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HomeMy WebLinkAbout19-20862 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20862 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20862 Address: 575416TH ST 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: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-07400-0120 Improv. Cost: 1,378.59 OWNER INFORMATION Date Issued: 2/25/2019 Name: REED BILLY JR. & CARON A Total Fees: 75.00 Address: 5754 16TH ST Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542 Date Paid: 2/25/2019 Phone: (813)714-8698 Work Desc: REPLACE DOOR UNIT S/S CONTRACTORS APPLICATION FEES LOWE'S HOME CENTERS INC BUILDING FEE 75.00 � I Ins ections Required FO T R 2ND ROUGH PLUMB 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 City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ra,W" /,I I �,� &-, CON CTOR SIG AT LIRE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 0 f Q 11__ II.H City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: L 19 Site: 9-7 ,5 7 /6" Permit Type: + S S C Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ r This comment sheet shall be kept with the permit and/or plans. ven It 019 Kalvi S z —Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) Date Recelvild 1� Phone Contact for Permitting Owner's Nam(I 'I Owner Phone Number 8' 714 -8(ogal OwneT's Addross Owner Phone Number Fee 3'Imple Titlehold or Name Owner Phone Number JOB ADDRE 88 kom o, __-3 __42 LOT WORK PROPOSED NEW CONSTR ADWALT SIGN INSTALL REPAIR DEMOLISH PROPOSED U13E SFR COMM OTHER TYPE: OF(:;ON:STRlJc*DCIN [--1 BLOCK �—1 FRAME [---� BTEEL [5�'l8UIU0N8 ��� VALUATION OPTOTALCONSTRUCTION F--l�LE�T��AL AMID SERVICE [--� PROQKIESSENERQY F--1 VKR.E/O. F---|pLUWB|NG. ` � -^ F'--\ VALUATION DF MECHANICAL INSTALLATION. - ^ | F---l8AG �--| ROOFING F--1 SPECIALTY OTHER UTHGR `(m|SHED FLOOR ELEVXT8N8 FLOOD ZONE AREA —�--lYE8 NO | ^- ~ 713 it Address 1ECJRCk\N COMPANY /|GN&TUR REGISTERED [.y�l�_] rsscuwnsN 1 Address � __ ( L|oonoo# LUm113ER � COMPANY |GNATUR0 [_ [^y/�4[_] rsscunne^ 1= ---1 Address License# [___ ] |ECHAN/C'AL ' COMPANY E |GNATUR2 xsG/arsnso �_y!1V_] rsscuaRsx . [ Address [ _] Linenoo# THEM COMPANY E |gNATURE [ � ] REGISTERED [_y/_0__]�nso � psauunns» 7_ 177 /«]d0000 [ Lioonuo# ++-Hf+H i1fill! -H+H+/ ESUDIENT|&[ Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Rermit for now construction. Minimum ten M0 working days after submittal date, Required unu1hn,Construction Plans,8|ormwater Plans vl Slit Faouuinstalled, G |ta FadUUem&idumpoh�|�ha�brhPormk�r�ubd\v|o|uno8orAopn�a�o DMYAERC\&L '(3)complete sets of Building Plans | LKe Safety ( )set.'of-Energy Forms, R-O-WIDenTlItfornewudnuhnu0uu.Minimum ten(110)working daysafter submittal date, Required onsite,Construction Plans,StPrmwater IPlans w/Slit Fence Installed, Sanitary Facilities&I dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance � GIN PERMIT Attach( )sets o,Engineered P/uno. � °~°PROPERTY SURVEY required for all NEW construction, Fill out application completely. Owner&Contractor sign back of application,notarized lihover$2500,it Notice of Commencement Is required. (A/C upgrades ovor$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same /ER'm COUNTER PERMITTING (Front d Application Only) `rooft�\fshingles 8uwarx Service Upgrades A/C Fonmm(P|u8Sumoy/Fnoboga) Driveways-Not over Counter yo�pu�ip[npdwayu.nwedoROVY 'i- — � - -' i NOTICE.OIF DEED.RE:STRIC1r10NS: The undersigned understands that this permit may be sub ect too "deed," restrictions" which may be more restrictive than County regulations. 'The undersigned assurnes responsibility forlcompliance 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 misdemeranor 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 Dlvlston—LIcensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he Is advised to have the contractors) 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, I TRANSPORTATION IMPfi(;T/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned under stands 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 139-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be Idelntlfled 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 CountyiWate:r/Sewer impact fees are due, they must be paid prior to permit Issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 7`13, Florida Statutes, as amended}; if valuation of work Isi$2,ti(lt);()0 or more, I :._certify that 1, the appiicant, 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 AFF1IDAV1IT: [ certify that all the Information in this application is accurate and that all work wili'be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain o 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 gove'rnment 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 Env[ onmentaliy Sensitive Lands,Water/Wastewater Treatment, i Southwest Florida Water Management District-Wells, Cypress E3ayheads, Wetland Ar'as, Altering Watercourses, Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. i 