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WS-18-1093Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Perm Permit NO. WS-4-18-1093 Permit Type: Wlndows/Shutters Classification: Window/Door Replacem Permit Status: APPROVED Issue [fate: 5/1/2018 Expiration: 10/28/2018 Parcel Number Applicant 10 NE 102 Street Miami Shores, FL 1132060131490 Block: Lot: SAT LLC Owner Information Address Phone CeII SAT LLC 10 NE 102 Street MIAMI SHORES FL 33138- (561)254-4057 10 NE 102 Street MIAMI SHORES FL Contractor(s) GEF CONSTRUCTION CORP Phone (305)216-5087 CeII Phone Valuation: Total Sq Feet: $ 12,700.00 0 Type of Work: REMOVE AND REPLACE WINDOWS AND DOOR No of Openings: 16 Additional Info: REMOVE AND REPLACE WINDOWS AND DOOR Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.80 $3.90 $2.60 $2.60 $260.00 $9.00 $10.40 $296.30 Pay Date Pay Type Invoice # WS-4-18-67297 05/01/2018 Credit Card 04/26/2018 Cash Amt Paid Amt Due $ 246.30 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAV construction an Authorized Sign re: Owner / oing information is accurate and that all work will be done in compliance with all applicable laws regulating size the above -named contractor to do the work stated. /4'4 0E2 Applicant / Contractor / Agent May 01, 2018 Date Building Department Copy May 01, 2018 1 BUILDING PERMIT APPLICATION 'BUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL JOB ADDRESS: /0 i /0ZS/ 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 ❑ ROOFING ❑ PUBLIC WORKS Co 1 'FBC 201q- Master Permit No. 'i )S 18 — ` RS Sub Permit No. RECEIVED APR 26 201� ❑ REVISION ❑ EXTENSION 0 RENEWAL ❑ CHANGE OF CONTRACTOR ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: 33l38 Folio/Parcel#: ///3Z L ' ` d)3 - /9 5L' Is the Building Historically Designated: Yes NO a Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): teDt ALP W ILU/ ? /._' .tJ / «� f�, �• Address: IV? i, c 14AY1MA F01 Cr u>.( r 1, ,' c 1=1 _ 3 City: L- (L/ Phone#: S6 l — ZTY - S7 State: tr Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: CE-1- i Address: /V%o -S City: Ili,":11 Ai / State: Phone#: 30 f-Z//, So q Zip: 3-? Qualifier Name: �kA-% Pot ,, °{Ar-,-- • Tr.. i._ Phone#: 3o.C=Z,/(;, `S ' t7.. , State Certification or Registration#: Ct c (St / Z ; Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#:. Address: City:. State: ' Zip: = " Value of Work for this Permit: $ ea Square/Linear Footage of Work: "L—P oM /S/' Ise fra lb w! Type of Work: < ❑ Addition ® Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: /.ICJ VQ A £ OAS 'S" D0n1.K Poo; S U- i, wj ti.1 I T /r uJ ..fr f/'f CT Specify color of color thru tile:. Submittal Fee $'' ``'' "'''�^�' �iPe�mit Fee $ Scanning Fee $�.. __.., ., .. .__t.... Radon Fee $.._.. DBPR $`°....Notary $ ` ... . . Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ CCF $ e;",:'N (Revised02/24/2014) • r Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if.'applicable) Mortgage Lender's Address City ° • State Zip 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. Signatu OWNER or AGENT The foregoing instrument was acknowledged before me this iV,' 1 day of (.v�;L_ , 20 J , by day of _ /� , 20 /� , by /�//�,g, who •is personally known to L1�f��Y� ��Q — ho is personally kn4vKrltp am. ' r . 1 me or who hils produced pf'. i as me or who has produced `as n ', s TM, w3—do9iO identificatio'n'and who id to a an o h. If V r /-NOTARY PUBLIC: Sign: Print: Seal: *********** APPROVED BY jkik, PAMELA L RODRIGUEZ MY COMMISSION # GG041454 Signature CONTRACTOR The foregoing instrument was acknowledged before me this identification and who did take an oath. NOTARY PUBLIC: Seal: li ********************. Plans Examiner Structural Review PAMELA L RODRIGUEZ :•: ••ii MY COMMISSION # 00047454 ** * * *EXPIRES November 24*, 2020 4 ********* Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-013-1490 Property Address: 10 NE 102 ST Miami Shores, FL 33138-2323 Owner S AT LLC Mailing Address 10 NE 102 ST MIAMI SHORES, FL 33138 USA 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 2,232 Sq.Ft Living Area 1,562 Sq.Ft Adjusted Area 1,897 Sq.Ft Lot Size 9,750 Sq.Ft Year Built 1955 Assessment Information Year 2017 2016 2015 Land Value $243,639 $243,639 $185,196 Building Value $132,031 $132,031 $132,031 XF Value $462 $470 $382 Market Value $376,132 $376,140 $317609 Assessed Value $376,132 $126,099 $125,223 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $250,041 $192,386 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Civilian Disability Exemption $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 10 & N3OFT OF LOT 11 BLK 11 LOT SIZE 75.000 X 130 OR 17801-4758 0997 5 Page 1 of 1 Generated On : 4/24/2018 fl Taxable Value Information 2017i 2016 2015 County Exemption Value $0 $50,500 $50,500 Taxable Value $376,132 $75,599 $74,723 School Board Exemption Value $0 $25,5001 $25,500 $99,723 Taxable Value $376,132 $100,599 City Exemption Value $0 $50,500 $50,500 Taxable Value $376,132 $75,599 $74,723 Regional Exemption Value $0 $50,5001 $50,500 Taxable Value $376,132 $75,599. $74,723 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 10/02/2017 $435,000 30719-1687 Qual by exam of deed 02/28/2017 $191,000 30449-3610 Forced sale; under duress; foreclosure prevention 10/31/2016 $100 30358-1824 Corrective, tax or QCD; min consideration 09/02/2016 $100 30236-4156 Corrective, tax or QCD; min consideration 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: https://www.miamidade.gov/propertysearch/ 4/24/2018 Detail by Entity Name Page 1 of 2 F orida Department of state DIVISION OF Cor2naru,r;;:,ra:. / Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company rSI I LLCM - Filing Information Document Number L06000029322 FEI/EIN Number 20-5100037 Date Filed 03/20/2006 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 08/10/2016 Event Effective Date 12/02/2015 Principal Address 14765 HAYMARKET COURT WELLINGTON, FL 33414 Changed: 08/10/2016 Mailing Address 14765 HAYMARKET COURT WELLINGTON, FL 33414 Changed: 08/10/2016 Registered Agent Name & Address TRAUTMAN, RONALD, TRUSTEE 14765 HAYMARKET COURT WELLINGTON, FL 33414 Name Changed: 08/10/2016 Address Changed: 04/14/2012 Authorized Person(s) Detail Name & Address Title MGRM TRAUTMAN, RONALD, TRUSTEE 14765 HAYMARKET COURT WELLINGTON, FL 33414 http://search. sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/24/2018 Detail by Entity Name Page 2 of 2 Annual Reports Report Year Filed Date 2016 04/20/2016 2017 03/02/2017 2018 01/14/2018 Document Images 01/14/2018 -- ANNUAL REPORT 03/02/2017::cANNUAL REPORT 08/10/2016 -- LC Amendment 04/2012016 -- ANNUAL REPORT 12/02/2015 -- REINSTATEMENT 02/24/2014 -- ANNUAL REPORT 04114 /2 013::::ANNUAL REPO RT 04/14/2012 -- ANNUAL REPORT 04/07/2011 --ANNUAL. REPORT 04/28/2010 -- ANNUAL REPORT 04122/2009 -- ANNUAL REPORT 0. /00/2008..::::..ANNUAI,_REPORT 04/26/2007 -- ANNUAL REPORT 03/20/2006 -- Florida Limited Liability View image in PDF format View image in PDF format View image in PDF formal View image in PDF format View linage in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format http://search. sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/24/2018 • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this P.