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HomeMy WebLinkAbout20-22736 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22736 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION' Permit Number: 22736 Address: 3434 MALACHITE DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: EMERALD POINTE Est. Value: Parcel Number: 24-26-21-0040-00000-1400 Impyov. Cost: 4,200.00 OWNER INFORMATION Da,"te Issued: 4/16/2020 Name: HAGEWOOD LARRY& BETTY Total Fees: 97.50 Address: 3434 MALACHITE DR Amount Paid: 97.50 ZEPHYRHILLS, FL. 33540-7420 Date Paid: 4/16/2020 Phone: (813)715-0925 Work Desc: REPLACE 5 WINDOWS & DOOR CONTRACTOR(S) APPLICATION FEES BAHR'S ALUMINUM INC BUILDING FEE 97.50 Ins pectio s Required FOOT—ER 2ND ROUGH PLU MI INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER— misc. ROUGH ELECTRIC LINTEL misc misc. 1ST ROUGH PLUMB PRE-METER INSULATION WALL misc. DUCTS INSTALLED WATER misc DRIVEWAY PRE-SLAB SHEATHING misc. misc. CONSTRUCTION POLE FRAME misc. misc. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit,there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with _.-�Jodes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CANTRACTbR619NXTURF PERMIT OFFICZR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER a• t . City of ZephyrhilIs BUILDING PLAN REVIEW COMMENTS 1 1 Contractor/Homeowner: A J 117 c4K Date Received: 103 /,,0 Site: 3 y l C-,C1 1�ke- rl Permit,Type: �e 1h Gx V i h t r�w Y SS C"s i u ,r S}`ZeS �e- Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This commen7shee;tshall be k i the permit and/or plans. APR 01 2020 Kalvin Swi fans Examiner Date Contractor and/or Homeowner (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 4/3/2020 Phone Contact for Permitting 813 782 - 3513 Owner's Name Larry & Betty Hagewood Owner Phone Number (260) 615-5147 Owner's Address 3434 Malachite Drive Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 3434 Malachite Drive, Zephyrhills, FL. 33540 LOT# SUBDIVISION Emerald Pointe RV PARCELID# 24-26-21-0040-00000-1400 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED EW CONS7R ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM = OTHER TYPE OF CONSTRUCTION F BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK Replace Vinyl Windows For Glass(size for size)and Re-Locate Landing&Steps BUILDING SIZE 12X10 SQ FOOTAGE 120 HEIGHT 9r ®BUILDING $4200.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY (= W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BUILDER ��� D COMPANY Bahrs Aluminum SIGNATURE REGISTERED I JYJN FEE CURREN Y N Address 86 all Blvd,Zephyrhills, FL.33541 License# I CRC057444 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address License#' PLUMBER COMPANY SIGNATURE REGISTERED Y/ N I FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItlllllllllllllllllllltllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. ..1-:....-r...r......r...r...r�1..L:...... .... ....-. .--•-1--1..{-I.....r...rt.-4�1.- :.-..-. ..-. ..-..- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Directions: Fill out application Completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW INSTR#202oo57997 SIR BK 10081 PG 3448 Page 1 of 1 04/03/2020 01:40 PM Rapt:2151004 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Permit No. PnalTDNo 2N-210-2/^dUSJI)^Gbl�Qt)-lNGYl NOTICE OF COMMENCEMENT smbd jrinriA Camtyor Pdseo THE UNDERBtflNED t aby ptvea ndb Hutt bnplomm�d wII ba made b onWn real prapraly,and b roeoMarea wdh Chapter713,Fbdda Sb utw t!m t6lowYp Nikrinatlol►b proMded 6 thb Napa dCammanaemla�t 1. Oaaertp"I)Mpaly:P&oiYldMttllleaUanNe��i/^ i-2!"66YQ- QO"1066 Strut Addrea: 3dl3y A /J- 1-e 00-,ve t t {i"WD"*tPrw0fhP n /n5��ry �- ZXiS�'i1G In QIaSS r7aow! ? MayC ' o�'Otit•ta}Ortt * I}Mdt,i'ICi. 3: Ok—tMotmrI-0rL4i"*'fmmdlonMNutaatee torfttmprpmnNt Le ,- / // / Ad&m p ' tMenrattnPropaety: __�1G� NmnedFeeSimpm71Belm .. Of eft" hm+Owrw fldod.W Addma Coy Stab cwft tw4TaleptanaN.. � ►tS�,_,j2^3'S!S 5. SutatY Nuns AWN" Cly 8tom Amemddl3ald : TatephmNa.: S. LeeWar: ' Name Addma CIy Sam Uridete Takowe W T. Palo m wwn tlm Sam of no daaipnamd by the owear upon whom ndkea or other doaana ft may bo serrad a lawldad by aedbn 713.13(IXS)n Florid.srrUM 1 Noma Ad*m Coy Sbb TeNpham Number d DealQnaMd Peneru 8. In oddroon to Iftself,rim owner deiW ato to wa!w.oW d the Lbnoe$Notbo as p oWdad l n Sedbn 713.13(iXb}Pmdda stntim Telephone Number of Pa norE"Da neWbyOwner. & EapMAW dam of Nosoa of Comaneeeen ent(the ovh*m date may nit be befma to ounpmiton of ax abudlon and&W parymem to Ow oenbador,but vWI be one yaw ham dr dab d reco the wim a d hmr t dam b aped5s* WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE E)a'IRATION OF THE NOTICE OF CMORENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER C14APTERT13.PART SECTION713.10E 3 FLOP10A STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR K614II TY. A NOTI OF i5A&16W*MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPEGTXK IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LEMOER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEI+tENT. wwwPowlyartAbl Yilfygfy�avam.dlwfaeoetnpnatioad andthatth.faamatabdnmrainom mW"be t PA STATE OFFt.OWDA O� �f/y/��,'r ` COUNTYOFPABCO ;G047dNf •, sIva • ; S Q t �0 �« C d Laaw,a owner. Aulbettlld #G0331650 #:Q �; sq°arary+'T>naronlea Tbefonloirgr.tnanaf►�•° " '• �lasy&' -daydj 7Dz�—by -Ir'4 'A '' ` (lypa d ,rdlonwy In full br P—onrdly vi—0 OR Pm&md IdantlSnlon pry Notary S!0»M+m I cT -. TypadidaM3AaSon.Peadupd. �j".: ," ,-,Nani(ihtrdf'' ✓G" � � . a gc State Of Florida,County Of Pasco This is to certify that the foregoing is a true and correct copy of the document m %' ' on file or of public record in this office. J a ' Y Witness my hand nd official seal this z q of 1 r �Jr day YI 26,3n b %'% Nikki Alvar ogles, Esq.,Clerk&Comptroller .;5`(4 c { Pasco Cou Flbrida By � Deputy Clerk ' o��17j1, 0 �, NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided With a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area Within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT ULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INT OBTAI CING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR N OF CO MENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swam to(or affirmed)before me this Subscribed and swam tq Car ed),3 befor me this by AI- -20220 by Who is/are personally known to me or has/have produced Who is/are personally I o toute or has/have produced as identification. ` , CO Notary Public ION Nota;�'ublic Commission No. Commissio o. y, Name of Notary typed,printed or stamped Name of Notary typed,printed or e12mSmed',�o #GG331647 c' PAIJ ----J,ffl . - . •d9a� NVI 'Sl')iH�AH�9 30 AJ.io 3H-L(INV 3aa0 o lo�13IVNai.LdN ONI`iib H3`3Qao JNtOII tJowol3 S3Qao H1iM Alm"{ O lll'HS)INOM llb' i (Js a�;s u,o,���>{�u�'� L Lxfylu!Lt7ri V Slt{YTft e o . a ° • o s �' BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I 1 Contact Us I BCIS Site Map'I Links I Search Florida ::: Product Approval P; USER:Public User It i(iv.6 Q-r k5 �i• Product Apgroval Menu>Product or Agplicatlon Search>BRplicatlon List>Application Detail o_ FL# FL1435-R22 4444 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 J Product Manufacturer PGT.Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr N Venice,FL 34275 (941)486-0100 Ext21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE Wei Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/24/2018 Date Validated 1O/24/2018 Date Pending FBC Approval Date Approved 10/26/2018 Summary of Products FL# Model,Number or Name Description 1435.1 SH-200 Aluminum Single Hung Window(Std.Meeting Rail,inc.Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R22 C CAC Cert-SH200.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/16/2022 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R22 II SH-200.pd pressure,size and anchorage information.The Pass Thru Verified By:A. Lynn Miller,PE 58705 version was not tested for water infiltration. Created_by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-200 53D Evaluatlan 0917.E Created by Independent Third Party: No 1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL1435 R22 C CAC 190-1003CAR2,qff Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/08/2020 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R22 I1 SH-200HD.p�g pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FLi435 R22 AE SH-200�D tip 0917.p Created by Independent Third Party: No 1435.3 SH-800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R22 C CAC C@rtlflcation SH800 C.p Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant. No 09/07/2020 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R22 II SH-800e.Of pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH800 Eyal 091LWU Created by Independent Third Party: No 1435.4 SH-5400 EnergyVue Vinyl Single Hung Window LmtsUe Certification Agency Certificate Approved for use in HVHZ:No F. fi- t14n .'.I'a�I00.. pproved for use outside HVHZ:Yes �uaTAssura; lnce Contract Expiaio Date Resistant;No 8/13/2021Tog gn Pressure:N/A stalls_tion Instructions Other:Please see the Installation Imstruetions for design R• _ pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent ihird Pat : No Evaluation Reports R• v I •i Created by Independent TIM7d Party: No 1435.5 SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R22 C CAC Certification-SH5500.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2021 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R22 II SH-5500.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-5500 Evaluation 0917.pdf Created by Independent Third Party: No Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy emenj::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 Approvai Accepts: ® ® Eg M Credit Card Safe r _ MAX.BUCK WIDTH _ MAX.BUCK WIDTH SEE TABLE 1 SEE TABLE 1 -.(I 28"- MAX.BUCK WIDTH MAX MAX.�— O.C. rMAX. — SEE TABLE 1 2"MAX. 12. B.SEE D,SEE -�-1 �-- 4'MAX.O.C. B.SEE MAX. D.C.' SHEET3 SHEET SHEET f- A,SEE C. r SHEET 3 12"MAX• ,SEE i A,SEE 12' SHEET 4 SHEET / 17.8• MAX.O.C. / / MAX.BUCK O I / 4'MAX. '- MAX.BUCK HEIGHT SEE MAX.BUCK D.C. HEIGHT SEE —� TABLE 1 HEIGHT SEE X A TABLE 1 10'MAX.O.C. O TABLE 1 13.773"MAX.O.C. X 10'M /- - / C — A� q 13.773'MAX.O.C. i 8.112'MAX. / B NO ANCHORS AT SILL B NO ANCHORS AT SILL 6-1/2 D— 2'MAX. r— ELEVATION FOR TYP.FLANGE FRAME_ ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP.EQUAL LEG FRAME, PROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION (SIMILAR EQUAL-LITE CONFIGURATION (COTTAGE SIMILAR) ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) I k TABLE 1: GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Window Suck Size Reinf. Design Pressure Certification VINYL SINGLE HUNG WINDOW Width Height Configuration Level (+)psf (-)psf (CAR)Number 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 40" 63" Equal-lite R4 50.0 70.0 190-1022 I REQUIREMENTS OF THE FLORIDA BUILDING CODE. 36" 6T' Equal-lite SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN 2)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X 36" 62" Std.ProView R4 50.0 50.0 190-1027 A BLOCK AND OBTAINING INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY DESIGN PRESSURES FOR i 36" 67-9/16° Custom Sash ! TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER. THAT BLOCK SIZE FROM IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8" 84" Equal-lite THE TABLE ON THIS SHEET. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 52-1/8" 64" Std.ProView R1 50.0 50.0 190-1021 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/8" 91-13/16" Custom Sash OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-1/8" 64" Equal-lite ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR 4 WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 52-1/8" 84" Sid.ProView R2 65.0 70.0 190-1026 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-118" 91-13116° Custom Sash `1, 4)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE ' ''''``i 1 PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF `�. ........ ,`�;'• !� TRANSFERRING APPLIED LOADS,WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. t-�• 0 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE ti VINYL SH WINDOW FPA(NON-IMPACT) 12/13/14 WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE o 33-t/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS o GENERAL NOTES&ELEVATIONS Q-- J ROSOWSKIGI�r-r--� PRODUCT.THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF .. o.�� �S .!i:• f 51�,,.O! I ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.#29296 a$ ....t.. BUILDING CODE FOR CORROSION RESISTANCE. ; ;°i •-'\�.%;^,h,'�•,1.,. %'; \ ) 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 00 L I'N MILLER P.E. ([ (941)-480-1600 SH-5400 NTS 1 OF 4 o z FPA-5400.0 z° A LYRE E.p 58705 f1 -� �- EDGE DISTANCE SHOWN TFtA INSTALLED THROUGH IX BUCKSTRIP / EMBEDMENT / --� FLANGE SHOWN SHOWN FRAME _ INSTALLED INSTALLED SHOWN I - DIRECTLY TO THROUGH 1X EMBEDMENT EMBEDMENT --� SUBSTRATE BUCKSTRIP ��- �❑ o EDGE �Li DISTDANCE DISTANCE D Q I Q�� a EDG OPT.SASH TOP ��jI �II���TIIIII / E t � LIFT RAIL � C�JD� EXTERIOR �aU DISTANCE S o � � S aFLANGE I EQUAL p _ FRAME LEG S OWN -- BUCK WIDTH FRAME HORIZONTAL SECTION A-A SHOWN BUCK HEIGHT o _ ffIJJJ a I Q� INSTALLATION NOTES; EXTERIOR 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. ! 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. a 3)MAX.SHIM THICKNESS TO BE 1/4'. 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN i OPT.SASH -- REQUIREMENTS. BOTTOM LIFT FLANGE Q 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE FRAME HANDLE/LOCK SHOWN (JD� OTHER FRAME TYPES. EQUAL LEG FRAME �a INSTALLATION THROUGH EXTERIOR SHOWN THE FRAME,INTO METAL t t 1 t;:•!/ ;, !4� •....... NO ANCHORS .'•. II REQUIRED IN \`,• l FLANGE OR U VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14 I EQUAL-LEG E TEA FRAME SILLS "FLANGE&EQUAL-LEG/BOX FRAMES o =c J ROSOWSKI a ® VERTICAL SECTION B-B CERT.OFAUTH.N29296 �o 1070 TECHNOLOGY DRIVE ''•�- N.VENICE,FL 34275 - rco • 941 -480-1600 v SH-5400 NTS 3 OF 4 o z° FPA 5400.0 x z A.LYNN MILLER,P.E. ( ) h P.E.058705 I EDGE DISTANCE SHOWN INSTALLED SHOWN INSTALLED SHOWN INSTALLED _ THROUGH THE THROUGH THE THROUGH THE 1 FRAME INTEGRAL FIN FRAME �� __I_ EDGE DISTANCE EMBEDMENT J-CHANNEL EMBEDMENT FRAME ru SHOWN i O EMBEDMENT a Q o DISTAEDGE ann, NCE OPT.SASH TOP J-_ �LJD� EXTERIOR �al� LIFT RAIL I 0 � � FINFRAME ; J-CHANNELI SHOWN FRAME a SHOWN BUCK WIDTH ° HORIZONTAL SECTION C-C INSTALLATION NOTES: j BUCK HEIGHT a 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. I 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 1/4'. EXTERIOR JED 0 4)GLASS SHOWN IS FOR ILLUSTRATIVE (� PURPOSES ONLY AND MAY DIFFER TO �Y MEET DESIGN REQUIREMENTS. 