, OR --MANUFACTURER, '5 A D TAI'1&NOT SHOWN ARE TO BE ENGINEERED BYA PRESSURE TREATED LUMBER PIIC}} IIIE DIELECTRIC LICENSED P.E. IN ACCORDANCE WITH STANDARD SEPARATION. S. ALUMINUM MEMBERS SHALEWS'Ti E§4 TH-NIi LESS _ ENGINEERING PRACTICES. THAN #10 SMS 6" FROM THE,�,,NI3S 'AND 12 f3N CEIi - "IF USING #1.2 SPACING MAY BE- 16'AYrEI<<' . ...H. MISCELLANEOUS: 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY i. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A SHALL. BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME, TRAILER HOME, ORPRE-FAB HOME "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM, SPEEDS EXCEED 75 MPH" . DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL D. FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME. 1. ALL LAG BOLTS SHALL CONFORM TO S,fA1NLE$S STEEL TYPE 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE 300 18-8, WITH STANDARD FLAT WASHER )ESs ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FBC 7TH EDITION WITH ACQ PRESSURE TREATED WOOD I 4117.1 IN ITS ENTIRETY. 2. HEX BOLTS HAS TO BE ASTM A 325, PLAFFp YRITH STANDARD = tTOR'IONS MAYBE DETERMINED IN THE FIELD BY FLAT WASHERS AND NUTS. "I �TRf(CT(R. 3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, VERS ARE UNDER ALUMINUM MEMBERS THEY SHALL TAL APPROVED EQUAL. REDHEAD, DASSOCI EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, WNWkf:'BONDING TOR MET 4. ALL METAL TIF,S AND ASSOCIATED ACCESSORIES SHALL BE AGENT IS USED FIRST. HOT DIPPED GALVANIZED, I HEREBY CERTUWj I -HAVE REVIEWED S. SCREENING MATERIAL SHALL BE 18X14X0.013 OR THIS PLA A IN EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED COMtId WI C7-1 BC 7TH OTHERWISE. EDiIflIESE1I4I 6. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R31.0.1'°®� SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL % % 7. 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 ffi� 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. g a 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 a 3280.105 L w - F tkp� WOOD FRAMED, NON -HABITABLE LANAI EXTENSION PROFESSIONAL ENGINEER SEAL DESIGN DATA: ENGINEER OF RECORD 1. RISK CATEGORY: 1 2. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130 MPH David W. Smith P.E. NOMINAL. DESIGN WIND SPEED Vasd: 110 MPH FLORIDA LICENSE NUMBER: 53608 3. WIND EXPOSURE: B 4. WIND LOADS - ENCLOSED: Thomas L. Hanson P.E. INTERNAL PRESSURE COEFFICIENT: +/-0.18 FLORIDA LICENSE NUMBER: 38654 COMPONENT & CLADDING PRESSURES: Myron Max Neal, P.E. ROOF: ZONE 1: 12.4/-48.4 WALLS: ZONE 4: 30.4/-33.0 ZONE 2: 12.4/-63.9 ZONE 5: 30.4/-40.7 FLORIDA LICENSE NUMBER: 86663 ZONE 3: 12.4/-87.1 SOLID ROOF (MWFRS): 20 PSF Joel Falardeau P.E. FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6 FLORIDA LICENSE NUMBER: 70667 S. SOLID ROOF TYPE: 3"X48"X.024", 1 LB. DENSITY EPS FOAM COMPOSITE PANEL ROOF, Erik Stuart P.E. FL 7561 OR EQ. FLORIDA LICENSE NUMBER: 77605 DEFLECTION: L / 120 MAXIMUM ALLOWABLE SPAN: 13.44' SITE SPECIFIC DESIGN SPAN: 10.50, 6. EXISTING CONCRETE SLAB AND 4" CAP, PER SECTION W OF GENERAL NOTES. EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE FBC Plans & En Engineering LOADS FROM THE PROPOSED ADDITION g g Services, Inc. HOLLOW SECTIONS INDEX: 6272 Abbott Station Drive Unit 101 2 x 2:---------------------------------------2" x 2" x 0.044" S-1 GENERAL NOTES Zephyrhills, fl. 33542 3 x 2:---------------------------------------3" x 2" x 0.050" S-2 DRAWING S-3 DRAWING Phone: (813)788-5314 2 x 3:---------------------------------------2" x 3" x 0.050" S-4 DETAILS Fax: 