- q day of , 20 f' . By 20 who is personally known to me or has produced --6 3- % 3 9 - 6-3 -- DDgdentif cation. Notary: SEAL: 1Iw JARLE DE LATORRE ••• •, MY COMMISSION II GG 166437 EXPIBFS:Apri17, 2022 '••f ds ! ?•"* Bonded Thru Notary Public Underwriters GEF Construction Corp - CGC #1511261 1420 SW 92"d Avenue Miami, FL 33174 305-216-5087 Date: Ap,a��'j& State of: c//j�� ,4_, County of: / 41/1-1j Before me this day personally appeared � /Z,fAel,�vr - who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: {jDiJJF/2 Contractor Si Swor (or affirmed) and su scribed before me this (;7' t of )i by �fk/ff �1S,2/G'z-• Personally know Produced Identification Type of Identification Produced , 20 /, PAMELA L RODRIGUEZ MY COMMISSION* GG047454 EXPIRES November 24, 2020 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgeme t: Qualifie Owner re F,e14-VL4D a K.sD t2 Date Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than lx), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND { SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;1 1 /17/2014 Z1'e`' if-Zloo 37°X 3 f' 7'o" O GO 14IZZ1D0 37 is Soy SE2I-1 I goo 33x $2" J e J‘E I o2 T Y1. /4444 SN-o k€ S L 3 313lb 26' # 11-3Z-o13-/y9D scAct/ r 1 Zo'D" 3"7" & " HL2I0o 311Z g2' Sal eS ROD D lloyx .6b- ll�' (Ll Wt22too 3-71/ )( 3b y N12-zioo -r Miami Sh e rVillage APPROVED BY DATE ZONING DEPT\ BEDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS CElVED APR 26 2018 0 7(r)C So" lf.g_Zloo . • .• .•,• •• • .. .. . . ..•• • •• • • • .. • •..• a •• •••• • •. •• • • • • O " f a I/o`/< S-oy 7/"/ s ' CElVED APR 26 2018 0 7(r)C So" lf.g_Zloo . • .• .•,• •• • .. .. . . ..•• • •• • • • .. • •..• a •• •••• • •. •• • • • • O " f a I/o`/< S-oy 7/"/ s ' Florida Building Code Online FLOPIDA DEPAPTMENT OF • • • ••. • • • • • • • • • • • • •: ' • • • ••• • • • • • • •. • ; • •• • usiness & Professional Regulation Florida r r OFFICE OF THE It SECRETARY BCIS Home j Log In i User Registration -lot Tope Product Approval USER: Public User • • • • • •• •••• •• • • • • • SubMi l.rchay• e Stets Fact! ; •PublicationsDFA FBC Stag BCIS Site Map j Links I Search ••• •• • • Page 1 of 2 •• • • • .• ' • • • • '• •• • Product Aooroval Menu > Application Detail • • • • • • ••• FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method • • • • • • • • • • ••• ••• FL17595-R1 Affirmation 2017 Approved Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By EMC Windows and Doors, LLC. 455 E. 10th Ave. Hialeah, FL 33010 (305) 283-6280 EMCwindowsdoors@gmail.com Yiping Wang mcy@mcyengineering.com Carlos Perez 455 E. l0th Ave. Hialeah, FL 33010 (305) 283-6280 EMCwindowsdoors@gmail.com Windows Horizontal Slider RECEIVED MAY 1 2018 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Yiping Wang PE-55983 12/31/2018 Sifu Zhou, P.E. ❑ Validation Checklist - Hardcopy Received FL17595 R1 COI Certificate of Independence SS .odf Standard ASTM E283 ASTM E330 ASTM E331 TAS 201 TAS 202 TAS 203 Year 2004 2002 2000 1994 1994 1994 Florida Licensed Professional Engineer or Architect FL17595 R1 Eauiv Statement of Equivalence - HR2100 SS.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2f .. 4/30/2018 Florida Building Code Online Sections from the Code • • ••• •••• •• • • •• •• • ••• • • • � • • • • • • • •• • • • • • • • • • ••• • • • • • Page 2 of 2 ••• ••• • • • • • ••• •• • ••� • • • Flit:ffirnt t there are no changes in the new Florida • • �" • • • • • Building C•odg which affect my product(s) and my product(s) • • • • ar%Lpoltlgll6nce with the new Florida Building Code. Documentation from approved Evalu>l1Ion•orI/a114tiori4ntity RYes ONo ON/A • ••s• • • • o •• • • • • • • • • • ••• •••• • • • • • • • • • , FL17599 R1 COC FBC 2017 Affirmation Letter f117595 SS.Ddf • • • • • ••• ••• Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 01/11/2018 01/12/2018 03/29/2018 FL # Model, Number or Name Description 17595.1 HR 2100 Aluminum Horizontal Sliding Window HR 2100 Aluminum Horizontal Sliding Window - L.M.I. & S.M.I. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-100 Other: FOR DESIGN LOADS VS. WINDOW SIZES, SEE INSTALLATION INSTRUCTIONS. Installation Instructions FL17595 R1 II AD15-14 4-1-15 SS.Ddf Verified By: Yiping Wang PE #55983 Created by Independent Third Party: Yes Evaluation Reports FL17595 R1 AE Evaluation Report SS.Ddf Created by Independent Third Party: Yes imp =El Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 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: ® }emsIN Credit Card Safe '.c( tlrilv'',11TRlc https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2f... 4/30/2018 RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 F2obert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. Kd = .85 FOR 175 MPH WIND ZONE FLORIDA BUILDING CODE, 2017 ` \" / if 4 Interior & Exterior Zones (4&5 - Walls) Positive Pressures \ Exposure C For the 175 mph Wind Zone CATEGORY-2,,, BLDG/ Height (Maximum) Effective Wind Area (or, TributaryArea) in Square Feet, 10 20 30 40 50 `, p0-_, 1.00 0.95 0.92 0.89 �°0.88' " �) :-.1, - 0.86 01, 15 40.4 38.5 37.5 36.7 / (36.1" \' i V 35 7-' U 20. 42.7 40.8 39.7 38.9 `',38.3 ' , , j37 8 Li 25 44.6 42.6 41.5 40.6 ' e = -..''' 40:0:` ,3914 ri } 30 46.5 44.4 43.2 42.3( 41.7 t4111 VI 40 49.4 47.2 45.9 44.9,'- ..-- 44.2 r4 :6 50 51.8 49.4 48.1 /,47.1 "-''46.4 457•' 60 53.7 51.2 49.8 -_ �48.8 � 48.1 • . 47.4... .. • • • • • • Interior Zone (4 - Walls) Negative Pressures/��' • •• • Exposure C For the 175 mph,d,Z e CATEGORY.2 BLDG._ Height (Maximum) Effective Wind Area,(or,,Tributary Area) in Square•Feet • • 10 20 ( 30�' j 40 50 ' •_•_,• 60 •;;• -1.10 -1.05 ,-1.02/' -0.99 -0.98 •.....-0.96 4 •-39.1:.., 15 -43.8 -42.01,:1`') j -40:9' -40.2 -39.6 • 20 -46.4 -44(.4'"N, ---43 `3 -42.5 ' -41.9 : _ , • •: 41.4 • . 25 -48.4 -46.4 ""'- -45.2 -44.4 -43.8 -43.2' • •' 30 -50.5 -48.4 '' -47.2 -46.3 -45.6 -45.1 40 -53.6 �f` 75t 4 -50.1 -49.1 -48.4 -47.8 50 -56.2 N,--53.8�po. -52.5 -51.5 -50.7 -50.1 60 -58 92, ". ' -55`.8 -54.4 -53.4 -52.6 -52.0 • • • Exterior Zones (5 - Walls),Negative Pressures, Exposure C For the, 175 mph Wind Zone CATEGORY 2 BLDG Height l(Maximum) / - ----, \ Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 '' ---1.40 -1.29 -1.23 -1.19 -1.15 -1.13 ' 15,\ `�' --54.1 -50.4 -48.3 -46.8 -45.6 -44.7 1 20 N. -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 AiN, 25 . -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 f ` ; 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 \ `40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 -- 50p -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 `-, 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, . _ but not Tess than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). - - THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART 4`N WITHOUT WRI 1 1"EN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TAMPS ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. • • • .• • .