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WS-19-1875door Id og Iq 11015 ce Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 301 NE 102ND ST, Miami Shores, FL 33138 rnntnrtc Permit NO.: WS-08-19-1875 ® r mm Permit Type: Windows/Shutters W ffe. 3assifrcatfon: Window/Door Replacement Permit Status: Approved Issue Date:03/09/2020 1 Expiration: 09/08/2020 Parcel Number 1132060135050 George Sauvigne Owner ROI CONSTRUCTION, LLC Contractor 301 NE 102ND ST, Miami Shores, FL 33138 ERIC BARTHOLOMEW BROWN cabernet301@gmail.com 50 BISCAYNE BLVD 5110, MIAMI, FL 33132 Business: 3053086817 eric@roiconstruction.net Description: REPLACED 2 WINDOWS & 2 DOORS Valuation: $ 4,000.00 Inspection Requests: 305-762-4949 Ll Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $2.40 Copies Fee (Manual) $5.15 DBPR Fee $2.10 DCA Fee $2.00 Education Surcharge $0.80 Scanning Fee $9.00 Technology Fee $3.50 Windows/Shutters Fee $90.00 Total: $164.95 Building Department Copy Payments Date Paid Amt Paid Total Fees $164.95 Check # 1484 03/09/2020 $164.95 Amount Due: $0.00 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 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. Futhermore, I aufl�jze-th oven med contractor to do the work stated. Authorized Signature: Owner / Applicant / Corr tractor / Agent Date March 09, 2020 Page 2 of 2 Miami Shores Village 3` 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 Department I FBC 20 11 �► BUILDING Master Permit No. PJS-06-19"18l5 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP S .%... CONTRACTOR DRAWINGS JOB ADDRESS: 3t� ` • 1 C l V mo City: Miami Shores , County: Miami Dade Zig: Folio/Parcel#: I% - 37.04P !Q0V6 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#: ,? elJ C),�d Address: / City: State: Zip: Tenant/Lessee Name: '! Email: CONTRACTOR: Company Name: NG ne#: 1.3 J Phone#: Address: [ ( ',3- rtsua City: LA ( 6±n _ State: P Zip: Qualifier Name: �� t C} (/ Phone#: State Certification or Registration #: C01 Certificate of Competency #: DESIGNER: Architect/Engineer: City: State: Zip: Value of Work for this Permit: $x 0 C7 Square/Linear Footage of Work: .Type of Work: ❑ ,Addition El Alteration El New ❑Repair/Replace Demolition Q e * Dtscription of work': X tj'��� � I p A cal 2 t.,� t •J ��c,� 2_ �a 2,� Spe6w'y o/or of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) `-0?`-(S Radon Fee $ Training/Education Fee $ *16.15 CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ �o - Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip y 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 nd a reinspection fee will be charged. s Signature Signature OWNER or AGENT CONTRACTO The foregoing instrument was acknowledged before me this The foregoing instrument wa acknowledged beforemethis 2�e day of J u Q E 20 q by ��tr day of xyc 20 I by dMOE Soiwuy i (mo 6 who is personally known to C, 1�,1 (��� h who is known to me or who has produced as �ersonally me or who has produced tCLI.Y Sl identification and who did take an oath. identif cati and did take an oath. NR/Fr0//%%i NOTARY PUBLIC: `\\\\\��yDY OTAR PUBL C: V��H25?o°i S Z MGG287M Sign: Sign: /�"`� r�'c •••:�1,o°Med Re at R T ? Ro 1 Print: b J� i Print: vVu O ca'`�.• M� ��•��A Seal: Seal: Z/C. STA�O� p 1, ' �e� ROBERT T WROBLEWSKI JR. Notary Public - State of Florida �•,',�',�a� �Q:• My Comm. Expires Apr 17, 2020 APPROVED BY /1 i/3 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 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). Acknowl ment: Qualifier/Owner Signature Date a((::�_ `��-- 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) L 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: 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 1 x), 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;11/17/2014 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). Acknowl ent: 17,vc Qua ifier/Owner Sig ture Date Print Name � �- � � � 17 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) F 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. I Require inspections: Buck (if greater than I x), 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;11/17/2014 o-T Date: �\J5 �s 1 )zol State of nz d \ L.,- County of NA( I )AL — Before me this day personally appeared — who, being duly sworn, deposes and says: That he or she will be the only p rson working o the project located at: �I G_ ��2� Cont for SliRature Sworn to (or affirmed) and subscribed before me this �Mday of V 20 f�, by tr ' C' TOW >1 Personally know OR Produced Identification Identification Produced-brAgr 11Cgg1z—"P Print,\Type or St rip Name of Notary `\`\`���y�jpDY P�!����i • � �H 25, zoF1'°�� NGG 267266 O'A., �" r undo.. O� 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: I . 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. i Signature: ner State of Florida County of Miami -Dade q �/� The foregoing was acknowledge before me this 1 day of Y �ALC4—t , 20 By. (Oft-6 2(/ 6— (aN� who is personally known to me or has produced ,C—` JQ_1y z— I as identification. Notary: ARLENIS SIWERA *; *= W COMMISSION 9 GG M77 SEAL: EXPIRES: March 6, 2024 --'•°ii`,, gamed Dn Notary PuNc W*wrW ' 7 �r fft� W-i. . 301 N E 162- Rl�qT_ij*pD �Ufl 5 019 . • . .. •••• • • .... ••••.• . x • • • • • 000000 ••.• • . • • ••..•• ..•.•• • • • • • an • •••••• 0000 • • I 7 P 1r PL ^G CF°T SJBJECT i'O CC'NIPLJANCE WI rN ALL FEDERAL STATE ANv u( IaN,Y HUL--3 AND REGULATIONS l i f BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search nda T Product Approval USER: Public User Product Approval Menu > Product or Application Search > Aoplication List > Application Detail FL # FL29477 Application Type New Code Version 2017 Application Status Validated Comments 04/22/2019v. date 04/23/19 reapply Archived Product Manufacturer EMC Windows and Doors, LLC. Address/Phone/Email 455 E. 10th Ave. Hialeah, FL 33010 (305)283-6280 EMCwindowsdoors@gmail.com Authorized Signature Yiping Wang mcy@mcyengineering.com Technical Representative Carlos Perez Address/Phone/Email 455 E. 10th Ave. Hialeah, FL 33010 (305)283-6280 .•'••. EMCwindowsdoors@gmail.com • • •••• •••••• Quality Assurance Representative • Address/Phone/Email • • •"' Category Exterior Doors • • • • • • • • • • • • • • • Subcategory Swinging Exterior Door Assemblie? 0 '• •' • '•'•;' Compliance Method Evaluation Report from a Florida igistged ArcVe?&r•a Licegsed Florida Professional Engineer • • • • ; • • • ; • •' •; Evaluation Report - Hardcopy Received • •; • •' Florida Engineer or Architect Name who developed Yiping Wang the Evaluation Report Florida License PE-55983 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Sifu Zhou, P.E. . Validation Checklist - Hardcopy Received Certificate of Independence FL29477_RO_COI—Certificate of Independence - SS .Pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/19/2019 Date Validated 07/03/2019 Su�mmary of Products J FL # Model, Number or Name 29477.1 3 Outswing French Double Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-65 Other: For maximum door sizes, please see installation instructions Description Outswing French Double Door - Large Missile Impact & Small Missile Impact Installation Instructions FL2 477_RO_II_7,03.2019_FRENCH DOOR - SS.pdf Verified By: Yiping Wang 55983 Created by Independent Third Party: Yes Evaluation Reports FL29477_RO_AE_Evaluation Report SS.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If "Oe 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 )•bu are a licensee under Cha�ter 455, F.S., please click here . • • • • • • • 0000 • • • • Product Approval Accepts: • • • • • • • • • • • •••• • • • • Credit Card .... • • • • • • . ..... Safe • ...... . ... ..... + . • �9 •• •• •• • • ••••• • • . • . . . . ...... • • •••••• • • • • • • • • • • • . . ••• .•. . .• • .. .. . .. . ••. . . . • . • . • • • • • • • • • • • BILL OF MATERIALS �o ITEM PART DESCRIPTION • • • • • • • ; • MATEAAL • • • MANUF. / REMARKS on EMC-004 SIDELITE HEAD/SILUJAMB FRAME • • • • •_ AMJM. 60i3-T6 • • EMC WINDOWS AND DOORS, LLC Z Z_ F • • J 2 EMC-001 DOOR HEAD/JAMB FRAME • • • • • •,LUM. Ga63-T@ • EMC WINDOWS AND DOORS, LLC W z c 3 EMC-002 TOP BOTTOM RAIL ALUM. 0OG3-TG EMC WINDOWS AND DOORS, LLC Z c0i c ALUMA 6OG3iNi EMC WINDOWS AND DOORS, LLC z 4 EMCFD I THRESHOLD • • • • • • • • • • • • • • 5 EMC-005 SIDELITE OPEN JAMB • • • •. g&q b0G3-1 j EMC WINDOWS AND DOORS, LLC W E G EMCFD2 HINGE STILE • •• 0 0 • • AYUNA E063-iG EMC WINDOWS AND DOORS, LLC V oa 7 EMCFD3 MEETING STILE ALUM. 0003-TG EMC WINDOWS AND DOORS, LLC ©s m 8 GLAZING BEAD FOR LAMINATED GLA55 ALJM. GOG3-TG EMC WINDOWS AND DOORS, LLC U 9 GLAZING ADAPTOR ALUM. GOG3-TG EMC WINDOWS AND DOORS, LLC 2 a s 10 GLAZING BEAD FOR INSULATED LAMINATED GLA55 ALUM. GOG3-TG EMC WINDOWS AND DOORS, LLC a 11 - ALUMINUM BUTT HINGE 5ULLIVAN AND ASSOCIATES I o' 12 NO. 32528 BULB VINYL AIR SEAL GASKET(BLACK) MELTPOINT PLA5TIC5 0 p U g J 13 WEATHER STRIPPING w J E J U) a m O 14 GASKET w 8 O O w ALUM. GOG3-TG o p 15 1" X 3 3/4" X I" X 0.090" THK. ALUM. CHANNEL REIFORCEMENT _ CDO U Z x LL 3 w cow w U) 0 3 m CD Z 0 Z co LOCKS: V) v ACTIVE LEAF: D i 3 POINT LOCK BY' 5ULLIVAN A550CIATED5' AT 42 I/4" FROM BOTTOM OF THE LEAF O w A I" X 1 1/4" X 15/8" ALUM. 7-RIB FLUSH BOLT GUIDE WA5 FASTENED TO INACTIVE LEAF LOCKSTILE WITH (2) # 10 X 3/4" PFH SELF -DRILLING 5M5 INACTIVE LEAF: A SETS OF LEVER-ACITIVATED MANUAL SHOOT BOLTS BY'SULLIVAN # ASSOCIATES' AT TOP/BOTTOM A I " X 1 1/4" X 1 5/8" ALUM. 7-RI5 FLUSH BOLT GUIDE WAS FASTENED TO INACTIVE LEAF LOCKSTILE WITH (2) # 10 X 3/4" PFH SELF -DRILLING SMS HINGES: FLORIDA APPROVAL ( (3) ALUM. HINGES BY'SUUUVAN AND A550CIATE5' FL # 29477. 