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Home My WebLink About17-18074 i / � � CITY OF ZEPHYRHILLS '" I 5335-8TH STREET �� (8i3)7so-oozo 1 4 � �, BUILDING PERMIT 1 PERMIT INFORMATION LOCATION INFORMATION Permit Rlumber: 18074 Address: 38230 4TH AVE Perrr�it Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Propos��d Use: NOT APPLICABLE Lot(s): Block: Section: Squa�re Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-18700-0190 Improv. Cost: 2,633.00 OWNER INFORMATION Date�lssued: 1/17/2017 Name: WARD GARY& BAIN ANA BRICE Total Fees: 75.00 Address: 38230 4TH AVE Amo��nt Paid: 75.00 ZEPHYRHILLS FL 33542-4915 Date Paid: 1/17/2017 Phone: 813-679-2021 Wo�k Desc: 3 WINDOW REPLACEMENT CONTRACTOR S APPLICATION FEES MORG '�N EXTERIORS INC BUILDING FEE 75.00 � , ,� �` � �1 � � Ins ections Re uired FOOTER V 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH E�ECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or I� first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly that may be found in the public records of this county, and there may be additional permits required from other governmental � entities such as water management, state agencies or federal agencies. "Wa i�ning 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." Compl'ete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with �� City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. II NO OCCUPANCY BEFORE C.O. I �� 0 iCONTRACT SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED � PROTECT CARD FROM WEATHER � p � � , - . . --- NOTlCI�QF DEED REST121CTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than Caunty regu�ations. The undersigned essumes responsibility for'compliance with any appiieable deed restrictlans. UNLlCENSED CdNTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to�ryunderfake work,tfiey may be required to be ticensed in aceordance wifh sfate and tocat regelations. tf fhe contractor is nof licensed as required by law, both ths owner and contractor may be clted for a misdemeanor violatlon under state law. !f the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised ta contact the Pasco County Building Inspection Division--Lieensing Section at 727-847- 8009. Fur#hermore, if the awner has hired a cankractar or cantractors, he is advised to have the contractor(s) sign portions of th�e"contractor 61ock"of ihis application for which they will be responsible. If you, as the owner sign as the contracfor, that may be an indicatian that he is not propetly iicensed and ts nof en6tled fo permitting privileges in Pasco County. � TRANSPORSATiON IMPACTNTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transporfation Impact Fees and Recaurse Recavery Fees may apply to the consfruction of new btsildings,change of use in exfsking buildings,or expansion of existing buildings,as spec�ed in Pasca Counky Ordinance number 89-07 and 90-07,as arrjended. The undersigned also undersfands,that suah fees,as may be due,wiii be ident�ed at the fime of permitting. tf,is furthev understood that Transportation lmpact Fees and F2esaurce Recovery Fees must be paid prior to recelving a°cert�cate of occupancy"or final pawer release. If the pro�ect does not irrvolve a certificete of occup�ncy or final power release, the fees musE be paid prlor to permit issuance. Furthermore,ff Pasco County WaterlSewer tmpact fees are due,�they mus#be paid prior ta petmit tssuance in accordance with appticabie Pasca Counfy ordinances. CdNSTRUCTtON LIEN LAW(Chapter 713,Florida Statutes,as amended): If valua8on of work is$2,500.00 or more,I ceK'ify thaE 1�� tfie appiicant, have been provided with a copy of the "Ftorida Construction Lien law—Homeowner's Pratectian�uit3e"prepared by the Florida Department af Agr�cuiture and Gonsumer Affalrs. tf the appiicank is someone other than th�e"owner",I certify that I have obtained a copy of the above described doaument and promise in good faith to detiver it fo tFie"owner°prior to crommencement. GQNTRACTOR'SJQWtdER'S AFFlDAVIT: i cerklfy that afi the tnformation In ihEs appllcatton is accurate and that a!!wark wili be done�lin compliance with all applicable laws regulating construction,zaning and land development. Appiication is hereby mad� fo abtain a permit to do wark and instailation as indicated. ! certify that na work or insfalEatian has commenced�prlor to issuance af a pemtit and that all work will be performed to meet standards of al! laws regulating canstruction, Couniy and City codes, zoning regulations, and land development regulations in the jurisdicBon. I also cerfify that 1 Ju1nderstand that the regolations of otfier gavemment agencies may apply to the intended work,and.thaf it is my responsibiifity to identify what actions I must iake to be!n compliance. 