• • • • � • • • • • 1/15/2018 Florida Building Code Online FLORIDA OCPA0TM6 0 u iness P ofessional Raga. ion ► OFFICE 0i.T BCIS Home Log In j User Registration { Hot Topics Product Approval USER: Public User Submit Surcharge ','. Stets & Facts Publications FBC Staff ; BCIS Site Map Links Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17595-R1 Application Type Affirmation Code Version 2017 Application Status Validated Comments Archived Product Manufacturer EMC Windows and Doors, LLC. •••• Address/Phone/Email 455 E. l0th Ave. • • Hialeah, FL 33010 • • •••• (305) 283-6280 •••• • •••• EMCwindowsdoors@gmail.com • •••• Authorized Signature • • • •• • • Yiping Wang •••• • • • • • yiping@mcyengineering.com • •••• • •• • • • •• • • •••• Technical Representative Carlos Perez • • • • • • • • • • •• • Address/Phone/Email 455 E. l0th Ave. • • Hialeah, FL 33010 • • • • (305) 283-6280 • EMCwindowsdoors@gmail.com •• • • • •• • • • • • • •• • Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Yiping Wang Evaluation Report Florida License PE-55983 Quality Assurance Entity Quality Assurance Contract Expiration Date 12/31/2017 Validated By Sifu Zhou, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL17595 R1 COI Certificate of Independence SS .odf Referenced Standard and Year (of Standard) Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYdg2pQ%p2fXXJvJOHEG4xCJdXrZSC%2fEXleabRJKeXPTZ9fg%3d%3d 1/2 1/15/2018 Florida Building Code Online FL17595 R1 Equiv Statement of Equivalence - HR2100 SS.pdf Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ' Yes No N/A FL17595 R1 COC FBC 2017 Affirmation Letter f117595 SS.pdf Method 1 Option D Product Approval Method Date Submitted Date Validated Summary of Products FL # 17595.1 Model, Number or Name HR 2100 Aluminum Horizontal Sliding Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-100 Other: FOR DESIGN LOADS VS. WINDOW SIZES, SEE INSTALLATION INSTRUCTIONS. 01/11/2018 01/12/2018 Back Description HR 2100 Aluminum Horizontal Sliding Windw.412tT'jrI. & S.M.I. • • •••• ..• -AD— • .......................................................... •••• Installation Instructions • • • • FL17595 R1 II AD15-14 4•1•-45 6S.pdf • • • • Verified By: Yiping Wang PE•44$3 • Created by Independent Third Party: Yes Evaluation Reports • • • • • FL17595 R1 AE Evaluation Re1ER SS.pdf • • • Created by Independent Thjfd ?arl w Yes • • • • •• •• •• • 'Next' • • • • • • • • • • •••1••• • • • • • • ••••• •• • • • • • • • • •• • Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 • • • • • •• • The State of Florida is an AA/EEO employer. Coovright 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: Credit Card Safe • https://www.floridabuilding.org/pr/prapp_dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2fXXJvJOHEG4xCJdXrZSC%2fEXkj%2bRJ KeXPTZ9fg%3d%3d 2/2 111" MAX. - ONE ANCHOR AT CENTER PER PANEL 3 1/2: MAX. TYP. HEAD/SILL CORNERS WINDOW WIDTH 7"_� ....15" MAX...> AT HEAD/SILL 1 11 - I i U mw .75 2,0 Z m: 19 1 31 5/8" D.L.O. (VENT) 36 3/4" VENT WIDTH 1 33 1/2" D.L.O. (FIX. LITE) TYPICAL ELEVATIONS TESTED XOX T ONE ANCHOR AT 531/8" CENTER PER PANEL FRAME WIDTH 3 1/2 MAX. TYP. 7" 1.9 3/4"MAX. HEAD/SILL CORNERS AT HEAb/SILL 1 1 1 1 1 1 I 23" 21 1/4" D.L.O. (FIX. LITE) D.L.O. (VENT) 26 3/8" VENT WIDTH TYPICAL ELEVATIONS TESTED (OX,XO) 1 I' 31 5/8" D.L.O. (VENT) 36 3/4" VENT WIDTH 1 THESE WINDOWS ARE RATED FOR LARGE j MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. - TWO ANCHORS Al' FIXED r- ONE ANCHOR AT 111"MAX. PANEL WITH EQUAL SPACING CENTER PER PANEL 3 1/2 M X.TYP. HEAD/SILL ORNERS WINDOW WIDTH' 16 1/8" MAX. AT HEAD/SILLY 1 °ol> 00 'g:i 1 AV 2 m F- O U i N W m 0 O Z 22 3/8" D.L.0. (VENT) 27 1/2" VENT WIDTH D.L.O. (FIX. LITE) TYPICAL ELEVATIONS TESTED XOX (a, z, a) 22 3/8" D.L.O. (VENT) 27 1/2" VENT WIDTH HR 2100 ALUMINUM HORIZONTAL ROLLING WINDOW THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010/2014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). HORIZONTAL SLIDING WINDOW RATED FOR LARGE AND SMALL MISSILE IMPACT AND DOES NOT REQUIRE SHUTTERS. ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS S2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE LISTED, SPACED AS SHOWN IN DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• ••• • • • •• •• ANCHORING OR LOADVG bIDIt10r�S N)* DTIHQWN IN THESE DETAILS ARE NOT PART OF THIS AF44OVAL.• • • • A LOAD DLMV[TIOF'PUt 4EAVIS US D INDESIGN SF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEIJMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISMILPI2TERIALS SHALL•MEET THE REQUIREMENTS OF THE 201191 14 ?L:121DA CODE SECTION A,AFFLICABLE. • • • • • • ••• •• APPROVAL APPLIES TO SINQL UOIT5,OFTSICE E ' Sy1� /E COMBINATIONS OF HR-HR OR J / HORIZO ROI�.}NG WIN WTyi OTHER WIYDOVMTYPES IN MODULES OF TWO OR MORE WINDOWS USING FLORIDA APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM ILNITATIONS OF USE B. CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION PURCHASE AND INSTALLATION Of THIS PROM, BASED ON THIS PRCOUCT EVALUATION PROVIDED HEKHE DOES NOT DEVIATE fROni THE DOCUMENT THIS PRODUCT EVALUATiON DOCUMENT ENGINEER OP ARCH.TEC,A.CH V.^LL BECOME tHE ENC.INEER Of RECORD IF 0 R FOR THE PROJECT MO WHO WV. BE RESPONSSLE FOR THE PROPER USE Oi y�♦.�``.A BRfDEEA �++RE TRAN3 10. P+'fM r tiQC.RR.28677 Y i FL y17505 40 EL P 0 .......... AD15-14 ••• . • • . ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • April 1st, 2015 DESIGN LOAD CAPACITY - PSF (XO & OX) / 1/8" ANNEAL GLASS GLASSLAM SAFETY .090' GLASS TYPE A GLASS TYPE B EXT. / ,' PLUS II RESIN — 1/8" ANNEAL GLASS 4 `„ WIDTH �`,`- ``•.,� WIDTH �'`., ' 1 74' i22 " \ / \ �^ `_. HEIGHT 26 1/2" 1 37" 53 1!8" 63"74" HEIGHT''-_ 261/2" 37" 531/8" 63" s- ) _ / +zo: ,' ifi DOW 995 BACK 26" +90 +90 -100 -100 +90 -100 +90 +90 -100 -100 26 +65 +65 +65 75'', -75 -75 +65 +65 -75 -75 d' col — - _.1. ( 1 SILICONE I 38-3/8" +90 +90 -100 -100 +90 -100 +90 +90 -100 -100 38-3/8" +65 +65 +65 -75 -75 -75 +65 +65 -75 -75 r� i /% MCY ENGINEERING, INC. GLAZING CONSULTANTS 1 SW 124'1111 AVE. STE. 205A P. 305.271.0117 Ml, FL 33183 P: '706.573. 5063 MCYEngineerng. corn MCY. Engineering( 50-5/8" ...... ..... ... +90 -100 +65 +90 -100 _......_+65.. +90 +90 +90 -100 j -100 -92.8 ........_ +65 j _ ..GLASS +65 +65 50-5/8" +65 +65 +65 -75 -75 -75 +65 +65 +65 +65 +65 -75 -75 +65 +65 '-.- TYPE "A" 63" -75 -75 -75 -75 -71.5 63" -75 -75 -75 -75 -73.5 5/16" OVERALL LAMINATED GLASS 741/4" +65 -75 +65 -75 _., .-.._..._ +65 -<;_ .;-.... -75 741/4" +65 +65 +65 -75 -75 -75 1/8" ANNEAL GLASS 76" +65 -75,' +65 -75 *65 -75 _ 76" +65 +65 +65 75 -75 -75 _ EXT. (1/8" TEMP. GLASS FOR USE IN SMALL MISSILE AREA) 3/8"AIR SPACE DESIGN LOAD CAPACITY - PSF (XOX 1/3-1/3-1/3) (2?' '', i — .090"GLASSLAM SAFETY PLUS II RESIN - 1/8" ANNEAL GLASS GLASS TYPE "A" GLASS TYPE "B" M zoi \ -d6) DOW 995 BA CK < 3 WIDTH '"-_, WIDTH �'`-, -- SILICONE/ SERIES HR2100 ALUMINUM HORIZONTAL SLIDING WINDOW - LMI 8 SM I' EMC WINDOWS AND DOORS, LLC. 455 E. 10TH AVE. 61 HIALEAH, FL. 33010 )A' P: (305) 283 - 6280 EMCWindowsDoors@gmail.com -' _ HEIGHT-_- 53 1/8" 63" 74" 94 1/2" 1 111" HEIGHT'- 53 1/8" 63" 74" 94 1/2" 111"^ 26"-100 +90 +90 -100 +90 -100 +90 +90 -100 -100 i 26 +90 +90 +90 -100 -100 -100 +65 +65 I -75 -75 +65 - ...__.