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 N" 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 stern 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 clte:d for violating the conditlons 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 Iconditions set forth in this affidavit prior to comlTsencing 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 iin 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 Bulldirig 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 authorizei9 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 pEiriod not to exceed ninety (90) days; and will demonstrate justlflable cause for the extension. If work ceases for ninety(90) consecutive days, thq job is considered abandoned. WARNING TO OWNER, YOUR FAiLURE TO RECORD A NOTICE OF COMMENCEMENT MAY RE'SULI_IIT YOUR- PAYiNG TWiCE FOR IMPROVEMENTS To YOUR PROPERTY, IF YOU INTEND 'r0 OBTAIN FI4 ANC1114(33I, CONSULT 11ViTQ�Y(7.UR LENDERR Oft AII�ATTORNEnY E3EFORE REGORI?ING Y04J NOTICE OF CO INENCEMI NT, FLORIDA 1. JURAT(F.S.117,03) UWNit~R OR AGENT ,,�_� _ CONTRAACTOR,_ 1 � Subscribed and sworn to(or affirmed)before me thls Subscribed and sworn o(or a i d)before me thls who is/are personally known to ine or has/have produced Who Isla personally knowA to me or haslhave produced as identlflcation. _ ___ as Identification. c _Notary Public _� Notary Public Commission No._--.--- ommssslo _-.--.----- ,: CQUELINE BQOES Names of Notary typed,printed tir stamped — Name of : a�f}exf r- Ex�res Decem,tb�e{� !�.�.�.�/2y�2 .,...f`V Bonded Tint Troy ff11l1 Inswam 80t>•3859�19 STORE COPY IL INSTALLATION SERVICES CUSTOMER CONTRACT-MWORK-INVEXT/PATIO DOOR LOWE'S OF ZEPHYRHILLS, FL,STORE# 1854 STORE PHONE:(8.t3)838-9000 ;0 9921.GALL BOULEVARD: SALESPERSON:WILLIAM GRAYBILL EPHYRHILLS, FL 33541•. SALESPERSON:ID:.2261096 Document Print Date:01/19/201.9 This is only a Quote for the,merchandise and services printed below.This becomes an agreement upon payment and issuance of a Lowe's.receipt, upon which the.entire agree- neiit;_including the specif'ically4coinpleted pages of this.document,the Terms and Conditions included with this document,the applicable-portion(s) of Lowe's receipt, and any otheraddenda or attachments.fiereto,.shall be referred,to herein as,this"Contract." PLEASE READ THIS ENTIRE'DOCUMENT,INCLUDING THE"TERMS AND CONDITIONS." BEFORE SIGNING. L6w6's'Registrafth or-Contractor License Number.1 Lowe's Contractor Name . Florida Contractor Lice nse,Aumber C.GC1508417 Customer Name.' Home Phone BILLY DEED 813-714-8698 stonier Address..- - - -_ - - Other Phone'..".-. 1 "..: 13942 ND ROAD. �- City State/Province Zip/Postal Code I city FL 33540 Installation Address _ ....-T.`_; _ 575446TH-STREET lri'stallation`City' Installation State/Province Installation Zip/Postal Code ZEPHYRHILLS FL 33542 --- - -- -------- - -- - - -- -- ---MERC-HANOISE-AND-INST-ALL-A-T-ION SUMMAR-Y---- -- --= - MERCHANDISE SUMMARY 346fi0:35f-PFJ7:.ST'K: PFJCSE;356 2=1/4-INX11/16-INX7-f=T: PFJGSE 356 2-1�4-INX11/16-INX7-FT: METRIE INDUSTRIES INC-QTY 3 ---la 5 °14.6,DET25E�S.TK_:_7./1£�4&DE-ET_P.ICKET-:_711.6�z6 DE-P_T P_I.CKET_;_CM.S.UCKEftlUMBER_COMPANIES_LLC-_QPL3_. 238343:2826*8:STK: 1-4-8 ROYACPVC.BOARD: 1-4-8 ROYAL PVC BOAR© : ROYAL MOULDINGS LIMITED-OTY 3 625229: 1.32804M221 OMASTA-,.S,OS::SOS RB PF OAK FG.JW ,ENTRYIEXTERIOR "" 20%OFF CUSTOM ORDER ENTRY-DOORS (1/16l2019-1%2a/2.0'191 «":JE!D=WEN'QIST-N1W MASTERS-QTY 1 Materials Price $ 829.3, Store 1854 Project No.,.567838827 for BILLY REED Page 1 of 7 STORE COPY INSTALLATION DESCRIPTION ' Door type,: Exterior Location of new do Front'Front Door Select.,fiew.door:Single Pre=hung Hardwood(Mahogany,or.Oak)door:No Sidelights-or.transoms: No Number of additional holes bored for accessories; None Installspeiaiized'mortise hardware<: No Install storm door: No - -L-cad'safe practices:-No---------------------- -= - -- - - Total-linear feet-of-custom trim to-be-installed :-6 Deliver:door:Yes Customer understands the scope of the project:Yes Perrnit required :,Yes Who will obtain permit:.Third Party Perrhit`fee.-Yes Additional miles traveled over 20:0 Bring,up to code description :None Access fee amount:.None Dump entry.fee : Yes Describe other work needed :frame in per panel, Other]t0k charge:Yes Comments: No Comment Labor Charges $ 584.25 _ � etail.Ded uiction '. �... . 5.00� Additional Specifications: Notation.