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REV-18-1802
Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION • BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED JUL 02 2018 BC 20P Master Permit No. WS —3 _7' Sub Permit No. REM 18— 60 Z REVISION ❑ EXTENSION ❑ RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 5 2 c) IUD 9 3 S T City: Miami Shores County: Miami Dade Zip: 3 3 f! 3 r Folio/Parcel#: YV V 30(. - O/L( -to o Y 0 Is the Building Historically Designated: Yes NO BFE: FFE: Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address: 520 ,Uf 'tj , S T Construction Type: Flood Zone: a/C�Vd �S Phone#: City: MIAMI SHORES FLORIDA State: Zip: 3 / 31- Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT ASSOCIATES mono: 9547924415 Address: 3044 SW 42 STREET City: HOLLYWOOD State: FLORIDA Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: State Certification or Registration #: CGC061890 Certificate of Competency #: N/A DESIGNER: Architect/Engineer: N/A Phone#: N/A Address: N/A City: N/A State: N/A Zip: NIA Value of Work for this Permit: $19,602 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace Description of Work: iiit V+5 oA/- O(1Q4 1 f 1) (9iQ v to J *1 ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ Gid GA CCF $ CO/CC $ Scanning Fee $ q • CkTh Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ • Q� (Revised02/24/2014) Bonding Company's Name (if applicable) N/A .Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR 'FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT Signature The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2 day of ,�I/�- , 20 IV , by l 1/16ANN- e-45 who is personally nown to ►•� - 17J IL.yE i 1 , whe is personal{ nown to me or who has produced as me or who has produced as identification and who did take an o NOTARY PUBLIC: Sign: Print: ti L 41 ~cIo Seal: •4"Y;t1z;'• GUEL A MERCADO MY COMMISSION # GG095745 ,, o��� ��EXPIRES April 19, 2021 T��'G , 20 /4, by day of identification and who did take an oath. NOTARY PUBLIC: Sign: ', Print: � rJ ., 4 rI/ W lG Seal. MIGUEL A MERCADO MY COMMISSION # GG095745 • ... ,. EXPIRES April 19, 2021 *********************************/*_************************************************************************ { l6 ` Plans Examiner Zoning APPROVED BY (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 tit 4. OFFICE OF THE PROPERTVAPPRAISER Summary Report Property Information Folio: 11-3206-014-1080 Property Address: 520 NE 93 ST Miami Shores, FL 33138-2844 Owner MARCIA J SAUNDERS Mailing Address 520 NE 93 ST MIAMI SHORES, FL 33138-2844 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds ! Baths ! Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,991 Sq.Ft Living Area 1,991 Sq.Ft Adjusted Area 1,877 Sq.Ft Lot Size 9,600 Sq.Ft Year Built 1959 Assessment Information Year 2017 2016 2015 Land Value $287,807 $240,217 $230,397 Building Value $130,639 $130,639 $130,639 XF Value $719 $719 $604 Market Value $419,165 $371,575 $361,640 Assessed Value $140,047 $137,167 $136,214 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $279,118 $234,408 $225,426 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (Le. County, School Board, City, Regional). Short Legal Description 6 53 42 MIAMI SHORES SEC 2 PB 10-37 LOT 6 & E1/2 LOT 7 BLK 57 LOT SIZE 75.000 X 128 OR 13573-1205 0188 1 Generated On : 1/16/2018 ography 200ft Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $90,047 $87,167 $86,214 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $115,047 $112,167 $111,214 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $90,047 $87,167 $86,214 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $90,047 $87,167 $86,214 Sales Information Previous Sale Price OR Book -Page Qualification Description 01/01/1988 $114,500 13573-1205 Sales which are qualified 11/01/1983 $91,000 11977-2695 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://vvww.miamidade.gov/propertysearch/ 1/16/2018 i�� y_�t. n , ;a, 4 \' S 1` et �, tilt' P;=gh•\GCp-GCpi) V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-Ia Risk Category 11 Table 1.5-1, page 2 Exposure C Section 26.7 Kd 0.85 Table 26.6-1, page 250 K4 1 Figure 26.8- I , page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0 degrees theta 14.0 degas • 0 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Specialty Engineering Consultants, Inc. • • • 1690 SW 30 Menue, S•he 820 • • Boyntm•BezIth. R. 3314326 • • • • FI. CA80/21} J • • • • • • • • • • • • • • • • • Intstuctions and limitations of Use •• • • • •• _ Wind Velocltes in South Florida Dade Broward Palm Beach Risk Cat. 1 165 156 156 Low risk to humans (fame sheds). Risk Cat. 2 175 170 170 Single Family Rcsidrnccs Risk Cat. 3&4 186 180 180 Essratial Facilities 2 • 3• • 4• • • •5• • • d • • 7• • • 8• 10 12 Charts provide wind pressures based on the mean roof height. And shall not exceed 80'-0". Design pressures are for an enclosed builinding (shutters or other impact resistance protection required). laser shall aleten iseit p meagriof height, ( Eave height a Roof Peaky2. En•zor• disloncelis the Iesbr of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3'-0" 8 50% o•a cAnpoldllt is in a Articular zone then that component is considered to be in zone with the majority of the area. If questionable then place in Zone 5 Ea& coir(onent,eiindow, door, ;union has a tributary area that is area to be used. Area of components to rounded down but shall not be less than 10 sf. Fym4O s 1h�''y�I Kd41 en multiply the values listed herein by 1.18. Wind pressures rare Ibbaassed on Allowable stress design. Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') Charts and values listed herein are only valid when signed, dated, and sealed by Gary McDougle, PE 058214 or Mark LeBlanc, PE 835883 or Adam D. LeBlanc, PE877012 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2. This calculation is vaild for FBC 2014 (5th edition) and 2017 (8th edition) No reduction is taken for slopes less than 10 degrees. Area of componaa Area of component 15.0 sf Arta of component 20.0 sf Area of component 25.0 sf Arca of component 300 sf Arca of component 35.0 sf Area ofcomponart 40.0 sf Arca of component 45.0 sf Area of component 50.0 sf Area ofcomponcnl 55.0 sf Armor componcet 60.0 sf Mom.. e.I eight 15 Zone 4 40.1 -43.4 Zone 5 40.1 -53.6 Zone 4 38.8 -42.2 Zone 5 38.8 -51.3 Zone 4 38.4 -41.8 Zone 5 38.4 -50.6 Zone 4 37.9 -41.4 Zone 5 37.9 -49.8 Zone 4 37.5 -41.0 Zone 5 37.5 -49.0 Zone 4 37.1 -40.6 Zone 5 37.1 -48.3 Zone 4 36.7 -40.2 Zone 5 36.7 -47.5 Zone 4 36.2 -39.8 Zone 5 36.2 -46.8 Zone 4 35.8 -39.4 Zone 5 35.8 -46.0 Zone 4 35.4 -39.0 Zone 5 35.4 -45.2 Zone 4 35.0 -38.6 Zone 5 35.0 -44.5 16 40.6 -44. 40.6 - 4.4 39.3 -42.8 39.3 -52.0 38.9 -42.4 38.9 -51.3 38.4 -42.0 38.4 -50.5 38.0 -41.6 38.0 -49.7 37.6 -41.1 37.6 -48.9 37.2 -40.7 37.2 -48.2 36.7 -40.3 36.7 -47.4 36.3 -39.9 36.3 -46.6 35.9 -39.5 35.9 -45.8 35.4 -39.1 35.4 -45.1 17 41.1 -44.6 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 -51.9 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 -50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 37.2 -40.8 37.2 -48.0 36.8 -40.4 36.8 -47.2 36.3 -40.0 36.3 -46.4 35.9 -39.6 35.9 -45.7 18 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 -52.6 39.4 -43.0 39.4 -51.8 39.0 -42.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 38.1 -41.8 38.1 -49.4 37.7 -41.3 37.7 -48.6 37.2 -40.9 37.2 -47.8 36.8 -40.5 36.8 -47.0 36.3 -40.1 36.3 -46.2 19 42.1 -45.7 42.1 -56.4 40.8 -44.4 40.8 -54.0 40.3 -43.9 40.3 -53.2 39.9 -43.5 39.9 -52.4 39.4 -43.1 39.4 -51.5 39.0 -42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 -41.8 38.1 -49.1 37.6 -41.4 37.6 -48.3 37.2 -41.0 37.2 -47.5 36.7 -40.5 36.7 -46.7 20 42.6 -46.2 42.6 -57.0 41.2 -44.9 41.2 -54.5 40.7 -44.4 40.7 -53.7 40.3 -44.0 40.3 -52.9 39.8 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 -48.9 37.6 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 40.7 -44.4 40.7 -53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38.4 -42.3 38.4 -49.4 38.0 -41.8 38.0 -48.5 37.5 -41.4 37.5 -47.7 22 43.4 -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 41.6 -45.3 41.6 -54.8 41.1 -44.9 41.1 -54.0 40.7 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 -43.1 39.3 -50.7 38.8 -42.7 38.8 -49.9 38.4 -42.2 38.4 -49.0 37.9 -41.8 37.9 -48.2 23 43.8 -47.5 43.8 -58.7 42.4 -46.2 42.4 -56.2 42.0 -45.8 42.0 -55.3 41.5 -45.3 41.5 -54.5 41.0 -44.9 41.0 -53.7 40.6 -44.4 40.6 -52.8 40.1 -44.0 40.1 -52.0 39.6 -43.5 39.6 -51.2 39.2 -43.1 39.2 -50.3 38.7 -42.6 38.7 -49.5 38.3 -42.2 38.3 -48.7 24 44.2 -48.0 44.2 -59.2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 -55.8 41.9 41.9 -55.0 41.4 -45.3 41.4 40.9 -44.8 40.9 -53.3 40.5 -44.4 40.5 -52.5 40.0 40.0 -51.6 39.5 -43.5 39.5 -50.8 39.1 -43.0 39.1 -49.9 38.6 42.6 38.6 49.1 25 44.6 -48.4 44.6 -59.7 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 42.2 -55.5 41.8 -45.7 41.8 -54.6 41.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 -44.3 40.3 39.9 -43.8 39.9 39.4 -43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 26 45.0 -48.8 45.0 -60.2 43.5 -47.4 43.5 -57.6 43.1 47.0 43.1 -56.8 42.6 -46.5 42.6 -55.9 42.1 -46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 41.2 -53.4 40.7 -44.7 40.7 -52.5 40.2 -44.2 40.2 -51.6 39.7 39.7 -50.8 39.3 43.3 39.3 -49.9 27 45.3 -49.2 45.3 -60.7 43.9 47.8 43.9 -58.1 43.4 -47.3 43.4 -57.2 42.9 -46.9 42.9 -56.4 42.4 -46.4 42.4 -55.5 42.0 -45.9 42.0 -54.6 41.5 -45.5 41.5 -53.8 41.0 45.0 41.0 -52.9 40.5 -44.6 40.5 -52.0 40.0 -44.1 40.0 -51.2 39.6 -43.6 39.6 -50.3 28 45.7 -49.5 45.7 44.2 48.2 44.2 43.7 -47.7 43.7 -57.7 43.3 47.2 43.3 -56.8 42.8 42.8 -55.9 42.3 -46.3 42.3 41.8 -45.8 41.8 -54.2 41.3 41.3 -53.3 40.8 -44.9 40.8 -52.4 40.4 -44.4 40.4 -51.6 39.9 -44.0 39.9 -50.7 29 46.0 -49.9 46.0 -61.6 44.6 -48.5 44.6 -59.0 44.1 -48.0 44.1 43.6 -47.6 43.6 -57.2 43.1 43.1 -56.3 42.6 -46.6 42.6 -55.5 42.1 -46.2 42.1 -54.6 41.6 -45.7 41.6 -53.7 41.1 -45.2 41.1 -52.8 40.7 -44.8 40.7 -52.0 40.2 -44.3 40.2 -51.1 30 46.3 -50.3 46.3 44.9 44.9 -59.4 44.4 44.4 -58.5 43.9 43.9 -57.6 43.4 -47.4 43.4 -56.8 42.9 -47.0 42.9 -55.9 42.4 -46.5 42.4 -55.0 41.9 41.9 41.4 -45.6 41.4 -53.2 40.9 40.5 40.5 MAr 5 20i '''' 7'. ri isq 1 'Irl 4.1 u., ri ig • . :. i • ... • • • • 000 t.roni r *-. Miami Shcres Village • • . . • ;PFROVEDJ •• $Y. : • •• • '.ONING DEPT • . .. . • • tAT;•. •• • • •• •• 3LDG DEPT • • • SUBJECT TO CG:I1-1:4..E1rti�T�Z PCLUPEIV- STATE AND CCUN iY RULES AND REGULATIONS • • ••• • LU CC LU f45 BED BED a- Eis)eOO H a 7•• j•(S i 2 BATH 3•• HALL REVISOIN: UPDATE NOA 75 X 80 3/4 (+/-70) FL 14850.1 DFD kx FLCR)DA FAMILY C irovv.k.- 6� BED NC HS K-• X 3s (y/HS DINING REVISOIN: UPDATE NOA 75 3/4 X 81 (+75/-85) NOA 18-0116.03 l�T ID.[1!5 LAUNDRY e S Le, 9 2 -• 1 /4/2018 Florida Building Cade Online FLORIDA IMPARTMENT OF Business Professional Regulation dbdiMZIWATA r } ► OFFICE OF THE N SECRETARY BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff I BCIS Site Map ( Links I Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application I Ist > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer 0 Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc Exterior Doors Swinging Exterior Door Assemblies • • • • • • • • • • • • • • • • .• • ••. • • • • • .• • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • •• • • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL14850 R3 COI EvalReoort641C.