5uch agenales include but are not limited to: - Department of Environmental Prokection-Cypress Bayheads, VUetland Areas and Environmentally Sensitive �ands,WatedWastewafer Treatment. � - y5outhwest Florida Water Manegement Dlstrict-Wells, Cypress Bayheads, Wetland Areas, Altering Wateroourses. - �'�rmy Corps of Engineers-Seawalis,Dacks,NavPgable Watesways. epartment of Nealth & Rehabllltative ServiceslEnvironmental Health Unit-Weils, Wastewater Treatment, epiic Tanks. - ,�l8 Env'sronmentat Protection Agency-Rsbestos abatement. - ,Federa!Aviation Autho�ity-Runways. I understand that the faliowing restrictions apply to the use of fili:� - Use of fll fs not aliowed in F(oad Zone°V"aniess expressiy permltted. - �If the flll material is to be used in Flood Zane °A", it is understood that a drainage plan addressing a °compensafing volume"wilt be suBmitfed at time af permitting which is ptepared by a professionat engineer (icensed by fhe Sta#e af Fiorida. - If the flli material 1s to be used in Flaod Zone"A° in connecfion with a permitted building using stem wall consfruction,�certify that fftl will be used only to fitl the area within the stern wa1t. - �if fi11 materia! fs to be used in at�y area, 1 certify that use of such fill will not adversely affect adjacent propertfes. If use of flll is found to adversely affect adjacent properties,the owner may be cifed for vioiating the condifions of the buitding permif issueci under the attached permif application,for lots less than one{1} acre whlch are eisvated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith fo inform the owner of#he pertniBing conditions set forth in fhis affidavi�priar to commencing construction. E understand ihat a separate permit may be required for electricaf work, plumbfng, s�gns,wells, poals,afr condltioning, gas, or other installations not specHicaliy lnciuded in the application. A permit issued shall be construed ta be a license to proceed with the work and not as authority to viofate,cancel,alfer,or set aside any provisions of the techn3cal codes,nar shafl issuance of a permlt prevent ths Bulldirig Officiai from thereafter rsquirtng a correckion of ertors in plans,canskructian or violatians of any codes. Every permit Issued shall became invalid unless the work authorized by such permit is commenced wifhin six months of permit issuanoe,ar'rf work authorized by ihe permit is suspended ar abandaned far a period of slx(S}months afte�the time the work is commenced. An eyctension may be rsc�uested, in writing,from the BuUding Officiai for a periqd not to exceed ninety(90)days and will demonsfrate just�able cause for the extension. lf work ceases for ninefy(9d)consecutive days,the)ob is considered abandaned. WARNING��TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT M YOUR PAYING T�NICE FOR IMPROVEMENTS TO YOUR PR�PEftTY. 1F YOU lNTEND TO dBTA1F1 FINANCtNCs,COAISULT WITFf YOUR LENDER OR AN ATT4f2NHY BEPO E RECORDlNG YOUR N CE OF C MMENCEMENT. FLORIDA JUf2AT(F:S.117.03) OVYtdEROR�f1GENT CONTRACTO ' � Snbscrtbed e�i bswom to(or afflrmed)before ma this Subsaibed and by ,t t affirmed) re �� II y Who Is/are petsonally known to me or haslhave produced Who SsJare persanaity own to me or hasfhave praduced II as identl8cadan. as IdentiBcatlon. I i Notary Pubiic Notary Pubiic Commisslon No. Commission No. �I Name of Noteiry typed,printed or s#amped �Name of M1totary typed,printed or sfamped � t I 1: � � sis-�saoozo City of Zephyrhilis Permit Application Fax-813780-0021 , � Building Department Date Received �a Phone ContactforPertnittin �� / – O J ' g/3 " � • /(�,,��_��Qwners Name Owner Phone Number � /��! . � J� ,_(,,1 L " vT I O ners Address �.! !�1 L- Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple TiUeholder Address JOB ADDRESS J ��0 !/G � 2 /� S LOT# /�v SUBDIVISION /� � y • PARCEL ID# I �qJ �� / �07�� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK I�� r,O/lJ �VV d,NN OU� S T BUILDING SIZE SQ FOOTAGE� HEIGHT � �UILDING $ VALUATION OF TOTAL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ L'J ' '`"'�� `Jr�C��• �� ' �(� � � MECHANICAL $ VALUATION OF MECHANICAL INSTALLhTION � 3 s�cs' ,� QGAS Q ROOFING Q SPECIALTY Q OTHER � /'��L�� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO � �,^r^r� �l�� . . . . . . . . . . . . . . . . �(7 y��1 /� p� �n BUILDER COMPANY V/ �/ /c../V� ' SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address � s �f�t(O[l�+/� � License# G QS7q/� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N IAddress License# ' PLUMBER COMPANY SIGNATURE REGISTERED Y! N FEECURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItIIl11111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new consVuction, Minimum ten(10)working days after submittal date. Required onsite,ConsVuction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsllarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Pertnit for new construction. Minimum ten(10)working days after submittal date. Required onsite,ConsVuction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 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. i Directions:• Fiil out application completely. Owner&ConVactor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) " Agent(for the conVactor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contrad required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW � L– — --- — � - � • INsiMatOruse0yGlakot� ra�ItCaunad}•. II�'ll'�IIIIIIIIIIII'lII1�I�IIIIlllll,lll'lllll�llll�lll'I 2016201871 Rept: 1825158 Rec: 10.00 DS: 0.00 IT: 0.00 NOTTCE OF COMMENCEMENT 12/28/2016 eRecording i �Pumit NumNboer. P/}"�E�t��—�/�9G�-.