1 8a 8 AT 1 1 3/4" FROM TOP AND BOTTOM, 35" O.C. FASTEN TO FRAME WITH (3) # 12 X I " PFH SELF -DRILLING 5M5 FASTEN TO LEAF WITH * (3) # 12 X"PFH SELF -DRILLING SMS �,4 ;*. NongygD�n * AD19-16 O p w q• T ISO 08 OF 09 3/ 1 G" ANNEALED GLASS 0 O , w 8\\ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . OUTSWING FRENCH DOUBLE DOOR LARGE MISSILE M-Aj7t (�Mo •; ;;• •; ;•; O. 140" GIA55LAM SAFETY -PLUS If • • • • • • 3tl G" ANN!'ALED G[5%55 • • ••• • ••• •• BY'POLYMER EXTPU510N TECHNOLOGY,INC' 0.205" GLA55LAM SAFETY -PLUS II /4" AIR SPACE BY'POLYMER EXTPU51ON TECHNOLOGY,INC' 3/ I G" ANNEALED GLA55 3/1 G'ANNEALED GLASS 3/1G"TE JO.4r, S • �• i•• ••• I 0 10 1 GLASS TYPE "G I " GE-5C5 2800 7/ 1 G" OVERALL LAM. GLA55 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE G TH EDITION FLORIDA BUILDING CODE (2017) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). DOORS RATED FOR LARGE MISSILE IMPACT. IMPACT SHUTTERS ARE NOT REQUIRED. THESE DOORS ARE APPROVED FOR AIR AND WATER INFILTRATION. 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 THI5 APPROVAL. MATERIALS INCLUDING BUT NOT LIMITED TO 5TEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER D1551MILAP MATERIALS SHALL MEET THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (2017) SECTION AS APPLICABLE. METAL STRUCTURES NOT BY EMC WINDOWS AND DOORS TO BE DESIGNED TO SUPPORT THE LOADS IMPOSED BY THI5 GLAZING SYSTEM AND TO TRANSFER SUCH LOADS TO THE BUILDING MAIN STRUCTURE. ULTIMATE LOAD OBTAINED FROM A5CE 7-10, MULTIPLY BY O.G SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THI5 DOCUMENT. THE DESIGN LOAD5 SHOWN IN THI5 DOCUMENT ARE ALLOWABLE DESIGN LOADS. F 01 —ul l gJF.-mq:1 GLASS TYPE "G2" I " OVERALL IN5UL. LAM. GLA55 INSTRUCTIONS: USE CHARTS AS FOLLOWS. NOTE: GLA55 COMPLIES WITH A5TM E 1300-09 (3 SEC. GUSTS). STEP I : DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE A5CE 7-10 STANDARD. STEP 2: SEE TYPICAL ELEVATION ON SHEET E I * E2 FOR MAXIMUM SIZE AND DESIGN LOAD. STEP 3: SEE ANCHOR TYPE ON SHEET A 1. SEE SHEET E I d E2 FOR ANCHOR SPACING. ABBREVIATIONS AND SYMBOLS D.L.O. - DAYLITE OPENING F.H. - FRAME HEIGHT SECTION NUMBER F.W. - FRAME WIDTH W/ -WITH � W/O - WITHOUT SHEET NUMBER O.G. ON CENTER c 'HIS —CT Fvuur,.w"o" EIT b a,F FVFfI,iC vxWFc,3&WIRE r�aaw�,FrFo cF..nniw'"cau c�r.Ho�w=va. ��•.F a -D wn,Feew. Frlwr�FFnnar nemno FLORIDA APPROVAL: FL # 29477. 1 ,,p 4 viIvQbi . v c.r.4�gD9n k� _�� t �� N od z J W� V N � z u a0 z m zLu y �� s� o U v X C G C s �a AD19 16 �' COVER 01 OF 09 a) FROM HEAD/SILL END59YP.)—� 39 5/5' MAX. DOOR FRAME WIDTH 3G 112" DOOR PANEL WIDTH 2G" D.L.O. 12" MAX. O.C. FROM JAMB END5(fYP.) I DI U j?2 O i= \ 0 �\ 3G II LEAP O SINGLE DOOR W/O 51DELITE (X) TYPICAL EXTERIOR ELEVATION MAX. DESIGN LOAD + G5 P5F G5 P5F NOTE: O=G1 *G2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 5 I/ y . • • • • • DQQR FR/r f WIDTH • • • • • • • • • •• • • • • • • • • • 72 3/8"0 • • • • • • • DO•uR P� IDTH • ••• • ••• •• 25 9/ 1 G" 25 9/ 1 G' D.L.O. D.L.O. FROM HEAD/SILL I/ • i i •• "��� it.*MAX•• ENDS(TYP.) :0: • • O.C. • _ •'_FROM JAMB END5(TYP.) 35 1 5/ I G" LEAF IDTH � � u m O 3 D2 4 D2 u O OPP. m O G AC1 IVE INACTIVE � m "MA ALUMINUM HINGE5 15Y'5ULLIVAN AND ASSOCIATE' DI HINGE LAYOUT(TYP.) DOUBLE DOOR W/O 51DELITE (XX) TYPICAL EXTERIOR ELEVATION FLORIDA APPROVAL: FL # 29477.1 Z JUIV AD19-16 E1 02 OF 09 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 147 112" MAX. m c V o� • • N o© • • Ur i C •• Z F as • J • •• W N N W Z Z0 •• 5 Z >� • Z <m 00 00 *so • W • D 6 •• U z G oa m5. % c f 3 3 3 I 2 o� OPP. p E n 8 ,n E m 0 ~ � O w o O w o U p 0 o = o U Q LL U w In �w O�=m FROM JAMB z Z ENDS(TYP.) U) U FROM HEAD/SILL w END5(TYP.) 4 O.C. z O.C. O W DI DI TYPICAL EXTERIOR ELEVATION W/ 51DELITE (OXXO) FLORIDA APPROVAL: gm FL # 29477. 1 88fi C.A664S17• w u No NOTE: * AD19-16 G =GI*G2 OWE ` t �E,2 E2 O _ �i � FLOP ��1�'�� July 03rd, 2019 FRAME OVERALL WIDTH D 3515/16" 755/8' • • • • 35.16/16"• •• FRAME WIDTH DOOR FRAME WIDTH • • �RAML•WIDTR • • • 72 3/8° • �_ • • • • • • • • • • • DOOR PANEL WIDTH • 32 5/16" 25 5/8" 25 5/8' 32 5/16" D.L.O. D.L.O. D.L.O. D.L.O. • 3 I JOT.[ I I ,5 DI I 36 1/a" D I ALUM. REINF. I DOOR LEAF I I 3 I I 2 D2 _ - D2 Q D2 D2 � OPP. I o w ALUM. REINF. — O MULLION MAX. DESIGN LOAD + 60 PSF UNREINF. - 60 PSF + 65 PSF REINF. - 65 PSF TYPICAL-ANCHOP TYPES: SEE ELEVATIONS FOR SPACING TYPE "A": 1/4" DIA. ULTKACON BY'ELCO' (Fu= 177 K51, Fy= 155 K51) INTO WOOD STRUCTURE WITH 1 112" MIN. EMBED THRU I BY OR 2BY WOOD BUCK5 INTO CONCRETE WITH 1 3/4" MIN. EMBED THRU I BY OR 2BY WOOD BUCKS WITH 1 1/4" MIN. EMBED INTO HOLLOW BLOCK(JAMB ONLY) WITH 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK DIRECTLY INTO CONCRETE(3000 Psi MIN.) WITH 1 112" MIN. EMBED INTO CONCRETE TYPE TY: 1 /4" TEK5 OR 5ELF DRILLING SCREW(GRADE 5) (Fu= 120 KSI, Fy=92 K51) INTO METAL STRUCTURE STEEL: 1/5" THK. MIN. (Fy=36 K51 MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) TYPICAL ANCHOR EDGE DISTANCE: INTO CONCRETE OR GROUT FILLED f MASONRY = 2 112" MIN. INTO WOOD STRUCTURE = 1- 112" MIN. INTO METAL STRUCTURE = I" MIN. WOOD STRUCTURE / BUCK HEAD, SILL # JAMB: 5G = 0.55 MIN. CONCRETE AT HEAD, SILL E JAMB: fc = 3000 Psi MIN. C-90 HOLLOW/FILLED BLOCK(JAMB ONLY): I'm = 2000 Psi MIN. SEALANTS: ALL FRAME GIBERS, JOINTS, MULLION 5EMA5 AND PERIMETER Of GLAZING BEAD TO FRAME SEALED WITH 51LICONE SEALANT (DOW51L 775) I X OR 2X WOOD BUCKS AND METAL STRUCTURES NOT BY EMC WINDOWS AND DOOR5 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . �m e • • • • • •• • • • • (� z • • • • • • • • • z F n. 0.' m 000 000 PICRL CHOR•S• • ;, NAtJ• Mft ELEVATION • • • • TYPICAL ANCHORS W y C FOR SPACING SEE ELEVATION W 0 MIN. EDGE DI5T. FOR SPACING z 0 MIN. EDGE DIST. oz • • • • • • • + • z `m •�• • • • • • • —• W •Z� • • •• • i } � o CONCRETE • •� t • • 000 • • # # U f'c =3000 Psi MIN. METAL STRUCTURE a o < ms WOOD BUCKS TYPICAL ANCHORS SEE ELEVATION FOR SPACING TYPICAL ANCHORS 7N FLORIDA APPROVAL: FL # 29477.1 3I s I 00 U g p JLd — J E O O w o o 0 � M S z u) M 0 2 J W (A n w o� p 3 z o z z N U o � � m 0 uj r CA55yp3- 00 ;#�4 * AD19-16 of , w e Al "l,sS 0N�"� O� 040 09 _L 0 CD z_ '" CONCRETE 2 2 fc' = 3000 5i MIN w TYPICAL ANCHOR5 5EE ELEVATION FOR SPACING v I DETAIL p DI z a \ \ 4" 1 / GLA55 OPTION 2 DETAIL DI 3" X I 1 /8" X 3/8" UM. CHANNEL FICAL ANCHOR5 `E ELEVATION IR 5PACI NG Oz 0 o< uJ . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TWICALANCHORS Z 5EE ELEVATION �� c FOR SPACING F o Z Z IL ( F N W o / z o 1 z ] Lu U g s< _ ns C m C il 3 DETAIL U j DI } � I O U g 10 LJ J E. � m0 231 �. 0 W g o o y I = o U) I C) zm w 0)rw \ 0O�$ // O 0 USq z Z �2 3 GLA55 OPTION U v � � O W 4 DETAIL DI FLORIDA APPROVAL:, FL # 29477.1 */ # AD19-16 r ASS'• S OF r� D 1 FOR SPACING ����iFs310Nt'�,`��� 05 OF 09 Julv 03rd. 2019 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • n`° c SEE SHEET E2 oN ° ACCESS HOLE 15 POP REOUREMENT Z Nwo c INTERIOR • • • ••• • • • —+—• •—•—• - -- ¢ d a 2 • • • • • • • •• Z • • ••• • ••• •• G W i MIN. 9 13 9 Z u EMBED _ � 12 0 • •ii i • •w• •• l7 i <m Z ' � z p v � � • • • ••• •w C V W F \ G o 6 o C p zllm o o' 1 8 8 5 11 6 8 I 8 7 7 ; TYPICAL ANCHORS I -- a 5EE ELEVATION 27/1G" D.L.O. 8" D.L.O. 10 11/I0' D.L.O. 1 POP SPACING 112" FRAME WIDTH O E U SHIM OEXTERIOR — I DETAIL 2 DETAIL % 3 DETAIL J vi m D2 D2 0 D2 o w °o I o o� m I 1 =°�"� Z x LL 3 TYPICAL ANCHORS Z Q = w 5EE ELEVATION / 10 3 w FOR SPACING O _ $ 2 INTERIOR 4LA55 OPTION 2 z Z �2 � 3 w 0m 1 TYPICAL ANCHOR-5 F O0 weO w Fpz FOR SPACING °"wo °" o LO m � \ o \ EMBED EMBED / FLORIDA APPROVAL: � w FL # 29477. 1 11 6 8 8 6 I/2" I I/2" 5 1/4" D.L.O. D.L.O. 5 1/4" 1 1/2" 1/2" �09�59'E'� •„,„o. SHI HIM * AD19-16 FRAME WIDTH * ' l of • �► •A• tf/ •r D2 4 DETAIL EXTERIOR 5 DETAIL '.� PtoP,.'i*Q`� " ti. D2 D2 SrONA �`�`� O6�OF o9 Amy usm, eu IU 0.070" m v N &EMG-004SIDEUTE HEADI5ILUJAAMBLUM. 6063-T6 1 .750" I 0.070" r N �1 DOOR HEAD/JAMB FRAME G EMC-001 ALUM. 6063-T6 4.000' 0.070" O 0.078' o TL l 0"BOTTOM RAIL EM0002 ALUM. 6063-T6 2.557" 0.085, v SIDEC-UTE OPEN JAMB EM005 ALUM. 6063-TG b 0 0 'v N N l4.871" l ��, THRE5HOLD LJ EMCFD ALUM. 6063-T6 0.070" 1 4.251" �1 HINGE STILE V EMCFD2 ALUM. 6063-T6 n� 1.174' MEE TING STILE E�01 GLAZING BEAD FOR LAM. GLA55 EMCFD3 ALUM. 6063-T6 ALUM. 6063-T6 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1 .742' . • • • •• . •• • • O • • • • • r . . • • 0.0 90' V? GLAZING ADAPTOR . IGLAZINe - ! •• IF.1.175" •• • • • BERD R • ! • . • ! •• ••• 5 .