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Home My WebLink About127 Dresdan Cts (,AI )(,'p Building & Fire Prevention Division 01 PERMIT APPLICATION Application No: �v �� , Documented Construction Value: $ 1130.15 Job Address: 127 Dresdan Ct Historic District: Yes❑No❑✓ Parcel ID:33-19-30-509-0000-3050 Residential❑✓ Commercial❑ Type of Work: New[] Addition❑ Alteration❑✓ Repair❑ Demo❑ Change of Use❑ Move❑ Description of Work: Replace (1) door size for size Plan Review Contact Person: Gary Barson Phone:786-556-4975 Fax: Name Omar Vazquez Street: 127 Dresdan Ct Title: Email: gbarson@nationalpermitcompany.com Property Owner Information City, State Zip: Sanford, FI 32771 { Name Lowe's Home Centers Street: PO Box 781993 City, State Zip: Orlando, FI 32878 Name: Street: City, St, Zip: Bonding Company: Address: Phone: 321-305-8037 Resident of property? : Contractor Information Yes Phone: 786-556-4975 Fax: State License No.: CGC1508417 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6` Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application O� 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, 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 be done in compliance with all applicable laws regulating ci Signature of Owner/Agent Date is aceMate and that all work will Date Print Owner/Agent's Name 9apryll¢id6i lrcontraclor/Agent's Name le �o��rr,issio`• C fb Signature of Notary -State of Florida Date o emppr�� igna — o otary-State of Florida Date o,m: =� :" #F/-1.391g1 �> a Q Owner/Agent RN is Personally Known to Me or'p ;STATE �Fd \\&ntractor/A ent is Personall Known to Me or y �s,��pali a g Y Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: # of Heads UTILITIES: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: SrrG-l� t$ Revised: January 1, 2018 Permit Application REQUIRED INSPECTION SEQUENCE. RPff i % _ l 2,71 min Max I(nsection )<Descr* tIlon. Footer / Setback Stemwall Foundation / Form Board. Survey Slab / Mono Slab Pre our 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: Mlln Ming. Iln�ectuon IIDe��C1CIl]�Dtllon Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Inspection Description Plumbing Underground Mnn Max Plumbing Sewer Plumbing Tub Set P lumbingg Final qua Min Max Ilns ection IIDesciriRtiont I�m�>®>�6igOi Mechanical Rough Mechanical. Final Trim s eetn®nn.Description Y Min Mays Gas Underground Gas Rough Gas Final REVISED: June 20*14 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: � ` I hereby name and appoint: 0 OW 42RR JW ET an agent of: Loc�� 4106n- &A)TEP.5 (Name 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): ❑ The specific permit and application for work located at: (Street Address) Expiration Date for This Limited Power of Attorney: S ig o go License Holder Name: VG� 0EK State License Number: (" cl�" k 5-0 8 Signature of License Holder: STATE OF FLORIDA COUNTY OF a 1, The foregoing instrument was acknowledged before me this _day of M4q , 20�, by who is person lly known to me or o who has produced identification and who did (did not) take an ath. Signature `!!lwt9art�ara (Notary S \* GAPY6� v y�pP�M,,S" • Qco �. F � . a dG 797 o: � ATE (Rev. 08.12) Notary Public - State of Commission No. W 139 la My Commission Expires: It7I it as 5/16/2018 SCPA Parcel View: 33-19-30-509-0000-3050 pry Legal Description ............................ LOT 305 MAYFAIR MEADOWS PH 2 PB 32 PGS 55 TO 58 Property Record Card Parcel: 33-19-30-509-0000-3050 Property Address: 127 DRESDAN CT SANFORD, FL 32771 Value Summary .................... .......... ............ 2018 Working , ; 2017 Certified ............................ Values ;Values Valuation Method Cost/Market Cost/Market j __.. Number of Buildings _.. .... 1 ................... _.; 1 Y - . ,..__.____ Depreciated Bldg Value ...... ..... _. __._ _- . $76,828 _ _ ._..._.... ., $72,573 Depreciated EXFT Value $200 $200 i .............. Land Value (Market) _<__....... _........................ _. $25,000 .._......_ $20 000 Land Value Ag .......................................... JUstlMarket Value ** — ....... ..__... . ......... $102,028 _....... $92,773 W............._._.... Portability Adj .. - ..... { Save Our Homes Adj $0 $0 Amendment 1 Adj $19,211 ...._... $17,485 P&G Adj ....... _.... __._______ _...._...... $0 ........... $0 Assessed Value .....__..... . $82,817 ....... __..__. __..._...._..._.__._. $75,288 Tax Amount without SOH: $0.00 2017 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxes ... _................................_ ......... Taxing Authority _ .. 1 ... i Assessment Value .. Exempt ' .. Values ... .. .. Taxable Value ..... ... .......... County General Fund .................................................. $82 817 $82,817 $0 ; ........._ , �... ...... ..... .............. .......................—., T..., ,, ,._... j Schools ...� .. ,w. .................... ,,..._,.... , _, ,_..._...... .. a ...... $102 028 .. .... ............ ..... _.., ,. $102,028 . m , . _ ...... _..._ ......... = $0 City Sanford ........... $82,817 _ _.__ . $82,817 $0 SJWM(Saint Johns Water Management) ............................__. _--_......................... $82,817 $82,817 $0 { ...... ..._.... .. Coun Bonds ty , __.. _ . .. ......... ... _. _ $82,817 _.. $82,817 ..- . $0 Sales ...... ....... __- .... _.. ......................................... .... ._...... ......_.... ............._ ......................... Description Date Bookv Page i Amount . Qualified Vac/Imp WARRANTY DEED 1/1/2018 09066 0712 $72,200 No Improved j CERTIFICATE OF TITLE ._._. _ _ _ _._ _ _ .._.. _._.__ . 6/1/2013 ..___ __.... _ _... 08058 _ __._ °_ 1361 __. _. __... _ __. _. $8 100 _ ___.. No .................. Improved WARRANTY DEED 12/1I2012 07932 1721 � _ . $60,000 ___ _ _.. No _. - ____._-.____.. ....... Improved WARRANTY DEED 11/1/2005 06102� 1 >6. $154,000 Yes proved m �� i WARRANTY DEED 7/1/2004 05419 1788 $98 000 Yes ............................. Improved f WARRANTY DEED 1 9/1/1997 03308 _._ ...... ___, 0003 $55 000 Yes Improved 11 WARRANTY DEED .... ......... ...............................i.... 1/1/1991 02261 , 1589 $48,700 __.._� No ........ _-. Improved SPECIAL WARRANTY DEED .......... ! 7/1/1990 .......... ....._ 02219 ........ 1540 $100 No Improved { CERTIFICATE OF TITLE 7/1/1990 02206 0643 ......... $100 No Improved ' WARRANTY DEED 4/1/1987 ......... _... 0183 5 1380 ........ ......... .......... $53,900 ..._.........._... _.___. Yes ........ ..._.._.._.. Improved _ . ........ ....... FM compambliaI __ .. Land .. ........ http://parceldetai1.sepafl.org/Parcel Detail Info.aspx?PI D=33193050900003050 1 /2 Product Approval Specification Form Permit # # 1 8- 2 3 2 6 Project Location Address V n V�[ 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 Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U P ANCE Automatic Other PLANS EXAMINER 2. Windows Single Hung LAM I C Horizontal Slider Casement Double Hung SANF ORD BUILDIN DIVI I N FixedCONSTRUED TO BE A Awning LICENSE TO ROCEED WITH THE WORK AND NOT AS SET Pass Through ANCEL, ALTER OR N F THE TECHNICAL Projected CODES, NOR 3HALL ISSUANCE OF A PERMIT PREVENT Mullions HE CORRECTION OF ERRORS IN PLANS, Wind Breaker CONSTRU TION OR VIOLATIONS OF THIS Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits 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 Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name ��z C4R.f7 (Please Print) June 2014 5/16/2018 Florida Building Code Online Product Approval USER: Public User Product ADoroval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 11646 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 - Annlications FL* Tyne Manufacturer Validated By, Status FLI1 4 - Revision Atrium Windows & Doors National Accreditation & Management Approved R�2 Category: Exterior Doors Institute History Subcategory: Sliding Exterior Door (804) 684-5124 Assemblies -Approvea try UtSPK. Approvais oy UtfrK snau De reviewea ana ratmea Dy the rut, ana/or the t.ommisswn IT necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cogygght 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 dick here . Product Approval Accepts: httpsJ/www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 Product Approval r 0 USER: Public User n. Product AOOrOVal Menu > Product or AQplication Search > Application List > 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 Product Approval Method FL11646-R9 Revision 2017 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 0 Atrium Windows & Doors 300 Welcome Center Blvd. Welcome, NC 27374 (336)731-9312 tsmith@atriumwindows.com Thomas Smith tsmith@atriumwindows.com Tommy Smith 300 Welcome Center Blvd. Welcome, NC 27374 (336)764-6400 tommy.smith@atrium.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A Year 2005 2008 Date Submitted 01/09/2018 https://www.floridabuilding.org/pr/pr_app dd.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeBD6KuZ3UWwypZxHVGROizLkjlF7mkEjgA%3d%3d 1 5/16/2018 Florida Building Code Online Date Validated 01/10/2018 Date Pending FBC Approval Date Approved 01/18/2018. Summary of Products FL # Model, Number or Name Description 11646.1 311/312/378 Sliding Glass Door R-PG35*-1797x2019 (7lx80)-SD (311), R-PG35-2407x2019 (95x80)-SD (312), R-PG30-1899x2426 (75x96)-SD (312), R- PG35-1829x2083(72x82)-SD (378) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with Certification Agency Certificate FL11646 R9 C CAC NIO13248 311 312 378 SGD D0985.01.pd FL11646 R9 C CAC NI013248 01 311 312 378 SGD D0985.01.pd FL11646 R9 C CAC NI013248.02 311 312 378 SGD D0986.01.pd FL11646 R9 C CAC NI013248.03 311 312 378 SGD the FBC. All frame components are fabricated from extruded vinyl (PVC). D2326.01. pdf I FL11646 R9 C CAC NI013248.04-R1.pdf FL11646 R9 C CAC NI013248.05-Rl.pL FL11646 R9 C CAC NI013248.06-Rl.pdf I FL11646 R9 C CAC NI013248.07-111.pdf Quality Assurance Contract Expiration Date 06/30/2018 Installation Instructions FL11646 R9 II ATR023 SS 2017-01-17.pO Verified By: Hermes F. Norero FL PE #73778 Created by Independent Third Party: Yes Evaluation Reports FL11646 R9 AE PER5453 SS 2018-01-09 pdf Created by Independent Third Party: Yes 11646.2 332/388 Sliding Glass Door SD-1140 72 x 96 (388), SD-1150 72 x 82 (388), SD-1150 71 x 96 (332), SD-1150 95 x 80 (332) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No FL11646 R9 C CAC NI013250.01-Rl.pdf Fi 11646 R9 C CAC NI013250.02-R1.pdf F1 11646 R9 C CAC NI013250.03-Rl.p-df Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with FL11646 R9 C CAC NI013250-Rl.odf FL11646 R9 C CAC NI013252.01-Rl.pd the FBC. All frame components are fabricated from extruded FL11646 R9 C CAC NI013252.02-R1._2df vinyl (PVC). FL11646 R9 C CAC NI013252.03-111.p�f l FL11646 R9 C CAC NI013252-Rl.odf .. Quality Assurance Contract Expiration Date 02/28/2020 Installation Instructions FL11646 R9 II ATRO25 SS 2016-10-20.pddf, Verified By: Hermes F. Norero FL P.E. *73778 Created by Independent Third Party: Yes Evaluation Reports FL11646 R9 AE PER5454 SS 2018-01-09,pdf Created by Independent Third Party:.Yes 11646.3 f 4000/114000 Sliding Glass Door, HP, XO SD-R45-1829x2032 (72x80) XO, SD-R20 2438 x 2438 (96 x 96) XO, SD-R30 1829 x 2438 (72 x 96) XO Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with FL11646 R9 C CAC NI011440.01-R1 4000 R4000 SD C3400.01-801-47.pdf FL11646 R9 C CAC NI011440 02-Ri 4000 SD D2325 01 Rd FL11646 R9 C CAC NI011440.03-R1 4000 SD D2325.01.odf Quality Assurance Contract Expiration Date the FBC. All frame parts are fabricated from 6063-T5 extruded 10/31/2018 aluminum. Installation Instructions FL11646 R9 II ADW-01 4000 SD HP Installation Instruction.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11646.4 4000/114000 Sliding Glass Door, SD-R25-1829x2032 (72x80) XO Standard, XO Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No FL11646 R9 C CAC NIO11440-Rl 4000 R4000 SD C3400.01-801-47.pdf Quality Assurance Contract Expiration Date Design Pressure: N/A 10/31/2018 https://www.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeBD6KUZ3UWwypZxHVGROizLkjlF7mkEjgA%3d%3d 5116/2018 Florida Building Code Online Other: All doors shall utilize safety glazing in accordance with Installation Instructions the FBC. All frame parts are fabricated from 6063-T5 extruded FI 11646 R9 II ADW-01 4000 SD STD Installation aluminum. Instruction.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact us :: 7601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cop-ydght 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 mall 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 dick her . Product Approval Accepts: https://www.floridabuilding.org/pr/pr app_db.aspx?param=wGEVXQwtDgsQFc5K%2frrZeBD6KuZ3UWwypZxHVGROizLkjIF7mkEjgA%3d%3d 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 it/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 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, 5. FOR NAIL FIN: WOOD BUCK: USE N8 WOOD SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. FOR NAIL FIN: STEEL STUD: USE g8 TEK SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE A MINTNTUNVOF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 7. FOR THRU FRAME: WOOD BUCK: USE #10 WOOD SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1121NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 8. FOR THRU FRAME: CONCRETE/MASONRY: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/41NCH MINIMUM EMBEDMENT. 