�/j O T6a unde�si�cA GcerDy pva noCn th�t Improremme srill ba made to aRatn roi pnperty,md In ncnrdance wH6 Seetloo 713d3 oft0e FforiAa Sqlates.Me folloxiog informrino b prwt0ed in tEt N077CE OF COM�fENCEME.\T. 1. Legal D scription of property(siat address requiced):G� tJ��ft�.P us PB/ PG SS� ! o -0 7a� �F N/S' oF cer/ � t� 70� Y� �� 2. Geneml descciption of improvenants �-�� t.dJ��l/�S 3a OwnvNatrc: �'JA l�/¢i'.(� . Owner Addtess: .3�z_�> 3b. Ownar's intarat m site:_ 3a Fa SimDk Title holder(of othe•than oaner) Addrcss: i. ConvectorName: /C/.G�i lJ�6A� Addrcss:f��/.�////�l61ei A .�jdy Lfi7i PAane: /3— /- ,j 5. Surety Nome: Amounc of bmid: Addms: P6one: 6. Lenda Name: Contacc Addras: Pdone: 7. Pec:on within the Sau of Florica duignated by o«aer upon whom norices or other davmmu mny be xrved es pmvidcd by Sauion 773.13(i Ha)7,Florida SmNtes. NemC Addtess: Phorc Number. 8. In addi[ion m himself,O�mer di signa[es the Eollawing penon to reeeive a eopy of the Lirnor's Notiee az provided ln Sectinn 713.13(I xb�Flmid2 Sfa9itet. Namc Addras: Phone NumbQ: 9. 6cpirnrion dem oCNoNce of Coi nmeneemen[(o�piration date is one(1)7�tar from due of reaording unless a dif}'erent da[a is speeifiedl. WARNINGTOOWNFR:ANYPAYAfEK.9MADEBYTIfEOwVERAF[EBTHE�I'PIMTIONOF7HEIi0710EOFCOrDNLYCEhIENTARE CONSIDERED Ih1PROPFR PAY�fE`R51 YDE6C7UPIER tIJ.PABT 1.SECf1Q\713.[],t7.ORIDA SI'A7UT�.AND CU R6SUL7Ifi YOUA PAYQIGIW[CE FOR IMPROYE11tENT5 fOYOi�RPROPFR7Y.A nOTICEOFCO�AfE'i�7 MUS7 BENECOSDmAfYDPOSTFD ONTHE JO8SI7'E8EF0liE77fEFIFISTfN8PEL710K 7Y1'OLrll17Eh�T0081'AL\F7M�qNGCU1+511I.TWiTF1Y0U8LEIiO6RORANA7TO8f.'bY BEFORECOMI181tdNGWORIfOHRF�. )NGYO N �AIF7c PSIT. Signsnue of Owna or Lesue,or Oxner's or lasee's Authoriad ORca/DircctadPafinerR.iaonger Signamry's TiUNORce SIATE OF FIAAIDA � couxrv oe�+++�+-/°�s�v i Thetorebromg'u�rnmimtwas�`}"on�kdttDe[cremetLis ""' Gayoi �<'r��/gr%� .30 /G yy. ,4xlA /fA�/� ,�s ��1J'e Yl-- r« Penonnlb Knmvn '� OA Prodaeed Idenrifidtion Type of Idmtifiutian Pmduad_ •• KIEF SE�ASTtAM ROSA . :•� �a Mr��SSaw r GCasan � wwieu . Undc of0 •.[ uefh hevercadtlm[Qegoingand[hatWefmss . . � Si mu�eofTa9+a1Ma�SigninpAEore tAmN�m'lan0�bsWd x Jc�ae of�aaLooe dd:!'wwaefCmn�rdl Upduod 39NOVl01] PAULAS.O'NEIL�hD PASCOClERK8CAMPiROLLER 12/28/2016 09:13 AM 1 of 1 OR HK 9476 P� 1478 .o . • Q I :",�-. �++�+�t,'' � , �.3� ,,�� '�o€�,�iy5�'.-,� �ss'::?� .:.'��'-�i' I �^.� .. -,.."',r,-.�'' City of Zephyrhills BUILDING PLAN REVIEW COMII�IENTS Contractor/Homeowner: l�}7(5�F}J�l �X,T£�l(,�,s ��/ '�� Date Received: �/� /a�� I s�te: �3��30 �fl� �� Permit T , e: � Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ � � . � , ' � I , � I , I � • This comr i ent sheet shall e ith the permit and/or plans. il mrn � ��l� Kalvin '' er s Examiner Date Contractor and/or Homeowner (Required when comments aze present) I � i � I i 15915 N. Fiorida A� , . � , , . ; � I O r � a n Lutr, FL 33549 ' ' � (813)931-HOME(4663) � Fax: (813)963-0950 Exteriors, II1C. (72n 502-5300 :��_ . . . -�� ENERGY SAVING WINDOWS ORDER FORM/SALES AGREEMENT Window Color' Mr. �� Email Address �f`l �� , A'� 1� M �nt. EXt. M�. f t �t{� o�te � -� . �CWhite/White Addres9 � �i � Home(Phone)� .6 7��, ❑TanlTan . c� " �,� s��e �P 3�Z Other(Phone) �° ❑White/Bronze • • • - • Double Pane•Clear Glass•Hollow Freme•Screwed Corners Fortress Glass 5 Year Warranty Low E Argon Ges•.20 SHGC+- •Reiniorced Freme•Welded Frame Liletime Guarantee•Free Glass Repair Free Screen Repalr•Free Re-Caulking . � . � . . � Fortress Glass•Impacted Glass•Low E Argon f3as ouble Pane•Low E Glass•.25 SHGC+-•Hollow Frame ,18 SHGC+-•Reinforced Frame•Welded Frame Welded Comera•15 Year Warranty. LifeUme Guarantee•Free Glass Repair•Free Screen Repair•Free Re-Caulking MJ�GEea��D�'r' K�rc.�w � - _ �� _� �� ,�.�' '��- � ' . � � m � . - � _ .c eab c �, � � p oa � � p m c o` � E c d�m v°� � ^' y C'3 � �= N 2 ro � a° � �' 3 � �n m � ci� � �s �. W � �, c - E � 'o � z � 3'� � y � ro 'O � � _ �o I- o p '� � .e 3 � o � y � � � � �� W � � c� U U a� �? �sc� cn ,�p � �c..qo � � � a�i � � crM'� V � � � +\- � ►�i � � m o � �� V� Q Q O �i UM � � o � � � � � � � �n W H W H � � a � � 1. �� X 3g X 2 A��Pr � '4 X � R 3 �. � x A � CI OF EPH 4 ; x x F� q��+ c�o �'oM �.�� INE C . 5 X X Cl ION�FLEC COD 6 X X R LLS p I �ANG ' 7 X X � � Z O L� $ X X 9 X X 10 x x 1.First of all...No verbal agreements are recognized.Everything must be in writing on the contract. AdR1�11�S1rdt1011 Fee $„9Fl.Q� Please make sure everything Is written on your order.If something is not on your work order,please T do not�lre�uest it from our staff.They aro not allowed to give anything not on the cont�act. Cp �2.Permfts..We pull permits on all jobs where they are required.Your permit cost is addition to your —� �ntr�ct price.it would be unfair for us to add a standard permit charge to all contracts,since prices Total Price $ �� vary g�reatly from c'rty to ciry and some cities do not require permits. It is impossible tor your repres'ii ntative to determine your permit cost. (usa�aEly 6egweon $100 and S400).We only rJo% Deposit $ charge what the city charges us, not a penny more. Certain cities require final inspections. ft is your responsibility to be home for your scheduled inspection. 