1-(866)-824-7894 2 x 3:---------------------------------------2" x 3" x 0.070" Website: www,fbcplans.com 2 x 4:---------------------------------------2" x 4" x 0.050" email: erb@fbcplans.com 2 x 5:---------------------------------------2" x 5" x 0.050„ OPEN BACK SECTIONS DRAWN BY: W.P. -- 1 x 2: ---------------------------------------- 1" x 2" x 0.040" DATE: 10/27/21 REVISION: DATE: 1 x 3:----------------------------------------1" x 3" x 0,045" SNAP SECTIONS Ro 1 2 x 2 Snap: ---------------------------------- 2" x 2" x 0.045" RO 2 2 x 3 Snap: ---------------------------------2" x 3" x 0.050" RO 3 2 x 4 Snap:--------------------------------- 2" x 4" x 0.045" RO 4 SELF MATING (SMB) #21 _1022_292 2 x 4 SMB:--------------------- 2" x 4" x 0.044" x 0.100" 2 x 5 SMB:---------------------- 2 x 6 SMB:---------------------- 2" x 5" x 0.050" x 0.118" 2" x 6" x 0,050" x 0.120" PROJECT ADDRESS. FRANK & BARBARA WILSON 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" 3532 PERIDOT LN. 2 x 9 SMB:---------------------- 2" x 9" x 0.072" x 0.224" EMERALD POINTE RV 2 x 10 SMB:------------------- 2" x 10" x 0.092" x 0.374" ZEPHYRHILLS, FL 33540 CONTRACTOR: OWNER NOTES -1 10'-0" EXIST. LANAI REMOVE EXISTING -- WALL (OPTIONAL) — --------------- --------------------- ATTACH 2X4 STUD TO EXISTING WALL FRAMING W/16d NAILS 0 12" O.C. PROPOSED LANAI EXTENSION EXISTING 4" CONCRETE CAP 0 00 f, 101-0" X (0 M n- FRONT ELEVATION CL F 52X37 SH 10'-0" rt nrvr-e r1� •xi I/-t- =I —U •= * ■� �r . am a* #. � G� s • 2 6 " l_ \wd loll EXISTING DRIVEWAY I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AN7 E'QUPP LT TO BE IN COMPLIAN,Ck*Prtk3tlt#-X DFBC7TH EDITON'kgSID r,�n &.EX " e ,ov PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal, P.E. FLORIDA LICENSE NUMBER: 86663 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 Website: www.fbcplans.com C.O.A. - #29054 DRAWN BY: W.P. DATE: 10/27/21 REVISION: DATE: RO 1 RO 2 RO 3 RO 4 •'CI�'t►L�D PLAN/ELEVATIONS S-2 3"X48"X.O24" 1 LB. DENSITY EPS FOAM COMPOSITE PANEL EXISTING COMPOSITE ROOF, FL 7561 OR EQ. ROOF ---- --- -------------- ----- — --------- 7 --------------------------------------------------------- ------------------- --------------------- -------------------------------------------------- -------- ---- EXIST. LANAI ----' I s 00 20'-0" EXISTING 4" PROPOSED 2"X4" STUDS @ 16" O.C. CONCRETE CAP LANAI EXTENSION FINISHED WITH VINYL SIDING, RIGHT SIDE ELEVATION SEE WALL SECTION 1 /4"=1 '-0" EXISTING COMPOSITE ROOF • 0COMPOSITE iROOF, FL 7561 OR EQ. EEPS FOAM ----------- —-------------------- —--------------------- ------------------ ------------------------------ i � t EXIST. LANAI 1 1 a t •� EXISTING 4" CONCRETE CAP LEFT SIDE ELEVATION 1 /4"=1 '-0" IHEREBY CERTIFY T I4-14VEREVIEWED THIS PLAN AN w(V $fI" COMPLIAN 'tH A Ef' l 7TH EDITION R,EIdA� LkI . , �V� °"- WO e� PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal, P.E. FLORIDA LICENSE NUMBER: 86663 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 Website: wwwfbcplans.com C.O.A. - #29054 DRAWN BY: W.F. DATE: 10/27/21 REVISION: DATE: RD 1 RD 2 RD 3 R0 4 PROJECTDD FRANK & BARBARA O 3532 DO EMERALD POINTE RV r r f • PLAN/ELEVATIONS 2X4 DOUBLE TOP PLATE SIMPSON RSP4, LSTA12, SP2 OR EQUIV. @ EACH STUD`' 7/16" OSB OR 1/2' PLYWOOD SHEATHING, SEE NAILING NO SIMPSON LSTA12 OR EQUI @ THESE LOCATIONS 2X4 JACK STUDS PER CHAR 2X4 FULL LENGTH/KING SPUDS PER CHART ATTACH JACK TO CO STUD W/12d NAILS i 16" O.C. 2R DB PL' CE INSTALL DOORS IN OPENING PER MANUF. INSTALLATION INSTRUCTIONS 6'-a' V. r JT _tJL 1 CRIPPLE STUDS @ 16' O.C. 2X HEADER W/1/2" WOOD SPACER PER CHART '.X4 STUDS @ 16" O.C. JMPSON SP2 OR EQUIV. 