- A W. 60 - .! 5 6 •• as ALUM. CHANNEL REINFORCEMENT 9 EMC-003 ALUM. 6063-T6 ALUM. 6063-T6 In, /-M I O % I" P11LIP5 HAT HEAD 5M5 FRAME CORNER ISOMETRIC DETAIL Hdl� FLORIDA APPROVAL: 8m FL # 29477. 1 • NoA55CEii • oMrn.��. Kai it AD19-16 A�Tf OF r=' D 2 4� � Rl O P r•���d� _ ����ip$$IOP7R` �♦♦♦♦ 07 OF 09 BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats & Facts I Publications I Contact Us BCIS Site Map Links Search ,•�� Product Approval P USER: Public User re r Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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) FL17583-R1 Affirmation 2017 Approved • • • • • EMC Windows and Doors, LLC.•••:•• 455 E. 10th Ave. 000000 Hialeah, FL 33010 • • • • (305) 283-6280 •••••• EMCwindowsdoors@gmail.com• • • • • • •• •• Yiping Wang •.•••• mcy@mcyengineering.com • Carlos Perez •• • 455 E. 10th Ave. Hialeah, FL 33010 (305) 283-6280 EMCwindowsdoors@gmail.com Windows Fixed •••• • ••••• • ••••• • •• • • • • • • •••••• • • • 0000 •••• •••••• • •00090 • • • •• • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Yiping Wang PE-55983 National Accreditation and Management Institute 12/31/2019 Sifu Zhou, P.E. Validation Checklist - Hardcopy Received FL17583_Rl_COI Certificate of Independence SS .pdf Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 TAS 203 1994 1994 Equivalence of Product Standards Certified By 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 FL17583 RI C FBC 2017 Affirmation Letter f117583 SS.pdf Product Approval Method Method 1 Option D Date Submitted 01/11/2018 Date Validated 01/12/2018 Date Pending FBC Approval Date Approved 03/28/2018 5ummary of Products FL # Model, Number or Name Description 17583.1 FX2100 Aluminum Fixed Window FX2100 Aluminum Fixed Window - L.M.I. & S.M.I. Limits of Use i Installation Instructions Approved for use in HVHZ: Yes FL17583 R1 II AD15-13 04-1-15 FA SS.pdf Approved for use outside HVHZ: Yes Verified By: Yiping Wang PE #55983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +90/-100 Evaluation Reports Other: FL17583_R1_AE Evaluation Report SS.1df Created by Independent Third Party: Yes •••• • •• •• •••• •••••• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-182�i • • • ••• •••• ••••• The State of Florida is an AA/EEO employer. • • Co�yright 2007-2013 State of Florida.:: Privacy Statement :: Accessi�iMt• ltatement :• Refu•� Statement, • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to regllt, do?wt send eldttronic • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please coOtacj ",#87.1395. *Pursuant to Sect;rf • • • • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departient with an email address if they have • one. The emails provided may be used for official communication with the licensee. However email addresses are pQ**r%dbRJ. If you duvet vish to supp*00 • • • personal address, please provide the Department with an email address which can be made available to the public. To dvvmin e if you ar@ a l� M.cE under Chapter • 455, F.S., please click here . • • • • Product Approval Accepts: • • • • • • • • • • • • eClrecc 8 • ••••• Credit Cara Sala FX 2100 ALUMINUM FIXED 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). GLASS CAPACITY BASED ON ASTM El300-09 (3 SEC. GUSTS). A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 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 LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. MATERIAL: ALL ALUMINUM EXTRUSION TO BE 6063 T6 ALLOY. SEALANT: ALL FRAME PERIMETER CAULKING USING DOW 995 JOINT AND SEAM TO BE SEALED WITH DOW 995 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2010/2014 FLORIDA BUILDING CODE. ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. 53 7/8" MAX. WINDOW WIDTH 1/2" MAX. --_49 D.L.O. 3 � � I 3 4 `— /- 3.! 3" } 15" HEAD & SILL HEAD & SILL TYP. TYP. TYPICAL ELEVATION (WITHOUT JAMB ANCHORS) FIXED WINDOW WITHOUT JAMB ANCHORS FOR WINDOW SIZE 53 1/8" X 50 5/8" OR SMALLER WITHOUT JAMB ANCHOR MAX. DESIGN LOAD ±70 PSF. 53 1 /8" MAX. WINDOW WIDTH 49 1 /2" MAX. DLO. 6" MAX. 15" MAX. A �HEA�& rHEAD& ILLi SILL TYP1. 3 11I _Ai I �I 4 a C 4 B N 3 u X a � 21m Z -._.. ao ._ TYPICAL ELEVATION (WITH JAMB ANCHORS) FIXED WINDOW WITH JAMB ANCHORS FOR DESIGN LOAD SEE CHART ON SHEET 2 OF 5. D.L.O. WIDTH = WINDOW WIDTH - 3.690" D.L.O. LENGTH = WINDOW LENGTH - 3.690" APPROVAL APPLIES TO SINGLE UNITS OR SIDESY SIDC • • • • • COMBINATIONS OF F.X./F.X. OR FTAD WMbW VMAi OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FLORIDA APPROVED MULLIONS IN BETWEEN. • • • • • • • • • • • LOWER DESIGN PRESSURE FROM WINDOWS OR MNLLION• • • • • APPROVAL WILL APPLY TO EI&ITV SY:TEM• • • • 0.* THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • •• •• • • • •• •• ••• • • • ••• • • HL '�11583 �II ''ooww,�,�,��• �E. 00. YidtIOA�RECI5TRAI�QN * NQC diI.!�2886677/'� _mco �i * �F • W x"rats ,s`j o 1 of 5 April 1st, 2015 FIXED WINDOW WITH JAMB ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE "A" GLASS TYPE "B" WIDTH (W) LENGTH (L) EXT. (+) INT. (-) EXT. (+) INT. (-) 19118" 90.00 100.00 70.00 85.00 26 1/2" 90.00 100.00 70.00 85.00 26" - - - 37" 90.00 100.00 70.00 85.00 531/8" 90.00 100.00 70.00 85.00 19 1 /8" 90.00 100.00 70.00 85.00 26112" 90.00 100.00 70.00 85.00 38-3/8" 37" 90.00 100.00 70.00 85.00 53118" 90.00 100.00 70.00 85.00 191/8" 90.00 100.00 70.00 85.00 26112" --- -90.00 85.00 100.00 70.03 50-5/8" - - 85.00 37" 90.00 100.00 70.00 53118" 73.50 89.20 70.00 85.00 191/8" 90.00 100.00 70.00 85.00 90.00 100.00 70.00 2612" 85.00 63" _. --___ - ... _. _ _ - _ - 37" 90.00 100.00 70.00 85.00 531/8" 70.00 85.00 70.00 71.60 191/8" 90.00 100.00 70.00 85.00 100.00 70.00 85.00 261/2" 90.00 37" 90.00 98.60 70.00 73.00 53118" 70.00 75.10 60.20 60.20 >� ~ m. z m'. 4co a g` EXT. 3/16" ANNEAL GLASS .090" GLASSLAM SAFETY PLUS II BY GLASSLAM 3/16" ANNEAL GLASS �g) DOW 995 BACK SILICONE : M • • • • EXT. GLASS TYPE "A" 7/16" OVERALL LAMINATED GLASS Y • NOTE: WIDTH AND LENGHT DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE 3/16" ANNEAL GLASS 3/8" AIR SPACE 1/8" ANNEAL GLASS / .090" GLASSLAM SAFETY PLUS II BY GLASSLAM 1/8" ANNEAL GLASS { 9J POW 995 BACK SILICONE • • • •I Js- ••• •• . • • • •GLASS TYQE;B': • • i i i • P8" OVERALL ft4SULATtD LAMINATED GLASS 1I'. eg j ` a � IL J- ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM CHART. • • • • • • • • April 1st; 2015 • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• rL �1 r5)is Y EDGE DIST. METAL STRUCTURE 2 BY,WOOD BUCK OR a DOW 995 SILICONE- - ° zitw a 1/4" SHIM MAX. WOOD STRUCTURE, ALL AROUND �!w ° CONCRETE, EDGE IST.o EDGE DIST ..... 1 r PERIMETER T P.1 1 BY WOOD BUCK ro -- — r —" " 1/4SHIM MAX. rA -- 1 1/4" SHIM MAX. O u — TYP. ANCHORS t _o o •� SEE ELEV. FOR jN SPACING ' Z TYPICAL ANCHORS: (SEE ELEV. FOR SPACING) (� Z - -- - - Z r n TYPE W - 1/4" ULTRACONS BY'ELCO' (FLI = 177 KSI. Fy = 155 Ksq D • INTO 2BY WOOD BUCKS OR WOOD STRUCTURE W z 1-1/2" MIN. PENETRATION INTO WOOD 0 Z U - et • THRU 1BY BUCKS INTO CONC. OR MASONRY 0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY W = x y • DIRECTLY INTO CONIC. OR MASONRY 4 = 1-1/4" MIN. EMBED INTO CONC. OR MASONRY V 0 r TYPE'B' - 1/4" TEKS OR SELFDRILLING SCREWS (GRADE 5 CRS) { x O ✓� L INTO METAL STRUCTURES " s c W X Op p ✓ TYPE'C' - #14 SMS OR SELF DRILLING SCREWS (GRADE.2 CRS) W z • INTO FLORIDA STATE APPROVED MULLIONS N E • STEEL : 16 GA THK MIN (Fy = 36KSI MIN.) • ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) J E (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o 12� z O 3 0 0 0 MASONRY LL Z ' • ASTM C90 GROUT FILLED CONCRETE BLOCK � Q P. ASTM C90 HOLLOW CONCRETE BLOCK z N w TYP. ANCHORS CONCRETE o SEE ELEV. FOR S z SPACING • fc= 3,000 PSI MIN. ANCHOR EDGE DISTANCES j ! S) • • • • • • INTO CONCRETE AND T= 1" MIN. = 2-1/2" MIN. w w ! - • • • d I4OW4DjTPIJCjjR4 v (q` 3% • • *WOME-PALICTRUC7URE = 3/4" MIN. �u11 1/4"SHIM MAX. •• ••• . • •_•• -- �J WAN ��4 bL #1"1583 ALL ANCHOR OPTIONS CAN APPLY TO HEAD, SILL Q ,. ?I 1 BY WOOD BUCK I : �,x AREc15TIu *4 AND JAMB ANCHORS. V €� - - c P4 CONCRETE • • • • • • • • • • • N� 288677 r/ ZE Uj •• • • • • • • • •41 • • • • • • • • Apra 1st, 2U15 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 • ••• 0 0 - TYP. ANCHORS SEE ELEV. FOR SPACING e / r114" SHIM MAX. 1/4" SHIM MAX. ti TYP. ANCHORS SEE ELEV. FOR I� 1/4" SHIM MAX. _ MIN...' /� SPACING EMB OD .'� METAL - STRUCTURE 0 2 BY OR 1 BY WOOD BUCK OR - - —y I / , °w WO D STRUCTURE, - TYP. ANCHORS a SEE ELEV. FOR W /( COffCRETE OR w MASONRY SPACING / � 1.845" _ __D.L.O.._ _. 1.845" c �) WINDOW WIDTH i �. �/ EXTERIOR SEE SEPARATE FLORIDA APPROVED TYP. ANCHORS MULLION SEE ELEV. FOR SPACING WINDOW WIDTH m • • • • • • • April 1st; 2015 • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• i o 0 �I io 4. r U -� —o o� n No E� L u c U� 2 yi a Q 0Z z z< _ 0' W N z ui C c J U o U / z o 00 W N } J U i mF � � s E O' C6 /� // 2 3 w O `o 0 0 p ¢ m o Q zi z www Op _$ a Z i S LL 3 U w W • • • • • • • • • v �� �.