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122 Sanora Blvd (2)
CITY OF� �rMAR 2 2012 Building & Fire Prevention Division PERMIT APPLICATION Application No: I g — I L� -19 Documented Construction Value: $ 8,435.42 Jolt'°Address: 122 Sanora Blvd Historic District: Yes[ —]No❑✓ Parcel ID:07-20-31-505-OE00-0070 Residential✓ Commercial Type of Work: New❑ Addition❑ Alteration❑✓ Repair Demo ❑ Change of Use❑ Move Description of Work: Replace (6) windows and (3) doors size for size Plan Review Contact Person: Gary Barson Title:Agent Phone: 786-556-4975 Fax: Email: gbarson@nationalpermitcompany.com Property Owner Information Name Thomas Ammerman Phone: 407-221-0002 Street: 122 Sanora Blvd Resident of property? : yes City, State Zip: Sanford , FI 32773 Contractor Information Name Peter Cafaro / Lowe's Home Centers Phone: 786-556-4975 Street: 3780 S Orlando Dr Fax: City, State Zip: Sanford, FI State License No.: CGC1508417 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: 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. tR 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. 1 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: 6eh Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construgion,a'nd zoning. Signature of Owner/Agent Date Print Owncr/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/A ent's Name L lit911011114 Signature f tary-State of Florida \\`,��� ��;..... MISS/py ' GG tuber e. O 1 #FF 139191 Contractor/Agent is ersoi£ °K }® mt�o Ie . Produced ID Type of IIS'� JJlil''9i;:�l1. 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: Flood Zone: # of Stories: Plumbing - # of Fixtures. # of Heads Fire Alarm Permit: Yes ❑ No ❑ UTILITIES: WASTE WATER: FIRE: BUILDING: SF Revised: January 1, 2018 Permit Application RECORD COPY 20 13 City of Sanford Building and Fire Prevention Product Approval Specification Form ,&OILDL Permit # # 1 8 1 4 7 9 SAN`®RD Project Location Address 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.floridabuildingorq. 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 S E Aif5 3 i1 3 Sectional Roll U Automatic Other 2. Windows Single Hun S tou c) Horizontal Slider V A Q05 IQ00 Casement Double Hun Fixed Awning Pass Through _ LICENSE TO PROCEED WITH THE WORK AND NOT AS Projected DATE ASIDE ANY OF Mullions CODES, NOR SHALL ISSUANCE O A PERMIT PREVENT Wind Breaker REQUIRING CORRECTION Dual Action . CONSTRUCTION OR VIOLATIO1 IS OF THIS CODE Other June 2014 1 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 (Please Print) June 2014 Page IofI A-62--AHq t5f 35 � 36 5H G -� �-f-� s 0_3�uA4 w 52 X 3-1 5�i ,(o Y 3-� 5�t a -70 -� 71 .5 C-9 3 - -7 x Tq s�-D ,OE000070&BLDGNO=1:.. 3/612018 3/18/2018 Florida Building Code Online dbrd` or vr�. VII!_ A BCIS Home LogUser Re In � Registration � Ho[ Topics Submit Surcharge Stats &Facts Publications FBC Staff BCIS Site Map' Links i rSearch Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 20100 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 Cawrrh Raanl+a - Annlirmfinnc FL# Types I Manufacturer Validated By Sta u FL20100-R6 Revision Atrium Windows & Doors Category: Windows Subcategory: Single Hung National Accreditation & Management Institute (804) 684-5124 Approved History nyyiuvcu uy vurn. y y LIIC YVl- allU/Uf LIIC 1,V 1111111»lull II II-11a1y. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coopyright 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: MOMERE ;Credit Card L I https://www.flaridabuilding.org/pr/pr_app_lst.aspx 1/1 3/18/2018 ' Florida Building Code Online 4 � BCIS Home ` Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications 3 FBC Staff € BCIS Site Map, j Links j Search' bpr a Product Approval :USER: Public UserM., Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL20100-R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 Atrium Windows & Doors 300 Welcome Center Blvd. Welcome, NC 27374 (336)731-9312 tsmith@atriumwindows.com Thomas Smith tsmith@atriumwindows.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA 450 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A Year 2010 2011 2008 2005 Date Submitted 01/09/2018 Date Validated 01/10/2018 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsSY4JywRcva/o2flR4GU6riadp80G4K97emq%2f7DOLoHyTB9w%3d%3d 1/4 3/18/2018 Florida Building Code Onlihe Date Pending FBC Approval Date Approved 01/18/2018 Summa r of Products FL # Model, Number or Name Description 20100.1 i Series 120/130 Single Hung ..... ... .__...._---- _.................. __..... _.__._....._....._--...._.__.._.--- -._.._------ ....._.._ Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See installation instructions and certificates for design pressures, sizes, installation requirements, and limitations of use. 20100.2 1 Series 120/130 Single Hung Continuous Head and Sill (CHS) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See installation instructions and certificates for design pressures, sizes, installation requirements, and limitations of use. 20100.3 1 Series 150/160 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See installation instructions and certificates for design pressures, sizes, installation requirements, and limitations of use. 20100.4 j Series 150/160 Single Hung Continuous Head and Sill (CHS) Single Hung Window Certification Agency Certificate FL20100_R6_C_CAC_NIO13111.17 120.130 SH DP50 53x77 Fin D2322.01.pd FL20100_RM_C_ AC, C_NIO13111.18 120.130 SH DP50 53x77 Finless D2322.01.pdf FL20100_BC_C_SAC_NI013111 21 130 SH DP50 109x77 Fin D5170.0l.pdf FL20100_R6_C_CAC_NI013111.22 130 SH DP50 109x77 Finless D5170.01.pdf FL20100_R6_C_CAC _NIO13111.23 120.130 SH DP35 96.5x84 Fin D5168.01.pdf FL20100_R6_C_CAC _NIO13111.24 120 130 SH DP50 96.5x84 168 Finless D5.O1.pdf FL20100_R6_C_CAC _NI013111.25 120.130 SH DP50 72.5x108.5 Fin D5171.0l.pdf FL20100_R6_C_CAC_NIO13111.26 120.130 SH DP50 72.5x108.5 Finless D5171.01.pdf FL20100_R6_C—C$r_NI013111.27 120.130 SH DP50 48x108.5 Fin D5171.0l.pdf FL20100_R6_C_CAC_NI013111.28 120.130 SH DP50 48x108.5 Finless D5171.0l.pdf Quality Assurance Contract Expiration Date 04/30/2018 Installation Instructions FL20100_R6_II_ATR113 SS 2018-01-09.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL20100_R6_AE_PER5463 SS 2018-01-09.pd Created by Independent Third Party: Yes Twin and Triple CHS Windows Certification Agency Certificate FL20100_Bb_C_Q8C_NI013111.01-R1 120 130 SH AAMA 101 C6695.01.1lf FL20100_R6_C_CAC _NI013111.14-R1 120 130 SH AAMA 101 C6710.01.pdf FL20100_R6_C_CAC _NIO13111.16 120.130 C6710.0l.pdf Quality Assurance Contract Expiration Date 04/30/2018 Installation Instructions FL20100 R6 II ADW-01 120 130 SH CHS ASSY- Installation.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Single, Twin, and Triple Windows Certification Agency Certificate FL20100_R6_C_CAC _NIO12954 150 160 SH B8797.0l.pdf FL20100_R6_C_CAC_NI012954.01 150 160 SH B8797.01.pdf FL2010 _R6_C_CAC_NI012954.02 150 160 SH B8797.0l.pdf FL20100_R6_C_CAC _NI012954.04 150 160 SH C1749.01.pdf FL20100_116_C_CAC_NI012954.06 150 160 SH C1749.01.pdf Quality Assurance Contract Expiration Date 12/31/2019 Installation Instructions FL20100_R6_II_ADW-08 150 160 SH Mulled Installation.pd L20100_R6_II_ADW-08 150 160 SH Single Fin installation.pdf ' Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Triple CHS Windows Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL20100_R6_C_CAC_NI012954.03 150 160 SH C1748.01.pd_f https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsSY4JywRcv%2fl R4GU6riadp8OG4K97emq%2f7DOLoHyTB9w%3d%3d 2/4 3/18/2018 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See installation instructions and certificates for design pressures, sizes, installation requirements, and limitations of use. 20100.5 j Series 300/85 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See installation instructions and certificates for design pressures, sizes, installation requirements, and limitations of use. 20100.6 I Series 300/85 Single Hung i Continuous Head and Sill (CHS) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See installation instructions and certificates for design pressures, sizes, installation requirements, and limitations of use. 20100.7 Series 375/95 Single Hung ...._....... __...... _.._.............. _......