3.Installation start time is approximately 6 to 12 weeks after approval.Sales reps are not allovred to Balance Due Upon � change these times.You may not hear from us for a period of time while we are waiting for your Completion $ . mater�als to arrive. Don't worryll We�vill call as soon as possible to schedule your job. If you are using Pur financing,the clock doesn't start ticking until your loan is approved.If your installation time Amount 2/�� oxtends past the estimated time on your contract,we wlll credit your account a50.00 per week for Financed $ �v every i`veek that we tall behind. CrediUDebit Card Information: ��4. LEAD SAFE PAIfVT PRdCTICES Ihr�e hereby acknowledge receipt of a copy of tho pamphlet, Type: Zip Code fG,7 I"Renil ate Riaht:Imoortent Lead Hazard Intormation for tamilies.Child care providers and schools". Florida Build'Ilg Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... �' - � i . � � _ byf vW Mw ��/1'r, .�' � t�4�'a::.` : a• ' 0 i � � 1 0 �� s ��.. ' -- - BCIS Home � Log In � User Reg6tration � Hot Topics � Submit Surcharge E Statr&Facts � Publications � FBC Staff � BCLS SAe Map � Links � Search I Florida � �r/► 'w` II°' Product Approval \ I �� USER:Public User d�'n`�rn�i P�a�.m IProduct Aoproval Menu>Product or Aoolication Search> Li >Appticatbn DetaO FL# FL17234- Application Type n Code Version 2014 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 Ext255 � sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocaia,FL 34474 (352)368-6922 Ext 291 ' ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE �' Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440 2008 ASTM E1300 2004 Equivalence of Product Standards Certified By � I 1 of 2 12/27/2016 8:43 AM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... � ' I • I I Product Approval Method Method 1 Option A Date Submitted 02/29/2016 � Date Validated 02/29/2016 Date Pending FBC Approval Date Approved 03/03/2016 Summa of Products Model,Number or Name Description 17234.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung,Non-Impact,53 1/8"x 76" Limits of Use Certification Agency Certi£cate Approved for use in HVHZ: No FL17234 R3 C CAC CAR 138-1305.�df Approved for use outside HVHZ:Yes FL17234 R3 C CAC CAR 138-1306.odf Impact Resistant: No FL17234 R3 C CAC CAR 138-1379.odf Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other:SH-610 Equal Split or Oriel,Max.size 53 1/8"x 76", 08/15/2018 Fin,Flange,DP+50/-50 PSF.Glass complies with ASTM Installation Instructions E1300-04. FL17234 R3 II CWS-935C�SH-610.NI).Ddf Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17234 R3 AE EvalReo CWS-935C fSH-610 NIl Ddf Created by Independent Third Party:Yes Badc Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1924 The State of Florida is an AA/EEO empbyer.Copy�ht 2007-2013 State of Florida ::Privacv Statement::AccessbirRv Statement::Refund Statement Under Florida law,email addrnsses are public records.If you do not want your e-ma�address reieased in response to a pubGc-records request,do not send electronk ma�to this entRy.Instead,contact the office by phone or by trad'Rional mail.If you have any questbns,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees li[ensed under Chapter 455,F.S.mus[provide the Department with an email address iF they have one.The emaiLs provided may be used for official communication with the licensee.However emaJ addresses are pubiic record.If you do no[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: � � �� Credit Card Safe - a I 2 of 2 i 12/27/2016 8:43 AM SINGLE HUNG - NON-IMPACT GENERALNOTES: -- (SHOWN w/DIFFERENT OPTIONSI �% 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND ��• MANUFACTURED TO COMPLY WITH THE FLORIDA ��NDOW SYSTEfNS� BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 3) W W W.CWS.CC 54 3/8" 54�g� 3.CONFIGURATIONS:"O/X". FLANGE WIDTH FLANGE WIDTH 610 PVC 4.DESIGN PRESSURE RATING(SEE SHEET 2): 531/e" 531/8" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE SINGLE HUNG MAX UNIT WIDTH MAX UNIT WIDTH AND GLASS TABLES ASTM E-1300-04. NON'IMPACT 491/i6" 49 1/16" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, GLASS DLO GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. <n �n u> A 5.ANCHORAGE:THE 33 1!3%STRESS INCREASE HAS NOT � n � F BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE o a o � � SHEET 7 FOR ANCHOR DETAILS. WINDLOAD DURATION / � / FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR g � g � 77 7/4" 771/4" CALCULATIONS. w w w m FLANGE FLANGE � HEIGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT c� Z PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE -' m O B � B O q23��6�� DEBRIS REGION. �n a � �6" i G�.nSS DLO °�° N z w MqX 3a SIt6" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT � °C O UNIT �. GLASS DLO w ¢ a E.. � HEIGHT 76" SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. g � � a � MAX � � w OC UNIT 8.SERIES/MODEL DESIGNATION SH-610. W � Q v I B HEIGHT � 0 3 o W � � � 7 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a z � � � � X=OPERABLE SASH,O=FIXED SASH U m ¢ O 7 � � Z 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A ,��1� 371/4" X � SIMILAR LOCATION. �� i � � � �� Pp]OR�b y T 4� SASH I � 30 1/8" I X 27 3/16" �� 5•'�G E N��'•y ��i HEIGH7 i 34 5/16" MAX GLASS DLO >> EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM `��VQ';�,� SF ;QZ�� 4 SASH i, BOTH ENDS. J� � F� D GLASS DLO HEIGHT I �*�: No 58201 �*= j * • ~ LucasA.Turner %9'• STATE OF .'