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HomeMy WebLinkAbout105 Wild Elm CtCITY OF SANFORD BUILDING & FIRE PREVENTION111 >. PERMIT APPLICATION Application No: 6 f'03 Documented Construction Value: S toU(.Q`LR Job Address:.) D J w k 1 \ l2N Historic District: Yes No Pit reel ID: 1 ' • ` b OOP c A30 Residential k] Coninlercial Type of Work: Nevi• Addition Alteration ® Repair Demo Change of Use Move Description of Work: REPLACE )o'Lk llnpf -3't G t Z- Plan Review Contact Person:MEGAN CONSTABLE Title: AGENT Phone; 352-300-3360 Fax: 352-861-7587 Email: PERMITSPLUSLLCQGMAIL.COM Property Owner Information Name,—) ' t:> C(bkxj ? Phonc: 901— 32 k — Street: ci 89--`5da 2 t' Resident of property? ; YES City, State Zip: Contractor Information Name LOWES - PETER A CAFARO Phone: Street: PO BOX 781933 Fax; City, State Lip: ORLANDO, FL 32878 Name: NIA Street: City, St, Zip: Bonding Company: NIA Address: 352- 300-3360 861- 7587 State License No.: CGC1508417 Architect/ Engineer Information Phone: Fax: E- mail: Nlortgage Lender: Add rms: WARNING TO OWNER: YOUR FAILURE l'O RE(:OHD A NOTICE OF COMiNIF:NCEsINIF,NI' MAY RESI)l.l• IN YOUR PAYING TWICE FOR IMPROVEMENI'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT INIUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT Wll'1I YOUR LENDER OR 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 prior to cite issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand flint a separate permit must be secured for electrical work. plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with The date of application and the code in effect its of that date: 51 Edition (?ola) Florida nuilding Code'. Revised June 30, 2015 Permit Application 17, k NOTICE In addition to the requirements of this permit. there may be additional restrictions applicable to this property that may be found in the public .eoords of This county. and there may be additional permits required from other governments! entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law. FS 713. The Ciy of Sanford requires payment of a plan review fee at the time of permit subminal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated coastruetioo value of the job at the time of submittal. The actual construction value will be figured bond on the current ICC Valuation Table in effect at the time the permit is hand. in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. swum erow"amo a Doe Print Owa dApaa's None Sira atre orNaurySttae or t7orda bate Owner/Agent is Personally Known to Me or Produced iD Type of ID kA-aeu' LN VcLo- 3 (t I l lP VWWe*rCt=0dAgW DOW MEGAN CONSTABLE I'm Sipasme otNo CHRMTY M GALASa_ My COMMISSION = FFG 1ffF9i P ` EXPIRES September 29. 