• .. � .• . .. . MR®E6TRATMQN �..� PE �6023 �* 28677 .�. u•-�� • • 6610 • • • • • • 140C . • • nm • • • • • • • • • • • 't 49 wr. FRAME CORNER CONNECTI N; ; • • ; ; ; • __ _ Q. ' . • • ; ; ? �•� OF to ; 2 •o • • m o.osz" o f _1.175" �J E121 f 3.088" w N BILL OF MATERIALS ITEM # QTY. PROFILE DESCRIPTION MATERIAL MANUFACTURER/REMARKS 1 2 AS REOD. 2 E121 E702 ALUM. INSULATED GLAZING CHANNEL FRAME JAMB, PC WHITE ALUM. 6063-T6 ALUM. 6083-T6 EMC WINDOWS &DOORS LLC. EMC WINDOWS 8 DOORS, LLC. 3 2 E103 FRAME HEAD/ SILL, PCWHITE ALUM. 6063-T8 EMC WINDOWS 8 DOORS, LLC. 4 5 4 AS REOD. E110 E118 GLAZING CHANNEL, PC WHITE ANCHOR CLIP 16 GA ALUM. 6063-T6 ALUM. 6063-T6 EMC WINDOWS &DOORS, LLC. EMC WINDOWS 8 DOORS, LLC. 6 7 AS READ. AS RECD. E119 V0021 W0019 ANCHOR CLIP 16 GA E202 VINYL BULB, GLAZING STOP .125 X .25 GLAZNG TAPE, 2 SIDED ALUM. 6063-T6 VINYL TAPE EMC WINDOWS 8 DOORS, LLC. FENESTRATION GLASS PRODUCTS FRANK LOWED B AS REOD. 9 AS REOD. SEALOt-1 DOW 995 BACK SILICONE SI • • • . • • • Apra 1st, 2u15 • •• •• • • • •• •• ••• • • • ••• • • BCIS Home Log In i User Registration Hot Topics I Submit Surcharge 1 Slats & Facts Publications dbProduct Approval USER: Public User r 8 - Product Approval Menu > Product or Application_ Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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) FL17596-R1 Affirmation 2017 Approved -..,,. Contact Us ' BCIS Site Map E Links Search EMC Windows and Doors, LLC. D • • • 455 E. 10th Ave. • • • • •••• • ••••• Hialeah, FL 33010 • • • • • (305) 283-6280 • • • D • G • • • • EMCwindowsdoors@gmail.corrr • • • • • • • • • GOOD •• • • • Yiping Wang • • • • ' mcy@mcyengineering.com Do** • • • • • • • • •• •• •••• •••••• Carlos Perez • • 455 E. 1 Oth Ave. • • • � • • • • • • • • • Hialeah, FL 33010 • • • • • • (305) 283-6280 G • • G i • • • • EMCwindowsdoors@gmail.com •• • • '• ' • Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Yiping Wang PE-55983 National Accreditation and Management Institute 12/31/2019 Sifu Zhou, P.E. Validation Checklist - Hardcopy Received FL17596_Rl_COI Certificate of Independence SS.pdf 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 Sections from the Code Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 17596.1 Model, Number or Name Series SG2100 Sliding Glass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-100 Other: FOR DESIGN LOADS VS. DOOR SIZES, SEE INSTALLATION INSTRUCTIONS. Florida Licensed Professional Engineer or Architect FL17596 R1 Equiv Statement of Equivalence - SG2100 SS.pd 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. Yes No N/A FL17596 R1 CDC FBC 2017 Affirmation Letter f117596 SS 0f Method 1 Option D 01/11/2018 01/11/2018 03/29/2018 Tal Description Series SG2100 Sliding Glass Door - L.M.I. & S.M.I. Installation Instructions FL17596 R1_II AD15-16 03-30-15 FA SS&O Verified By: Yiping Wang PE #55983 Created by Independent Third Party: Yes *so* Evaluation Reports • • • • • • • • • FL17596 R1 AE SG2100 :valdat ion Re olt�pd • • • • • • Created by Independent Third Party: Yes • • • • • • • ; • • • •-• •r•ra• •••••• • • • •••••• •••• ••••• •••• • •• ••••• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487- m- • • • • • • The State of Florida is an AA/EEO employer. COD right 2007-2013 State of Florida.:: Privacy Statement :: Acces�biliW 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 jQVc-records req%est, to rlbt send electronis mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please c9ptact.85t487.1395.•itursEant to Section • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the aepartrpent with an e"i`Vdress if th in $ya VG• one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If youdo not wi§h 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 arefeli•e•see under Chapter 455, F.S., please click here . Product Approval Accepts: IRMA in ® anacr Credit Card safe 96 114" MAX. _ FRAME WIDTH _- 3' 6 11116" MAX. 3' - 6 11/16" MAX. r D.L.O. D.L.O. 1k' 14" EXTRA ONE PAIR ANCHORS AHEAD / 'r I FEA6 & 8 FOR 3/8' < SHIM 51/2', +L I I SILL TYP. OR WOOD SUBSTRATE fl )Al' w - AOOR©�I I-- ❑A OR© r- --4 TYPICAL ELEVATION (XO) SG2100 SLIDING GLASS DOORS GENERAL NOTES: 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). DOORS RATED FOR LARGE AND SMALL MISSILE IMPACT AND DO 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. THESE DOORS ARE APPROVED FOR AIR AND WATER INFILTRATION. 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. FRAME WIDTH { 3'-611116"MAX. 3'-611/i_6"MAX. D.L.O. _ _ D.L.O. � 14 _ __. 8 HEAD 8 3" EXTRA ONE PAIR ANCHORS FOR 3/8" <SHIM 5112", SILL TYP. ' ( OR WOOD SUBSTRATE I I Lu T `CL CL I j I II I I I I O X I I II I I I B I I 3 QOR © A DESIGN LOAD TYPICAL ELEVATION (OX) (FOR SIZES SHOWN ABOVE OR SMALLER AS PERMITTED BY FBC) +80.0 PSF -100.0 PSF WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, G = 0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMIJED 10 �TE4VETAL SCREWS THAT COME INTO CONTACT WTTti (ITHER•OIS6I41-/XR MATERIALS SHALL MEET THE REQUIREMENTS!V THE.414.�tt1R:)A*eUiLi):JG OODE. •• ••• •• • • • •• METAL STRUCTURES NOT BY EMC WINDOWS & DOORS, LLC. MUST SUPPORT LOADS IMPOSED BY WINDOW SYSTEM AND TRANSFER THEM TO THE BUILDING �JRL"VRE. • • • • • • •• • • • • • • • • 0 z vi E = U g � J — J v � E O �r.no.s or osE 0 OU w v o n U) O j oo«o,�awoE�wh.aw,"EP Eo. Q e i c3i 3 w Z o O i $ o nr..n rw5. N U 0 i W a In w o E.oq,nEPao� moo• LU nwo�t�o V) FL #17596 11 _ py= ua�-- March 30th. 2015 •_y19L iOIGCTI 19-MP-- - MAVilii. �U AD15-16 L REET 1 JF 5 ••• • • • ••• • • BILL OF MATERIALS ITEM # PART # QTY. DESCRIPTION MATERIAL MANUFACTURER/REMARKS 1 SW-43124 2 ALUM. FRAME HEAD ALUM. PANEL TOP & BOTTOM RAIL ALUM. GLAZING STOP ALUM. 6063-T5 ALUM. 6063-T5 ALUM. 6063-T5 EMC WINDOWS AND DOORS, LLC. EMC WINDOWS AND DOORS, LLC. EMC WINDOWS AND DOORS, LLC. ULTRAFAB ULTRAFAB 2 SW-43127 2 3 SW-43128 4 4 ULTRAPILE AS REQD. WOOL PILE WOOL 5 E201 AS REQD. BULB VINYL VINYL 6 - AS REQD. SPACER BUTTON RUBBER ULTRAFAB 7 8 DOW 899 SW-43125 39.10 SW-43123 SW-43126 SW-43130 AS REQD. AS REQD. 4 AS REQD. 2 1 STRUCTURAL SILICONE SILICONE DOW CORNING 899 ALUM. FRAME SILL TRACK ROLLER ASSEMBLY ALUM. FRAMF JAMB ALUM. PANEL JAMB ALUM. PANEL INTERLOCK — — — — - ALUM. PANEL INTERLOCK INVERTED STEEL TUBE REINFORCEMENT WATER BAR JOINT SEALER ALUM. 6063-T5 EMC WINDOWS AND DOORS, LLC. 9 10 11 12 STEEL TRUTH ALUM. 6063-T5 ALUM. 6063-T5 ALUM. 6063-T5 ALUM. 6063-T5 HRB66 ALUM. 6063-T5 SEAM SEALER EMC WINDOWS AND DOORS, LLC. EMC WINDOWS AND DOORS, LLC. EMC WINDOWS AND DOORS, LLC. — - EMC WINDOWS AND DOORS, LLC. EMC WINDOWS AND DOORS, LLC. SCHNEE MORE HEAD SEAM SELER 13 SW43129 --..... _........ _..... - ...... ----- 1 14 15 16 1x1-1/2X1/8" 2 .119X2.750 SM 5504 1 AS REQD. 17 18 19 2.000 X .750 2.000 X 1.750 2992 4 2 1 SHEAR ANGLE 1 AT FIXED PANEL JAMB 30" O.C. SHEAR ANGLE 2 ALUM. 6063-T5 ALUM. 6063-T5 EMC WINDOWS AND DOORS, LLC. WITH #10X5/8" PPH SMS EMC WINDOWS AND DOORS, LLC. TRUTH PANEL HOOK LOCK AND HANDLE METAL 3/16" HS GLASS o O g 3/16" HS GLASS / p o o 0 — 0.090" SENTRYGLAS 0.075" SAFLEX STORM GLASS / a z LL �sJ INTERLAYER BY EASTMAN CHEMICAL CO. X BY DUPONT a W \ 3/16" HS GLASS n w W / 3/16" HS GLASS / / z o m = w Lu �p $ W m m DOW CORNING 899 Z U) s c� Z m to - STRUCTURAL SILICONE �J _J N w Q w J g` •• • • • • • ••• •• -J cU` 4 • • • • • • • • • ` �..uuu�� WA • + • • • • • • • • _ _ � �� �� N �• EE fff •• • • • •• ••• •• GLASS TYPE "A" 7/16" NOMINAL TOTAL THK. • • ••• • • i e • • NOTE4. : '•• • '. : : • : ': GLASS•CAPpCITIES.tR[!D%SEDQN �• ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• GLASS TYPE "B" 7/16" NOMINAL TOTAL THK. ...-- March 30th. 2015 DGE DIET. EDGE Dlsr. ,TYPICAL ANCHOR "E- -" --"- f TYPICAL ANCHOR TYPICAL ANCHOR STEEL OR - ------ ` APPROVED MULLION — -- SEE ELEVATION MIN. 2x WOOD BUCK OR SEE ELEVATION SEE ELEVATION UNDER SEPARATE / `` J / FOR SPACING / FOR SPACING EDGE DIST _ FOR SPACING ( APPROVAL) WOOD STF�UCTURE +'— i "� �`� \ i r EDGE DIST CONCRETE 1x W©OD BUCK z1W� SEE TYPIELEVATION ANCHOR FOR SPACING SEALANT j- j.