- GLASS TYPE "B" 38-3/8" +90 -100 +90 -100 +90 -100 +90 +90 -100 1 -100 38-3/8" +90 +90 +90 -100 -100 -100 +65 -75 I -75 13/16" OVERALL INSULATED LAMINATED GLASS 50-5/8" +90 +90 -100 -100 +90 -100 +90 +90 -100 I -100 50-5/8" +90 +90 +90 +65 +65 -100 -100 -100 -75 -75 63" +65 +65 -75 -75 +65 -75 +65 i +65 -75 1 -75 63 +65 +65 +65 j +65 +65 -75 -75 -75 . -75 -74.1 DESIGN LOAD CAPACITY - PSF (XOX 1/4-1/2-1/4) NOTE: GLASS CAPACITIES N THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) GLASS TYPE "A" GLASS TYPE "B" WIDTH HEIGHT' 531/8" 63" 74" 94 1/2" 111" _ WIDTH HEIGHT ' I 531/8" 63" ••i ••it" • • 94•I/2" • • 11*• • • •• •• •• • •• •• • 26 +90 +90 +90 +90 +90 26., +65 +65 • •+E♦S •• +6 63 • �>>i• sC• "*tflia�("# Lfffl F -100 -100 _._ 100 -100 -100 75 -75..• •..!5 •• Z •: • __ITS, '...... `,� \1l „ .'fi.E tg- �1759� 38-3/8" +90 -100 +90 -100 +90 +90 +85.5 100 -100 -85.5 38-3/8" + +65 +65 +65 +65 65 -75 -75 -75 75 -75 *`''L�'�.',t w . 4 ARE.�a'-rufiq; P$ 3 N1K i 14QCM . 286 7 '9" �"t 50-5/8" +90 +90 -100 -100 +90 +90 +69.7 -100 I -100 -69.7 50-5/8" +63.6 6 .6 63.6 • *MI 65 •• + 3 •.. •+ ; + • 75 •75• • -75 � ;; -=5• 1 • 4,4.8 • • is • ,• I ' + / dF . ttt 63" +65 +65 -75 -75 +65 ' +65 +56 -75 ! -75 '', -56 63 • • • +63.6 +6l6 • +61.6 •1 • :63.4 • • + 7: 63 6 '', Vile, ' : • -63.6 • . • 61.6 -5i.7 • s i "pS ��O S ,•` _ R a Q ft .,+`.0. 4. If " +1 .'Ill 15-14 ,�C`ch V ** ,,,,,,�4S;,,,P;t,,, SHEET S2 ••. • • • • • • • • • .•• • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• •• • ••• • • April 1st, 2015 0 (26 MIN. EDGE DIST. CONCRETE 1 BY WOOD BUCK m TYP. ANCHORS SEE ELEV. FOR SPACING 2-3) _(6-) A) DETAIL • iAT X PANEL TYP. ANCHORS SEE ELEV. FOR SPACING E 1 BY WOOD BUC CONCRETE MIN. EDGE DIST. - z int DETAIL " JAT X PANEL MIN, EDGE DIST. CONCRETE 1 BY WOOD BUCK TYP. ANCHORS SEE ELEV. FOR SPACING / DETAIL C ;AT 0 PANEL — TYP. ANCHORS SEE ELEV. FOR SPACING • • CiitET • METAL MIN. STRUCTURE EDGE DIST. • • • • • • • • • • • • • •• • • • • 000000 • • • • • • • • • • n DETAIL • ‘,• / • • AT • • • • • • • • • • • • • • • • • • • • • • OOOO • • • • • • • • • • • • • • • • • ..mtN. 2 BY WOOD BUCK,OR EDGELAST WOOD STRUCTURE ...?!.1, OO .1,SSNA VI AI‘1C4 OO ..\•iii. • ;40c.; pE2GBI 677 ... 4 t4 ike #I0 • / e ID 3 co . z z 5' w UJZ 0(2 z w 2 FL #17595 IlAre 03-0,15 sA'ALL SONS) RON A.R /.1" •:* O o Pt OOOOOOOOO OOOOOOOOOOOOO PNI:0% OOOOOOOOOOOOO April 1st, 2015 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • 1 CRANING NO, A D15 - 1. 4 SilrET S3 TYP. ANCHORS APPLICABLE TO FRAME > 50 5/8" ONLY SEE ELEV. FOR SPACING 4i0' 131 11/8"MMAX. SHIM — METAL STRUCTURE O JAMB TYP. ANCHORS APPLICABLE TO FRAME > 50 5/8" ONLY SEE ELEV. FOR SPACING APPROVED MULLION (UNDER SEPARATE APPROVAL) DETAIL H, D.L.O. VENT WIDTH ((21) (4) 4 INTERLOCK WINDOW WIDTH _. . FDETAIL 1/8" MA%. SHIM D.L.O. 40) (21! )14) (9) (9) ®41 121) X JAMB INTERLOCK EDETAIL 2OPP. F 'DETAIL VENT WIDTH D.L.O. EXTERIOR EXTERIOR D.L O. WINDOW WIDTH 0 1/8"MAX. S (9) 1141 11 X JAMB —TYP. ANCHORS APPLICABLE TO FRAME > 50 5/8" ONLY SEE ELEV. FOR SPACING MIN. BEDMENT_• =T'. I io ;w CONCRETE OR MASONRY VENT WIDTH 5.4 21 (4? INTERLOCK •. .•• • • `ZE`roti L • • • • •• • • • • --lie • • • • • • • • • •.• • • • • • • • • • • . • • • • • • • • • • • • • • • • • • •. • OOOOO • • • • • • • • • • • •• • 117'�8�; i1 ,, 1/8" MAY. SHI 9j04) (21) 4a X JAMB ICONCRETE OR MASONRY —TYP. ANCHORS APPLICABLE TO FRAME > 50 5/8" ONLY SEE ELEV. FOR SPACING DETAIL 0+•,""8"4r E. ti'•�.��`•v RTRAi1QN ��M ? too Af z7%• 1441 /40„‘T,S I Ott;e:* ••• • • • • • • • • • • • • . •. • • . • • • • • •.• • • • • • • • • • • • . • • •• •• • • • .• •• ••• • • • •.• • • FL 117505 AD:5-14 SHEET a April 1st, 2015 TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' - 1/4" ULTRACON BY'ELCO' Fu = 177 Ksi Fy = 155 Ksi • INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-1/2" MIN. PENETRATION INTO WOOD • THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B' - 1/4" TEKS OR SELFDRILLING SCREWS (GRADE 5 CRS) Fu = 120 Ksi Fy = 92 Ksi • INTO METAL STRUCTURES STEEL : 16 GA THK. MIN (Fy = 36KSI MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE'C' - #14 SMS OR SELF DRILLING SCREWS INTO MIAMI-DADE COUNTY APPROVED MULLIONS. 0.090" THK MIN. (NO SHIM SPACE) WEEP HOLES W1 = 3/8" X 1 1/2" WEEP HOLES AT 8" FROM EACH END (2) PER PANEL. SEALANT ALL FRAME AND VENT CORNERS AND INSTALLATIONS SIZES SEALED WITH SILICONE. MASONRY • ASTM C90 GROUT FILLED CONCRETE BLOCK • ASTM C90 HOLLOW CONCRETE BLOCK CONCRETE fc= 3,000 PSI MIN. ANCHOR MIN. EDGE DISTANCES • INTO CONCRETE AND MASONRY = 1-3/4" MIN. • INTO WOOD STRUCTURE = 1" MIN. • INTO METAL STRUCURE = 3/4" MIN. FRAME TOP CORNER iL ••• • • • • • •• • • • • • • • • • • • • • • • • • • • •.Ff1.AMFi BOTTZ)M:CORNER • • • • • • • • • •• • • • • • • • • •• • • • • ••• • • •• e ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • #8-1" PH SMS #8-1" PH SMS ,—#8-1" PH SMS VENT TOP/BOTTOM CORNER April 1st, 2015 U Li z zF Fe 5 W Z wz ZU z 0 w _= 2 • } 3 0 -J FL ,,1( U5 SHEET S5 ,... 3.170"• 1.244" 0.707' ' - _ -` a m a % ' E110 ` 9 GLAZING • f 0.616" 0.062" CHANNEL 1.001" `i- o 0: ( " E103 ` 8 ) LOCK - 0.075" `' EXTRUSION t0I q i- m' ti o F' o'I M'', 1.654" 1.244" '_ /�-, 11, 3.170" E1I3 FRAME SILL co 1 rC I' c r c"�o IIf oo N`. ddI 10 n O o o r o ` -,•nJ LIB J m i, 3.175" 1.993" E106 '8 i VENT HEAD/SILL �'-" E112 (1 Qi GLAZING LEG N', '"1 N N o O -01 O 7: - 2.435" • in i ndim r % 0.062" 6 co. ', o ` ... 1.244" N j jI �12' ..- E115 FRAME HEAD _ /-7.1 E107 \_,) VENT JAMB 3.237" 1.244" p E121 36' GLAZING i 0.062" 1.175" CHANNEL 0.062" #. ...J1 � m fu,E. • :, 11 , 0 N 's1?, 1.244" E116 FRAME JAMB - N In CON g o 1 993" I _ -`, E104 ' 4i FRAME INTERLOCK 1.554" 1.115" N 1.250" --- -__' _st0 o...� L p E128 •4Oi ANCHOR CLIP JAMB O. �- -• E124 I�41,' SILL COVER in f 0.062" `-_,' `3 4 , tn N' 1.115" - 1.115" 1.621" f. 2.506" E117 14; VENT LOCK JAMB 0 E128B 4 ',3% ANCHOR CLIP HEAD O 0 7 E128A t421 ,, ANCHOR CLIP SILL BILL OF MATERIALS ITEM MATERIAL MANF. / SUPPLIER / # PART # DESCRIPTION QTY. TYPE REMARKS 4 E104 ALUM. FRAME INTERLOCK AS REQD. 6063-T6 EMC WINDOWS AND DOORS, LLC. 6 E106 ALUM. VENT HEAD/SILL 2 PER. PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 7 E107 ALUM. VENT JAMB 1 PER. MOVING PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 8 E108 ALUM. LOCK EXTRUSION 2 PER. MOVING PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 9 E110 ALUM. GLAZING CHANNEL 4 PER. PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 10 E112 ALUM. ROLLING GLAZING LEG 1 PER FRAME 6063-T6 EMC WINDOWS AND DOORS, LLC. 11 E113 ALUM. ROLLING STANDARD FRAME SILL 1 PER FRAME 6063-T6 EMC WINDOWS AND DOORS LLC. 12 E115 ALUM. ROLLING FRAME HEAD 1 PER. FRAME 6063-T6 EMC WINDOWS AND DOORS, LLC. 13 E116 ALUM. ROLLING FRAME JAMB 2 PER. FRAME 6063-T6 EMC WINDOWS AND DOORS, LLC. 14 E117 ALUM. ROLLING VENT LOCK JAMB 1 PER. MOVING PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 16 SEAL01-1 DOW 995 BACK SILICONE AS REOD. SILICONE DOW CORNING 17 H0001 LOCK SPRING AS REOD. STEEL EMC WINDOWS AND DOORS, LLC. 20 W0019 .125 X .25 GLAZING TAPE. 2 SIDED AS READ. TAPE FRANK LOWED 21 V0020 E708 VINYL BULB, FRAME AS READ. VINYL FENESTRATION GLASS PRODUCTS 22 V0021 E202 VINYL BULB, GLAZING STOP AS REOD. VINYL FENESTRATION GLASS PRODUCTS 23 W0023 WOOL PILE, FRAME AS READ. WOOL ULTRA FAB 25 H0104 SLIDER WHEEL ASSEMBLY AS READ. - EMC WINDOWS AND DOORS, LLC. 26 H0105 WEEP COVER AS READ. PLASTIC EMC WINDOWS AND DOORS, LLC. 36 E121 ALUM. INSULATED GLAZING CHANNEL AS REOD 6060-T6 EMC WINDOWS AND DOORS, LLC. 39 # 8 X 1 FRAME ASSEMBLY SCREWS AS REOD ST/ST VARIES 40 E128 ALUM ANCHOR CLIP 1/16" THICK 3" LONG 1 PER ANCHOR 6063-T6 EMC WINDOWS AND DOORS LLC. •• •••• •• •• •• • • •• • • ••• • • • • �%,� tG W ANG "1%, • t :'►�"L��Y."