___..._................... __._..... _.......... _......___._..._...... _..... ___._............... . Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See installation instructions and certificates for design pressures, sizes, installation requirements, and limitations of use. 20100.8 Series 375/95 Single Hung Continuous Head and Sill (CHS) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See installation instructions and certificates for design pressures, sizes, installation requirements, and limitations of use. 20100.9 Series 5700/105/8050/3050/5/900/1050 FL20100_Eb_C_CAC_NIO12954.05 150 160 SH C5189.01.p ff Quality Assurance Contract Expiration Date 12/31/2019 Installation Instructions FL20100_R6_II_ADW-08 150 160 SH CHS Installation Fin.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Single Hung Window Certification Agency Certificate FL20100_R6_C_CAC_NIO12991,04 300 85 SH C9843.0l.pdf FL20100_RM,_C_CAC_NIO12991.05 300 85 SH C9986.01 p-df Quality Assurance Contract Expiration Date 11/30/2019 Installation Instructions FL20100_R6_II_ADW-01 300 SH Installation. pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Twin and Triple CHS Windows Certification Agency Certificate EL201-44_RRRRL_C_CL_NI012991.01 300 85 SH B8800.0LaLff FL20100_R6_C_CAC _NIO12991.02 300 85 SH B8800.01.pdf FL20100_RH_C_CAC_NIO12991.03 300 85 SH B8800 01.pdf Quality Assurance Contract Expiration Date 11/30/2019 Installation Instructions FL20100_R6_II_ADW-01 300 CHS SH Installation.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Single Hung Window Certification Agency Certificate FL20100_R6_C_CAC_N1012994.02 375 95 SH D2323.01.pdf FL20100_R6_C_CAC_NI012994.03 375 95 SH D2324.0l.pdf Quality Assurance Contract Expiration Date 01/31/2019 Installation Instructions FL20100_R6_II_ADW-01 375 95 SH Installation. pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Twin and Triple CHS Windows Certification Agency Certificate FL20100_B6_C_CAC _NIO12994 375 95 SH B8801.01.pdf FL2010 —M—C—CAC NIO12994.01 375095 SH B880 .01.p_1f Quality Assurance Contract Expiration Date 01/31/2019 Installation Instructions FL20100_R6_II_ADW-01 375 95 SH CHS.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Single Hung Windows Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL20100_R6_C_CAC _NIO13150 5700 SH C6697.0l.pdf Approved for use outside HVHZ: Yes FL20100_9¢_C_CAC_NIO13150.01 5700 SH C6697.0l.pdf Impact Resistant: No FL20100_R6_C_CAC_NIO13150.02 5700 SH C6697.01.pdf Design Pressure: N/A j FL20100_RUC_C_CAC_NI013150.03 5700 SH C6697.01.pd Other: See Installation Instructions, ATR114, and Product FL20100_R6_C_CAC_NIO13150.04 5700 SH C6698.01 df Evaluation report, PER5456, for design pressures, sizes, FL20100_R6_C_CAC _NI013150.05 5700 SH C6698.01.pdf installation requirements, and limits of use. ! FL20100_R6_C_CAC _NIO13150.06 5700 SH C6698.01.pdf FL20100_R6_C_CAC _NIO13150.07 5700 SH C6698.01.pdf j FL20100_R6_C_CAC_NIO13150.08 5700 SH C6699.01.pdf FL20100_R6_C_CAC _NI013150.09 5700 SH C6699.Ol.pdf FL20100_R6_C_CAC_NIO13150.10 5700 SH C6699.01.ptdf https://www.floridabuiIdir g.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsSY4JywRcv%2fl R4GU6riadp8OG4K97emq%2f7DOLoHyTB9w%3d%3d 3/4 3/18/2018 ' Florida Building Code Online 20100.10 Series 8100/1100/3100/10/1000/200 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions drawing for product sizes, installation requirements and limits of use. i FL2010o_R6_C_CAC_NIO13150.11 5700 SH C6699.01.pdf FL20100_R6_C_CA_NIO13150.12 5700 SH C6699 01.pdf L2 1 _3¢_C_CAC_NI013150.13 5700 SH C6699.01 pdf FL20100_R6_C_CAC_NI013150.14 5700 SH C6699.01.pdf FL20100_R6_C_CAC _NIO13150.15 5700 SH C6699.01.pdf FL20100_R6_C_CAC _NIO13150.16 5700 SH D9499.01.pdf FL20100_R6_C_CAC_NIO13150.17 5700 SH D9499.01.pdf FL20100_R6_C_CAC _NI013150.18 5700 SH 1)9499.01.pdf FL2010o_R6_C_CAC_NIO13150.19 5700 SH D9499 O1 pdf FL20100_R6_C_CAC_NIO13150.20 5700 SH D9499.01.pdf FL2010o_RMi_C_CAC_NIO13150.21 5700 SH D9499.0l.pdf FL20100_R6_C_CAC_NI013150.22 5700 SH D9499.01.pdf FL20100_R6_C_CAC_NI013150.23 5700 SH D9499.01.pdf Quality Assurance Contract Expiration Date 04/30/2018 Installation Instructions FL20100_R6_II_ATR114 SS 2018-01-09.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL20100_R6_AE_PER5456 SS 2018-01-09.pdf Created by Independent Third Party: Yes Single Hung Window } Certification Agency Certificate FL20100_BL_C_C84_NI0 1I 8100 00 3100 t0 I00000 3100101000 SH D9519.0l.pdf FL20100_RU_C_CA('_NIO12911.01 8100 1100 3100 10 l0i 200 SH D9519.0l.pdf FL2010o_R¢_C_CAC_NIO13209 8100 SH D9518.0l.pdf J FL201 _96_C_CAC_NIO13519 8100 SH D9517.01-801- 1 47.pdf I — Quality Assurance Contract Expiration Date 07/31/2018 Installation Instructions FL20100_R6_II_ADW-08 8100 SH Installation Instructions FBC-Finless Installation.p�f FL20100_126_II_ADW-08 8100 SH Installation Instructions i FBC-Mulled Finless Installation.gdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. �Qpyright 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: Chi.. hftps://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsSY4JywRcv%2fl R4GU6riadp8OG4K97emq%2f7DOLoHyTB9w%3d%3d 4/4 1. ONE (1) INSTALLATION ANCHOR IS 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 OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF i1/2 INCH 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 SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, S. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOOD SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. 7. THROUGH FRAME: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE #10 GR. 5 SELF TAPPING SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 8. THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 9. THROUGH FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE #8 SELF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 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 GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2D00 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 18 GA. WALL THICKNESS. F. ALUMINUM -MINIMUM ALLOY 6063-T5. MINIMUM WALL THICKNESS OF 1/16" (0.0625"). ATRIUM CORPORATION SERIES 130 SINGLE HUNG WINDOW GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT IRC/IBC AND CURRENT FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • AAMA/WDMA/CSA 101/I.S.2/A440-05/08 • AAMA 450-10 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS IWHEN 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 IN NON-HVHZ AREAS. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE CURRENT FBC. S. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 7 FOR GLAZING DETAIL. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 C GENERAL & INSTALLATION NOTES 2 C ELEVATIONS 3 C ANCHOR LAYOUTS -THROUGH FRAME 4 C ANCHOR LAYOUTS -THROUGH FIN 5 C VERTICAL SECTIONS 6 C HORIZONTAL SECTIONS 7 C MULLION DETAILS & GLAZING DETAIL MAX O.A. SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 53" 77" O/X +/-50 PSF NON -IMPACT 48" 108 Y2" 0 / O/X +/- 50 PSF NON -IMPACT 72 Y�" 108 R" O / DOUBLE O/X +/- 50 PSF NON -IMPACT 96 �J" 84" DOUBLE O/X +/- 35 PSF NON -IMPACT 109" 77" TRIPLE O/X +/-50 PSF NON -IMPACT mTvffum ATRIUM WINDOWS AND DOORS —1 AM6A56ADOP a0 W DAIV .TEXAS 75247 PH:(214)637-2696 FAX: 1214µ24-6734 N U m Z m 3 e s 3 Z r M mm Z < o � r z d < r REMARKS BY I DATE A-FBC 5th ED.CODE CHANGE1 SM 106.03.14 B-CERT.AGENCY UPDATE I LS 02.27.17 C-FBC 2017 CODE CHANGE I AG I 10.03. 