2U1 7r CiF Ili; i 398-0153 FloridallotarySer we -Coin Contractor/Agent is Personally Known to Me or Produced ID A Type of ID BFLOW 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: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING:" ; UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: S- ZZ- K- COMMENTS: Revued: low 30.2015 t'rarnn ApphM" REQUIRED INSPECTION SEQUENCE BP# I -so3 BUILDING PERMIT Min Max Inspection Description 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 Building (Other) Address: ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final PLUMBING) Min I GAS PERMIT Max Inspection Description Gas Underground Gas Rough Gas Final REVISED: June 2014 IMPROVING HOME IMPROVEMENT P. O. Box 781993 Orlando, Florida 32878 Phone: (407) 393-9161 Facsimile: (407) 407-393-9151 Limited Power of Attorney Date: Z4 I ) I I Le To: Building Dept. From: Peter Anthony Cafaro III I hereby name and appoint, Megan Constable, Gregory Galas, Naomi Mason, Anne Romano, Donna Malvar, Joshua Galas, Alivia Terriaca, Michaela Spena, Phillip Romano, or Sabrina Sierens, a permit service for Lowes Home Centers, to be my lawful attorney in fact to act for me to register my license and apply to: 06(Cfora permit for work to be performed at: Lot: ' F 3 Blk: Sec: i I Twp: 0 Rge: Subdivision: P 1k Parcel or' Altkey: k b % 3 Address of Job: t>s WU 1 Y , fYL `' Owner of Property: and to sign and do all things necessary to this appointment. Thank you for your Sincerely, Pqt' er Anthony Cafaro III Primary State Qualifier CGC 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 and who did not take an oath. Sworn to and subscribed befo is day of _1I /mil 2016. Notary Public My Co m ssi xpires: 10/21/2016 [SEAL] aFy C11RISTY M GALAS TSl1 MY COMMISSION-tFF04969,' EXPIRES Sc;ptamber 29. 2017 107) 356-01-53 FloridallotaryService.coin STORE COPY INSTALLATION SERVICES CUSTOMER CONTRACT - MWORK - INT/EXT/PATIO DOOR LOWE'S OF SANFORD, FL, STORE # 1657 STORE PHONE: (407) 430-4060aft3780SORLANDODRSALESPERSON: IRIS JACKSON SANFORD, FL 32773.5614 SALESPERSON ID: 1187329 Document Print Date: 03/08/2016 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 any other addenda or attachments hereto, shall be referred to herein as this "Contract." PLEASE READ THIS ENTIRE DOCUMENT INCLUDING THE "TERMS AND CONDITIONS." BEFORE SIGNING. Lowe's Registration or Contractor License Number / Lowe's Contractor Name Florida Contractor License Number CGC1508417 Customer Name Home Phone S JOEL CROWE 407-321-5084 O Customer Address Other Phone 105 WILD ELM CT 407-415-8274 L City State / Province Zip / Postal Code p SANFORD FL 32773 Installation Address T 105 WILD ELM CT Installation City Installation State/Province Installation Zip/Postal Code O SANFORD FL 32773 MERCHANDISE AND INSTALLATION SUMMARY MERCHANDISE SUMMARY 3773 : L 249 8PINE : STK : PNE S4S 1 249 1-5/8-INX1/2-INXS-FT : PNE S4S L249 1-5/8-INX1/2-INX8-FT : EMPIRE COMPANY, INC. (THE) - QTY 3 98458 : 07526 : STK : RML 8-FT WHITE PVC BRICK MOULDING: RML 8-FT WHITE PVC BRICK MOULDING: EAST COAST MILLWORK DISTRIBUTI - CITY 3 238345 : 2827-8 : STK : 3/4X5.5X8 RF EMBOSD PVC TRM BOARD: 3/4X5.5X8 RF EMBOSD PVC TRM BOARD: ROYAL MOULDINGS LIMITED - QTY 3 314407 : OGL1 0408-AG: STK : 1X4X8 TREATED APPEARANCE GRADE: 1X4X8 TREATED APPEARANCE GRADE: SUNBELT FOREST PRODUCTS - QTY 3 V 444484 : 719801223722 : STK : RB 6 300 VYL PD LOW-E NO SCN : RB 6 300 VYL PD LOW-E NO SCN : ATRIUM WINDOWS - CITY 1K- Materials Price $ 440.11 Store 1657 Project No. 467424439 for JOEL CROWE Page 1 of 7 N 0 T 0 W 0 10 0 rt m oM m W H CDC d 0 