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Home My WebLink About20-476 m r' F OMA City of Zephyrhills PERMIT NUMBER - 5335 Eighth Street Zephyrhills, FL 33542 BAR-000476-2020 Phone: (813)780-0020 id Fax: (813)780-0021 Issue Date: 08/10/2020 Permit Type: Add/Alter (Residential) Property Number Street Address 03 26 21 0180 00000 0760 37120 Cullens Trail Owner Information Permit Information Contractor Information Name: RONALD&SUSAN COPPLE&ALTI Permit Type:Add/Alter(Residential) Contractor: HOME PERFORMANCE Class of Work:Add/Alter Residential ALLIANCE INC _ Address: 37120 Cullens Trl Building Valuation:$13,500.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (618)267-1011 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$13,500.00 I / Total Fees:$161.25 Amount Paid:$161.25 Date Paid:8/10/2020 12:26:19PM Project Description REPLACE 10 WINDOWS S/S Application Fees. Building Permit Fee $107.60 Building Plan Review Fee $53.75 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIG URE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780.0021 Building Department Date Received Phone Contact for Permittirr q � Owner's Name R&`U%IIW /L.Ife- tO PPL.L Owner Phone Number 61FS -Z{r7- iw 1 Owner's Address 3 1 a7 C UILLe"% �' � Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address 7 .I�/�k a �y I JOB ADDRESS f I CULLe� ZC_ h LLK F-L LOT# r b SUBDIVISION I S I,tJJ PARCEL ID# 03'�"21 -o l�fO-O�oop-tSl6b (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONsTR e ADD/ALT = SIGN = = DEMOLISH FKI INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLO /C �K a��0 FRAME = STEEL = DESCRIPTION OF WORK /6eT�b Ace- cn t FOB TZG W1"i 00,AJ3 b BUILDING SIZE SO FOOTAGE HEIGHT E�WBUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ 10 { =MECHANICAL $ VALUATION OF MECHANICAL INSTALl-AT18N bb6 (nfi�(��1 J c��(a,— =GAS = ROOFING 0 SPECIALTY = OTHER ✓0 V`{ FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA AYES NO BUILDER COMPANY SIGNATURE F REGISTERED I Y/ N" FEE CURREN L11 N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/'N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE F REGISTERED Y/ N FEE CURREN Y/N Address License# gu.minq � HER m�9 COMPANY I� PCQ engce (,LI tee_ SIGNATURE / �nRpEE_GIISS_TERED N FEE CURREN (N,S, Address `��b �L s�� C,,t VUr— 31W LL License# C (ISOa c RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpstei;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) •• Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers" Service Upgrades A/C Fences(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED The undersigned understands that this permit may ba subject hm^deed^restrictions" which may bo 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. Furthmrmona, if the owner has hired a contractor orcontractors, he is advised to have the contnactmr(o) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the oontnamtor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes,.as amended): If valuation of work is $2.500.00 or more, | certify that |, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by thm Florida OepadmerdofAQ�nu|tune and C|mnoumer/#fm|rm. If the app|�mntkesomeone other than the^owne� certify deliver itbo the^mwnar" prior tocommencement. - CONTRACTOR'S/OWNER'S AFFIDAVIT: | certify that all the information in this application imaoourahnand that all work will he done in compliance with all applicable |mvvo regulating cunmdruc±ion, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. | certify that no �rkorin�tm||otionha000mm�noedpriortmiaau�noeofoparmitandthe�oU m*»r�v�Ub� pe�orm�d work meet standards of all |axxm regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. | also certify that | 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 toba|ncompliance. If| am the AGENT FOR THE OWNER, | promise in good faith to inform the owner ofthe permitting conditions set forth in this affidavit prior hmcommencing construction. I understand that a separate permit may be required for electrical work, p|umbinQ, signn, vmnUo, puo|o, air condiUon|ng, gao, or other installations not apao0maUy included in the application. A permit issued shall bm construed tobea license to proceedwith the work and not ao authority to violate, cancel, alter, mr 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 p|ana, construction or violations oƒany codes. Every permit issued shall boomrna invalid unless the work authorized by such permit is commenced within nix months of permit hnmuancm, 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 bmrequested, in writing, fnjm the Building Official for a period not hmexceed ninety (@0) days and will demonstrate justifiable cause for the extension. |f work ceases for ninety/9D\consecutive days,the job`o considered abandoned, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT NNAY,RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY' IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER OR AGENT 8ubocrihod and sworn um(or affirmed)before,methisSubscribed and sworn to Lor affirmed)before me this Who is/are personally known to me or has/have produced Who ishire perso'nally known to mdor hasthave produced -_ --.~.. Notary Public Notary Public Commission No. Onmm|ooinnNo Name of Notary typed,pnntemo,stamped Name of Notary typed,printed mstamped 49NNotary Public State Of Florida Frank Thompson 07/3112022 Expires 07/3112022 v " • Plan Review Windows & Doors 1) :Need, manufacturing installation specifications-. 2) Must meet sections R308 and 116.12 ofthe 2017 F.B.C. 3) If..windows are to be installed inside the historical district,they will need to be approved- by the historical'committee. 4) No other work shall be permitted (framing, plumbing;'and.mechanical) unless.otherwise specified: S) Thin is for replacement (glass for glass) only. If you wish to change from screen or vinyl windows to glass;then additional information is required. 6:) All windows to wall connections shall be.left visible for inspection. 7) All labeling and stickers.shall remain on windows until final.inspection._ 8;) No work shall start without permit first. INSTR#20201 203J9 OR BK 10144 PG 3152 Page 1 of 1 S/H 07/28/2020 09:09 AM Rcpt:2186364 Rec: 10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller • U Permit No. Parcel ID No 03-26-21-0180-00000-0760 NOTICE OF COMMENCEMENT Sty of Florida Cowdy of Pasco THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter T13,Florida Statutes, the foGowhrg Information is provided in this Notice of Commencement 1. Description of Properly:Parcel IdeMdxation No.STEPHEN'S GLEN AT SILVER OAKS PHASE THREE PB 32 PGS 544%LOT 78 OR 8800 street address: 37120 CULLENS TRL 2. General Description of Improvement REPLACE WINDOWS AND OR DOORS SIZE FOR SIZE 3. Owner Infomsation or Lessee Inbrinalion if the Lessee cmdratdad forthe Improvement RONALD&SUSAN COPPLE 37120 Name TRL ZEPHYRHILLS FL Address Clly State Interest in Property: 1009E Name of Fee Simple TNehoWer - Of dtiiemnt from Omer listed above) Address 4. Contractor HOME PERFORMANCE ALLIANCE City State 178o im ND Ayh N SUITE 500 ST PETERSBURG FL Address City State Conbadafs Telephone No.: (727)538-4140 5. surety: Name Address City Slate Amount of Bond:S. Telephone No.: a. Lender. Name Address City State Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Stables: Name Address City State Telephone Number of Designated Parson: 8. In addition to himself,the weer designates of to receive a copy of the Lieror's Notice as provided in Sectors 713.13(1)(b).Florida Statutes. Telephone Ntimber of Person or Entity Designated by Owner. 9. Expiration date of Natica of Commencement Ohe aspiration date may not be before the completion of consbu:timn and final payment to the conhactor,but will be are year from the data of recording wdess a ditkrent data is specilled): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT RRESULTOtINIYOURDPYING TWICE FORNIMPROVVEEMENTHSTO YOIIRPPROPtR'CAA N01 1Cif O OCOMMEf C MENt MUD TBEBE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under de Impenalty of end Fir.ibe I declare ro that have read the foregoing notice of eammenccmeM tin and that the facts stated therein am e to the hest f. STATE OF FLORIDA COUNTY OF PASCO SigneWra 6f Owner or Lessee,or Owner's or Lessee's AAhofaad OfOcadDiredodPartnedManager, SignatorysTite/019ce- n— The foregoing Interment was adnowledged before me tfis=0j'.10—;y -ash (type of authority.e.g.,officer,trustee,ariamry in tad)for t7"PP'0 p—pe (narmf otwhom ardwasemaded). Personally Known❑QB Produced Identification Notary Signehae /+ Type of Identiricaton Produced Name(Print) oi;s<v.Mio;••, BRIAN COTHERN =r• MY COMMISSION#GG 214627 �'• o EXPIRES:May 6,2022 -•;lFOF F��e- BC^dad Thru P!otary Public Underwriters p wpdatafbts/naff eccmnwneement_pd153048 - ►`r" ^ ' STATE OF FLORIDA,COUNTY OF PASCO THIS|STO CERTIFY THAT THE FOREGOING |SA. TRUE AND CORRECT COPY 0F THE DOCUMENT ON FILE OROF PUBLIC RECORD|N THIS OFFICE WITNESS N)Y HAND AND PF(C| NIKKI ALVAREZ"-SO5� K PTR LLER' PUTY CLERK Ronald Copple 518196 1 11 . 1.7 1 10 � FLI � v 32a t:i F�ti�35S �3 .1 FG. 1 �_Y P. �►oq3. � FLl�35�1• � 5-77 -7 Last Revision Date:0918 Page 3 of 6 Cash QLoan dots signed at sale " /i'�l(�h ®..oandocs NOT signed at Site inspection OPaper docs signed at Site Inspection V�I�JC�U tl U dos signed at Site Inspection Sent to Measure: Thursday,July 16,2020 Notes: pp ,U �oC,g e�y� �� `! Date Measured: 0 m Class rin 45(8.64) Wind Velocity in MPH 137 S18196 - f.L�d' 1 O ° p '' ''..3 _ cam.. ttti_ ..•L., - as i. d.a%• .? . Ap gcNoc Imn Ronald Copple Frame Type p� C LMC Applicant Phone/Email (618) 267-1011 rscopple4l@yahoo.com Exterior Siding S p V C,Co Co-A plicant 0 C n Loan Susan Copple Year Built 1995 n N Co-Applicant Phone/Email (618)267-3927 Bucking Req Contract Date/FOR Wednesday,July IS,2020 iftnday,Aft 20,202a Color �6 ffll Home 37220 Grids -------- l-_-_-_-_-_-_-_-_-_-_- Address Zephyrhills,Fl.33542 Frosted County Pasco Impact Sales Rep Josh Jenson Non-Impact B p Phone Number (425)583-9635 Window Shields Email Address Jeenson@hpawindows.com Door Shields Branch St Petersburg Cust.snit Custom sr ag,aes"0 the abvv la rt^ `1• i'+M•, r i�' A•.iF�^ .'/14;�`. ,: i �°� '� r��!,ls'5��a;> GG vp�( �r.:� `via: �// �1��",i•� ,�ry�(Y,J./ :x;E<•�,eQ��'i�+�>�,tr:''�.��/Ert!,i��; 1 J 7'i L 5L Y.l' 9)°J 1 � 3 TvL eL5.Tf is 11 Ir 5��; T& s aft a ^5 to �,.4�06�.• �'& (2.u�� °42 11 12 13 14 15 16 17 18 19 20 Customer Sign ..�� , paw: �-7/ -Z- / 2© Do you have an HOA,Yes or No - - .. .. (Please drde one) Measured.By; —fsPJq'!f J _ - - Do you live in a Flood zone: Yes or No Date Measured: 017 / (Ploasecirdoona) Last Revision Date:0918 Page 1 of 6 7/27/2020 Florida Building Code Online l4C q. 1!! q�pfy� BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Facts Publications Contact Us �• BCIS Site Map,I Links 'Search b a _ • .®:I Product Approval l[X r �� USER:Public User FL L,j'0q;, f Product Appmval Menu>Product or Application Search>epplication List>Application Detail js�Is' r 1— • � • �- _;� ,m FL# FL4093-R9 •,.,; .: Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer C tom'W.indow--Systems Inc. Address/Phone/Email ` 9-00 SW 44th Avenue Ocala, FL 34474 �g� A AA � �� (352)368-6922 Ext 291 P` V �Y Y � TG _ jlathrop@cws.cc CITY OFvz�EpPHY'RHILL Authorized Signature Kevin Pine PLAN EXAMINER / kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th�U WORK SHALL COMPLY WITH PREVAILING Ocala,FL 34400DE FLORIDA BUILDING CODE, (352)368 69 �. Ai ELECTRIC CODE, jlathrop@cws�tN`D THE CITY OF ZEPHYRHILL,9 Quality Assurance Representative Arturo MonteQPPINANCES Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows ) Subcategory Mixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2030 Validated By Steven M.Urich, PE l Validation Checklist- Hardcopy Received Certificate of Independence FL4093 R9 COI EvalReport234F.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/CSA/101/I.S.2/A440-05 2005 AAMA/W D MA/CSA/101/I.S.2/A440-08 2008 PA TAS 202 1994 Equivalence of Product Standards Certified By hftps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquz931%2b4g5faCwYPbNZrr6Kc3j7EcCl BDg%3d 1/3 7/27/2020 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 4093.1 ;; 8300vnylyFin/Flange Picture 8300 W i Vinyl Fin/Flange Rietu`re:rWlndow l=dow Limits of Use Installation Instructions Approved for use in HVHZ: No FL4093 R9 II CWS-339E.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impd&Aesiitaan : No Created by Independent Third Party:Yes 4 gn•Pressure:N/A Evaluation Reports Other:See detail for sizes and DPs.Glass complies with ASTM FL4093 R9 AE EvalReport339E.pdf E1300-04. Created by Independent Third Party:Yes 4093.2 PW-8100 Vinyl Fig/Fin Picture PW-8100 Vinyl FIg/Fin Picture Window. Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL4093 R9 II CWS-234F.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:+40/-40 Evaluation Reports Other:See detail for sizes and DPs.Glass complies with ASTM FL4093 R9 AE EvalReport234F.pdf E1300-04. Created by Independent Third Party:Yes 4093.3 PW-8150 Vinyl Fig/Fin Picture PW-8150,Vinyl Fixed Window, Non-Impact. Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4093 R9 II CWS-506C.pdd Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See detail for sizes and DPs.Glass complies with ASTM FL4093 R9 AE EvalReport506C.pdf E1300-04. Created by Independent Third Party:Yes 4093.4 PW-8150 Vinyl Fig/Fin Picture PW-8150 Vinyl Fixed Window, Non-Impact,Continuous Head& Window Sill. Limits of Use Installation Instructions Approved for use in HVHZ: No FL4093 R9 II CWS-511C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reports Other:00,See detail for sizes and DPs.Glass complies with FL4093 R9 AE EvalReport511C.pdf ASTM E1300-04. Created by Independent Third Party:Yes 4093.5 PW-8300 Vinyl Fig/Fin Picture PW-8300,Vinyl Fixed Window,Non-Impact. Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4093 R9 II CWS-507C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See detail for sizes and DPs.Glass complies with ASTM FL4093 R9 AE EvalReport507C.pdf E1300-04. Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faCwYPbNZrr6Kc3j7EcCl BDg%3d 2/3 7/27/2020 Florida Building Code Online Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: wit'.=� W eCCec M Credit Card Safe hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faCwYPbNZrr6Kc3j7EcCl BDg%3d 3/3 GENERAL NOTES: PICTURE WINDOW - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VVINDOW SYSTEMS I\ TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 851/4"MAX.FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3) WWW.CWS.CC �84"MAX.UNIT WIDTH 3.CONFIGURATIONS:'0'. ARCHITECTURAL SHAPES INCLUDE,BUT ARE 81 1/8.GLASS DLO WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 8300 PVC A 4.DESIGN PRESSURE RATING(SEE SHEET 4): PICTURE WINDOW -_ -- — -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND NON-IMPACT GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES a z ¢z 3 971/ 00' ASTM E-1300-041/09. F ❑w 0 Q F w 00 0* MAXFLANGE z W O o HEIGHT B B 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED ❑ ¢0 z Q�Z H O I==m IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR I-w z�3�_ DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD z z=m¢Q w O 0 ANCHOR CALCULATIONS. OU 00 fp 1-Z a F= a D CO 96" O 931/8 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE z O C7 U uj Z U MAX. GLASS SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. ¢ Z LL 2 O O LL Z UNIT DLO ¢�0 LU 0 R; HEIGHT I B 7.ALL FRAMES FULLY WELDED. ¢Ir Q F y L) Z 8 0 LL0wU)0wmw O 8.SERIES/MODEL DESIGNATION PW-8300. ¢a z= 0 p(0 y 8 O wl-0 D-=¢> 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a a ¢ N wa D 0=FIXED SASH C I 10 SECTIOIO CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �y`PNOREW:�%,', C A A JGp..��CENSF•.;Qy�i 8 No 58201 Q:• STATE OF :W 121 1/4"MAX FLANGE WIDTH ��•' OR I P' 120"MAX.UNIT WIDTH Lucas '�.�s,S,/ONA;E�.►`�` 117 1/8"GLASS DLO Turner 2017-08-30 49„ —I ——— — 17:13+20:00 x� MAX FLANGE HEIGHT I 8/28/2017 O 45 1/8" 48" GLASS DLO LUCAS A.TURNER,P.E. MAX I FL PE#58201 UNIT 1239 JABARA AVE. WEIGHT NORTH PORT,FL 34288 1� PH.941-380-1574 SHEET DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS.....1 DRAWN BY: DATE: ARCHITECTURAL SHAPES.................2 GLAZING DETAILS...............................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ADE 02/08/09 COMPARATIVE ANALYSIS..................4 SECTION VIEWS&ALT.FRAME........5 84"x 96" SEE COMPARATIVE ANALYSIS NONE DWG#: REV.: BOM&EXTRUSIONS...........................6 CWS-339 E ANCHOR SCHEDULE&NOTES..........7 120"x 48" CHART, SHEET 4 NONE, SCALE: SHEET INSTALLATION DETAILS.....................8 1:33.33 1 OF 8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8300 PVC PICTURE WINDOW NON-IMPACT a z �: az3 F aw0 ¢wpo FULL ELLIPSE(OVAL) w o w W zOz Ir D. r-W ZF-3:21 0 z Z=:Ea¢wpp O OFOd<XI._M fDF-Z F(D IL FULL CIRCLE Z z0(9z,cn p 3 U z a —,20( z TOMBSTONE TRAPEZOID ¢ <a Fw-�H z_ p0¢l}AO w(AW FLL 0JoHM a =�p w , d wa>- Cc 0REkj, f 4� ��. No 582010 :11� 1/2CIRCLE OCTAGON '9 i STATE OF .qua S+dNA; NOTES: 1.SEE SHEET 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. THRU FIN-WOOD OPENING. 7 h 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 8/28/2017 RECTANGULAR WINDOWS ON SHEET 1. 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS LUCAS A.TURNER,P.E. MUST FOLLOW THE LAYOUT SHOWN ON SHEET 7,WITH ANCHOR FL PE#58201 SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1239 JABARA AVE. NORTH PORT,FL 3428E PH.941-380-1574 SHEET DESCRIPTION: ARCHITECTURAL 1/4 CIRCLE TRIANGLE SHAPES DRAWN BY: DATE: ADE 02/08/09 DWG#: REV.: CWS-339 E SCALE: SHEET 1:1 20F8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 7/8'OVERALL - 7/8"OVERALL 1"OVERALL 3/16"ANNEALED 3/16"TEMPERED 1/4"ANNEALED 8300 PVC 112"AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE PICTURE WINDOW 3/16"ANNEALED 3116"TEMPERED 1/4"ANNEALED NON-IMPACT 9 PURFECTGLAZE'H' 9 PURFECTGLAZE'H' 9 PURFECTGLAZE'H' J SIKAFLEX 552 SIKAFLEX 552 SIKAFLEX 552 a ? w Q 5 1/2"GLASS BITE 5 1/2°GLASS BITE 5 1/2"GLASS BITE H W Z O Z Z=�Q¢w�p 10 10 10 O OHO6¢¢F.¢ U U�_�ZdF-cA 0• al�P �� ON,]� Z 007 -Z0pp Q FZzZ LL pOu-Z INFO r7GLASS � ¢ �aOFFFp- 0:Erz)�w LL(n (A0 Wfnwz a9=E Qo5ju)p wF-O D_=¢>GLASS TYPE A TYPE C GLASS TYPE E a X: d ¢ a U) q NpREW�10i,, ........ c E N S� Al ��t•No 582D1 :7� 1°OVERALL 1"OVERALL 1"OVERALL 3/16"ANNEALED 3/16"TEMPERED 1/4"TEMPERED �9; STATE OF .L0� 518"AIRSPACE 518"AIRSPACE 1/2"AIRSPACE 1©P 3/16"ANNEALED 3/16"TEMPERED 1/4"TEMPERED �4 S�OpIA; 9 PURFECTGLAZE'H' 9 PURFECTGLAZE'H' 9 PURFECTGLAZE'H' SIKAFLEX 552 SIKAFLEX 552 �IKAF 552 5 1/2"GLASS BITE 5 1/2"GLASS BITE 5 SS BITE 8/28/2017 10 10 10 LUCAS A.TURNER,P.E. FL PE#58201 123 1239 JABARA AVE. O O NORTH288 PH.9411-380-574 Y'--' SHEET DESCRIPTION: 2 2 2 GLASS TYPE B GLASS TYPE D GLASS TYPE F GLAZING DETAILS DRAWN BY: DATE: ADE 02/08/09 DWG#: REV.: CWS-339 E SCALE: SHEET 1:1 3 OF 8 WINDOW SHORT DIMENSION,UNIT SIZE(IN.) N�Z _co O A c N cn O OAo N m -0ON D—O vet 0 D-a D D v Z D-o - D-o D-o D D-o D-o D � cn et v et v et v et v et o m v et o m o m v m- N m n 00 v -n °0-n m-n m -n °°-n C0-n m -n v-n W-n W m y vmi v am 77v c°mmc° mmmcommcomm comp c° mm commc° mmcomm om o o o o o o o o o o J o o 6 o p W Z Z 0 °� O O p 0O Dcn f0 cn mm mom 0 met ON* (0 mOO m o o o o o o 6 p p � p p p p .i ow m O N N O O m O O m m O O m O O m O O m O O N O O m m Z O N V O m V Dm m O O in OS'OO' in OS' OO' ,m OS' Om O O m O OO mV OS'O m O O N =mmx C) i z r cop c°mm comet c° mmc° mmc° mmc° mmc°mm mmp� comm 6 O m v O O J O O V O O V O O J O O J O O �l O O V O O V O O A �i N m 0 0 m 0 0 01 0 0 01 0 0 O) 0 0 O)0 0 m 0 0 m 0 0 V) O O N 0 0 W m N� U) {N p� Z G) o N O°1 mW N V O V V O O V O O �,J° 0 0 )J° O O J O O J O O V O O .. . . N S z m et W(0 6 m 0 0 m O p m 0 0 m 0 0 m 0 0 LN O O m O O m O O m O O A * m r m O U) Z cn f�0 m A t0 m et (0 m et f0 m et f0 m (D m (O m et t0 m et (0 m et tD 0� m C C 9)(0 O N O D1 O O O O v O O V O O V O O D O O o D O O m O O W m O W m O A m 0 0 m 0 0 m 0 0 N O O (n 0 0 in 0 m 0 0 � m v Z m p�WW m A W m A W m m W m m , W -n 0O OVOO ZOO `- W N W m W W m N tJ(T(T O C U1 Z OVj m.. N ,OV1 N et W W m N O T O O V O O V O O V O ,DWI O O N m D W W W O W W W J N 6 O A m 0 0 m 0 0 m 0 0 0f 0 0 M O O 177 Z Z v Z A J A J A V m A W m A f0 m (0 m et f0 m et f0 m et (0 m et c0 m et C O m O m m q W m Oo N V O V V O p V O O D O O V O O V D G m v m m A V A V A W m A fD m A (0 m et 0 m et 0 m et fD m m v c0 m et m � C) N W W p m p (T)W N V O Vn V O N �l O m O O 9) m 0 0 co m p O C m m co m 0.:i O m N T OD N O W(,AO W V O V �,AD D 0) m J;. A Iv W 0 V W O W 0 0 0 W m 0 0 (n 0 0 O � m m O C °ml O Om)OA A' V A A J A A J A A W P A t0 m A 9 m A f0 m et D N O W O A O)W f0 Du Vt m N V) (J m et �l O N v 0 0 � r O O W W.: W 0, f0 O A O)W O) + J m W N W 0 A m m p A in 0 0 A A A m m j m p m p)A m m m O O O N N O 0 0 0 p A A m et m m A m m m p p 0 0 P)9) C 0 0 p co ?A c0 t0 A 0 0 0 W 00 V J HO O O c0fAAJAN 0--m- k mOWAAA OO t N n n z c P�� d*��+��/h PROPRIETARY AND CONFIDENTIAL 0 o & v et D _ w m a y�: 9iS' THE INFORMATION CONTAINED IN E O w m m=�ry +�y:.�'tn z�;y�� THIS DRAWING IS THE SOLE Z C coW c�n�� cD D_I s O ca m :Z O ° m cs' PROPERTY OF CUSTOM WINDOW = m O n x v < °z D c ca D;A m * ^ Z;m+ SYSTEMS,INC.ANY D a < o D 4-n D N z ;O O o Co.�� REPRODUCTION IN PART OR AS A > z w et 3 ?_ N '• z m r y 2 m ��2,9 T) ":�yea` WHOLE WITHOUT THE WRITTEN D Z w+ OT m et a N m J '.��iti.., taC�, PERMISSION OF CUSTOM WINDOW p A co-� 8 � m m ��F�R";�� SYSTEMS,INC IS PROHIBITED. 0 INTERIOR umimm 1900 SW 44TH AVE. g g OCALA,FLORIDA 34474 W W W.CWS.CC 8300 PVC 17 I PICTURE WINDOW NON-IMPACT �❑ ❑( a z � ¢z� a� ( � z wWO QWOpO I o Zoz}occ�m 1 ' 0 F W O Z F=O x Z Z x m Q Q W O O OF-OzaxFo_ m:z H 50 O z oO�usZZ)v6 3 5 15 1 5 4 Q 2� -Ou-Z > ¢SOW-xO- z SECTION VIEW B-B w O O Q}p w a7 w ❑ Z w 0-1EDH o_ m O Lij wo�> 8 a D- M a.. RE�W T ��Vy�;.��C E NSA GQtirL INTERIOR 58201 ,s S i,�fSSfOtUA��0� 5 no �� 15 8/28/2017 O LUCAS A.TURNER,P.E. FL PE#58201 2 1239 JABARA AVE. 1 NORTH PORT,FL 34288 PH.941-380-1574 SECTION VIEW A-A SECTION VIEW C-C SHEET DESCRIPTION: ALTERNATE FIN FRAME SECTION VIEWS DRAWN BY: DATE: ADE 02/08/09 DWG#: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-339 E 9,11-14 SCALE: SHEET 1:1.33 5 OF 8 PARTS LIST FRAME CORNER �7�7�vf�j� ITEM PART# DESCRIPTION VENDOR MATERIAL CONSTRUCTION �ISA��ILGC4 m 1 H-6006B Fr.,PW,Main,Head Mikron PVC WINDOW SYSTEMS 2 K6006B Fr.,PW,Main,Sill Mikron PVC 1900 SW 44TH AVE. OCALA,FLORIDA 34474 3 H-6006B Fr.,PW,Main,L.Jb. Mikron PVC WWW.cwS.cC 4 H-6006B Fr.,PW,Main,R.Jb. Mikron PVC 5 S-6064 Glz.Bd.,Fxd.(7/8"O.A.I.G.) Mikron PVC 8300 PVC 8 P-3752 Cap Plug,1/2"Hole M&M Nylon CORNER WELD 9 Purfect Glaze"H",SikaFlex552 Henkel,Sika (ALL SIDES) PICTURE WINDOW ,.B NON-IMPACT 10 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. Frank Lowe Rubber 11 P-3684 PW-8300 Gold Cert.Label,NFRC Tab 13 P-3881 Temporary Lbl.(NFRC/DP) r z w o 1n w O o 14 P-3613 CWS Lbl.(logo) z w-i❑ ¢ Z w w z0z rt__w 15 GLASS SEE SHEET 3 z Z=�Q¢�2_ 16 I F6006A Fr.Main,PVC,Fin Mikron PVC O O�o<¢=0 0 17 P-3113 Screw Support for PVC Team Plastics Rubber o Z to F-z Z F-?D. z 00Z) UU7 LINE ITEMS NOT USED: a H Z LL w z O FL O 6-7,12 ¢ 1QOFw..HFz-O- z L�QN 0w0)W z w O.J(n I-_Q. 3 1/8" a 0 co ¢ =FDc W W o F a Q n �. 2 C��j M — 1/16° 5 ��t' No 58201•°'�1� L FM�-- 3 ri 2 1/16° 4 2 7/8" 7/8° O '9: STATE PVC GLAZEBEAD 1° S-6064 PVC FH ME FLANGE 7 r� PVC FRAME FIN 8/28/2017 H-6006A LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 41 380-1574288 NJ PH 3!16° 3° SHEET DESCRIPTION: 1 BOM AND EXTRUSIONS T SCREW SUPPORT DRAWN BY: DATE: P-3113 AIDE 02/08/09 DWG#: REV.: CWS-339 E SCALE: SHEET 1:1 60F8 6"MAX.(TYP.) I�---iI--14"MAX.O.C.(TYP.) 6"MAX.(TYP.) 6"MAX.(TYP.) 1 11"MAX.O.C.(TYP.) 6"MAX.(TYP.)� 6"MAX.(TYP.) H 6 3�4"MAX.O.C.(TYP.) 6°MAX.(TYP.)Ff I �JlYlt'lwlYl4u • WINDOW SYSTEMS OCA A,FLORIDAAVE. OCALA, LORI 34474 WWW.CWS.CC p 6 3/4" MAX.A O.C. MAX.O.C. �P.;.c. gyp.) 8300 PVC (TYP.) p o PICTURE WINDOW ANCHOR LAYOUT-(FLANGE) NON-IMPACT 120"x 48" Q Z ¢Z Q 4 w 0 4"MAX.(TYP.) 8"MAX O.C.(TYP.) Q 0) }¢ O O 0:Z co LL I-w ZI-� =g 4"MAX(TYP.)� Z Z 2 2 Q¢w O 0 ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) 0 0 t-0 6¢¢I.-¢ 84"x 96"WITH TEMPERED GLASS 84"x 96'WITH ANNEALED GLASS U U(A�Z(LF-(D IL 0,owzn — ¢ F?LLM0oLLwF=OZ (TYP ~~ LL (1)0 w(n w 4°MAX(TYP.) 8°MAX O.C.(TYP.) W LL 4°MAX(TYP.)� 0 Fc Z=0 ¢0 >_ O IllM Ir w=¢U) ANCHOR LAYOUT-(FIN) 7 IL F- Q. ¢ a 120°x 48° ,, ... MAX O.C. :GPS.��G E IV SF (TYP-) No 58201 '�� STATE OF A4 NOTES: ,',i�lC• O R 1OP��SS1.NA 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE g:7— GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ANCHOR LAYOUT-(FIN) ALLOWED. 84"x 96" 8/28/2017 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD FL PE#58201 MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 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 PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 8. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1'FOR WOOD AND METAL. DRAWN BY: DATE: ADE 02/08/09 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. DWG a: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-339 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 30O(EXTERIOR DOORS) 1:40 7 OF 8 s MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE WIND VWND ilIlYl4 II\]r��/�I BY OTHERS OW SYSTEMS 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 VWWW.CWS.CC SUBSTRATE BY OTHERS SEE TABLE 1 1/4°MAX.SHIM MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT 8300 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 PICTURE WINDOW INSIDE AND OUT VB MIN.EMBEDMENT SEETABLEI NON-IMPACT SEALANT BEHIND n O O FLANGE BY INSTALLER Z < �1/4°MAX.SHIM �� < � �WOPERIMETER SEALANT Z W-ja <�ZWETER SEALANT BYINSTALLER W ZOZZTALLER INSIDE AND OUT 9 <to§Y O¢�m AND OUT INSTALLATION ANCHOR Z Z=2<¢W O Q ANT BEHIND SEE TABLE 1 0 O U)O U d Fx-co d FLANGE BY INSTALLER SEALANT BEHIND p Z-U)Z Z FIN BY INSTALLER Z Q 0 U C j O- INSTALLATION ANCHOR B HORIZONTAL SECTION C HORIZONTAL SECTION �-W�_O Z_ < Z OWO SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE ¢ <Q O W H F Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION F<- ¢O❑¢r}Z O� W W ¢U)Q WCOLU Fr Z!A W Q J!A F aco O WF--� W=¢>_ x ❑ D_ ~ n ¢ a 011101 1/4°MAX SHIM �,�%%gP ORE vv p� SEALANT BEHIND YJ� ��Cb FLANGE BY INSTALLER O ;JGQ,�•V-� SF°';Q'G�, No 58201 '•11: PERIMETER SEALANT BYINSTALLER MIN.EMBEDMENT INSIDE AND OUT SEE TABLE �3% STATE OF F40 SUBSTRATE BY OTHERS NA�E�� SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 SEALANT UNDER SCREW / n VERTICAL SECTION HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE TCH 8/28/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16'ITW TAPCON 1-1/2' 1-1/8' 1239 JABARA AVE. PERIMETER SEALANT FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16'ITN TAPCON i' 2° BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON 1' 1' INSIDE AND OUT PH.941-380-1574 p HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) W16'ELCO ULTRACON 1-1/4' 2-1/2' 8 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16'ITW TAPCON 1 3/8' 7/8• HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILT!KWIK-FLEX OR RW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 02/08/09 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 7/16• DWG#: REV.: 1/8'ALUM. 6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN. E FILLET, F FULL PERIMETER, ADE ADHESIVE CAULK IS APPLIED FLANGE ( 7/16• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-339 E 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2' 1/2' SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8 t 7/27/i02O Florida Building Code Online It .. Vp :.. NONANO BCIS Home 1 Log In i User Registration I Hot Topics Submit Surcharge I Stats&Facts i Publications i Contact Us I BCIS Site Map 1 Links Search I Florida114010%v� 1-10 USaduct Approval " -7? 