9. FOR THRU FRAME: STEEL STUD: USE NIO TEK SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE AMINIMUM OF THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 12. 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. 13. 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. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITYOF 0.42. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY - CMU UNIT STRENGTH CONFORMS TO ASTM C-90, WITH MIN. COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MIN. GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS. (20 GUAGE) 31113121378 SLIDING GLASS DOOR (NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) AND THE CURRENT IRC/IBC, EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • AAMA/WDMA/CSA 101/I.S.2/A440-05/08 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 GLASS CHARTS. SEE SHEET 2 FOR GLAZING DETAIL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 C INSTALLATION d GENERAL NOTES 2 C ELEVATIONS 3 C ANCHOR LAYOUTS 4 C VERTICAL SECTIONS 5 1 C HORIZONTAL SECTIONS 6 GLAZING DETAL DESIGN PRESSURE RATING SIZE DESIGN PRESSURE CONFIGURATION MISSILE IMPACT RATING 70.75" x 79.5" .35.0 / -35.0 PSF OX (FIN) NOT RATED 94.75" X 79.5" •35.0 / -35.0 PSF 74.75" X 95.5" +30.0 / -30.0 PSF 72" X 82" . .35.0 / -35.0 PSF 71.56" x 79.5" •35.0 / -35.0 PSF OX (FINLESS) 95.63" X 79.5" .350 / -35.0 PSF 75.75" X 95.5" +30.0 / -30.0 PSF 72" X 82" • 1 +35.0 / -35.0 PSF 300 WELCOME CENTER BLVD- WELCOME, NC 27374 ao OC m O k v m �Z� Mpg nM O� W rZ m �53�ot o= u1 v cZ < mQ M.0 oo N 4 00 tu 1H- of '0 a gO O O I�yyJJ _c 1F)1 5"IM V)T* 2 1,vj) Z •UNIT USES ALUMINUM REINFORCEMENTS, ALL OTHERS USE STEEL A TRO 2 ,- Digitally signed by Hermes F. Nmro, P.E. SHEET: 1 O F Reason: I am approving this dm ocuent j Date: 2017.01.17 00:26:33 -05'00' 72. N D HE 95.63" MAX. DOOR WIDTH ELEVATION TYPICAL 1. 9F" . — ELEVATION TYPICAL D 79.50' 82.W' 5 MAX. MAX. DOOR DOOR HEIGHT HEIGHT 72.00" MAX. DOOR WIDTH 36.75" MAX. D.L.O. WIDTH 8 C 4 4 7^ / H 5 F 5 300 WELCOME CENTER BI.VO. WELCOME, NC 27374 PH:(214)637-26% FX.(214)424 6734 a0 m m� dQM} 74.75" 1, < o Cz m MAX. o = D.L.O.' HEIGHT < �` <� w T o < NLu N m m'o < m WJ ix h 1GW0 w Of < o00 o 0 ELEVATION V) w TYPICAL Z z w O < H Z = CI Z 4J Q Z Llj H a vO O 0.8125" O.A. a v INSULATED GLASS o o = Of On F _ GLAZING TAPE w U �` IQ11 ►(J �' U 0.5" GLASS BITE .G...; ,yy 95.50" MAX. DOOR HEIGHT GLAZING DETAIL ' NOTES:Illi 3! i1i 1. GLASS THICKNESS AND TYPE MAY VARY PER ASTM E 1300 m Y F F REQUIREMENT GLASS CHARTS. < c! 2. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY .N, GLAZING REQUIREMENTS OUTLINED IN THE CURRENT FRC. DW& #: ATR023 SHEET: 2 OF 5 vr.<M6Cr,Y-vkirn 6n'o::3,i 2.00" MAX. FROM 800" MAX CORNERS ,TYP. 300 VAUOAIE C 273 4LVD. wE1to6AE.61c zn74 /M (Z74) 637-26% FX: (214) 424.6734 2.00" MAX. FROM m N CORNERS, TYP. O ao� F TeX X nN � �mm �8.00" MAX. N T CL = O.C.. TYR g yn < m m Qm 18.0 ., MAX. < w � < Z $ O.C., TYP. v� 6.00" MAX. FROM CORNERS, TYP. w p W 6.00" MAX. FROM ��/ < o Q CORNERS, TYP. T %�, %/ 0 0 ANCHOR LAYOUT I Le) , LU NAILING FIN �18.00" MAX. O.C., TYP. Z � z < W. o„ p Z O U w r o p O 2.50" MAX. FROM 1000" MAX H u CORNERS, TYP. w N = (i F� 0 1- y mLnW IL � u 2.50" MAX. FROM CORNERS, TYP. T � ANCHOR LAYOUT µ THROUGH FRAME 9 10.00' MAX. �p ,..t..... • N/ O.C., TYR z 6 , N m < N _ � Z O cli V i DWG #: ANCHOR LAYOUT ATR023 NAILING FIN SHEET: C -APPLICABLE ONLY TO 74.75" X 95.5" 3 Or CONFIGURATION M L � O.C., TYP. T O.C., TYP. L 3/4" MIN. 2X WOOD FRAME EDGE DISTANCE BY OTHERS #10 PAN HEAD WOOD SCREW SHEATHING INSTALLATION ANCHOR BY OTHERS EXTERIOR FINISH BY OTHERS 1 I/2" MIN. PERIMETER CAULK ` EMBEDMENT BY OTHERS i- :J "MAX. SPACE O.A. DOOR EXTERIOR HEIGHT ) V'NTERIOR SEE GLAZING DETAIL VERTICAL SECTION 2XWOOD FRAME -HEAD EXTERIOR SEE GLAZING DETAIL O.A. ) d ) INTERIOR DOOR \ HEIGHT _ ° SEALANT OVER O SCREW 1/4" MAX. SHIM SPACE PERIMETER SEALANT ' BY OTHERS 1 1/4" MIN. • ` EMBEDMENT PRECAST SILL BY OTHERS 2 1/2" MIN. EDGE 3/16, ITW TAPCON DISTANCE INSTALLATION ANCHOR A VERTICAL SECTION 4 CONCRETE - SILL 3/4" MIN. TEK SCREW EDGE ANCHOR DISTANCE NI EXTERIOR FISH BY OTHERS 4INSTALLATION THREE (3) THREADS MIN. PENETRATION PERIMETER CAULK --,,,,,,-*-'-*BEYOND STEEL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE O.A. DOOR EXTERIOR HEIGHT \� SEE GLAZING DETAIL INTERIOR VERTICAL SECTION 4 STEEL STUD FRAME - HEAD EXTERIOR / \ / \ INTERIOR O.A. DOOR \ HEIGHT SEE GLAZING DETAIL 1/4" MAX. HIM SPACE PERIMETER CAULK BY OTHERS 3/4" MIN. EDGE DISTANCE EXTERIOR FINISH BY OTHERS z. #8 PAN HEAD WOOD SCREW SHEATHING4 ^' INSTALLATION ANCHOR BY OTHERS 2X WOOD FRAME 1 1/2" MIN! BY OTHERS EMBEDMENT VERTICAL SECTION �Aj 2XWOOD FRAME -SILL ALTERNATE FIN INSTALLATION (TYP.) M. 300 WELCOME CENTER BLVD. WELCOME, W 27374 PH: (214) 637-26% FX(214) 424-6734 a O ��j m ' In i > oa- U� .... V W. m NJ Y +' m R 1!) w m c Z at at �aWo m [t w t : OC o .. {V 0 0 fV K 2 z O Z =A w Z � O > 8v Wc' 2. L. 40 w O F LL LL • Ivi m IL15, J , J i == vZ a v � G #: ATR023 EET: 4 OF 5 r 2X WOOD FRAME 1 1/2" MIN. EMBEDMENT BY OTHERS #10 PAN HEAD WOOD SCREW 1/4" MAX. SHIM SPACE INSTALLATION ANCHOR SEE Y L FOGE DISTANCE �'�i�' 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE CAULK BETWEEN 1X WOOD BUCK 6 INTERIOR CONCRETE/MASONRY BY OTHERS INTERIOR SEE GLAZING DETAIL SHEATHING EXTERIOR BY OTHERS EXTERIOR FrNI5H::::::�r* BY OTHERS PERIMETER CAULK BY OTHERS O.A. DOOR WIDTH "ORIZONTAL SECTION 5 2X WOOD FRAME -JAMB INTERIOR INTERIOR SEE SEE GLAZINI DETAIL F HORIZONTAL SECTION S MEETING STILE ALUMINUM REINFORCEMENT NOTE: FOR USE WITH PANEL SIZES UP TO 37.125" X 79.6875" WITH A DESIGN PRESSURE OF 35 PSF SEE GLAZING DETAIL :"ORIZONTAL SECTION S MEETING STILE STEEL REINFORCEMENT NOTE: CAN BE USED WITH ALL PANEL SIZES 2 1/2" MIN. EDGE DISTANCE e♦.' 1 / 3/16" ITW TAPCON INSTALLATION ANCHOR SEE GLAZING DETAIL IX WOOD BUCK BY OTHERS (OPTIONAL) EXTERIOR EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. DOOR WIDTH BY OTHERS E HORIZONTAL SECTION S CONCRETE/MASONRY-JAMB O.A. DOOR HEIGHT 1/4" MAX. EXTERIOR FINISH SHIM SPACE BY OTHERS PERIMETER CAULK BY OTHERS #10 TEK SCREW INSTALLATION ANCHOR i THREE(3)THREADS MIN. PENETRATION BEYOND STEEL STRUCTURE �3/GE DISTANCE I HORIZONTAL SECTION S STEEL STUD - JAMB ALTERNATE FIN INSTALLATION (TYP.) 300 WELCOME CENTER YLw. WELCOME, W 27374 PH:(214)637-2696 FX:(214)424-6734 m - CC O< m In o i a m _ Lu m �t a �t3G� -�m< o VV)2 Lu m <c ii < o pwe W m m l< o o N 0 'D 4 CT � t Z<�� O v o Z 23 p p _O W W O T N at co V-LL U INf'1-=1NZ� 5 OF 5