o% o mW V v mLO Nm mN LnLD U3 Stock or SOS : Stock Select Location : Back Door Side Lights or Transoms: No Number of additional holes bored for accessories : None Total Linear Feet of Custom Trim to be Installed : 0 Customer Understands Scope of the Project : Yes Who Will Obtain Permit: Third Party Additional Miles Traveled over 20 : 0 Bring Up To Code Charge: Yes Describe Other Work Needed : None Lead Safe Practices : No STORE COPY INSTALLATION DESCRIPTION Door Type : Patio Select New Door: Sliding Hidden Damage Description : None Install Specialized Mortise Hardware : No Deliver Door: Yes Permit Required : Yes Permit Fee: Yes Bring Up To Code Description: pad opening Local Disposal Fee: Yes Comments : customer is responsible for any screw holes and any touchups Additional Specifications: Labor Charges $ 661 Detail Deduction -$ 35 Notation: Lowe'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 Regulations. 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 this pamphlet before work began informing Customer of the potential risk of the lead hazard exposure from renovation activity to be performed in Customer's dwelling unit. PHOTO RELEASE: Customer grants to Lowe'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 irrevocably grants to Lowe's all right, title, interest in and to the photographs for use in all markets and media, worldwide, in perpetuity. Customer authorizes Lowe's to copyright, use and publish the photographs in print and/or electronically, and agrees that Lowe's may use such photographs for any lawful purpos c ding, but not limited to, marketing, advertising, publi- city, illustration, training and Web content. By initialing here, Customer agrees to the foregoing. [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 more Goods than actually will be installed based on the measured square footage of the Project Area. As a result, the parties agree that the lump -sum Price stated in this Contract is calculated upon both the value of the estimated Goods required to fulfill the Contract (including waste), 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 Contract below, 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 ARBITRATION AGREEMENT Store 1657 Project No. 467424439 for JOEL CROWE Page 2 of 7 NO_ OW O 10 0 rF 4 to V1 X O rn 4 0 W C o m V1d O o, o mW v v mLo h] 6 M mN 01LO 3 STORE COPY This Contract provides that all claims by ustomer or owes will a resolved by BINDING ARBITRATION. Customer andLowe's GIVE UP THE RIGHT TOGO TO COURT to enforce this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Customer's rights will be determined by 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 APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED RE- VIEW BY A COURT. 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 of this Contract. TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES e applicable SUB -TOTAL 1066.61 TAX 0.00 DELIVERY 0.00 ORDER TOTAL 1066.61 BALANCE DUE fji%v) Work is to commencevu1 reasonable availablity of Contractor which is anticipated to be 0 [fill in date]. Estimated completion date is f o O &_4 [fill in date]. 