7 USER:Public User /r_ {/ `(//Jr+f4+i # ` Product AgRrQvai Menu>Product or Ag Io Icatipn Search>Apottgtion Ust>Application Detail + „ FL# FL17235-RS Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived .. Product Manufacturer 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 ALL WOW BHA LL r CODESTechnical Representative Jay Lathropv NA ONAL E ID�ufl�NG C®[)pREVA/L1PVG Address/Phone/Small 1900 Ocala,F 34474 {AN®ARE Cj��R/C CO DEr (352)368-6922 908YA C, ziepe��°Rf�1'LC� jlathrop@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 lathy 36$•6922 Ext 291 cl- y OWF DAP 6 0 3 2 2 jlathrop@c6922e�`fvy! Category Windows ! P1 ,A Sx4A41 h1 Subcategory Do'ftWilung t t�vd! NER , Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Unch,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 ASTM E1300 2004 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvOQpGQvtVmPYHm2KJwf5Plne9H%2bkOaCJOGOdIZKjhnew%3d%3d 112 7/27/2020 Florida Building Code Online Date Submitted 10/29/2019 Date Validated 11/10/2019 Date Pending FBC Approval Date Approved 11/12/2019 Summary of Products FL# Model,Number or Name Description _ v� i]235.1 DH1650_Vinyl-Double Hung DH-650 Vi,nyl Double`Hu�gly Non-Impact,53 1/8"x 76" Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17235 R5 C CAC 138-1378 CSRO.pdf Approved-forrus"utside HVHZ:Yes FL17235 R5 C CAC CAR 138-1 3rn_pd Impact Resistant:.No FL17235 R5 C CAC CAR 138-1308.pff De�sign'Pressure:+50/-50 Quality Assurance Contract Expiration Date Other:DH-650 Equal Split or Oriel,Max size 53 1/8"x 76", 08/15/2021 Fin,Flange, DP+50/-50 PSF.Glass complies with ASTM E3300- Installation Instructions 04. FL17235 R5 II CWS-936B(DH-650,_JI),pdf Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17235 R5 AE EvalReport936B-2017.pdf - Created by Independent Third Party:Yes Hack Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrlaht 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 a-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click her . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgvOQpGQvtVmPYHm2Kjwf5PIne9H%2bkOaCJOGOdlZKjhnew%3d%3d 2/2 DOUBLE HUNG - NON-IMPACT GENERAL NOTES: (SHOWN W/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING WINDOW SYSTEMS CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 3) WWW.CWS.CC 54318•FLANGE WIDTH 3.CONFIGURATIONS:")W. 531/8'MAX UNIT WIDTH 53 13116•FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 2): 650 PVC 4815/16'MAX UPPER SASH WIDTH 53 1/8•MAX UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND DOUBLE HUNG GLASS TABLES ASTM E-1300-04. 46'GLASS DLO 48 15/16"MAX UPPER SASH WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, NON-IMPACT A m WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 46"GLASS DLO ASTM E-1300-04. m C 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN ^ w USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR o 0 0 _ ANCHOR DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS r USED FOR WOOD ANCHOR CALCULATIONS. } F6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE w w m , B I B SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z 771/4' D X I D 431/16' ca Fr 3515/16• MAX �/ 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM a u) HEL HT UPPER I GLASS OLD SASHR /` GLASS DLO SEALANT USED AT FIXED MEETING RAIL AND JAMB. N Z W SASH 01 HEIGHT 77114• HEIGHT 8.SERIES/MODEL DESIGNATION DH-650. ¢ W CC a a FLANGE o HEIGHT 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: o w U 76" I B 76' X=OPERABLE SASH o a_ w U� I I I e MAX (UNIT 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR HEIGHT I I I 9 HEIGHT I I LOCATION. m ¢ Oz 36 15/16' I I e 2913116" I I 11.EXTERNAL W EEP SLOT-1/2 x 2-1/2"LOCATED 5'FROM BOTH MAX X I 261/4' ENDS. p0".��C�+ .+F++T,MAX `n;N........SLOWER R ; SASH 33' GLASS DLO HEIGHT I /� I I GLASS DLO HEIGHT I �: No 5a201 '�1) Lucas A. i - _ Turner ^b= ra= 9 STATE OF .41 A C 46"GLASS DLO 2016-02-23 �10 ;$l''':< O P•\�'�.� 6 A 09:50-05:00 .,c�5' O R G, 4915/16'MAX LOWER SASH WIDTH +isIONA-S 151%1 46"GLASS DLO 4915/16"MAX LOWER SASH WIDTH ORIEL Z EQUAL SPLIT 2/23/2016 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS CONFIG. MAX. UNIT MEETING RAIL ELEVATIONS GENERAL NOTES&ELEVATIONS.....1 SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: DP CHARTS..........................................2 ADE 08/04/14 GLAZING DETAILS...............................3 EQUAL 37"x 76" LIGHT SECTION VIEWS&ALT FRAME 4-5 SEE COMPARATIVE DWGp: REV.: ...... EXTRUSIONS&B.O.M.........................6 EQUAL NONE CWS-936 B ANCHOR SCHEDULE&NOTES..........? 53-1/8"x 76" HEAVY ANALYSIS CHART, SHEET 2 SCALE: INSTALLATION DETAILS.....................8 5 HI ORIEL SHEET 1:20 1 OF8 Design Pressures(PSF)for Equal Split Configuration with Glass Types A,B,C,or D ��vv Unit Unit Widths(in.) �lStl��r Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW SYSTE LLLLLLL�� 1900 SW 44TH AVE.. 35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 OCALA,FLORIDA 34474 39 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 WWW.CWS.CC 41 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.1 43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.4 +50.0/-70.6 6 PVC 47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.9 +50.0/-66.2 DOUBB LE HUNG 51 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-72.7 +50.0/-65.2 +50.0/-62.6 NON-IMPACT 53 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.0 +50.0/-63.6 +50.0/-61.0 55 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-69.5 +50.0/-62.1 +50.0/-59.5 0 ^ w 59 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 0 0 0 63 1/2 +50.0/-75.0 +50.0/-72.9 +50.0/-72.0 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-64.6 +50.0/-57.3 +50.0/-54.8 } 65 1/2 +50.0/-73.2 +50.0/-69.1 +50.0/-68.0 +50.0/-67.4 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9 w w m 67 1/2 +50.0/-69.8 +50.0/-65.6 +50.0/-64.4 +50.0/-63.7 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.7 +50.0/-55.5 +50.0/-53.0 w 71 1/2 +50.0/-64.0 +50.0/-59.7 +50.0/-58.3 +50.0/-57.3 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-53.9 +50.0/-51.5 LL 0 74 3/4 +50.0/-59.9 +50.0/-55.6 +50.0/-54.1 +50.0/-53.0 +50.0/-51.8 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-50.4 z w 76 +50.0/-58.5 +50.0/-54.1 +50.0/-52.6 +50.0/-51.5 +50.0/-50.2 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 ¢ W a o w Q U o ij U w a � o Design Pressures(PSF)for Oriel Configuration with Glass Types A,B,C,or D in the Sash,and Glass Types C or D in the Fixed m ¢ O Unit Unit Widths(in.) Z Heights(in.) 23 1/2 1 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 %%%'NOREW��h,�� 35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 VPS:�.G E NgF GN';� 39 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.1 v;' No 58201 :gyp 41 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.2 +50.0/-71.3 43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.6 +50.0/-68.9 �oi: STATE OF :4U 47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.8 +50.0/-67.2 +50.0/-64.6 �'Tcc';�<o R 10-* 51 1/2 +50.0/-69.0 +50.0/-68.4 +50.0/-68.4 +50.0/-68.4 +50.0/-68.1 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-63.6 +50.0/-61.1 ,, 'SS ONAL 53 1/2 +50.0/-64.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.4 +50.0/-61.2 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-59.5 55 1/2 +50.0/-60.3 +50.0/-58.9 +50.0/-58.9 +50.0/-58.9 +50.0/-57.6 +50.0/-56.1 +50.0/-55.7 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 z 59 1/2 +50.0/-53.6 +50.0/-51.6 +50.0/-51.3 +50.0/-51.3 +50.0/-51.3 +50.0/-51.0 +50.0/-50.5 +50.0/-50.1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 2/23/2016 63 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 LUCAS A.TURNER,P.E. FL PE#58201 65 1/2 +50.0/-52.5 1 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 1239 JABARA AVE. 67 1/2 �+50.0/-512.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 NORTH PORT,FL 34288 PH.941-380-1574 71 1/2 .0/-5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 SHEET DESCRIPTION: 74 3/4 .0/-5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 DESIGN PRESSURE 76 +50.0/-5 +50.0/-50.4 +50.0/50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 CHARTS DRAWN BY: DATE: ADE 08/04/14 DWG 4: REV.: NOTE: CWS-936 B IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SCALE: SHEET 1:1 20F8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 650 PVC DOUBLE HUNG NON-IMPACT o � F 000 W W m 7/8"OVERALL 7/8"OVERALL 7/8"OVERALL 7/8"OVERALL f0 U Z 1/8"ANNEALED 1/8'TEMPEREDF-3(16"ANNEALED 316"TEMPERED tmi O v (A 5/8"AIRSPACE 5/8"AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE N Z > Ill 1/8"ANNEALED 1/8"TEMPERED 3116"ANNEALED 3/16"TEMPERED ¢ Lu a a U w Q SIKAFLEX 552 OR SIKAFLEX 552 OR SIKAFLEX 552 OR SIKAFLEX 552 OR w Q U 46 PURFECT GLAZE"H" 46 PURFECT GLAZE"H" 46 PURFECT GLAZE"H" 48 PURFECT GLAZE"H" o a W ¢ 0 m ¢ O 518"GLASS BITE —— 518"GLASS BITE — 518"GLASS BITE — 5/8"GLASS BITE Z �"gOREW"� wt" No 58201 590; "STATE OF .O to R10A IInONAILE�;O�• GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D 7� r 2/23/2016 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: ADE 08/04/14 DWG#: REV.: CWS-936 B scALE: SHEET 1:1 3OF8 c� WINDOW SYSTEPiS 4 8 9 19 9 1900 SW 44TH AVE. OCALA,FLORIDA 34474 0 W W W.CWS.CC _ o 0 B 650 PVC DOUBLE HUNG _ o o NON-IMPACT L—Zl a 1 cn in nn o 4 oe�1 a Qeee 5 ^ F 4 4 ❑ o o Xi 4 33 wwm � 2 18 3 6 38 19 4 SECTION VIEW B-B U Z m � o j 1 11 a Z J W Q W ac a a 16 0 ¢ m 4 wU O O W 5 11 ¢ 7 cl 1 9 m Q Z 8 6 ltsillet 11 4 36 %%%"P AOREW,T ..........E N F i �v f� No 58201 y9O; .STATE OF 4. 7 ........ 0�4.5lON 31 4 z� t 5 t14 2/23/2016 3 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 13 NORTH PORT,FL 34288 p p PH.941-380-1574 0 G SHEET DESCRIPTION: SECTION VIEWS SECTION VIEW A-A UP TO 37"WIDE DRAWN BY: DATE: ALTERNATE FIN FRAME ADE ' 08/04/14 DWG#: REV.: CWS-936 B SCALE: SHEET 1:2 4OF8 WINDOW SYSTEPIS 4 8 9 19 9 1900 SW 44TH AVE. OCALA,FLORIDA 34474 a o www.CWS.CC ° ° 650 PVC DOUBLE HUNG 1 0 o NON-IMPACT 4 °ae� o o Qaoo o 4 4 ❑ o o 30 4 33 D WWm 2 18 30 6 3B 19 4 SECTION VIEW D-D o Z LL 0 3 v fA 1 11 a Z W J W cc W EE a- (L. 16 oO w cc 4 O O 'o 5 11 j O 1 9 D] Q Z 9 1 11 4 .� 5 ... •GP•• S No 58201 �90; STATE OF :.CU 34 9 i��isSfONA,.. 1 4 15 1 2/23/2016 14 ❑�� 3 LUCAS A.TURNER,P.E.i1 FL PE 58201 1239 JABARA AVE. 13 NORTH PORT,FL 34288 prlr7r-1 p PH.941-380-1574 I 7 SHEET D SCRIPTION: SECTION VIEWS SECTION VIEW C-C OVER 37"WIDE DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 08l04/14 DWG 9: REV.: CWS-936 B SCALE: SHEET 1:2 50F8 PARTS LIST FRAME CORNER ITEM PART#DESCRIPTION MATERIAL VENDOR 4 1/8" 4 1/8" CONSTRUCTION I H-612i HEAD,OUTERFRAME PVC ATN WINDOW SYSTEMS 2 H-61 JAMBS,OUTERFRAME PVC ATN 1900 SW 44TH AVE. 3 H-6123 SILL,OUTERFRAME PVC ATN OCALA,FLORIDA 34474 0 wWw.cWS.CC 4 H-613 UPPER SASH PVC ATN 0 2 5 H-6131 90170M RAIL,UPPER SASH PVC ATN 6 H-6132 SASH SIDE RAIL,UPPER SASH PVC ATN 41 1/8" 7 H-6133 BOTTOM RAIL,LOWER SASH PVC ATN 4 1/16" CORNER WELD 650 PVC 8 H-6134 SASH SIDE RAIL,LOWER SASH PVC ATN (ALL SIDES) DOUBLE HUNG 9 H-6135 SASH PVC ATN NON-IMPACT 10 P-3028 SETTING—BLOCK RUBBER FRANK LOWE 11 P-3515 T8 x 518_PHIL FLAT WHITE SMS STEEL FASTENAL TEK. FASTENAL 12 P-4146 STEEL W_ NYLON M&M PVC FRAME JAMB 13 P-4779 WEEP COVER PVC FRAME HEAD 14 P-5085 WSTP,.355 X 333BOLB VINYL AMESBURY H-6121 H-6122 15 P-50 WSTP,.30OX187 LBVINYL AMESBURY 16 P-3783 LOCKS INTERLOCK 17 P-3784 KEEPERS INTERLOCK —43/16" c/) 18 p-5424 WSTP...500 X l.F ADHESIVE BACK STRIP ULTRAFAB z _dA_ ca 0 19 F-s-3-92ZAsH TILT LATCH NYLON LOWELL tL NYLON CALDW—ELL S2 2D P-5393 PIVOT—CARRIER 3 > 21 r—P-5396 PIVOT BAR SS CALDWELL 17716' z w 22TIA�EADRF A E 0 R M JAMBSUTERFRA H 0 IRFRAME' , 0 3 SILL'0 0 0 T To OP L.Upp Sp P RAIL,U ER JACK STEEL MERCHANTS w ui 22 P-5412 JAMB 4 rc IL 24 P-3305 WSTP.,.270 X 187 ULTRAFAB 0 0 ALUM ASCEND-_D 0 w 25 S-2001 INTERLOCK RAIL CEN 3 718" ❑0 17/16" 1/16* 1 1/2" Ld 0 0 CIO 2 S-206-2 37" ALUM ASCEND 0 w 6 L 27 S-2D03 REINF,BOT RAIL,UPPER SASH ALUM ASCEND 28 S-2064- REINF,TOP RAIL,LOWER SASH,UP 10 3T ALUM ASCEND ca < 29 S-2005 REINF,TOP RAIL,COWER SASH.&SIDE RAIL LOWER SAS ALUM ASCEND PVC TOP RAIL UPPER PVC BOT RAIL UPPER 0 S-2006 REINF.SASH SIDE RAIL,UPPER SASH ALUM ASCEND 4- f H-6130 H-6131 '%%illostri" 3 tjoREW 31 S-2010 REINF,BOTTOM IL,LOWER SASH ALUM ASCEND N ..... 32 S-2027 REINF,TOP RAIL,UPPER SASH,UPTO 37' ALUM ASCEND PVC FRAME SILL 33 S-6141 GLAZING BEAD PVC ATN H-6123 No 58201 '.13- 34 S-6142 SASH STOP CALDWELL 35 -CONSTANT FORCE FIT ---a, �13' STATE OF .40 Z HOTMELT SILICONE TRUSEAL -1 112"- �O% 36 37 GLASS SEE SHEET 2 w"0"4 0 A 10 N 38 P-5425 WSTP,.200 X 15/erT-5/ir DUST—PLUG ULTRAFAB 7 .........llx FRAME 39 P-3218 T_ F F 40 P47-54 SCREEN CORNERKEY FLA SCREEN 17/16" 1 15/16' 1 1&16" -1116" It6l 41 _P-��2_28 I-SCREEN SPLINE DADA L 7 1/16, 42 P-3029 ISCREEN LIFTS SUMMIT LEI 11 L 2t23/2016 S 43 P-3033[SCREEN SPRINGS ____�FLA SCREEN PVC SSR UPPER H-6132 PVC BTM RAIL LOWER PVC SSR LOWER PVC TOP RAIL LOWER LUCAS A.TURNER,P.E. H-6133 H-6134 H-6135 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 1 5116 15116- 13(16"1 �Sti6`1 ri vial PH.941-380-1574 3�14� 6*1 f-13116--1 r 31 - SHEET DESCRIPTION: F 6. 30 3 3116" -Lr �X" BOM AND E)(TRUSIONS 911:6'�&�" 9/ 5/16 1 j .0062 1 1 16" 11 16U I -09, 1 t=fti -Y:._ ."2, 093' .062" 1 .093" .062' DRAWN BY: DATE: INTERLOCK REINFORCEMENT REINFORCEMENT S-2001 S-2002 S-2003 REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT AOE 08/04/14 S-2004 S-2005 S-2006 S-2010 S-2027 DWG : REV.: CWS-936 B 1LI3NE ITEMS NOT Uq,' NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 2 1:2 60178 ANCHOR @ MIDPOINT WINDOW SYSTEMS 6-MAX(TYP.) 4-MAX.(TYP•)---.{I 8-MAX'(TYP') 1900 SW 44TH AVE. 6-MAX.(TYP.) SEE NOTE 2 4-MAX.(TYP.) I SEE NOTE 2 OCALA,FLORIDA 34474 W W W.CWS.CC 650 PVC DOUBLE HUNG X 8"MAX.(TYP.) X NON-IMPACT lavr �o � MAX.O.C. T (TYP.) INSTALLATION � THROUGH FRAME 0 0 ANCHORS(TYP.) ANCHORS REQUIRED Y Y ON WINDOW WIDTHS w w m OVER 37' 3'(TYP.) 3-(TYP.) LL O X v (q X /\ � zw INSTALLATION Q O ANCHORS(TYP.) ¢ a ~a 4 4 ~ U) U U w ¢ � 0 in ¢ O z ANCHORLAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) `�0%till ff", (NO SILL ANCHORS REOUIREDI NOTE:THRU FRAME ANCHORS @ MTG RAIL % . DREW 58201 %'A NOTES: ? STATE OF �<u 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ��SSllsell ONA; ��, 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET B. 2/23/2016 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#582011239 JABARA AVE. 