`Love's Will not make structural modifications, paint or stain or remove/reinstall security system equipment. Customer is responsible to advise if.prop- erty is governed by Historic District"136 biations. I . .A01tlition6l.Specifications: Federal.law:requires Lowe'sjo provide you with the pamphlet.Renovate Right: Important Lead Hazard Information for Familes, I Child Care­Providers and Schools. By.signing this Contract, Customer acknowledges having received.a copy of this pamphlet before work began informing - --- ---Customer-..of4he potential-risk-of-the-lead-hazard-exposure--frorh-renovation-activity to-be-performed-in-Custorer's-dwelling-unit------ - -------—:= = - - PHOTO°RELEASE .Customer grants:to Cowe's and Lowe's.employees and independent contractors the right-to take photograghs of.the Premises where.In stallation Services will be performed and all work performed at the Premises related to this Contract, and itrevocably.grants'to Lowe's all right, title, interest in and to the pho'tographslor use in all;markets and media,worldwide, in perpetuity. Customer.aufhorizes Lowe's to copyright, use and publish the photographs in printandfor electronically, and agrees,that.Lowe's may use such photographs for any lawful purpose, i eluding,but not limited to, marketing,advertising, publi- city;illustration,trairiing and'Web content. By initialing here,Customer agrees to the foregoing: LJ [Customer to initial to the left]. NOTICE..TO CUSTOMER -.PRICE CALCULATIONS: In order.to properly perform the installation of certain Goods, the:Contract Price ma}r include more Goods Fian acfualiy vvtll be•installed- ase. .on eti�i- measure sisquare footage'.of the P�ofect Area-As:a result ftie parties agree that tEie Pump=sum Price stated:::�n this.Contract is.calculated upon both the value of,the estimated Goods required to fulfill:the Contract (including..tvaste), which may exceed the actual.square footage-of.the Project Area, and.the.labor which may be estimated based on the amount.of Goods required.to fulfill the contract(including waste). By signing this'Contradbelow;-•Customer acknowledges receipt of this notice"and agrees and understands that the Price includes these-costs which may not be refunded, once,the Installation Services are performed.. NOTICE OF ARBit'RATION AGREEMENT IThis-Contract provides ihat-all-claims'.by-Customer-or-Lowe's will be-resolved by BINDING ARBITRATION. Customer and E--Lowe's GIVE-UP-TH RIGHT-TO-GO--_- -_- TO COURT io:,enforce this Contract:(EXCEPT for matters that may be taken:to SMALL CLAIMS,COURT). Love's and Customer's rights will be deterrimined by Store t854 Project No..567838827.for BILLY REED Page 2.of-7 STaRE.COPY a NEUTRAL'ARBITRATOR and NOT a judge or jury. Lowe's.and Customer are entitled to a FAIR HEARING..But the arbitration procedures are SIMPLER AND MORE LIMITED THAN RULES:.A.PLICABLE IN COURT. Arbitrator decisions are.as.enforceable as any court order and are subject to VERY LIMITED RE- VIEW BY A CO.UR.T. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT,WAIVER:OF JURY TRIAL AND WAIVER OF CLASS.AC- TION ADJUDICATION found in the Terms.and Conditions,ol.this Contract. TOT AL.CHARCES `OIr ALL MERCHANDISE AND SERVICES 'where,applicable SU15-TOTAL .1.378.5 "TAX S 0.0 DELIVERY S''. 0.0 ORDER TOTAL .1378.5 BALANCE DUE Work is to commence upon reasonable availablity.of Contractor which is.anticipated to be: ofr/u< (fill,in`datej. • it . Estimated;completion date.is '. S [fill in date]: NOTICE-TO£USTO.MER._.:_. - :---.- - - -- -- -- - - - - --All items`listed•in;this.contract and-s . ' fic. Jon sheets are to be iristalled under conditions agreed u on at time.of urchase and at the price appearing P f. ) .. . 9 P P P pP 9 on this..contract form.::This assumes;.sound•existinci substructure's, superstructure and points of.attachments. Extra labor or material incident to installation necessitated by;defecfiv&.substriictures;.superstructure, points'of atfachment,:or the moving of fixtures or appliances to be billed at extra cost.to custom,= er..DO NOTSIGN THIS,CONTRACT UNTIL,COMPLETE.AND YOU,HAVE READTHE TERMS AND CONDITIONS OF THIS CONTRACT. BY-SIGNING - ---BEL-iD-YOU=ARE ACKNOWLEDGING THAT-YOU-HAV�RE-AU,-UNDERSTAND AND=AGREE TO THE-TERMS-AND CONDITIONS SET FORI}i ON---- - —= Thi1S CONY-RACY:YOU;ARE-ENTITLED TO A CORM-0F THIS CONTRACT AT THE TIME,OF:SIGNATURE. NOTICE.TO O`1VNER.rAC.C.O.RDING.TO.FLO_RII)A'S-:CONSTRUCTION ,LIEN..LAW (SECTIONS 713.001- 713.37; .FLORIDA. .STATUTES), :THOSE:WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID:;IN.FULL-.HAVE:;A,:RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A .SUBCONTRACTOR FAILS TO PAY SUBGON= IIRS,--SUB=SUB.CONT-RACTORS,-OR--MATERIAL-SUPPLIERS,:THOSE-PEOPL-E-WHO--ARE OWED-MONEY(-MAY-------. ----- :;LOOK TG YOU:R.PROPERTY FOR PAYMENT, EVEN al= YOU HAVE ALREADY PROD YOUR CONTRACTOR IN FULL. IF ;;WU.FA,IL TO°PAY YOUR :CONTRACTOR, YOUR CONTRACTOR MAY ALSO.HAVE ALIEN ON.YOUR.PROPERTY. THIS: MEANS.IF A: LIEN IS.FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL,TO PAY FOR LABOR, MATERI- ALS,.:OR OTHER,SERVICES THAT YOUR .CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOU YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR - -C.ONTRACTOR=IS;-REQUIRED TO--PROVIDE YOU-WITH A WRITTEN-RELEASE--OP-LIEN--FROM---ANY-PERSON--OR-COM - -- --- - - PANY,.THAT HAS :PROVIDED TO YOU A "NOTICE TO:OWOVER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX9, Store-1854 Project,N:o..567838827 for BILLY REED Page 3 of'7 STORE COPY ...AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. WITNESS OUR HANDS)AND SEALS . W.THIS )7 -DAY OF.