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 appearing on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated by defective substructures, 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 TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. NOTICE TO OWNER: -ACCORDING TO FLORIDA'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 SUBCON- TRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN 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 YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR Store 1657 Project No. 467424439 for JOEL CROWE Page 3 of 7 N 0 T0 w 0 10 0 r3 rt Un 0 v w 0r 0 o% 10 STORE COPY PANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS Rt DAY OFUis-r(` %l Ib Lowe's Home Centers, LLC By: Print Name: ' cf- 32 80 S 0,- Address iW- 3z 73 City State / Province Zip / Postal Code Seal) Seal) 0 Print Name Co-owner or Witness ( Seal) Print Name Customer acknowledges receipt of a true copy which was completely filled in prior to Customer's execution hereof. You the customer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the attached Notice of Right to Cancel for an explanation of this right. Store 1657 Project No. 467424439 for JOEL CROWE Page 4 of 7 N 0 91, w 0 10 0 IV N O rt O F1 r*t 1A 1 I CD Crrit7 C) o` o mW V V mLD N6 01 mN 31LO 3 Parcel: 11-20-30-507-0000-0830 Property Address: 105 WILD ELM CT Owner: CROWE JOEL D Mailing: 212 CLYDESDALE CIR SANFORD, FL 32773-6894 Subdivision Name: HIDDEN LAKE PH 3 UNIT 3 Tax District: Sl-SANFORD Exemptions: DOR Use Code: 01-SINGLE FAMILY Legal Description LOT 83 HIDDEN LAKE PH 3 UNIT 3 PB27PIGS 50&51 Taxes County General Fund Schools City Sanford SJWM( Saint Johns Water Management) County Bonds Property Record Card Parcel: 11-20-30-507-0000-0830 Owner: CROWE JOEL D Property Address: 105 WILD ELM CT SANFORD, FL 32773 Value Summary 2016 Working 2015 Certified Values Values - Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 65,740 57,235 Depreciated EXFT Value Land Value (Market) 21,000 18,000 Land Value Ag Just/ Market Value 86, 740 75,235 Portability Adj Save Our Homes Adj 0 13,069 Amendment 1 Adj 0 Assessed Value 86,740 62,166 Tax Amount without SOH: $709.79 2015 Tax Bill Amount $604.29 Tax Estimator Save Our Homes Savings: $105.50 Does NOT INCLUDE Non Ad Valorem Assessments Assessment Value Exempt Values 86, 740 86, 740 86, 740 86, 740 86, 740 Taxable Value 0 $ 86,740 0 $ 86,740 0 $ 86,740 0 $ 86,740 0 $ 86,740 Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 3/1/2000 03812 1091 68,000 Yes Improved WARRANTY DEED 5/1/1992 02435 1687 59,500 Yes Improved WARRANTY DEED 8/1/1983 01482 0891 48,200 Yes Improved Find Comparable Sales within this Subdivision Land RECORD C01'Y Business 4 Professional Regulation Darrr)PnTci BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ! FBC Staff BCIS Site Map Links Search Busines } Profess t" _ Product Approval USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 11646.1 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 FL# hdated_By StU2 FL11646- Revision Atrium Companies Inc. FL#: FL11646.1 American Architectural Manufacturers Approved R6 History Model: 311/312/378 