�� J i 2016-02-23 :O�. ,� .��v� � � � � GLASS DLO 09:29-05:00 �'.�F'•��R��P'(?��` I C as 15/7s' ��iSS�ONA,�C�`�� A� MAXSASHWIDTH 47" �� GLASS DLO O R I EL zi2s�zo�s 4915/16" MAx SASH WID7H LUCAS A.TURNER,P.E. FL PE#58201 EQUAL SPLIT 1239JABARAAVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TABLEOFCONTENTS CONFIG. MAX. UNIT EXTERNAL DESIGN PRESSURE RATING IMPACT RATING GENELEVAT�IONSAND SIZE REINFORCEMENT DRAWNBV' DATE: GENERAL NOTES&ELEVATIONS.....1 DPCHARTS.......... .........................2 EQUAL 37"x 76" NONE ADE oaiosna GLAZING DETAILS........ ...... ...3 SEE COMPARATIVE SECTIONVIEWS..... .........................4 EQUAL „ „ * NONE DWG#: REV: EXTRUSIONS 8 B.O.M. .................5 53-1/8 x 76 2011 ANALYSIS CHART, SHEET 2 cws-sss c ANCHOR SCHEDULE&NOTES.... ...6 5 HI ORIEL INSTALLATION DETAIL. 7 scA�E: SHEET �� 'ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1:20 1 OF 7 Design Pressures(PSF)for E ual Split Configuration with Glass T es A,B,C,or D /,��v�—j/—�- - Unit Unit Widths(in.) \ylythilJ(yW/�• 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 WIPIDOW SYSTEPIS� 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 1900 SW 44TH AVE. 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 OCALA,FLORIDA 34474 www.cws.cc ai i/z +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/as.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�a.i as i/z +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +50.0/-73.4 +so.o/-�o.e 610 PVC a� i/z +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/as.o +so.o/-ea.9 +so.o/-ss.z si i/z +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�z.� +so.o/-es.z +so.o/-ez.e SINGLE HUfVG s3 i/z +so.o/-�s.o +so.o/-�s.o +so.o%�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�i.o +50.0/-63.6 +so.o/-61.o NON-IMPACT ss i/z +so.o/-�s.o +so.o/-�s.o +so.o/as.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/as.o +50.0/-69.5 +so.o/-e2.i +so.o/-s9.s� s9 i/z +so.o/-�s.o +so.o/-�s.a +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-�s.o +so.o/-es.s +so.o/-s9.s +so.o/-s�.o � � � 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/-573 +50.0/-54.8 � � � F 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 o a o � 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 Y Y x 71 1/2 +50.0/-64.0 +50.0/-59.7 +50.0/-583 +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 w w w m 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 � o Z 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 J LL � � � � °� N Z � J Q O � J w � a � 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 o � W v Unit Unit Widths(in.) o w a W 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 a Z = � 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 U m ¢ z 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 ��t��tRE+f�� 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 �� PND...W T��i� 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 `��Q�G;.��C E N SF G�P2�� 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 �:� No 58201 ;��r 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 ��" � :* 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 �roi ;2� �9�. STATE OF .�+� 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 �0�.�,� P�,.•��/` 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 �ii F'•��R 10•'' �� 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 ��SSiONA�E��`�, es i/z +so.o/-sz.s +so.o/-so.a +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o Zx � 6� i/z +so.o/-sz.s +so.o/-so.a +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.a/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o �i 1/z +so.o/-s2.s +so.o/-so.a +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o +so.o/-so.o 2i2s/2o�s 74 3/4 +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. 76 +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 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE CHARTS ORAWNBV• DATE: ADE 08/09/14 ow�n: aEv.: NOTE: CWS-935 C IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. scA�E: SHEET �� 20F7 — _ _ __ __ c��r�� __ WIIVDOW SYSTEPIS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 610 PVC SINGLE HUNG NON-IMPACT � � � o � � � o ? oo � � � r wwWm 7/8"OVERALL 7!8"OVERALL 7/8"OVERALL 7/8"OVERALL fq U O 1/8"ANNEALED 7!8"TEMPERED 3/16"ANNEALED 3/16"TEMPERED J ImL N V (n 5!8"AIR SPACE 5/8"AIR SPACE 1/2"AIR SPACE 1/2"AIR SPACE af N Z > 1/6"ANNEALED 1/8"TEMPERED 3/16"ANNEALED 3116"TEMPERED w � a O � � � w ¢ SIKAFLEX 552 OR SIKAFLEX 552 OR � � � U 46 pURFECT GLAZE"H" 46 SIKAFLEX 552 OR 46 pURFECT GLAZE"H" 46 SIKAFLEX 552 OR wo 3 ¢o � PURFECT GLAZE"H" PURFECT GLAZE"H" o W a w ¢ z � � 5/6"GLASS BITE 5/8"GLASS BITE 518"GLASS BITE 5/8"GLASS BITE U m ¢ O ,ti�Un�4eri —— —— — — ,`,��PNpRE4y rG��' ,�.Gp��.