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE SHEET DESCRIPTION: OPTIONAL. ANCHOR SCHEDULE AND 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. NOTES DRAWN BY: DATE: 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. ADE 08/04/14 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: RE.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-936 B FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) scALE: SHEET 1:20 70F8 MIN.EMBEDMENT SUBSTRATE TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS WINDOW SYSTEMS Iy 114'MAX.SHIM SEE TABLE t MIN.EDGE DIST. SUBSTRATE MIN.EDGE DIST. SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE t OCALA,FLORIDA 34474 1/4'MAX.SHIM WWW.CWS.CC SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT 650 PVC SEE TABLE 1 INSTALLATION ANCHOR PERIMETER SEALANT SEE TABLET DOUBLE HUNG BYINSTALLER MIN.EMBEDMENT INSIDE AND OUT Q SEE TABLE I NON-IMPACT SEALANT BEHIND �❑ FLANGE BY INSTALLER iD sA Liee 0 PERIMETER SEALANT I 5 PERIMETER SEALANT INSIDEANDOUT o FO o IDEANDER IN Y x [� INSIDE AND OUT � INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE i w w m INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND U) SEE TABLE 1 FIN BY INSTALLER m 0 B HORIZONTAL SECTION C HORIZONTAL SECTION �- B TYPICAL FIN ANCHORAGE 0 m 8 TYPICAL JAMB ANCHORAGE w HEAD AND SILL SIMILAR FOR FIN INSTALLATION J ¢ O W A TNUOUS DBL 1/4'BEAD OF SEALANT NOTE:ADDITIONAL THRU-FRAME ANCHORS s a a ERIMETER @ ALL INDICATED (AS SHOWN IN DET.8/7)REQ`D AT MTG RAIL O w ETWEEN FRAME AND SUBSTRATE FOR UNIT WIDTHS OVER 37",SEE SHEET 7 w LER ANCHOR LAYOUT m <tZ 1/4"MAX.SHIM SEALANT BEHIND �purrrrp FLANGE BY INSTALLEPERIMETER SEALANT . No58201BY INSTALLER INSIDE AND CUTSUBSTRATE BY OTHE -b" " SEE TABLE i A VERTICAL SECTION �� STATE 8 TYPICAL SILL ANCHORAGE i,,,�S.< ..... NO SILL ANCHORS REQUIRED ��i,SjOell 00%'�� rlireruraA E3 2/23/2016 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE- ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1' 1" D HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT•FILLED CMU(ASTM G90) 3/16"ELCO UL.TRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION 3/16"ITW TAPCON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE 2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3l8" 7/8" FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8' 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY; DATE: 16 GAUGE(0.060")MIN.STEEL STUD #1016 HILTI KWIK-FLEXOR RVV FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 08/04/14 FLANGE TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" DWG#: REv.; (33 KSI YIELD MIN} -MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 1/8-ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16„ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-936 B FLANGE 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS scAL£: SHEET FIN 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2' SHOWN FOR FLANGE WINDOWS. 1:2 1 8 OF 8 ,. 7/27/2020 Florida Building Code Online lit 13CIS Home Log In User Registration Hot Topics ( Submit Surcharge Stats&Facts i Publications Contact Us �' BCIS Site Map' Links Search, dprbWda Yi a::11 Product Approval J USER:Public User /-7 3 JC5• 3 e`er Mu"y'= Ll Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL17355-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived (� Product Manufacturer Custo`mWi��d'o'�riJ..Syss Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Category Window Subcategory fHo tairSliNt Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Cl Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lucas Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 10/16/2021 Validated By Steven M.Urich, PE 17,71 Validation Checklist- Hardcopy Received Certificate of Independence FL17355 R4 COI EvalReoort1059.p2f Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrYD/D2btGx8TDFNwhjX°/D2fOfjj3JcFdgDVIgL8sBQg`/o3d`/o3d 1/2 7/27/2020 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/24/2019 Date Validated 02/07/2019 Date Pending FBC Approval 02/08/2019 Date Approved 04/16/2019 Summary of Products FL# Model,Number or Name Description 17355.1 HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider,XO,Non-impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17355 R4 II CWS-1031A(HS-620,XO)_pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Max.sizes: 74"x 63"and 74"x 72".See installation FL17355 R4 AE EvalReport1031A.pdf details for DPs. Glass complies with ASTM E1300-04. Created by Independent Third Party:Yes 17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal Slider,XOX, Non-impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17355 R4 II CWS-1067(HS- 20,XOX)_pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Max.size ill"x 63".XOX 1/3-1/3-1/3 and 1/4-1/2- FL17355 R4 AE EvalReport1067.pdf 1/4.See installation details for DPs.Glass complies with ASTM Created by Independent Third Party:Yes E1300-04. i 7�r355,3 HA�izontal Slider XX HS-620 Vinyl.Hor'i"ontal Slider,XX, Non-Impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17355 R4 II CWS-1059 (HS-620,XX).pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201 Impact=Resjstant:,,N.o Created by Independent Third Party: No Design'Pressure:N/A Evaluation Reports Other: Max.sizes: 74"x 63"and 74"x 72".See installation FL17355 R4 AE EvalReport1059.pdf detail for DPs.Glass complies to ASTM E1300-04. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cogyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.,must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �nr NR70 cLPeik Credit Card Safe hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY%2btGx8TDFNwhjX%2fOfjj3JcFdgDVIgL8sBQg%3d%3d 2/2 GENERAL NOTES: HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VANDOWSYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CO 751/4"FLANGE WIDTH 3.CONFIGURATIONS:"XX". 74"MAX.UNIT WIDTH 620 PVC 36" 4.DESIGN PRESSURE RATING(SEE SHEET 2): MAX.SASH WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORIZ.SLIDER GLASS TABLES ASTM E-1300-04. NON-IMPACT 321/16" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. w 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 731/4" IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR ❑ FLANGE B DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR Ln HEIGHT 6 WOOD ANCHOR CALCULATIONS. } C m [ I r 72 6 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Z UN C' C' D SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. O HEIGHT 6 7.ALL FRAMES AND VENTS FULLY WELDED. Z > X X 67 8" B.SERIES/MODEL DESIGNATION HS-620. LD w MAXSASH a HEIGHT 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: tr U :GU /16" X=OPERABLE SASH w SS 751/4"FLANGE WIDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ❑ 74"MAX.UNIT WIDTH LOCATION. --d±+ 0 Z 36" 11.EXTERNAL W EEP SLOT=5/16"x 2-1/8"LOCATED 4-112"FROM `��111111111/�� rA e MAX.SASH WIDTH BOTH ENDS. PNDREI,V r(i44 32 GLASSIDLO A `�VP�•��GENS ".'P.L�i v:" No 58201 -' Lucas A.Turner *' 641/4" -- - I pro: a� FLANGE 2015-04-27 :9; STATE OF HEIGHT MAX 21:05-04:00 0'�5�, UNIT B I B HEIGHT ��i/s�ONA`y7— >,-� ,�� /1111111U 591/16" X X � MAX SASH I 4/27/2015 HEIGHT LUCAS A.TURNER,P.E. FL PE#58201 GLASS 1239 JABARA AVE. DLO NORTH PORT,FL 34288 PH.941-380-1574 A SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS MAX. UNIT 2011 MTG. RAIL DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS DESIGN PRESSURE RATING IMPACT RATING EMK 04/22/15 DP CHARTS&GLAZING DETAIL........2 SIZE REINF. DWG#: REV.: SECTION VIEWS..................................3 74"x 63" NO SEE COMPARATIVE ANALYSIS CWS-1059 - EXTRUSIONS&B.O.M.........................4 NONE SCALE: ANCHOR SCHEDULE&NOTES..........5 74"x 72" YES CHARTS, SHEET 2 SHEET INSTALLATION DETAIL.......................6 1:25 1 OF 6 FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES A,B,C,OR D Unit Unit Height Width 35 1/2 39 1/2 43 1/2 471/2 51 1/2 551/2 59 1/2 63 WIPJDOW SYSTEMS 39 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50!-75 +50/-75 +50/-75 +50/-75 1900 SW 44TH AVE. OCAL43 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.6 FLORIDA 34474 7/8"OVERALL 7/8"OVERALL WWW.WWW.CWS.CC 471/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.2 +50/-66.5 51 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74 +50/-67.5 +50/-62.1 1/8"ANNEALED 1/8"TEMPERED 55 112 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71.3 +50/-65 +50/-60.4 9116"AIRSPACE 9/16"AIRSPACE 620 PVC 59 112 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-68.1 +50/-62 +50/-57.5 1/8"ANNEALED 1/8"TEMPERED HORIZ.SLIDER 63 1/2 +50/-67.9 +50/-67.9 +50/-67.9 +50/-67.9 +50/-67.9 +50!-65.4 +50/-59.4 +50/-55 67 1/2 +50/-60.1 +50/-60.1 +50/-60.1 +50!-60.1 +50/-60.1 +50/-60.1 +50!-57.2 +50/-52.9 SIKAFLEX 552 OR SIKAFLEX 552 OR NON-IMPACT 71 1/2 +50/-53.6 +50/-53.6 +50/-53.6 +50/-53.6 +50/-53.6 +50/-53.6 +50!-53.6 +50/-51 36 PURFECT GLAZE"H" 36 PURFECT GLAZE"H" 74 +50/-50.1 +50/-50 +50/-50 +50/-50 +50/-50 +50 -50 +50/-50 di Q FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES A,B,C,OR D 5/8"GLASS BITE 5/8"GLASS BITE � Unit Unit Height j: Width 35 1/2 39 1/2 43 112 471/2 51 1/2 551/2 59 1/2 63 m 39 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.6 to Z 43 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.1 +50/-65.4 O 471/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71.5 +50/-65.5 +50/-61 U) 51 112 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74.5 +50/-67.5 +50/-61.7 +50!-57.4 Z W 551/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71 +50/-64.1 +50/-58.5 +50/-54.4 CC 59 1/2 +50/-69.6 +50/-69.6 +50/-69.6 +50/-69.6 +50/-68 +50/-61.3 +50/-55.8 +50/-51.8 63 1/2 +50/-61.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/-58.9 +50/-53.5 +49.5/-49.5 Q GLASS TYPE A GLASS TYPE B U 67 1/2 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-51.5 +47.6/-47.6 m w 71 1/2 +48.21-48.2 +48.2/-48.2 +48.2/-48.2 +48.2/-48.2 +48.2/-48.2 +48.2/-48.2 +48.2/-48.2 +45.9/�5.9 I] 74 +45.1/-45.1 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 7/8"OVERALL 7/8"OVERALL O - F 3/16"ANNEALED 3/16"TEMPERED I I I I I I Z uulrr FLANGE WINDOW WITH 2O11 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES C OR D 7/16"AIRSPACE 7/16"AIRSPACE �p��NtDRE W illll�' UnitHei Height �1 P•GEN.• rG i1 Unit 9 3/16"ANNEALED 3/16"TEMPERED ,�GQ`?%�` SF..Q2.� Width 351/2 391/2 431/2 471/2 51112 551/2 591/2 631/2 671/2 72 SIKAFLEX 552 OR SIKAFLEX 552 OR 'J� •tn: 36 PURFECT GLAZE"H" 36 PURFECT GLAZE"H" y; No 58201 1� 39 1/2 +50/-75 +50/-75 +50!-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.6 43 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.3 +50/-67.0 *' * •*- 471/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-727 +50/-67.4 +50/-62.4 •¢` . � 51 1/2 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-74.2 +50/-68.3 +50/-63.3 +50/-58.5 5/8"GLASS BITE 5/8"GLASS BITE '�9 STATE OF � 0�.• 551/2 +50/-75 +50/-75 +50/-75 +50!-75 +50/-75 +50/-75 +50/-70.4 +50/-64.7 +50/-59.9 +50/-55.2 i��(`s• O R 10.E G�`�� 59 1/2 +50/-69.6 +50/-69.6 +50/-69.6 +50/-69.6 +50/-69.6 +50/-69.6 +50/-67.1 +50/-61.6 +50/-56.9 +50/-52.4 63 1/2 +50/-61.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/-58.9 +50/-54.3 +50/-50.0 y 67 1/2 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-52.1 +47.9/-47.9 71 1/2 +48.2/-48.2+48.2/-48.2+48.2/-48.2+48.2/-48.2+48.2/-48.2+48.2/-48.2+48.2/-48.2+48.2/-48.2+48.2/-48.2 +46/-46.0 4/27/2015 74 +45.1/-45.1 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 LUCAS A.TURNER,P.E. 01 FIN WINDOW WITH 2O11 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES C OR D # A AVE.1239 JABAR A _Unit Unit Height NORTH PORT,FL 34288 Width 35 1/2 39 1/2 43 1/2 471/2 51 112 551/2 59 1/2 1 63 1/2 67 1/2 72 GLASS TYPE C GLASS TYPE D PH.941-380-1574 SHEET DESCRIPTION: 39 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74.8 +50/-69.6 +50/-64.5 DESIGN PRESSURE 43 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50!-74.9 +50/-69.2 +50/-64.3 +50/-59.6 CHARTS AND GLAZING 471/2 +50!-75 +50/-75 +50/-75 +50/-75 +50!-75 +50/-75 +50/-70.0 +50/-6i4.6 +50/-59.9 +50/-55.4 DETAILS 51 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.1 +50/-66.0 +50/-60.7 +50/-56.3 +50/-52.0 DRAWN BY: DATE: 55 112 +50/-71.1 +50/-71.1 +50/-71.1 +50/-71.1 +50/-71.1 +50/-68.5 +50/-62.5 +50/-57.5 +50/-53.2 +49.1/-49.1 EMK 04/22/15 59 1/2 +50/-61.9 +50/-61.9 +50/-61.9 +50/-61.9 +50/-61.9 +50/-61.9 +50/-59.6 +50/-54.7 +50/-50.6 +46.6/-46.6 DWG a: R V.: 63 1/2 +50/-54.3 +50/-54.3 +50/-54.3 +50/-54.3 +50/-54.3 +50/-54.3 +50/-54.3 +50/-52.4 +48.3/-48.3+44.4!-44.4 CW S-1059 - 67 1/2 +48.1/-48.1+48.1/-48.1+48.1/-48.1+48.1/-48.1+48.1/-48.1+48.1/-48.1+48.1/-48.1+48.1/-48.1+46.3/-46.3+42.6/-42.6 NOTE: 71 1/2 +42.8/-42.8+42.8/-42.8+428/-42.8+42.8/-42.8+428/-42.8+42.8/-42.8+42.8/-428+42.8/-42.8+428/-42.8+40.9/-40.9 SCALE: SHEET 74 +40.1/-40.1 +40/-40 +40/-40 +40/-40 +40/-40 +40/-40 +40/-40 +40/-40 +40!-40 +40/-40 IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1:1 2 OF 6 INTERIOR WINDOW SY5TEM5 1900 SW 44TH AVE. 1 18 3 11 26 3 2 2 13 3 T 18 OCALA,FLORIDA 34474 W W W.CWS.CC 620 PVC HORIZ.SLIDER NON-IMPACT oo „ ,4 F-1 35 8 FW-. oevYJ 19 4 Qeve O 30 30 Q I] m In 9 3' 0 3 4 9 19 31 5 6 34 33 6 6 1 3 ZO W 4 D D SECTION VIEW B-B a 33 cc Lu W 0 3 38 39 O Z N�INTERIOR �`�, PR�wITG�'�, NSF•.PiL�i _ �:• No 58201 •'�� 33 0 :,9Ot STATE OF �� 3 4 ��ss/O R •�N�`�� V 1 11 0 1 D 1 4/27/2015 ag SECTION VIEW GC�❑ LUCAS A.TURNER,P.E.