Sliding Glass Door Association Description: R-PG35*-1797x2019 (71x80)-SD (311), R-PG35- 214) 878-1642 2407x2019 (95x80)-SD (312), R-PG30-1899x2426 (75x96)-SD 312), R-PG35-1829x2083(72x82)-SD (378) Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies Approvea Dy uprn. Approvais Dy uorn snap ue review_ au. rauncu uy Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. -Pursuant to Section 455.275 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: In 1707 aChac REVIEWED FOR CODE COMPLIANCE PLANS E MINER 2.2•(4, DATE treditSAFE NF0RD BUILDING DIVISION 4,,,! I I;1;UED SHALL BE CONSTRUED TO BE A J:N;F TO PROCEED WITH THE WORK AND NOT AS Ri ,Y TO VIOLATE, CANCEL, ALTER OR SET IUE `.i.V OF THE PROVISIONS OF THE TECHNICAL NOR ;HALL ISSUANCE OF A PERMIT PREVENT I r IiIL )ING OFFICIAL FROM THEREAFTER 2i: ;U:'f<.tN• CORRECTION OF ERRORS IN PLANS. OiNS i PUCTION OR VIOLATIONS OF THIS CODE It, 6-803 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 fl/21NCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I. E., 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 SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. MSHIS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 31161NCH DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. 7. FOR INSTALLATION THROUGH STEEL STUD USE #8 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND STEEL STRUCTURE. S. MINIMUM EMBEDMENT AND 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. 11. 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 0.42. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS. (20 GUAGE) ATRIUM COMPANIES, INC. 31113121378 SLIDING GLASS DOOR NON -IMPACT) GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 & 2010 F LORIDA BUILDING CODE (FBC) AND THE 20091RC/IBC, EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 301/I.S.2/A440-OS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, STEEL STUD, 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 SPECIFIC SITE. 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. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: WHITE OR BEIGE VINYL 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300-04 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAIL. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION l A INSTALLATION & GENERAL NOTES 2 A ELEVATIONS & ANCHOR LAYOUTS 3 A ELEVATIONS & ANCHOR LAYOUTS 4 A VERTICAL SECTIONS 5 A HORIZONTAL SECTIONS & GLAZING DETAIL 6 A COMPONENTS & BILL OF MATERIALS DESI6N PRESSURE RATING SIZE DE5I6N PRESSURE VIS5ILE IMPACT RATI 94.50" X 7950" 25 0 / -25.0 PSF NOT RATED 70.75" X 95.50" 25.0 / -25.0 PSF 70.75" X 79.50" 35.0 / -35.0 PSF 72' X 82" 35.0 / -35.0 PSF ALEX SPYROU 2012.01.22 10:26:42-05'00' ATREWC D Y P A I i EI III 9001 AMBA55AUM ROW DALA5, TEXA5 75247 PH, ( 214) 637-2696 FX. (214) 424-6734 v / Z lz O Z o v vI H r LU v O W O O N W O 6.L p N V mtLTO Q•• . ) G E At SF•. L qf, No 0 TA OF FS. IpgTO G T i F 1•'i m+ NB m u < F 0 _ = N Z p V DWG #: ATR023 SHEET: 1 OF 6 94.50" MAX. DOOR WIDTH 43.50" MAX. 4 4 4 F D.L.O. WIDTH 79.50" MAX. DOOR HEIGHT 2.50" MAX. FROM CORNERS,TYP. 1 2.50" MAX. FROM CORNERS ,TYP. 72.1875" MAX. D.L.O. HEIGHT 