2X4 BASF. PLATE 1/2"0 WEDGE ANCHORS W/STANDARD SIMPSON DSP, SPH, SSP OR EQUIV. WASHERS, 12" FROM CORNERS, 6" FROM WALL FRAMING FOR @ STUDS TO BASE PLATE OPENINGS AND 24" O.C. W/4" MIN. EMBEDMENT DOUBLE DOOR TYP. DOUBLE 2X4 TOP PLATE DOUBLE 2X WOOD — HEADER, SEE CHART 2X4 JACK STUD ATTACH JACK TO CONT. STUD W/10d NAILS @ 16" O.C. SIMPSON DSP OR EQUIV. @ STUDS TO BASE PLATE WALL FRAMING FOR WINDOW OPENINGS SIMPSON RSP4, LSTA12, SP2 OR EQUIV. @ EACH STUD 2X4 CRIPPLE STUDS @ 16" O.C. INSTALL WINDOW IN OPENING PER MFGR. INSTALLATION INSTRUCTIONS 7/16" OSB OR 1/2" PLYWOOD SHEATHING, SEE NAILING NOTE 2X4 CRIPPLE STUD S @ 16" O.C. SIMPSON SP1 OR EQUIV. AT TOP & BOTTOM OF STUD, TYP, 3" COMPOSITE PANELS FASTENED TO TOP PLATE W/1/4"O LAG SCREWS W/NEOPRENE WASHERS, 1-1/2" MIN. EMBEDMENT @ 8" O.C. DBL 2' X4" TOP PLATE (ONLY NON -TREATED WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE IMPERVIOUS MOISTURE BARRIER) DBL. 2X HEADER WITH 1/2" PLYWOOD SPACER OVER OPENINGS, SEE HEADER TABLE. METAL FLASHING/CAULK OVER DOOR OPENINGS VINYL SIDING OF CHOICE APPLIED PER MFG'S SPECS. 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING WITH AN APPROVED VAPOR BARRIER SHEATHING SHALL OVERLAP BOTTOM AND TOP PLATES. (SEE NAILING NOTE). 2"X4" STUDS @ 16" O.C. 2X4 P.T. BASF. PLATE 1/2"0 WEDGE ANCHORS W/STANDARD WASHERS, 12" FROM CORNERS, 6" FROM OPENINGS AND 24" O.C. WITH 4" MIN. EMBEDMENT AND 1-3/4" MIN. EDGE DISTANCE TYP. HEADERS 0 BEARING WALL SIZE SPAN `W' JACK STUDS SUPPORTING COMP. PANEL ROOF (2) 2"x4' 4'-4" 1 2 2"x6" 6'-4" 1 (2) 2"x8" 8'-0" 2 (2) 2"x10" 1 9'-6" 2 (2) 2'02' 1 V-6" 3 DBL. HEADERS W/f PLWD. SPACER, GLUED & NAILED W/2 ROWS OF 12d NAILS STAGGERED @ 12" O.C. EACH FACE METAL FLASHING OR OTHER APPROVED FLASHING MATERIAL SHALL BE APPLIED OVER DOOR & WINDOW OPENINGS TO PREVENT WATER PENETRATION INTO THE WALL CAVITY OR STRUCTURAL FRAMING COMPONENTS, PER R703.4 WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND SHALL BE PRESERVATIVE TREATED PER FBC SECTION 317.1.5 WALL PANELS (PLYWOOD) NAILING NOTE: NAIL 8d NAILS 6° O.C. @ EDGES & 12" O.C. IN FIELD. ROWS OF NAILS SHALL BE7' MIN. FROM PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. OVAL CODE .... PRODUCT CHART STRUCTURAL- COMPONENTS SIMPSON H SIMPSON 90A FLIG4 SP2 FL10456 6 56 SIMPSON DSP FL10456 SIMPSON SPH FL10456 SIMPSON ABU ABW FL10860 SIMPSON LST MSTA FL10456 SIMPSON C516 FL10455 ALL CONNECTORS AND FASTENERS IN CONTACT W/TREATED WOOD SHALL ZINC COATED GALVANIZED STEEL OR SIMPSON 'ZMAX' SIMPSON SP2 OR H2.5A PLATE TIE OR EQUIV. 2X BLOCKING FOR PANEL SPLICE WHERE WALL HT, EXCEEDS PANEL LENGTH INSTALL WINDOW FOLLOWING MANUF. INSTALLATION INSTRUCTIONS NOTE: VINYL SIDING MUST BE INSTALLED OVER A MINIMUM 7/16" WOOD STRUCTURAL PANEL SHEATHING (PLYWOOD OR OSB) WITH AN APPROVED WEATHER RESISTIVE BARRIER PLACED UNDER 'THE SIDING. SIMPSON SP1 PLATE TIE, OR EQUIVALENT r y EXISTING 4" CONCRETE SLAB —�-1 AND CAP PER'SECTION A' OF GENERAL NOTES WALL SECTION I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCIm I 'I "E 7h I,6 AND FBC 7TH EDITIONI�"i[ L 8t G Z as e PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal, P.E. FLORIDA LICENSE NUMBER: 86663 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 ZephyrhilIs, fl. 33542 Phone:(813)788-5314 Fax: 1- (8 66) - 8 24-7 894 Website: www.fbcplans.com C.O.A. - 429054 DRAWN BY: W.P. DATE: 10/27/21 REVISION: DATE: RO 1 RO 2 RO 3 RO 4 1 3532 'D EMERALD POINTE RV CONTRACTOR: ( 11