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HomeMy WebLinkAbout216 Kelly CirT `'1 CITY OF SANFORDMAR6201RIBUILDING & FIRE PREVENTION PERMIT APPLICATION BY: Application No: ILL9 g Documented Construction Value: S 1 U("I,' JobAddress: 1 Vl '1 fIistoric District: Yes No Parcel ID: 'a-o ` , ob.s, • bn 2 0 Residential a Commercial Type ofWork: New Addition Alteration® Rep'Mr Demo Change of Use Movc Description ofWork: REPLACE r I lun Review Contact Person:MEGAN CONSTABLE Title: AGENT Phone: 352- 300-3360 352-861-7587 Fax: Rmail:' PERMITSPLUSLLCQGMAIL.COM Property Owner Information Name ,M L! NOt C h S Street Y. 2 Phone: Resident of property? YES City, State Zip: n-j c ' -1 2 Name LOWES - PETER A CAFARO Contra ctor' Information Street: PO BOX 781933 Phone; 352-300-3360 Fax: 861= 7587 City, State Zip: ORLANDO, FL 32878 State License No.: CGC1508417 Name: NIA Architect/Erigineer Information Street: Phone: - Fax: . City, St, Zip: E-mail: Bonding Company: NIA NlaMguge Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE'i'O RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMEKISTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST Be RECORDED ANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITHYOURLE,NbER Oil AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application' is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced priortodieissuanceofapermitandtharallworkwillbeperformedtomeetstandardsofalllagsregulatingconstructioninibis` jurisdiction. I understand that a sepnratepermit niust be secured for electrical tirork, plumbing, furoaces,'botlers, heaters, tanks, and air conditioners, etc. signs, wells, pools, I:BC 105.3 Shalt he Inscribed with the date of application and the code in etrect as or that date: 51h Edition (2014) F lorids nuilding Code Iterised- lung30, 2015 t'ennu Appti6 ion M I : Y t 11 MAR 0 q • a L4?15: In addition to the requirements of this BY: permit. there may be additional restrictions applicable to this property tluu may befoundinthepublic «cords of this county. and there may be additional permits required frommanaother governmental entities such as water gmatdistricts. state agencies, or federal agencies. Acceptance ofpetmit is verification that I will notify the owner of the property of the requirements of Florida Urn Law. FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A concopy of the eueuted contract is required The in ordertocalculate a plan review charge and will be considered the estimated cottserateliom value of the job at the time of submittal. c actual struction value will be figured based the current ICC Valuation Table in effect At the time the permit is issued, in accordance withlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit willbeappliedtoyourpermitfeeswhenthepermitisissued. OWNER'S AFFIDAVIT: I certify that all of the foregoing Information is accurate and that all work will be doneincompliancewithallapplicablelawsregulatingconstructionandzoning. U-ja i A 0( sryrauoe of oMaaMaem cote a 11 Q srpnaumorc orUaent n MEGAN CONSTABLE Rim OwoarAaart' s Nw, sipaure W Nrgary-3me or Flwda Due Owner/Agent is Personally Known to Me or Produced ID Type of ID hit L. t ` e a a CHRISTY M GALAS MY COMMISSION # FF049697 EXPIRES September 29, 2017 407) 398- 0153 Florid allotaryService corn ontractor Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[ Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: p y # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: J6.1-4 UTILITIES; WASTE WATER: ENGINEERING: FIRE: BUILDING: 3- O•l COMMENTS; R- UW; June 30. 