`GRfDA REGSTRAip. *i`''i� V PFe�3 • • • • • • • • • w*i %// * • • • • • • • • • • • • • • • • • • • • •• • OOOO - ••• •• • • • • • • • 1. C?C • • • • • • • , O� F 1. O P,, !� ,,...SSA N P'�C..p ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • 5 • • • • • • • • • • • • • • • • • • • • • • •• •. • • • • • April 1st, 2015 FL P17505 Mai 1•1,1111N,, NO AD 15-14 SHEET S6 2!21 /2018 Florida Building Code Online •xusines .:..signal Raul oon BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications E FBC Staff BCIS : Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL21855-R1 Revision 2017 Approved • • • • • •• • Assura Windows &Dorm's. • Address/Phone/Email 1543 N. Powerline ROEd•• Pompano Beach, FL88a69 (305) 887-2646 &Woe gberos@assurawindawc.com • • •• •• Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Gerardo Beros • • • gberos@assurawinclows.com • • • •• • • • • • • • • • • • •••• • ••. • • •� • • •• • • • • • • • • • • • • • • •• • • • • • • • � • • • •• • • • • • • • . • Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Archite Professional Engineer 1....: Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL21855 R1 COI SS-Assura-French Doors -CI 201 Referenced Standard and Year (of Standard) Standard Y https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgufj9QzTt6YQjHmPoNY9FDEk0AOjchxsxcyczV2eeR69g%3d%3d 1/3 2/21/2018 Florida Building Code Online TAS 201 1 TAS 202 1 TAS 203 1 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/15/2017 12/17/2017 12/19/2017 02/13/2018 • . • . • .. • • .............__............__............._.___.....................__................................................._..................................._.............._.............._........._............ FL # ......._.............._......._•..•...0.•........._..........................................................+.- . ..i.. is Model, Number or Name DescriuIjgO.. 21855.1 Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: +65/-65 Other: See attached drawing combinations and installation Series "1800" Aluminum Outswing Large rrySgil'�'ilnpact - istant aluAiin_ urr French Door w/wo Sidelite i w/wo sid2Rtt` ••. . I Installatiop fnstruEtipfis; Yes i FL218 JI SS -Series 1800 Alury( HVHZ: Yes DWG W:5-18.pdf • I Verified By: avad Aii matt PE # 70592 I Created byIrxJependent Third Pasiryv.Y. W15-58 for span vs load i Evaluation Reports .•• instructions. 1 FL21855 R1 AE SS -Series 1800 Alum (LMI)-PAE 2017.pdf Created by Independent Third Party: Ye 21855.2 Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: No Design Pressure: +70/-100.9 Other: See attached drawing combinations and installation Series "La Francais" Aluminum Non -impact resistant aluminum outswin Outswing French Door w/wo Sidelite Isidelite. 1 Installation Instructions Yes 1 FL21855 R1 II SS -La Francais French HVHZ: Yes W15-70.pdf I Verified By: Javad Ahmad PE # 70592 < Created by Independent Third Party: Ye W15-70 for span vs load 1 Evaluation Reports instructions. FL21855 R1 AE SS -La Francais Frenct 2017.pdf Created by Independent Third Party: Ye 21855.3 Series 230 Aluminum Outswing Door I Non -impact resistant aluminum outswin w/ Sidelites Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: No Design Pressure: +60/-69.7 Other: See attached drawing combinations and installation 1 Installation Instructions Yes 1 FL21855 R1 II SS-230 Outswing Door HVHZ: Yes ? 33.pdf i Verified By: Javad Ahmad PE # 70592 i Created by Independent Third Party: Ye W15-33 for span vs load i Evaluation Reports instructions. 1 FL21855 R1 AE SS-230 Outswing Doc Created by Independent Third Party: Ye 21855.4 ]Series 230 Aluminum Outswing Door 1Large missile impact resistant aluminurr w/ Sidelites Isidelites. • • • • • • • • • https://floridabuilding.org/pr/prapp_dtl.aspx?param=wGEVXQwtDqufj9QzTt6YQj HmPoNY9FDEk0AOjchxsxcyczV2eeR69g%3d%3d 2/3 2/21/2018 Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-90 Other: See attached drawing W15-32 for installation instructions. Installation Instructions FL21855 R1 II SS-230 Outswing Door W 15-32.pdf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: YE Evaluation Reports FL21855 R1 AE SS-230 Outswing Doc Created by Independent Third Party: Ye 21855.5 Series 249 Aluminum Outswing Door w/ Sidelites Large missile impact resistant aluminurr sidelites. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-141 Other: See attached drawing W15-30 for span vs load combinations and installation instructions. Back Installation Instructions FL21855 R1 II SS-249 French Door (1 30.pdf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yf Evaluation Reports FL21855 R1 AE SS-249 French Door( Created by Independent Third Party: Ye N ext • • • • • • • • •••• • • • •• • •••• Contact Us :: 2601 Blair Stone Road, Tallahassee FL•3.23519.P,one: 8S9rd$7-1824 . • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Pf'ac/ statement :: Accessibility: •••• •• • • • Under Florida law, email addresses are public records. If you do not want your e-mail addresstllga.s cPin respdhse•t• 'public -records mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 851.1> 1:. 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 459,f.61.10mest providelheCepartmeabii*M one. The emails provided may be used for official communication with the licensee. However egvf 4c I?esses ae6.461i4ecord. Vygicli • address, please provide the Department with an email address which can be made available to the public. To determine if you are a lice please click here . • • • • • • • Product Approval Accerits: ' ' ' rFiz'" (faek�i • Credit Card Safe >`) METR1CS'�: • • • • •• • • • • • • • • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufj9QzTt6YQjHmPoNY9FDEk0AOjchxsxcyczV2eeR69g%3d%a3d 3/3 6" MAX. HEAD/SILL CORNERS 41 7/8" FRAME WIDTH 15" MAX. HEAD/SILL /'Qi 81 LOCK OPTIONS SEE SHEET 5 GLASS D.L.O. DIMS D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 14.875" 0.L.0. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20")/2 DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. 'I SHUTTERS ARE NOT REQUIRED. SERIES-249 ALUMINUM FRENCH DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. 0 SURFACE APPLIED FALSE MUNTINS MAY BE USED a _HINGE OPTIONS — SEE SHEET 5 O 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO 8E HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. 