��G E N S�•.;P,y�� : No 58201 '�7�� *: �, ';ir' � � � � �9�. STATH OF .�� :O .,o :��: ��4�(�` •�O R i Q P, �� GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D ,,,,SS�oN"'�N�,, �� 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 BV• DATE: ADE 08/09/14 DWG#: REV.: CWS-935 C sca�e: SHEET �'� 3 0F 7 --- ----— INTERIOR —------ �(y(ln�)lKU/�•�%J WIIVDOW SYSTEh15 1900 SW 44TH AVE. 2 74 4 1�3 13 2 OCALA,FLORIDA34474 W W W.CWS.CC O � � aa 610 PVC o SINGLE HUNG o � �a NON-IMPACT � � � � �� a � \ � � 9 00� Q . � a000 � e � oaoo g 8 35 33 37 10 `[ Y Y � � � � SECTION B-B w w w m � NOTE.LEFf SIDE SHOWS FIXED SECTION VIEW, � Z RIGHT SIDE SHOWS SASH SECTION VIEW. N � � 49 48 � ¢ O W 6 3 li fl W � a F � �� o � w (L U � r�� ! .'b,.�s o w a W 8 � t �_�-4 .J=D("`'�tr,�Ti,- r11 a z � o 4 INTERIOR 45 " �.�� o m ¢ O •ao � a3 I'l�O ��I�� ,,��y�Pp]DRE4y�T��, g � L� I I `��GP:��CENS�•.'P2�i s � (�� {j� .F'. s 3 7 s o 3s . , iI ("'o ��j No 58201 t 7�� s��lt� =*: i*" �.��II =ro: * ja� �'I a,,a J �9Q: STATE OF :�� J'��i�J cr ��co��O R 10P:;�`�• 35 � �� si � � � ,',iss�pNA;��C',, 5 (f � �n��;, r w��r ��' ZZ 77 32 ��—r- �I 3 0 2/23/2016 S LUCAS A.TURNER,P.E. �— 16 I'� .4'8- `� 46 SECTION D-D FL PE#58201 37 a 11 47 ��❑ � DEEP POCKET UNI-FRAME NORTH ORT,FL3 288 3 � 2 PH.941-380-1574 8 a� � � � SHEET DESCRIPTION: p L� p NOTES: o g -FIN FRAME AVAILABLE FOR 80TH UNI-FRAME SECTION VIEWS AND STANDARD FRAME TYPES. SECTION A-A SECTION C-C -880 BALANCERS AND DEEP POCKET UNI-FRAME DRAWN BV' DATE: ALTERNATE HD MEETING RAIL (H-6193)REQUIRED FOR LARGER SASHES.(NOT ADE 08/09/14 AND UNI-FRAME SHOWN IN SECTION B-B) DWG#: REV.• 'EXTERNAL REINFORCEMENT REQUIRED ON UNIT WIDTHS OVER 37"WITH THE H-6137 CWS-935 C FIXED MEETING RAIL AND SCREW-ON INTERLOCK, scn�e: SHEET NOTE.ITEMS NOT SHOWN FOR CLARITY•38-41 S-2001 1:2 4 OF 7 ITEM PART DESCRIPTION MATERIAL VENDOR 3»p�—..{ FRAME CORNER CONSTRUCTION 1 H-6125 HEAD OUTERFRAME PVC ATN 3 7l16" 2 H-6125 JAMBS OUTERFRAME PVC ATN � g��g^ �13/16" �� 3 H-6126 SI OUTERFRAME PVC ATN � � WINDOW SYSYEPIS 4 H-6132 SASH SIDE RAIL PVC ATN �❑ � ' p 7/�6" �� 2 3/8" � � 1900 SW 44TH AVE. 5 H-6136 SASH BOT70M RAIL PVC ATN OCALA,FLORIDA 34474 6 H-6137 FIXED MEETING RAIL PVC ATN 1/16" 1/16" 1/16" W W W.CW S.CC 7 H-6138 SASHTOP RAIL PVC ATN 9„sn p�� 37/6^ �� REINF.SSR HD S-2006 8 5-6141 GLAZING BEAD PVC ATN � � CORNER WE'8(ALL SIDES) 610 PVC 9 5-6142 SASHSTOP PVC ATN � 10 5-6143 SCREENADAPTOR PVC ATN �4�� SINGLE HUNG 11 P-5085 WSTP QLONBULBVINYL AMESBURY � � � NON-IMPACT 12 P-5066 WSTP QLON BULB VINYL AMESBURY 73/16" PVC FRAME HEAD&JAMB PVC FRAME SILL 13 BALANCERS-CONSTANTFORCERT562 CALDWELL H-6125 .050" cD `° `° 14 P-5392 SASHTILTIATCH NYLON CALDWELL H-6126 �NTERLOCK 'o n n � 15 P-5393 PIVOTCARRIER NYLON CALDWELL S-2001 a a cn ¢ 16 P-5396 PIVOTBAR SS CALDWELI o � o � 5/16" 1 3/8" 17 P35151t8x58PHILFIATWHITESMS STEEL FASTENAL 5/16" �4" Y �1 Y 8 FIXED MEETING RAIL � � � > 18 P-4146 k8 X 3 4 PHILFLATtek STEEL FASTENAL ^ 7— 10 w w w m 15/16" .050" �/ 5/8" SCREWEDTOGETHERWITH 19 P3028 SEffINGBLOCK RUBBER FRANKLOWE 1/16" OUTERFRAME � 20 5-2001 INTERLOCKRAIL ALUM ASCEND � � .074" ,— 1'8 � LL O 21 5-2006 REINF,SASH SIDE RAIL,HD ALUM ASCEND J a ln PVC GLAZING BEAD m zz 5-2007 REINF BOTfOM RAIL ruunn ASCEND S-6141 PVC SASH STOP PVC SCREEN ADAPTOR °" N z > 23 5-2008 REINF FMR ALUM ASCEND S-6138 S-6143 W � W p � 24 5-2009 REINF TOP RAIL ALUM ASCEND 7 7/16" I�1 11/16" O � � a 1 7l16" 2 1/8" � w ¢ 25 5-2011 REINF EXTERNAL ALUM ASCEND I o g r U 26 P-5368 LOCKS NYLON LAWRENCE q � � 6 � � 7 0 3 p � w 27 P-5389 KEEPERS NYLON WWRENCE �� 5 a z � � 28 P-4 779 WE EPCO V E R N Y L O N M&M 17/16" 17/16" 17/8" 1/1 6" 17/16" 1/1 6" .. 29 P-5397 FMR ENDCAP NYLON M&M �� 16 �� 16� I � U m Q Z 30 P-5400 COVER FMR REINF. PVC TEAM PIASTICS � �� L ,��N��+4�� 31 HOTMELT SILICONE TRUSEAL ,�� PNOREIy T�� PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL �` 9.• �/ 4 32 P3305 WSTP..270X18750FTTOUCHFIN ULTRAFAB H-6137 H-613B ��,VP•'��G��SF�'�2�� 33 p-5425 WSTP.200 X 5 8"X 5 8"DUST PLUG ULTRAFAB H-6132 H-6136 J., , �� . No 58201 �.,�� : . 3 P-5390 HOLEPLUG NYLON , � _ 35 GLASS SEESHEET2 �13/16"y r15116' 9/16" F13/16"�{ 3/8" �*: * *,. 9/16" 9/16"-t I .-o: ;a c 36 P-0638 q8X2-12PHILTRUSStek STEEL FASTENAL � �� `' 1 I 3 4 ��t STATE OF .�+� 37 P-3218 SCREENFRAME ALUM FlASCREEN ��U �� 1 7�g" 1/8" �Q � � =(V; 38 P-4754 SCREENCOHNERKEV NYLON FIASCREEN �1/16" L 1/16" 1/16" ��'�5��R��PG�,,`� 39 P3228 SCREEN SPUNE DAPA REINF BTM RAIL REINF FMR REINF TOP RAIL REINF EXTERNAL '��i�SIONA,EN�� 40 P3029 SCREEN LIFTS SUMMIT S-2007 S-2008 S-2009 S-2011 41 P3033 SCREENSPRINGS FLASCREEN z� 42 BAIANCERS-CONSTANT FORCE RT 880 3 7/16" 43 H-6157 HDFIXEDMEEfINGRAIL PVC VISION >>>��6" 2/23/2016 44 H-6193 UNI-FRAME 880 BAIANCERS PVC VISION a �� LUCAS A.TURNER,P.E. 1 13/16" 1 5/16" FL PE#58201 45 H-2115 REINF HDFMR ALUM KEYMARK J�''� qq � � 46 5-6216 UNI-FRAMESILLPOCKEfINSERT PVC VISION �u 46 1239JABARAAVE. 