5)FIN AND/OR FLANGE MAY BE REMOVED Q TO CREATE OTHER FRAME TYPES. aOPT.SASH FIN BOTTOM LIFT LJ FRAME HANDLEILOCK SHOWN L O EXTERIOR F FRAME Q EE(TEFRIOR FIN FRAME tt SHOWN 'D SHOWN t i INSTALLATION THROUGH INSTALLATION THROUGH THE r-'-'—I THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL �•.�f• �I;r., SHOWN EDGE ''' I INSTALLED DISTANCE ,.;� x• '- J THROUGH 1� VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14 THE — INTEGRAL FIN - - -- DISTANCE �_ J-CHANNEL&INTEGRAL FIN FRAMES n m J ROSOWSKI (o �5 �7 I--' EMBEDMENT } ® .;'l.;'. �'.T.�•:;'i:�iF �,..: VERTICAL SECTION D-D I CERT.OFAUTH.#29298 .; --—--- ---- — 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 d A.LYNN MILLER,P.E. (941 r480-1600 s SH-5400 NTS 4 OF 4 Z FPA-5400.0 z P,EJi 58705 wry w�+ n i ► 1 / . Reg lat .. BCIS Home I Log In i User Registration Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS,Site Mz Florida ' p Ie Product Approval USER: Public User ,I Product Approval Menu,>Product or Ap,ollcatlon Search>agpllcatlon List>Application Detail �. FL# FL331-R14 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be review( the POC and/or the Commission if necessary. Comments Archived t J Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE di Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard AAMA 450 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E-1886 ASTM E-1996 ASTM E-1996 Equivalence of-Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/11/2018 . Date Validated 07/24/2018 Date Pending FBC Approval Date Approved 07/25/2018 Summary of Products FL# Model, Number or Name Description as L' o se erfi' ica•r� p o fo s i H Na pro -d fo se uts'de V anyiesFity Ass on i io P i n N, es' es e N atlat�© i O her: P ease s e h I st !'la o st ctio s far •es •in'-e a n a a <rage a m 1?io a Ified - • raed e n Turd - o Rai o o Care. a by e•e de t I r 331.2 FD-5455 (was 455) Vinyl French Door&Sidelite/Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL331 R14 C CAC Certification FD 5455.0 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration De Impact Resistant: No 05/21/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R14 II F12-455.pd pressure, size and anchorage information.Also known as.the Verified By: A. Lynn Miller, P.E. 58705 455 Series. Created by Independent Third Party: No Evaluation Reports FL331 R14 AE FD-4555 Evaluatlon B.pd Created by Independent Third Party: No 331.3 FD-5555 (was 555) Vinyl French Door&Sidelite/Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL331 R14 C CAC Certification FD 5555.p Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration W Impact Resistant:Yes 05/21/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R14 II FD-555.12df pressure,size and anchorage information.Also known as the Verified By: A. Lynn Miller, P.E. 58705 555 Series. Created by Independent Third Party: No Evaluation Reports FL331 R14 AE FD-5555 Evaluation B.p f Created by Independent Third Party: No Back Next Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:: Privacy Statement::Accessibility Statement:: Re 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, mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuan Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if the provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a p. 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, Product Approval Accepts: eCheck M Credit Card Safe GENERAL NOTES: ANCHOR LOCATIONS&SPACING 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO 37-3/8"OVERALL MAX. 73-3/8"OVERALL MAX.- COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN --III-36"BUCK MAX.(Z-BAR) 72"BUCK MAX.