17 Digitally signjgpj ftFjgs•F. Norero, P. Reason: aj�Prp�' -lMs'/ cument NAL E�•����. 3M E DAM BEACH e6w. JSa DMA BEACH, iL 3W FBPE CURT. Of AUTHQiRADRI Ho. mm FL #: F L20100 DATE: 10.03.17 DAB CHK. BY: AG I HFN SCALE: NTS DWG.#: ATR113 SECTION: I G- 6 E 6 UNIT MAX. HEIGHT 77" SASH MAX. HEIGHT 37 Y=" UNII HE UNIT MAX. WIDTH 538, SASH MAX. WIDTH 50 %8' D.L.O MAX. WIDTH 48 Y4" ,.W D j X�, D.L.O. MAX. HEIGHT 34 %" TYPICAL ELEVATION O.A. MAX. HEIGHT 6 108Z" UNIT MAX. HEIGHT 72" SASH MAX. HEIGHT 35" I-- nviiv O.A. MAX. SASH MAX. WIDTH 96Z" WIDTH 45 %" D.L.O MAX. 5 WIDTH 43 %6' G— 6 E 6 MAX. D S �� Al SHT 7 SASH MAX. HEIGHT "X" "X" 41" // // D.L.O MAX. WIDTH 671" _ D.L.O MAX. WIDTH 43 Ya" Ho 6 F 6 5— 6 O.A. MAX. E HEIGHT 6 108Z" UNIT MAX. HEIGHT 72" SASH MAX. D.L.O. MAX. HEIGHT HEIGHT 35" 32 5/s' 1 TYPICAL ELEVATION SINGLE HUNG W/TRANSOM D.L.O. MAX. HEIGHT 38 Y16' B M UNIT MAX. 5 S WIDTH 48" TYPICAL ELEVATION MULLED TWIN SINGLE HUNG UNI HI O.A. MAX. WIDTH 721" c C S K L �� D.L.O. MAX. X I "X" HEIGHT 7 32 �" f� D.L.O MAX. B M SASH MAX. WIDTH 31 i6" S S WIDTH 331516' UNIT MAX. WIDTH 36" TYPICAL ELEVATION TWIN SINGLE HUNG W/ TRANSOM SASH MAX. WIDTH 109" WIDTH 3313/e" D.L.O MAX, WIDTH 311/a' A S 6 6 F MAX. �� of IGHT SASH MAX. I D.L.O. I HEIGHT 7 HEIG 37 V2" 3411 j/ ro g M II UNIT MAX. I TYPICAL ELEVATION MULLED TRIPLE SINGLE HUNG IAX. IT 6 A r I :. 0 6 1' S k. y.G O D 0 R 5 ATRIUM WINDOWS AND DOOR! - AMBASSADOR ROW DALLAS. TEXAS 75247 U w Z m i N ti$ m m 8 O O? z> > 2 � Iu a � a REMARKS BY DATE A-FBC 5th ED.CODE CHANGE SM 06.03.14 3-CERT.AGENCY UPDATE L5 02.27.17 -FBC 2017 CODE CHANGE AG 10.03.17 AND SHALT NOT RE'EPBDDUCED IN WHOLE DR PART mEN CDNs_ of E" D_ OROPS. IDC. ALTERATIONS, ADDITIONS, HIGHDGHTING, DR OTTER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND uT10N. ` Ste•. .; �O ' AL{ENS % NERYES ERO, P.E FLORIDA P.E No 71779 9tYDRlO DROPS NC D98 E. DATA 81AQH 9LW. 1338 DANIA BE_ , J�t101 FHPE'T. OE ADTHORIZATION No. n578 FL #: F L20100 DATE: 10.03.17 DWG. CHK. BY: AR%AG HFN SCALE: NTS DWG. #: ATR 113 SECTION: OF 6" FROM CORNER, TYP. r� 1 6" FROM CORNER, TYP. TZ T 6" FROM CORNER HEAD/SILL, TYP. L 19 MAX. O.0 X ANCHOR LAYOUT SINGLE HUNG -THROUGH FRAME 6" FROM CORNER, TYP. L 14 MAX. O.0 6" FROM CORNER HEAD/SILL, TYP. ANCHOR LAYOUT SINGLE HUNG W/TRANSOM -THROUGH FRAME 6" FROM CORNER HEAD/SILL, TYP. LLLATION ANCHORS H MULL CLIPS PER INSTALLATION NOTES 5-7, ANCHOR LAYOUT SHEET 1. MULLED TWIN SINGLE HUNG - THROUGH FRAME 6" FROM CORNER. TYP- (2) INSTALLATION ANCHORS THROUGH MULL CLIPS PER INSTALLATION NOTES S-7, SHEET 1. 6" FROM CORNER, TYP. 16 MAX. O.C. T 20" MAX 6" FROM CORNER ` �. '1 O.C. 'I HEAD/SILL, TYP. ArIJl 9' I r 0 0 8' S _..A :t. il 0 li R E ATRIUM WINDOWS AND DOORS 9001 AMBASSADOR ROW DALLAS, TEXAS 75247 PH: I214I637-2696 FAl(: IE14I424.6734 U m A. Z IS 03ED Qmsa WZ ~ Z�-o? o �m 3 W y y ED 3 m = V a Lti - Q a REMARKS BY DATE A-FBC 5th ED.CODE CHANGE SM 06,03.14 B-CERT.AGENCY UPDATE LS 02.27.17 C-FBC 2017 CODE CHANGE AG 10.03.17 ANCHOR LAYOUT WIDSIALNOT BE REPRODUCED IN WHOLE OR PANT iTHOUT WRmEN CONSENT OF BUILDING DROPS, INC. ALTERATiDNS, ADUTDONS, HIGHLIGHTING, OR OTHER TWIN SINGLE HUNGW/TRANSOM - THROUGH FRAME AREINGSTDTH5DOCUMENT A PER—EDANo GTLON. S F'l�fp7j��i, 6" FROM CORNER •J:_ O ti 6" 6" HEAD/SILL, TYP. = 7 %// All oo �/ f/ %// %/r /// E• G . ; HERNES %P.E FLORIDA P.E No 7S BUILDIND DROPS, INC 3W E. DANIA BEAOH BLw. ]3E DANIA BEACH, FL FBPE CEMT. DF AUTHORIIAMC44 No. 2957! FL #: F L20100 DATE: 10.03.17 DWG. B CHK. BY: AR AG HFN SCALE: NTS (2) INSTALLATION ANCHORS owG. #: ATR11 THROUGH MULL CUPS PER INSTALLATION NOTES 5-7, ANCHOR LAYOUT SHEET 1. MULLED TRIPLE SINGLE HUNG -THROUGH FRAME G 4" FROM CORNER, TYP. 8" MAX. O.C. 4" FROM CORNER, TYP. �I 8" MAX. ANCHOR LAYOUT SINGLE HUNG -,THROUGH FIN 4" FROM CORNER HEAD/SILL, TYP. 4" FROM CORNER HEAD/SILL, TYP. fo 0� eo 4" FROM CORNER, TYP.� ANCHOR LAYOUT TYP. FOR ALL SINGLE AND DOUBLE MULLED UNITS WITH TRANSOM -THROUGH FIN MULLIO INTERIOR CLIP, TYP, O G WINDOW FRAME, TYP. A" CDr)M CORNER )/SILL, TYP. (2) INSTALLATION ANCHORS THROUGH MULL CLIPS PER INSTALLATION NOTES 5-7, SHEET 1. (2) INSTALLATION ANCHORS THROUGH MULL CLIPS PER INSTALLATION NOTES 5-7, SHEET 1 WINDOW FRAME, TYP. 12" X 1-1/4" X 1/16" GALV. STEEL PLAT EXTERIOR �(6) #8 X 2-1/2" SMS �� ALL MULLION INTERSECTIONS AT EACH PLATE INTO MULLION PLATE DETAIL WINDOW FRAMES (2) INSTALLATION ANCHORS TYPICAL WHEREVER MULLION CLIPS OCCUR THROUGH MULL CLIPS PER INSTALLATION NOTES 5-7, ANCHOR LAYOUT SHEET 1. TYP. FOR TWIN & TRIPLE MULLED UNITS -THROUGH FIN ATRgUM ATRIUM WINDOWS AND DOOR! 9001 AMDASSADOR ROW DALU . TElUS 75247 PH: 1214)637-2696 FAX: 1214)424.6734 u� O Og aC o o �asxa9 W 2 0 Z o m o /fig r= a / a � F- a REMARKS BY DATE A-FBC 5th ED.CODE CHANGE SM 06.03.14 B-CERT.AGENCY UPDATE LS I 02.27.17 110.03.17 C-FBC 2017 CODE CHANGE AG AND SHALL NOT BE REPRODUUD IN WHOLE OR PART DING DROPS, ixC nG, OR OTHER MARRixG6 TO THIS DOCUMENT ARE NOT PERMITTED 'NO ',N lllli/l,2''' DES F. O 1R, �0;<, p tuw S/ONAL�N� N]iMF9 0, P.E RLOEDDA P.E Ro 73T BUEDING DROPS, W 396 E. DANA BEACH BLYD. 133E DANA BFACN, n 1]Of1i FBPE =T. OF AUTIOMZATON N, MM FL #: FL20100 DATE: 10.03.17 DWG. B CHK. BY: AR AG HFN SCALE: NTS DWG. #: ATR113 SECTION: 4 CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN CONCRETE/MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS #8 WOOD SCREW a INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER SEALANT O.A. UNIT BY OTHERS HEIGHT EXTERIOR SEE GLAZING DETAIL 1 Y2" MIN EMBEDMENT INTERIOR VERTICAL SECTION 5 SINGLE HUNG HEAD - 2X WOOD BUCK THROUGH FIN SEE GLAZING DETAIL I � EXTERIOR \d O.A. UNIT / n INTERIOR HEIGHT ' I MIN. EDGE DISTANCE T EXTERIOR 3/6' ITW TAPCON INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN CONCRETE/MASONRY & 1X WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS (OPTIONAL) EXTERIOR FINISH BY OTHERS SEE GLAZING O.A. UNIT HEIGHT INTERIOR SEE GLAZING DETAIL 5 VERTICAL SECTION MEETING RAIL 2 1/2" MIN. EDGE DISTANCE p . 11/4" MIN. EMBEDMENT PERIMETER 1/4" MAX. SEALANT SHIM SPACE BYOTHERS / INTERIOR EXTERIOR O.A. UNIT HEIGHT SEE GLAZING DETAIL rC--� VERTICAL SECTION 5 TRANSOM HEAD - 1X/CONC./MASONRY THROUGH FRAME SEE GLAZING DETAIL D!m!" , .I PERIMETER 1/4" MAX. PERIMETER 1/4" MAX. SEALANT SHIM SPACE SEALANT SHIM SPACE BY OTHERS BY OTHERS e4m F 00 SEALANT OVER SCREW HEAD s ` ° ' a... 11/4" MIN. EXTERIOR FINISH s °• 11/4" MIN. EXTERIOR FINISH -4 . EMBEDMENT BY OTHERS a EMBEDMENT BY OTHERS PRECAST SILL OR CONCRETE/ a. PRECAST SILL OR CONCRETE/ CMU BY OTHERS a' 4 ` . �. - CMU BY OTHERS %6" ITW TAPCON INSTALLATION ANCHOR 16' ITW TAPCON 1 1/2" MIN. EDGE 1 1/2" MIN. EDGE INSTALLATION ANCHOR DISTANCE NOTES: DISTANCE �Q\ VERTICAL SECTIONSHEET 1. SILL ANCHORS ARE FOR FACTORY MULLED UNITS VERTICAL SECTION / 1 ONLY, SEE SHEET3. 5 SILL - PRECAST CONCRETE 2. USE (1) SILL CLIP PER ANCHOR LOCATION. SILL CLIPS 5 SILL - PRECAST CONCRETE THROUGH FRAME ARE TO BE USED IN MINIMUM 141/4" LENGTHS. THROUGH SILL CLIP MRV1�1 8'. 16 0 ii k. 5_.....A i J....J u 0 R ATRIUM WINDOWS AND DOORS 9WI AMBASSADOR ROW DALLAS. TEXAS>6247 RN:1214)637-2696 F- (114)42-734 O v o 0 omm-g- 03 wj u W a ym l7 > m z o Ln z Q LL d REMARKS BY DATE A-FBC 5th ED.000E CHANGE SM 06.03.14 B-CERT.AGENCY UPDATE LS 02.27.17 C-FBC 2017 CODE CHANGE AG 10.03.17 * 7 F ' ..........• Gam# NM 4 A4ro�Exo�e``` F DA P.E No 73 8 B NG DROPS "C SYB F. D— BFACH KW'/ SSB DAMA BEALN, R 3.'100 FBPE mRT. OF AUTHORIZAl10N Na Pe�]8 FL #: FL20100 DATE: 10.03.17 DWG. BY: I CHK. BY: SCALE: NTS DWG.