21/16" 21/8" � 45 NORTH PORT,FL 34288 47 5-6217 UNI-FRAMESCREENRETAINER PVC VISION � � �/�6" >>�,8�� 1/16' � �y�s�� PH.941-380-1574 48 P3783 LOCKS IMPACT STEEL INTERLOCK � � � '/16 � ��16 SHEETDESCRIPTION: 49 P3784 KEEPERS IMPACT STEEL INTERLOCK 39�16 p�a�o PVC SILL POCKET INSERT REINF.HD FMR S S-6216 PVC HD FMR H�p1�5 BOM AND EXTRUSIONS H-6157 6005A-TS �1" DRAWN BY• DATE: SiB�� 4 ADE 08/09/14 PVC FRAME � DWG#: REV.' H-6193 7/16" ��76� -� CWS-935 C sca�e: SHEET NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. PVC SCREEN RETAINER 1.2 5-6217 5 OF 7 MIDPOINT @ WIDTHS OVER 37" ��•� WINDOVY SYSYEFIS 1900 S W 44TH AV E. 6"MAX.(TYP.) 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 s"�•Cn'P•) SEE NOTE 2 4"M�Cn'P•)� � SEE NOTE 2 WWW�CWS.CC / � / 610 PVC SINGLE HUNG nnnx o.c. NON-IMPACT O RvP.� O � � � iavz� � � � MAX.O.C. o � � ui �P�) o a o � 1 / / Y Y Y � � � > � INSTALLATION � w w w m � ANCHORS(TYP.) 3"(TYP.) m Z 3"(TYP.) d a tp w X X al � Z > � ¢ � � INSTALLATION w � a F ANCHORS(TYP.) � � p d o � � � U 0 3 0 � 4 � � ¢ z � o U ro Q Z ANCHOR LAYOUT-1FLANGEI - ANCHOR LAYOUT-(FIN) ��t��++y�� NO SILL ANCHORS FE�UIRED] .`��,9 PN� ' w T�� `VP:��C E N g�G�Q2��. ��:� No 58201 ,�1�� *� #, :ir� %ro; ;a� NOTES: :�,'90��..ISTATE OP•�� 1 INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �i�C�`S•�O p 1�.•��_�� qi�S+�NA��C�� 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 ALLOW ED. x� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAW INGS,SEE TABLE 1,SHEET 7. 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. FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE W ITH 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 7. _ 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-1X BUCKS ARE ANCHOR SCHEDULE AND I OPTIONAL. NOTES 7 A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETW EEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. oanwN er �nTE: 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. ADE 08/09/14 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEt,SHEET 7 CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owc tt: aEv.: 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-935 C FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMNWDMA 300(EXTERIOR DOORS) scA�E: SHEET 1:20 60F7 MIN.EMBEDMENT SUBSTRATE �� TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST SUBSTRATE �NDOW SYSTEPIS SEE TABLE 1 � SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 1/4"MAX.SHIM WWW.CWS.CC SEE TABLE 1 � O MIN.EDGE DIST SEE TABLE 1 MIN.EMBEDMENT � G�O PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOfi BYINSTALLER SEETABLEI SINGLE HUNG INSIDE AND OUT p a a❑ MIN.EMBEDMENT SEALANT BEHIND SEE TABLE 1 NON-IMPACT FLANGE BY INSTALLER � t/4"MAX.SHIM a �❑ �� o q a � � � ❑ Qee PERIMETER SEALANT � � � �w-. PERIMETER SEALANT �eOe BY INSTALLER o c,. o � BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR Y Y Y SEE TABLE 1 � � � } SEALANT BEHIND w w w m FLANGE BY INSTALLER SEALANT BEHIND � FIN BY INSTALLER c� ZO INSTALLATION ANCHOR ^ HORIZONTAL SECTION �1 HORIZONTAL SECTION _ a � SEE TABLE 1 Ltl , 7 TYPICAI FIN ANCHORAGE N 7 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION °� N Z � J J Q Q � CONTINUOUS DBL 1/4"BEAD OF SEALANT W o� a F AROUND PERIMETER @ ALL INDICATED p F w ¢ POINTS BETWEEN FRAME AND SUBSTRATE BYINSTALLER o 3 0 � ❑ � w a z � o 1/4"MAX.SHIM U ao Q O SEALANT BEHIND FLANGE BY INSTALLER p ,��NDR�W��i�� i .�`�5 P'c E ni�'TG-P��. PERIMETER SEALANT ��JVP'��'` SF�'•,y�� BY INSTALLER ��: No 58201 :7�G INSIDE AND OUT � � SUBSTRATE BY OTHERS *� * �* SEETABLEI �q1 VERTICALSECTION � "9�: STATE OF .•�� 7 TYPICAL SILLANCHORAGE �i�i�'.,.c p�_�� NO SILL ANCHORS RE�UIRED ��lc •�O R��'��j�� SS+ONA��, TABLEI:APPROVEDINSTALLATION FASTENERS �❑a � � n 2/23/2016 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. Li LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" FL PE#58201 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"fIW TAPCON 1" 2" PERIMETER SEALANT 1239 JABARA AVE. FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" �^ BY INSTALLER NORTH PORT,FL 34288 INSIDE AND OUT PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM G90) 3/16"ELCO UL7RACON 1-1/4" 2-1/2" p HORIZONTAL SECTION 3/16"ITW TAPCON 7 BOX FRAME INSTALLATION 5HEE7 oEscRIPTION: FLANGE 2X MIN.SOUTI-IERN PINE(G=0.55) 1-3/8" 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION OR ELCA ULTRACON INSTALLATION DETAILS FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE(0.060")MIN.S1EEL STUD 810-16 HILTI KWIK-FLEXOR ITW FULL 11-IREAD FLANGE REMOVA�NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BV' DATE: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" ��16 UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: 1/8"ALUM.(6063-T5 MIN.)OR q10 GRADE 5 SELF-TAPPING/ FULL THREAD ADE 08/09/14 FLANGE 7��g^ -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.• 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-935 C FIN 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. scA�E: SHEET NOTE:UNIF-FRAME OPTIONS NOT SHOWN. 