2015 hrmit Apptraaieo MAR 0 By: IMPROVING HOME IMPROVEMENT P. O. Boa 781993 Orlando, Florida 32878 Phone: (407) 393-9161 Facsimile: (407) 407-393-9151 Limited Power of Attorney Date: 312.1 To: Building Dept. From: Peter Anthony Cafaro III I hereby name and appoint, Megan Constable, Gregory Galas, Naomi Mason, Anne Romano, DonnaMalvar, Joshua Galas, Alivia Terriaca, Michaela Spena, Phillip Romano, or Sabrina Sierens, a permitserviceforLowesHomeCenters, to be my lawful attorney in fact to act for me to register my license andapplyto: S.r\_G%(d for a permit for work to be performed at: Lot: -- Blk: A , Sec: _ T wp: at Rge: 3 6_ Subdivision: 1 1" w;rcel or Altkey: 6 ' Z O Address of Job: 1 1L pn r t Owner of Property: arn J and to sign and do all ings necessary to this appointment. Thank you for Sincerely, Anthony Cafaro III ary State Qualifier 1508417 State of Florida County of Orange The foregoing instrument was acknowledged before me by Peter Anthony Cafaro III, who is personally known to me andwhodidnottakeanoath. ore mthisSworntoandsubsa _day of a-- 00 (32h 2016. Notary Pub My Commission Expires: 10/21/2016 :'"Y's' CHRISTY M GALAS [SEAL] MY COMMISSION #FF049697 a• o," eoFF d: EXPIRES September 29, 2017 407) 398-0153 FloridallotaryService corn o 0- c-, INSTALLATION SERVICES CUSTOMER CONTRACT- MWORK - INT/EXT/PATIO DOOR LOWE'S OF SANFORD, FL, STORE # 1657 STORE PHONE: (407) 430-4060 3780 S ORLANDO DR SALESPERSON: RICHARD SAHAGUN SANFORD, FL 32773 5614 SALESPERSON ID: 2025241I Document Print Date: 03/01/2016 STORE COPY o 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- ment, including the specifically completed pages of this document, the Terms and Conditions included with this document, the applicable portion(s) of Lowe's receipt, and anyotheraddendaorattachmentshereto, shall be referred to herein as this 'Contract." Lowe's Registration or Contractor License Number / Lowe's Contractor Name Florida Contractor License Number CGC1508417 Customer Name S EMILY HARRIS O L Customer Address 216 KELLY CIR City D SANFORD Installation Address T 216 KELLY CIR O Installation City SANFORD State / Province FL Installation State/Province FL MERCHANDISE AND INSTALLATION SUMMARY MERCHANDISE SUMMARY Home Phone 603-759-9296 Other Phone Zip / Postal Code 32773 Installation Zip/Postal Code 32773 209626 : 02018 : STK : PVC LATTICE 8-FT: PVC LATTICE 8-FT: EAST COAST MILLWORK DISTRIBUTI - CITY 6 238343 : 2826-8 : STK : 3/4X3.5X8 RF EMBOSD PVC TRM BOARD: 3/4X3.5X8 RF EMBOSD PVC TRM BOARD: ROYAL MOULDINGS LIMITED - CITY 3314407 : OGL10408-AG : STK : 1X4X8 TREATED APPEARANCE GRADE: 1X4X8 TREATED APPEARANCE GRADE: SUNBELT FOREST PRODUCTS - OTY 3 338489 : 332 : STK : 6' RB DP50 VYL BBG PATIO LH NOSCR : 6' RB DP50 VYL BBG PATIO LH NOSCR : ATRIUM WINDOWS - CITY 1 Materials Price $ 972 Store 1657 Project No. 466658253 for EMILY HARRIS Page 1 of 7 o, 0 w 0 rry NN STORE COPY o INSTALLATION DESCRIPTION o J Stock or SOS : Stock Door Type: Patio w o Select Location : Back Door Select New Door :Sliding i o Side Lights or Transoms : No Number of additional holes bored for accessories None Hidden Damage Description : None N Total Linear Feet of Custom Trim to be Installed : 0 Install Specialized Mortise Hardware : No N 4i Customer Understands Scope of the Project: Yes Deliver Door: No Permit Required: Yes Who Will Obtain Permit: Third Party Permit Fee: Yes Additional Miles Traveled over 20 : 0 Bring Up To Code Description : Install bucksBringUpToCodeCharge: Yes Local Disposal Fee: Yes Describe Other Work Needed: None Lead Safe Practices : No Comments : customer is responsible for any screw holes and any touchups I Labor Charges Detail Deduction 661.5 35 0 0 Additional Specifications: rt Notation: Lowe's will not make structural modifications, paint or stain or remove/reinstall security system equipment. Customer is responsible to advise ifertyisgovernedbyHistoricDistrictRegulations. prop- om w Additional Specifications: Federal law requires Lowe's to provide you with the pamphlet Renovate Right: Important Lead Hazard Information for Familes, Child Care Providers and Schools. By signing this Contract, Customer acknowledges having received a copy of thisCustomer before o c o pamphlet work began informingofthepotentialriskoftheleadhazardexposurefromrenovationactivitytobeperformedinCustomer's dwelling unit. m PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractors the right to take photograghs of the Premises where InVstallationServiceswillbeperformedandallworkperformedatthePremisesrelatedtothisContract, and irrevocably v CD grants to Lowe's all right, title, interest inandtothephotographsforuseinallmarketsandmedia, worldwide, in perpetuity. Customer authorizes Lowe's to copyright, use and publish the photographs inprintand/or electronically, and agrees that Lowe's may use such photographs for any lawful including, but m p1purpose, city, illustration, training and Web content. By initialing here, Customer agrees to the foregoing. g, publi- not limited to, marketing,advertising, Customer to initial to the left]. NOTICE TO CUSTOMER - PRICE CALCULATIONS: In order to properly perform the installation of certain Goods, the Contract Price may include moreGoodsthanactuallywillbeinstalledbasedonthemeasuredsquarefootageoftheProjectArea. As a result, the m parties agree that the lump -sum Price stated inthisContractiscalculateduponboththevalueoftheestimatedGoodsrequiredtofulfilltheContract (including waste), which may exceed the actual squarefootageoftheProjectArea, and the labor which may be estimated based on the amount of Goods required to fulfill the D contract (including waste). By signingthisContractbelow, Customer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not be refundedoncetheInstallationServicesareperformed.. NOTICE OF ARBITRATION AGREEMENT This Contract provides that all claims by Customer or Lowe's will be resolved by BINDING ARBITRATION. Customer and Lowe's GIVE UP THE RIGHT TO GOTOCOURTtoenforcethisContractEXCEPTformattersthatmaybetakentoSMALLCLAIMSCOURT). Lowe's and Customer's rights will be determined by w Store 1657 Project No. 466658253 for EMILY HARRIS 4 Page 2 of 7 STORE COPY a NEU I HAL ARBITRATOR and NOT -a—judgege or jury. Lowe's and Customer are entitled to a FAIR HEARING. Butt ear itration procedures are SDMORELIMITEDTHANRULESAPPLICABLEINCOURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY IMPLER ND LIMITED AND VIEW BY A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS ARE- C- TION ADJUDICATION found in the Terms and Conditions of this Contract. TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES where applicable SUB -TOTAL 1599.3 TAX 0.0 DELIVERY 40.0 ORDER TOTAL 1639.3 BALANCE DUE w 4A'h nWorkistocommenceuponreasonableavailablityofContractorwhichisanticipatedtobe [fill in date]. W i htYl N. o Estimated completion date is l [fill in date]. 