� ,f.. I EONCRETE ( ) L MAX. II SEE ELEVATION Illl FOR —1/2"SHIM MAX. 11 SEE ELEVATION sill CQJ 1,. SHIM MAX. FOR EXTRA FOR EXTRA SEE ELEVATION ANCHORS ANCHORS FOR EXTRA r ANCHORS TYPICAL ANCHORS. (SEE ELEV. FOR SPACING) • TYPE'A' - 114" ULTRACONS BY'ELCO' (w = 177 Ksl, Fy = tss Ksry • INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-1/2" MIN. PENETRATION INTO WOOD • THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • DIRECTLY INTO CONC. OR MASONRY 0 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY m x ;Il —✓ TYPE'B' - 1/4" TEKS OR SELFDRILLING SCREWS (GRADE_5 CRS) w • INTO METAL STRUCTURES TYPE'C' - #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • INTO FLORIDA STATE APPROVED MULLIONS I STEEL : 1/8" THK MIN (Fy = 36KS1 MIN.) _ ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) SILICONE MASONRY ASTM C90 GROUT FILLED CONCRETE BLOCK -- �, ASTM C90 HOLLOW CONCRETE BLOCK -�; {'Si ALUMINUM BAR WITH (2) #10 X 518" . CONCRETE SMS Pc— 3,000 PSI WEEP HOLES ffff CONCRETE ' ( CONCRETE • W1 = 3/8" X 1 1/2" WEEP HOLES AT 8" FROM EACH END (2 PER PANEL ) —'a HIGI TRENGTH 000 • • • • • • • �E T. '�,� " • U GROUT fc'=5000P A�n. • NOT BY NFP MUS! • • • • • • • • AA:ik4 • • • TRANSFER LOAD Q� • • • 1i STRUCTURE • L rRAg1E gAISASA CORNER SEAMS AND JOINTS WERE • • �� FOR WATER INFILTRATION • I FOR WATER INFILTRATION REQUIRE • • • • • BJ •SALE& USING GCI4NEE MOREHEAD SEAM SEALER SM 5504 J REQUIRE LESS THAN 9.0 PSF LESS THAN 12.0 PSFt�bRn�l ANCHOR EDGE DISTANCES INTO CONCRETE ND MVONRY = 1-1/4" MIN. • • • • • ltgOW D STF%UF4c • = 1" MIN. • • • • • • • • • IWO METAL STIlUCPJR: • = 3/4" MIN. • • • • • • • • • • • • .� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 Y U O [a HF U U O �i1a1�1�UU^U:�- MIN. MBEDMENI a "uu�luuac�aaa l NI 0 w jp #10 PPH SMS 17 (7 r MIN. E BEDMEI4T U \�-�' .------71m o ww w EXTERIOR \•\, EXTERIOR F- p W 2 7/8" D.L.O. D.L.O. 3 1/8" _i U U - #14 SMS FH \ `1/4" TEKS / ^ 100 t � O O �C'� FRAME WIDTH -...-_, _ _ 1/2"SHUd--- STEEL OR APPROVED MULLION / 4 \( 4 (UNDER SEPARATE APPROVAL) I • • • • • • • • i • 0'. 01 EXTERIOR I FRAME WIDTH • • • • • • 1�' • _.IM• CI • • • • f • • •• • .•• • • • • • • • • • • Rl �a;;SSIONP�. 3.825' 0�33r 1415" F. 1.421' 1 1 FRAME HEAD 6063� ion L ��ANEL TOP/BOTTOM � 6063T5 3 GLAZING STOP 60 i, 0 PW 1.425. r , 425" f I o.075" 8 FRAME SILL TRACK 1.240 i.500' 0.075" o AME 10 60FR63 JAMB -T5 I �1 REINFORCEMENT TUBE 14 STEEL i 0.�1g.. t 2.430' 0.800', PANEL JAMB sos3-rs WATER BAR 1 5 sOs3-Ts (3) #10 PPH SMS io) JAMB CONNECTION (2) 1I4' v 2• PPH SKIS 3OW" TO FRAME HEAD & SILL 2.199r� sg I• % PANEL63-T5 INTERLOCK SHEAR6063-TS ANGLE 1 1 6017 .64 / J /i � � I // tz)vaKz•PPH SMs st o+ • • • • • • • • • ���V, WAN, i Q �2 000 o • • • �. / / •49 PANEL INTERLOCK INVERTED SHEAR ANGLE 2 • • • • / • �1 13 so s3-Ts �sos3-Ts PANEL CONNECTION Sg0 . . . . March 30th- 2015 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Page 1 of 4 MecaWind v2323 Software Developer: Meca Enterprises Inc., www.meca.biz, Copyright 2018 Calculations Prepared by: Date: Feb 21, 2020 FileLocation : Basic Wind Parameters Wind Load Standard = ASCE 7-10 Exposure Category Wind Design Speed = 175.0 mph Risk Category Structure Type = Building Building Type General Wind Settings = ASCE 7-10 Wind Parameters Incl_LF = Include ASD Load Factor of 0.6 in Pressures DynType = Dynamic Type of Structure NF = Natural Frequency of Structure (Mode 1) NF = Natural Frequency of Structure Alt = Altitude (Ground Elevation) above Sea Level Bdist = Base Elevation of Structure GenElev = Specify the Elevations For Wind Pressures SDB = Simple Diaphragm Building MWFRS = Analysis Procedure being used for MWFRS C&C = Analysis Procedure being used for C&C Reacs = Show the Base Reactions in the output MWFRSType = MWFRS Method Selected Topographic Factor per Fig 26.8-1 Topo = Topographic Feature Kzt = Topographic Factor Building Inputs RoofType: Building Roof Type = Gabled W Width Perp to Ridge = 60.000 ft L EHt Eave Height = 10.000 ft RE Slope Slope of Roof = 2.0 :12 OH Parapet Type of Parapet = None Theta Par Is there a Parapet = False OH ALL OH ALL : None = 0.000 ft OH_ALL Exposure Constants per Table 26.9-1: Alpha: Const from Table 26.9-1= 9.500 Zg: At: Const from Table 26.9-1= 0.105 Bt: Am: Const from Table 26.9-1= 0.154 Bm: C: Const from Table 26.9-1= 0.200 Eps Overhang Inputs: Std = Overhangs on all sides are the same OHType = Type of Roof Wall Intersections ,`,,111111111/I���I i Enclosed No 82038 ••'; = TrueRigid � � ; • Q � 1.000 Hz ��••. STATE OF 1. 000 Hz �� ;ON 0.000 ft �j•. 0 = 0. 00 0 ft 1,,�� = Mean Roof Ht 1111 A 111� = False = Ch 27 Pt 1 = Ch 30 Pt 1 A -� / ') _ = False se (�! (/ � = Ch 27 Pt 1 = None = 1.000 Gabled = Length Along Ridge = 60.000 ft •••••• Roof Entry Method = Slope • • 0000 000000 Specify Roof to Wall intersectdpnssand Ove4haros= None •• Roof Slope = 9.46 Dfi • • • • None = 0.000 ftt o .. ...... None = 0.000 re" o • • �••••� •••• • •• ••••• Const from Table 26.9-1= 900.000 ft • • Const from Table 26.9-1= 1.000 •••••• • ••• ••••• Const from Table 26.9-1= 0.650 •• •• •• • •••••• Const from Table 26.9-1= 0.200 • 0 • • •• • •••••• = True • • • • • • • = None •• • •••• • • • Main Wind Force Resisting System (MWFRS) Calculations per Ch 27 Part 1: Theta = Roof Slope in Degrees = 9.46 Deg h = Mean Roof Height: Theta <= 10 Deg use Eave Height = 10.000 ft Zh = Mean Roof Height for Kh: h + Base Dist = 10.000 ft Kh = Since Zh<15 ft [4.572 m] --> 2.01 * (15/zg)^(2/Alpha) = 0.849 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 GCPi = Ref Table 26.11-1 for Enclosed Building = +/-0.18 RA = Roof Area = 3649.66 sq ft LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 33.94 psf qin = For Negative Internal Pressure of Enclosed Building use qh*LF = 33.94 psf qip = For Positive Internal Pressure of Enclosed Building use qh*LF = 33.94 psf Gust Factor Calculation: Gust Factor Category I Rigid Structures - Simplified Method G1 = For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm = 0.6 * Ht = 15.000 ft Izm = Cc * (33 / Zm) 0.167 = 0.228 Lzm = L * (Zm / 33) Epsilon = 427.057 Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 = 0.912 G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.879 Gust Factor Used in Analysis G = Lessor Of G1 Or G2 = 0.850 MWFRS Wind Normal to Ridge (Ref Fig 27.4-1) h = Mean Roof Height Of Building = 10.000 ft RHt = Ridge Height Of Roof = 15.000 ft file:///C:/ Jsers/masoo/AppData/Roaming/MecaWind/SelectedAnalysis.html 2/21/2020 Page 2 of 4 B = Horizontal Dimension Of Building Normal To Wind Direction = 60.000 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 60.000 ft L/B = Ratio Of L/B used For Cp determination = 1.000 h/L = Ratio Of h/L used For Cp determination = 0.167 Slope = Slope of Roof = 9.46 Deg Roof= Roof Coeff (0 to h) (0.000 ft to 10.000 ft) = -0.18, -0.9 _1 Roof= Roof Coeff (h to 2h) (10.000 ft to 20.000 ft) = -0.18, -0.5 _2 Roof 3 = Roof Coeff (>2h) (>20.000 ft) = -0.18, -0.3 Cp-WW = Windward Wall Coefficient (All L/B Values) = 0.80 Cp_LW = Leward Wall Coefficient Using L/B = -0.50 Cp-SW = Side Wall Coefficient (All L/B values) = -0.70 GCpn WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn_LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) = -1.00 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf psf --------- ----- 10.00 ----- ----- ----- ------------------- ------ ----- 0.849 1.000 33.94 0.18 16.97 -20.53 -26.30 37.51 9.60 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf psf ----- 10.00 ----- ----- ----- -------------------- ------ ----- 0.849 1.000 33.94 -0.18 29.19 -8.32 -14.09 37.51 --------- 9.60 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal Press Coefficient •••• • Side = qh * G * Cp_SW - qip * +GCPi Windward = qz * G * Cp_WW - qip * +CCPi • 90000 • • • • • • Leeward = qh * G * Cp LW - qip * +GCPi Total = Windward Press - Leeward•Preds • • • • * Minimum Pressure: Para 27.4.7 no less than 9.60 psf (Incl LF) applied to Walls :•• •. •• + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surfacc#••••• • • •• •••••• • • Roof Wind Pressures for Positive & Negative Internal Pressure (+/- GCPi) ••Normal to Ridge•• All wind pressures include a load factor of 0.6 •••• • •• ••••• •••••• • ••• ••••• Roof Var Start End Cp_min Cp_max GCPi Pressure Pressure Pressure • • Pressure •• • • • •• • •••••• Dist Dist Pn min* Pp_min* Pn max Pp ma•x•••• ft ft psf psf psf psf• • • • •• • ----------- ------ ------ ------ ------ ----------------------------- ------*-- • •• • •••••• Roof 1 (+Y) 0.000 10.000 -0.180 -0.900 0.180 0.92 -11.30 -19.86 -32.07 • •••• • • Roof 2 (+Y) 10.000 20.000 -0.180 -0.500 0.180 0.92 -11.30 -8.32 -20?