•)�It/6f v.I . Lowe's Home.Centers;-LLC. y yy� (Seal) Print Name: �T'l�.�! Address Owner (Seal): . G �2rzt�tEC� City, State/Province Zip/Postal Code Print Name Co-.Owrier or Witness .. - Print:Name Customer ackhowledges receipt of.a true-eopy which ivas comp letelyfilled in prior to Customeeiexecution hereof.You the'customer may cancel this transaction' at any-0 me prior to midnight on;the.third.business day after the date of this transaction.Seethe attached Notice of Right to Cancel for an explanation of this.::right::;. ------------- Store 185.4 Pr.'oject No.567838821 for BILLY REED Page.4 of 7 Claor Detail 5 ecifita ions kaifiz Y"Ctev :t1 P P "- ,,;., r pleaSc.RrOivi(e�d'r„vii+y�Bbiri oniite axing Swirz�iriki or:ii}:hf-"' pufCY;.. ,1/1G/207.9I ".� .Notr.'interi�(E>sidiiiiwtctiv. � I . . _ eclt.Hanti Hight Hand Store N: Customer: m- OILLY:RECp { 7atio stvinR:AF Atilve.l=lnagivr. " Customer Phone: 51idels:X'^Attivg,0;=Inactive -((3 ) ^• - t - Customer must be horse-for install tion GiistortTer.h}oftply,finish - .,` ,.,; ! F.a'tcrror.Holejtirishuikigmq: -- - Door units,to mrt.7surc-one door per row"• Ii measurements must b{in inches. i I - Sweat I Entry -sidatlght; Trani,in Patip-S!,V14 Pntftr-siidct Ihtkriat -oi5ipb- Cuitfgt4pt i Widib. Height'. WWII, `J16ghi.- ianrttOr,pih - - . : .. - - .. 1 KHlS FRONT 7. 91.1/2" 4-9/16" 3 4 6 I ##1)3 FENCE PICKETS,3-COL9NIAL TRIM,3-7;'� "X"-8'•OVC: Page 4 of 4 { i I i _ I r Page 1 of 3 9 Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16468-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived1 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received ALL Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E. C Q S®RK SMALL Evaluation Report �LD ecof;/jpLy�I Florida License PE-73778 A � L UI I 7 P Quality Assurance Entity National Accreditation and Ma� t� E®��/C Cot) �0®t�' RtWA1LjjV(3 Quality Assurance Contract Expiration Date 12/31/2022 �S° zpH ' Validated By Locke Bowden P.E. Y��LLeS' Vi Validation Checklist-Hardcopy Received `L Certificate of Independence FL 16468 R12 COI COI JW SS 2015-04-27 pdf Referenced Standard and Year )(of Standard Standard � 2c�/C,Y `O,n Year 7 J TAS 202 1994 `�//V1 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16468 R12 Equiv ASTM E84 Equivalency Letter SS 2017-08,3L.pdf Sections from the Code Product Approval Method Method I Option D Date Submitted 10/02/2017 Date Validated 12/22/2017 Date Pending FBC Approval 12/22/2017 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgvXaHHDwAA... 1/31/2019 Page 2 of 3 Date Approved 02%13/2018 Summary of Products FL# Model,Number or Name Description 16468.1 A Design Pro/Smooth Pro/Studio Single(X)Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Fiberglass Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010861A X-OPO SS 2017-02-09.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16468 R12 AE PER4655.I SS 2017-11-17.pdf Created by Independent Third Party:Yes 16468.2 B Design Pro/Smooth Pro Fiberglass Single(X)Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 11 A010862B X.GLZ SS 2016-08-26.pdf Approved for use outside IIVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16468 R12 AE PER44301 SS 2017-11-17.pdf Created by Independent Third Party:Yes 16468.3 C Design Pro/Smooth Pro/Studio Double(XX)Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Fiberglass Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A01.0863A,XX,_OPQ SS 2017_02=09;,pdf Approved for use outside HVHZ:Yes Verified By:Hennes F.Norero,F.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16468 R12 AE PER4656.1 SS 2017-11-17.pdf Created by Independent Third Party:Yes 16468.4 D Design Pro!Smooth Pro Fiberglass Double(XX)Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010864A XX.GLZ SS 2016-08-26.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norcro,P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16468 R12 AE PER4432.1 SS 2017-11-17.pdf Created by Independent Third Party:Yes 16468.5 E Design Pro 1 Smooth Pro I Studio Single with sidelite(s)(X,O/O,XI O,X,O)Opaque Door 9-0 x 6-8 and 9-0 x Fiberglass 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A01,0865A OXO OX OPQ SS 2017-Q2-09.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16468 R12 AE PER4657.2 SS 2017-12-19.pdf Created by Independent Third Party:Yes 16468.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,O/O,X/O,X,O)Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 11 A010866B OXO.OX GLZ SS 2016-08-26.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norcro,P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16468 R12 AE PER4434.I SS_2017-I.1 17.pdf Created by Independent Third Party:Yes 16468.7 G Design Pro i Smooth Prot Studio Double with sidelite(s)(XX,O/O,XX/O,XX,O)Opaque Door 12-0 x 6-8 Fiberglass and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1,16468 R12 II A010867A OXXO OXX OPO SS 2017-02-09.pdf Approved for use outside IIVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHHDwAA... 