��❑ MTG RAIL REINFORCEMENT(2011)REQUIRED ON UNIT HEIGHTS ABOVE 63" FL PE#58201 1239 JABARA AVE. 1 NORTH PORT,FL 34288 PH.941-380-1574 a 0 SHEET DESCRIPTION: 0 0 0 0 SECTION VIEWS SECTION VIEW A-A DRAWN BY: DATE: ALTERNATE FIN FRAME EMK 04/22/15 DWG#: - REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-1059 - 7-8,10,12,15-16 8 21 SCALE: SHEET 1:2 30F6 PARTS LIST ITEM PART [DESCRIPTION MATERIAL VENDOR CORNER CONSTRUCTION 1 H-6127 MAIN FRAME PVC ATN 4 1/8" • 2 H-6135 SASH INTERLOCK RAIL,INT.PANEL_ PVC ATN VVINDOW SYSTEMS 3 H-6139 SASH DRAW RAIL PVC ATN 1900 SW 44TH AVE. 4 H-6140 SASH TOP/BTM RAIL PVC ATN 1 1/2" OCALA,FLORIDA 34474 5 H-6140 SASH INTERLOCK RAIL,EXT.PANEL PVC ATN www.cws.cc 6 P-3028 SETTING BLOCK,1/8"x 7/8"x 2" 1 FRANK LOWE 7 P-3029 SCREEN LIFT TABS STEEL SUMMIT 1116" 8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN 4 81 1151161, CORNER WELD 620 PVC 9 P-3218 SCREEN FRAME ALUM FLA SCREEN tli6^ ALL SIDES 10 P-3228 SCREEN SPLINE DAPA 1.8 HORIZ SLIDER 11 P-3305 WTSP.,0,187"x 0.270"SOFT FIN AMESBURY NON-IMPACT 12 P-3511 #8-18 x 0.625"PN PH TEK n POINT zP STEEL —FASTENAL 13 P-3783 IMPACT SASH LOCK INTERLOCK 14 P-3784 KEEPER INTERLOCK 15 P-4146 #8-18 x 0.750"FH PH#2 POINT TEK STEEL FASTENAL PVC MAIN FRAME-H-6127 PVC TOPIBTM RAIL-H-6140 1� 16 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN ——— 17 P-5420 WEEP COVER ASSY NYLON ASHLAND 18 P-5421 0.625"HOLE PLUG NYLON HEYCO ————— 19 P-5423 #8-18 X 0.500"PN PH TEK#2 POINT ZP STEEL FASTENAL 1 11/16"— 21/8" 20 P-5428 ROLLER ASSY I— z AMESBURY .050" 0 23 P-5436 JAMB BUMPER RUBBER MINOR RUBBER 7/16"— 1116" Fn 24 P-5441 LBLOCK 1/16" 1 - > NYLON F 1/16" 1/16" W 26 S-2004 REINF.,SIDE RAIL ALUM ASCEND 1 1 L/1 Tlf: 1 15/16" 13116' cl: 27 S-2005 REINF.,MEETING RAIL,INT.PANEL ALUM ASCEND a. 28 =� 3 S-2029 INTERLOCK ADAPTOR ALUM ASCEND 29 S-2030 ROLLER TRACK ALUM ASCEND uj 30 S-2030 ANTI-LIFT FILLER ALUM ASCEND PVC INTERLOCK RAIL-H-6135 PVC DRAW RAIL-6139 ALUM INTERLOCK-S-2029 PVC GLAZING BEAD-S-6141 31 S-2043 REINF.,MEETING RAIL,EXT.PANEL ALUM KEYMARK 32 S-2044 REINF.,TOP/BOTTOM RAIL ALUM ASCEND z 33 S-6141 0.875"GLAZING BEAD PVC ATN 011011141,1111 34 GLASS SEE SHEET 2 1 1116" **'WDREg? 15/16" %N c. .......... 35 DOW CORNING 1199 SILICONE 1/16" 1 16 15116" 6 PURFECT GLAZE-H-,SIKAFLEX 552 SILICONE HENKEL/SIKA z!,j No 58201 7 S-2011 REINF.,EXTERNAL ALUM ASCEND 6- 1 1/1 J6 1 1/16" 1 1116" 311 35 WHITE SMS 1STEEL FASTENAL L 55 N5400 1COVER,EXr.REINF. PVC I TEAM PLASTICS L ps 1/16 093" 1/16, 0 • STATE OF - 1 Al LINE ITEMS NOT USED: ALUM REINF.-S-2043 ALUM REINF.-S-2044 ALUM REINF.-S-2005 . 21-22,25 ALUM REINF.-S-2004 5/8" 19/161, 7116" 39 4/27/2015 1116"' 30 1 0-� 1. 0 — E8ir 1116* LUCAS A.TURNER,P.E. LO L FL PE#58201 ALUM ROLLER TRACK-S-2030 ALUM EXT.REINF.-S-2011 PVC COVER-P-5400 1239 JABARA AVE, NORTH PORT,FL 34288 PH.941-380-1574 SHEET UffC--RIPTION. DRAWN BY: EMK 04/22/15 DwG#: cws-1 059 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. T15A-L—E' --SHEET 1:2 WINDOW SYSTEMS 1900 SW 44TH AVE. ANCHOR AT MIDSPAN 8"MAX O.C.(TYP.) OCALA,FLORIDA 34474 FOR UNIT HEIGHTS OVER 63"(TYP.) --.{� 3"(TYP) 4"MAX(TYP) WWw.CwS.Cc 6"MAX.(TYP.) SEE NOTE 2 3"THRU FRAME ANCHOR(TYP.) 6"MAX.(TYP.) 6,.(TYP..) 4"MAX.(TYP.) '1 r 620 PVC INSTALLATION SEE NOTE 2 HORIZ.SLIDER ANCHOR(TYP.) NON-IMPACT 161/4" INSTALLATION MAX.O.C. ANCHOR(fYP.) (TYP-) M MAX.O.C. ui (TYP') O X X X X Do V7 Z O Lo z > OW a Q U Lu W ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) O NOTE THRU FRAME ANCHORS @ MTG RAIL Z " 61111111 PNDREW fTGirri ,��GQ-�.��G E AI SF•.�2rir No 58201 �9 STATE OF .4U NOTES: y0�. •4r� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ,rr4�sfO .. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/27/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1 X BUCKS ARE OPTIONAL. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: S.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. EMK 04/22/15 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG W: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-1059 - FMA/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) SCALE: SHEET 1:20 50F6 MIN.EMBEDMENT SEE TABLE 1 SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS MIN.EDGE DIST. V- (5[JA]J((C..444111444000uu cr 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE NMNDOW SYSTEMS SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 wwW.CWS.Cc SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 SEE TABLE INSTALLATION ANCHOR ��❑ 620 PVC PERIMETER SEALANT SEE TABLE 1 BY INSTALLER HORIZ.SLIDER IN AND OUT MIN.EMBEDMENT SEALANT BEHIND oo SEE TABLE 1 NON-IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM a Qeo T� PERIMETER SEALANT PERIMETER SEALANT L+.000 BY INSTALLER QO BY INSTALLER INSIDE AND OUT IN AND OUT INSTALLATION ANCHOR } SEALANT BEHIND SEE TABLE 1 m FLANGE BY INSTALLER SEALANT BEHIND cf) INSTALLATION ANCHOR FIN BY INSTALLER ZO SEE TABLE 1 HORIZONTAL SECTION C HORIZONTAL SECTION 6 6 TYPICAL FIN ANCHORAGE W TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z I j O DC NOTE:ADDITIONAL THRU-FRAME ANCHORS 9: (AS SHOWN IN DET.A/6)REQ'D AT MTG RAIL, ¢ SEE SHEET 5 ANCHOR LAYOUT. 0 w 0 O SEALANT BE 1/4"MAX.SHIM z FLANGE BY INSTALLER p 0 'DREW rr++++ ......... TL�i,. PERIMETER SEALANT MIN.EMBEDMENT ,��OP�•y\O E N BY INSTALLER SEE TABLE 1 INSIDE AND OUT No 58201 SUBSTRATE BY OTHERS MIN.EDGE DIST. oo ~ ¢ SEE TABLE 1 SEE TABLE 1 QS• STATE OF :4u SEALANT UNDER SCREW A VERTICAL SECTION � CC ........ HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE oo ,��+is`SYONA�,rG�� z� TABLE I:APPROVED INSTALLATION FASTENERS 4/27/2015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8^ # PERIMETER SEALANT 1239 39 JABARA RA AVE.A FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"TTW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION FLANGE HOLLOW or GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"TTW TAPCON 1 3/8" 7/8„ SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILTI KW IK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7/16" EMK 04/22/15 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0REA MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: 1/8"ALUM.(33 KS II MIN.)OR #10DRILLING GRADE 5SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 7/16" CWS-1059 - 1/8"STEEL(33 KSI MIN.) DRILLING SCREW 7HRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6 7/27/2020 Florida Building Code Online VA°' • BCIS Home i Log In i User Registration ( Hot Topics 1 Submit Surcharge 1 Stats&Facts Publications 1 Contact Us 1 BCIS Site Map' Links 1 •search 1 Florida F,; yv aae Prod � 17T- Y �I F°31 USER'Publics User alL 'M r Product Aeoroval Menu>Product or ADOIIcation Search>&ollcation List>Application Detail �a FL# FL16177-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer ^ustom WindowsSystems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc ALL Vi/OjRK SHALL CO CODS rL0 IVJPLY►NITH�'I?EV�1rLIP Authorized Signature Kevin Pine NATIONAL RIDA SOLDING CODE kpine@cws.cc AND THEL ELECTRIC CODS ' Technical Representative ]ay Lathrop OjRDINANCES 0��f-ry�r-�rLLS Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde C 7-y QF 0 q7-BUG ® 3 Address/Phone/Email 1900 W 44th Oca aSFL 34474Ve PLAN EXgM Yell °� (352)368-6922 Ext221 �R amonteverde@cws.cc Category 1Nindowsa Subcategory Single Hung 1. i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2030 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReDort812C.pd Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards hfps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmB[PrafAGHlxlsgtjUObEAbzoQ%3d%3d 112 7/27/2020 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description I r16177.1 SH�100=PVC Spingle Hung SH-8100&PVr C Singe Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.pd �4papcoved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact,Reslstart..i Created by Independent Third Party:Yes ''Design'Pressure:5;+70/-70 Evaluation Reports Other:SH-8100 PVC Impact,no sill anchors required.Safety FL16177 R2 AE EvalRe ort 2 Ildf glazing required on outer lite above 30 ft.in HVHZ.Glass Created by Independent Third Party:Yes complies to ASTM E1300-04. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.-opyaght 2007-2013 state of Florida.::PNvaw 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 questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,FS.,please click bgre. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXhl OyBQtjDbmBiPrafAGHlxlsgtjUObEAbzoQ%3d%3d 2/2 GENERAL NOTES, SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED � TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8'MAX OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:'O/X'. 517/8'MAX UNIT WIDTH SINGLE HUNG 4.DESIGN PRESSURE RATING: IMPACT 47 71/16'GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES F -w 0 y FW O -- -- — ASTM E-1300-04e01/09. w z O z ¢t Z C 63' _ __ __ 1 _ 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED o F W z 01_�2 MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z x ¢tr w p O FLANGE I I ADETAILS. WINDLOAD NCHOR CALCULATIONS.RATION FACTOR Cd=1.6 WAS USED FOR WOOD c0i N�Z¢a F N a HEIGHT ¢ ZO Z U—Z V cn B O I B GLASS NOT 6 NPRODUCT OT REQUIRED.OVED FOR IMPACT RESISTANCE. SHUTTERS ARE }¢ ¢ LL w p=LLO Z DLO ¢ 00=�>7�0� I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT Ci p p 0:(A❑w N w 6113/4' I I USED AT FIXED MEETING RAIL AND JAMB, a Z S a ¢0 W UNIT 0 wF¢ WxQU) HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. ¢ x o ¢ o F w a 9.THE,DESIGNATION X AND 0 STAND FOR THE FOLLOWING: I I I X=OPERABLE SASH,0=FIXED SASH ��o`P..........p ��,V. M016° I I 26 7/8' 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR '�J�j; ,� SF•:,Q'y� SASH " I GLASS LOCATION. Z�: No 58201 S HEIGHT R I g DLO 11.EXTERNAL WEEP SLOT=1/4'x 1-1/4'LOCATED 4'FROM BOTH ENDS. s '-G* a; STATE OF 6 '�y�i�•h.�OR V. �=t1 I �i��SSfONA11�N`,�. LucasTurne 6 q r 451/16" 2017-09-22 GLASS DLO 13:36-04:00 48 3!8' � 9/22/2017 MAX SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES a ELEVATIONS DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG I: REV.: SECTION VIEWS.................................3 RATING EXTRUSIONS 8 B.O.M........................4 CWS-812 C ANCHOR SCHEDULE B NOTES.........5 51-7/8"is 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: SHEET INSTALLATION DETAILS....................6 1:15 1 OF 6 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT a z 3 ¢z� FZ 0w0W-10 ¢wow w z0z OCrzF o F-w�zpl-�Mx 7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS O O I=-O¢_¢w 0 0 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED 0 z to N Z D. I.- a 7/16'AIRSPACE 7/16"AIRSPACE Q p z 0 m ZO 0 LL O 5f16'LAMINATED GLASS 5/16"LAMINATED GLASS ¢O ~t Z 1/8'ANNEALED 1/8"ANNEALED 00 LL ¢U)L3 w u)w =a ?ND- w0-1i .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 0 w 0 W=2 N ir CC 1/8"ANNEALED 1/8'ANNEALED a I=- a ¢ d OUANEX DURASEAL OUANEX DURASEAL IG SPACER 4IG SPACER ' %��,NRE �r 4 PURFECT GLAZE'H'OR SIKAFLEX 552 PURFECT GLAZEH'OR SIKAFLEX 552 ``%y p,N .......... G �GQ•.��C E N 4.1% No 58201 '�1) 14 1/2'GLASS BITE 144) 1/2"GLASS BITE 48 48 �-0. 1) STATE OF 0 xZ FIXED LITE SASH LITE 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWGO: REV.: CWS-812 C SETTING BLOCKS PER FBC 2411.3.3.1 SOAK' SHEET 1:1 2 OF 6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 45 3 53 1 38 13 3 3 4 45 o a 8100 PVC D o SINGLE HUNG IMPACT 0 as c z 3: <Z37 lSeo 82 m 14 3 Z Z=`LQ cc:wg= 3 14 54 14 65 66 63 19 4 O 0 f O V Q=O SECTION B-B o zf1NZZ��ai 54 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, a z LL 2 0 0 z RIGHT SIDE SHOWS SASH SECTION VIEW. <¢0 w�H Z— u0¢aiowa)iw D-CO w 0 J U)F- a 14 39 p wF=-¢ ax2N a H a u�w ao a e FOREIV ,,,�pnmyrrrr, 1 9 INTERIOR ��Gp? NG E N SF GQti�� 48 No 58201 �V. STATE OF �W A' oat 0*G�=�`: �NA tell� 14 53 65 10 66 6 3 3 Q 3 9/22/2017 18 _ s LUCAS A.TURNER,P.E. 2 a FL PE#58201 3 1239 JABARA AVE. 30 NORTH PORT,FL 34288 0 PH.941-380-1574 SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C 20,25-26,36-37,44,51-52,55-56,64,67-68 ALE: SHEET 1:2 3 OF 6 PARTS LIST FRAME CORNER /f� �� ITEM PART It DESCRIPTION VENDOR MATERIAL CONSTRUCTION fl Jl!](r�/J��'L/a(/G 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron vinyl 3 t/a' V(StyN1(YW/ II]\(��`/�I 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 15116• WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1 I�2 3rts' 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 2 �I OCALA,WS.CCFLORIDA 34474 6 S-1577 Impact Hook Keymark Alum FE 4 10 a WWW.CS.CC 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 1 211/16' 1 sra t Sl8' 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16' I 1/1s• 8100 PVC 10 H 6028 Sash Bottom Rail,PVC Mikron Vinyl o L 1/16• CORNER WELD 12 H-6004 Sash SldelTop/Bot.Rail Mikron Vinyl (ALL :8 ES) SINGLE HUNG 13 1 S-1498 lReinf,S.B.R./S.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 IMPACT 14 1 S-6064 I Glz.Bd.,7/8' Mikron Vinyl 18 1 S-6013 IScm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl a Z <z 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1/2° ❑w O W w o - 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 Z JO Z 1r——<rzC 1 3116' 23 H-1699 Reinforcement,SBR Keymark Alum 7/8• ❑ ¢v)�>-O ro�m 24 P-2190 Balance BSI 9/161 1 1 Z O F=-M¢¢w 0 0 26 P-3046 Take Out lipVC BSI BSI PISSIc } 1/16• 1 58' 2 L118' 1/16' O Z—j Z Z H rA 030- FIXED MEETING RAIL ❑ Z— Z F. y 27 P-3783 Lock,Impact,PVC Interlock SCREWED TOGETHER WITH ZQ O Z V 2 Z U 1/16° OUTERFRAME F—u.(DZ O,Z 28 P-0069 Keeper,Impact,PVC Interlock Zamac REINF.,IMPACT HOOK-1112L-7� 1:8 a: 2¢O t-I=-'Z— 30 P-3215 Weep Corer w/Flap Gaer Plastic I¢ Cc% }0 3 O 32 P 3429 WSip.,0.270 X.187 back FiDSeal,Gray Ultralab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W rn w O❑O J U)W 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a ?x—a ¢O—c/t 38 P 3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/1it 9/16' O =~¢ w=Oc 39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2" 1 1/g•-{ y16, t t/g•� a I- a ¢�'a 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 I +rr�rrnr 44 P-3342 Seam Sealer,SM-5504 Schnee 7/9 18 1 S 16° 79 p%%' "OREW 45 P-3752 Cap Plug,1/2'Hole M&M Nylon 1l1s oas 1/16• �•` 5 .......... ...N.'•GQ�' 47 P.3438 Sikaflex 552 or Pudect Glaze'H' Sika/Henkel /t6' SF'.