#: ATR113 SECTION: OF7 METAL STUD FRAMING BY OTHERS #10 SELF -TAPPING SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE SHEATHING J BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS 3 THREADS MIN.PENETRATION BEYONDMETAL STRUCTURE 1/4" MAX. SHIM SPACE INTERIOR � SEE GLAZING EXTERIOR DETAIL O.A. UNIT WIDTH HORIZONTAL SECTION 6 SINGLE HUNG JAMB - METAL STUD FRAME THROUGH FRAME 3/4" MIN. EDGE DISTANCE METAL STUD FRAMING 1/4" MAX. BY OTHERS SHIM SPACE #8 SELF -TAPPING SCREW INSTALLATION ANCHOR INTERIOR 3 THREADS MIN. PENETRATION BEYOND METAL STRUCTURE SHEATHING BY OTHERS SEALANT BETWEEN FIN & SHEATHING EXTERIOR FINISH SEE GLAZING BY OTHERS EXTERIOR DETAIL O.A. UNIT —� WIDTH HORIZONTAL SECTION 6 TRANSOM JAMB - METAL STUD FRAME THROUGH FIN 11/4" MIN, CONCRETE/MASONRY BY OTHERS EMBEDMENT SEALANT BETWEEN /�T 1/4" MAX. CONCRETE/ MASONRY & 1X .E31 SHIM SPACE WOOD BUCK BY OTHERS DOOR � IAND INTERIOR 1X WOOD BUCK v' ATRIUM WINDOWS DOOR 9003 AMBASSADOR ROW BY OTH E RS ' OADA6. TEFAs )924) vH: 121d163>-26% FAX: (211)a2a-fi)3a ITW TAPCON INSTALLATION ANCHOR zm E 2 Z CL g 3 a 2 1/2" MIN. ^ G z < a EDGE DISTANCE Lu J z ON OD 3 W SEE GLAZING DETAIL EXTERIOR Z °x o c �a PERIMETER SEALANT w O.A. BY OTHERS a �— UNIT REMARKS BY DATE WIDTH EXTERIOR FINISH A-FBC 5th ED.CODE CHANGE SPA 06.03.14 BY OTHERS HORIZONTALSECTION B-CERT.AGENCYUPDATE LS 02.27.17 C-FBC 2017 CODE CHANGE AG 10.03.11 6 SINGLE HUNG JAMB - 1X WOOD/CONC./MASONRY THROUGH FRAME ANDSHALLNOTIBEREF'ROENJOEDINWHOIBORIANI 1OUTWRrtTENCDNSEENT OF BUILDING DROPS,I— 11/2" MIN. CONCRETE/MASONRY BY OTHERS EMBEDMENT OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND "" SEALANT ETWEENN2FFEU f,Ileii 1/4" MAX. CONCRETE/ MASONRY & 2X .�%%`�ES F. o SHIM SPACE WOOD BUCK BY OTHERS�QO% INTERIOR 2X WOOD BUCK BY OTHERS D SCREW INSTALLATION ° ANCHOR •........... Gam? `z. �N�```` —� A LP. "F a 3/411MIN. L DDAP NA73 DROM INC 1 EDGE DISTANCE 3°8 E. o�18" K`p 3° DANNA BEACH• FL FBPE MT. OF AUTlIOIRAIIp! Nu M73 FL #: FL20100 SEE GLAZING DATE: 10.03.17 DETAIL EXTERIOR PERIMETER SEALANT DWG. B CHK. BY: O.A. BY OTHERS AR AG HFN �-- UNIT EXTERIOR FINISH SCALE: NTS WIDTH BY OTHERS DWG.#: ATR113 �� HORIZONTAL SECTION SECTION: 6 TRANSOM JAMB - 2X WOOD BUCK THROUGH FRAME 8 X 2 Y2" SCREWS THROUGH BOTH RAMES (OFFSET) AT 4" FROM ENDS & 3" O.C. THEREAFTER SEE GLAZING DETAIL EXTERIOR (HORIZONTAL SECTION 7 1/2" VERTICAL MULLION NOTE: GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. EXTERIOR HORIZONTAL SECTION 7 1 1/4" VERTICAL MULLION (OPTIONAL) GLAZING SILICONE #8 X 2 Y2" SCREWS THROUGH BOTH FRAMES (OFFSET) AT 4" FROM ENDS & 27" O.C. THEREAFTER INTERIOR Y2" GLASS BIT / EXTERIOR Y� O.A. INSULATED GLASS GLAZING DETAIL 8 X 2 %" SCREWS THROUGH BOTH RAMES (OFFSET) AT 4" FROM ENDS & 3" O.C. THEREAFTER SEE GLAZING DETAIL TERIOR 3LAZING UL (X) VERTICAL SECTION 7 1/2" HORIZONTAL MULLION #8 X 2 Y2" SCREWS THROUGH BOTH FRAMES (OFFSET) AT 4" FROM ENDS & 27" O.C. THEREAFTER ITERIOR GLAZING %IL VERTICAL SECTION 7 1 1/4" HORIZONTAL MULLION (OPTIONAL) A�q JQL 1 L W i Y D 0 1EJm W S :i: B L: n 4TRIUM WINDOWS AND DOORS 9 l AMBA l-N ROW DALV ,Tl-75247 PH:(214)111-1— FAR:(2141424-03A Fa Z ^ E o z o� �<e z Z a W2 a po<= C7 2 0 z 'a /Q a � � a � REMARKS BY DATE k-FBC Sth ED.CODE CHANGE SM 06,03.14 i-CERT.AGENCY UPDATE LS 02.27.17 :-FBC 2017 CODE CHANGE AG 10,03.17 �TrEu coxs�ntor eunnirvcLonoasAinc. HI�Nu�"TIND. DR OTHER MARI(INGS TO THIS DOt MpNTIRE`NO MATTED AND F. * 7 *_ =v T41 T }cY' IONAL,tt��� HElo� 4! �OR�O` P`E FLORR)A P.D No 71 C BUILDING DROPS, `D- 3BB E N. BPAU1 BLVD. / 33B DAHIA BEAQ1. FL ]30D4 FBPE OEAT. OF AUTHpEZAIiDN N> 20.578 FL It: FL20100 DATE: 10.03.17 DI CHK. BY: U7AG HFN SCALE: NTS DWG. #: ATR113 SECTION: OF 7 3/18/2018 I Florida Building Code Online BCIS Home Log In 1 User Registration s Hot Topics ? Submit Surcharge Stats & Facts ; Publications FBC Staff BCIS Site Map Links ' Search F©r;�a P Product Approval -USER: Public User r'�r Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 20472 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 Sanrrh Racultc _ Annlirntinnc FL# Type Manufacturer Validated By S atus FL20472-R1 Revision Atrium Windows & Doors I Category: Windows Subcategory: Horizontal Slider National Accreditation & Management Institute j Approved (804) 684-5124 History -rPProvea Dy vorn. Npprovais Dy uorn snap De reviewea ana raanea Dy me ruu ano/or me t-ommission it necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. gopy_ ight 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: MMME9E St`.t?ti I'l.i 4 ,li Iz t:}t IEa'" https://www.floridabuilding.org/pr/pr_app_lst.aspx 1 /1 3/18/2018 ' ` Florida Building Code Online 3 x'Si i i a 9+ n, BCIS Home Log In User Registration Hot Topics ', Submit Surcharge ' Stats &Facts Publications FBC Staff BCIS Site Map Links Search I i` da Product Approval "T , ''USER: Public User _..__... .:,.r.. Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL20472-R1 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Atrium Windows & Doors Address/Phone/Email 300 Welcome Center Blvd. Welcome, NC 27374 (336) 731-9312 tsmith@atriumwindows.com Authorized Signature Thomas Smith tsmith@atriumwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkQOd1tHW9fflTfKPLhuwdLj%2f2%2bxitggMA%3d%3d 1/3 3/18/2018 ' Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 1 Model, Number or Name 20472.1 ; Series 120/130 01/18/2018 01/19/2018 01/25/2018 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, ATR116, and Product Evaluation Report, PER5458, for product sizes, design pressures, installation requirements, and limits of use. 20472.2 ; Series 120/130 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions drawing for product sizes, design pressures, installation requirements, and limits of use. 20472.3 j Series 451/461 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: See Installation Instructions drawing for product sizes, installation requirements, and limits of use. 20472.4 Series 65/265 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: See Installation Instructions, ATR060, and Product Evaluation Report, PER4301, for product sizes, installation requirements, and limits of use. Description Horizontal Sliding Window Certification Agency Certificate FL20472_Rl_C_CAC_N1213078.03 120.130 HS D5172.Q pdf FL20472_R1_C_CAC_NI013078.04 120.130 HS D5172.21.pdf FL20472_R1_C_CAC _NI013078.05 120.130 HS D5172.01.pdf FL20472_R1_C_CAC _NI013078.06 120.130 HS D5172.01.pdf FL20472_Rl_C_CAC_NI013078.07 120.130 HS D5172.01.pdf FL20472_R1_C_CAC_NI013078.08 120.130 HS D5172.0l.pdf FL20472_R1_C_CAC _NI013078.09 120.130 HS D5172.0l.pdf FL20472_R1_C_CAC _NI013078.10 120.130 HS D5172.01.pdf Quality Assurance Contract Expiration Date 03/31/2018 Installation Instructions FL20472_R1_II_ATR116 SS 2018-01-09.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL20472_R1_AE_PER5458 SS 2018-01-09.pdf Created by Independent Third Party: Yes Horizontal Sliding Window Certification Agency Certificate FL20472_R1_C_CAC _NIO13078 120.130 HS C6700.0l.pdf FL20472_R1_C_CAC_NI013078.01 120.130 HS C6703.01.pdf FL20472_R1_C_CAC_NI013078,02 120.130 HS C6703.01.pdf Quality Assurance Contract Expiration Date 03/31/2018 Installation Instructions FL20472_R1_II_ADW-01 120-130. pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Horizontal Sliding Window Certification Agency Certificate FL20472_R1_C_CAC_NIO13079 451.461 HS D4153.01.pdf FL20472_R1_C_CAC _NI013079.01 451.461 HS D4153.01.0f Quality Assurance Contract Expiration Date 03/31/2018 Installation Instructions F 204 _RI_U_ADW-08 451 461 HS Fin Installation. Off Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Impact Horizontal Sliding Window Certification Agency Certificate FL20472_R1_C_CAC_NI012956.03 65 265 HS Impact D2519.0l.pdf Quality Assurance Contract Expiration Date 12/31/2019 Installation Instructions FL20472_R1_II_ATR060 SS 2016-05-09.