0rr vLn NOTICE TO CUSTOMER All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearingonthiscontractform. This assumes sound existing substructures, superstructure and points of attachments. Extra o n w c CDlaborormaterialincidenttoinstallationnecessitatedbydefectivesubstructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom- er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE o d TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNINGBELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ONTHISCONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE m v W TIME OF SIGNATURE. NOTICE TO OWNER: -ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW mV NSECTIONS713.001- 713.37, FLORIDASTATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOTPAIDINFULLHAVEARIGHTTOENFORCETHEIRCLAIMFORPAYMENTAGAINSTYOURPROPERTY. THIS CLAIM ISKNOWNASACONSTRUCTIONLIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON- TRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAYLOOKTOYOURPROPERTYFORPAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. YOU m 3IFFAILTOPAYYOURCONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THISMEANSIFALIENISFILEDYOURPROPERTYCOULDBESOLDAGAINSTYOURWILLTOPAYFORLABOR, MATERI- ALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TOPROTECTYOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOURCONTRACTORISREQUIREDTOPROVIDEYOUWITHAWRITTENRELEASEOFLIENFROMANYPERSONORCOM- PANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, Store 1657 Project No. 466658253 for EMILY HARRIS 4- v Page 3 of 7 I M P1 I l WITNESS OUR; eU F Z(S) AND SEAL(S) BELOW THIS s DAY OF. 01D i Lowe's Homes, LLC /I /I By: Seal) Prin7ame-' G4'1G Address COY State / Province ZIP / Postal Code Customer acknowledges receipt of a true copy which was comnieteiv fiiipri in nrinr fn STORE COPY Owner (Seal) arii X_ Print Name Co -Owner or Witness (Seal) Print Name at any time prior to midnight on the third business day after the date of this transaction. See the attached NoticeIof Right to Cancel for an explanationtionofthisright. Store 1657 Project No. 466658253 for EMILY HARRIS Page 4 of 7 N 0 o* 0 w 0 N N w O a rt v vi 411 ;0 O rrl m W H o cm o `v a o mW V V mN Nm Ol N Nm A3 SCPA Parcel View: 12-20-30-511-0000-0020 Pagel of 2 Dn"4d ictwrA ^non. C Property Record Card PROPERTY Parcel: 12-20-30-511-0000-0020 APPRAISER Owner: HARRIS EMILY R SCMiNOLLCOt Nry,,FLOnIDA Property Address: 216 KELLY CIR SANFORD, FL 32773 Parcel: 12-20-30-511-0000-0020 1 Property Address: 216 KELLY CIR Owner: HARRIS EMILY R Mailing: 216 KELLY CIR SANFORD, FL 32773-7344 Subdivision Name: MONROE MEADOWS Tax District: S1-SANFORD Exemptions: 00-HOMESTEAD (2010) DOR Use Code: 01-SINGLE FAMILY Value Summary F2016Working Values2015 Certil Values Valuation Method Cost/Market Cost/Mark( Number of Buildings 1 1 Depreciated Bldg Value 73,590 71,008 Depreciated EXFT Value Land Value (Market) 14,000 14,000 Land Value Ag MJust/ Market Value 87, 590 85,008 Portability Adj Save Our Homes Adj 7,805 5,778 Amendment 1 Adj Assessed Value 79,785 79,230 Tax Amount without SOH: 2015 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 2 MONROE MEADOWS PB 46 PGS 16 & 17 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 79, 785 50,000 Schools 79, 785 25,000 City Sanford 79,785 50,000 SJWM( Saint Johns Water Management) 79,785 50,000 County Bonds 79, 785 50,000 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 7/14/2009 07234 1303 97,000 No Improved CERTIFICATE OF TITLE WARRANTY DEED 5/ 1/2009 12/ 1/2005 07180 06070 0192 0557 100 208, 500 No Yes Improved Improved WARRANTY DEED 6/1/2005 05862 1705 180,000 Yes Improved http:// www.scpafl.org/ParceiDetaillnfo.aspx?PID=12203051100000020 3/3/2016 RECORD COPY MAR 0 3 2016 City of Sanford Building and Fire Prevention Product Approval Specification Form Dllvc REVIEWED