1/31/2019 Page 3 of 3 Design Pressure:N/A I FL16468 R12 AE PER4658.2 SS 2017-12-19.ndf Other: Created by Independent Third Party:Yes 16468.8 H Design Pro/Smooth Pro Fiberglass Double with sidelite(s)(XX,O/O,XX/O,XX,O)Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010868A OXXO OXX GLZ SS 2016-08-26.1)df Approved for use outside HVHZ:Yes Verified By:Hennes F.Norero,P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16468 R12 AE PER4436.1_SS 2017-11_17.pdf Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvXaHMwAA... 1/31/2019 PREPARED BY: 37 O.A. MAX: A.WIDTH JEL]BrWEN 1 s d BUILDING DROPS,INC. W I N D O IV S. K D O O R S O.A.WIDTH 398 E.DAMABE BlVO.,STE 338 6 1 DANIABEAOI,FL33DD0 fl 2 xx:J(5541 TB 5 d 6 78 FA%:95dPd4 4 73B wca:ww.w�w,�aemps.mm DESIGN PRO/SMOOTH PRO FULL LITE 1 � NON—IMPACT a � B Z to on., Lu FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 6 0 5 S z o m g ACTIVE of �' wJ wLLoo l� 0 ZtoLL ��3 t.0 =¢ g= §z: s ACTIVE a �3< O s = O� z z �' GENERAL NOTES: 3<. s s Z N C) O 0 W m y �2 0 = 0— �O H= C7 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA O— M \2 Q BUILDING CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: >z • TAS 202-94 'c Z W J W 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE W Q Lu pra RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE L LO U= ,lB.I FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF a 4 s a T a 9 a d s a 8 9 ' INSTALLATION. 4 4 4 4 4 4 4 4 4 4 4 d d 4 }N a� �] TYP.ELEVATION 1 �TYP.ELEVATION 2 F—Lu W` 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 1 6'A'DOOq HEN;NT 1 sa•000axRcxr "' d A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 371/2"MAX. r~ HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. O.A.WIDTH_--_ REMARKS BY DATE 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT Add Vent Lite Option GL 5/5/14 RESISTANCE. Add ADA&Multi-Pt GL 5119114 S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. Add GU Hardware LS /23/1 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN D«uMwns lNE vxovlx xBOxuvsxu GLASS,DECORATIVE,EXTERNAL AND INTERNAL WROUGHT IRON.RADIUS SHAPED LITES ARE QUALIFIED FOR .._ DnDNESWxxO(xBE AEvgrMlicEo`Inuw�l�iouoq vAgi 1 ) ."'-I AIrExAww,.DDmoa.wocniwxtprwxcOo ER 6'-8"DOORS AT DP+/-65 ONLY. Go i —S—6 rxls oocu uaxrAu NorBExMRRDAW (�W Q e O ItNLLiDA1F0 CENTEtGTbx. 7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSSURE (WTP) OF 9.75 PSF. z 6 LL REMAINING SILLS NOT HATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCTSHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY 3 Ci OJ �� S F•I�fO ///�� OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0 0? ACTIVE = v T/1T e TABLE OF CONTENTS NOTE: ����•EBUn EEC `62 G�``� 31 TYP.ELEVATION 3 DOORS SHOWN ABOVE MAY BE LEFT SHEET REVISION SHEET DESCRIPTION \—IJ 6'-B•DDOR WITMfIVnONALVEM IRE OR RIGHT HAND OPERATING DOORS. rev�ugyrMy�` �ILJ�iasr9 1 C TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES SEESHEEEGFORG NGDETADS Digitally signed by Hermes F.Norero,P.E. 2 C TYPICAL ANCHOR LAYOUTS AND NOTES Reason:I am approving this document MAX.OVERALL DESIGN PRESSURE(PSF) Date:2016.08.2618:4159-"00' 3 C OPTIONAL 2X BUCK ANCHORING DETAILS NOMINALSIZE MISSILE /I 4 C VERTICAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT DATE: 02.05.14 WIDTH HEIGHT RATING DWG.B : CHK.BY: 5 C HORIZONTAL ASSEMBLIES POS. NEG: POS. NEG. SSM/TJM MSS 6 C GLAZING DETAILS X T-0" 6'-8" 6SAB 65' 6SAB 65' NON-IMPACT NTS SCALE: 7 C WOODSUBSTRATES X(VENT) T-0" 6'-8" 65AB 65' 65"B 65' NON-IMPACT DWG.p:A010862B 8 C CONCRETE SUBSTRATES %(RADIUS) 3'-0" 6'-8" 65AS 65B 65"B 65, NOWIMPACf SHEET: OF10 9 C COMPONENTS&BILL OF MATERIALS % T-0" 8'-0" 50A 50 50" I 50 NON-IMPACT 10 C COMPONENTS A:SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. B:DESIGN PRESSURE LIMITED TO+/-50 PSF WITH USE OF GU HARDWARE,ITEM#27 INSTALLATION NOTES: PREPARED BY: 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 1®� SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM BUILDING DROPS,INC. STACK TO BE 1/41NCH.SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(5)SHALL BE CONSTRUCTED 398 E.DANIABFACHBLVD..STE.3M OF NON-COMPRESSIBLE COMPOSITE OR BETTER. DANIA BEACH,FL 33W4 PH:(954)399 8478 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIM ITED TO STUCCO, WEB:PAR:195H.4738 WAW.bud&m dm . FOAM,BRICK VENEER,AND SIDING. 3. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR N > N MANUFACTURER'S INSTALLATION INSTRUCTIONS. 371/2"MAX. Lu O.A.WIDTH u_ F c m o 4. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 3"TYP. 3"Typ. 0 O p D EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. C2 C2 Cl p xlan� S. FOR 2X STUD CONSTRUCTION,ANCHORING OFTHESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK - - a Z 5 a s x CONCRETE/MASONRY CONSTRUCTION. p a m Y 6 LL IrIN- 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: O 2 O A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. Ea } Z: B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.C.GROUT-FILLED GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF ec to w w w WD 2000 PSI AND GROUTCONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. .