%3 • • •••••• Roof 3 (+Y) 20.000 30.000 -0.180 -0.300 0.180 0.92 -11.30 -2.55 -14.76 • •••••• • • •••• Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp_Max = Largest Coefficient Magnitude Cp Min = Smallest Coefficient Magnitude Pp_max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp_max - qin*(-GCpi) Pp_min* = qh*G*Cp_min - qip*(+GCPi) Pn_min* = qh*G*Cp_min - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical * The smaller uplift pressures due to Cp Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface MWFRS Wind Parallel to Ridge (Ref Fig 27.4-1) h = Mean Roof Height Of Building = 10.000 ft RHt = Ridge Height Of Roof = 15.000 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 60.000 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 60.000 ft L/B = Ratio Of L/B used For Cp determination = 1.000 h/L = Ratio Of h/L used For Cp determination = 0.167 Slope = Slope of Roof = 9.46 Deg Roof 1 = Roof Coeff (0 to h) (0.000 ft to 10.000 ft) = -0.18, -0.9 Roof= Roof Coeff (h to 2h) (10.000 ft to 20.000 ft) _ -0.18, -0.5 _2 Roof 3 = Roof Coeff (>2h) (>20.000 ft) _ -0.18, -0.3 Cp_WW = Windward Wall Coefficient (All L/B Values) = 0.80 Cp_LW = Leward Wall Coefficient Using L/B = -0.50 Cp-SW = Side Wall Coefficient (All L/B values) _ -0.70 GCpn WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) = -1.00 file:///C:/Users/masoo/AppData/Roaming/N4ecaWind/SelectedAnalysis.html 2/21/2020 Page 3 of 4 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf psf ----- ----- ----- ----- ------------------- ------ -------------- 15.00 0.849 1.000 33.94 0.18 16.97 -20.53 -26.30 37.51 9.60 10.00 0.849 1.000 33.94 0.18 16.97 -20.53 -26.30 37.51 9.60 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf psf -------------- ----- ----- ----- ----- 15.00 0.849 1.000 33.94 -------------------- ------ -0.18 29.19 -8.32 -14.09 37.51 9.60 10.00 0.849 1.000 33.94 -0.18 29.19 -8.32 -14.09 37.51 9.60 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal Press Coefficient Side = qh * G * Cp_SW - qip * +GCPi Windward = qz * G * Cp_WW - qip * +GCPi Leeward = qh * G * Cp_LW - qip * +GCPi Total = Windward Press - Leeward Press * Minimum Pressure: Para 27.4.7 no less than 9.60 psf (Incl LF) applied to Walls + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Roof Wind Pressures for Positive & Negative Internal Pressure (+/- GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Roof Var Start End Cp_min Cp_max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn_min* Pp_min* Pn_max Pp_max •••• ft ft psf psf psf psf • • • • ••d• •••••• ___________ ______ ______ ______ ______ _____ ________ ________ Roof1 (+Y) 0.000 10.000 -0.180 -0.900 0.180 0.92 -11.30 -19.86 -32.0" • •• • • Roof-2 (+Y) 10.000 20.000 -0.180 -0.500 0.180 0.92 -11.30 -8.32-20•%3•••• •••• ••••o• Roof-3 (+Y) 20.000 60.000 -0.180 -0.300 0.180 0.92 -11.30 -2.55 -14 "% :.. • • • Notes Roof Pressures: • • • • • Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge•• • •• ••••• Cp_Max = Largest Coefficient Magnitude Cp_Min = Smallest Coefficient Magr"jjq% Pp_max = qh*G*Cp_max - qip*(+GCPi) Pn max = qh*G*Cp_max - qin*(-GCpi) • • • ••• ••9••• • • • Pp _min* = qh*G*Cp_min •• •• - qip*(+GCPi) Pn min* = qh*G*Cp_min - qin*(-GCPi) •• • •••••• • OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical•••• • • * The smaller uplift pressures due to Cp_min can become critical when wind is Gomb1nJi •• • 0000 % with roof live load or snow load; load combinations are given in ASCE 7 • • • + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surfacij ••• • •• :••••: • • Components And Cladding (C&C) Calculations per Ch 30 Part 1: Theta = Roof Slope in Degrees = 9.46 Deg h = Mean Roof Height: Theta <= 10 Deg use Eave Height = 10.000 ft Zh = Mean Roof Height for Kh: h + Base_Dist = 10.000 ft Kh = Since Zh<15 ft [4.572 m] --> 2.01 * ( [15 ft or 4.572 m] / zg)^(2/Alpha)= 0.849 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 GCPi = Ref Table 26.11-1 for Enclosed Building = +/-0.18 LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 33.94 psf LHD = Least Horizontal Dimension: Min(B, L) = 60.000 ft al = Min(0.1 * LHD, 0.4 * h = 4.000 ft a = Max(al, 0.04 * LHD, 3 ft [0.9 m]) = 4.000 ft Wind Pressures for C&C Ch 30 Pt 1 All wind pressures include a load factor of 0.6 Description Zone Width Span Area 1/3 Ref GCp GCp p p Rule Fig Max Min Max Min ft ----------- ft ft sq ft ---- ----- ----- ----- ----------- ----- ------ psf ----- psf ------ Zone 1 1 3.000 3.000 9.00 No 30.4-2B 0.500 -0.900 23.08 -36.66 Zone 2 2 3.000 3.000 9.00 No 30.4-2B 0.500 -1.700 23.08 -63.81 Zone 3 3 3.000 3.000 9.00 No 30.4-2B 0.500 -2.600 23.08 -94.36 Zone 4 4 3.000 3.000 9.00 No 30.4-1 0.900 -0.990 36.66 -39.71 Zone 5 5 3.000 3.000 9.00 No 30.4-1 0.900 -1.260 36.66 -48.88 Area = Span Length x Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length file:///C:/Users/masoo/AppData/Roaming/MecaWind/SelectedAnalysis.html 2/21/2020 Page 4 of 4 GCp = External Pressure Coefficients taken from Figures 30.4-1 through 30.4-7 p = Wind Pressure: qh*(GCp - GCpi) [Eqn 30.4-1]* *Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf [0.460 kPa] (Includes LF] Since Roof Slope <= 10 Deg, the wall pressures are reduced by 10% •••• Y • • • • • •••••• •000000 •• •••••• • •••••• •••• • •• ••••• • • •••••• • ••• ••••• •• •• •• • •••••• • • • •• • •••••• • • • • • • •• • • • 0000 file:///C:/TJsers/masoo/AppData/Roaming/MecaWind/SelectedAnalysis.html 2/21 /2020 BCIS Home Log In { User Registration Hot Topics I Submit Surcharge i Stats & Facts Publications Contact Us BCIS Site Map Links Search OProduct } Approval Fbri�r USER: Public User ���t,flrrrrrr Product Approval Menu > Product or Application Search > Application List > Application Detail ,% o0D H 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 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) E IV FL17595-R1 Affirmation No 82038 2017 Approved STATE OF 0 R �,% 1�� • • rll� � 44 EMC Windows and Doors, LLC! • 455 E. 10th Ave. • • • 090 •v • Hialeah, FL 33010 •••••• •• • • • • • • • • • (305) 283-6280 • • • • • • • • • EMCwindowsdoors@gmail.com • • • • .. • • • • • • • •••• • •• ••••• Yiping Wang ••�••� ••••% ••:••� mcy@mcyengineering.com • • • • • • • • .. • • • • Carlos Perez • • • • • •••••• •••••• 455 E. 10th Ave. : • • ' • • Hialeah, FL33010 •• • :••••• • (305) 283-6280 •••• • • • • EMCwindowsdoors@gmail.com Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Yiping Wang PE-55983 National Accreditation and Management Institute 12/31/2019 Sifu Zhou, P.E. Validation Checklist - Hardcopy Received FL17595 Rl_COI Certificate of Independence SS .pdf 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 Sections from the Code Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Mary 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. Florida Licensed Professional Engineer or Architect FL17595 R1 Etc uiv_Statement of Equivalence - HR2100 SS.P r 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. Yes No N/A FL17595 RI_C-QC FBC 2017 Affirmation Letter f117595 SS.qdf Method 1 Option D 01/11/2018 01/12/2018 03/29/2018 Description HR 2100 Aluminum Horizontal Sliding Window - L.M.I. & S. M.I. • Installation Instructions F 1L 7595_Rl_II AD15-14 4-1-15 SS.Ddf Verified By: Yiping Wang PE #55983 f Created by Independent Third Party: Yes Evaluation Reports •"• FL1759 AE Evaluatigip.ReDortSSjPdf ••• • ' _R1 Created by Independent T hirQ e&ty: Yes • • •• •• •••• •••••• •••• • •• •••• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487.1824 • • • • • • The State of Florida is an AA/EEO employer. Cgyrigh[ 2007-2013 State of Florida.:: Privacy Statement :: Accessibili statement :: Refynd Statement • Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to @46c r•cords request, Minot send e1et4tbR'iy • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139.9. *Pu?%,Aht to Section • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an ei%lil address if they have* one. The emails provided may be used for official communication with the licensee. However email addresses are p%blic Pe=o?d. If you do W* Wish to suppiya• • • • personal address, please provide the Department with an email address which can be made available to the public. Todetermme if,you are a licensee under Chapter 455, F.S., please click here . 0000 Product Approval Accepts: 92 Fc-A ,:-,, Credit Gard Safe A � 4 ♦ 4 '"•aal f� �, y�c 9 111" MAX. WINDOW WIDTH 3 1/2' MAX. TYP. 7" 15" MA%. HEAD/SILL CORNERS- _ L i I I AT HEAD/51 I W �Io J NIA x X v0 w a ¢ 4- x ONE ANCHOR AT r TWO ANCHORS AT FIXED ONE ANCHORAT CENTER PER PANEL _ _ 111" MAX / PANEL WITH EQUAL SPACING CENTER PER PANEL .� WINDOW WIDTH / o 31/2'Imp. TYP. T' 161/8"MAX.J / HEAD/SILL CORNERS t -f AT HEAD/SILL% ! � I 315/8" 331/2" 315/8" D.L.O. (VENT) _ D.L.O. (FIX. LITE) D.L.O. (VENT) 36 3/4" I " 36 3/4" VENT WIDTH _ VENT WIDTH TYPICAL ELEVATIONS i TESTED XOX (1, 1, 1) ONE ANCHOR AT 531i8" CENTERPERFMEL -- --- _ _— FRAME WIDTH� -- — 3 1/2, MAX. TYP. 7" . `-:9 3/4"MAX. I_ I 23" 211/4" L.O. (FIX. LITE) O.L.O. (VENT) 26 3/8" _ VENT WIDTH TYPICAL ELEVATIONS TESTED (OX,XO) THESE WINDOWS ARE RATED FOR LARGE I MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. # t A oaP{ Z NI= = In p O N N Z U 0 > z 22 3/8" D.L.O. (VENT) _ 271/2" VENT WIDTH i 4- X (FIX. LITE) D.L.O. (VENT) * 271/2" VENT WIDTH TYPICAL ELEVATIONS TESTED XOX (1, 1, 4) 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 SHALI•V 4"QIVD•W41- DVSSIVG QR SVJCCO. ANCHORING OR LOADINt ONDITIDN *�" SPAN ; T ESE,DETAILS ARE NOT PART OF THIS APPROVAL. • • • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTH�fRdISSIV*AR MAJ ALS SMALL M�ftjH� REQUIREMENTS OF THE 2010/2014 FLOR 0 BUILIUNG CODjj S CTIQN AS APWIQABW. • • • • • • • • • • APPROVAL APPLIES % SINGL:UNITS 155 SIDR?SIDE �IN;V;NS OF HR-HR OR HORIZONTAL ROLLING WINDOW WITH OTHER WINDOW TYPES 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 c U a ° _ o 2 � z m O w D O w Z N U y= � Z Q �f c I W W Z r c Z 0 L ¢_ C Z Z W � 3 3 z 3 zO g J 8 J p � qE� O m d O a m ; 3 o Q o = ¢ 0>) ¢ � O 2 > < w i4tmW M6 ? O = N .ltcuM[M Q Z ..,x. w,.. Eo �.wtio. kiE«co a U x w o'-f.A N E. �I� w FL u17595 RZ N ,6RIDA , • • • • • • • • A(JNI 1 Si, LU1 b • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 A , ,, 2 oA�nxc Au AD15 14 DESIGN LOAD CAPACITY - PSF (XO & OX) GLASS TYPE A GLASS TYPE B WIDTH WIDTH 26 1/2" 37" 53 1 /8" 63" 74" 26 1/2" 37" 53 1 /8" 63" 74" HEIGHT - HEIGHT `, +90 +90 +90 +90 +90 +65 +65 +65 +65 +65 26 -100 -100 -100 -100 -100 26 -75 -75 -75 75 -75 38-3/8" +90 +90 +90 +90 +90 38-3/8 +65 +65 +65 +65 +65 _100 -100 -100 -100 +90 +90 +90 -100 +90 50-5/8 " -75 +65 -75 +65 -75 -75 +65 +65 -75 +65 -- --_.