70.75" MAX. DOOR WIDTH 31.50" MAX. D.L.O. WIDTH B C G 4 4 4 95.50" MAX. DOOR 88.25" HEIGHT 0., MAX. D F E D.L.O. 5 5 r 5 HEIGHT E1 EVIAr1Alkl Y/r ANCHOR LAYOUT DP: +/- 25 PSF 2.50" MAX. FROM 10.00" MAX. CORNERS, TYP. O.C., TYP. L 2.50" MAX. FROM CORNERS ,TYP. Y/I ANCHOR LAYOUT DP: +/- 25 PSF T10.00" MAX. O.C., TYP. 30.00" MAX. O.C., TYP. AC-1 9 l AMBA 5SADOR ROW DAUA5, TEXAS 75247 PH: (214)637-26% FX-(214)424-6734 m aat c) rn m43tlr O V)V) a .mvv))ZOm N J o Qlv IJL Sj< ID < z Y OC " mZ w2H+ NZ c a V w CD L Nac Lu n dC33 S P w a WF aDO N V) Zw O Q V H M V O W W ONQ0 w Q), ,1GENS*- T¢ onn "' F- 1') Z ' A Y LL i- a 3f =M uZ o v DWG #: ATR023 SHEET: 2 OF L 8i M D( HE: 70.75" MAX. DOOR WIDTH 32.00" MAX. D.L.O. WIDTH B C G 4 4 4M 50" 1X. OR D F 5GHT5 4 ELEVATION 72.00" MAX. DOOR WIDTH 31.50" MAX. D.L.O. WIDTH B C G 4 4 4 011 IX. OR D F 5GHT5 4 2.50" MAX. FROM 10.00" MAX. CORNERS, TYP. F O.C., TYP. L 2.50" MAX. FROM CORNERS ,TYP. 72.00" MAX. E D.L.O. 5 HEIGHT ANCHOR LAYOUT DP: r/- 35 PSF 10.00" MAX. O.C., TYP. 2.50" MAX. FROM 10.00" MAX. CORNERS. TYP. O.C., TYP. L 2.50" MAX. FROM CORNERS, TYP. f // 74.25" 01. 10.00" MAX. E D.L.O. O.C.TYP. 5 HEIGHT ANCHOR LAYOUT DP: /- 35 PSF al ATREUM OYv4n Ei ; 9WI AMBA55AD04 40 W DAUA5, TEXAS 75247 M(214)637-2696 FX(214)424-6734 va[ 0 rn N J O O Q Q LL g mNQQa OwZ DC w n m JtC w Z<Z 6 a 33 $ w a toF 40 a O GENSF.(%. "g No 0 TATE OF FSi O fl 1 G\ N Z , o 3 _= NZ 0 U DWG #: ATR023 SHEET: 3 OF 6 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS 8 PAN HEAD WOOD SCREW SHEATHING INSTALLATION ANCHOR BY OTHERS EXTERIOR FINISH BY OTHERS 1 1/2" MIN. PERIMETER CAULK EMBEDMENT BY OTHERS A 1 1/4" MAX. 1 SHIM SPACE ATREW:CYc1 Y'E' 8 TEK SCREW INSTALLATION ANCHOR EXTERIOR FINISH 9001 AMBASSADOR ROW DALLAS, TEXAS 75241 BY OTHERS THREE(3)THREADS 214)637-2696 FX.(214)424-6734 mMIN. PENETRATION PERIMETER CAULK 1 BEYOND STEEL STRUCTURE oBYOTHERS m a z a n N o ow^ 1/4" MAX. 1 SHIM SPACE 3 m. U N<2 m mal w O.A. 6 ` O.A. 5 2 V) > 10W D< Z a DOOR EXTERIOR 11 DOOR EXTERIOR 11 f m HEIGHT ^ HEIGHT 10 \ 10 Lu 3 3 8 a SEE GLAZING SEE GLAZING DETAIL DETAIL o N INTERIOR INTERIOR T < m tz VERTICAL SECTION rC-- VERTICAL SECTION Z 4 2X WOOD FRAME - HEAD 4 STEEL STUD FRAME - HEAD F' AWEE 2X WOOD FRAME 1 1/2" MIN. F..{ Z = BY OTHERS EMBEDMENT v SHEATHING H o EXTERIOR SEE GLAZING BY OTHERS #8 PAN HEAD WOOD SCREW O DETAIL EXTERIOR FINISH INSTALLATION ANCHOR u Lu vi o BY OTHERS 3/4„ MIN.o 0 PERIMETER CAULK EDGE DISTANCE m O.A. ° ^ INTERIOR BY OTHERS 1- DOOR 10 HEIGHT 3 _ z 1/4" MAX. 0 11 SEALANT OVER Q 12 SCREW 1 SHIM SPACE C E M 1/4" MAX. 3 ,` •; En t/> 84 SHIM SPACE O.A. 5 2 * DOOR EXTERIOR u _ HEIGHT9 An 22- i2P r PERIMETER SEALANT SEE GLAZING '' . " BY OTHERS 1 1/4" MIN. .l.S O Pi 1 E: EMBEDMENT DETAIL PRECAST SILL 4 INTERIOR S 11 V) W z < FV- BY OTHERS3/16" ITW TAPCON < N _ a:Z 2 1/2" MIN. EDGE INSTALLATION ANCHOR a u DISTANCE A VERTICAL SECTION rG"I VERTICAL SECTION DWG #: 4 CONCRETE - SILL 4 2X WOOD FRAME - HEAD A TR02 3 ALTERNATE FIN INSTALLATION (TYP.) SHEET: 4 OF 6 2X WOOD FRAME BY OTHERS 8 PAN HEAD WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE SHEATHING BY OTHERS EXTERIOR FINISH BY OTHER PERIMETER CAUL BY OTHER SEE 1112" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE O. NOR SEE GLAZING DETAIL EXTERIOR S K- S O.A. DOOR WIDTH p HORIZONTAL SECTION 5 2X WOOD FRAME - JAMB INTERIOR SEE GLAZING DETAIL EXTERIOR HORIZONTAL SECTION J MEETING STILE ATRIUM 1 1/4" MIN. EMBEDMENT --{ 1/4" MAX. SHIM SPACE ! 