30" 0 L. OPG. 38 5/8" LEAF WIDTH 0 TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR •• • • • • • • • • •• • • ID ••• • ••• • • • • • • • • • • • •• • • • • • • HEAD/SILL ANCHORS AT STILE ENOS- (6) AT 3" 0.C. \ Ie 6' MAX. HEAD/SILL CORNERS I TYP. 80" FRAME WIDTH (A ) 111111' \LOCK OPTIONS SEE SHEET 5-\ \ \ E3,) INACTIVE \ 15" MAX. HEAD/SILL __ / J / ACTIVE 30" I LI( D.L. OPG. 38 5/8" LEAF WIDTH I: I Xi Ld 29 7/8" �—D.L OPG 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( xx ) DUAL LEAF DOOR pO R 4 P1 O JS •• • • • • • • • ut At • • • • IS'GETSPRTC(•�j�j`�'•�D DOESaaNOT PROV DEf NFORMPATRION�FORBAV SnSE SPECEIFC • • • • • •P0JE. i.e.WH.E•THG SITE CONDITIONS DEVIATE FROM THE P.E.D. I0- CONTRACTOR TO DE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED' ON THIS DOCUMENT. • �Ty�S PROD T EVALUATV DOCUMENT WILL BE CONSIDERED INVALID IF • • i AL�IERE0 BY Y MEAN,. • BECOME THE ENGINEER OF • • • • FQRE ORE PE PEf:'fOCA GI WILLR OF E RESPONSIBLE G FOR THE AS THE ROOPER I • • I •ENGINEER TO THECS.E.D. RJGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. I E- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 0 wiI I d 0: drawing no. W15-30 ,sheet 1 of 16 6" MAX. HEAD/SILL CORNERS FRAME WIDTH HEAD/SILL ANCHORS -AT STILE ENDS (6) AT 3" 0.C. ANCHORS AT MULLION AT 4", 7" & 10" FROM END OF FRAME AT DOOR AND SIDELITES TYP, AT HEAD/SILL 41 7/8" k- SIDELITE FRAME WIDTH 3" TYP. 1 1/4" MAX 80" MAX. XX DOOR FRAME WID I 111 ' 111 I '111111 0 0 S \ G) 30" D.L. OPG. 38 1/8" LEAF WIDTH D.L. OPG. 38 5/8" LEAF WIDTH 1/4" MAX 15" MAX. HEAD/SILL 1 '1II 28 7/8" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( oxxo ) WITH PANEL SIDELITES SIDELITE OPTION t�— �I 41 /8 SIDELIT FRAME WIDTH -� SURFACE APPLIED FALSE MUNTINS MAY BE USED Q 11 1 30" D.L. OPG. 38 1/8" LEAF WIDTH •• ••• • • • • • •• • • • •• . • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • ••• • • • • • •• • OOOOO • • •• • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 0 drawing no. W15-30 sheet 2 of 16 6 HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" O.C. FRAME WIDTH ANCHORS AT MULLION AT 4", 7" & 10" FROM END OF FRAME AT DOOR AND SIDELITES TYP. AT HEAD/SILL 46 5/16" 80" MAX. / 6" MAX. HEAD/SILL CORNERS M 0 6 Typ, 15" MAX. .,- MEAD/SILLI K I III, Ii N I I I I I I 41 5/8" XX DOOR FRAME WU H 4/ / `HINGE OPTIONS SEE SHEEP• 5 % / E i... / ', LOCK OPTIONS SEE SHEET 5 \ \ \ B INACTIVE III- \ 23 SURFACE APPLIED FALSE MUNTINS MAY BE USED I III :',III I I 1 ACTIVE D.L. OPG. 46 3/8" SIDELITE WIDTH 30" D.L. OPG. 38 5/8" LEAF WIDTH II; I I 29 7/8" is N Vf D.L. OPG 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OxxO ) WITH DIRECT SET SIDELITES SIDELITE OPTION z •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • OOOOO • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • • drawing no. W15-30 ,sheet 3 of 16. 6" MAX. HEAD/SILL CORNERS 41 7/8" FRAME WIDTH "1 30" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION (x) FOR DESIGN LOAD CAPACITY SEE SHEET 5 SINGLE LEAF DOOR WITH SINGLE HUNG WDW. INSERT S.H. WINDOW INSERT OPTION 31" WINDOW WIDTH 28" D.L. OPG. (FIXED) 10 1/2" MAX. 5" MAX. HEAD HEAD/StLL CORNERS a, ¢ 20 7/8" MAX. SILL 26 5/8" D.L. OPG. (VENT) 28 7/8" VENT WIDTH NOTE: SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp = +65 -80 PSF EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD •• ••• • • • • • •• • • • • • • • • • •• ••• •• W • • •• • ••• • ••• • • • • • • • • • • • • • • • • • ••• • • • • • •• • • -�' �"'-' = 9 •• •• • • • •r • • �'� �_ ___.....----..._._...._. • e •• • •• • • • S drawing no. ��5; Fcoalo�.• C�`�% W15-30 FL #17860 ,..k. p° 1 020 ,,,?sheet 4o 16 ••• • • • 0 ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • DOOR WIDT_H ACTIVE (X ) SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES 'A' OR 'Al' EXT (+)I INT.(—) GLASS TYPES 'B' OR 'BI' EXT.(+) INT.(—) 42 109 80.0 80.0 100.0 141.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD OMIT EXT.(+) LOADS TO 58.0 PSF LOCKS: OPTION #1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPTION #2 MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) #12-28 X 2-1/4" OH MS METALLIC STRIKE PLATE AT 40" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2" FH MS (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) DOOR WIDTH /\ / / / \ \ \ / \ / ; • \ � ) \ / \ / \ / \ / \ / INACTIVE \/ ACTIVE DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF GLASS TYPES FRAME WIDTH FRAME HEIGHT .A • 'A1', 'B' 0R '131' INCHES INCHES EXT.(+) INT.(—) 80 109 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT. +) LOADS TO 58.0 PSF HINGES: OPTION #1 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. OPTION #2 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH (2) 1/4-20 X 1-1/2" MS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2" MS SEALANTS: • FRAME CORNERS AND GLAZING BEAD TO PANEL SEALEL • • WITH WHITE COLORED SEALANT. • SEAMS BETWEEN MULLION AND JAMBS SEALED WITH STONE.• • • •• • • • • • • • • •• • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • OOOOO • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • FRAME WIDTH FRAME HEIGHT • / ACTIVE SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES 14 DOOR 'A', 'Al', 'B' 0R 'Bl' EXT.(+) INT.(—) 42 109 65.0 80.0 GLASS TYPE 'F' @ S.H. WDW EXT. (+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FL #17860 �AL)O 11SF4.rq0�o\ 'a+�"•• ,\CEN'• , =1\ 08 • /�eot1�;� Belo 8 /02/16 16:22 >.; 0I e 7 drawing no. W15-30 sheet 5 of 16 STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY — PSF FRAME HEIGHT INCHES DOOR WIDTH INCHES PANEL/DIRECT SET SIDELITE WIDTH INCHES GLASS A., A1', 'B' EXT. (+) TYPES OR 'Bl INT. (-) 81 41B0 �8X)X) 48 80.0 69.7 85 4180 (8X)X) 48 80.0 69.7 91 4187/8 X)X) 48 80.0 69.7 97 41 7/8 (X) 80 (XX) 42 80.0 79.6 103 41 7/8 (X) 80 (XX) 42 80.0 79.6 109 41 80 (XX)7/8 X) 41 7/8 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. DIRECT SET SIDELITE WIDTH I� PANEL SIDELITE WIDTH 1-1/4" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC-21 9 DOOR WIDTH If ACTIVE (X) OR (XX) LEAP 'WIDTH DOOR WIDTH (X) 0 x a SIDELITE W DOOR W. SIDELITE W. / / //, \ \ 000R W ( X0 ) (0x) AI / \ / \ / \ / \ .j. / :j.% \ / \ / \ / \ / \ / \/ •• • • • • • • • (&XX )•• • (•CXO• ) • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • OOOOO • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • SIDEUT W. FRAME HEIGHT STATIONARY ( 0 ) SIDELITE W. DOOR W. SIDELITE W. -1 1 / / ;// `\, \ \ SIDELITE W. DOOR W. A v ( OXXO ) ( 0x0 ) a rowing no. W15-30 Asheet _6__of,16_ •-3/16" HEAT STREN'D GLASS 7-3/16" HEAT STREN'O GLASS \'\ -1/4" AIR SPACE \\ .090" Interlayer 1\ \\ —3/16" HEAT STREN'D GLASS r- Soflex Clear And Color Glass \ \ '1'`By 'Eastman Chemical Co.' \ .090" Interloyer `\ 1 Soflex Clear And Color Glass \ 1` -3/16" HEAT STREN'D GLASS \ \ \ \ By 'Eastman Chemical Co.' 1\ \ SILICONE \ ,\ rGR70 701 \\1\'\ I GLASS TYPE `A' GLASS TYPES 'A' OR 'B' (ABOVE) \ 1. ,-3/16" HEAT STREN'D GLASS \ 1\' SILICONE \ GE RGS7701 a. \ '\/f GE 1200 ALUMINUM SPACER #8 SMS --AT 4-1/2" FROM ENDS AND 10-1/2" 0.C. \ .090" Interloyer ,DuPontont SentryGlas \ ,By Kuroray Americo, Inc. \ \ r 3/16" HEAT STREN'D GLASS SILICONE -GE RGS7701 GE 1200 I z m AT /4 POINTS ALL SIZES GLASS TYPE 'Al' SILICONE 'GE RGS7701 GE 1200 AT 1/4 POINTS ON LITES WIDER THAN 36" GLAZING OPTIONS GLASS TYPES T-'A1' OR '81' (ABOVE) GLAZING DETAILS AT SIDELITE GLASS TYPE `B' SILICONE r GE RGS7701 GE 1200 7 \ .