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquH1FzfePouW7oGhYGF3pWxOcPHYdVvGbM8R4n%2f40fQfg%3d%3d 1/2 1/4/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/28/2017 09/29/2017 10/02/2017 12/12/2017 FL # Model, Number or Name Description 14850.1 FD-8750, Impact. FD-8750 French Door, SD-8700 Swing Door•51.T;8710 Sidelite, Impact. • • • • •••• ••••f Limits of Use Installation Instructions• • • • • • • • • • Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes • FL14850 R3 II CWS-641CrQd'4. •• Verified By: Lucas Turner 5820f • • • • • Impact Resistant: Yes Created by Independent TIi10tel afttr: Yes • . • • • i Design Pressure: +70/-70 Evaluation Reports • • • • • • • • • Other: Large Missile French Door w/ Sidelights, Max. French • • • • • • • • • , FL14850 R3 AE EvalReooA64].C.lidf • Door 6' x 8', Max. Single Door 3' x 8', Max. Sidelight 3' x 8', DP Created by Independent Thjrj1p444i: Yes • • , •.: •, +/- 70 psf. Glass complies to ASTM E1300-04. • • • • • • •.. Next • • • • • • • • • • •• • Contact US :: 7801 Blair Stone WW1. TgllrlhrnaaPP Fi 32399 phone: B50-487-1824 • • . • • • • • • • • • •• • • • • • •• • • The State of Florida Is an AA/EEO employer. Convriaht 7f07-20t 3 State of Florida :: Privacy Statement :: ArrPfaihilW Statement :: Rzfund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a pubNc-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 emalis provided may be used for official communication with the licensee. However email addresses are pubNc 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: ® ® hick MI Credit•Card' Safe. sccurit vAl FTR1CS • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquHlFzfePouW7oGhYGF3pWxOcPHYdVvGbM8R4n%2f40fQfg%3d%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 641C August 28, 2017 Product Description: Series SD-8700, FD-8750, SLT-8710 PVC Swinging Door, LM Impact, 3'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the:6th 'ki Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. vptoducttp$ting standards performed are outlined below. ' • •• • • Technical Documentation: • • • • • • • • •• 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Pdrt,•PrL •'••'• 2) Approval drawing CWS-641C, signed and sealed by Lucas A. Turner, P.E. . . •• • • •• • •• 3) Test Reports NCTL-210-3761-1, -1 A, -1B, -1C, -2, and -2A from National Testing, Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. • . • a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA t01/.42/A %• • • 2005, and ASTM E 1886/1996 2002/2005 •• • •• • • . • 4) Supplemental Calculations to support CWS-641C, signed and sealed by Lucas A. Turner, P:E' Installation: Units must be installed according to approval document CWS-641C. Limitations of Use: This product: • May be used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3/16" x 97" Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS-641C • Achieves design pressures of +/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS-641C shall be pan or hex head type and shall have a head or washer (integrated or separate) diameter of 0.420" min. • Requires Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O.A. #14-0916.11t • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. #16-1117.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. #17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a fmancial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas Turner 2017-08-30 17:06+20:00 zz 8/28/2017 Lucas A. Turner, P.E. FL PE #58201 . • • • • • • • •• • • • • 9 U 37 5/8' MAX. PANEL WIDTH 26 5/8" GLASS DLO • • ••• • • • • • • •• •• • • •• • •• •• • • • • • • • • •• • • •• • • • •• ••• •• •• •• • • •• •• • • •• • • •—. SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 79" MAX. FRENCH DOOR WIDTH MAX. .\\*__ I 7" NIT EIGHT 95 3/16" MAX. PANEL HEIGHT 84 3/16" GLASS DLO 1 C SEE NOTE X 11 Ir 4 1 a X / II r FRENCH DOOR TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1-3 GLAZING DETAILS 4 SECTION VIEWS 5-7 BOM 8 EXTRUSIONS 9 ANCHOR SCHEDULE & NOTES 10 INSTALLATION DETAILS 11-12 • • • • • • • • • • • • • •• • • • • • • • • • • • • /16• MAC • • SIDELITE WIDf'FT 33 5/8" MAX. PANEL WIDTH • • • 21 It/8" • • • • • ••• •• • • I`• Q • • • • • • • • • • • • • •• • • ••• • • •• • • • • • • • • • FLUSH BOLT ON INACTIVE PANEL 40" MAX SINGLE DOOR WIDTH 37 5/8" MAX PANEL WIDTH 26 5/8" GLASS DLO 97" MAX UNIT HEIGHT 95 3/16" MAX PANEL HEIGHT 84 3/16" GLASS DLO 97• MAX. UNIT HEIGHT 94 5/8" MAX. PANEL HEIGHT 83 5/8' GLASS DLO SIDELITE 81/2" NOTE: HINGE SPACINGS ARE 8-1/2" FROM ENDS AND 20" MAX O.C. 20" FOR 81' TO 97" UNIT HEIGHT. SEE NOTE 4 11 A �J SINGLE DOOR 81 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 4) 3. CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING w/SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) w/SIDELITE(S), SIDELITE NOT ATTACHED. 4. LOCK OPTIONS: UP TO 6'8": A. DOUBLE BORE w/TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 36" B. MORTISE LOCK w/ TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET © 34" C. MULTIPOINT (4 PT.) HANDLE SET Q 34" ABOVE 6'8": A. MULTIPOINT (5 PT.) HANDLE SET © 34" 5. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 6. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-12 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS ARE PROCESSED AND ASSEMBLED VIA TIE ROD. 9. SERIES / MODEL DESIGNATION SD-8700, FD-8750, SLT-8710. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION. 12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO SEVERE WEATHER. 13. QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 14. MAX PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR NON -MULLED UNITS. TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING 7-5/8" 95-3/16" +/- 70 PSF LARGE MISSILE IMPACT E NC x SIDELITE 33-5/8" x 94-5/8" LucasTumer 2017-09-22 13:18-04:00 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL z�- 9/22/2017 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTIDN: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 09/08/11 DWG#: REV.: CWS-641 C SCALE: 1:35 SHEET 1 OF 12 • • ••• • • • ••• •• •• ••• • • •• •• • • • • •• • • • • • • ••• • • • • • •• •• • •• •• •• • • ••• • • •• • • ••• 151 3/8" MAX. UNIT WIDTH 79" • • -- • • • 1 • • • • • • • • • • • I 36 3/16" MAX. SIDELITE WIDTH - • • MAX. FRENCH DOOR WIDTH • • • • • • • • • • - 37 5/8" MAX. • • . • • • • • • • • • • • • • • 33 5/8" PANEL WIDTH - PANEL WIDTH • • • " { [ r r •• • • • • • • • • • • • • • • • • • • • O O X •• • _ • • ••• • • • • •• • X FLUSH BOLT ON INACTIVE PANEL 17" AAX. JNIT -EIGHT 94 SIDELITE HEIGHT 5/8" 83 SIDELITE GLASS DLO 5/8" 1 • • • • • , ••• r •• • • ••• 84 3/16 DOOR GLASS DLO •• • • • • •• PANI HEIE " SEE NOTE SHT1 f 4 -22 5/8"- 1-26 5/8" -I GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES 115 3/16" MAX. UNIT WIDTH 37 5/8" M/ 36 3/16" MAX. SIDELITE WIDTH --.