9001 AMBASSADON POW CAULK BETWEEN 1X WOOD BUCK 6 D—AS, TEXAS 75247 CONCRETE/MASONRY BY OTHERS PH. (214) 637 2696 Fx. (214) 424673 m INTERIOR I O o d °' N 2 1/2" MIN. EDGE DISTANCE o O w J g N-cZ <LL zq vv Y LLOCZ20< Z n w O<Z o a LL N I w < 3 6J _ 3/16" ITW TAPCON F' w 3 ± INSTALLATION ANCHOR of SEE GLAZING DETAIL 1X WOOD BUCK a o BY OTHERS (OPTIONAL) EXTERIOR EXTERIOR FINISH m BY OTHERS PERIMETER CAULK O.A. DOOR WIDTH BY OTHERS Z uj O Z E HORIZONTAL SECTION uj 5 CONCRETE/MASONRY - JAMB + H o L V) O w o0.8125" O.A. o cv INSULATED GLASS m w GLAZING TAPE mGEjV "•.' 0.5" GLASS I BITE No D j TAiE Of GLAZING DETAIL 1 '' S 65NOTES: 1-i w Z F1. GLASS THICKNESS AND TYPE MAY VARY PER ASTM E 1300-04 < ry 2 ILL Z REQUIREMENT GLASS CHARTS. p IQ 2. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY DWG #: GLAZING REQUIREMENTS OUTLINED IN 2007 6 2010 FBC A TRO 2 3SECTION2406. SHEET: 5 OF L BILL OF MATERIALS ITEM NO. PART NUMBER DESCRIPTION MATERIAL MANUFACTURER 1 FRAME HEAD, SILL, AND JAMB VINYL A.E.S. 2 OPERABLE PANEL RAIL & STILE VINYL A.E.S. 3 FIXED PANEL RAIL VINYL A.E.S. 4 FIXED MEETING STILE VINYL A.E.S. 5 PANEL INTERLOCK STILE VINYL A.E.S. 6 GLAZING BEAD VINYL VYTRON 7 SCREEN TRACK VINYL VYTRON 8 FIXED MEETING STILE REINFORCEMENT C.R.S. STEEL BAY FORM 9 FIXED MEETINGSTILE REINFORCEMENT ALUMINUM 6063-T6 EXTRUDERS 10 PANEL REINFORCEMENT C.R.S. STEEL BAY FORM 11 PANEL REINFORCEMENT ALUMINUM6063-T6 EXTRUDERS 12 SILLTRACK ALUMINUM6063-T6 EXTRUDERS 13 HANDLE W/ LOCKING HARDWARE STEEL SASH CONTROLS OFRAME HEAD, SILL & JAMB VINYL TYPICAL WALL THICKNESS:.07" 0.07" 1.718" 4.563" OOPERABLE PANEL RAIL & STILE O FIXED PANEL RAIL O FIXED MEETING STILE O PANEL INTERLOCK STILE VINYL VINYL VINYL VINYL TYPICAL WALL THICKNESS: 0.08" TYPICAL WALL THICKNE55: 0.08" TYPICAL WALL THICKNESS: 0.08" TYPICAL WALL THICKNESS: 0.08" 0.08" f —{ 1.319" 1 — 2.245" — 2.4" 0.08" 1 0.08" D } I } 2.841" 2.4" l l 1.8135" 1.867" 1 1.505" r 1 0.08 OGLAZING BEAD O SYLCREENTRACKOFIXEDYLcS. TMEETING STILE REINFORCEMENT OEEL FIXED M^EEoTINb STILE REINFORCEMENT TYPICAL WALL THICKNE55: 0.072" d 0.627" '. 1.21" 1.45" —}--y{ -- IM- 0.884" + 1 0.555" 0.961" 0.072" J NOTE: CAN BE USED WITH ALL PANEL SIZES NOTE: FOR USE WITH PANEL SIZES UP TO 36.25" X 79" 10 PANEL REINFORCEMENT 11 PANEL REINFORCEMENT 12 SILL TRACK C.R.S. STEEL ALUMINUM 6063-T6 ALUMINUM 6063-T6 TYPICAL WALLTHICKNE55:T__HI-CKNE55: 0.04" 1049" I 1.053" TI 1.609" 1 I1pI 1.339" 4 ON.. 1. 335" 1 0.563" NOTE: CAN BE USED WITH ALL PANEL SIZES NOTE: FOR USE WITH PANEL SIZES UP TO 36.25" X 79" 9001 AMBA55ADOR ROW DALLA5, TEXA5 75247 PH ( 214)637-2696 FX !214)424-6734 o nN N d N 1'I n yKW1 N- J ZF U1 2 < C < iy am H ZiOno Our Z a m moc a J m Q H N a HL. m LL Z Ofa k to Z lr. v —. 119 ,, a ms No 0 9 TATE OF T 22-1 WWS • IOR%..- V- 1 Z • y` IZi < H uZ kn6 of 6