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL20472_R1_AE_PER4301 SS 2016-06-09.pdf Created by Independent Third Party: Yes 20472.5 I Series Horizontal Sliding Window €8100/1100/3100/10/1000/200 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate FL20472_R1_C_CAC NIO13080 8100-1100-3100-10-1000- 200 HS D9514.O1.Rdf FL20472_R1_C_CAC _NI013080.01 8100-1100-3100-10- https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsJ9a49YAgXJkQOdltHW9fflTfKPLhuwdLj%2f2%2bxitggMA%3d%3d 2/3 3/18/2018 Florida Building Code Online Design Pressure: +30/-30 Other: See Installation Instructions drawing for product sizes, installation requirements, and limits of use. 20472.6 1Series 8900/90/8000/1800/3900 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, ATR117, and Product Evaluation Report, PER5464, for product sizes, design pressures, installation requirements, and limits of use. 1000-200 HS D9514.01.pdf Quality Assurance Contract Expiration Date 03/31/2018 Installation Instructions FL20472_R1_II_ADW-08 8100-1100-3100-10-1000-200 H S. pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Horizontal Sliding Window Certification Agency Certificate F 2 472_RU_C_CQC_NI012955 8900 HS B8807.0l.pdf FL20472_R1_C_CAC_NI012955.01 8900 HS B8807.01.pdf FL20472_R1_C_CgC_NI012955.02 8900 HS B8807.01.pdf FL20472_R1_C_CAC_NI012955.04 8900 HS B8808.01-801- 47. pdf Quality Assurance Contract Expiration Date 12/31/2019 Installation Instructions FL20472_R1_II_ATR117 SS 2018-01-09.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL20472_R1_AE_PER5464 SS 2018-01-09.pdf Created by Independent Third Party: Yes [Ed ?dexi Contact Us :: 2601 Blair Stone Road, 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: ME 0 RN hse_ IM https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkQOditHW9fflTfKPLhuwdLj%2f2%2bxitggMA%3d%3d 3/3 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR 15 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 OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF i1/2 INCH 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 SHI MIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE #SO WOOD SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 3/4 INCH MINIMUM EMBEDMENT. 7. THROUGH FRAME: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE #10 GR. 5 SELF TAPPING SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 8. THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 9. THROUGH FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE #8 GR. 5 SELF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 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 GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSI. E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 18 GA. WALL THICKNESS. F. ALUMINUM- MINIMUM ALLOY 6063-T5. MINIMUM WALL THICKNESS OF 1/16"(0.0625"). ATRIUM CORPORATION SERIES 1201130 HORIZONTAL SLIDER GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT IRC/IBC AND CURRENT FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • AAMA/WDMA 101/1.5.2/A440-05/08 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A 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 IN NON-HVHZ AREAS. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE CURRENT FBC. 8. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAIL. 9. ALL SILL PENETRATIONS (WHETHER OR NOT FILLED WITH AN INSTALLATION ANCHOR) ARE TO BE OVER SEALED WITH AN APPROPRIATE SILICONE SEALANT. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 C GENERAL & INSTALLATION NOTES 2 C ELEVATIONS 3 C ANCHOR LAYOUTS 4 C VERTICAL SECTIONS & GLAZING DETAIL S C HORIZONTAL SECTIONS MAX O.A. SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 74" SO" XO +/-SO PSF NON -IMPACT 74" 63" XO +/-35 PSF NON -IMPACT 108" 10" XOX +/-50 PSF NON -IMPACT 108" 63" XOX +/-30 PSF NON -IMPACT ATRIUM WINDOWS AND DOORS u � = E cc o Y; s a" s W Z Q A OOC m N Q . 1D Z E 2 1 nZ Q o am y; W Z W W cc m �cc 3 m a /Qw ? a REMARKS BY I DATE A-FBC Sth ED.CODE CHANGE SM 06.03.14 B-74"X63"DP REVISION SM 06.03.14 C-FBC 2017 CODE CHANGE I AG 110.03.17 All IlAll 'IT 11 vHo�r OR vgxT ITHOUT WA _H CON".T 0 . OIHC. ALTERATIONS, ADDITIONS, HIG NINE, OROTNE. gRNS TO THIS DOCHIENr EO ANO Digitally Sig edgbryyoyyuH��c{{eTTa�Jrlc FnNorero, P.E Reason: I alrtr3ddrbbhhf 4Aacument v �TAT r � ///�� IOI..NALIE�G� N'EM/E3 5' A 'lw P`E. fLOPoOA — He 7a WLCIHD DROPS, INC JiB E DANIA 13 A BLVD. / M DANIA LACH. FL SltlO+. FBPE MT. OF AUTHORIZATION Ho. "57e FL It: FL20472 DATE: 10.03.17 DI CHK. BY: A7AG HFN SCALE: NTS DWG.#: ATR116 I UNIT MAX. WIDTH 74" SASH MAX. D.L.O MAX. WIDTH 36" WIDTH 33 A C 4 4 '01 Ew S UNIT MAX. D.L.O. MAX. HEIGHT D "X" HEIGHT 63" G 577/ SASH MAX.5 q HEIGHT 60 3/a' TYPICAL ELEVATION OX CONFIGURATION UNIT MAX. WIDTH 74" SASH MAX. D.L.O MAX. WIDTH 36" WIDTH 33 Y" A C a a 5 G UNIT MAX. D 5 D.L.O. MAX. HEIGHT 5 "X" "O" HEIGHT 50" 45" SASH MAX. HEIGHT 7 �j �j 47 %4" B TYPICAL ELEVATION OX CONFIGURATION UNIT HEIi 6. UNIT MAX. WIDTH 108" SASH MAX. _ D.L.O MAX. _ WIDTH 35 %16° WIDTH 32 A C 4 4 F Ka�) MAX. D 3HT 3„ 5 SASH MAX. HEIGHT 601V16" oo „X" fo 0/ D., G 5 vo Al 4 4 TYPICAL ELEVATION XOX CONFIGURATION D.L.O. MAX. HEIGHT 5715/ls' UNIT MAX. WIDTH 108" SASH MAX. D.L.O MAX. WIDTH 35 %" WIDTH 321Y,6" A C a a 5 All UNIT MAX. 0 S D.L.O. MAX. HEIGHT "X" "O" "X" HEIGHT so" 451/16" SASH MAX. HEIGHT 47 Y," I I // B TYPICAL ELEVATION XOX CONFIGURATION �3 Al um ATRIUM WINDOWS AND DOORS — AMRA55ADOH ROW DPLN . TEXA575247 PH: 1214)6372696 FAX: (214)42-734 U I Z m 6 s w aN$m^ Q a Z x h Z < Q -5 m w 3 m 2 0 /Q w a a REMARKS BY I DATE 4-FBC 5Lh ED.CODE CHANGE SM 06.03.14 3-74"X63"DP REVISION SM 06.03.14 110.0117 --FBC 2017 CODE CHANGE AG M E. DAMA BEALN BLw. 13e DAmA BEAM R = FBPE MT. OF AUTHORIZATION Ho. 29576 FL #: FL20472 DATE: 10.03.17 DWG. B CHK. BY: AR AG HFN SCALE: NTS DWG.#: ATR116 6" FROM CORNER, TYP. }T� I 20" MAX. O.C. 2" FROM CORNER, TYP. 8" MAX. O.C. 20" MAX. 6" FROM CORNER O.C. �y HEAD/SILL, TYP. 6" FROM CORNER TYP to/ l. �ol ANCHOR LAYOUT OX CONFIGURATION -THROUGH FRAME ANCHOR LAYOUT OX CONFIGURATION - THROUGH FIN 2" FROM CORNER HEAD/SILL, TYP. 2" FROM CORNER, TYP. 8" MAX. O.C. 1Z I 20" MAX. O.C. 20" MAX. 6" FROM CORNER O.C. HEAD/SILL, TYP. Ao X„ l it ANCHOR LAYOUT XOX CONFIGURATION - THROUGH FRAME ANCHOR LAYOUT XOX CONFIGURATION -THROUGH FIN 2" FROM CORNER HEAD/SILL, TYP. 1211, AllJAI ATRIUM WINDOWS AND DOORS 90Bl AMBASSADOR Row DALLAS, TEXAS 75247 PH: 1214)6372696 FAX: (214)424.6734 U Z C cnO F pa a g o ON Z c W O `omn� x V W m O a<& 1- m o a REMARKS BY DATE A-FEC Sth ED.CODE CHANGE SM 06.03.14 3-74"X63"DP REVISION SM 06.03.14 =-FBC 2017 CODE CHANGE AG 10.03.17 HISDO ANO SHALLNOTBE REPRODUCE -OUTN CONSENT BATONS,, ADDITIONS, MARKINGS HIS_ENT NIAERLATE OUR W HOLE OR PARTn OF BUIIDING DROPS, INL NIGNIIGHONG, OR OTHER ARE NOT PERMITTED AND CERTIFICATION. O :������ •� •Pow: =v•. TT � �O�F�`� NAL 30 E. DAMA BEAOE &W, / 338 DANIA MACH. R 33004 iHPE CFRT. w AUTHMiEAMON - mm FL #: FL20472 DATE: 10.03.17 DWG. B CHK. BY: AR AG I HFN SCALE: NTS DWG. a: ATR116 SECTION: OF S CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN CONCRETE/MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS #8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER SEALANT O.A. UNIT BY OTHERS HEIGHT EXTERIOR 6" ITW TAPCON INSTALLATION ANCHOR CONCRETE/MASONRY 1" MIN EMBEDMENT BY OTHERS SEALANT BETWEEN \ CONCRETE/MASONRY & 1X WOOD BUCK BY OTHERS P. Ya" MIN. EDGE 1X WOOD BUCK BY OTHERS DISTANCE EXTERIOR FINISH BY OTHERS SEE GLAZING DETAIL A VERTICAL SECTION 4 HEAD - 2X WOOD BUCK THROUGH FLANGE SEE GLAZING DETAIL SEALANT BY OTHERS, O.A. UNIT 1 SEE GENERAL NOTE #9, SHEET 1 HEIGHT PERIMETER 1/4" MAX. SEALANT r SHIM SPACE BY OTHERS + °• i l/4" MIN. EXTERIOR FINISH EMBEDMENT BY OTHERS PRECAST SILL 4`, OR CMU BY OTHERS 316" ITW TAPCON 1 1/2" MIN. EDGE INSTALLATION ANCHOR DISTANCE B VERTICAL SECTION 4 SILL - PRECAST CONCRETE THROUGH FRAME 1 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT PERIMETER 1/4" MAX. SEALANT SHIM SPACE O.A. UNIT BY OTHERS HEIGHT I w SEE GLAZING DETAIL VERTICAL SECTION 4 HEAD -1X BUCK/CONCRETE/MASONRY THROUGH FRAME GLAZING TAPE EXTERIOR I Y2° GLASS \ u BITE Y411 O.A. INSULATED GLASS GLAZING DETAIL NOTE: GLASS TYPE & THICKNESS SHALL COMPLY WITH ASTM E 1300 GLASS CHARTS. 