- 79" MAX. FRENCH DOOR WIDTH 33 5/8" MAX. PANEL WIDTH DOOR WIC 17" AAX. JNIT -EIGHT 94 SIDELITE HEIGHT T 5/8" SIDELITE S GLASS DLO i O X X FLUSH BOLT INACTIVE PANEL S4 3/16" DOOR GLASS DLO , 95 3/ PANI HEIG SEE NOTE 4 SHT 1 r — III- -. - -22 5/8"- 26 5/8" .- GLASS DLO GLASS DLO FRENCH DOOR w/SIDLITE TH 16" HT • • • 16" HT 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH — 76 3/16" MAX. UNIT W IDTH 40" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. DOOR WIDTH 97" MAX. UNIT HEIGHT 94 5/8" SIDELITE HEIGHT 83 5/8" SIDELITE GLASS DLO SEE NOTE 4 SHT 1 95 3/16" PANEL HEIGHT 84 3/16" DOOR GLASS DLO 22 5/8" 26 5/8" GLASS DLO GLASS DLO SINGLE DOOR w/SIDELITE asaggiii r4; WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL %%`%p$OREttt C1i 4, T 4i �CENSF;��Q## ' : No 58201 ":1SL • '*= ro: ;mac 9O: STATE OF :�4/` '#'45 203NA i NO`w 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 09/08/11 DWG#: REV.: CWS-641 C SCALE: 1:35 SHEET 2OF12 • • ••• • • • ••• •• •• • •• • •• •• •• •• • • •• •• • ••• • • • • • • •••• •• • • •• • • •• •• • •• •• • • 40' MAX. SINGLE DOOR WIDTH 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO 81" MAX UNIT HEIGHT 79 3/16" PANEL HEIGHT 68 3/16" GLASS DLO • FLUSH BOLT ilrx SEE NOTE 4 SHT 1 SINGLE DOOR 8 1/2" 21 /16" 8 1/2" • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• NOTE: HINGE SPACINGS ARE 8-1/26 GROM • • • • ENDS AND 21-9/169 • • • • MAX O.CV• • • •• 81" UNIT HEBIGMT. •• • • • • • — • • 79" MAX FRENCH DOOR WIDTH 37 5 b MAJU • PANE�WIDTI? • • • • 26 5j$• GLASS SLO • 1 f II 1 X C 44, f-- FLUSH BOLT G X •" ` I i• JeIIi II /EIGHT •• •7931'16' PANEL HEIGHT • • • • 68 3/16" GLASS DLO 1 SEE NOTE SHT } 4 1 i II 1 151 3/8" MAX UNIT WIDTH 36 3/16" MAX SIDELITE WIDTH .79" MAX. FRENCH DOOR WIDTH -- 33 5/8" MAX PANEL WIDTH — 37 5/8" MAX -{ PANEL WIDTH 0 0 X SEE NOTE 4 SHT 1 I r 6 +- 1 ` I� 1 FLUSH BOLT X 11" AAX. JNIT /EIGHT 78 SIDELITE HEIGHT 5/8" 67 SIDELITE GLASS DLO+ 5/8" 68 3/16" DOOR GLASS DLO I 1 L 79 3/ DOO PHE CI �� fI 1 ! I I` 22 5/8" �i 26 5/8" GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES 16" R HT FRENCH DOOR 36 3/16" MAX SIDELITE WIDTH 33 5/8" MAX PANEL WIDTH 36 3/16' MAX SIDELITE WIDTH 33 5/8" MAX PANEL WIDTH 22 5/8" GLASS DLO 81" MAX. UNIT HEIGHT 78 5/8" PANEL HEIGHT 67 5/8" GLASS DLO 0 112 3/8" MAX. UNIT WIDTH SIDELITE 37 5/8" MAX. — PANEL WIDTH } 81" MAX UNIT HEIGHT 40" MAX SINGLE DOOR WIDTH 78 5/8" SIDELITE HEIGHT 67 5/8" SIDELITE GLASS DLO 0 FLUSH BOLT • 0 79 3/16" DOOR PANEL HEIGHT 68 3/16" DOOR GLASS DLO h22 5/8"►1 GLASS DLO 26 5/8" GLASS DLO SINGLE DOOR w/SIDELITES 0451011 [lf WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL p`ttOtttt REt1,,,"i e..;;54 GEPiSF*(!.P2c' S v : No 58201 ?S S *: * :* :O..STATE OF ;btu: ttttttttttttttt ZZ 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 09/08/11 DWG#: REV.: CWS-641 C SCALE: 1:35 SHEET 3 OF 12 QUANEX DURASEAL IG SPACER • • ••• • • • • • • •• •• • • •• • •• •• • • • • • • •• •• •• • • • •• • • •• •••• •• • •• • •• •• • •• •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • 1" OVEI;ALC . • • • • • • • • • • • • • • • • • 3/16" TEMPERED • • • • • • • • 5/16" AIRSPACE 1/2" LAMINATED • • • • • • • • • • • 3/16" ANNEALt • • • RR'' • • • 10� DUPON•TP1{ V/B vTGRLAYIER C • C • • • • • 3/16" ANNEALED SIKA - SIKAFLEX 552 or HENKEL - PURFECT GLAZE"H" 1 3/4" GLASS BITE QUANEX DURASEAL IG SPACER 1" OVERALL 3/16' TEMPERED 3/8" AIRSPACE 7/16" LAMINATED 3/16" ANNEALED GLASS TYPES MAX. UNIT HEIGHT SIDELITE SINGLE FRENCH 81' A A 9T B B 090 SENTRY GLASS IONOPLAST INTERLAYER �3/16" ANNEALED SIKA - SIKAFLEX 552 or t 1 HENKEL - PURFECT GLAZE "H" 3/4" GLASS BITE -r GLASS TYPE B 1' SETTING BLOCKS PER FBC 2411.3.3.11 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: GLAZING DETAILS DRAWN BY: ADE DATE: 09/08/11 DWG #: REV.: CWS-641 C SCALE: 1:1 SHEET 4 OF 12 • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •� n •�]R 36 • • • • • " (I;/ • 4:J • • • • • • • • • • • •_ • • • • •• • • • • • • • • • • •• • • • • •• • INTERIOR SECTION VIEW A -A • • • INTERIOR SECTION VIEW B-B MORTISE LOCK w/ FLUSH BOLT ITEMS NOT SHOWN FOR CLARITY: 10-12, 13, 15-17, 22, 43, 48, 54, 57-58 ITEMS NOT USED IN VERSION SHOWN: 2-3, 8-9, 15-16, 25-28, 30-34, 36-40, 43, 52-53, 60, 62, 65-66, 72, 76 Cliagem WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS SINGLE DOOR DRAWN BY: ADE DATE: 09/08/11 DWG#: REV.: CWS-641 C SCALE: 1:2 SHEET 5 OF 12 • • ••• • • • ••• •• •• • • •• • •. •• • • • • • • • • • . • • • •• •• • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • •.• • • •• • • •• • •• • •• • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOTE: VERTICAL SECTION SIMILAR TO SINGLE DOOR, SEE SHEET 5 •• • • • •• ••• •• • • • • • • • • INTERIOR SECTION VIEW C-C ITEMS NOT SHOWN FOR CLARITY: 10-13, 15-17, 22, 26-28, 36-39, 43, 54, 57 ITEMS NOT USED IN VERSION SHOWN: 8-9, 15-16, 25, 40, 42, 45-46, 48, 52-53, 58, 60, 74, 76 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1I, 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL .....OREW,'',i J� PN T ''i 7. — : No •58201 .• 75 L *� * ?*_ 75 STATE OF 4./S 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS FRENCH DOOR DRAWN BY: ADE DATE: 09/08/11 DWG#: REV.: CWS-641 C SCALE: 1:2.5 SHEET 6OF12 • • ••• • • • ••• •• •• • • • •• • • • • • • • •• • • • • • • • • ••• • • • • • •• • • •• • • • • • ••• • • • • ••• INTERIOR SECTION VIEW D-D • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • i t • • • • ••• •• •• • • • • • •• 410t- r� _ i .III l SEALANT APPLIED TO ADJOINING FACES BY INSTALLER ITEMS NOT SHOWN FOR CLARITY: 10-11, 16, 22, 28, 43, 57 INTERIOR SECTION VIEW E-E SEALANT APPLIED TO ADJOINING FACES BY INSTALLER #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6" FROM TOP AND BOTTOM 17" MAX. O.C. #10-24 x 1-3/4" TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. SEE SHEETS 1 & 3 FOR HINGE SPACING. ITEMS NOT USED IN VERSION SHOWN: 1-3, 6-15, 17-18, 20-21, 23-24, 26-27, 30-39, 41, 44-46, 48-52, 54-56, 58-61, 63-71, 74-76 ag®Ill It WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL ,P,,p,1SORE t No 58201 �:15 2 * * *� �90 STATE OF el ssl�NA Ii O;0�, 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: SECTION VIEWS ATTACHED SIDELITE DRAWN BY: ADE DATE: 09/08/11 DWG#: REV.: CWS-641 C SCALE 1:2 SHEET 7 OF 12 • • 4100 • • • ..• •• •• • • • •• •• • • • • • • • • • • ••• • • • • • •• • • • • • • • 000 • • • • 000 PARTS LIST ITEM PART # DESCRIPTION MATERIAL VENDOR 1 2 3 4 H-1833 H-1857 H-1858 H-1860 MAIN FRAME, HEAD • • •ALUM ASTRAGAL, INACTIVE, FD, PVC • •1{LUN • ASTRAGAL, ACTIVE, FD, PVC REINFORCEMENT, VERT. • • • . • ALUM • • ALUM • • KERK • KEYMARI! :KVIAARK • KEYPPJ ( 5 H-1861 REINFORCEMENT, HORIZ ALUM KEYMARK 6 H-1878 MAIN FRAME, SILL ALUM KEYMARK 7 8 9 10 11 H-1880 H-1881 H-1900 P-3039 MAINFRAME, JAMB MAINFRAME, SIDELITE @ DOOR MAINFRAME, SIDELITE @ JAMB, HEAD, SILL SETTTING BLOCK, 85 DUR 1/8 X 1 X 2 SIKAFLEX 552 or PURFECT GLAZE "H" • .� ALUM • $a • PfLUM r •RL3BeR • KEYMARI4 • •KEYMARK• SIKA - I-ENKEL 12 P-3503 SCREW #8 X 1/2" PH TRUSS SS @ ASTRAGAL CAP FASTENAL 13 14 15 P-3511 P-3587 P-3767 SCREW #8 x 5/8" SQ. PAN TEK @ TIEROD BRKT SCREW #8 X 1", PH FLAT TEK @ ASTRAGAL, INSERT,LOCK SCREW, #10 X 1" HEX HEAD, TEK @ SIDELITE FASTENAL FASTENAL FASTENAL 16 17 P-4146 P-4278 SCREW #8 X 3/4 PHIL, FLAT SS TEK @ SIDELITE SHIM FUZZY PAD, .200" x 1.250" W/ADHESIVE FASTENAL ULTRAFAB 18 19 20 21 22 P-4522 P-4774 P-4790 P-4794 P-4802 #10 x 1 1/4", PH FLAT, SMS - HINGE @ PANEL WSTP, BULB/LEAFS, PANEL FLUSH BOLT, ASSM, TOP/BTM SCREW #8 x 5/8" SQ. FLAT TEK @ INSERT ATTACH ALL THREADED ROD (TIE ROD) FASTENAL AMESBURY SULLIVAN FASTENAL McMASTER • 23 P-4807 HINGE, GUIDE HOPPE 4 PARTS LIST ITEM PART # DESCRIPTION MATERIAL VENDOR 51 _ P-5131 52 • P-5134 • 536 • P-5151 •54 p P-5157 55 P-5158 GASKET, DOOR SLL, BACK SCREW, #10 X 1-3/4" FLAT SQUARE TYPE F @ HINGE GASKET, SIDELFTE SCREW #10-24 x 1/2", FI Undercut PH, 18-8SS @ KEEPER BOTTOM SEAL FOAM FOAM RUBBER HO PRODUCTS FASTENAL HO PRODUCTS FASTENAL TEAM 56 P-5172 WSTP, .370 X.187, TRI FIN, BLACK ULTRAFAB 5j P-5174 •68 P-5186 g S-1783 60 • S-1784 5-1806 62 S-1816 SCREW #8 X3/4" HEX WASHER HEAD, @ FRAME SCREW #8-32 x 1-1/4" PH,FL MS, SS @ PLUNGER SS FASTENAL FASTENAL THRESHOLD, HIGH RISE INSERT, REINFORCEMENT ALUM ALUM KEYMARK KEYMARK COVER, JAMB, ANCHOR COVER, JAMBS, HEAD,SILL, SIDELITE ALUM ALUM KEYMARK KEYMARK 63 S-1817 DRIP CAP ALUM KEYMARK 64 S-1840 COVER, HEAD, ANCHOR ALUM KEYMARK 65 S-1849 INSERT, INACTIVE PNL, LOCK HARDWARE KEYMARK 66 S-1859 COVER, ASTRAGAL, FD ALUM KEYMARK 67 S-1864 INSERT, FRONT, BTM ATTACH SILL ALUM KEYMARK 68 S-1865 INSERT, BACK, BTM ATTACH SLL ALUM KEYMARK 69 S-1915 BASE. SWEEP ALUM KEYMARK 70 S-1916 DRIP COVER, SWEEP ALUM KEYMARK 71 S-6083 PANEL TOP/BTM RAIL, SIDES - DOOR PVC MIKRON 72 S-6083 PANEL TOP/BTM RAIL, SIDES - SIDELITE PVC MIKRON 73 S-6084 GLAZING BEAD (1") PVC MIKRON 74 H-1888 REINFORCEMENT, VERT., SINGLE DOOR ALUM KEYMARK 24 P-4808/P4809 HINGE, SET HOPPE 75 GLASS SEE SHEET4 25 26 P-4814 P-4863 WSTP, .50X.750 FOLDED BULB SEAL, @ SIDELITE LOCK STRIKE PLATE AMESBURY PADDOCK 76 H-1862 77 P-887 REINFORCEMENT, VERT. MORTISE LOCK ALUM KEYMARK PADDOCK ' 27 P-4864 RHINO STRIKE PLATE PADDOCK 28 P-4866 GUIDE, TIE ROD NYLON M&M 29 P-4871 TIE ROD BRACKET ZINC SULLIVAN 30 P-4885 SHOOT BOLT, TOP PADDOCK 31 32 P-4886 P-4851 SHOOT BOLT, BOTTOM LOCKBAR, INACTIVE, 8 FT PADDOCK PADDOCK 32 P-4884 LOCKBAR, MULTI -POINT, 5PT, 8 FT PADDOCK 32 P-4901 LOCKBAR, MULTI -POINT, 4PT, 6'8 FT PADDOCK 32 P-4902 LOCKBAR, INACTIVE, 6'8 FT PADDOCK 33 P-4903 HANDLE SET, ACTIVE PADDOCK 34 P-4905 HANDLE SET, INACTIVE PADDOCK 35 36 P-4913 P-4917 WSTP, .50X.50 FOLDED BULB SEAL, @ DOOR CAP, ASTRAGAL, OUTSIDE NYLON SCHELGEL M&M 37 P-4918 GUIDE, FLUSH BOLT, INACTIVE PNL M&M 38 P-4922 COVER INTERIOR, FLUSH BOLT NYLON M&M 39 P-4925 CAP, ASTRAGAL, INSIDE NYLON M&M 40 P-4926 SHIM, SIDELITE, DOOR SHIPPING BLOCK NYLON M&M 41 P-4927 GUIDE, FLUSH BOLT NYLON M&M 42 43 44 45 P-4930 P-4933 P-4934 P-4936 SCREW, #10 X 1-1/4" HEX HEAD TEK @ SIDELITE ATTACH NUT, 3/8"-16 FLANGED W/ SERRATED LIP, SS, @ PANEL SCREW, #12-24 X 1/2", PH FLAT, MS, @ HINGE DOOR KNOB, ACTIVE PANEL FASTENAL McMASTER FASTENAL DELANY 46 P-4937 DEADBOLT, ACTIVE PANEL " DELANY 47 P-4969 SCREW, #10 X 2" REINF. ATTACH. FASTENAL 48 P-4997 STRIKE, DEADBOLT PADDOCK 49 P-5127 SCREW, #12 X 2", PH PAN, SMS, ANCHOR FASTENAL 50 P-5130 GASKET, DOOR SILL, FRONT FOAM HO PRODUCTS C (iii 1"/, WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL HEAD SILL ALL FRAMES ARE MECHANICALLY FASTENED 'ALTERNATE APPROVED LOCKSETS: PAMEX GRADE 2 LOCKSET AND DEADBOLT ttt p tSOtttt tttttttt REW No 58201 '; 112 *' T.'31 STATE OF 4/' VI' % .,�sslONA rcN���• 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: BOM DRAWN BY: ADE DWG*: CWS-641 SCALE: 1:1 DATE: 09/08/11 REV.: C SHEET 8 OF 12 • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • •• • •• • • • • • • • 2 1/2" 21/16" L DOOR HEAD-1833 DOOR SILL-1878 DOOR JAMB-1880 4 9/16" SIDELITE-1881 4 9/16" SIDELITE-1900 NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 1 3/4" • •• • • • • • 5 1/2" • • • • • •• • • • • •• • • • • • • • • • • • • • • • • •• • • • • • . 5/16" PVC DOOR PANEL 6083 REINFORCEMENT - 1861 1--1 1/2" — JLJEj- 2 15/16" 1/16" REINFORCEMENT-1860 ASTRAGAL COVER-1859 4 5/16" REINFORCEMENT - 1857 REINFORCEMENT - 1858 r_ 1 1 /2" --j REINFORCEMENT -1862 INSERT, INACTIVE PNL-1849 3/4" THRESHOLD - 1783 FRAME COVER 1806 SIDELITE COVER- 1816 BASE SWEEP - 1915 INSERT, BACK - 1865 9/16" I 1 11/16" 1/16" INSERT, FRONT - 1864 HEAD COVER -1840 5/8" 3/8 T FILLER - 1784 5/8" 1 1/16" 1 PVC GLAZING BEAD - 6084 1 1/8" 5// " 1/16" DRIP CAP - 1817 3/4" 13/16" DRIP COVER - 1916 ag/ii trig WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: EXTRUSIONS DRAWN BY: ADE DATE: 09/08/11 DWG#: REV.: CWS-641 C SCALE 1:2 SHEET 9 OF 12 ANCHOR i MIDSPAN (TYP.) 6" MAX (TYP.) 6' MAX. (TYP.) 17" MAX. O.C. (TYP.) --4" (TYP.) 4" (TYP.) Q • • ••• • • • • • • •• •• • • •• • •• •• • • • • • • • • • ••• • • • • •• •• •• • • • • .•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2" (TAD.) "WOOD/METAL • • • • • • •• • • • • • • • ANCHOIR © MID9� • • • • • •6" MA)L.4TXP.)• � 6" MAX (TYP.)— �EEN.QTE?•• • • • •• • • • • • • • • • • ••• •• 17" MAX O.C. (TYP) INSTALLATION ANCHOR (TYP.) SIDELITE DOOR SIDELITE ANCHOR LAYOUT -1FLANGE) 1 I ' --•-_,:-:__ J � 4" (TYP '� i �� h_ 2" (TYP.) *WO 1 T _ 0 X t 1V f I X 0 . ,l r'4 r, , SIDELITE DOOR DOOR NNCCHOR LAYOUT - (FLANGE) SIDELTE * CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. D/METAL SEE NOTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 11. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 11. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 4" FOR MASONRY, 2-3/16" FOR HINGES (ALL SUBSTRATES), 1' FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMNAAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) aztom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL iiii zv: No 58201 : '' fry * t= cc OT: STATE OF - •4/ i,� <4 O R L O '•".. �. es, .SS/ONAl- „E ... zZ 9/22./2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DATE: 09/08/11 DWG#: REV.: CWS-641 C SCALE: 1:8 SHEET 1I:OF 12 • • ••• • • • ••• • •• • • • • •• •• • • • • • • •• •• • • • • •• •••• • . • • • •• •• • •• • • • • • 6110 • • • • ..• TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. PERIMETER SEALANT - BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 �yBSiRATIR'TP� CONCRETE (2.85 KSI MIN.) • • • •• • VERTICAL SECTION TYPICAL SILL ANCHORAGE • MIN. EDGE DIST, • SEE T F• 1 • • • • • • • • • • • • • 1• ••• MIN. EMBEDMENT SEE TABLE 1 • • •• • • • • INTERIOR • : CONTINOUS DBL 1/4" BEADS OF SEALANT • • • • AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. •+• • le• ••• •••• • • • ..•t: WV(4 :•• INTERIOR INSTALLATION ANCHOR SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 •• • •• • •• TABLE,: APPROVEDINSTAI I Afl NF4 TENERS '"""T1911.0111/nR GROUT -FILLED CMU (ASTM C-90) ANCHOR TYPE 1/4" ELCO ULTRACON EMBED ST. 1-3/4" 2-1/2" 1/4" ELCO ULTRACON 1-1/4" 2XMN. SOUTHERN PINE (t,=u.00) 1/1- CLOO ULTF 00 7/8" 2XMN. SOUTHERN PINE (G=0.55) #12 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MN. STEEL STUD (33 KSI VELD MN) #12-14 HLTI KWIC -FLEXOR RW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 1/2" 1/8" ALUM. (6063-T5 MN.) OR 1/8" STEEL (33 KSI MIN.) #12 GRADE 5 SELF -TAPPING / DRLLNG SCREW FULL THREAD THRU 0.125" 1/2" HINGE ANCHORS INTO CONCRETE (2.85 KSI MN.) 3/16" ELCO ULTRACON 1-3/4" 2-1/2" HINGE ANCHORS INTO HOLLOW OR GROUT-FLLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/Y, HINGE ANCHORS INTO 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" HINGE ANCHORS INTO 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI VELD MIN) #10-16 HLTI KW K-FLEXOR MN TEKS SELF-DRLLING SCREW FULL THREAD THRU 0.060" 1/2" HINGE ANCHORS 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 1/2" INSTALLATION ANCHOR SEE TABLE 1 HINGE ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 2 13/16" ANCHORS THRU HINGE (TYP.) 21 5/16" MAX. SEE NOTE NOTE: HINGE SPACINGS ARE: 8-1/2" FROM ENDS 21-5/16" MAX. 0.C. FOR UP TO 81" UNIT HEIGHT. 20" MAX. O.C. FOR OVER 81" UNIT HEIGHT. 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 HINGE MIN. EDGE DIST. SEE TABLE 1 HINGE MIN. EMBEDMENT SEE TABLE 1 8 1/2" (TYP.) HINGE LAYOUT 1:30 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT No 58201 t�9 STATE OF ;�V!` 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: INSTALLATION DETAILS DOOR DRAWN BY: ADE DATE: 09/08/11 DWG #: REV.: CWS-641 C SCALE: 1:2 SHEET 110F 12 MIN. • • ••• • • • • •• •• •• • • •• •• • • • • •• •• •• •• • • • • •• •• •••• •.• • •. •• • •• • • • • • • • •• • • • • • • TYPICAL HEAD ANCHORAGE • SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. PERIMETER SEALANT BY INSTALLER INSIDE AND OUT • SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 VERTICAL SECTION TYPICAL SILL ANCHORAGE • • • • • MINE EE��IS•f. • • • SEETA LFy1, S111l11 • • • • • • • • • • MIN. EMBEDMENT SEE TABLE 1, SHT 11 4 . • t •• ••• • • /4"•MSHIM • iA ( • • •• • • • • • • • • INTERIOR INSTALLATION ANCHOR SEE TABLE 1, SHT 11 MIN. EMBEDMENT SEE TABLE 1, SHT 11 MIN. EDGE DIST. SEE TABLE 1, SHT 11 • •• • • • • • CONTINOUS DBL 1/4" BEADS OF SEALANT • • • O OUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. INTERIOR •• • INSTALLATION ANCHOR • SEE TABLE 1, SHT 11 • • • PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 1/4" MAX SHIM MIN. EMBEDMENT SEE TABLE 1, SHT 11 MIN. EDGE DIST. SEE TABLE 1, SHT 11 HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT PROPRIETARY AND CONFIDENTIAL WWW 0 0I- ?=o_ o porn _~0 w=mow ,,,,PISORE W �,,,4, .ENti: No 58201 .:S S _t� # *_ .11 STATE OF • 440` „sNs....•/ONA .• %`.. 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION: INSTALLATION DETAILS SIDELITE DRAWN BY: ADE DATE: 09/08/11 DWG#: REV.: CWS-641 C SCALE: 1:2 SHEET 120F 12 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke �modify,,2 suspend the use of such product or material within their jurisdiction. RER reserves the rigli�t. ores oke tlij acceptance, . • if it is determined by Miami -Dade County Product Control Section that this product or, “ial fails fchineet tM.:• requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the Flo.ida•Bvildina • • including the High Velocity Hurricane Zone. • • • • ""• • DESCRIPTION: Aluminum Outswing Entrance Door-LMI `• ' ' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • APPROVAL DOCUMENT: Drawing No. W04-01 Rev F, titled "Aluminum Outswing EiZttaeq Door", sheets 1, •. 1.1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Fafooq Corporition;signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision Ann with lip ):lotice elf • • •; Acceptance number and expiration date by the Miami -Dade County Product Control Section. •..•.• MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure (DP) capacity Single doors & Double doors VS locks + bolts, glazing types and water ratings in sheet 2. Higher DP Single/Double Doors at active leaf require 3-point lock and manual Flush bolts at top/bottom. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0729.14 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files # 14-0303.09/#12-0208.03/#09-0310.05) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ...• along with installation diagram of aluminum outswing door, prepared by Hurricane Ungineering 4.esting• Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated• b3;15/08! stgngd and sealed by Candido Font, P.E. • 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94• • 2) Uniform Static Air Pressure Test, Loading per FBC,.202-941,,,, • • .14 3) Water Resistance Test per FBC, TAS 202-94 • • •4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202,94.. : • • • • 5) Large Missile Impact Test per FBC, TAS 201-94 • . 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • along with installation diagram of aluminum outswing door, prepared by Hurricane Jins ineeria Testing: Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated t /15/04 thru•0 '09/2004, all signed and sealed by Rafael E. Droz-Seda, P.E. (transferred from file # 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. • • . .. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15, prepared by AI-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glas ® (Clear and White) Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. for their "Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 & no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA renews NOA # 14-0303.09, expiring on June 10, 2019. 2. Test proposal # 07-3527 approved by BCCO. Ish�q I. Chanda, P.E. Product Control Examiner NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 . • E-1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1.1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. ... • . • . ...• C. CALCULATIONS • .. . ... . .. 1. None. . .••. ....• . D. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources (RER�.• • • • • • • E. MATERIAL CERTIFICATIONS . • •• • 1. Notice of Acceptance No. 16-1116.01 issued to Kuraray America., Int. fpf their "Trofosil ultra.: •clear, clear & color PVB Interlayer", expiring on 07/08/19. • • • • •• • •• • • •.• F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 12/10/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 18-0116.03, expiring 06/10/2019. Ishd'q I. Chanda, P.E. Product Control Examiner NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 E-2 • • ••• • • • ••• • • •• • • • • •• • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • 000 • • • • 41,10 SEE SEPARATE NOA FOR TRANSOM RATING AND DETAILS LOWER DESIGN PRESSURE OF TRANSOM, DOOR OR AA _1 I'••• TRANSOM MULLION SHALL CONTROL DESIGN PRESSURE• �'•-!i• /, • • FOR ENTIRE ASSEMBLY* • 11ce -•-• •"/ • • • b 11 • /. • • • 1I • /. • • 111 li •_ • Ir •• • • •'•• •/ • O • •, • f • • • •:; Ir ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR. SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEOUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN. THIS DRAWING ARE TO BE ANALYZED SEPARATELY. IN HVHZ ONE TIME APPROVAL FOR MIAMI—DADE COUNTY TO BE OBTAINED, IN NON HVHZ SUCH PROJECTS TO BE REVIEWED BY AHJ (AUTHORITY HAVING JURISDICTION). • • TRIBUT•RY END LOAD AND#ANCHORS TO BE • ••'REVIEWED BY AHJ 7 • • • • • • ••• • •• • •• • • • • ••• •• • 5' MAX. HEAD/SILL CORNERS DOOR HINGES SEE SHEET 2 J FOR QUANTITIES & CAPACITY 42- FRAME WIDTH LOCK OPTION .1' SINGLE DOOR w/ 3 POINT LOCK SEE Dp CHART ON SHEET 2 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SURFACE APPUED /— FALSE MUNfINS MAY .BE USED LOCK OPTION '2' SINGLE DOOR W/ 3 POINT LOCK + FLUSH BOLTS SEE Dp CHART ON SHEET 2 RODUC I REVI srilrfes rift the MAY MoMRf Cade A•eei•uce No IS-61T6.O3 I . Prod•# S — . P� No. 76582 ` ~1� th •Tt= tMay8,201ON-CtrTEcr [ID c 0 0 0 tt SE 0 t a 0 drawing no. LW04-01 sheet 1 of 5 ) • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• • • • • ••• • • • • • •• •• • •• •• •• • • ••• • •• •• • • • • • (4) ANCHORS AT MTG. STILE ENDS—, AT 3' 0.C. �\ DOOR HINGES SEE SHEET 2 FOR OUANTrPES'\ de CAPACITY \ 75 3/4' FRAME WID .1 • • • • • • •• • • • \�\ T 3' MA>r • • • • .� • 5• • • • • • HEAD/511 • • IIF D/SILL • • • • • • Q�tyERS • • • • I C I I I I 1 MIAMI—DADE COUNTY APPROVED MULU NIJ SEE SEPARATE NOA TRIBUTARY END LOAD AND ANCHORS TO BE REVIEWED BY AHJ (E / 36 3/8' EAF WIDTH / / ACTIVE LEAF ii // / •••• \ • • • \ • I • • • \ •I, • • • L JI_ _• i t-i--• I^ \ 11I1 IN—A44NE \ LEAF ._---C____ I ) :I •• • • • jr• • • • • • • • /c __- •/II--_ 29' D.L. OPG. L (3) ANCHORS LAT MTG. STILE ENDS AT 3. 0.C. INTO CONC. 29' D.L OPG. 36 3/8' LEAF WIDTH LOCK OPTION '2' DOUBLE DOOR W/ 3 POINT LOCK + FLUSH BOLTS SEE Dp CHART ON SHEET 2 • •• 10 LEAF HEIGHT •• •• Lg *ROOK EREVISgp +u►the F7s.W bildiRE Clod. Amelitsge. D.N to 10ac—(I -- 3 C••N ‘AciTri �� .TCEWSa'••`C� • • ••• • • • ••• •• • • • •• •• • •• • • • • •• •• • • • •• • •• • •• • • • •• • • DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. (+) ' INT. (-) 2/6 75.0 ! 85.0 3/0 6/8 75.0 ' 85.0 3/6 75.0 85.0 2/6 75.0 85.0 3/0 7/0 75.0 85.0 3/6 75.0 I 85.0 2/8 75.0 I 85.0 3/0 8/0 75.0 85.0 3/6 75.0 85.0 DOORS APPROVED FOR INSTALlAT1ONS WHERE WATER INF LTRATION RESISTANCE IS REWIRED. LOCKS SINGLE DOORS' (OPTION / ) 3 POINT LOCK STSIEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4" X 1/4" X 16-1/4" LONG ATTACHED WITH (2) #8 X 3/4' SMS HINGES SINGLE DOORS. TWO-HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6', 12', 35', 63-1/2" AND 92-1/2" FROM TOP OF DOOR • • • • • • • • • • • • • • • •• • • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. (+) NTT. (-) 2/6 100.0 140.0 3/0 6/a 100.0 140.0 3/3 100.0 140.0 2/6 100.0 140.0 3/0 7/0 100.0 140.0 3/3 100.0 140.0 2/6 100.0 140.0 3/0 8/0 100.0 140.0 3/3 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REWIRED. LOCKS SINGLE DOORS' (OPTION /2) MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART /02181 ATTACHED WITH (4) #10 X 1-1/2" SAS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM, KEY OPERATED ON EXTERIO AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4" X 1/4" X 16-1/4" LONG ATTACHED WITH (2) /8 X 3/4" SMS HINGES SINGLE DOORS' TWO -WADED COMB HING E7RRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3", 9" AND 26-3/8" FROM TOP AND BOTTOM, ONE AT MIDSPAN (6) PER LEAF AT 6/8 DOORS AT 3', 9' AND 26-3/8" FROM TOP AND BOTTOM • •.• / E / �I ••. •'. • • / • / • • / • / /, i/. • a.f• 1•• • • •4 \• • • ee I • • ? •\ • • \ \ I \ • • \ • \ • • \ • • \ \ • / .. • / / / / / ESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' 0R 'B' WIDTH HEIGHT EXT. (+) INT. (-) 5/0 6/8 6/4 75.0 75.0 75.0 75.0 6/4 75.0 7 75.0 5/0 8/1 6/4 75.0 75.0 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. LIMIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS DOUBLE DOORS: (OPTION #2) ACTIVE LEAF. MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 A 3 POINT LOCK STSIEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. ITEM # PART d REQD. DESCRIPTION MATERul MANE./SUPPUER/REMARKS 1 ER006 AS REID. DOOR FRAME 6063-76 - 2 3 ER012 AS REQO. DOOR LEAF 6083-T8 - V21566 1/ LEAF DOOR BASE BOARD 6063-T6 - 4 VZ-1483 1/ DOOR FRAME SILL 8083-T6 - 1/ DOOR 5p1 BASE 6063-T6 - VZ-1481 AS RE00. ASTRAGAL STILE 6083-T6 VZ-1535 ® GLAZo4G BEAD 6083-76 8 2801 AS MD. GLAZING GASKET EPDL1 DUROLIETER 751-5 SHORE A 9 - 1 SHEAR CUP 8063-78 - 10 1001/50 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 11 00600X 4/ LEAF HINGES ALUMINUM GIESSE 12 /10 X 3/8' 4/ HINGE HINGE INSTALLATION SCREWS - PH MACWNE SCREWS 13 - AS RE00. BULB W STRIPPING a - 14 /10 : 2" AS REOD. AGSFMPoY SCREWS a HH SELF ORILUNG 5 112 X 1-1/4 - FRAME ASSEMBLY SCREWS - SKIS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART #02168 ATTACHED WITH (4) #8 X 1-1/2" SMS. HINGES DOUBLE DOORS' TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6', 12', 35', 63-1/2' AND 92-1/2' FROM TOP OF DOOR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. -3/16" HEAT STREN'0 GLASS '` 090" Interlayer ,-Trosifol PVB \By 'kuraroy Americo. Inc.' -3/16- HEAT STREN'D GLASS \ 100" Interloyer -SentryGbs 1 By 'Kuroray Americo, Inc.' 1 A 11 3/16" HEAT STREN'D GLASS \' I-3/16" HEAT STREN'D CLASS 1 I ,1 1 I I \ \ SILICONE r CE SCS 2800 / SILGLAZE II SILICONE r GE SCS 2800 SILGLAZE II 4413110 GLAZING OPTIONS GLASS TYPE 'B' 'ROOlC r REVISES N comPlyl•Q with tee Flo.4 MOON{ Cede Aaepleace No (8-C, I 4•33 E4p60Le•44r f(Ac( (cr war Aug Product Ceelwd NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 1\1111illj AAA\ • '' UGFN$ ''.... '� May8,20182: -1 TE OF •Ilizz zz 0RL0t.•• 4:F.S 'II/lit-WO' c 0 n IV 0 drawing no. W04-01, (street 2 of 5) • • ••• •• •• • • • •• • • • • • • • • • • • • • • • • ••• •• • •• •• • • •• •• • • • •• ••• •• • •• • • •• •• •• • •• •• • • • • • 0 x a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING I. EDGE DNT. 18Y • wOOE !RPM • • • • • • • • •.. • • •' • L a D7 13 V TYPICAL ANCHORS -i SEE ELEV. FOR SPACING ACCESS HOLES WITH PLUGS • • • • • • • • • • • • • •• • /8 X 1/2" SMS 3" FROM ENDS AND 10" 0.C. MAX. (4) /12 X 1' SMS AT 2' 0.C. MAX. AT CENTER OF SILL REOD. AT DOUBLE (XX) DOORS ONLY MM Im S'c • • • • • • • • TYPICAL ANCHORS SEE ELEV•TIONS � RDB R SRACIN 7/ • • • • • ' • • • • • ' 1_ Av , SEE SEPARATE NOA II FOR TRANSO 1 .� _g�� RATING AND pETAILS FY 7L7Uy in5} 1 11 It I Il II 1 11 11 L.JIZ? J I 1 i i ( • •• • • • . 2 MIAMI-DADE COUNTY I APPROVED MULLION SEE SEPARATE NOA (SEE Dp LIMIT NOTE IN SHEET 1) `TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS, SEE ELEVATIONS FOR SPACING SHIM SPACE 8 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. METAL STRUCTURE WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 41-...-1(4 DIA. ULTRACON BY JELCOJ (Fu.177 KSI, Fy-155 K51 INTO 2AY WOOD BULKS OR WOOD SI NUCIUKLS *TOME IC r roUM°twitit REVISED A Corlo _. o— 11:•—p 3 t. wad Pr•d•ctCwlwt SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. 1-1 2" ... " , •. • • . • . 0,0 • HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) " MIN. EMBED INTO BLOCKS JA DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) E14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRRICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc 3000 PSI MIN. C-90 HOLLDW/FM.LED BLOCK AT JAMBS fm - 2000 PSI MIN. aT I I;:% 1,6M3cSe Pi°. 70592 • 1 s May8,20181e- „� • TATE OF. 1}j/ ;'2iS'.."'toRenT:.. ' �; . Z E h gloql r N Rgg cog 1� O o off' 0 gi QZU ALUM OUTSWIN c M 0 B c .92 o • _ Y .S I` drawing no. W04-01 (lheet 3 of 5 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • a • • ••• 1/4" MAX.'• SHIM TYPICAL ANCHORS / SEE ELEV. 5 FOR SPACING • ••• • • • • • • • • • • • • • • ACTIVE LEAF •• • • • • • • • • •• • • • • • • • • • • • 3 • • •/5 • • • •• in /8 Xh • 5• • •0/ • • • •• • •• EXTERIOR LEAF WIDTH 42" MAX. • • • MIAMI-DADE COUNTY APPROVED MULLK)N SEE SEPARATE NOA I SEE SEPARATE NOA FOR SIDELUTE RATING AND DETAILS M1 JL — n II h II 14 Ip al FRAME WIDTH SINGLE DOOR LOCKS SEE SHEET 2 1/4" MAX. SHIM SPACE METAL 7 STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCKS SEE SHEET 2 EXTERIOR (F •• 75-3/4" MAX. FRAME WIDTH DOUBLE DOOR IN —ACTIVE LEAF \\ I D.L.O. (2) fa X 3/4- SMS LEAF WIDTH LOCKS SEE SHEET 2 1/4" MAX. SHIM TYPICAL ANCHORS 1- SEE ELEV. FOR SPACING oRODVC f REVISED Y camplyke sitli I•e FInNe binding Cade A.aptaree Na Exiirali• Date_ '. lA I1 1 f/fi Me' A,d(P..es Ca.11y ./WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING /—`," : 10.70592 x ! � {j May 8,201E ) • V .STATE OF T� r;m4I.u" Lxi J 0 �o u 2 UPDATED TO 2014 FBC 2 qo 2 0 0 d • 0 0 to drawing no.] (sheet 4 of 5 • • ••• •• •••• •• • • • • • • • • • ••• • • • ••• • •• •• • • • •• • • • ••• •• • • • • • • • • • ••• DOOR FRAME 2.819 DOOR LEAF 0 DOOR BASE BOARD .138 w - —1.772 FRAME SILL 3.937 L1 • ••• •• •• • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • ..Y/ • •• • • • • • • • •• • 1.103 r.080 238—_ i -�i 1.043 I-� SHEAR CLIP r*— 2.402 �I 1.764 1.906 .591 ASTRAGAL STILE 1.00000 n-2.000 —.094 SILL BASE so 1.016 0 GLAZING BEAD • •• • • • • • •• LEAF CORNERS FRAME TOP CORNER FRAME BOTTOM CORNER 'RODUCfitEY(SED tr ail'MJi+4 with the Merida loading Cede nre,hea No la,aye.p3 Capitative Ml_/ 4.4 /Ly i�i �y.' Aa4 iisduN CwIwJ j �Aay 8,2018 %% STATE OF ' 4: c0 o n 73 9 0 go 2 a U c• yo^ oa u n o Tim o`n drawing no. W04-01i (sheet 5 of $ ;