••,�� 48 P 3352 Set.Bik.,85 Dur.,1/8'X 5/8'x 2'Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 No 58201 51 P-3881 Temporary Lbl.(NFRC(DP) 52 P-3613 CWS Lbl.(logo) Pro Label ye' S9 STATE OF 53 Sash SEE SHEET2 GLASS 3!a' O• 54 Fixed Spa SHEET2 GLASS 316'Tto •'o R%-S ��.`� 56 P•3281 Spacer Duraseal 13 15116' 1/16° 1' 1�1/16 7/a' ��4`S/ONA4ENG62 P-3218 Screen Frame,Horiz. Allmetal Alum 1/1g• L L L_ rr4rrrrr�n+�� 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF.BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 64 P-3321 Screen Frame Comer Key Allmetal Plastic 65 P-3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass 66 P•3228 Screen Spline,.155 Dia.,Elk. Dapa Vinyl r 67 P-3029 Screen Pull Tab Summit Alum 9/22/2017 68 P-3033 Screen Spring,SS FI.Screen. SS 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3!16' FL PE#58201 72 1 S-6063 lCover,Fixed Rail Mikron Vinyl p 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2',Pan Head,TEK Fastenal Steel PH.941-380-1574 1 5ri6° 1/2' SHEET DESCRIPTION: LINE ITEMS NOT USED: 5 3r16' 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 6 � I-�-3'�'1 BOM AND EXTRUSIONS 7/}'— t/16° r0 0 SCREWSUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWG#: REV.: CWS-812 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 4 OF 6 a0lbm 6-MAX.(TYP.) 17'MAX O.C.(TYP.) WINDOW SYSTEMS 6'MAX(TYP.) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 -- -- -- WWW.CWS.CC I I SEE NOTE 2 8100 PVC 10 1/2' I I Xo.C. SINGLE HUNG (TYP-) 10 MA 1-- O INSTALLATION IMPACT ANCHOR(TYP.) N ILI O 01110.-,a ¢ "Z� ow w ZZQ cc °00 0F0 a= 4•(TYP-: U uw ;z° - nD_- 0 Z_j-ZFDw I I 55— ¢ IFZLLnOOLLZ V > ¢yOw-xo_ MAX O.C. W O N Wa CC�0_j In I I I ^ I -¢ W=pWao �2>. IL a.�- pwurnq O �+CENSF••�Ay�i. 4•(TYP.) NO ANCHORS REOUIRED IN SILL �'• No 58201 •':n� it A ANCHOR LAYOUT-(FLANGE) gip;• STATE OF :�� NOTES: lip ONA l"ll +++` 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/2 212 0 1 7 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3•FOR MASONRY,1'FOR WOOD AND METAL. DRAWN BY: DATE: BAT 06/18/12 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. DWG a: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-812 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCAM: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:15 5 OF 6 TYPICAL HEAD ANCHORAG9seffm MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE I BY OTHERS 1900 SW 44TH AVE. 1/4'MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE I MIN.EDGE DIST. 8100 PVC BY INSTALLER SEE TABLE 1 INSIDE AND OUT INSTALLATION ANCHOR SINGLE HUNG SEALANT BEHIND C� SEE TABLE I IMPACT FLANGE BY INSTALLER 1/4'MAX.SHIM ¢ Z aZ0 a w z0z Q-zC o F¢N-}O¢3m PERIMETER SEALANT LL Z w Z¢3'g= BY TINSIDE AND OUT O O O 1 j¢=O O¢ NSTALLER INSTALLATION ANCHOR U U_y F Z D-F m(- SEE TABLE I SEALANT BEHIND Z p V` 99 O-Z I.- U y FLANGE BY INSTALLER ¢ Z O O Z O } WwOmoZ CONTINUOUS DOUBLE 3116'BEADS OF rB HORIZONTAL SECTION Q ¢¢y V Z Uj TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE p~} }s O PERIMETER AT ALL INDICATED POINTS R w m p BETWEEN FRAME AND BUCK BY INSTALLER. a w n. s O cn to O w~¢ w=¢c}n 1/4'MAX SHIM a (L ¢ IL w SEALANT BEHIND FLANGE BY INSTALLER ��PNO'mw�T l,' PERIMETER SEALANT :�c?'V�'ENS' i BY INSTALLER MIN.EMBEDMENT No 58201 •L'P INSIDE AND OUT SEE TABLE 1 SUBSTRATE BY OTHERS10.9 STATE OF W� SEE TABLE I � •�R OP G\�� MIN.EDGE DIST. icnS'• O R 1 ; SEE TABLE 1 •.,�� IONA;EN��. A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE 9/2 212 0 1 7 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATETYPE ANCHORTYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 CONCRETE(2.0 KSI MIN.) 3116'ITW TAPCON 1-1/2' 1-1/8, PERIMETER YRI INSTA LEREALANT 1239 NORTH JABARA AVE. INSIDE AND OUT NORTH PORT,-1 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3(16'ITW TAPCON 1' 2' ^ PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3f16'ELCO ULTRACON 1' 1' L C , HORIZONTAL SECTION SHEEP DESCRIPTIIXJ: 6 BOX FRAME INSTALLATION GROUT-FILLED CMU(ASTM C-90) 3(16'ELCO ULTRACON 1-1/4' 2-1/2' HEAD AND SILL SIMILAR FOR BOX INSTALLATION 2XMIN.SOUTHERN PINE(G=0.55) 3/16'ITW TAPCON 1 38' 7/8' INSTALLATION DETAILS OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2XMIN.SOUTHERN PINE(G=0.55) 910 WOOD SCREW 1-318' 7/8' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAwHeY: DATE: 16 GAUGE(0.060')MIN.STEEL STUD #10.16 HILTI KWIK-FLEXOR ITW FULLTHREAD BAT 06/18/12 (33 KSI YIELD MIN) TEES SELF-DRILUNG SCREW THRU 0.060' 7/16' MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG is REV.: INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 1/8'ALUM.(6063-TS MIN.)OR #10GRADE SSELF-TAPPING/ FULL THREAD CWS-812 C 7/16' -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6 T 7/27/2020 Florida Building Code Online BCIS Home ! Log In User Registration � Hot Topics I Submit Surcharge i Stats&Facts Publications j Contact Us I BCIS Site Map I Links 1 Search Florida r i ;:rl Product Approval �, t°f USER:Public User Product Approval Menu>Product or Application Search>Qpolfcation List>Application Detail • •= >;,,x FL# FL17354-R2 Application Type Affirmation 'b Code Version 2017 Application Status Approved Comments Archived Product Manufacturer C stom,Wi�td ndo s . Y Address/Phone/Email 1900 SW 44t Avenue Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Authorized Signature Kevin Pine &,47-/ �/ p /Yk4 / �j kpine@cws.cc ��C�C R U � Technical Representative Erin Koss /lv%cp.�" �CQ cote Rev'A/c/jv's Address/Phone/Email 190 S 34474 W Ave. Ocala, (352)368-6922 Ext291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. C/7O� 4)17. Ocala,FL 34474 ' ^'V cv (352)368-6922 Ext 291 W jlathrop@cws.cc Category IWlndows aw» Subcategory �Flxed._ ' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas.A Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2030 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL17354 R2 COI Eva IReD CW5-944A(PW-615,N1 ),per Referenced Standard and Year.(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 Equivalence of Product Standards Certified By hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrYw%2b%2frk3exDYdimZgpt%2boMytOZjOcRz%2f<hw%3d%3d 1/2 7/27/2620 Florida Building Code Online Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes :')No .,N/A FL17354 R2 COC 6thEdFBC-FL17354.pdf Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 09/14/2017 Date Pending FBC Approval Date Approved 09/15/2017 Summary of Products FL# Model,Number or Name Description _ 0�s--... _� - .. 9 I- t 17.354:I': P 615 Vinil;Fixed Window PW=615=Vinyl Fixed Window, Non-Impact Limits of Use Installation Instructions Approved for use in HVHZ: No FL17354 R2 II CWS-944A(PW-615,NI),pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Tuner PE-58201 Impac ikR is_scant.A Created by Independent Third Party:Yes DesignsPressure:-+90/-50 Evaluation Reports Other:PW-615,Max sizes 54"x 96"&68"x 76",Fin, Flange, FL17354 R2 AE EvalRep CWS-944A( W- 1 ,M),pdf DP+50/-50 PSF.Glass complies with ASTM E1300-04. Created by Independent Third Party:Yes 17354.2 PW-655 Vinyl Fixed Window PW-655 Vinyl Fixed Window, Non-Impact Limits of Use Installation Instructions Approved for use in HVHZ: No FL17354 R2 II CWS-945A(PW-655,_tI),pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+50/-50 Evaluation Reports Other:PW-655,Max sizes 54"x 96"&68"x 76",Fin,Flange, FL17354 R2 AE Eva IReD CW5-945A(PW-655 NI),pff DP+50/-50 PSF.Glass complies with ASTM E1300-04. Created by Independent Third Party:Yes Back Neat Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer._qMyright-2007-2013 State of Florida.::Privacy Statement::Accessibility statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® 9hEc M Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsRyNw!NWDrYw%2b%2frk3exDYd!mZgpt%2boMytOZjOcRz%2fKhw%3d%3d 212 GENERAL NOTES: PICTURE WINDOW - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 3) WWW.CWS.cC 97114"FLANGE WIDTH 3.CONFIGURATIONS:"0".ARCHITECTURAL SHAPES INCLUDE,BUT ARE 96•MAX UNIT W IDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 615 PVC 91 15/16"GLASS DLO 4.DESIGN PRESSURE RATING(SEE SHEET 5): PICTURE WINDOW A -NEGATIVE DESIGN GLASS TABLES ASTM LOAE-D13 0-04.D ON,TESTED PRESSURE AND NON-IMPACT ———————————————— -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES n ASTM E-1300-04. d w N F FLANGE 1 I I 5.ANCHORAGE:THE 331/31%STRESS INCREASE HAS NOT BEEN USED o p IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR ANCHOR HEIGHT , B I 113 DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD } MAX I O I ANCHOR CALCULATIONS. w m UN IT U) HEGHT 1 1 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE 0 Z 49 15/76• I I _ SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. v 0 I D O� 7.ALL FRAMES FULLY WELDED. ¢ ZO w cc ———————C —— —————— 8.SERIES/MODEL DESIGNATION PW-615. (L a w D: C A 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ¢ C)691/4"FLANGE WIDTH o N O=FIXED SASH o, w o 68"MAX UNIT WIDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR, 6316/16"GLASS DLO LOCATION. < Z ,��puut'rrpr —————————— — IP.........TG��i I e No 58201 IM I I c Lucas A.Turner 771/4" I I 7 2015-04-03 �9= STATE OF .44u FLANGE I I D 16:43-04:00 0�.: .��u�. HEIGHT I I 7 , 7s" O I MAX I I y NIT HEIGHT 7115/16" I 1 4/3/2015 LUCAS A.TURNER,P.E. DL GLASS i i FL PE#58201 NORTH PORT,FL 3 288 —————————— — PH.941-380-1574 SHEET DESCRIPTION: A 7 GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.....1 DRAWN BY: DATE: ARCHITECTURAL SHAPES................. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ADE 09/05/14 GLAZING DETAILS...............................3 SECTION VIEWS&ALT.FRAME........4 68"x 76" SEE COMPARATIVE ANALYSIS NONE DWO9: REV.: DP CHART,BOM&EXTRUSIONS.......5 CWS-944 A ANCHOR SCHEDULE&NOTES..........6 96"x 54" CHART, SHEET 5 NONE SCALE: INSTALLATION DETAILS.....................7 SHEET 1:25 1 OF 7 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 615 PVC PICTURE WINDOW 0 NON-IMPACT FULL ELLIPSE(OVAL) N F 0 0 Y W m FULL CIRCLE U z TOMBSTONE co TRAPEZOID LL O e (A N Z W W 0 a d w pC G U o W o O z ,,,�ti111 IR1�ff ffff' 1/2 CIRCLE OCTAGON No 58201 %-P N TE '9� STATE OF l��/ 1.SEE SHEET 6 FOR DETAILED ANCHOR INSTALLATION REOUIREMENTS. S ...... 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. fOi�r Ail% ,,` THRU FIN-WOOD OPENING. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 4/3/2015 RECTANGULAR WINDOWS ON SHEET 1. 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS LUCAS A.TURNER,P.E. MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 6,WITH ANCHOR FL PE#58201 SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: 1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 09/05/14 DWG#: REV.: CWS-944 A SCALE: SHEET 1:1 2 OF 7 7/8"OVERALL 7/8"OVERALL WINDOW EMS 118"ANNEALED 1/8"TEMPERED 1900 SW 44TH AVE. OCALA,FLORIDA 34474 518"AIRSPACE 5/8"AIRSPACE WWW.CWS.CC 1/8"ANNEALED 118"TEMPERED 615 PVC 9 PUR ECTGLAZE"H" 9 PURFECTGLAZE"FP PICTURE WINDOW NON-IMPACT �S S BITE � &BITE Wn 10 10 c ¢� ❑❑ ❑❑ co W In LL > If w 0 w a a h- 0 w Q 0 c U) GLASS TYPE A GLASS TYPE B o z tl{llfllff/� 7/8"OVERALL 7/8"OVERALL 0%% 40REW�ffi, ........S TG�� 3116"ANNEALEDF-3116"TEMPERED `�JGP`:�\GENF•.,�P,i��,' 1/2"AIRSPACE 1/2"AIRSPACE �� No 58201 ' 3116'ANNEALED _3116"TEMPERED -13 '`u�: SIKAFLEX5520R SIKAFLEX552OR it %90%. STATE OF 9 PURFECT GLAZE"H' 9 PURFECT GLAZE"H' C p R 1 O P Q\?�� S BITE ��BITE ZZ 10 1D ❑ 4.TUR 5 ❑ 1 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. ❑ ❑❑ NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: 0 0 ADE 09/05/14 DWG O: REV.: GLASS TYPE C GLASS TYPE D CWS-944 A SCALE: SHEET 1:1 3 OF 7 WINDOW SYSTEMS INTERIOR 1900 SW 44TH AVE. 8 8 OCALA,FLORIDA 34474 www.cws.cc 615 PVC FIFL) PICTURE WINDOW Ll NON-IMPACT a❑❑ N oO w m U) 1 FIE:io 000� I I m D LL 00o y D �. 0W � o � 3 7 5 5 7 4 wa a 7 Wcc B SECTION VIEW B-B c w 5 j O - Q Z INTERIOR d��,5�Ptp10 RE W rTG��'i y;OENs�..'Py': r f� ND 58201 B 6t �2z STATE OF .kI.` 10 �� ❑ �❑ ❑ ��'4SiOfVA�E��`� 2 ❑� 11 ❑� 4/3,�5 ^�❑ �❑ LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 0 NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS SECTION VIEW C-C DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 09/05/14 DWG F: REV.: CWS-944 A SCALE: SHEET 1:1.33 4 OF 7 "0*CONFIG.DESIGN PRESSURES,PSF (POSITIVE AND NEGATIVE PRESSURES ARE EQUAL) ITEM PART# DESCRIPTION VENDOR MATERIAL GLASS UNIT WIDTH(IN.) I H-6128FLG MAIN FRAME,FLANGE,HEAD ATN PVC TYPE 18 24 30 36 1 42 48 1 54 1 60 66 1 68 1 72 76 78 84 90 96 2 H-6128FLG MAIN FRAME,FLANGE,SILL ATN PVC VVINDOW SYSTEMS 0 75 75.0 750 75.0 7 D 75.0 75.0 75.0 75.0 75.0 75.0 3 H-6128FLG MAIN FRAME,FLANGE,L JAMB ATN PVC 1900 SW 44TH AVE. 18 75.0 1 75.0 75.0 75.0 75.0 75.0 1 75.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 4 H-6128FLG MAIN FRAME,FLANGE,R.JAMB ATN PVC OCALA,FLORIDA 34474 BorD 75.0 75.0 75.0 75.0 75.0 75.0 1 75.0 75.0 _7" 75.0 7&0 75.0 75.0 75.0 75.O 75.0 WWW.CWS.CC A 75.0 1 75.0 75.0 75.0 75.0 75.0 1 70.6 62.3 55.9 54.8 52.6 60.7 jwjft&%Am Laqwcm 5 GLASS SEESHEET4 75.0 1 75.0 _75- 24 C 75.0 .0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 1 7 1 S-6141 1GLAZING BEAD ATN PVC B or D 75.0 75.0 75.0 _T5_0 _T5_0 7-5.0 75.0 75.0 7T_0 75.0 75.0 -T5.`D-i5-.o 75.0 75.0 75.0 a S-6144 FRAME FILLER ATN PVC 615 PVC A 76.0 75.0 7&0 75.0 7&o 75.0 MS 60.3 51.B CtM% IVVIRW,-.9LLL'llW,W-lw*e%R=_4WA 9 IPURFECT GLAZE"H",SIKAFLEX 552 HENKEL/SIKA PICTURE VONDOW 30 0 ITO- 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 1 72.3 70.0 68.1 B or D 7 0 75.0 75.0 75.0 75.0 75.0 75.o 75.0 7610 75.0 75.0 75.0 75.0 1 75.0 75.0 75.0 10 P-3352 ISET.BLK.,85 DUR.,1/8"x 5/8'x 2"Lg. NON-IMPACT T--Xb 75.5 -Ts-6--Ts-5 75.0 73.3 65.5 58.5 61.8 IA�OM ftwlt V�zbw�01KM mm 4am1p 0mv 11 H-6128FIN[MAINFRAME,FIN,PVC I ATN PVC 36 -c -7575- 75.0 75,0 T5_0 _fS_0 75.0 75.0 75.0 76.0 1 75.0 71A M6 64.3 57.8 53.7 50.6 ffo-rD 76.0 -75_0 ' 75.0 75.0 1 75.0 75.0 _75._0 -75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.9 66.3 FRAME CORNER A 75.0 76Y 75.0 76.0 72.4 64.6 56.7 51.9 �.2�ggg� roxx-rom rWyj irml CONSTRUCTION 42 -C 7-5.