FOR CODE COMPLIANCE Permit # # 6 9 8 SANFORD PLANS EXAMINER Project Location Address 216 KELLY CI OFpAR-\ DATE As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging Sliding ATRIUM SLIDING 11646.2 Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through AUTHORITY TO WORK AND NOT AS IOLATE, CANCEL, ALTER OR SET Projected ASIDE ANYOFT OF THE TEei Mullions THE BUILDIN IT PREVENT OFFICIAL FROM THEREAFTER Wind Breaker REQUIRIN03 A CC lffeTION OF ERRORS IN PLANS, Dual Action DE Other June 2014 FPanel ry / Subcategory Manufacturer Product Florida Approval # alls Descri tion includin decimalSffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofin E.P.S. Roof Panels Roof Vents Other June 2014 Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 1 7771 F rida D!'QC n njff td BCIS Home I Log In ; User Registration Hot Topic Busmes Professi I product Approval USER: Public User Regulation oernridre >,eoprpes,t nevreolstsiorrs mur;,prperrz 1 Product Approval Menu > Product or Application Search > Application Ust I SI Search Criteria Refine Search Code Version 2014 FL# 11646.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# Uoe Manutacture Validated By Status FL11646- Revision Atrium Companies Inc. FL#: FL11646.2 American Architectural Manufacturers Association ApprovedR6 History Model: 332/388 Sliding Glass Door 214) 878-1642 Description: SD-R40 72 x 96 (388), SD-R50 72 x 82 388), SD-R50 71 x 96 (332), SD-R50 95 x 80 (332) Category: Exterior Doors L I AnnmveA by r,RDD Subcategory: nn.n.,lc Sliding Exterior Door Assemblies h., nnoo ..ii w.. _....._..._ -_. _.•. _. .....- _ r ME r.... anwur uie Contact Us :: 1240 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copvnpht 2007-2013 State of Florida :: Privacy Statement •: Accessibility Statement •: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(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 tosupplyapersonaladdress, 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: nq CredltSAFE http://www.floridabuilding.org/pr/pr_app_lst.aspx 3/2/2016 INSTALLATION NOTES. 1 ONE (1) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE, WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMS) MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5 THROUGH FIN' FOR INSTALLATION INTO WOOD FRAMING USE N8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 6. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 7. THROUGH FRAME:FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116INCH DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. B MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 9 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING 10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. Il INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 12 INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF 042. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 21. PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. ATRIUM COMPANIES, INC. 3321388 SLIDING GLASS DOOR NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 & 2010 FLORIDA BUILDING CODE (FBC) & THE 2009 IBC/IRC, EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. AAMA/WDMA/CSA 101/1 S 2/A440-05 2 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFICSITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM LS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6 DOOR FRAME MATERIAL: VINYL/PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300-04 GLASS CHARTS. SEE SHEET FOR GLAZING DETAIL. B. DESIGNATIONS "X' AND "0' STAND FOR THE FOLLOWING: X. OPERABLE