`-1/4" AIR SPACE \ , 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS \\ ` '.090" Interloyer ' `I L DuPont SentryGlas iBy 'Kuroray Americo, 3/16" HEAT STREN'D GLASS X —J . w 11 Ib 0 ALUMINUM SPACER -3/16" HEAT STREN'D GLASS SILICONE r GE RGS7701 GE 1200 n dye SMS A7 4-1/2" FROM ENDS AND 10-1/2" O.C. AT /4 POINTS ALL SIZES GLASS TYPE `BI' AT 1/4 POINTS ALL SIZES • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • OOOOO • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • -1/8" HEAT STREN'D GLASS .090" Interloyer '\ DuPont SentryGlas \ II By 'Kuroray America, Inc.' 1 \, \ r1/8" HEAT STREN'D GLASS \'I SILICONE t I FGE RGS7701 / GE 1200 GLASS TYPE `F' (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) drawing no. W15-30 „sheet 7 of 16 3/8" X 3/8" WEEPS 1/2" FROM SILL ENDS EDGE DIST 1/2" MIN. FLUSH BOLT -- PENETRATION L EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING _ALTERNATE ANCHOR LOCATION 1/2') MIN. FLUSH BOLT PENETRATION TYPICAL ANCHORS -SEE ELEVATIONS FOR SPACING HIGH THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) OPERATING UNITS 0 OR 1BY W000 BUCK /(SEE NOTE SHEET 1) TYPICAL ANCHORS -SEE ELEVATIONS FOR SPACING mm ALTERNATE „misr, ,3] EDGE DIST. EDGE DIST. '-2BY yO6D BUCK 0J� .-'W000‘$TRUCTURE (SEE NOTE -,SHEET 1) L TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE METAL [STRUCTURE / TYPICAL ANCHORS - SEE ELEVATIONS FOR SPACING • • • • • !:.TtLT ', a La I› TYPICAL ANCHORS SEE ELEVATIONS FOR SPACINg • STANDARD THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 58.0 PSF • W000 BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL, ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 Ks!) INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 cRS) INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 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 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. • TYPICAL ANCHORS • • • • • W Y THRESHOLD: • • • • • NOT APPR'D•FOI• WATER RESISTAN•E • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• OPERATING UNITS 1 1111 1\ Doto 8lfinnu:'�Tf 0211 b 16.2 z 0 � � N Q 2 N CC CI 0 0 w m cc c Off, V o' 0a'aa Q W U N 1LZN G 0! co a drawing no. W15-30 4sheet 8 of 16 3/8" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV.-, FOR SPACING \ 3/8" MAX. SHIM •-` TYPICAL ANCHORS • SEE ELEV. FOR SPACING LEAF WIDTH DOOR FRAME WIDTH SEE LOCK OPTIONS SHEET 5 MULTIPOINT LOCK LBUTT HINGES D EXTERIOR /.r / SEE LOCK OPTIONS SHEET 5 DOOR FRAME WIDTH 3/8" MAX. SHIM LEAF WIDTH ALTERNATE _ ANCHOR LOCATION \ . WOOD BUCK 18Y \` TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. FRAME JAMB 3/8" MAX. SHIM 2BY WOOD.BUCK " OR 'WOOD STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING (PIVOT HINGES (SEE HINGE OPTION SHif 5) •• • • • • • • • • •• • • •• • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • OOOOO • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • OPERATING UNITS ```�Tullnf ,9 RNA )•''VCEN3F' FL #17860,^ 8 .eOF� drawing no. FtonroR•' ate; W15-30 !DAtAU ��`� m/15�5_ sheet g of1g, ME HEIGHT TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE ANCHOR. LOCATION 3/8" MAX. SHI TYPICAL ANCHORS SEE ELEV.-,. FOR SPACING ALTERNATE ANCHOR LOCATION OR ALT. FRAME JAMB PANEL SIDELITE INSTALLATION DETAILS #10 X 1" PH SMS AT 4" FROM ENDS - j ` #10 X 3/4" PH SMS AND 16" O.C. MAX. \\ -AT 6" FROM ENDS \ / \\ AND 24" O.C. MAX. \ \` \� SILICONE J PANEL SIDELITE WIDTH •• •.• • • • • • •• • • o . • •� • • • 1/4" /BUTT HINGES LEAF WIDTH DOOR FRAME WIDTH PANEL SIDELITE UNITS o m 1111 1N Q O '44- ALTERNATE �� e1 •• • • • •• " 1 := vc�r+aF'3 • 1.. . •• • •• •• . _ Mo. zosez 3/8" X 3/8".. • • • • • • • • • _ ,• • A WEEPS � °. . . • • • • • • • • • • • 1 /z" FROM ° ° ° ° • • • • : : OOOO �• �' ___ _ TYPICAL ANCHORS _ ° SILL ENDS '-SEE ELEVATIONS ,.o— ° EDGE DI57. SEE LEATI S • • • • '' RCORIOP..r ` I EDGE DIST. 'r — •E • • • • • • FOR SPACING FOR SPACING s•••.svi...... ctk, ss PANEL SIDELITE UNIT (STD. THRESHOLD) PANEL SIDELITE UNIT (HIGH THRESHOLD) FL 1786��\ 1NAI � `� sheet of Doto B Ti ltrio r /02l16 16:1..............1 __.._..6. draw ng no. W15-30 .•. • • • • .•• • • • . • • • • . • • • • • • • • • • • • • • • . . . • • •. •• . . • •. •• ... • • . .•. • • c FRAME HEIGH EDGE DIST. a ° EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS 1— SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE. UNITS 3/8•' MAX. SHIM TYPICAL ANCHORS SEE ELEV.—, FOR SPACING \ M) DIRECT SET SIDELITE INSTALLATION DETAILS EXTERIOR D.L. OPG. SILICONE /PIVOT HINGES LEAF WIDTH DIRECT SET SIDELITE WIDTH / DOOR FRAME WIDTH 1/ #10 X 1" PH SMS P AT 4" FROM ENDS AND 16" 0.C. MAX. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • 1 • • • • • • • • • • • • • • 1600 • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 104 • • • ••• • • DIRECT SET SIDELITE UNITS `� tliul„ri H°.70592 =�1 5 0 drawing no. W15-30 24'sheet 11 of 16 41. 4.000-- -----'i r___d. -.060 I -_�. r .093 .e.__.__._. _ -- rr,, !� 3 4.000 .062 1- � 1.7 1.750 P 2.375 .��_ / -v': Z H Z N f to 31 lz'. !a l i 1 - .625 .500 .-.� '�- -�I ::: .-- PANEL GLAZING BEAD 3 TM-155A Q 2.375 II,I a i N & a a ,a; lao� I---1.843 ` t -.__. 7 --I FRAME HEAD TM-099 ., '.9 1.843 1a.145 SIDELITE HEAD/SILL GW-30769 ja----3.465- ......_..._a OQ CORPOI PRODUCT DEVEL( AVE DA 33174 3100 FAX (30 d...._ -•-2.125---, �......... 2.375 ._.._... 8.250 _ b - .850 P- .713 .062- 1 1�_i I 1.465 -....q AL -FARO ENGINEERS & 1235 S.W. 87 MIAMI, FLORII (305) 2644 .125`0.310 /g` , CENTER I�-2125 GW 37888 \-0.572 HINGE r .125 .715 050 4 '� i : 1.799' ' 5sg SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) ;--. . 4.000 [ 1 1.988 F 1.262 PIVOT HINGE _ �.�_ __-___-. b-1.500 --0 250 V 0 - -- 4.000 ----- 2062-�I ' 2.06 a" 1.500 .--I I �,_ n4 SERIES-249 ALUM OUT -SWING DOOR W/ SIDELITES (L.M.I. .rT.M. WINDOWS LLC. 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 �!i TEL. (954) 781-4430 FAX. (954) 781-5078 %""� DOOR BOTTOM RAIL 0.248 - 0.572 -- GW OUT37889 _ 7889-A HINGE 8� HINGE PIN / ,„"% i ']`y`:�/i', I----- () DOOR JAMB - 1.750 -----1 / SIDELITE FRAME BA5 499 l !j __ .125- lu1 .875 i.062 bn+.625 I .062-1 T I1.00O 1.376 {�- � STD. SILL ADAPTER :28;_ �.i BA5798 500 q-- .166_._d. MID RAIL CORNER CHANNEL .093 1.750 ---1 3.681 "- 655 LOW THRESHOLD 8970KB 1 f 1.750 >�r 1..062 _-- HINGE CAP #10 0 1/2" F.H. SMS 625 1.030 Y �' 4 1 4.000 -.062 ____..� 275 �a--.093 .250 p.--1.829-- ,29/ HIGH SILL IAADAPTER I 58 1s65--1 "J 4.090 �5i DOOR HINGE STILE _, TM-32995 h--2157 �-1 125 4.530 INSUL. GLASS PANEL ADAPTER TM-194 q 2.000 -.. DOOR TOP/BOTTOM TM-32994 .562 RAIL .625 VVV j b--- ' 1 r 4.659 I 4P .093 w .�� 3.500 0 C 0 ° 0 oo 7.689 0 I � 2.040 r r 1.750 I �I L. 187 .554 11 IUI w b-- 1,574' 3• 75 ��_i 062 --I .060 _ - -- -- �i BUTT III o o 2.1261� HINGE ___ 2.000 -_It____I - '- 4.000 FRAME SILL (STD.) 'H' MULLION .075i ,625 I ^+ '.Z' BA5797 \15i' TM-121A SILL COVER '30i TM-180 a''. F�-2.625 -�- •• i•• • • I • • • •• `o of 4.000 ACTIVE LEAF LOCK STILE TM-172 (7-WEATHER-STRIP ADAPTER .._ GW-31826 4, "0 + 1 •62 • • • • ♦ • • • • • ` I • L• 4.000 • • • • • • • • • • • • • • • • z„...ci-tllllllll// \�� p,�]iw:... 7ii /� '. < o I 4.659 �i `l F.075 .093 -^h I_ 1.287 b- i 1 2.040 > ' (r 1.750 II �S S •I Y • • • * • • : • • Y'�•9 • I• • •j • �062 • • • • • s • Q • VCENBF N0. 70592 _ ` . s �• -• ' \ 1.554 .300 11I _300 .125 .715 �•. '3s: SIDELITE GLAZINGBEAD .050 3 re--i.799 --�! (LAM. GLASS) 1 .3,i b-2.011� REINFORCING �.779 b- BAR .625-l- '4 •-- • •� • • • �--t 750 3.