1` n' "a its :is a ,'lfak11.5 ATRIUM WINDOWS AND DOORS - AMNASSADON NOW DALLAS, TEXAS 76147 PH:(214)637-26% EAX:(214)424-6734 um ?^ o E CC o 0 W d" m� o Lp Z cc N Z imp <g H y W p 3 yo O G a DO o u s �a w F a F � REMARKS I BY tD7TE A-FBC S[h ED.CODE CHANGE SM 06.03.14 B-74"X63"DP REVISION SM 06.03.14 C-FBC 2017 CODE CHANGE I AG 110.03.17 w"OLE aN PANT NNOUT wNITTEN CONSENT OF BUILDING DROPS, INC. nnO,MITFED N rwANXINc soaurURCERnc mP6RL41nEO ANo THIS OUR CENnElanon. `* 7 *� o P • : 4 •. R NA1 .1-11% ` M E. DANIA BEAOI K . 3M DANIA REACH. FL 3W iHPE CEAT. OR ALiHgNZAl10N Na. 2N378 FL #: FL20472 DATE: 10.03.17 DWG. BY- CHK. BY: AR AG HFN SCALE: NTS DWG.#: ATR116 SECTION: OF 5 3 THREADS MIN. PENETRATION BEYOND METAL STRUCTURE _ METAL STUD FRAMING 1/4" MAX. BY OTHERS SHIM SPACE #10 SELF -TAPPING SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE �o SHEATHING —/ BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT O.A. BY OTHERS UNIT WIDTH HORIZONTAL SECTION 5 OPERABLE JAMB - METAL STUD FRAME THROUGH FRAME 3/4" MIN. EDGE rDISTANCE METAL STUD FRAMING 1/4" MAX. BY OTHERS SHIM SPACE #8 SELF -TAPPING SCREW INSTALLATION ANCHOR THREADS MIN. PENETRATION BEYOND METAL STRUCTURE SHEATHING BY OTHERS SEALANT BETWEEN FIN & SHEATHING SEE GLAZING EXTERIOR FINISH DETAIL BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 5 FIXED JAMB - METAL STUD FRAME THROUGH FLANGE 1 1/2" MIN. CONCRETE/MASONRY BY OTHERS EMBEDMENT SEALANT BETWEEN 1/4" MAX. CONCRETE/ MASONRY & 2X SHIM SPACE WOOD BUCK BY OTHERS w I ..z , w 's ;;x , x 2X WOOD BUCK ATRIUM WINDOWS AND DOORS BY OTHERS 9001 AMBASSADOR ROW DALLAS. TEXAS 75247 r #10 WOOD SCREW INSTALLATIOPH (214)fi3L2696 TAXai 4)424-6734 ANCHOR um z _ZW � z4 mm o %4"MIN. F�r,^2G �� ° G ='z �Ss ' EDGE DISTANCE o 'WX' m Asa ^l Qz Z�_o W 2� o m OO z ZOo 3 PERIMETER SEALANT li a < O.A. BY OTHERS a �— UNIT REMARKS BY DATE WIDTH EXTERIOR FINISH A-FBC5thED.CODECHANGE SM 06.03.14 BY OTHERS HORIZONTALSECTION B-74"X63"DPREVISION 5M 06.03.14 C-FBC 2017 CODE CHANGE AG 10,03.17 SOPERABLE JAMB-2X WOOD BUCK THROUGH FRAME ANDSHALI NOT WIT THOUT ,LTUAUTX'S, MARKINGS TO THIS BE REPRODUCED WNOLE OR'A11 FN CONSENT DF BUILDING DROPS, INC. ADDITIONS, MIGHUGIDIG, OR OTHER DOCUMENT ARE NOT PERMITTED AND HORIZONTAL SECTION MEETING STILE D88 E DANA 5EA01 BL`A. 1 3]8 OANA 8FA0R, R 1]OOi FBRE OERT. OF AUIHORI2ARON Na 28578 FL p: FL20472 DATE: 10.03.17 DWG. BY: CHK. BY: AR AG HFN SCALE: NTS DWG. a: ATR116 SECTION: OF 5 3/18/2018 Florida Building Code Online BCIS Home Log In ; User Registration Hot Topics s_ Submit Surcharge Stats & Facts ? Publications FBC Staff ! BCIS Site Map I Links j SSearch 8 P r Product Approval db 'USER: Public User 'wkk? Product Approval 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 Canrrh Racultc - Annliratinnc FL# Type Manufacturer Validated By. i Status FL11646- Revision Atrium Windows & Doors National Accreditation & Management Approved R9 ; Category: Exterior Doors Institute History i Subcategory: Sliding Exterior Door (804) 684-5124 1Assemblies_ € -Approve(] Dy Utsrn. Approvals Dy Unrn snan oe reviewea ana rauneo Dy me vuu ano/or me L.ommission it necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. apyright 2007-2013 State of Florida.:: EELyjUy 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: St:CttClt4 https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 3/18/2018 Florida Building Code Online FL # FL11646-R9 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 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/prlpr_app_dtl.aspx?param=wGEVXQwtDgsQFc5K%2fFrZeBD6KuZ3UWwypZxHVGROizLkjIF7mkEjgA%3d%3d 1/3 3/18/2018 Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 01/10/2018 01/18/2018 FL # Model, Number or Name _....__..__..._.__... Description .... W............ .......... ......... ..__........_._............ --- _.... .... W..__... _......._...._........__.--- ..... ..... ........... ............... _.._.-.................. ... _........ ... ............................. __._..................._............_....... _.......... _-__...__.._........._..... _............. -._.... 11646.1 i 311/312/378 Sliding Glass Door _... ...._.......i 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 Certification Agency Certificate Approved for use in HVHZ: No FL11646_R9_C_CAC _NIO13248 311 312 378 SGD Approved for use outside HVHZ: Yes D0985.01.pdf Impact Resistant: No FL11646_R9_C_CAC 311 312 378 SGD _NI013248.01 t D0985.0l.Rdf Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with FL11646_R9_C_CAC 311 312 378 SGD _NI013248.02 D0986.Ol.pdf the FBC. All frame components are fabricated from extruded i vinyl (PVC). FL11646_R9_C_CAC 311 312 378 SGD _NI013248.03 D2326.01. pdf FL11646_R9_C_CAC _NI013248.04-Rl.pdf FL11646_R9_C_CAC _NI013248.05-Rl.pdf FL11646_R9_C_CAC _NI013248.06-Rl.pdf FL11646_R9_C_CAC _NI013248.07-Rl.pdf Quality Assurance Contract Expiration Date 06/30/2018 1 Installation Instructions FL11646_R9_II_ATR023 SS 2017-01-17.pdf Verified By: Hermes F. Norero FL PE #73778 i Created by Independent Third Party: Yes j 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-R40 72 x 96 (388), SD-R50 72 x 82 (388), SD-1150 71 x ............... .._....__.............._.._.....____.._..._........._.........._...._.._...._. 96 (332), SD-R50 95 x 80 (332) ..._..................._......_...__.._.........__._...._........ _._..._................ ........ ___.__.................._..__.._..__.._..___..._.._........_..........._._,,..__....._,.....,..f ..................___...._._._..................__......_....__._i._........_.................. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11646_R9_C_CAC _NI013250.01-Rl.pdf Approved for use outside HVHZ: Yes FL11646_R9_C_CAC_NI013250.02-R1.pdf Impact Resistant: No R1. _QiK_NIQ13250.03-RI.pd Design Pressure: N/A FL11646_&9_C=AC_NI013250-Rl.pdf Other: All doors shall utilize safety glazing in accordance with FL11646_R9_C_CAC _NI013252.01-Rl.pdf the FBC. All frame components are fabricated from extruded FL11 46_RRg_C_CA-C_NI013252.02-Rl.pdf I E vinyl (PVC). FL11646_R9_C_CAC _NI013252.03-Rl.pdf !� FL11646_Rq_C_CAg;_NI013252-R1.pdf Quality Assurance Contract Expiration Date 02/28/2020 i Installation Instructions FL11646_R9_II_ATR025 SS 2016-10-20.pdf 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 i Created by Independent Third Party: Yes .............. . _...................... ....................._....__._-_..:_........................._....f.._._..__............_..__.._.._..........._....................._...............____..._. 1646.3 4000/R4000 Sliding Glass Door, HP, ,_.__...._.............._......____................. ..._.^ ......__..__._._.._..._.........-........... SD-R45-1829x2032 (72x80) XO, SD-R20 2438 x 2438 (96 x III XO 96) XO, SD-R30 1829 x 2438 (72 x 96) XO Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL11646_R9_C_CAC _NI011440.01-R1 4000 R4000 SD Approved for use outside HVHZ: Yes C3400.01-801-47.pdf Impact Resistant: No I FL11646_R9_C_CAC_NI011440.02 Rl 4000 SD D2325.Ol.pdf i Design Pressure: N/A FL11646_R9_C_CAC _NI011440.03-R1 4000 SD D2325.01.pdf 1 Other: All doors shall utilize safety glazing in accordance with Quality Assurance Contract Expiration Date the FBC. All frame parts are fabricated from 6063-T5 extruded 10/31/2018 i aluminum. Installation Instructions FL11646_R9_II_ADW-01 4000 SD HP Installation j Instruction.