(Z-BAR) PRESSURES LISTED. II 13- 1 i 2)W000 BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X MAX.om(, _ MAX_. WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO 80-11/16" MAX.—}�T} SH OR PW SH OR PW i SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1l2"THICK OR SH SE T OVERALL f 80-11/16" GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE INSERT 2Q"MAX, INSERT INSERT 27-1/2" MAX. 27-1/2" OVERALL BY OTHERS. Mom( _1 MAX. 71 MAX. f 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF O SEE 80"BUCK - O 80"BUCK ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). -�--- - NOTE MAXMAX 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT O A (Z-BAR) (Z-BAR) FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF I TRANSFERRING APPLIED LOADS. 21"MAX ! i 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS - T - 1 APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS 12-5/8" _ 1 8 I SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. MAX, __ MAX. - I ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS 3-15/16" 14 SPECIFIED IN THE FLORIDA BUILDING CODE. 14-7/8' 6" - 3-15/16" A),. _I I-- �� MAX. MAX. MAX. 'l f MAX.-� MAX. 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND 6'-8"HI SINGLE ffj 6'-V HI DOUBLE(XX) FLANGE OR FIN. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN 37-3/8"OVERALL MAX. 73-3/8"OVERALL MAX.—� PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS Imo- -- 36"BUCK MAX.(Z-BAR) 72"BUCK MAX.(Z-BAR) COMPLYING WITH ASTM C-90.GLAZING COMPLIES WITH ASTM E1300. 13-1/16" 13-1/16" 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS NOTE A: MAX, _ MAX. ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR SH OR PW 96-11/16" SH OR PW SH OR PW WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE OVERALL 96-11/16" REQUIRED INSERT INSERT INSERT 71 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3"OF THE 23-3/4"MAX. MAX. OVERALL MAX. TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF THE HANDLE - 96"BUCK � 1 AND/OR 2-1/4" � MAX DEADBOLT. 23-5/8" ___ MAX. 23-5/8" (Z-BAR) TABLE 1: MAX, / 0 SEE T MAX. Anchor Type Substrate Min.Edge Min. NOTE 96 Dist. Embedment �- - / A MAX K Wood(Southern Pine) 9116" 1-3/8" --T (Z-BAR) Steel Stud Gr33 3v .046(18 GA) 21"MAX. I 412 Steel SMS � Aluminum-6063-T5 3/8. 1/8" 5� �, Steel,A36 3/8' 1/8" 12-5/8" �j __ 12-5/8" 1/4"Masonry Concrete 1" 7-3/b^ MAX. MAX. Anchor HollowCMU 2-1/2" 1-1l4" 14-7/8" _3-15116' 14-718" '� 6" _ J 3-15116" NOTE.FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIN.3 THREADS �� MAX�� MAX. MAX. -� 'I�MAX. - MAX. BEYOND INSIDE FACE OF MATERIAL 8'-0"HI SINGLE X , 11I •, 8'-0'HI DOUBLE XX 1 TABLE2: As-Tested Confi urations •'( � mm. wa,aL nax AvcI9Mo=LwwFm>ffxrrN.cwww 9 `.� " J.ROSOWSKI 09/30/11 ALUMINUM6063-T6 rmusmlFs,vrocnnsmesycavr:rorNrw. Max.Nom. 00irection DP Certification ANDPR0PR1ETARY.N0P0RrM0FM8 Size(in) Configurationh Sill Type (PSF) Number Glass "0 R0N"'"` x+rraurr� F+ i :::a.�- ...= ranass�oRa-R;rnvLaran 38x80 Single(X) High(Dumper) +/-50 190.789,791 . .36x96 Single(X) Medium(bumper) +/-35 Min.1/8" // ®72x96 Double(p9g Medium(bumper) +/-35 190.792 Temp., b A a.C070 TECHNOLOGY DRIVEMono.or I.G. ' -• NOKOMIS,FL 3427536x98 Singlep0 n Low(Saddle) +1.3 A '� FLCERT.OFAU7H.:29296 CABANA DOOR INSTALLATION72x96 Double(XK) n Low(saddle) +1-35" A�nC '•••• �i: y,�,xpay, �)r•t D;•,. A.Lynn Miller,P.E. sn°' sr,me N' R- •Limited Water(Water Infiltration Tested at 0 psQ. �� `.'• �'"� 1' P.E.