-I = m m v1 K � 0 D.HOLLOW BLOCK CMU-UNITSTRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH m.m F WO }F•NL? OF 2000 PSI. m DC z U i�i z = g = C6 Z ax 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR LOCATIONS, 3 z z z Q Wi EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. ?3 0 < O a 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM O Z N N EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED. REMARKS BY DATE Add Vent Lite Option GL S/S/14 i Add ADA&Multi-Pt GL /19/1 Add GU Hardware LS /23/16 ANCHORTABLE fi'8"DOORS 8'0"DOORS A2 A2 DNc—HOTBELPROPER o BwDINGORPART ND SIULL NOT BF REPRODUCED IN WHOLE OR PART WROTEN CONSEMOP BUILDING DROP.W 1 TYP.ANCHOR LAYOUT ALTFRAT...AOD XNS,NIGNWHDNG.OROD FR RRINGS TO TI45 DON MENTARENOT PERNBrtEDAND ANCHOR MIN. MIN. 6'A'6 B'-0'DOO-M. LID—OUREERD1-01. ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. Z INVA SIZE EMBEDMENT DISTANCE SPACING AT SPACING AT ♦♦�111 L L L 17tI/// JAMBS JAMBS ♦♦♦\♦�SS F. NOTE: I NO ANCHORS REQUIRED ATTHE SILL FOR SINGLE DOORS(X)ONLY. `♦� �� //� 2X WOOD BUCK ; WOOD SCREW 430 OR FRAMING 1-1/2" 3/4" 17-1/2" 17.1/4• = �••, - -J. 0 ITW TAPCON 3/16" CONCRETE/CMU 1.1/4• 2-1/2" 17-1/2" 17-1/4" 7IL- -D - Tf iT rY 1-3/8"-CONC. NOTE: �•r QfRI/V ELCO ULTRACON 1/4" CONCRETE/CMU 1-1/4--CMU 1" 17-1/2" 17-1/4" INACTIVE AND ACTIVE DOOR PANEL i 0, •.- ( P;•�yU ORIENTATION IS INTERCHANGEABLE. /i/F utx'PE a�° ('jam♦��� TTW TAPCON 3/16" CONCRETE/CMU 1-1/4• 1" 10" 14-3/8" ���Nyl A E�iao.� % fBPE[fR.Jgt��.pq B2 2-49 X 21/2"PFH SCREWS DETAIL D2 02.05.14 2-u9 X 21/2-PFH TYP.HOPPE/GU DATE: PFH SCREWS MULTI-POINTSHOOTE LOCATION_-__._ SSMB�Tim CH MSS • PLATCATION DETAIL 82 (RH PLATE SHOWN) TYP.HOPPE/GU D2 SCALE: NTS MULTI-POINT SHOOT BOLT BOLT. 0T DWG.#:AO10862B PLATE LOCATION SHEET: OF10 SILL SECTION VIEW n HEAD SECTION VIEW I� Z INSWING SHOWN OMWING SIMILAR z INSWING SNDWN OU}SWING SIMILAR 1 S DETaLBE SEED-2L PREPARED BY: 1 BUILDING DROPS,INC. 398 E.D..MACH Btv6„STE 338 DANIA BFACH,Ft33BD4 PH:19S41399,8418 fAC:19541)44A1M 41/2"TYP. 41/2"TYP. Wm e vmw.W itdin80mps mm 1 SJ2"OFFSET I. ^' m jmga J b m O Et o��ro 3 �II., Y � Hl 0 4 l.3 U g Ham-v-n- 'C m ~ !,R ji O ZL CO Lu m x O" XO ~ OL9 z QZ n a Z O c0 0 l7 d O ak, H REMARKS BY DATE Add Vent Cite Option GL 5/5/14 TYP.ANCHOR LAYOUT Add ADA&Multi-Pt GL /19/1 PlCDNAISN BUCK IN COxOIEEE/MAsoxNr Add GU Hardware LS /23/1 - ORIP U BU40+NG Uft Ixt xD SNAUNOTBl R EED IN WNOIEDRPART WmgUI WRITTLN[O."H1xSCNf OFBURMNG BRORS.INC. 4ETERATgNS.ADBmON;IGNUGMW6.OROlNEA - MA0.UNG5 TDTlR3 LgCUMENl PRENOT RE0.MITCEPAND DATEOUR PnFR;4T'Ox. T 1/4"M(N.EMBED TYP. 0 ``1111Jt1 RJJJIii z ,��ES F.'IyOR�I,rri N SEE TABLE ZX SUCK ANCHOR TABLE w f J: o 04 MIN,EDGE MIN.CENTER 6'8"DOORS 8'0"DOORS * t 7k z Z ANCHOR MIN. '(/�"(' tY u4 ANCHOR TYPE SUBSTJiA7E DIST,TO TO CENTER MAX.O.C. MAX.O.C. 7J SIZE EMBEDMENT ` 'A / Ctt N SUBSTRATE DISTANCE SPACING AT SPACING AT �.A P'• ��� w$ JAMBS JAMBS �j 'CC ERGR3cJWxao• (7� �'� 2X WOOD BUCK 2X WOOD BUCK INSTALL. ax°'E�,' ,y���' ANCHOR PER BUCK ANCHOR TABLE ITWTAPCON 1/4" CONCRETE/CMU 1-1/4" 2.112" 4" 25" Fs>ECEigyry„i�Q�tL49sas 312X WOOD BUCK INSTALL, q 2 D B�X WOOUCK INSTALL. ELco uLTRAcoN 1/a" CONCREfE/CMU 1' 4' 25" 301/4' 13/8"' ON MU 3 mossErnox smE3ntw DATE: 02.05.14 DWG.BY: I CHK.BY: NOTES: SSM TJM I MSS 1. 2X BUCK 15 NOT FOR INSTALLATION AT SILL SCALE: NTS 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL4/3. DWG.N:A010862B SHEET: OF10 3 PREPARED BY: BUILDING DROPS,INC. 300 E.DANIA BEAEH BW%M.330 DANIA BTACN,FL 33WR j/%jj%%�� %�� PH:I95<13998G78 FA%:(950jJii A)30 ' C) WEB:wwW.bNRdMgd,l .. •\'�\• li w 11 INTERIOR EXTERIOR EXTERIOR INTERIOR o J o1 ry 4 _T INTERIOR EXTERIOR H-O m d � cc W au o N �sd �O N �11 OPERABLE HEAD 3 OPERABLE SILL rT OPERABLE SILL a a 4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING OUTSWING Z W� ENDURAZAIL4565F AFCO 1.2297 L7 F— w tL ►' o > W� h 11 REMARKS BY DATE EXTERIOR INTERIOR Add Vent Lite Option GL 5/5/14 INTERIOR EXTERIOR /• 7 INTERIOR EXTERIOR Add ADA&Multi-Pt GL 5119114 10 �' 6 Add GU Hardware LS /23/1 �p ~ H15 DXUMfNT 15 THE PROPERTY OFB TIDING ORO W ANDSHALLNOTBEREPRODUDEO IN WNO IE OR PART OT O WITIbIR WREN CONSENTOF BUIIDING OROPS,"' ALTERATIONS,ADDNIONS,HIGHUGHTIN4 AOTHER NG REIS TO M DO NNN OUR MENT ARE NOT PERMIrt[D AND AUDATE CERTIF-.. 5 OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL `%J11111,111"T 4 INSWING/OUTSWING 4 INSWING 4 OUTSWING \\5``��S F• /o ENDURA HCI5000 AFCO A-276/P-2000 OPTIONAL AFCO H-497 \\\�Q- E NO.73 i n G�� 11 I�'�'`a,. 