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: j Evaluation Reports Created by Independent Third ...._.............................................. _.............__...____.._..._...................................._................_ : — 116444 4000/R4000 Sliding Glass Door, SD-R25-1829x2032 (72x80) XO Standard, XO i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11646_R9_C_CAC _NIO11440-R1 4000 R4000 SD Approved for use outside HVHZ: Yes i C3400.01-801-47.pdf I Impact Resistant: No j Quality Assurance Contract Expiration Date i Design Pressure: N/A i 10/31/2018 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeBD6KuZ3UWwypZxHVGROizLkjIF7mkEjgA%3d%3d 2/3 3/18/2018 ' 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 TS extruded FL11646_B9_II_ADW-01 4000 SD STD Installation aluminum. Instruction.pd I Verified By: National Accreditation & Management Institute ' Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Qopyrigh_t_2007-2013 State of Florida.:: Privacy tatement :: 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(i), 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: Rig IM https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeBD6KuZ3UWwypZxHVGROizLkjIF7mkEjgA%3d%3d 3/3 IN5TALLATION 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 "/2 INCH 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. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR NAIL FIN: WOOD BUCK: USE #8 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 #8 TEK SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 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 11/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. B. FOR THRU FRAME:CONCRETE/MASONRY: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4 INCH MINIMUM EMBEDMENT 9. FOR THRU FRAME: STEEL STUD: USE #10 TEK SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 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 15 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 GRAVITY OF 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 K51. MINIMUM WALL THICKNESS OF 33 MILS. (20 GUAGE) ATRIUM CORPORATION 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/CSA101/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 15 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 6 GENERAL NOTES 2 C ELEVATIONS 3 C ANCHORLAYOVT5 4 C VERTICAL SECTIONS 5 C HORIZONTAL SECTIONS d GLAZING DETAL DESIGN PRESSURE RATING SIZE DESIGN PRESSURE CONFIGURATION MIS5ILE 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" +35.0 / -35.0 PSF 75.75" X 95.5" +30.0 / -30.0 PSF 72" X 82" " +35.0 / -35.0 PSF -UNI 1 U tJ MLU NVM Rti Nr URGtMENT5, ALL OTHERS USE STEEL Digitally signed by Hermes F. Norem, P.E. Reason: I am approving this document Date: 2017.01.17 00:26:33-05'00' 300 WELCOME CENTER RLVD. WELCOME. W 27374 PH: (214) 637-2696 FX:(214)424-6734 m Ix O O m � Z ki # c v1a$ M N O O Z Q^ < Q� t9 r1 < w N Z CD C 2 k Z w LL Qm e J a m-1 H G m U) U � '< m a U Q /.:.:1 a d w '0 LLi m af m 2 CL F a R6 o N q ~ o N O p rT O W W Z LU kb O Z a Z = p F-{ o v W Z V) 40 Z V U p w V) O LU 1V LU LU ON ILL ~ r to m m W LL V i O' )milli 3;' LO 16 v) m Z v) Q N Z N Y LL Q (- ON�Z DWG # 1 of 5 72. N D HE 95.63" MAX. DOOR WIDTH ELEVATION TYPICAL 75.75" MAX. DOOR WIDTH �33.615" MAX. D.L.O. WIDTH H "e_ 5 5 5 88,375" E MAX. D.L.O, r HEIGHT � A � a ELEVATION n TYPICAL E 72.00" MAX. DOOR WIDTH 36,75" MAX. D.L.O. WIDTH — — B C 4 4 y// D 79.50" 82.00" 5 MAX. MAX. DOOR DOOR HEIGHT HEIGHT ------------ ELEVATION TYPICAL 74.75" MAX. D.L.O. HEIGHT 0.8125" O.A, INSULATED GLASS _ GLAZING TAPE Z � � GLASS BITE MAX. MAX. \ I 1 DOOR HEIGHT GLAZING DETAIL NOTES: 1. GLASS THICKNESS AND TYPE MAY VARY PER A5TM E 1300 REQUIREMENT GLA55 CHARTS. 2. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN THE CURRENT FBC. 300 WELCOME CENTER BLVO. WELCOME, NC27374 PH:(214)637-2696 F%:'214)424-6734 m � � m m m � a a om �1n ZO r a=� z ( w "= LL Z w Q M H � w H = T Q W m < m a N pp Lu Z < rn Z rn W < n ,c �m < W d1 Y d R W at m a o_ h < CO O N O ~ 0 0 0 Ol 0 Zkn LL W O Z H Z O Z Q W Z H Lu 0 0 Of Ou p LU Lu Lu O w F- W C U a' '11111 W u; a N 3 S S U Z .. 21 U DWG #: ATR023 SHEET: 2 OF rJ 3/4" MIN. 6.3 2X WOOD FRAME EDGE DISTANCE AIRgUM BY OTHERS . 3/4" MIN #10 PAN HEAD WOOD SCREW #10 TEK SCREW SHEATHING INSTALLATION ANCHOR EDGE INSTALLATION ANCHOR BY OTHERS DISTANCE 300 WELCOME CENTER BLVD. EXTERIOR FINISH EXTERIOR FINISH WELCOME. NC 27374 BY OTHERS BY OTHERS THREE(3)THREADS PH: (214)637-2696 FX:(214)424-6734 1 1/2" MIN. EMBEDMENT MIN. PENETRATION m PERIMETER CAULK PERIMETER CAULK BEYOND STEEL STRUCTURE cc BY OTHERS BY OTHERS o Z d �>� O J m < 1/4" MAX. 1/4" MAX. N < m I SHIM SPACE SHIM SPACE Lbw^ Z i LL H c� a p Q Q O.A. O.A. m Q p Z H d DOOR EXTERIOR DOOR EXTERIOR > x m w o a HEIGHT I ) HEIGHT I ^ ) w �] m SEE GLAZING SEE GLAZING w DETAIL DETAIL Q 0 0 0 INTERIOR p o 0 INTERIOR g VERTICAL SECTION C VERTICAL SECTION Z wk.b Z W 4 2X WOOD FRAME - HEAD 4 STEEL STUD FRAME -HEAD O Z = v Q O v w w p O EXTERIOR SEE GLAZING H O OQ DETAIL w V) o w H w O EXTERIOR / \ / \ INTERIOR CL p O.A. ( Co v w O.A. ( INTERIOR DOOR \ LlM HEIGHT \ HEIGHT SEE GLAZING 0 DETAIL 0 SEALANT OVER 0 Q SCREW 1/4" MAX. 1HIM SPACE /4" MAX. t •....,....,•• k SHIM SPACE z p PERIMETER CAULK BY OTHERS 3/4" MIN. - c.?�„ :d EDGE DISTANCE PERIMETER SEALANT EXTERIOR FINISH �'d�•. F ':'< BY OTHERS 1 1/4" MIN. BY OTHERS EMBEDMENT #8 PAN HEAD WOOD SCREW PRECAST SILL " +:: INSTALLATION ANCHOR 1�n1� SHEATHING V) m Z J BY OTHERS 2 1/2" MIN. EDGE 3/16" ITW TAPCON BY OTHERS 2X WOOD FRAME 11/2" MIN. o N 3 _ = InZ DISTANCE INSTALLATION ANCHOR BY OTHERS EMBEDMENT p v q VERTICAL SECTION VERTICAL SECTION DWG#: 4 CONCRETE - SILL 4 2XWOOD FRAME -SILL ATR023 ALTERNATE FIN INSTALLATION (TYP.) SHEET: 4 OF 5 2X WOOD FRAME BY OTHERS #10 PAN HEAD WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS INTERIOR SEE GLAZING ' DETAIL r= -1 1/2" MIN. EMBEDMENT 1/4" MAX ACE I� EXTERIOR 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 ��-- O.A. DOOR WIDTH 5 HORIZONTAL SECTION INTERIOR SEE GLAZING DETAIL Liu \ — SEE GLAZING \ — SEE GLAZING EXTERIOR T_ DETAIL EXTERIOR DETAIL F HORIZONTAL SECTION HORIZONTAL SECTION 5 MEETING STILE 5 MEETING STILE ALUMINUM REINFORCEMENT STEEL REINFORCEMENT NOTE: FOR USE WITH PANEL SIZES NOTE: CAN BE USED WITH ALL PANEL SIZES UP TO 37.125" X 79.6875" WITH A DESIGN PRESSURE OF 35 PSF 2 1/2" MIN. EDGE DISTANCE 3/16" ITW TAPCON INSTALLATION ANCHOR SEE GLAZING DETAIL 1X WOOD BUCK BY OTHERS (OPTIONAL) EXTERIOR EXTERIOR FINISH BY OTHERS O.A. DOOR WIDTH PERIMETER CAULKBY OTHERS HORIZONTAL SECTION 5 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 THREE (3)�THREADS - MIN.PENETRATION BEYOND STEEL STRUCTURE �_3/GE DISTANCE HORIZONTAL SECTION 5 STEEL STUD -JAMB ALTERNATE FIN INSTALLATION (TYP.) 3W WELCOME CENTER SLVD. WELCOME, NC 27374 PH: (214) 637-2696 FX:(214) 424 6734 M � Z p p N m # 0 m��F moo � Q J l9 � = IJL •Q.• Z p J x Z w Q LL m��� T p coJQm < 'o ~ Z Q In a: Lu D Q H rn ti 'x m�Q Y r Lu m ix d m LLUU F- Q ., 0p o v N 0 .� 0 p N o 0 U% Lu O Z H O =2 Lu o p Z H CL 'o O O V OU p Q Ij W LU N O L<J H p I- r L0 LL LL -) tii Q N Z Y- Q p U DWG#: ATR023 SHEET: 5 OF 5 REQUIRED INSPECTION SEQUENCE i Il$�Q�.1D�IL'I�I� ��lf�i'iG• s Mnnn " M��{. Inspection Descn'n n®IIIl. Footer / Setback Stemwall Foundation / Form Board. Survey Slab /' Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing— Walls- Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco. / Siding Insulation Final Final Utility Building - Final Door Final Window - Final Screen.Room Final. Pool Screen Enclosure - Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final. Building. Other REVISED: June 2014 Address: t ZZ S AOoM-A, Mnnn Max ][n¢cfnonn Dl escrn2n�nn Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.C. Pre -Power Final Electric Final Minn Max _ Innsectionn DescrAUonn Plumbing Underground Plumbing Sewer Plumbing Tub, Set Plumbing Final III � II•\�.I� �llw —�Mechanical .