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.3 66.7 62-9 62.9 55.6 50.6 WMr� zg _T-_ -75- -- -9.-3 sm _i5_07_75-0 75.o -75-5 -T5-5 75.0 75.0 0 75.o .5 ' 76.4 Sort) 75.0 75.0 �d A -76.0 1 75.0 75.0 73.3 64.6 56.3 50.1 ftliprj 1 9 rew'awv*-V-;OYA krg�m m" :g 48 C 75.0 1 75.0 1 75.0 75.0 76.0 75.0 1 75.0 1 75.0 70.8 67.6.1 62.0 57.2 61.8 55.6 50.6 ,"AMP w Do '®r 0 75.0 1 75.0 --T570- 7K_G 75.0 75.0 1 75.0 75.0 M8 67.6 63.3 63.3 63.3 63.3 58.8 53.9 0 z 03 A 75,0 1 70.6 618 65.5 56.7 50.1 mm�gm mom_Mw URN REM mgm Egmv Fww Tm 0 54 c 75.0 1 75.0 75.0 75.0 75.0 75.0 72.4 72.4 67.8 SCS 58.8 54.0 1 50.0 1 50,0 50.0 gam' v 65 --a'®rb - -T2-4 -T274 67.8 64.5 58.8 CORNER WELD 75.0 75.0 75.0 76.0 75.0 75.0 54.0 50.0 50.0 50.0 50.0 8 :2 > (ALL SIDES) w - A 75.0 622 -TO_3 --W.5- 51.9 %M M4M i 9,Fs T W 55;_Rmi W-m- - cc 0 jr mgg�--- I W _ 60 0 jf_0 75.0 75.0 75.0 75.0 75.0 72.4 64.2 63.3 61.5 56.7 51.7 5. t6- -T-- 3 7/16' a BorD 75.0 75.0 5.0 T6_0 75_0 75,0 7�2._4 _19._2 _W_2 -56.7 51.7 w cr A 75.0 55.9 51.8 51.8 t4"4 M' )M 66 c 75.O 75.0 75.0 75.0 75.0 70.8 67.8 63.3 53.1 53.1 53.1 50.3 '®rf) 75.0 75.0 75.0 .0 75.0 70.6 67.8 64.2 53.1 53.1 53.1 50.3 5116" A .0 54.8 TiNF��= "m AW�b ❑F 2 < 0 2� in�E *dlw_� T z 68 _C 75.0 75.0 75.0 75.0 72.3 67.6 64.5 61.5 53.1 50.0 50.0 1 1 2 11116" 3 1511er 1116. Tr I ETD 75.0 75.0 Tf5._0 750 _7_!r_07T7_6a__5W695_l 50.0 50.0 50.0 4 A 75.0 52.6 R-MM tKhVfk W'M_Tg-"W. -5-M TW M-M 2�Mg woREW ig,,, .......... -, 75.0 75.0 75.0 71.1 66.7 1 62.0 58.8 56.7 53.1 50.0 pp�', 72 C 0" 1/16" .0 0 5 Ns'-... , a 75.0 75.0 75.0 75.0 1 63.3 1 58.8 56.7 53.1 50.0 L -4ml - "Jetift u0m A 75.0 50.7 i�jw_l Amp 2d�_e.�� PVC GLAZING BEAD No 58201 t 76 C 75.0 1 75.0 75.0 66.6 62.9 57.2 54.0 51.7 50.3 _kNUWj PVC FRAME FLANGE S-6141 -9-orD _15A 75.0 75.0 75.0 75.0 63.3 54.0 5T107- 50.3 50.0 H-6128FLG A -T575-u- .4vz . w. I I � % :luz ww - - E�t If. . 78 0 75.0 MO 75.0 6&3 62.9 61.8 60.0 1 1 • 7 6 7 7 7 5 5 0 5 .0 0 0 7 0 0 75" 5 E7 0 5.6 7 0 7_,., 7 7 'r 75*0 7.0 �.o 3,3 5.0 67 r)_0 7'.0 .9 ".0 Mir7561_ 717'6*7 '50-' 75.0 Mo 7 0 75.0 5 9 cc w L 75.o 7."o AM 75 7 75.0 75 A 7)-0 uftw C 7 5.' 7 ' A 7Ei.o C 75.0 7.0 B or D _75707T5-_0_ 75.0 _T5_0 _7'S_093_3T0_0 3 7/116-7 ........I- N L %t ts 1tv t1tv A 75.0 glak#X fflq'm*jftWu xfo�N 84 -fS-.O- 75-0 72.3 57.8 55.6 55.6 50.0 11 1 tv 314" _W`®rD 75.0 75.0 75.0 75.0 7M4 63.3 50.0 1/A:� A 75. IF_,Wg- Ams rnmk 'j, 4/3/2015 90 75.0 1 75.0 70.0 53.7 60.6 50.6 60.0 - BorD /5-0 1 75.0 75.0 -71-.9 -64.-3 58.8 50A 3 9116" 1/16, LUCAS A.TURNER,P.E. A -75.6-1 1mvp;,w_w 5wr- 5 5F mg,7 F FL PE#58201 96 0 68.1 50.6-WWI t;m FEW, 1239 JABARA AVE. B or D _75-0 -66-3-769-1 53.9 _5_0.0_ D PVC TRIM NORTH PORT,FL 34288 S-6144 PH.941-380-1574 SHEET DESCRIPTION.' PVC FRAME FIN DP CHART,BOM AND H-6128FIN EXTRUSIONS DRAWN BY: DATE: ADE 09/05/14 b_WG-a. WE-V.- CWS-944 A SCALE: SHEET NOTE: IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1:2 5OF7 4"MAX.(TYP.) B"MAX.O.C.(TYP.) �S�CSQYAL(YIWI 6-MAX.(TYP.) 9 1/2"MAX.O.C.(TYP.) SEE NOTE 2 4"MAX(TYPO SEE NOTE 2 6`MAX.{TYP.} WINDOW SYSTEMS ----- -- ------ --_ _—_ ------- 1900 SW 44TH AVE. OCALA,FLORIDA 34474 i I I I W W W.CWs.CC I I I I I I M I I Ax O.C. 615 PVC I (TYP.) 1 I PICTURE WINDOW I 1 M1AXD.C. j I j I NON-IMPACT (TYP.) I I I I I I( a p INSTALLATION INSTALLATION ANCHOR{TYP.) I I ANCHOR(TYP.) w m I I I I ( I I I Z ( ( I I v fA I I I I I I I w � oQ I I I o °- � cr � US ANCHOR LAYOUT-(FLANGEI ANCHOR LAYOUT-(FIN) 4 z �i{1!ltitttt ,``�r5�Pp10REW TG�t� t No 58201 ZIP J'�+ '9: STATE OF � NOTES: %Or cC 0p;' ��• 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. .......... 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 1W. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE y CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. f 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 4/3/2015 LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE It 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 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 NORTH PORT, 34288 PH.941-380-1-1574 SPECIFIED IN TABLE 1,SHEET 7. SHEET DESCRIPTIC 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 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. ADE 09105/14 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DwG a: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-944 A FMA(AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIW DMA 250(BOX WINDOWS),FMAtAAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:20 6 OF 7 MIN.EMBEDMENT SUBSTRATE tpy�1� TYPICAL HEAD ANCHORAGE SEE TABLE t BY OTHERS I�tli III/f MIN.EDGE DIST. 114'MAX.SHIM SEE TABLE t MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 WI SYSTEMS SEE TABLE 1 BY OTHERS 1900 SW SW 44 44TH AVE. SUBSTRATE BY OTHERS SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE t 1/4"MAX.SHIM� �(—� MIN.EDGE DIST. W W W.CWS.CC MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 OQ 615 PVC INSIDE AND OUT PICTURE WINDOW SEALANT BEHINDC� MIN.EMBEDMENT FLANGE BY INSTALLER 114^MAX SHIM Q❑❑ SEE TABLE I NON-IMPACT !❑ q�vo p PERIMETER SEALANT N ul PERIMETER SEALANT Oeo BY INSTALLER BY INSTALLER INSIDE AND OUT o INSIDE AND OUT INSTALLATION ANCHOR Y SEALANT BEHIND SEE TABLE 1 w m FLANGE BY INSTALLER SEALANT BEHIND U) INSTALLATION ANCHOR FIN BY INSTALLER Z SEE TABLE 1 (g� HORIZONTAL SECTION �� HORIZONTAL SECTION m O 7 TYPICAL JAMB ANCHORAGE KrT TYPICAL FIN ANCHORAGE U) HEAD AND SILL SIMILAR FOR FIN INSTALLATION N -ry > CD n a: a OC U cc rW a �F ❑ < LU � SEALANT BEHIND �� p 1/4"MAX.SHIM Q Z FLANGE BY INSTALLER ��ttt��ll p10REw" -.4% 14 PERIMETER SEALANT MIN.EMBEDMENT J�, .......... .E N S•rGP r�"r BY INSTALLER INSIDE AND OUT SEE TABLE 1 Sv t No 58201 S 3 SEE TABLTE BY OTHERS O MIN.EDGE DIST. Q f v'^ STATE OF .`wkt� SEE TABLE i SEE TABLE I %On•.,�� SEALANT UNDERSCREW HEAD BY INSTALLER VERTICAL SECTION rrQ"S.S.. FT1„NCj`�1 7 TYPICAL SILL ANCHORAGE ❑❑ �t�r tONA�LtEtia�' TABLE I:APPROVED INSTALLATION FASTENERS 4/3/2015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"RW TAPCON 1-1/2" 1-1/8" FL PE#58201 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16'ITW TAPCON 1. PERIMETER SEALANT 1239 JABARA AVE. 2` BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON 1" 1^ INSIDE AND OUT PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1@« [D1 HORIZONTAL SECTION SHEET DESCRIPTION: 7 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16`RW TAPCON 1 3/8• 718^ HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAW BY: DATE: FLANGE 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR RW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060 7l16' AOE 09145114 1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-944 A FIN 2X MIN.SOUTHERN PINE(G=0.55) 1#8 WOOD SCREW 1-1/2` 7/16' PRODUCT ANCHORAGE IS IN SHOWN OR FLANGE WINDOWS. SHEET WLTH REQUIREMENTS AS SCALE: SHEET 1:2 70F7 7/27/2020 Florida Building Code Online } BCIS Home Log In User Registration Hot Topics ( Submit Surcharge Stats&Facts Publications I Contact Us I, BCIS Site Map' Links Search a db :!Product Approval r USER:Public User PL 577 7 r a9 Product Approval Menu>Product or Application Search>Application List>Application Detail .a «;• r, ^`YY FL# FL5777-RS Application Type Revision Code Version 2017 Application Status Approved Comments Archived ('3 Product Manufacturer ustom Window 5; stems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc A(L W Authorized Signature Kevin Pine kpine@cws.cc IVA-r AND VVIrN Technical Representative Jay Lathrop Q�A/ C/r}�®P��G'C0,0 Q®'Os' �'° vA1jfL1�f� Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde RE Address/Phone/Email 1900 OcalaSW 4447AVe �'1" ' 0�'�� (352)368-6922 Ext 221 PLAN amonteverde@cws.cc 'EXAM Category Windows Subcategory MUllio SI Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C; Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2030 Validated By Steven M. Urich,PE Validation Checklist- Hardcopy Received Certificate of Independence FL5777 R5 COI EvalReport244C.pdd Referenced Standard and Year(of Standard) Standard Year AAMA 450-10 2010 AAMA/WDMA/CSA 101/I.S.2/A440 2005 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs%2bZljLJBTNUNsVLNAVEUOeJx[oYrod3ZQ%3d 113 7/27/2020 Florida Building Code Online FL5777 R5 Equiv FL5777 Equivalency_pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/29/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 5777.1 Adjustable(Angled) Mull Adjustable Mullion for Alum.and PVC Windows. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5777 R5 II CWS-243C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Not for use in HVHZ.See Mullion Product Evaluation FL5777 R5 AE EvalReport243C.pdf Report for complete list of Limitations and Conditions. Created by Independent Third Party:Yes 77,2: QWS°1758�M_--ull' ar 3" MwIIYBar•for PVC Windows. v -- Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5777 R5 II CWS-430C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 6fffiW fi'Resistant: No Created by Independent Third Party:Yes 'Design'Pressure: N/A Evaluation Reports Other:See Mullion Product Evaluation Report for complete list FL5777 R5 AE EvalReport430C.pdf of Limitations and Conditions of Use. Created by Independent Third Party:Yes 5777.3 CWS-1759 Mull Bar 4" Mull Bar for PVC Windows. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5777 R5 II CWS-431C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See Mullion Product Evaluation Report for complete list FL5777 R5 AE EvalReport431C.pdf of Limitations and Conditions of Use. Created by Independent Third Party:Yes 5777.4 CWS-1760 Mull Bar 5 1/2" Mull Bar for PVC Windows. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5777 R5 II CWS-432C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See Mullion Product Evaluation Report for complete list FL5777 R5 AE EvalReport432C.pdf of Limitations and Conditions of Use. Created by Independent Third Party:Yes 5777.5 CWS-1950 Mull Bar 2"Mull Bar for Aluminum Windows. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5777 R5 II CWS-245C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure:+N/A/-N/A Evaluation Reports Other: Not for use in HVHZ; See Mullion Product Evaluation FL5777 R5 AE EvalReport245C.pdf Report for complete list of Limitations and Conditions of Use. Created by Independent Third Party:Yes 5777.6 CWS-1952 Mull Bar 3"Mull Bar for Aluminum Windows. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5777 R5 II CWS-244C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure:+N/A/-N/A Evaluation Reports Other: Not for use in HVHZ; See Mullion Product Evaluation FL5777 R5 AE EvalReport244C.pdf Report for complete list of Limitations and Conditions of Use. Created by Independent Third Party:Yes hftps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs%2bZljLJBTNUNsVLNAVEUOeJxloYrod3ZQ%3d 2/3 3" PVC MULL BAR - NON-IMPACT GENERAL NOTES: o5obo,1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WINDOW SYSTEMS SHOWN WDIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. 2.CONFIGURATIONS(SEE SHEET 2):VERTICAL OR HORIZONTAL. OCALA,FLORIDA 34474 WWW.CWS.CC 3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. (REFER TO SHEETS 2-3) 3" PVC r — -————— 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE MULL BAR s DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. NON-IMPACT 5.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS O REQUIRED IN WIND BORNE DEBRIS REGION. a Z � ¢Z 3 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER z w�o ¢k Z w DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. w Z o z}O¢�:m ---- U. F-W ZI-3: S ANCHOR CLIP —— ———————— — ANCHOR CLIP 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT Z Z=2¢D:wO O A I C I APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE OU 00 U)�Z a H CQ a 6 I 7 I APPROVAL p ZOZU�ZOLLU O g 0 Q 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY ¢-IL w 0=O Z g I APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY a ¢¢0 N U H z uj REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, O o }Z)�O 2 BUILDING OWNER OR CONTRACTOR. ¢ Z O W cn 00 w co w 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS 0 w F-0 d DRAWING. SINGLE DOW SYSTEMS,INC.AND MUST BE MADE OUT OF VNYL VC OR MANUFACTURED BY a F- w a Q CUSTOM WINDOW a X X X EXTRUDED ALUMINUM. 10 VERTICAL W WIDTH AND HEIGHT ARE NOT AND MULLIONS ARE ANCHORED AS `�k'* AID�RE4y►�� UNIT Q Q 4 SHOWN HERE IN. �`'GQ°;.Y�CENSF..Py�� G F E D 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. �;' No 58201 :�13 10 10 9 9 ANCHOR CLIP VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. Z*: * e EXAMPLE HORIZ/.VERT.MULLION %9•; STATE OF FOR SECTION VIEW ONLY S O% A, p;•4� ANCHOR CLIP Lucas '�.,ss%ONA..... Turner ►+►,��..� -- -- -- -- 2017-09-28 07:10+20:00 X� I II I I II 0 I 9/26/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 X I I X I SHEET DESCRIPTION: I II I TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS...............1 -- -- -- -- DRAWN BY: DATE: DP CHARTS.................................................2-3 BOM&EXTRUSIONS.....................................4 ANCHOR CLIP FRS 04/13/09 EXTRUSIONS.................................................5 DWG#: REV.: SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY CWS 430 C INSTALLATION DETAILS..........................9-10 SCALE: SHEET 1:25 1 OF 10 J DESIGN PRESSURE CHART(PSF)FOR NON-IMPACT ALUMINUM 3'MULLION H-1758,HORIZONTAL OR VERTICAL,WITH 1522 or 1767 CLIPS USING FOUR(4)#10 SCREWS INTO WOOD or METAL,3/16'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONRETE WITH WASHERS PER CLIP. HOLLOW or GROUT-FILLED BLOCK REQUIRES FOUR(4) (l 77/7(�cr�j/nT l• 1/4'ELCO ULTRACON WITH THE 1767 CLIP. V15(yN1(ll4UULl(! OPENING WIDTH(in.) WINDOW SYSTEMS 1900 SW 44TH AVE. 39 45 51 57 63 69 75 81 87 93 99 106 3/8 114 120 132 144 OCALA,FLORIDA 34474 37 120 120 120 120 120 120 120 120 120 116 109 102 96 91 83 76 www.CWS.CC 42 3/4 120 120 120 120 120 120 120 113 106 99 94 88 82 78 71 66 483/4 120 120 120 120 120 113 105 98 92 86 81 76 71 68 62 57 3" PVC 531/8 120 120 120 120 111 103 95 89 83 79 74 69 65 62 57 52 MULL BAR 57 120 120 120 112 103 95 88 82 77 73 69 64 60 58 53 49 NON-IMPACT 63 120 1 120 110 1 100 92 85 79 1 74 69 1 65 62 58 54 1 52 47 1 44 66 3/4 120 113 102 93 86 79 74 69 65 61 58 54 51 49 44 41 a z o 72 117 104 94 86 79 72 66 62 57 54 51 47 44 42 38 35 z ¢ 3 I= 76 103 90 81 73 67 61 56 52 49 46 43 40 37 36 32 30 w z o z Q z z 80 88 77 69 62 57 52 48 45 42 39 37 34 32 30 28 25 r w z J 84 76 67 59 53 49 45 42 39 36 34 32 30 28 26 24 22 0 zO H 0¢Q w p 0 90 62 54 48 43 39 36 34 31 29 27 26 24 22 21 19 18 U v rn w Z o-r w a 3 96 51 44 39 35 32 30 28 26 24 23 21 20 18 18 16 15 z p 01-zonS z 5 0- 102 42 37 33 29 27 25 23 21 20 19 18 16 15 15 - } ¢ o w o oz p z 106 3/8 37 32 29 26 24 22 20 19 18 17 16 15 - - ¢ ¢ ~r_z 114 30 26 23 21 19 17 16 15 w Ou)Qu}iowcn LD w cn 120 26 22 20 18 16 15 - - a�w J EL 126 22 19 17 15 - o wl=-� wi3:¢CD 132 19 17 15 a ~ a ¢ a 138 1 17 1 15 DP CHART IS FOR: gREW ,p�►uun�y� NON-IMPACT 3'MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): ;�Gp°.P OEN F`GQ^iy� 1522 or 1767 CLIPS No 58201 :�-P -(4)#10 SCREWS INTO WOOD or METAL -(4)3/16'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD STATE OF ;WS 1767 CLIPS 1i0 �`..A1 -(4) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 06S o..