9 °gIMp19'f'iY4�hJ�sSTa INTERIOR EXTERIOR PEEER 8 INTERIOR EXTERIOR DATE: 02.05.14 DWG.B: CHK.BY: SSM/TJM I MSS SCALE: NTS g OPERABLE SILL g OPERABLE SILL DWG.a:A010862B 4 OUTSWING OUTSWING SHEET: OF10 OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F 4 PREPARED BY: HINGE SCHEDULE HINGE DETAIL ATIAMB:DOOR HEIGHT QUANTITY Q PLACE#9 X 2-1/2"PFH SCREW NEXTTO WEATHERSTRIP 6'-8" 3 BUILDING DROPS,INC. 4 `\ 398 E.MUM BEACH BLVD.,9 338 OANIA BEACH,P.3300i PH:I99GI3"4M78 iAL(99ilIiC 6)38 3-#8 X 11/2"PFH Ma:.a.,P.WTdiMdm PP, 1-REINFORCEMENT SHOOT STRIP W 1 L o 1819 1 mq„o O N E-0 ` w o h m WLL-.. INTERIOR INTERIOR �\ / C t; m J 5 v =� . � 1-#9 X 2-1/2"PHILLIPS FLATHEAD WOOD SCREW ! O 2 QLu m x Z 3•#9 X 3/4"PHILLIPS Z. � FLATHEAD WOOD SCREWS Z ZO GGWa3o EXTERIOR EXTER1011` a 4-#9 PHILLIPS FLATHEAD WOOD SCREWS j O N ' 17 USE 3/4"LENGTH FOR 6'•8"DOORS W OR USE 1"LENGTH FOR 8'•0"DOORS O 0 rj--� LOCK JAMB 33 HINGE JAMB r7--�GU MULTI-POINT LOCK 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP/BOTTOM REINF.PLATE-ACTIVE PANEL ONLY HOPPE H- REMARKS BY DATE Add Vent Lite Option GL 5/5/14 13-#8 X 13/8"PFH(6'-8"UNITS) 15-#8 X 13/8"PFH(8'-0"UNITS) Add ADA&Multi-Pt GL /19/1 HOPPE COMES W/HARDWARE Add GU Hardware LS 23/1 9-SI9X13/4"PFH 3-#8X2"PFH GU / 8•#9 X 21/2"PFH W/HARDWARE W/STRIKE HARDWARE 12-#8 X 11/2"PFH(6'-8"UNITS) W/STRIKE HARDWARE (6'-8"&8'-0"UNITS) 1-MPL STRIKE PLATE 14-#8X11/2"PFH(8'-0"UNITS) M13iHnuxo15 Be ESEVxoo QUMlSMOLL ONOAB; 4-MPL STRIKE PLATES GU 4-#8 X 13/8"PFH W Tb0)WBOTTCOU—OF.—NG DPOPS,ING ALTEMTON3.ADOO HiGHHGHTNG.—D. 2-#9X5/8"PFH 21 1-REINFORCEMENT PLATE MABON .TIRWNMENiAPE—PS.—ANO 20 W/STRIKE HARDWARE HOPPE#2512296 DA)E0M an ``Slttlllll//f!f!' EXTERIOR EXTERIOR ��OeS F.No INTERIOR o nEBriR3PJg0fAE.NO.)3 MULTI-POINT LOCK JAMB MULTI-POINT LOCK JAMB r6--�HOPPE MULTI-POINT LOCK DATE: 02.05.14 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP/BOTTOM REINF.PLATE-ACTIVE PANEL ONLY DWG.B : CHK.BY: ROCKWELL HARDWARE HOPPE/GU HARDWARE SS M/TJM I MSS SCALE: NTS DWG.#:A010862B SHEET: OF10 S PREPARED BY: /Z BUILDING DROPS,INC. M E.DANK BERM BLVD.,SM 3M 1"MAX. DANK BEACH•rL33 1"MAX. 1'MAX. 1"MAX. IN:(9sR)393.18 HFRx:(9Sa13w.a)3B H I — wEe:w .eNnem¢a w mm 3/4"AIRSPACE I J'�3/4-AIRSPACE 3/4"AIRSPACE 3/4"AIRSPACE INTERIOR EXTERIOR lY INTERIOR EXTERIOR INTERIOR I�--�-IXI EXTERIOR INTERIOR EXTERIOR F 1/8"TEMPERED GLASS k+ 1/8"TEMPERED GLASS z_m 1/8"TEMPERED GLASS 1/8"TEMPERED GLASS >m N o ?'m Zm f1 zm DOW 995 SILICONE SILICONE °� v, Vi o m d BUTYL BUTYL t7 DOW 995 SILICONE DOW 995 SILICONE LL w o! m BUTYL a DO 9 El I- W nas Aga 22 22 23 13 p Q 0 m 5 RED[-SEAL REDI-SEAL 2 F Z DOW 99S SILICONE a Z N 1 6'-8" GLAZING DETAIL �0 GLAZING DETAIL � FLUSH GLAZE DETAIL GLAZING DETAIL o u 6 201/2"MAX.D.L.O.WIDTH 6 201/2"MAX.D.L.O.WIDTH ` J 23 7/8"MAX.D.LO.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS O O �N,y 621/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT �� 78 7/8"MAX.D.L.O.HEIGHT ONLY IN 6'8"UNITS AT DP+/-65 PSF = a^ a' w� E. REMARKS BY DATE 3/4"MAX. Add Vent Lite Option GL S/5/14 z 1/2'AIRSPACE _ Add ADA&Multi-Pt GL /19/1 �m INTERIOR Add GU Hardware LS /23/16 v� EXTERIOR d 1/8"TEMPERED GLASS um N x n P no BmimNDD oPs,iN AuNrzDRSANm N RDomR OVDlm xD BUTYL N­ 3MD I ,DFoORDNwcRoP Pr,ANtERNRTC ARRI TND WEUM[MME NOT PERMirtFDAND 23%"OVERALL Nvww,*E DURaRnPiu.ox ,`11111i1f1(TY�' 19%"D.L.O. LL SILICONE 24 �� 'Ir• 17���� REDI-SEAL - o V T T 0= GLAZING DETAIL 6 FOR HALF LITE VENT UTES ��'jE`Ys3D'PO" S� IN 6'8"UNITS ONLY FBPECER,'"qfvm4i1I1J19zrz O m n �O o DATE: 02.05.14 DWG.B: CHK.BY: SSM/TJM MSS SCALE: NTS 5 DWG.a:A010862B NOTE: 6 SHEET: OF 10 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED 24 ODL VENT LITE ASSEMBLY Vh IN ALL GLAZING DETAILS SHOWN ABOVE. PREPARED BY: 2X WOOD BUCK Q BUILDING DROPS,INC. sZil N8 E.DANA BEACH BLVD..BTE 338 MIN. m � �/ WOODANCHOR D NAB MCH,FL 33W EDGE DIST. W a SEETABLE ON SHEET2 SEE TABLE SHEET 2 1-Ivsapaa 41M WEB:wMv buildingdmpsmm SILICONE w� L :::J::����w w 2X WOOD BUCK Fwo fW Z 0 0.25" a O_ w LL v v ry �/ MAX. Z Q Ci 2 h SHIM a2X WOOD BUCK WOODANCHOR MIN.EMBED. p m S SEETABLE ON SHEET2 SEETABLESHEET2 ZO N Y 02 Z HEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL. Z ga 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED O � ENDURA ZAIL4565F O 3� �V SILICONE Mr'. W`s SILICONE SILICONE F- f- REMARKS BY DATE 2X WOOD BUCK 2X WOOD BUCK Add Vent Lite Option GL 5/5/14 Add ADA&Multi-Pt GL /19/1 2X WOOD BUCK Add GU Hardware LS /23/16 INiS DOCUMEN i5 N NGD PBT NDBNALLN EN CONSENT AMFA NS.A DM0NSNT FBUADI.G,.B HEB OPERABLE SILL OPERABLE SILL 07 OPERABLE SILL "r�`!NVALI-OURCENTHI°N`°"°"`" S TO TMB WCUOUpMEANE xOTVEeMiiiE0nu0 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED Nv♦,`11lt IIAIII//j/ AFCO 1-2297 AFCO A-276/P-2000 AFCO H-497 _ x♦ ES F• /--- .0 . N R� po — a TT 71C) '�- (�EBf:AEf ifg8EA0'••��` SILICONE SILICONE SILICONE -��Tf�.y Al— `♦�♦♦ RKCER/.6d 9P�.jIQItAa 29590 2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG.B CHK.BY: 8 OPERABLE SILL OPERABLE SILL OPERABLE ADA SILL SSM Tim I MSS J OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED �7JINSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZOBL4565F ENOURA HCIS000 DWG.