PANEL 0: FIXED PANEL 9 APPROVED CONFIGURATION: 2 TRACK OX, XO TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION L A INSTALLATION & GENERAL NOTES 2 A ELEVATIONS & ANCHOR LAYOUTS 3 A ELEVATIONS & ANCHOR LAYOUTS 4 A ELEVATIONS & ANCHOR LAYOUTS 5 A VERTICAL SECTIONS & GLAZING DETAIL 6 A HORIZONTAL SECTIONS 7 A BILL OF MATERIALS & COMPONENTS DESIGN PRESSURE RATING SIZE DESIGN PRESSURE ISSILE IMPACT RATI 72' X 96" • 40 0 / -40 0 PSF NON -IMPACT 71'X96' 50.0/-500 PSF 72'XB2'• 500/-500PSF 96' X 80' 50 0 / -50 0 PSF ALEX SPYROU 2012.02.2810:33:34 05,00" * A1"" GOYPIES 9001 AMIAS5AD0R 4OW DA S. TEXAS 75247 IH ( 214) 637-26% FX (214) 42"734 m m O ut m 0" a + m V)V)n 3 N VV) r Z 0 Lu m m' K< CL<CLn Lu a Z Z Z Y °C Ey h93 Z a oL h LU j L WvN v) Z O z Z Hx v / V H11, H o Lu W O a 9 N U- y S spy..,I P • G E NS,T j No * 0 TATE OF Y IFS 0R1 G`` ACE o`• o ° 7SD < m Z _ V) D O 5 U W Z ATR025 SHEET: 1 OF 7 96.00" 92.50" 88.00' MAX. MAX. MAX. E DOOR PANEL O.L.O 5 HEIGHT HEIGHT HEIGHT 96.00" 92.50" 88 00" MAX. MAX. MAX DOOR PANEL D.L.O. HEIGHT HEIGHT HEIGHT f72 00' MAX DOOR WIDTH 3l.501 MAX. 36.00. MAX. D.LO AN L WIDTH vv Bon ELEVATION EXTERIOR VIEW - FIN INSTALLATION 72.00' MAX DOOR WIDTH — 31.50" MAX. 36 00' MAX. D.L.O PANEL WIDTH l X. ELEVATION EXTERIOR VIEW - FINLESS INSTALLATION ry 8.00" MAX. 4.00" MAX. FROM O C. TYP CORNERS, TYP. 0. X. ANCHOR LAYOUT FIN INSTALLATION 20 00" MAX . ANCHOR LAYOUT FINLESS INSTALLATION 4.00" MAX. FROM CORNERS, TYP 8 00" MAX. 0 C. TYP INSTALLATION ANCHOR, TYP 4 00" MAX. FROM ORNERS, TYP. 6 00" MAX. FROM CORNERS, TYP AAX YP CNSTALLATION 1NCHOR,TYP A o,. T= UM 90OI AMLA55ADOR ROW UALLA5. TEXA5 75247 PH (214) 637-26% FX (214) 424-67M aD DO F o m M y V) N n0 N V3pt Oui "N1 h C) LJ LL Zw 7 ZZt N Q w< > Q maCO -CL p N Ix s Luat o N o`` S SPj `I,, iX qp i 6GEtiSF•. G 4 No 0 r TATE OF b SE SOON At E• i N Z J m U- J~ 00 3ti = Nz a DWG #: ATR025 SHEET: OF 7 80.000" 78.00" 72 00' eMAX. MAX. MAX. 5 DOOR PANEL D L.O. HEIGHT HEIGHT HEIGHT 80.000' 78 00" 72.00' 5 MAX. MAX. MAX. DOOR PANEL D.L.O. HEIGHT HEIGHT HEIGHT 96 000" MAX. DOOR WIDTH 44.00' MAX. 45 000" MAX. D.L.O. JF PANEL WIDTH Baw 4 ELEVATION EXTERIOR VIEW - FIN INSTALLATION 96 000" MAX. DOOR WIDTH 44.00' MAX. 45 000" MAX. D.L.O.J F PANEL WIDTHH 4 ELEVATION EXTERIOR VIEW - FINLESS INSTALLATION ry r 8.00' MAX. 4.00' MAX. FROM C. TYP.I r I CORNERS, TYP. 0. X. T ANCHOR LAYOUT FIN INSTALLATION 4.00' MAX. FROM CORNERS, TYP 1 8 00" MAX. 0 L TYP. INSTALLATION ANCHOR, TYP 17 00" MAX 6 00" MAX FROM 0 C TYP, CORNERS, TYP. fo 0. X. ANCHOR LAYOUT FINLESS INSTALLATION 6.00" MAX. FROM fT CORNERS, TYP J_ 7.00" MAX O.L. TYP. INSTALLATION ANCHOR, TYP Ah ATRIUM t D Y.A M I E S I N G 9001 AM$A55AD ROW DALLAS. TEXAS 75247 1H (214) 637-26% FX (214) 42"734 a v S 00 r 0, ti m0Z> d m m<O Kim $ f1J tX a < LL HU O Y LL uLn'Q w 2 T O c at 5 ° D h W j Z X 2e On U Wa 3 s i () I ci n 0 N Z LL kbO Z O = o H V LU w o u LL F ' 6 m m Z V) Y LL < H 00 v QZ 0 DWG #: ATR025 SHEET: 3 OF 7 72 00' MAX. DOOR WIDTH 3125" MAX. 36 00' MAX PANEL WIDTH B 4 82.00' 78.50" 73.50" MAX. MAX. MAX E DOOR PANEL D.L O. 5 HEIGHT HEIGHT HEIGHT 82.00" 78.50" 73 50' MAX. MAX. MAX DOOR PANEL D.L 0 HEIGHT HEIGHT HEIGHT v B a. 4 ELEVATION EXTERIOR VIEW - FIN INSTALLATION 72 00' MAX DOOR WIDTH — 3125" MAX. 36.00' MAX. D L 0. PANEL WIDTH c 4 0. X. H L 5 w4A ELEVATION EXTERIOR VIEW - FINLESS INSTALLATION 80 C. TYR I CORNERS, TYP. M X. T ANCHOR LAYOUT FIN INSTALLATION 20 00' MAX -- O.0 TYP. ANCHOR LAYOUT FINLESS INSTALLATION 4.00" MAX. FROM CORNERS, TYP. 8.00" MAX. O.0 TYP. INSTALLATION ANCHOR, TYP 6 00' MAX FROM CORNERS, TYP 1 6.00" MAX FROM CORNERS, TYR. 1 50" MAX. 0 C. TYR. INSTALLATION ANCHOR, TYP ATRIUM C OY.I, YI ES IMC 9001 AMBA5SAbM ROW DALLAS, TEXAS 75247 IH (214)63746% FX (214)4244734 m ofO Nh V) V' aON aO> cS Lu ZJyy N W Z Z5[ OC Z- c noT" no-1CAc S pi I- N0 N y GE1vSF 0 4 No 88h Df%" .0 0FtIv'' G J` ON w i m Z "c n ti u N 2Z 0 ITR025 T: ^— 1112" MIN. EMBEDMENT 2 I/2" MIN. EDGE AhDISTANCE r Ai i n t 2X WOOD FRAME IN WOOD SCREW 3/16" ITW TAPCON 1 IUMlBYOTHERSINSTALLATIONANCHOR INSTALLATION ANCHOR C0 Y. A Y I E3 INC SHEATHING IX WOOD BUCK BY OTHERS (OPTIONAL) BY OTHERS ' 1 ROWEXTERIORFINISH9001AMB55AD0 EXTERIOR FINISH DAUAS. TEXA575247 BY OTHERS BY OTHERS ' • PH (214)637-2696 FX (214)42"734 3/4" MIN. EDGE . DISTANCE 1 1/4" MIN. OD PERIMETER CAULK • EMBEDMENT a aPERIMETERCAULK BY OTHERS BY OTHERS m °o z 10 ma OF v)1nw f 1/4` MAX SHIM 10 . - --}r N < ix S 1 I/4" MAX. SHIM J y D o N Y LLIA •,. ut Z YaOA. DOOR EXTERIOR Q 5 EXTERIOR QHEIGHT _ 4 12 INTERIOR O.A. DOOR 4 — 5 Iix m a. T-1 vWtlmJ 12 INTERIOR n o j H z $ 6 / ) 17 HEIGHT 6 / \ a m , Z SEE GLAZING 17 w d d 3 ± DETAIL \ / 19 SEE GLAZING \ 22 Lu 14 DETAIL a 15 14 13 15 13 < =° N UVERTICAL SECTION C VERTICAL SECTION m 2X WOOD FRAME - HEAD CONCRETE/MASONRY - HEADFININSTALLATION FINLESS INSTALLATION WITH WOOD SUCK z w OR DIRECTLY TO CONCRETE/MASONRY O Z rl 0.75" O.A. INSULATED GLASS (f 15 a 13 SEE GLAZING p DETAIL — > Q u 15 14 i \ 0.50" GLASS W o 0 EXTERIOR 16 EXTERIOR / \ BITE INTERIOR V17 INTERIOR 17 4 19O.A. DOOR 19 HEIGHT IA / 20 o \ 11 O / 20 Z. < 12 PERIMETER CAULK 3 14 P y1S ...... i+ BY OTHERS GElYSF OGQ 6 No 0 i 11/4"MIN. GLAZING DETAIL t 4 A EMBEDMENT NOTES: TA7E OF < 3/16" ITW TAPCON 1. GLASS THICKNESS AND TYPE MAY VARY PER ASTM E 0.o'• T 28-iINSTALLATIONANCHOR 1300-04 REQUIREMENT GLASS CHARTS. tc'' O H % CONCRETE/MASONRY 2• ALL GLAZING CONFIGURATIONS SHALL COMPLY p++sS/ON AL`:', 2 1/2" MIN WITH SAFETY GLAZING REQUIREMENTS OUTLINED ., T8EDGEDISTANCEBYOTHERS IN 2007 6 2010 FBC SECTION 2406 < N co J 03 z -NC F e D ti v= j ZVERTICALSECTIONo 4 CONCRETE/MASONRY-SILL DWG#: FINLESS INSTALLATION A TR02 5 SHEET: OF 2X WOOD FRAME 3/4' MIN EDGE BY OTHERS DISTANCE 8 WOOD SCREW 1/4' MAX. SHIM INSTALLATIONANCHOR INTERIOR 1 1/2" MIN SEE GLAZING EMBEDMENT-1 TDETAIL SHEATHING EXTERIOR BY OTHERS EXTERIOR FINISH 1 15 13 BY OTHERS PERIMETER CAULK BY OTHERS 0 A DOOR WIDTH OHORIZONTAL SECTION S 2XWOODFRAME -JAMS FIN INSTALLATION 2X WOOD FRAME 1 1/2' MIN. BY OTHERS EMBEDMENT 10 WOOD SCREW 1/4' MAX. SHIM INSTALLATION ANCHOR INTERIOR 3/ 4" MIN I \ X I II /DSEE ETAIILA EDGEDISTANCE / V ! L L,l a' EXTERIOR SHEATHING BY OTHERS EXTERIOR FINISH IA 15 13 BY OTHERS PERIMETER CAULK O.A. DOOR WIDTH BYOTHERSp HORIZONTAL SECTION 5 2X WOOD FRAME -JAMB FINLESS INSTALLATION HORIZONTAL SECTION S INTERLOCK STEEL REBAR HORIZONTAL SECTION S INTERLOCK ALUMINUM REBAR 1 1/4" MIN. EMBEDMENT 1/ 4" MAX SHIM — ® — _ CAULK BETWEEN IX WOOD BUCK 6 '711"pll Jtjt®j rAl CONCRETE/MASONRY BY OTHERS c D u e u i c fl i w c 3/ 16" ITW TAPCON INSTALLATION ANCHOR 13 12 17 INTERIOR 9001 AM& 55ADON NOW DALLA5, TEXAS 75247 PH ( 214) i37-269i FX (214) 424-673 Of OZ m 0 FrOa a yiQ d N N ^ 2 1/2" MIN. m O W ` EDGE DISTANCE w Z ZO n y LL Z < Z W HC) m c W "^• EXTERIOR W m -c Z 1X WOOD BUCK Lu a a 3 BY OTHERS (OPTIONAL) aLL'L15 14 21 8 IA EXTERIOR FINISH BY OTHERS PERIMETER CAULK O. A DOOR WIDTH p BY OTHERS HORIZONTAL SECTION m J 5 CONCRETE/MASONRY-JAMB FINLESS INSTALLATION WITH WOOD BUCK Z W OR DIRECTLY TO CONCRETE/MASONRY O tb Zo 14 u W H H V O Lu w o V mtLspj No 0 V. q A I TATE OF r• , c-28-1 p 113 Z N Y ! L H D O V N Z 0DWG #: ATR025 SHEET. 