1:2 7 OF 7 `' - - FLORIDA PI�ODUCT APPROVAL - PRODUCT SPECIFICATIONS LIST I PR JECT NAME: PERMIT NO.: DATE: �r�e'�o e ��e .�r� l a> >6 PROJECT ADDRESS: 3 3�� CONTRACTOR NAME: go�� h v�' � hr�t. ,' S D � �`�v��' ✓� -�� , As req lired by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and the product approval number(s) on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit on or after April 1, 2004. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. More information about statewide product�approval can be obtained at: www.floridabuildinca.ora .I Cate o /Suticate o. Manufact'u�er• ' -P�oduct.Descri_�on ModeUT pe/Size P�oductApp"roval-' 9 �Y 9 N . p ,. � Y � No. . . _... : _. _ --- - .. . . _ e. _ . _ ._ _ .._ . _ �� A.EXTERIOR DOORS " � ' 1. ISwin in 2. ISlidin 3. ISectional 4. IRoll u 5. IAutomatic 6. I;Other � B.WINDOWS ' 1. I:Sin le Hun Gus ,' o /` o'Z , 2. IHorizontal Slider 3. CCasement 4. I:Double Hun 5. I'Fixed 6. PAwnin 7. IlPass-throu h 8. IIPro'ected 9. IlMullion 10. IiWind Breaker 11. IlDual Action 12. IlOther II C.PANEL WALL ' 1. IlSidin 2. IlSoffits 3. IEIFS 4. IlStorefronts 5. IlCurtain Walls 6. IlWall Louver 7. IlGlass Block 8. IlMembrane 9. IGreenhouse ' 10. IlOther II D.ROOFING PRODU.CTS 1. IAs halt Shin les 2. IlUnderla ment 3. nRoofin Fasteners 4. IINon-Structural Metal Roof 5. IlBuilt-U Roofin 6. IlModified Bitumen 7. IISin le PI Roofin S stem , 8. IlRoofin Tiles 9. II Roofin Insulation i 10. IlWate roofin 11. II Wood Shin les/Shakes Page 1 of 2 Revised 5/21/2015 ! - - i � � �� ° - . � ' . � '.Produc�E Appro.v.a1' ,- �' CategorylSubcategory Manufacturer , , ;Pra�duicf Clescript�on.(NlodeUType%Sizej , , ��a, , � � � - - - --- - - - 92. , Raafin Slate 13. ' Li uid A lied Roof S stem 14. Cements/Adhesives/Coatin s 15. i Roof Tile Adhesive 36. ' S ra Po! urethane 17. I 4ther H E.SHUTTERS. 1. I)Accordion 2. %Bahama 3. 8 Starm Panels 4. U Colaniaf 5. II Roll-U 6. n E ui ment 7. N Other � F.SitYLiGHTS 1. I Sk !i ht 2. II Other II G.STRUCTURAL COMPONEN'CS ` • 1. �Wood Connector/Anchor 2. I Truss Plates 3. En ineered�umber 4. II Railin 5. I Coolers/Freezers 6. I)Concrete Adm ixtures 7. �Materia! 8. (Ilnsulation Forms 9. II Plastics 1 d. �Deck Roof 11. 8Wat1 12. IlSheds 13. IlOther II H.NEW EXTERIOR ENVELOPE PROpUCTS Describ.e Be1ow 1. �) 2. � 3. N 4. II The p�oducts listed above in Section H and described below did not demonstrate product approval at time of plan review. i understand that at the time of inspectian af these products, #he following infiormation must be availabie to the inspectar on th� jabsite; 1} copy of the product approva(, 2} the performance characteristics which the product was tes#ed and certified ta campiy with, 3) copy of the appficable manufacturers instalfation requirements. I understand these products may hli ve ta be removed if approva!cannot be demonstrated during inspectian. � � ACKN�WLEDGEMENT: By signature below the OwnerlBuilder, Contractor or Cantractor's Authosized Rgeni ttoes hereb�acknowledge that they have read and understand the information contained herein. II , �i � f �.#� r �U / �/ � Signa�ure Print Name Date (Owner/Builder,Contractor or Contractar's Authorized Agent) Page 2 of 2 Revised 512912015 a��u�,uui►�y nuiiuing�cnematic http://www.appraiser.pascogov.com/search/traverse/traverse.aspx?p . I � Generalized Building Schematic 11-26-21-0010-18700-0190 Card: 001 � � io � � 1Q FEP 10 ' SQ 5I 9 � il 12 BA.S g 28 26 , 19 FAt 19 6 SQ FOP 10 10 11 6 1� Pasco County Property Appraiser �i \f-G�1�p� Page Layout Modified: 9/6/2013 8:36:26 AM • The Local Time Is: 12/27/2016 8:45:28 AM � 3 6 X�� 'l��"� S / � (,Q�j9 �I � � c�6 X SC� �--N� ��'� � �� '�� g'a.�o �- �-h �y�� x s�� 3 � �� ,��,��s f=� � 3s�� I � �f 1 I 12/27/2016 8:45 A Jan 17 9�7, 12:��p Morgan Exteriors 893284328� p.'1 � AU'�"MC�Cii�� A�'►EMT � , ,�FFtC1�4'111�"' � ! , �- .,.�� .L..��tt�b�gcar�t autk►t>riz�livn t�► ��+��,. �'t,Pl��sr''0 t�► (��ntr`acto�j tAuthariz+�al Ageri#� fo 2�+�t irt my behalfwit�t the Hemarad4 Caur�ty f3uildin�Divr�ian wl�de cc�r��ding ac�iuities rel�t,ec! to��rt��ing g�rrr�its.TFte�e activi�+es spe�i�tll��tc�r�de s�ning�tt c�acument�req�irin�si�n�ture �f u.riQR�r\1Q1 . �l'�'d� �l�i�� is to be ca�s�rec!an a�ge�t crf my busirte�ancE �(Authotiz�i Ager►#} ther�fcr�the st�aaitur8 af said agerrrt is bind"mg and c�us�rn�to assurrr�ail r�spons+bilit�es c�arrr��cte�M ar assaci�Le�with �i�e sign�tuc�e�s tt�e�may r�l�te to m}r v�ntractang busiri�ss. I fG'�t.�._,�ft.�.��t/ t'+�Nev�+the 1C'..:r''c; �� ,�:.�l�u��r'�!.1.+'`'t�f, �Co�ra�r} �' ' �nd�gre�to hoki the iier�tatt�o C,a�unty Bu�tding Dlv�sion��mntess�+arr+, ar�y�an�all cespndnsibrlihr� ctair�or�a�er a��tiar�s arisinc�f�rn ar ret�ted to#h��'�vis�n'�ac�e�ian�of tt�aCorre ag�nt's �i$nalat��'or p�rmit-�el�ted��ivi�ies, t tt�rt�er und�rst�nd iha#it is my s�te re��ns�bit�ty i�a gr��►t �nd#+ermit��te a�ty such auth�tion artd tc�r�sure thai the Division r+��eoves time�►nati�ce ot anX SLIC��i��E.�'�11�i�l�!(�. r , �,,.r',�'�� r... .._. � / 6 ~ ��F!� - .��_ `'�igfiature of Gorrtractor 5igrt�,ture t� Ag�nt �f- G`��?.�I� M State C�rti�tio�or R�gistr�tion Nurnber ! 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