#:A010862 B SHEET: OF10 p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: 1X WOOD BUCK BUILDING DROPS,INC. MIN. (OPTIONAL) 398E.D BE—BLVD.STE338 EDGE DIST. � a SILICONE D..BEAEH,Fl 33G04 PH;(954)399 8478 SEE TABLE SHEET Zpw Fae:19541Ta4.m9e CONCRETE ANCHOR wEB.www.bmlGigdmps mm w SEE TABLE ON SHEET 2 O Lu o W w CONCRETE/ >m N MASONRY z¢ BY OTHERS .A•` / 1p CONCRETE/ u- Q L7 A f w % MASONRY d DD m cr BY OTHERS a lj g 3 1X WOOD BUCK " % %%% (OPTIONAL) '' I I 0.25" f % —Y�—MAX. 0 N m Y 6 SHIM 2 Z CONCRETE ANCHOR CONCRETE/MASONRY BY OTHERS 0 Z O.I SEE TABLE ON SHEET 2 MIN.EMBED. LY 1-- '�jJ',,'' SEE TABLE SHEET R W ^o Z OC WD HEAD (TYPICAL) JAMB (TYPICAL) � OPERABLE SILL z �a W �t4 8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR 8 INSWING-NO ANCHOR REQUIRED O O ENDURA ZAIL4565F Wi SILICONE SILICONE SILICONE REMARKS BY DATE Add Vent Ute Option GL 5/5/14 d d d d d d Add ADA&Multi-Pt GL /19/1 Add GU Hardware LS /23/16 CONCRETE/ CONCRETE/ CONCRETE/ emLaNG MASONRY MASONRY MASONRY LLANDSNALLN"I BE REPR00R0EEoD iN WNOI£ORPANTN BY OTHERS BY OTHERS BY OTHERS VTTWUT WRIrtEN MM[MOF eURpxG DROPS,iNL AITERAIWM.A000pN;NiGNWMTWG,OR OTNER MNGS TOTHIS0 UMEMKENOTPERMORDANO Doi[OUR RRTIFIGT . OPERABLE SILL 6� OPERABLE SILL r7-\ OPERABLE SILL `""'III F. 8 OUTSWING-NO ANCHOR REQUIRED $ INSWING-NO ANCHOR REQUIRED $ OUTSWING-NO ANCHOR REQUIRED ```'%��ES ���� AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 =�� ,• J:-O A- [� I� ERC4ffJy3RNro' ���� SILICONE � SILICONE _ SILICONE fxf�y FF FBPE.Rf.dd"y9Peyq^�19578 • CONCRETE/ CONCRETE/ CONCRETE/ /I MASONRY MASONRY MASONRY DATE: O2.OS.14 BY OTHERS BY OTHERS BY OTHERS DWG.B CHK.BY: OPERABLE SILL OPERABLE SILL OPERABLE SILL SS TJM MSS 8 OUTSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED 8 OUTSWING/INSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZOBL4565F ENDURA HCI5000 ADA DWG.is:A010862B SHEET: OF 10 :>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW ^ SECTION OF HEAD OR JAMBAS LONG AS MINIMUM (�,[ EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: BILL OFMATERIALS Q REM# DESCRIPTION PTION MATERIAL FINGER-JOINTED PINE O FRAME HEAD/JAMBS O ENDURAZAIL4565F VARIES,SEE BOM ABOVE THRESHOLD BUILDING DROPS,INC. SOLID PINE 1 FRAME HEAD/JAMBS L I 199 E.ANNNUB EA01ACH,R.330 LUMBER .339 LAMINATED VENEER N �� � / O PH:19901399•8078 F.:195417a.0738 //� ^ WFB:wvv bwidingdmps mm COMPOSITE 2 (NOT USED) - I 4.56 -- 3 (NOT USED) - J K m m N 4 ENDURA ZAIL4565F THRESHOLD - LLI z o m d 5 AFCO J-2297 THRESHOLD - O ° m,00-, x7LL:e 6 AFCO A-276/P-2000 THRESHOLD - 2¢ LL an d :a O 7 AFCO H-497 THRESHOLD 8 AFCO A-117 THRESHOLD 9 ENDURA ZOBL4565F THRESHOLD - O AFCO J-2297 6 AFCO A-276/P-2000 Z z q. 10 ENDURA HCI5000 ADATHRESHOLD _ THRESHOLD O THRESHOLD o_ Q wa URETHANE - V7 Fes- ati'' 11 WEATHERSTRIP POLYETHYLENE FOAM& m W W �J 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE Z 13 ODL LIPLITE KIT(RADIUS LITES) HP POLYPRO./PC ADS J—I I a f 5.62" -'7 4.57' .. 14 (NOT USED) - "F F= O 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL r V 16 CONC./CMU ANCHOR IS FIE ANCHOR TABLE SHEETS 2&3) STEEL REMARKS BY DATE 17 BUTT HINGE(SEE SCHEDULE SHEETS) STEEL Add Vent Lite Option GL 5/5/14 Add ADA&Multi-Pt GL /19/1 18 KW IKSET LOCK SERIES 400 STEEL - Add GU Hardware LS /23/16 19 KW IKSET DEADBOLT SERIES 780 STEEL ivoxoou o wuaxc oxo ROCKWELL MULTI-POINT TONGUE LATCH#732287686-8 UNIT uro iwiuxor BeB ¢oixvmoFE on FnBi 20 STEEL wmaurWBi."CON9F HCBo Gonors,ixc ROCKWELL MU LTI-POINT TONGUE LATCH#732287808-0UNIT O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD •ErEw0rB7.�eBinoMEWw cxBxERM'MDx Nu�uxcsror i oocurnv¢anric rOENMiTRBWD 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL 22 ODL LIPLITE KIT(NI) HP POLYPRO./PC ABS \5\11LLLtF F'11 j7/7� 23 FLUSH GLAZING LEG FIBERGLASS I `�\\ .. 24 ODL LIPLITE KIT(VENT UTES) HP POLYPROPYLENE O 25 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL 4.62' c 7&j•' 26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL 0 27 GU SECURYS-BOLT MULTI POINT STEEL E N01..77B33IA 1 r9vF RR(.00 �i`I\�itE3E 29578 ENDURA ZOBL4565F ENDURA HCI5000 ADA 9 THRESHOLD 10 THRESHOLD DATE: 02.05.14 o SSM/YTJM CH MSS I 5.00" -I SCALE: NTS Y�4.56" I o DWG.#:AO10862B SHEET: OF 10 9 PREPARED BY: /Q� BUILDING DROPS,INC. 398 E.DANU BEACH BLVD_STE.338 DANK BFA[X,FL33000 PH:(9U)399 84M 2O ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK 27 GU SECURY S-BOLT MULTI POINT FA.:(9P)—AT3. W/SILL SHOOT BOLT PLATE#2098911 "rEB:"Y,,.'^N'el^ae'°P,.m'^ O O J O ~ O m S LA 10!1 B IIIII1I'III'IIIIIIIICyIIII— a ri Z 5 LL �a w Z 1ga� �2 a O En O 02 � a Ou " o �3 ° °OHO° O® O O _0 O O0 HANDLE + ^^ p W W: O o HEIGHT ® _ O h� m oq eoc F c ° _ O°0 O Bn _ ° ° O REMARKS BY DATE ° O Ho O m HANDLE ° g HANDLE ® Add Vent Lite Option GL 5/5/14 ,. HEIGHT HEIGHT Add ADA&Multi-Pt GL /19/1 O o O .(+ Add GU Hardware LS /23/1 0 1 ° 0 ° ro 0 ° p O UN N I X PA-P R YO BUIUJINO PL INC Ia 1A=I ro'1(NBECE�000OP eUIUItNGDmR.RxL O ARERERATIOKADD= "ISH—Ir,ORMIER —S TOTHIB DOCUMENTARE NOT PER—D AND I O N.AEIDOEOURCERTIF-0N W � m �? %N OES F. op 16 �.. F z , N 0.63"R = 7 T/1T rt Zl— �i�CC ER/.1E8RfA3• 0 00 aR(98o ��1B3TB ` 'NY97TPi'� o DATE: 02.05.14 DWG.BY: CHIC.BY: SSM TJM I MSS SCALE: NTS DWG.#:A010862B SHEET: OF10 10 4