#58705 CD-290 NTS 1 of 3 1093011JR III,IA, f INSTALLATION WITH BOX FRAME EDGE DISTANCE OPTIONAL OPTIONAL EDGE SUBSTRATE OUT-SWING SINGLE HUNG DISTANCE SHOWN INSERT EMBEDMENT SHOWN EMBEDMENT! F_ ix WOOD SHIM SHIM INSTALLATION NOTES: OPTIONAL OPTIONAL 1)SEE SHEET 1 FOR SPACING OUT-SWING IN-SWING REQUIREMENTS. SHOWN SHOWN BQX FRAME 2)SEE TABLE 1 FOR ANCHORAGE EXTERIOR SHIM JAMB INSTALLATION AND SUBSTRATE REQUIREMENTS. n (DIRECTLY TO SUBSTRATE) 3)MAX.SHIM THICKNESS TO BE 1/4-. <lLj 4)FOR HARDWARE DETAILS,SEE SUBSTRATE EXTE!LIOR EXTERIOR SHEET 3. SHIM iii 00 OPTIONAL OPTIONAL FIXED LIGHT FIXED LIGHT v INSERT INSERT SHOWN SHOWN BOX FRAME OPTIONAL EXTERIOR ix OPTIONAL NG (USING IX WOODBUCK) INSERT OPTIONAL WOOD INSWING LAMB INSTALLATION FIXED LIGHT BOX FRAME, HEAD INSTALLATION HEAD INSTALLATION. SINGLE HUNG _G SHOWN SHOWN (DIRECTLY TO SUBSTRATE) (USING IX WOODBUCK) INSERT SHOWN OPTIONAL OPTIONAL FIXED LI,G HH T KICKPLATE 'T INSER INSERT . . . . OPTIONAL SHOWN SHOWN ADJUSTABLE 7, BUG SWEEP . v (SADDLE N THRESHOLD ONLY) C-7 EXTERIOR EXTERIOR EXTERIOR 6( OPTIONAL OPTIONAL OPTIONAL 2" SADDLE 1-7il6' BUMPER THRESHOLD BUMPER THRESHOLD THRESHOLD 09/30111 ALUMINUM SHOWN 7F=l J.ROSOWSKI 6,06346 km&wls Vffv=w'wf90PEAw0FP0T SHOWN MWM0AhV000ZV=C0NFVaM I SHOWN �PRaNWARY.hOaac POM�WOF n*5 SUBST AT SUSYRA SUdSTRkE 1070 TECHNOLOGY DRIVE NOKOMIS,FL 34276 FL CERT.OF AUTH.:29296 CABANA DOOR INSTALLATION BO��LZ-BAR FRAME, BILL INSTALLATIONS A.Lynn Milk P.E.#58" 2 of 3 109301 IJR INSTALLATION WITH Z-BAR FRAME i EDGE TABLE 3:HARDWARE(ALL FRAME TYPES) DISTANCE Part 0 Description EDGE _ I SU ST E 7CDSP Lock 6mke Plate 6FLATM Stdker Backing Plate DISTANCE �t 7CDSPDB Deadbo4 Strike Plate SUBSTRATE _ t SUBST E EMBEDMENT 7851M 032 x.375 Ph.Fl,S.S. SHIM OPTIONAL 4UBLOK Locksu rtAae OPTIONAL �� PP° 7• SINGLE HUNG EMBEDMENT r., 7634FW #6x.750 Ph.FI.SMS OUT-SWING INSERT WOOD 7CDSP Lack Strike Plate(Active Slab) SHOWN SHOWN 6FLATM Striker Backing Plate(Add Slab) SHIM SHIM 7CDSPDB Deadbolt Strike Plate(Active Slab)OUT-SWING OPTIONAL 78 RIMI #83z x.375 a Ft.S.S.3 3f8* Slab) , 1 OU7-SWING IN-SWING J ��W itimFoam Insert-S3re• j SHOWN SHOWN 7DEAD Deadb°INtrrcb(A.") 7KNOSO Knob Set Q-11.) j [ 7COKLOKB DeedbolNKrrob-Polished Bmae(Aeths) 7DBLKB Double tncksol I j 69333W Hinge < < 417114 Kago Pin Cap O EXTERIOR EXTERIOR 41705 H1q.Pin BwNng EXTERIOR Z-BAR FRAME 7XMM hinaoft JAMB INSTALLATION 7VT45 Frog.17net (DIRECTLY TO SUBSTRATE) 7834FPT W #6 x.750 Ph.Fi.TEK SMS SUBSTRATE 1X WOOD OPTIONAL OPTIONAL SHIM FIXED LIGHT ` FIXED LIGHT I INSERT INSERT - — — SHOWN SHOWN Z--BAR FtzArnE Z-BAR FRAME, OPTIONAL HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG I (DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCK) INSERT i SHOWN o°ate° 000 o°e°p°Oo ap00°° EXTERIOR Z-BAR FRAME, OPTIONAL OPTIONAL OPTIONAL °0000°oo°o ,°, t$oo°aoo°o°o°oo°a OPTIONAL FIXED LIGHT o JAMB INSTALLATION FIXED LIGHT — KICKPLATE o 00000ffo°o°° Paoo°Ooaoso°o°SooQo� IN-SWING (USING 1X WOODBUCK) INSERT i INSERT INSERT ° °° o°opoao°o SHOWN SHOWN j SHOWN SHOWN 0000ap°000 000° oAo°,0.°0�° �°u�°qo, .:t t'!I• 1 C;r. a a INSTALLATION NOTES: - ! y,t: �v, EXTERIOR EXTERIOR EXTERIOR 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. : C _ r' (01ls - 2)SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. '� ' j- �?! OFitV`"r: 3)MAX.SHIM THICKNESS TO BE 1/4". ',;;•��'.`�` �`�.�' j OPTIONAL OPTIONAL OPTIONAL 2" +.�'.' lf,(.!♦t-,U•.` j SADDLE LIU 1-7/16' BUMPER 0w 0b' am: maew taswirswiltxtoemri aumvrAwrs THRESHOLD BUMPER THRESHOLD J.ROSOWSKI 09130/11 ALUMINUM 6063-T6 � � ��N arr SHOWN THRESHOLD SHOWN ca"m SHOWN _ auoarsxrrurasrsmcwsr J A4'flTaerNtrlT{AiNFfA7tE5il�ItNt11?! ' a{pRsxpe(FRTfd2Y67aff3 7� S BS71iAT SUB RATE StuAs T I t070 TECHNOLOGY DRIVE NOKOMIS,FL 34275 FLCERT.OFAUTH.:29296 CABANA DOOR INSTALLATION BOX2-BAR FRAME A. se"slo6p, sop.; en.* SILL INSTALLATIONS Lynn Miller,P.E. P.E.#58705 CD-290 NTS 3 of 3 � 1093011JR � 1