• • • • ALT. DOOR JAMB/SIDELITE FRAME , • • • 3B) • • ALT. FRAME COVERTM-1 �p �•, _ OF j 7j11`. ''S,S.•<omon,.,,„(k' FL 711'7860, 0 At- :L' „sheet ' drawing no ' W15-30 �QOf�s 4.000 I �4A, INACTIVE T EA LOCK STILE ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • FRAME TOP CORNER SIDELITE CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER MID RAIL CORNER SINGLE DOOR W/ S.H. WOW. 23 25 26 28 ITEM / 1 2 2A PART / QUANTITY 3 3A 3B 4 DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS TM-099 1 FRAME HEAD 6063-T6 - BA5797 1 FRAME SILL (STD.) 6063-16 - 8970KB 1 LOW THRESHOLD 6063-T6 BA5499 2 FRAME JAMB 6063-T6 - BA AS READ. ALT, DOOR JAMB/SIDELITE FRAME 6063-T6 - BA AS REDD ALT. FRAME COVER 6063-16 TM-172 1 ACTIVE LEAF LOCK STILE TM-36048 1 INACTIVE LEAF LOCK STILE TM-32995 PANEL HINGE STILE TM-32994 1 PANEL TOP/BOTTOM RAIL 7 GW 31826 4 WEATHERSTRIP ADAPTER 8 FD 107 3/ LEAF BUTT HINGE 8A - 3/ LEAF PIVOT HINGE 9 GW30769 AS READ SIDELITE HEAD/SILL 10 GW 32222 2 DOOR LOCK INSERT 11 GW 34B08 2/ LEAF PRESSURE PLATE TIE ROD 12 FB 1202 2/LEAF FLUSH BOLT ASSEMBLY 15 TM-121A AS READ. 'H' MULLION 16 32001 AS REQ'D. FOAM FILLED BULB W'STRIPPING 6063-76 - . .___..... 6063-T6 - 6063-76 - 6063-16 - 6063-T6 END OF DOOR STILES (TOP/BOTTOM) 6063-T6 SULLIVAN & ASSOC 6063-T6 LOIRA 6063-T6 - 6063-T6 LOCK STILE ALUMINUM 4" LONG ALUMINUM SULLIVAN & ASSOC. 6063-T6 - .187 X .250 T-SLOT 16A 32084 AS RE0'0. MULTI FLAP FOAM FILLED BULB WSTRIPPING 168 32011 AS REQ'D. FOAM FILLED BULB W'STRIPPING - .187 X .350 T-SLOT 17 FBGF 2/LEAF FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/BOTTOM) 6063-T6 M & M PLASTICS 19 TM-29236 1 PANEL BOTTOM RAIL 6063-T6 - 20 - AS REDD #10 x 1/2" F.N. UNDERCUT SMS. STEEL AT FLUSH BOLTS 21 - 2/LEAF 1/2"9 THREADED ROD, WASHER Sc NUT STEEL TOP/BOTTOM END RAILS 22 - - DEAD BOLT LOCKING HANDLE KWIK-SET MULTI POINT LOCK [ACTIVE LEAF, 41" FROM BOTTOM - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL. SCREW HOLES AS REDD. #10 x 1" P.H. SMS. (ASSY. SCREW) BA5798 AS REDD. STD. SILL ADAPTER 29 BA AS READ. HIGH SILL ADAPTER (USED WITH STD. SILL) 30 31 35 35A 37 38 TM-180 1 SILL COVER TM-182 - LOCK STILE REINFORCEMENT TM-157 4 SIDELITE GLAZING BEAD (LAM. GLASS) 4 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) TM-155A TM-194 OPTIONAL PANEL GLAZING BEAD INSUL. GLASS PANEL ADAPTER 39 AS READ. SETTING BLOCKS (1/8" % 3/4" X 4" LONG) STEEL 000R FRAME MEMBERS/MULL CLIPS 6063-75 - 6063-T5 - 6063T6 - 6063-76 - 6063-T6 SIDE LITE GLAZING PERIMETER 6063-16 SIDE LITE GLAZING PERIMETER 6063-T6 6063 TS _... . _.......___ _.___ DUROMETER S METER OtS SHORE A EPOM • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • DOOR COMPONENTS 111111 IlTj��X7i Sit FL #17860 Dete BWie-0710J16 16 • 00 OI oi ' C: ris drawing no. W15-30 sheet 13 of 1 g TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS _.. 1o, m �FOR SPACING I •- ALTERNATE n e If . ,ANCHOR LOCATION Q m 3• AL-FAROOQ CORPORATI1 ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 2644 3100 FAX. (305) 262E COMP -ANT Q,a Al o'CFt� 2e 6 #10 X 1-1/2" FH SUS —SEE ELEVATIONS FOR SPACING FRAME HEIGHT LEAF HEIGHT WINDOW HEIGHT IR 1 CO -I i i I ti 0 I SERIES-249 ALUM OUT -SWING DOOR W/ SIDELJTES ' T.M. WINDOWS LLC. 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 I! TEL. (954) 781-4430 FAX. (954) 781-5078 Ir J � e ITV M1 I V 1a of ! = w j! N 1 0 O cI OR = r IDI 1; LS •• ••• m• • • • •• .g (C • • • • • • • SINGLE (X) OPERATING UNITS W1 S.H. WDW. o, r •• CI !• [1 • • 111!///j — #10 X 1-1/2" FH SUS SEE ELEVATIONS I l D1 . « _ • .• .• • • • 111 � �}� A lei • •• FOR SPACING � iff. `Y I f 3 �W!....,/�' = ��P.• NBF N �— Sall .. • • o :t • • — = ° a I•II a • • - ` • • • OOOOO � drawing nc. 1 •F� a *.I N *RCM_ ANCHORS • • • • • i, s OLOR1DP' &` v • '-1£E ELEVATIONS • • •- EDGE OIST. - I ��'�i�o W15 730 YP J FOR SPACING HI —THRESHOLD OPTION FL #17860^ ��41.!1 'i sheet I4 c L ot] 6) ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sF } 3/8" MAX. SHIM 2BY WOOD BUCK T OR/ WOOD SUCTURF/ \ Of TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 #10 X 1-1/2" FH SMS SEE ELEVATIONS FOR SPACING VENT WIDTH OPG EXTERIOR D.L. OPG. (FIXED) S.H. WINDOW WIDTH LEAF WIDTH DOOR FRAME WIDTH LSEE LOCK OPTIONS SHEET 5 FRAME WIDTH • (DM 3/8" MAX. SHIM Q •• ••• • • • • • •• • •�-• • • •• • • • •• ••• •• • • • •• 3/8" MAX. SHIM TYPICAL ANCHORS I -SEE ELEV. FOR SPACING SINGLE (X) OPERATING UNITS W` S.H. WDW. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • 6 • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HINGE OPTIONS SHEET 5 18Y w000 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING //// /i P•' �CENBAc c OF {V FL 2 #17860`SJO1., E �`� DWe& t5 . 021+s 0 c 2 v C ( drawing no. W15-30 ;sheet 15 of 16� 4 t•••--1.937-1 .887 ._i - .746-•1:1GW-31798 1 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS tisifil 1 FRAME HEAD 6063-T6 - IPE; I .062 -1r- 21 TM-117 FRAME JAMB I] 1 . i 31 1 FRAME SILL 6063-T6 6063-T6 - - IRPORATION DEVELOPMENT FAX. (305) 262-8978 COMP-ANLW, II .836 ____ 17.1 FIXED "7 RAIL REINF. 4 .375 , 4.1 GW-36123 1 FIXED MTG. RAIL 6063 -76 - .625 FRAME HEAD , L .250 -, 5.1 _______ TM-113 ....._ ._.............. 1 . . __ STD. VENT TOP RAIL 6063-T6 - 6J TM-112 1 VENT BOTTOM RAIL 6063-T6 - 7.1 GW-31802 2 VENT JAMB 6063-T6 - (? GLASS STOP ANGLE 8.1 TM-115 2/VENT SPRING LOADED EGRESS LOCK 0 6" FROM ENDS 6063-T6 - • 84.1 2/VENT LATCH LOCK 0 6" FROM ENDS CAST - AL-FAROOQ CC ENGINEERS & PRODUC1 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 9.1 AS REOD. GLAZING STOP ANGLE ALUMINUM - 10.1 - 2 VENT STOP (5-1/4" LONG) PLASTIC - 11 . 2 SPIRAL BALANCE CALDWELL 2541. .095 I 12.1 13.1 WV-3045 4 AS REOD. VENT GUIDE BULB WEATHERSTRiP PLASTIC VINYL - - .050 1.000 1 749 1 14.1 15.1 W43201 843371 AS REOD. AS REOD. FIN SEAL WEATHERSTRIP FIN SEAL WEATHERSTRIP WOOL WOOL - 1 .• ---I r:4..1 FIXED .937 MEETING RAIL __. ',lam DOOR 1-1.563 I —1- STILE REINF. 16.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS #10 1" P.H. SUS 17.1 - - FIXED RAIL REINFORCING ALUMINUM x - 18.1 - - DOOR STILE REINFORCING ALUMINUM - cn q .107 W • S.H WINDOW COMPONENTS SERIES-249 ALUM OUT -SWING DOOR W/ SIDELITE T.M. WINDOWS LLC. 601 N.W. 12TH AVE. II POMPANO BEACH, FL. 33069 LE TEL. (954) 781-4430 FAX. (954) 781- _1.7,0 1.i1I25 [nvl0 -1 d- 6 1.562 1 .750 (7:21) SASH SIDE .062 RAIL ell y. 411 ,, :111111,' , Iii. .1.1 - -.I a IIII"' 11 -1.750 E. i'. STD. VENT I F.- TOP RAIL --1 969 _ -1 .787 r- , VENT TOP CORNER -1 I 1.875 .877 1 FRAME TOP CORNER IS' I ..--: ti! .882 .062 i l'zrq SASH , 7 LATCH .674 1 .055 --I i I..-1.469 , 21FRAME JAMB • • • • • • • • 5 -01 1 r— 2.050 2.826 --. 1.362 r- • • • • • • • • •• FRAME BOTTOM CORNER • • • • • . • I • • 41! • , • .• I I • • • • • • • • • • • • • • is • • • • • • • • • vesa • ..„..--„,-..--- ---- • • • • • 8oS/6—I . ., • • • TTOM CORNER 4:,.,.., __ ____,,,,„ s• 4......,,cENii:-... -;-, .., -.:•13 ' .OF '..-0,.' i/ 4,„,.."..fl.ORIDP2.• 4 V ;-- 1 t?. ,... 1 gl 1 .' :T. ,, T• , .F• U th' j I 1 drawing 1 W15-30 . 2 I -8 no. 2.250 2.725 .662 1— 3.1 FRAME SILL ..6. VENT BOTTOM RAIL 01 FL #17860(-i:;•••ci-6•••Ji--i-6- • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • * • • • • • • • •