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HomeMy WebLinkAbout210 Springview Dr (2)1ll,t`D 2011 .. �;., • Application No. Job Address: t/' a0oy CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ 1551. Historic District: Yes ❑ No ❑ Parcel ID: 1 (7 - L -D • -c'_'-D1P ' J_2C;M -0 4' 1 O Zoning: Description of Work: BW 1= ( p T%_bpr s n-2, SOY S r 1, Plan Review Contact Person -Tt',C '► 05 I-1 US LLL.,- Title: Phone-, D5 Z 57 2 . 154 Fax: -'552 -RP I - rl 569 E-mail:L•ODrn Property Owner Information Name6►r) I r WI n -� Phone:��� �'22 -`I rl I el Street: Zl bSD rV P_w d Resident of property? : Si QS City, State Zip - 30r 4:61d' gu 5 zrl ri 3 Contractor Information Name Loves - 1' -ter Costo, -r D Phone: -2,215. 2 ' Jl�� Street: 4-Q -Y1X 1181 qq 3 Fax: 352--N.01-9.5199 City, State Zip: O f l a odo, EL �J'ZS °l a State License No.: CCS C ia�� I ri Architect/Engineer Information Name: k Phone: Street: Fax: City, St, Zip: Bonding Company: N ! A Address: Building Permit V Square Footage: No. of Dwelling Units: Electrical ❑ New Service — No. of AMPS: E-mail: Mortgage Lender: - 1 A Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Mechanical 0 (Duct layout required for new systems) Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: 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 the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 records of this county, and there may be additional permits required from other governmental 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 City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. „ i ZI Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: a • 7 L8'11 UTILITIES: ENGINEER 7. 2,P �/ FIRE: Print Contractor/Agent'l Name . 7.2s -t I Signature of Notary -State of Florida Date o,►�' °eet4 ANNE S. ROMANO + ' * MV COMMISSION I EE 029992 ' EXPIRES: October 21, 2014 BandedTluu Budget NOM Sahca Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: COMMENTS: Rev 11.08 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs DaIc: –+ � k 1 i 1 hereby name and appoint: '\ "i �jaa Naomi ���(,>SI;�n; 67r_ec; Gxxlas t 4� 1 0\-0 t&" .n�e an agent of: I Lya—`.� �ccme, Cen*,ers (� hmc of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): K All permits and applications submitted by this contractor. O The spccitic permit and application for work located at: (Slrecl Address) Expiration Date for This Limited Power of Attomey:�� 12 License Holder Name: E , - &PRreg State License Number: C"cl 5 C2>L�k-q Signature of License Holder: STATE'017 FLORIDA COUNTY OF "', IQ:-, The foregoing instrumentw s acknowledged before me thi� day of' �� 201491 by F�2r Cllt'O _ who is a�-rersona lv known to me or o who has produced as identification and who did (did not) a an oat . ?o,''`:."°q�, ANNE S. ROMANO AW* MY COMMISSION Ii EE 09992 Signature EXPIRES: October 21, 2014 Bonded t)w Bodo Notary Services (Notary Scal) ntev. 3n27/07) _An Baan Print or type name Notary Public - State of r L - Commission No. EEja&��94 Z My Commission Expires: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/web/re_web.seminole_county_title?parcel=10203050600000670&c... 7/25/2011 DAVID JOHNSON, CFA, ASA PROPERTY F �' a APPRAISER SEMINOLE COUNTY FL 1101 E. F1R%T sT SANFoRo. FL 32771.1468 407.665-7506 ��• 1 VALUE SUMMARY GENERAL VALUES 2011 Working 2010 Certified Value Method Cost/Market Cost/Market Parcel Id: 10-20-30.506-0000.0670 Number of Buildings 1 1 Owner: IRWIN JOHN W 8 Depreciated Bldg Value $77,757 $85,446 Own/Addr: CHRIST GREG A Depreciated EXFT Value $0 $0 Mailing Address: 210 SPRINGVIEW DR Land Value (Market) $15,000 $18,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag $0 $0 Property Address: 210 SPRINGVIEW DR SANFORD 32773 Subdivision Name: GROVEVIEW VILLAGE 2ND ADD REPLAT Just/Market Value $92,757 $103,446 Tax District: S1-SANFORD Portablity Adj $0 $0 Exemptions: 00 -HOMESTEAD (2008) Save Our Homes Adj $0 30 Dor: 01 -SINGLE FAMILY Amendment 1 Adj $0 $0 Assessed Value (SOH) $92,757 $103,446 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $92,757 $50,000 $42,757 (Amendment 1 adjustment is not applicable to school assessment) Schools $92,757 $25,000 $67,757 City Sanford $92,757 $50,000 $42,757 SJWM(Salnt Johns Water Management) $92,757 $50,000 $42,757 County Bonds $92,757 $50,000 $42,757 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/Imp Qualified 2010 VALUE SUMMARY WARRANTY DEED 12/2007 06897 0281 $179,900 Improved Yes WARRANTY DEED 07/2000 03900 1686 $98,600 Improved Yes WARRANTY DEED 08/1991 02402 0290 $76,500 Improved Yes WARRANTY DEED 03/1986 01721 0071 $76,400 Improved Yes 2010 Tax BIII Amount: $1,269 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision Sales within this Subdivision LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value LEGAL DESCRIPTION PLATS: Pick... 1': LOT 0 0 1.000 15,000.00 $15,000 LEG LOT 67 GROVEVIEW VILLAGE 2ND ADD REPLAT PB 26 PGS 788 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est Cost New Building 1 SINGLE FAMILY 1986 6 1,494 2,262 1,494 CONC BLOCK $77,757 Sketch $86,397 Appendage / Sgft SCREEN PORCH FINISHED/ 216 Appendage / Sgft GARAGE FINISHED / 480 Appendage / Sgft OPEN PORCH FINISHED/ 72 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base. Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. -11 you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.seminole_county_title?parcel=10203050600000670&c... 7/25/2011 A`vKU" CERTIFICATE OF LIABILITY INSURANCE DATE,MINp°"""' CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. o3nenol, THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ics) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such ondorsement(s). PRODUCER MARSH CONTACT NAME PHONEFAX No): AfC No, Ext). 100 N. TRYON STREET, SUITE 3200 CHARLOTTE, NC 28202 E-MAIL PRODUCE: FAX 1704) 374.85M vaooucER EACH OCCURRENCE OAMn TO RENTED PREMISES (Ea oaunonult -cusroMER iDt 47095 •CASUA•ONLY•11.12 Ucerts FL LHC INSURERLS) AFFORDING COVERAGE HAILS INSURED INSURER A : Sell Insured $ Love's Companies. Inc, 19445 INSURER 0: National Union Fire Ins Co Pittsburgh PA and Subsidiaries PO Box 1000 123841 INSURER C : Now Hampshire Insurance Company Mooresvite, NC 28115 _ INSURER 0o6nois National ba Co 123817 INSURER E: Illinois Union Insurance CO 27960 INSURER F: Steadasl Insurance Company 12M COVERAGES CERTIFICATE NUMBER: ATL-M196MI-27 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCEim POLICY NUMDER POLICY EFF MMIDDIYYYY) POLICY EXP (MMIDD LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY — CLAMS—MADE 1:1 OCCUR Sell -Insured 0410112011 0410112012 EACH OCCURRENCE OAMn TO RENTED PREMISES (Ea oaunonult F:$:i—_ MED EXP (Any one poison) S PERSONAL d ADV INJURY $ _ GENERAL AGGREGATE S _ GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS • COMPiOP AGG S POLICY PRO- LOC S B C B AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED AUTOS CA43MD9(AOS) clu3o911o(I>a) CA4309411(VA) 0410112011 0410112011 0410112011 0410112012 0410112012 04101012 COMBINED SINGLE LIMIT I naWdont) $ S,000.00D BODILY INJURY (Por person) S BODILY INJURY (PCI accident) S - SCHEDULED AUTOS MIRED AUTOS '- PROPERTY DAMAGE (Por accident) S S NON -OWNED AUTOS 15 F X UMBRELLA LIAR EXCESS X OCCUR CLAIMS -MADE IPR379230100 010112011 aro1n01e EACH OCCURRENCE $ 5.000.000 AGGREGATE S 5000000 _ DEDUCTIBLE S $ RETENTION S C C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOWPARTNERIEXECUTIVE YIN OFFICElory in ER EXClt1DEDT Q (MYandatory in NH) NIA XWC48W577 (AOS) WC%1967335 (MN) 0410112011 010112011 0410,2012 aro11201z X WC STATU• DTH- ,IO%TY.LIMITS — ER_ EA. EACH ACCIDENT S 2•�•� E.L. DISEASE • EA EMPLOYE S 2.00DA00 D be under DESCR PTION OF OPERATIONS bnlow es WCA6196T334 (WI) 0410112011 wro112o12 E.L. DISEASE • POLICY LIMIT S 2•�•� B Excess VIC XWC4880N7 (AOS) 04101/2011 0410112012 WC:SIaVEL:$3mi1: xs S2m11 SIR B Excess WC XWC4880578(FL) 04101/101t ,12010112 1WC:Stat1EL:$3miI;xs S2m11 SIR DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Romans Schedule. it more spate Is roaulred) Lowes Homo Conten, Inc. is a named Insured under Oce captioned Policies. Florida Contradoes Umnse No. CGC15M17. Peter Anthony Calam III, Certified General Contractor. Florida Contractors License No. CCC 1326824, Peter Ang"y Cafaro Ill, Certified Roofing Contractor. (Please see Pago 2 for additional'nlembon.) CERTIFICATE HOLDER CANCELLATION ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sanford, Florida PO Box 1778 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Sanford, FL 32772.1778 AUTHORIZED REPRESENTATIVE of Manh USA Inc. Diana Benlley QA;.— ""'J'* ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD (n LU J a 0 0 LU J J Q H 2 ti In a 0 s 0 M s ti 0 s I STORE COPY 'TAX $ 0.0 DELIVERY $ 79.0 ORDER TOTAL $1551.3 BALANCE DUE Work is to commence upon reasonable availpblity of Contractor which is anticipated to be ��i m I [fill in date]. Estimated completion date is +b be, GA L114 [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 contractform. 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. WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS ;Z o - DAY OF O- ab l t . Lowe's a Centers, Inc. By: (Seal) Print Name: Jo1n t`1 (P (�)1y2i r OL 6/ a L) (Seal) Address t Own S AKQ) jikw*L 3a?17 3 City W Stater' Province Zip! Postal Code Print Name U(Seal) 1 Co -Owner or Witness LL O��■ Print Name c tttg Store 1657 Projec. No. 331604622 for JOHN IRWIN Page 3 of 7 tT �O 0 If 0 M If D"r Detail Specifications dft . . .ti'tDfe:_ Date: Z124111— Cuam Custarr Phone 0AV7- 322- Y719 lnd die r. IbAek',(Af Custmn er inmost be hone W Instaliallan Customs► to apply finish (paint / staln) Please provider drawing 1Rroe onsi>De using swingy into on right pole Illltartor t]Rsrior �Aaw ' isrny left Hand RIQht Hand Inswing Outswing Parvo 8wtng A-Aethao FNoaQbe 811dom k-Aebm, p-fta� advior - Note finish of home: �� k ` � Door unnsio measure — on& ouur vo, rNvawrvrrrvrr•o W notlan UPGnjna unn size Storm Entry Sidelight Transom Patio - Swing Patio - Slide► Interior Prehung or She Location Comment Widlb Height Width Freight Jamb Depth 2 I 3 4 5 +� s 7� 1 Store 1657 Project No. 331505547 for JOHN IRON lube Q E cG,i I K;K ti Page .4 of 4 vii ti co co N LO M Florida Building CodePOn�e,,, A IT ,µ / / _ �,v 8' OFFICE Page l of 3 MLOJr -unity Affairs man SCIS Home I Log In I User Registration 1 Mot Topics Submit Surcharge : Stats & Facts Publications I FBC Stag ; SCIS Site Map .1 Unks I Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Us[ > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL11646-R3 Revision 2007 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. ■ Atrium Companies Inc. 9001 Ambassador Row Dallas, TX 75247 (214)583-1828 Jason.seals@atrium.com Jason Seals jason.seals@atrium.com Jason Seals 9001 Ambassador Row Dallas, TX 75247 (214)637-2696 Jason.seals@atrium.com Jim Puckett 9001 Ambassador Row Dallas, TX 75247 (214)637-2696 Jim. puckett@atrlum.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S. 2/A440 ASTM E1886 ASTM E1996 Year 2005 2005 2005 http://www.floridabui lding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsQFc5K%2fFr... 7/25/2011 Florida Building Code Online y Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 11/19/2010 01/26/2011 01/28/2011 Page 2 of 3 Summary of Products FL it JlRodel, Number or Name Description 11646.1 311/312/378 Sliding Glass Door SGD-R25 94 x 80, SGD-1125 71 x 96, SGD-1135 72 x 82 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11646 R3 C CAC ADW -08 311 312 SD 25 95x80 AAMA APC 4621.01-801-47. df Approved for use outside HVHZ: Yes Impact Resistant: No FL11646 R3 C CAC ADW -08 311 312 SD R25 71x96 AAMA APC 94621.01-801-47.pdf Design Pressure: N/A Other: DP25 94" x 80", DP25 71" x 96" DP35 72" x 82" FL11646 R3 C CAC ADW -08 311 312 SD R35 71x80 AAMA APC 462 .0 - 01-47. df FL11646 R3 C CAC ADW -08 378 SD -1135 72x82 AAMA APC 4621.02-801-47-r0. df Quality Assurance Contract Expiration Date 09/17/2013 Installation Instructions FL11646 R3 II ADW -08 311 312 378 SD Installation ATR023 df Verified By: Kristina S. Daugherty 68455 Created by Independent Third Party: Yes Evaluation Reports FL11646 R3 AE ADW -08 311 312 378 SD PER 21 40.Ddf Created by Independent Third Party: Yes 11646.2 1332 Sliding Glass Door SD -R50 72 x 96 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11646 R3 C CAC ADW -08 332 SD 1150 72x96 AAMA APC 7 77 1-8 -47 df Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 04/27/2011 Other: Installation Instructions FLI11,46 R3 II Atrium ATR001.pdf Verified By: Kristina Daugherty 68455 Created by Independent Third Party: Yes Evaluation Reports FL11646 R3 AE Atrium PER 765.pdf Created by Independent Third Party: Yes 11646.3 1332 Sliding Glass Door SD -R50 96 x 80 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11646 R3 C CAC ADW -08 332 SD R50 96x80 AAMA APC A 068.01-801-47-r0. df Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 08/03/2014 Other: Installation Instructions FL11646 R3 H ADW -08 332 SD FIN Installation.Ddf FL11646 R3 II ADW -08 332 SD Finless Installatlon.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa 11646.4 1352 Sliding Glass Door, Impact SD -C60 96 x 96 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11646 R3 C CAC ADW -01 352 SD C60 9606 AAMA 506 APC 7225. 1- 1-18. df Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +60/-60 03/12/2011 Other: Installation Instructions FL11646 R3 II ADW -01 2352 Impact Finless Installation. pdf FL11646 R3 II ADW -01 352 Impact Fin Installatlon.pdf Verified By: American Architectural Manufacturers Association http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2frr... 7/25/2011 Florida Building Code Online Page 3 of 3 ted by Independent Third Party: ration Reports ted by Independent Third Party: 50 96 x 96 fication Agency Certificate 646 R3 C CAC ADW -01 352 SD C60 96x96 Non t;t AAMA 101 APC 71878.01-801-47.pdf ity Assurance Contract Expiration Date 1/2011 Illation Instructions 646 R3 II ADW -01 352 2352 SD Non -Impact lation ATR006.pdf ied By: Kristina S. Daugherty 68455 ted by Independent Third Party: Yes ration Reports 646 R3 AE ADW -01 352 2352 Non Impact SD 34B d ted by Independent Third Party: Yes Back Neirt Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399.2100 (850) 487.1824, Fax (850) 414.8436 ® 2000-2010 The State of Florida. All nghts reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Pluo-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ®M�- M wcuritv.w. i itis, v..isie. Trust d http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2ffr... 7/25/2011 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 tl/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHORTOTHENEXT. 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 1/16 INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASM OR . BETTER. S. FOR INSTALLATION INTO WOOD FRAMING USE /d WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 6. FOR INSTALLATION THROUGH IX BUOX TO CONCREFE/MASONRY, OR DIRECTLY INTO CONCREIE/MASONRY, USE 3/16 INCH DIAMETER JITV TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 12/4 INCH MINIMUM EMBEDMENT. • 7. FOR INSTALLATION THROUGH STEEL SND USE 48 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO STEEL FRAME SUBSTRATE R. MINIMUM EMBEDMENT AND EWE 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. EWE DISTANCE IS MEASURED FROM FREE EWE OF BLOCK OR EWE 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. S. 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 KSL MINIMUM WALL THICKNESS OF 33 MILS (20 GUAGE) ATRIUM COMPANIES, INC. 311/312/378 SLIDING GLASS DOOR (NON -IMPACT GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE (FBQ AND THE 2W61RC/IBC, EXCLUDING HVNZ AND HAS SEEN EVALUATED ACCORDING TO THE FOLLOWING: • AAMA/WDMA/CSA 101/I.S.Z/A44D-OS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASDNRY, STEEL STUD, AND 2X FRAMING ASA 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 IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. SUCK 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 SPECFlC 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. S. APPROVED IMPACT PROTECTIVE SYSTEM LS 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 13W GLASS CHARTS. SEE SHEET S FOR GLAZING DETAIL DES16NPRESSURERATING TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - INSTALLATION 6 GENERAL NOTES 2 - ELEVATION d ANCHOR LAYOUT 3 - ELEVATION A ANOM LAYOUT 4 VERTICAL SECTIONS 3 HORIZONTAL SECTIONS A GLAZING PETAL 6 COMPONENTS 6 BILL OF MATERIALS DES16NPRESSURERATING SIZE DESIC7NPRESSURE MISSLE IMPACTRATOJG 94.50'X 79W •23.0/-230PSF NOT RATED 7073'X93.30' •250/-23.OPSF 70.73' X 79.30' •33.0 / -33.0 PSF 7r X Br .33.0 / -33.0 PSF AT�tQUM 004.A$/Ll3.L 1003 AAW$ADMA M DALLA1. TON$ 73247 F L) Z N V) 10 Rui �l" tnz� DWS #' 1 OF m P llhn f 'ci �Z' g � Q 'm f -3F j Lu w �1 < 4L 3 F d F L) Z N V) 10 Rui �l" tnz� DWS #' 1 OF 94.50' MAX Dona WIDTH 4350' MAX rD.LL.WIDTHI B C 6 79.57 MAX D .x. F •0• DOOR 5 5 HET6HT A ELEVATIO 9 A D HE ELEVATION 2.50' MAX FROM CORNERS. TVP. IF 2.50' MAXRO FM T CORNERS, TVP. MAX DLO. HEIGHT 88.25' MAX. E D1.0. HEIGHT 10.07 MAX O.C., TYP, ANCHOR LAYOUT 2.57 MAX FROM F CORNERS. TYP. I 2.57MAx. Rom 1 COMERS. TYP. t DP: +/. 2S PSF 10.07 MAX O.C., TYP. ANCHOR LAYOUT DP: +/• 2S PSF �10.ar MAX O.C.. TVP. 10.07 MAX O.C.. TYP. AM" 9M AAWALSADM NOW WLLAS. 7FIIA175H M (2N)N7-tM. M (2N)+2N72 O T O P Nn co N ,. =�<S oZ< 3 tj dpi N Z O Z M u W W Y. Lu Z ) DOOR WIDTH 31.57 MAX D.L.O. WIDTH B C 6 ♦ 4 ♦ aD C � H cN X57 AX. AOR [6HT D 5 y(• f S •O• f ELEVATION 2.50' MAX FROM CORNERS. TVP. IF 2.50' MAXRO FM T CORNERS, TVP. MAX DLO. HEIGHT 88.25' MAX. E D1.0. HEIGHT 10.07 MAX O.C., TYP, ANCHOR LAYOUT 2.57 MAX FROM F CORNERS. TYP. I 2.57MAx. Rom 1 COMERS. TYP. t DP: +/. 2S PSF 10.07 MAX O.C., TYP. ANCHOR LAYOUT DP: +/• 2S PSF �10.ar MAX O.C.. TVP. 10.07 MAX O.C.. TYP. AM" 9M AAWALSADM NOW WLLAS. 7FIIA175H M (2N)N7-tM. M (2N)+2N72 O T O P Nn co N ,. =�<S oZ< 3 tj dpi N Z O Z M u W W Y. Lu Z ) OWb R: ATR023 SHEET: 2 OF L aD C � H cN h 3� 2c v2 1 .. o u to OWb R: ATR023 SHEET: 2 OF L 70.75* MAX. 2.50' MAX. FROM 10.00' MAX ATRkM CORNERS. TYP. r O.C.. TYP. e e■ r■ u■ a u e L I MCI AMW11DOWW DALLAS. TDLAS 77247 2.50'MAX.FROM T nLQige77.2ee■ ncf2u1�e77 CORNERS. TYP. pd d1 m P }} 10.00' MAX. n E 72.00' MAX •X• •0' w 7 LO ai �t DOOR E D.LO. < S O 1Zf % H S HEIGHT T < m m < r �� N ii 4 ELEVATION ANCHOR LAYOUT DO- 3S Psi N Z 72.00' MAX O p00R WIDTH 2.50' MAX. FROM t0.00' MAX. i"i C 31.50' MAX. CORNERS. TYP. O.C.. TYP. H B C 6 D.LO. WIDTHF > u ati L c 0 2.50' MAX FROM c6 e6 CORNERS. TYP. T fN F d 82.00' 7,.25• , , g MAX 'X' •O' MAX. •7t• •p• 10.00' . pm D f E D.LO. � O C., MAXMATyp. 9 HEIGHT 5 g 5 HEIGHT 7N mh•.mG JN A < N z ELEVATION ANCHOR LAYOUT DWS Z3D►: e/- 3S M SHEET: 3 OF G S V 79.50' MAX. EIGHT DOOR WIDTH 32.00' MAX DLO. WIDTH B C 6 4 OOR D 5 .� F 5 .O. 3/4' MIN.I EDGE DISTANCE Ah ATRIUM TRIIVIM 2X WooO FRAME BYOTHERS #8 PAN HEAD WOOD SCREW it8 TEK SCREW •ooruu•no SHEATHING INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS : EXTERIOR FINISH J!4 EXTERIOR FINISH -.. > • of A.%&.S&WM tw DALLAS. TEXAS 7524 BY OTHERS S,• BY OTHERS ;: tx (tNl•ff t•» M pNl•twn• 11/2• MM THREE (3) THREADS o PERIMETER CAULK EMBEDMENT PERIMETER CAULK MIN. ENGAGEMENT ppQ� c BY OTHERS •.% By OTHERS P Nn ^G u S 1/4• MAX- SHIM SPACE 1/4• MAX SHIM SPACE N 3 •'�, < n t of OZ< O.A. • 2 O.A. 2 ptp WDOOR EXTERIOR tt DOOR EXTERIORtt s < vHEIGHT ) HEIGHT IN ,�11 d 3/ t0 t0 N F � Y SEE GLAZING SEE GLAZING DETAIL DETAIL' INTERIOR INTERIOR r m N g VERTICAL SECTION C VERTICAL SECTION Z 4 2X WOOD FRAME • HEAD 4 STEEL STUD FRAME • HEAD 0 2X WOOD FRAME 11/2* MM N Z BY OTHERS EMBEDMENT O EXTERIOR SEE GLAZING SHEATHING OTHERS 7F8 PAN HEAP WOOD SCREW > u DETAIL EXTERIOR FINISH INSTALLATION ANCHOR W a BY OTHERS 3/4• MIN. Ix o • PERIMETER CAULK f E06E DISTANCE O.A. ' I INTERIOR BY OTHERS DOOR to HEIGHT _ f o u SEALANT OVER 1N• MAX' C f O: SCREW t SHIM SPACE g t SHIM SPACE O.A. f r • '• O �r i DOOR EXTERIOR •t o .. HEI6HT 'C•� PERIMETER SEALANT 11/4• MIIJ. SEE GLAZING BY OTHERS DETAIL v •'•1• PRECAST SILL ' 0 • EMBEDMENT INTERIOR INTERIOR C4 m •' > tii BY OTHERS MIN. EDGE 3/16• ITW TAPCON t a =3t Y I'll2 DISTANCE INSTALLATION ANCHOR p u VERTICAL SECTION G VERTICAL SECTION °WATR023 4 CONCRETE • SILL 42X WOOD FRAME • HEAD ` ALTERNATE FIN INSTALLATION (TYP.) SHEET: A i OF 6 � 2X WOOD FRAME BY OTHERS #B PAN HEAD WOOD SCREW INSTALLATION ANCHOR 3/4' MIN. EDGE DISTANCE • 'BY OTHERS s EXTERIOR FINISH 77 BY OTHERS PERIMETER CAULK BY OTHERS —1 1/2' MIN. EMBEDMENT 1N' MAX SHIM SPACE i EXTERIOR 11/4* MIN. EMBEDMENT 1/4' MAX SHIM SPACE CAULK BETWEEN IX WOOD BUCK 6 INTERIOR CONCRETE/MASONRY BY OTHERS INTERIOR SEE 6LAZD46 DETAIL i O.A. DOOR WIDTH p ORIZONTAL SECTION 5 2X WOOD FRAME • JAMB INTERIOR SEE GLAZING DETAIL + , SEE GLAZIIJ6 ETAM EXTERIOR F ORIZONTAL SECTION 5 MEETING STILE 21/2' MIN. EDGE DISTANCE • t 3/16' ITW TAPCON 7 " INSTALLATION ANCHOR SEE OL.AZIN6 DETAIL 1X WOOD BUCK BY OTHER BY EXTERIOR EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. DOOR WIDTH BY OTHERS E HORIZONTAL SECTION 5 ODNCRf TE/MASONRY • IAMB 0.8125' O.A. INSULATED GLASS _ GLAZING TAPE / 0. GLASS I BITE I � GLAZING DETAIL 1 NOTE: 6LASS THICKNESS AND TYPE MAY VARY PER ASTM E 1300 REQUIREMENT 6LASS CHARTS. Ah ATRIlUM I sawAW.$.DOR M DALLAS. TC"S M.7 ,K(n4)637d6M M(n4)42"734 m 0 co P q " I: a J ;;Z '"��� 0Z< t 3iG w gdi y d w H o V) W DC � F, RIO" li Pi 0 1 DWG #: ATR023 SHEET: 5 OF 6 GOPERABLE PANEL RAIL 6 STILE VINYL TYPICAL WALL THICKNESS: 0.08• �-I 1.505• OFIXED PANEL RAIL vlrm. TYPICAL WALL THICKNESS: 0.08' �{ 1.31 r� 2.841* oorJ OGVrNYLING BEAD O SVIINYLCREEN TRACK I 0.62r --{ 0.8&1' l is 0.555- 1 10 PANEL REINFORCEMENT C.R.S. STEEL TYPICAL WALL THICKNESS: 004• 1.053• 0.04'5• .33 I NOTE: CAN BE USED WITH ALL PANEL SIZES OFRAME HEAD, SILL & JAMB VINYL TYPICAL WALL THICINESS:.0r 0.07--f 1.7118' 4.563• ---�{ OFIXED MEETING STILE VINYL TYPICAL WALL THICKNESS: 0.08• Lr 2.245--1 0.08• OPANEL INTERLOCK STILE VINYL TYPICAL WALL THICKNESS: 0.08• Imo- 2.4• 1 0.08' T- -u T 1.86r OFCIRXSED MEETING STILE REINFORCEMENT O FSTEELSI ED MEETINGASTILE REINFORCEMENT TYPICAL WALL THICKNESS: 0.072• 1.21• 1 1.45• 0.94. 0.961• 0.072' —T T NOTE: CAN BE USED WITH ALL PANEL SIZES NOTE: FOR USE WITH PANEL SIZES UP TO 36.25• X 79' 11 PANEL REINFORCEMENT 12 SILL TRACK ALUMINUM 6063-T6 ALUMINUM 6063-T6 t.047—�--•-I . 1.609' 1.T 1 0.563.7 NOTE: FOR USE WITH PANEL SIZES UP TO 36.25• X 79' Ah AMUM a ue OM A.wSUDO flow DA"S.TDWnm Ht(7N)6)72696 M(2M)42H7M BILL OF MATERIALS a ITEMNO. PARTNUMBER DESCRIPTION MATERIAL MANUFACTURER 1 FRAME HEAD, SILL, AND IAMB 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. S PANEL INTERLOCK STILE VINYL A.E.S. 6 GLAZING BEAD VINYL VYiRON 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 ALUMINUM 6063-T6 EXTRUDERS 12 SILLTRACKALUMINUM6063-T6 EXTRUDERS 13 - HANDLE W/ LOCKING HARDWARE STEEL SASH CONTROLS GOPERABLE PANEL RAIL 6 STILE VINYL TYPICAL WALL THICKNESS: 0.08• �-I 1.505• OFIXED PANEL RAIL vlrm. TYPICAL WALL THICKNESS: 0.08' �{ 1.31 r� 2.841* oorJ OGVrNYLING BEAD O SVIINYLCREEN TRACK I 0.62r --{ 0.8&1' l is 0.555- 1 10 PANEL REINFORCEMENT C.R.S. STEEL TYPICAL WALL THICKNESS: 004• 1.053• 0.04'5• .33 I NOTE: CAN BE USED WITH ALL PANEL SIZES OFRAME HEAD, SILL & JAMB VINYL TYPICAL WALL THICINESS:.0r 0.07--f 1.7118' 4.563• ---�{ OFIXED MEETING STILE VINYL TYPICAL WALL THICKNESS: 0.08• Lr 2.245--1 0.08• OPANEL INTERLOCK STILE VINYL TYPICAL WALL THICKNESS: 0.08• Imo- 2.4• 1 0.08' T- -u T 1.86r OFCIRXSED MEETING STILE REINFORCEMENT O FSTEELSI ED MEETINGASTILE REINFORCEMENT TYPICAL WALL THICKNESS: 0.072• 1.21• 1 1.45• 0.94. 0.961• 0.072' —T T NOTE: CAN BE USED WITH ALL PANEL SIZES NOTE: FOR USE WITH PANEL SIZES UP TO 36.25• X 79' 11 PANEL REINFORCEMENT 12 SILL TRACK ALUMINUM 6063-T6 ALUMINUM 6063-T6 t.047—�--•-I . 1.609' 1.T 1 0.563.7 NOTE: FOR USE WITH PANEL SIZES UP TO 36.25• X 79' Ah AMUM a ue OM A.wSUDO flow DA"S.TDWnm Ht(7N)6)72696 M(2M)42H7M 0 tn Z 0 0 H L 0 •,:; I.a:•I.:"baa, Rh5,y, JSit Z U V1 1 DWG #: ATR023 SHEET: 6 of 6 m a K Y pq� oZ < M w VIZ uj 3 CL 0 tn Z 0 0 H L 0 •,:; I.a:•I.:"baa, Rh5,y, JSit Z U V1 1 DWG #: ATR023 SHEET: 6 of 6