6 OF 7 BILL OF MATERIALS ITEM DESCRIPTION PART NO MATERIAL MANUFACTURER 1 HEAD/SILL/JAMB FRAME (FIN) 3105200267 VINYL ATRIUM COMPANIES, INC 1A HEAD/SILL/JAMB FRAME (FINLESS) 3105200267 VINYL ATRIUM COMPANIES, INC 2 FIXED MEETING RAIL 3105205243 VINYL ATRIUM COMPANIES, INC 3 ROLLER TRACK 3404116951 6063-T5 ATRIUM COMPANIES, INC SCREEN TRACK 3105205321 VINYL ATRIUM COMPANIES, INC 5 SASH STOP 3105202685 VINYL ATRIUM COMPANIES, INC 6 SNAP IN HEAD/SILLCOVER 3105202688 VINYL ATRIUM COMPANIES, INC 7 FIXED STILE REBAR 3041176438 STEEL ATRIUM COMPANIES, INC B KEEPER 8 KEEPER SHIM 3012122494 VINYL ATRIUM COMPANIES, INC 9 BUMPER 3015010204 VINYL ATRIUM COMPANIES, INC 10 WEEP HOLE COVER 101520OF8A VINYL ATRIUM COMPANIES, INC. 11 WEEP HOLE COVER A 1015200148E VINYL ATRIUM COMPANIES, INC. 12 WOOL PILE (250 x 270 SB) 3060DO2503 SCHLE6EL/AMESBURY 13 INSULATED GLASS PANEL WA GLASS 14 6LAZIN6 BLOCK (1/8" x 7/8" x 2) 6100080064 ATRIUM COMPANIES, INC. 0 GLAZING BEAD 3105205320 VINYL ATRIUM COMPANIES, INC 16 SNAP -IN HEAD/SILL 3105205242 VINYL ATRIUM COMPANIES, INC. 17 LOCK STILE 3105205240 VINYL ATRIUM COMPANIES, INC 18 INTERLOCK STILE 3105205241 VINYL ATRIUM COMPANIES, INC. 19 ImoviNr, STILE REBAR 30401I7281 STEEL ATRIUM COMPANIES, INC 20 STEEL ROLLER 3020007900 STEEL ATRIUM COMPANIES, INC 21 LOCK 3012002468 STEEL ATRIUM COMPANIES, INC. 22 TOP/BOTTOM RAIL REBAR 6063-T6 ATRIUM COMPANIES, INC 23 FIXED STILE REBAR 6063-T6 ATRIUM COMPANIES, INC 24 MOVING STILE REBAR 6063-T6 ATRIUM COMPANIES, INC OSCREEN TRACK VINYL TYPICAL WALL THICKNE55:.050" 0. 648" 0. 05" 0. 555" - OHEAD/ SILL/JAMB FRAME (FIN) lA HEAD/SILL/JAMB FRAME (FINLESS) VINYLVINYLTYPICAL WALL THICKNE55:.090" TYPICAL WALL THICKNE55:.090" 5, 633" 5.633" 3. 671" " 71_ 0.09.1 T 0091, OFIXED MEETING RAIL VINYL TYPICAL WALL THICKNESS:.080" 2. 274" 0. 08" 1835" o OROLLER TRACK ALUMINUM 6063-T5 TYPICAL WALL THICKNE55:.080" 1. 637" 0. 834" 0. 08" OSNAP - IN HEAD/SILL COVER O FIXED STILE REBAR VINYL STEEL TYPICAL WALL THICKNESS: 080" TYPICAL WALL THICKNESS:.078" 1. 07{ 168T' 3" 6 0. 08" 15 GvLAZLING BEAD 9SNAP-IN HEAD/SILL 17 LOCK STILE VINYL VINYL TYPICALWALLTHICKNESS:.063" TYPICAL WALL THICKNE55: 0801, TYPICAL WALL THICKNESS: 080" 10. 593" 1.505" i 1.505" 0. 88T' 0.063" 2. 841" 0 08" 0. 08" 2.4" 22 TOP/BOTTOM RAIL BEBAR 23 FIXED STILE REBAR 24 MOVING STILE REBAR ALUMINUM6063-T6 ALUMINUM 6063-T6 O ALUMINUM 6063-T6 TYPICALWALLTHICKNESS: 062" TYPICAL WALL THICKNESS: 13" TYPICAL WALL THICKNE55:.16" I 1.049" 1.45" L 1. 295' 1. 563" 1. 339" 0.062" 0.961" 0. 13" 0.16" OSVI L STOP TYPICAL WALL THICKNE55: 050" 1638" 1. 088" 0. 05" L 1.205" 0 078" 0. 94" T L 18 INTERLOCK STILE 8MOVING STILE REBAR VINYL STEEL TYPICAL WALL THICKNESS: 080" TYPICAL WALL THICKNESS: r 2 399" 1. 335" 1. 866" 0 OB" 1. 305" 0.052" Ah A o. TREW9001 AMIAS5ADOR ROW DALLAS, TEXAS 75247 214) 637-26% Fx f214142 10 cc MQ. co o m m' n aV)N .$o FW4 ID i0 YGC Lu CN3 114 n V) m m m yoff w i° o 1" 1 0"'M- LLJCL m J LU 0- N L ui Q Z H O v H o O L/ U/ V) o LL 9 N V LL V. GEM1gF G"1f. No 0 TATE OF sS oNAIEo, R > ca1 mP N _Z v OW& #: ATR025 SHEET: 7 OF 7 1BUILDINO)PERMIT Min Max REVISED: June 2014 R EQ><JIDE81E1(D INSPECTION SEQUENCE B>P# # 16 - 6.9 U- llns ection 1(Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Buildinu (()thPr) Address: C-,1(o YX.l 4 e.(2 E CTRICAL-PERMIT r S-. Min 17TaxInspection 1(Descriotion _ Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final ' IMECHANICALIR6RMIT Min Max Inspection_Description— Mechanical Rough Mechanical Final Min I max Gas Under Gas Final