�I i"I rv�il i .................. ... .•I� lul�pll•� Ila�w fl�l• � I I�nllww Rough _— s$�.`��,�'tX�i 1 � �� _ ._.t%•SaCaMY1C.n.� 1 L.. .. . . ... `�''.Nq.. . � I I III I f .•1\ flll �fUfl IMI.— EMfUIIDII'Gas Under • 9 • - -- Rough j j Fl CIR.iDA 60t"IE'SAtJr}p;$EPRES�NTATNE„ �� I:EnFrLxiE ,TE trraaptNrrd: a era Aneiirn iNBTAUATM STREET ADDRESS _. _ COY /. .. ,. STATE .. .Dp -. - •t. y .tr.. •" ✓ ,•4. f ) _� ��. T, fur-'}t�, ..5 . 1-�c..rf .3L-. tf Y.t 1 - '. rCUSTOMER:� Ii0't'1 PRICE CAL i.ATItNI : In order to properly perform dhe insladaticxt of terrain Goods, the Contract Pita may include more Goods than Actually busts b@ i»st fed based on the measured square footage of floe Proit,et Area. As a result, the artier p agree that the lump�sum Prito t�hd stated in this Contrect is !cakuta upon hpth the value of estinhate6 Goods required W futfi11 the Contract (including waste). which: may e1(Ceed the actual square footago of the Pit Aria, and the labor whirh may bo estkhhatod baasd.ori Ctha amount of Goods required to fulfill the Contract (inouding'westo). By tign ng Ibis CgnireG t>ekrw, Clustpmer azkrto oS receipt of this notice and agrees and understands that the Pnee Includes these casts which may 'not be refunded axe the lrhetatbjiion Services.are pertotmed. NO'tiCE TO CUSTOMER: Fsderal Isvi requires Lowe's to provide you whh the pmnpihiet Renovate RfghL By t�gning this Contract, Customer edotowbdges shaving racaNed a copy of dhis �rnphkt thefora work tfegan Informing Customer Contract TOW of the paterhNai risk of the laed;hakard oxPosure from rsnovaUon aettvlty to ba `appiicabie tax8s included petYomwd in Customer's dwotling unit. NOTE. wood is discove`ed during Installation additional charges eggs You I be given a quote and a:c ange order must be coed an �' ed by the customer for any additional charges, � Customer must initial. Any . work or I nct speci6th� is ndr inckWeB tri this contnict An changes or addtbns vale the atan dd o*nal aha for the matedoi erd. IetxN: NOTICE TO OWNER: - ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW [[SECTIONS T13.001413.37, FLORIDA. STATUTES THOSE WHO WORK ON YOUR PROPERTY PROVIDE ; OR MATERh 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. ilF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTOR$, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO. ARE OWED MONEY MAY LOOK TO YOUR. P.ROPERTY.FOR PAYMENT, EVEN IPYOU HAVE ALREADY PAID YOUR CONTRACTOR,IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVEA LIEN ON YOUR PROPERTY, THIS MEANS IF ALIEN IS FILED YOUR PROPERTY:COULD'BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT .YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF YOU SHOULD STIPULATE IN THIS CONTRACT THA ANY PAYMENT IS IMAADE, .BEFORE YOUR CONTRACTOR IS REQUIRE6 TO PROVIDE YOU WITH A WRITTEN RELEASE 'OF IEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER" FLORIDRS CONSTRUCTION LIEN LAW IS COMPLEX, AND ITIS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. PHOTO RELEASE:. Cus',ormtr g t nis to Lowe's.and Lows's employees.and intlependetTt contractors the right to take photographs of the Promises where installation Services be will Pert ad and all work performed at the Premises related to this Contract, and Inevorably grants to Lowe's ap right, title and iMerest in and to the phowgr-a for use in all markets and media, woddwido, in perpetuity. Cusiomsr aut(uvizes Lowe's to copyright use and publish the' photographs in print anhf or. , and agrees that Lowe's may use such phokigraphs.for any tawftii purpose. Including, tart not tim;led to: marketing, advertising; publicity, IOU straudn, training and Web content By initiating here; Customer agrees to'the'foiegoing, [Customei totnAtal to the left). Wok Is to.oq orwcs upon rgaaonable availability of Contractor andtor any special ordor tyhr�us M made Good(s) which is anticipated to be - M Mil In nete).'Estlmatad completion. data is [Cris in date). Said estimated substantial <Win, ion date is not bf rho e5stsnge A s[atet)aupt of an y cacti nc)@s that woukWmatsnplty change sail estimated: substantial t»tnpletmrhdateisrasjnikhvstttyd✓rlf (if applicable. I litifiximarit of such conbngand This Contract provides that oil cla€ms by Customer or Lowa's will be,resolvad by 04NDING:ARBITRAT1ON. Customer and Lows, s GiVE UP THE RHiH TO GO TO COURT to enforcet6la Contract (EXCEPT for matters that may be takers to SMALL CLAIMS COURT}. Lowe's and Customer's rights w111 bt determined by a NEUTRAL,ARIBITRATOR and NOT..a Lowe's antided judge or jury. and Customer are io a FAIR HEARING. But the arbitratlor procedures ore, <SIMPLER :AND 40RE UNITED THAN -RULES APPLICABLE INCOURT. Arbitrator decisions are as entorceabio as any court order' one arts subject to VERY LIMITED REVIEW BY A COURT. FOR MORE DETAILS: Review the suction titled ARBITRATION AGREEMENT, WAIVER Of JURY TRIAL AND ;WAIVER OF CLASS ACTION ADJUDICATION` found In the Terms and Conditions of this Contract DO NOT SIGN THIS CONTOACT:UNTIL COMPLETE AND YOU HAVE READ THE TERMS ANOCONOITIONS CONTAINED ON ALL PAGES OF THIS CONTRACTi: BY SIGNING BELOW,` YOU ARE ACKNOWLEDGING THATYOU HAVE READ,'UNOERSTAND. AND AGREE TO THE TERMS.AND CONDITIONS SET FORTH ON ALL PAGES OF THIS CONTRACT. YOU ARE ENTITLED TO A. COPY OF THIS CONTRAC AT THE TIME OF SIGNATURE. , r WITNESS OUR HAND(S) ANd SEAL(S) BELOW THIS k i+ DAY OF Lowe's Home Centel, LLC i 5 i Own at f ` Lowe's Authorized ReprosentaWs Co•bwnor or Mom Customer actwowlodges receipt of a truo copy of this contract which was completely filled In prior to Custom es execution hereof. You, the buyer, m cancel this transaction at any tit'is prior to midnight of Ute third business day after the data of this transaction. Us the attached notice of eathcsllatlot form for an explanation oTthis r ght 7 55106 REV. 12/13' c zoda ay taw'a� tnwaa e d cos t ee gn -4 moo.,04o- *s of LF ConWekm 1111<111 [fill 11111111111111111111 fill fill THIS INST VENT PREPARED BY: Nw e: US ►' 1 Address: A-i, rJ PC, 3�277 Permit Number: GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BY. 9110 F'q 685 Wss) CLERK'S T 2018i 140472 RECORDED 04/12/21 IS 0—:38.29 F'11 RI:C01 DING FEES $10.oii RECORDED BY hdevura_ Pal JD Number. 03 - a 0 - 31 - 50S — 0 L 00 - Ob-% 0 The ur-xdersigned hereby gives notice that Improvement will be made to certain real property, and in aocordance with Chapter 713, Florida Statutes, the follow ng Information Is provided in this Notice of Commencement I. DESCRIPTION OF PROPERTY: (legal description of the property and street address I available) Imo; i Q( �� Lr�+ `74 G- Lla P • ,�-F' t ref ss+ Wf Lc-(s i y +r5 13E L� k1( 6Qt' d�� c 2. GENERAL DESCRIPTION OF 3. OWNER INFORMATION OR INFORMATION IF VT Name and addre�: MAC I Gwo(4 AMERJ� Interest In property: a LESSEE CONTRACTED FOR THE IMPROVEMENT: I z2 S.,AAJOX A «n Fee Simple Title Molder (if other than owner listed above) Name: a. CONTRAC TOR: Address: Y,o � Phone Number. 5. SURETY (If appik*W a copy of the payment bond is attechod): Name: Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe saved as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number. Address: & In addkion, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. 9. Expiation Date of Notice of Commencement (The e)lraOon is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Up 111,111911 • 71 n (Prkt ►fard Raw Slgnebo TM&106m) State of ��� County of 01'� � �rl' Th by M