�.. TRANSOM OVER TWIN TRANSOM OVER TRIPLE TWIN TRIPLE HORIZONTAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION r VERTICAL MULLION r 9/26/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. y I I NORTH PORT,FL 34288 w w z ISITWIN PH.941-380-1574 w w J J w OR SHEET DESCRIPTION: o ITRIPLE1 DP CHART 1 ELOWITS� 154or 1767 CLIP ANCHORS LII I LI II J—II II DRAWN BY: DATE: F� OPENING SIZE" � OPENING SIZE Fes-- Fes— OPENING SIZE�I � OPENING SIZE MULL LENGTH� RS 04/13/09 DWG#: REV.: CWS-430 C SCALE: SHEET 1:1 2 OF 10 J zp 0 MULL LENGTH(in.) m mm mm V SD I-+ �+ �+ �•+ t+ C01 Z ArnOr D� OWo N a 0 A � N C1 O A O a N A W \l � A A � W � m�DN p m 37 NN N W W A (n m J CO O N N N N N N N N W C MULL LENGTH O D D �•• J W N 0) O J N i N 0) W W 0 0 0 0 0 0 0 0 CO m <D > Z 0 D O to O _ _ O 7J 0 -�i cn O D * CVii V W N CD co V A cn V V O 0 0 0 0 O O O W m i7 O Z O o '0 ? r� Nrg x m m G) 1 O° D) O T mr m O C IV N N N W W .A Cn O 00 (p -` O7 0 0 m OC 00 r-i Z J O W W W (D Oo CD CO -� (n 0 0 0 0 0 O O i L _ Z ZZ OOr > 0 O p r zo m < 1 0 0 0 w N W � O N N N N N N V W m m W o 0 0 0 0 0 n L� MULL LENGTH 00 1 2 -� 1O D .sue � C <D r r m W A V N (WD (AD V V 00 CWO W 0 0 0 0 o w = Z m z O m0 co m K G) >K 03 Z L7 W W -0En O r0 �m 0'° NW � 0 m c m V N) O ) 00 000 7 cr: m m y r �� o 3o _ _ _ _ _ mz m O m N N N ((�,�� A A Cn 0) m W N N N N N V m 2 0 O O) O W 03 A N co 0) 0) co (D O O O O O N � Z m x O J p 0 -i0 � -0 x m I-� MULL LENGTH 1 0 0 �jj N N V N N N N N N O v C O I O O O O O Z m r N < r Oo Z z A 00 m O N N N WA CD N N m O CoW to W VNMWOOV z > r O70 z Gi 9 z m c F ° L (,.) ONNNN m Z V (0 CO V ? (WD W A W O W O O O O W 71 p f C -i — _ _ n a) (A s 0 N V CO 0)y 0 r x N W O O O r V I F--- MULL LENGTH—+i p J ]—I I 07 p _ _ _ c r r u < N N W J(�2,7 A A Cn V W i N N N 0 0 m m D d) O ? O A O V W O (n N o 0 0 (n z 0-4 0D m cnn (nr Cnm � D�z E" m N mX co -4 ulm0m00o o L Z , x— N W W AC" m OD 1 o (D -� 0) O m N co co .A O O O O O y, W O rm- m OPENING SIZE 1 0 r I T CD A 0 N C0 V V O 'n O N C Z O i0 m CmZ�O Z m N CNn O CW77 A N -J+ N 0 0 A O O m 04v9-G) � O o Gz) —AU)—" Zm 3 � c F L z Z iq a () m Z r ``1gtitnillf�� PROPRIETARY AND CONFIDENTIAL ° Li cnm S THE INFORMATION CONTAINED IN TD n0) S Wo D�-U� a-0m-uD D :may:.' y c� 9y THIS DRAWING IS THE SOLE Z C W �p� n�0: OWm ?z?o m o: PROPERTY OF CUSTOM WINDOW = r - ho= v 0 2 O=z0 w�> c (`) =D:� m m 2;m: SYSTEMS,INC.ANY r 'O O a> =1 W m < a -n a c m ar,9 O "n";�� REPRODUCTION IN PART OR AS A W m 3 O= m .("i W<0 70 ��'• Cyr.` WHOLE WITHOUTTHE WRITTEN > > n (� o n W a m m ,,'ciyF�R(i�� `' `, PERMISSION SYSITEMS,NCCIS PROHIBITED. a ITEM PART# IDESCRIPTION FRAME TYPE OPENING "T"MULLBAR CLIP "L"MULLBAR CLIP 1 H-1758 1 318'x 3°MULLION TUBE (F-1522-XXX) (F-1767-XXX) 2 #10 OR#12 HEX WASHER HEAD TEK SCREW'(see note below) FLANGE NEW F-1522-013 F-1767-001 WINDOW SYSTEMS #10 x 1 1/2",PANHEAD PHILIPS ZINC 4 #10 FLAT WASHER RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. 6 S-1522 RETRO FIT MULL ANCHOR CLIP FIN NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474 7 S-1897 MULLION CLIP RETRO F-1522-013 F-1767-004(L&R) www.cws.cc 8 SEALANT NEW NOT RECOMMENDED F-1767-001 9 S-1895 DRIP CAP BOX RETRO F-1522-006 F-1767-001 3" PVC 10 S-1896 FLANGE ADAPTER F— T11 S-6018 MULLION INTERIOR COVER MULL BAR 13 P-3486 MULL BAR CAP NON-IMPACT 14 F-1522-013 3'SLOTTED NEW CONTRUCTION FIN MULL CLIP 15 F-1522-006 3'SLOTTED T-CLIP 16 F-1767-001 L-ANGLE 3'MULL CLIP,STANDARD F p w o WHO, O p 17 F-1767-004L L-ANGLE 3°MULL CLIP,FIN,LEFT rF w ZOz Q==)--- 18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT o a co }O¢�:m 19 1#10 HEX WASHER HEAD TEK SCREW LL Z Z= ¢¢w p O O Oro ¢=F¢ USE WOOD SCREW SIZE(#10OR#12),SPECIFIED IN WINDOW UNITAPPROVAL DOCUMENT U U U)F Z L F-u)0- u) LL 1 3�4"—.{I 1r2" 11/16" 9/32" 1 7/16"--�(21 1 7/16"--{ 9/32" �Q O w �Z Z W wcnow((nnw 11 1 1/4" 10 9 �i 7/16° 7r16• ¢ Z w cd L I I EL 20 QOcc 1/16 1/16" DRIP CAP 5-1895 1 13/16" 1 13/16" y8" ¢ x~a ¢�w MULLION INTERIOR (1 15�16 COVER S-6018 FLANGE ADAPTER S-1896 1 3�16" L:L d ~ D- 2 7/16° >L4 FI - (17/8°) a B° yB N�iO(RneEun W13/8" 0 1L(TYP) PcirsryF rGTr �Pf," L ,F. II ^ No 58201 :11 S TOP VIEW 2 7/16° —1 5/16° (2 1/4') 213/16" 1/8" %9 STATE OF 2 1/16"—�{ 5/8" O�fi'"...O A 10 V.,i C� "ONAi1��`,�� 1 3/16° 1/8" 2 3116" 3'MULLBAR H-1758 1/8" MULLION CLIP 5-1897 9/26/2017 1a �a7ra°� LUCAS A.TURNER,P.E. ' 21/4 F-1 FLAN 6 FL A#RA AVE.01 L 1/8" RETRO FLANGE CLIP 1239 JABARA A NORTH PORT,-1 34288 � PH.941-380-1574 SHEET DESCRIPTION: F-1522-013 NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS A SCORE,BEND AND BREAK i TO REMOVE FIN FOR FRAME DRAWN BY: DATE: ATTACHEMENT TO MULL BAR IRS 04/13/09 DETAIL DWG#; REV.: TYP.FIN FRAME 3:1 CWS-430 C SCALE: SHEET NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 10 FRAME TYPE OPENING "T"MULLBAR CLIP "L"MULLBAR CLIP /� �-�y� (F-1522-XXX) (F-1767-XXX) (/ n/7(�vgj/m. /{/�{ NEW F-1522-013 F-1767-001VlS(lCv(6l(UL/UU I1�fj�/�Ij FLANGE WINDOW SYSTEPIS NOTE:IF USING CLIPS WHICH REQ.FOUR(4)ANCHORS PER END(REFER TO I RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. SHEET 2),THE MIDDLE HOLE(CIRCLED)MUST BE USED WITH ANY OTHER I NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474 HOLE AS REQ'D PER EDGE DISTANCE. I FIN RETRO F-1522-013 F-1767-004(L&R) WWW'CWS.CC NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 3°PVC i MULL BAR I NON-IMPACT a z ¢Z� F Ow0w-ja aFwpci 1 18 0 zw ¢w§Z Z}Om�m LL F-wF-��= Z Z=2¢=woo U U ED HZD F�23/4° 21/4" Q 0ZU�ZOLLU ¢?�Ow�=O? ccQ �Uj Z:0 w 00¢wpwww 1 5/8° 12 314°) 2 7/16" m w a0 w~¢ uaio¢� y8"(2)0 d F=- d cc a 7/16'THRU(TYP) 1/4°THRU(TYP) mil 1/2" ��NORr:w OUTSIDE J�VPS"P\CENgFG•Q�!y� L 1/4"(TYP) 7/16"(TYP) No 58201 �'�-P 3W O 3/8" '9t STATE OF ,•W: 1 5/8" 12 3/4"1 1 618" ��4'n�( C O R l O P � ie��'SfO�3„ A 1 1% - ) (i - I 1 s - 1/8" I �z s 7/8" 9/26/2017 LUCAS A.TURNER,P.E. 2 3/q• 2 3/4' I 'V ANGLE 3°STANDARD MULL CLIP-F-1767-001 FL PE#58201 6" 5" 1239 JABARA AVE. NORTH PORT,FL 34288 'L"ANGLE 3°MULL CLIP,FIN(LEFT)F-1767-004L "L"ANGLE 3'MULL CLIP,FIN(RIGHT)F-1767-004R PH.941-380-1574 OUTSIDE SHEET DESCRIPTION: EXTRUSIONS DRAWN BY: DATE: RS 04/13/09 DWG#: REV.: CWS-430 C SCALE: SHEET 1:2 5 OF 10 I I I I I WINDOW SYSTEMS OCAALA,FLORIDA 34474 W W W.CWS.CC I ' 3" PVC SEAL BEHIND FLANGE p � SEAL BEHIND FLANGE p I APPLY SEALANT ALONG FULL MULL BAR C1 PRIOR TO ATTACHING I PRIOR TO ATTACHING 2 TO MULLION LENGTH WINDOW FRAME NON-IMPACT TO MULLION I i p GROOVE PRIOR R TO ATTACHING 2 9 I 8 1' i COVER 1 -� Z a FIN MUST BE REMOVED p it I 11 p 11 Z o.10 ¢F Z w WHERE WINDOWS w z O z Q--In I CONNECT TO MULL ' z Z= z¢�2 In O OI-O atu00 O UCnl-UdF na I I 0 z—�zzr �m Z OOOaj 5U— ¢ z z 1 ( Y Q�owooaz I I a �a nc~i~zcri HORIZONTAL MULL BAR SECTION I L91 HORIZONTAL MULL BAR SECTION I (DVERTICAL/HORIZONTAL MULL BAR SECTION 0 O a w o w in w s FLANGE FRAME WINDOW I �&J FIN FRAME WINDOW ( L�BOX FRAME WINDOW a z=a u a S2�y O wH¢ Wxw� a n. Ir --------------------I----------------------_..- ----------------_ --.._ ------- rADRFW 71 1 2 I APPLY SEALANT ALONG FULL 'Al`O�°vy.tFh.. 15 i 2 I I LENGTH OF MULLBAR GROOVE • No 5$201 • �"P p PRIOR TO ATTACHING DRIP ADAPTOR I FIN MUST BE REMOVED ,O�••,STATE dP CONNECTWHERE TO MULL I 9 DETAIL A I SEAL BEHIND FLANGE I 9/26/2017 SEAL BEHIND FLANGE 10 (SEE DETAIL B) I PRIOR TO ATTACHING 10 (SEE DETAIL Bj LUCAS A.TURNER,P.E. PRIOR TO ATTACHING TO MULLION i APPLY SEALANT ALONG FULL FL PE#58201 TO MULLION I I LENGTH OF MULLBAR GROOVE 1239 JABARA AVE. PRIOR TO ATTACHING FLANGE ERTIGAL MULL BAR SECTION I I ADAPTOR NORTH PORT,FL 342$8 e FLANGE FRAME WINDOW I s VERTICAL MULL BAR SECTION 3 QFIN FRAME WINDOW I ( PH.941-3$0-1574 I I L SHEE(DESCRIPTION: I I SECTION VIEWS I ( MULLS pp� DRAWN BY: DATE: I RS 04/13/09 I �a DWG#: REV.: I DETAIL B cw5 a3o C I I SCALE: SHEET 1:2 6 4F 10 Cmsbm- WINDOWSMENS w CD CD CD 0 1900 SW 44TH AVE. OCALA,FLORIDA 34474 —t W W W.CWS.CC A 51 4�r I ird it {`�� it MULL BAR he NON-IMPACT Ilf— ,i j r� f1U--_t Q z � Q Z (,r i z w-o ¢u,oz.w 13 w O Z z Q¢Wp0 O OI-O�j¢=F SECTION VIEW A-A O �.,z y� TOP VIEW z zo62;i FIN FRAME ¢ <�-.0wO=09 �¢OHI-~z Q0cru)0wmw ¢ ZiLu a OJ(nl- a0 wF-= wcc=�� p a H d Q3;:d 5°MULLBAR(H-1760) 2 4°MULLBAR H 1759 2(SEE SEPARATE APPROVAL FOR ( ) APPROPRIATE DP CHARTS (SEE SEPARATE APPROVAL FOR tti�titi p ) APPROPRIATE DP CHARTS) V, tioREW lo p U p ...ENSFG'P� Q �: No 582D1 '�15 9 9 0 9lay �i Sh .,C 7 SEE NOTE 1 7 SEE NOTE 1 7 SEE NOTE 1 ��i SS 1 1 1 19 SEE NOTES 1 8 2 79 SEE NOTES(2 EAJCLIP)1 8 2 19 SEE NOTES 1 8 2 (2 EAJCLIP) (2 EAJCLIP) 9/26/2017 C 5°HORIZ.TO 3°VERT.MULLBAR SECTION C 4°HORIZ.TO 3°VERT.MULLBAR SECTION �1 3°HORIZ.TO 3°VERT.MULLBAR SECTION LUCAS A.TURNER,P.E. 7 FLANGE FRAME WINDOW 7 FLANGE FRAME WINDOW 7 FLANGE FRAME WINDOW FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 NOTES: SHEET DESCRIPTION: 1.SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 19(CITY 2),AS SHOWN ABOVE. SECTION VIEWS 2. PRE-DRILLED HOLES(THRU H/V CLIP 1897),BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE DRAWN BY: DATE: OF 9132"AND A MINIMUM CENTER TO CENTER SPACING OF 1/2°. RS 04/13/09 3.THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, DWG s: REV.: REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL. CWS-430 C SCALE: SHEET 1.2 70F10 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC TRANSOM OVER TWIN TRANSOM OVER TRIPLE TWIN TRIPLE VERTICALMUW W W W HORIZONTAL ON VERTICAL VERTICAL VERTICALMU ON .3" PVC r r r MULL BAR NON-IMPACT r r 0 N x w w (D ISINGLE1 ¢ Z 3: Q Z� J J > > w -1? IRIN w0W¢r'_Zw a w ZOZ ¢C1-- J J 2 IO ITRIPLEI o Q co 0 m 3:E II II I II II I I UNITS ¢QO2 2IBELOW Z Z=0Wp O O I—pEj¢=FQ o ZI-maL p ZU)7ZOPENING SIZE I OPENINGSIZE OPENING SIZE OPENINGSIZE MULL LENGTH OZUW55- 0 U LL20¢�Ow-=O In Z cd w 0�¢u}iowcnW (AW OJw a Fa �OO W0 ¢>_F W�w a SF v: No 58201 %ro' ca Ot. STATE OF ;�1U` ............ ...,C O R 10 C?�� NOTES: ONA m 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE XZ— WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 9/26/2017 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. LUCAS A.TURNER,P.E. 3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET DESCRIPTION: 5.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS CONFIGURATIONS AND ARE OPTIONAL. ANCHORAGE NOTES 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. DRAWN BY: DATE: RS 04/13/09 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-430 C 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:1 B OF 10 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.0 WS.CC 3"PVC MULL BAR NON-IMPACT RETRO FIT •L•ANGLE MULL BAR CLIP MULL BAR CLIP TWO REO'D PER EACH END OF MULL ¢ Z 3: <W O nwo;I MULL BAR fr�i MULL BAR w Z'JJO ¢�ZW i -� -- -� --= z z=2¢QW0p 1ri O OF O Q=�Q INSTALLATION ANCHOR INSTALLATION ANCHOR U SEE TABLE 1 SEE TABLE 1 Op Z-C?Z FF--j W i `L ADD STRUCTURAL ELEMENTS _ J =- 7C'L ADD STRUCTURAL ELEMENTS Z O Z O U)Z O a O SEALANT ALONG - -_- - ----- SEALANT ALONG _,-� - AS REO'D TO MAKE LEVEL FOR - AS REO'D TO MAKE LEVEL FOR -"- O OUTSIDE EXPOSED - -- -"— MULL BAR OUTSIDE EXPOSED — MULL BAR Q p w F F O Z EDGE BY INSTALLER EDGE BY INSTALLER 2¢}} Z PERIMETER SEALANT U PERIMETER SEALANT O Q p F}5 O m BYINSTALLER BY INSTALLER ¢ Z w O O�U))Ii INSIDE AND OUT MIN.EMBEDMENT INSIDE AND OUT MIN.EMBEDMENT n. =a ¢p-V) SEE TABLE 1 SEE TABLE 1 p w F 0 a=�>- SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 MIN.EDGE DIST. MIN.EDGE DIST. SEE TABLE I 1 VERTICAL SECTION SEE TABLE I D VERTICAL SECTION /-E Pr1pREW#r�0 9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICAL FLANGE('L•ANGLE)ANCHORAGE ``OQ°;.��C E tVgF HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION No 58201 ''P t ' STATE OF .4r: %40n��C OR.pP, �c�J` 9/26/2017 NOTES: LUCAS A.TURNER,P.E. TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201 1239 JABARA AVE. SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 CONCRETE(2.0 KSI MIN.) 3116'ITW TAPCON 1' 3' AFTER INSTALLATION. PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON 1-3/4' 1' SHEET DESCRIPTION: 3.RECESS RETRO MULLION CLIP 3/8'MAX.FOR CLEARANCE OF WINDOW HOLLOW or GROUT-FILLED CMU(ASTM C-90) 1/4'ELCO ULTRACON 1-1/4' 2-1/2' UNIT AS NEEDED. INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 3116'ITW TAPCON 1-3/8• 7/8' 4.FOUR(4)ANCHORS REQUIRED PER'T'MULL CLIP,SEE SHEET 2. FLANGE OR ELCO ULTRACON TWO(2)or THREE(3)ANCHORS REQUIRED PER•L•MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE: 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8' 7/8' RS 04/13/09 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7/16' 5.SEAT MULLION TIGHT TO MULL CLIP. DWG#: REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-430 C 1/8'ALUM.(6063-TS MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7116• SPECIFIC INSTALLATION DETAILS. SCALE: 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' SHEET 1:2 9 OF 10