-- 50 -5/8" 50- -- +90 -100 -100 -100 -100 _92.8 -75 -75 -75 -75 -75 +65 +65 +65 +65 �- +65 +65 +65 +65 +65 +65 63" -75 -75 -75 -75 -71.5 63 -75 -75 -75 -75 -73.5 +65 +65 +65 )� 74 1 /4" +65 +65 +65 74 1 /4" -75 -75 -75 i'��-._ -75 -75 +65 75 ---. +65 - 76" +65 +65 +65 �" y,. 76" +65 -75 -75 -75 i� / �.� -75 -75 -75 DESIGN LOAD CAPACITY - PSF (XOX 1/3-1/3-1/3) GLASS TYPE "A" GLASS TYPE "B" `. WIDTH '--,,,,,WIDTH 53118" 63" 74" 94 1/2" 111" ., 531/8" 63" 74" 94112" 111" � HEIGHT HEIGHT •''-•. +90 +90 +90 +90 +90 +90 +90 +90 +65 +65 26" -100 -100 -100 -100 -100 26" -100 -100 -100 -75 -75 38-3/8" +90 +90 +90 38-3/8" +65 � +65 +90 +90 +90 +90 +90 -100 -100 -100 -100 -100 -100 -100 -100 -75 -75 - - - — — -- —. -- - - T 50-5/8" +90 +90 +90 +90 +90 50-5/8" +90 +90 +90 +65 +35 _100 -100 -100 -100 -100 _100 -100 1 -100 +- — —r � -75 --- ----- -75 - +65 63" +65 +65 +65 -- —+---- -- +65 +65 - — - 63 - - +65 +65 +65 +65 _75 -75 -75 -75 -75 -75 -75 -75 -75 -74.1 DESIGN LOAD CAPACITY - PSF (XOX 1/4-1/2-1/4) GLASS TYPE "A" GLASS TYPE "B" `. WIDTH • • • • • • ••'• 531/8" 63" 74" 94 1/2" •11V" • •531/8" • 63" i 74" 94 1/2" 111"HEIGHT,,•+90 26" +90 +90 +90 +90 • q +65 • +65 +65 +65 +65 _100 -100 -100 -100 •-1� • •-'5•1 -75 -75 -75 75 +90 +90 +90 +90 +85.5+65 +65 +65 +65 +65 38-3/8' -100 -100 -100 -100 } to +90 +90 +90 • -85.5 -• • •t690.7 -••-• •- • • _75 tt•—. +6316 -75 -75 i -75 -It* — -75 +90 o63.6 +63.6 +63.6 +65 50-5/8" 100 -100 -100 -100: %9* • 5: 5/� • -71 • • -75 -75 -75 -71.8 +65 +65 +65 +65 • 45% • to to6•.3 +63.6 +63.6 +57.7 63" -75 -75 75 -75 56 63" 63.6 • 63.6 -63.6 -63.6 -57.7 • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• — 1/8"ANNEAL GLASS / .090" GLASSLAM SAFETY PLUS II RESIN EXT. /1/8"ANNEAL GLASS C9 •�� 1.-:16` DOW 995 BACK SILICONE GLASS TYPE "A" 5/16" OVERALL LAMINATED GLASS 118" ANNEAL GLASS (1/8" TEMP. GLASS FOR USE IN SMALL MISSILE AREA) EXT. 3/8" AIR SPACE .090" GLASSLAM SAFETY �p�-- PLUS II RESIN (38.r,.•' � __ _ - - 1l8" ANNEAL GLASS .'1 M t-,tb) DOW 995 BACK t SILICONE GLASS TYPE "B" 13/16" OVERALL INSULATED LAMINATED GLASS NOTE: GLASS CAPACITIES N THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) REM H(All I Sl, LU I O _MIN. EDGE DIST.. _r r—MIN. EDGE DIST. n w n z CONCRETE ; i CONCRETE 1 BY WOOD BUCK -`:` �_� r -_ ��- 1 BY WOOD BUCK TYP. ANCHORS I _ \J SEE ELEV. FOR - �^ '— TYP. ANCHORS SPACING �j SEE ELEV. FOR 12i ml SPACING C Q DETAIL `AT X PANEL DETAIL AT� O PANEL i J � o 01 t z' 3 9�- EXTERIOR X r t2 j G � 10'LHI __�7 11)---� - TYP. ANCHORS 1 6 TYP. ANCHORS SEE ELEV. FOR -- SEE ELEV. FOR SPACING /—W1 - SPACING -rl2" (26}--�, W1 /� 2 1 BY WOOD. z • • • • • • • • • • �I " !z CONCRETE ° sew CONCRETE • • • • • • • • •� ••• •• • • • •• G o ` N `Q�IN MIN • REG V EDGE DIST ' / ^ ,DETAIL EDGE DIST. ' •*DE•TAIL AT X PANEL 4• AT PANEi • • • • • • * ; l i • • • • • • • • I"1I.JI II I Jl� GV I V • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • (40; 13� VENT WIDTH i' ° a 118" SHIM M D l 7,{B•Mq}{ SHI TYP. ANCHORS APPLICABLE TO .L.O. Ir ° / TYP. ANCHORS APPLICABLE TO FRAME > 50 5/8' 1 I ° ONLY SEE ELEV. FOR SPACING \� '7 'F`� � I � MIN I , ' E BEDME T°� I•� � FRAME > 50 ELEV. ONLY SEE ELEV. FOR SPACING j � - `— META � EXTERIOR //-- �-1-- v STRUCTURE g� (p (g (141 21, D.L.o. JAMB INTERLOCK X JAMB CONCRETE OR MASONRY _ WIND_Ow WIDTH �', DETAIL rF '`, DETAIL G`, DETAIL 1/8' M SHI Aj TYP. ANCHORS APPLICABLE TO — FRAME > 50 5/8" ONLY SEE ELEV. FOR SPACING , 1 � 1 APPROVED MULLION 9�, (UNDER X JAMB SEPARATE APPROVAL) E ', DETAIL )OPP. VENT WIDTH Im INTERLOCK * —� INTERLOCK • • • • • • • • • • W*100W WIDTH • • ; • ;, WTOAR-• • • / F ',DETAIL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • VENT WIDTH ;�; D.L.O._ — _ HI ' TYP. ANCHORS APPLICABLE TO MIN. w FRAME > 50 5B" ONLY SEE ELEV gMBE_DME}_NT / ' FOR SPACING a �IW s X JAMB CONCRETE OR MASONRY l % ,DEVIL ����•�,"WAiV �''�•, • • • • • • • • April I SI, CV I o • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE W - 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 = 314" MIN- /may. FRAMETOP CORNER #8-1" PH SMS zl i FRAMEIIIBOTTOM OORNER• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • #8-1" PH SMS T; i 41 P VENT TOP/BOTTOM CORNER 3.170" 1.001" 1.244" 0.707 F ° 0 0 0.075" N O io r1 0•� 0 ri /- E110 GLAZING CHANNEL "-' E103 LOCK EXTRUSION 1.654 1.244" _ } 3.170" E113 FRAME SILL � —` ( o ao n 0 p rn1 o 3.175" -�- 1 993" Y �_ E106 •6% VENTHEAD/SILL I `nn11 E112 GLAZING LEG I � 2.435" 0 0.062" 1.244" \ E115 FRAME HEAD �j• E107 i VEN VENT JAMB * 1.244" x 3.237"-- 1 -- 0.062" "' N1.175" 0.067' 1.244"_�1.993" N12 E116 \13' FRAME JAMB i �. E104- 4 % FRAME INTERLOCK E121 36' GLAZING CHANNEL 1.554" 1.115" • • • t• 10.... •r• pow •• • • rn� I a �I NI �n 0.062" /-'• E128 E124 4J' ANCHOR CLIP JAMB SILL COVER 2.506" o���n-_}oi •� • — o• • 'E117 ,14/ VENT LOCK JAMB \, E128A 42' ANCHOR CLIP SILL % E1288 \43 ANCHOR CLIP HEAD BILL OF MATERIALS ITEM # PART # DESCRIPTION QTY. MATERIAL TYPE MANF. / SUPPLIER / REMARKS 4 6 7 E104 E106 E107 ALUM. FRAME INTERLOCK ALUM. VENT HEAD/SILL ALUM. VENT JAMB AS REDD. 2 PER. PANEL 1 PER. MOVING PANEL 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 EMC WINDOWS AND DOORS, LLC. EMC WINDOWS AND DOORS, LLC. EMC WINDOWS AND DOORS. LLC. EMC WINDOWS AND DOORS LLC. 8 E108 ALUM. LOCK EXTRUSION ALUM. GLAZING CHANNEL ALUM, ROLLING GLAZING LEG 2 PER. MOVING PANEL 4 PER. PANEL 1 PER. FRAME 9 10 11 12 13 E110 E112 E113 E115 E116 E117 SEAL01-1 H0001 W0019 EMC WINDOWS AND DOORS, LLC. 6063-T6 EMC WINDOWS AND DOORS, LLC. EMC WINDOWS AND DOORS LLC. EMC WINDOW' AND DOORS, LLC. EMC WINDOWS AND DOORS, U.C. - EMC WINDOWS AND DOORS, LLC. - DOW CORNING EMC WINDOWS AND DOORS, LLC. '.. FRANK LOWED FENESTRATION GLASS PRODUCTS FFNE STRATION GLASS PRODUCTS ULTRA FAB EMC WINDOWS AND DOORS, LLC. _ EMC WINDOWS AND DOORS. LLC. EMC WINDOWS AND DOORS, LLC. _ VARIES EMC WINDOWS AND DOORS, LLC, ALUM ROLLING STANDARD FRAME SILL 1 PER FRAME 6063-T6 6063-T6 COG3.T6 6063-T6 SILICONE STEEL TAPE VINYL VINYL ALUM ROLLING FRAME HEAD ALUM. ROLLING FRAME JAMB ALUM. ROLLING VENT LOCK JAMB DOW 995 BACK SILICONE LOCK SPRING .125 X .25 GLAZING TAPE. 2 SIDED 1 PER. FRAME 2 PER. FRAME 1 PER. MOVING PANEL AS REDD. AS REDD. AS REDD. AS REDD. AS REDD. 14 16 17 20 21 V0020 E708 VINYL BULB, FRAME E202 VINYL BULB, GLAZING STOP WOOL PILE, FRAME SLIDER WHEEL ASSEMBLY WEEP COVER ALUM. INSULATED GLAZING CHANNEL FRAME ASSEMBLY SCREWS ALUM. ANCHOR CLIP 1/16" THICK 3" LONG 22 23 25 V0021 W0023 H0104 AS REDD. WOOL PLASTIC 6060-T6 ST'3T 6063-T6 AS REDD. AS REDO. AS REDD. AS REDD. 26 H0105 E121 # 8 X 1 E128 36 39 40 1 PER. ANCHOR • • • ••• •• • • • % • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• m BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts I Publications Contact Us BCIS Site Map I Links Search dbro Product ApprovalUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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) FL17597-Rl Affirmation 2017 Approved E N SF•9`j ,�i i No 82038 •' 0 :r J:. TATE O ♦'. F •• 4 R 0, / ,••• 0 �of f EMC Windows and Doors, LLC. 000 455 E. 10th Ave. • • • •••• • •••••• Hialeah, FL 33010 • • • • (305) 283-6280 • • • • • • • • • • • EMCwindowsdoors@gmail.conf • • • • • • • • • • • •' • • Yiping Wang • • • • • mcy@mcyengineering.com ' •" • • • •; • • • •••••• •••• ••••• Carlos Perez • 455 E. 10th Ave. • • • • • • Hialeah, FL 33010 • • • • • • • • •••••• (305) 283-6280 • • • • • EMCwindowsdoors@gmail.com • • • • • • • • Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Yiping Wang PE-55983 National Accreditation and Management Institute 12/31/2019 Sifu Zhou, P.E. Validation Checklist - Hardcopy Received FL17597 Rl_COI _Certificate of Independence SS.pdf 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 Sections from the Code Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved summary of Products Florida Licensed Professional Engineer or Architect FL17597 RI Equiv Statement of Equivalence - SH2100 SS, pt f ., 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. Yes No N/A FL17597 R1 CDC FBC 2017 Affirmation Letter f117597 SS.pdff Method 1 Option D 01/11/2018 01/11/2018 03/29/2018 FL # Model, Number or Name Description 17597.1 Series SH2100 Aluminum Single Series SH2100 Aluminum Single Hung Window - L.M.I Hung Window S.M.I. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17597 RI I AD15-15 04-01-15 SS.p-df Approved for use outside HVHZ: Yes Verified By: Yiping Wang PE #55983 foe* Impact Resistant: Yes Created by Independent Third Pasty: Yes. • •. • Design Pressure: +90/-100 Evaluation Reports ; 0,0 • Other: FOR DESIGN PRESSURES VS. WINDOW SIZES, SEE FL17597 R1 AE Evaluation Report SS.pdf• • • • • INSTALLATION INSTRUCTIONS Created by Independent;hird.Pajty: Yes' • ............_......... _,..... _._ ._f f••'g.............._..__--•.­ •• •• goes • • • • •••••• •••• • • • • • •••• •• • • i• ••••• • 00000 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487915iio • • • • • The State of Florida is an AA/EEO employer. Cooyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibgifty ?taterri �ttefpcLStatemerlt• • •: • •• • •• • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response toe public -records request, do not send electroni• mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please Antact 13150.487.1395!"TdtlUant to Secitlsn• • • • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with ailpi I(Aress 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 determi *e1ijI"Ire a licensee under Chapter 455, F.S., please click here . ,�S1 Product Approval Accepts: Credit Card Safe O L V'� fS s4a1' s r q'b %i t �v��i`titi t ti�� SH 2100 ALUMINUM SINGLE HUNG 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). WINDOWS RATED FOR LARGE AND SMALL MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. GLASS CAPACITY BASED ON ASTM El300-09 (3 SEC. GUSTS) ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 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 LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. MATERIAL: ALL ALUMINUM EXTRUSION TO BE 6063 T6 ALLOY SEALANT. -ALL FRAME PERIMETER CAULKING USING DOW 995 - JOINT AND SEAM TO BE SEALED WITH DOW 995 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 201012014 FLORIDA BUILDING CODE. 53 1/8" MAx. WINDOW WIDTH _ _ _ 53 1/8" MAX._ _ 49 1/2" MAX. F WINDOW WIDTH } 491/2°MAX. ~ + D.L.O. D.L.O. AX. __15" Mfx. _MAk 15_ MAX. A HE HEA & AD 8 3ILLI 'HEAD 8 A HEAD 8 (SILL 3 81LL SILL TYP., TVP.; . '..X ... -. { / a F �,Q LL p B Lo �I I VENT WIDTH ` = J � \ N w i - I N 0 3 '� % 4- F o 4 / 50 1/2" 3 Z G� E --n VENT WIDTH z w-v> / 4 R o N C u NQ - 3 iz miz D.L.O. (VENT) TYPICAL ELEVATION (WITHOUT JAMB ANCHORS) > C / SINGLE HUNG WINDOW WITHOUT JAMB ANCHORS FOR WINDOW SIZE 53 1/8" X 50 5/8" OR SMALLER WITHOUT JAMB ANCHOR MAX. DESIGN LOAD ±70 PSF. ADDITIONAL ANCHORS FOR MULLION ARE REQUIRED SEE SEPARATE MULLION APPROVAL. �\ - - - 47 1 /8"----- D.L.O. (VENT) TYPICAL ELEVATION (WITH JAMB ANCHORS) SINGLE HUNG WINDOW WITH JAMB ANCHORS FOR DESIGN LOAD SEE CHART ON SHEET 2 OF 5. WINDOW WIDTH _ WIN • W WIDTH • • • • • • • • • • • • • • • • • • 'APPROVAL APPLIES TO SINGLE UNITS OR SI•BY S1��• • • • • • • • COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WINDOW WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FLORIDA APPROV"MLy 19NS • • • • • • IN BETWEEN. LOWER DESIGN PRESSUREWROM • 0 • • • • • • WINDOWS OR MULLION APPROVAL WILL AF116Y TO' • • • • 0.0 ENTIRE SYSTEM. • • • • • • • • • • • a tZ4 J 8 J E O < n d Z N w O a o U LU a '. GORE RAkN � f FL 117597 �r ORIDA REGISTRA'� V Pr 0633 �TiY28677 S NaG / I�A­ x .FLOP•�,t�� AD15 15 April 1st, 2015 SINGLE HUNG WINDOW WITH JAMB ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE "A" GLASS TYPE "B" HEIGHT (H) WIDTH (W) EXT. (+) INT. (-) EXT. (+) INT. (-) 191/8" 90.00 100.00 90.00 100.00 26" 261/2" 90.00 100.00 90.00 100.00 '(2) 90.00 100.00 37" 90.00 100.00 53 1/8" 90.00 100.00 90.00 100.00 19 1/8" 90.00 100.00 90.00 100.00 38-3/8" 261/2" 90.00 100.00 90.00 100.00 '(4) 37" 90.00 100.00 90.00 100.00 53 1/8" 90.00 100.00 90.00 100.00 191/8" 90.00 100.00 90.00 100.00 50-5/8" 261/2' 90.00 100.00 90.00 100.00 (4) 37" 90.00 100.00 90.00 100.00 53 1/8" 90.00 100.00 90.00 100.00 191/8" 90.00 100.00 90.00 100.00 26 1/2" 90.00 100.00 90.00 100.00 '(5) 37" 90.00 100.00 90.00 100.00 53 1/8" 70.00 90.00 70.00 90.00 191/8" 90.00 100.00 90.00 1D0.00 76" 261/2" 90.00 100.00 90.00 100.00 '(6) 37" 70.00 90.00 70.00 90.00 53 1/8" 70.00 80.60 70.00 83.00 ` () NUMBER OF ANCHORS PER JAMB 1/8" ANNEAL GLASS .090" GLASSLAM SAFETY f PLUS II BY GLASSLAM / u 1/8" ANNEAL GLASS DOW 995 BAGKSILC04NE . • • • •3 �O EXT. •• �•� i i i•r GLASS TYPE "A" : : • • • • • • : : . 5/16" OVERALL LAMINATED GLASS • • • • • •. • • • • 1/8" ANNEAL GLASS (1/8" TEMP. GLASS FOR USE IN SMALL MISSILE AREA) 3/8" AIR SPACE 1/8" ANNEAL GLASS .090" GLASSLAM SAFETY PLUS II BY GLASSLAM 1/8" ANNEAL GLASS ti 3? n` a.-W A DOW 995 BACK SILICONE • 4ASS TYPE "B" • • 1 3/16" OVERALL INSULATED LAMINATED GLASS • • • • • • Mpill ISI, GV Io • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• EDGE DIST ° ° ¢_ w , m w " CONCkETE 1 BY WOOD BU( m v � TYP. ANCHORS SEE ELEV. FOR SPACING o (14 J o n W 3 w ;15) V t D I i DOW 995 SILICONE_ / a 1, i c Zju ALL AROUND ° G flc PERIMETER (TYP.) LL °EDGE DIST. aJ 1� m� 1 BY WOOI CONCRE�I ° - METAL - V, — - i STRUCTURE 2 BY,WOOD BUCK OR j 1/4" SHIM MAX. WOOD STRUCTURE DIST. EDGE DIST j� Z!m 1/4" SHIM MAX. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' - 1l4" ULTRACONS BY'ELCO' (Fu = n7 KSi, Fy = 155 KSp • 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) INTO METAL STRUCTURES TYPE'C' - #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • INTO FLORIDA STATE APPROVED MULLIONS • 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 01 PAINTED) i MASONRY z ASTM C90 GROUT FILLED CONCRETE BLOCK w • ASTM C90 HOLLOW CONCRETE BLOCK CONCRETE • Fc= 3,000 PSI MIN. _ANC_HOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCURE = 3/4" MIN. •• ••• • • • • • •• • • • [AL AN0140R OI•TIONSR;AN APPLY TO HEAD, SILL • • • • • "AND JtM13 A14CA0A LICK •• ••• • ••• • • so 0.0 sllmv 0 • • • • • IYIJI II I Jl� GV i V • •• •• • • • •• •• ••• • • • ••• • • FL g17597 1G1 '` DNAWING V0. �.� AD15 15 TYP. ANCHORS SEE ELEV. FOR 1/8" SPACING M U) / 0 2 BY Oni� 1 BY WOOD BUCK OR ° WOOD STRUCTURE, VENT WIDTH D.L.O. (VENT) 1� I 6 18�C'i11n/8"SHIM e T i MAX. I TYP. ANCHORS RAIN. SEE ELEV. FOR IEMBE SPACING W !/ r (D. CONCRETE OR w' MASONRY. i �5� rI9 j i 9 9) 1 " 3" WINDOW WIDTH EXTERIOR 4 BILL OF MATERIALS ITEM # QTY. PROFILE DESCRIPTION MATERIAL MANUFACTURER/REMARKS 1 2 E101 FRAME SILL PC WHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS. LLC. 2 2 E102 FRAME JAMB PCWHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 3 2 E103 FRAME HEAD, PCWHITE ALUM. 6063-T6 EMC WINDOWS AND DOORS. LLC. 4 2 E104 FRAME INTERLOCK, PCWHITE ALUM. 6063-1-6 EMC WINDOWS AND DOORS, LLC. 5 2 E1-5 VENT SILL. PCWHITE ALUM. 6063-16 EMC WINDOWS AND DOORS LLC. 6 2 E106 VENT JAMB, PCWHITE ALUM. 6063-76 EMC WINDOWS AND DOORS. LLC. 7 2 E107 VENT TOP, PCWHITE ALUM, 6063-T6 EMC WINDOWS AND DOORS, LLC. 8 2 E108 LOCK EXTRUSION, PCWHITE ALUM, 6063-T6 EMC WINDOWS AND DOORS. LLC. 9 8 GLAZING CHANNEL PC WHITE • 9LUW*606;T6 • : = ERISMNO" AND DOORS. LLC. E710 - 10 8 E121 ALUM INSULATED GLAZING CHANNEL • •LUA•60C*T6 • • • • • 41C WINDOWS :ND DOORS, LLC. 11 AS REDD. E127 ANCHOR CLIP 16 GA ALUl!!!:T6 / • • • A.IC WINDOA AND DOORS. LLC. ANCHOR CLIP 16 GA 12 AS REOD E128 ••LUMI606ST6 • •• F+1%*ND&ND DOORS, LLC. 13 AS REDD SEAL01.1 DOW 995 BACK SILICONE SILICONE DOW CORNING 14 AS REDD W0019 .125 X .25 GLAZNG TAPE, 2 SIDED TAPE FRANK LOWED - 15 AS REOD. V0021 E2C2 VINYL BULL' GLAZING STOP • • VINYL • • - •_• __ FENES4VT40N_ GLASS PRODUCTS 16 AS REDD. VD020 E708 VINYL BULB FRAME • FRAME AS'EMBLY SCREWS • • ANYL • —• •STEED • • • FENESTRRTION GLAS• PRODUCTS • SPH:HEET � SCREW 17 AS REOD #8 X 1 --- 18 -- -- AS REOD --- - --------- - 023 --- WOOL PILE FRAME • 4tOOL • • ULT•AFF! • a _ • _•. • _ _ - • 19 AS REDD. BL100 100 SERIES BALANCE METAL B51• SEE SEPARATE FLORIDA APPROVED MULLION WINDOW WIDTH 1/8" SHIM MAX. I r� METAL =� = STRUCTURE ri U > TYP. ANCHORS 61 Z N SEE ELEV. FOR o Z o SPACING �— u; W U w E W z 3,0 � 4 c Z Z ?c a W � n a >- ^� U ;w i u C¢ 3 m< t TYP. ANCHORS SEE ELEV. FOR g SPACING o J E 3 ` -Io O �S l��Z O P 2 m J j ZZ G > o O `A a WINDOW WIDTH April 1st, 2015 I� I tt w-ae- 1 4— ADL5-MI5 3.088" {I' N aoII o ;. 01 1L1L MI vj U0.062" Oi b.616 1.001 •• i4i iv O.i O ory 0 E103 3� FRAME HEAD E110 .9%GLAZING CHANNEL E103 C�) LOCK EXTRUSION 3.088" 1.654" O 1.198" ,., 1.844" O E102 ,. FRAMEJAMB E106 VENTJAMB 3.252" 2.435" ml i i iv r-: 0.062' o 0.062" Lq a N o- �. E101 ' ..� FRAME SILL E107 _/ VENT TOP 1.554" ins cq O � r� iO 0.062" 1.244" 0.062" u� O> 0.125" N N cR N : E105 '.. J VENT SILL E104 \� FRAME INTERLOCK A 1.720" 1.115" i(i D.062" m u M u c?,.17 m IJ o -I o o " h_1.175 �i� E127 - ANCHOR CLIP 112. E128 ANCHOR CLIP 10 E121 GLAZING CHANNEL FRAME TOP CORNER FRAME INTERLOCK TO JAMB VENT BOTTOM CORNER 17 go 0 • • • • • • • • • • FRAME BOTTOM CORN:R; • ; ; ; ; . • • .. • • • • • • • • • • • ••• • • • ••• • • U U (D7 — x� Nac'arc i U o � ` �N L 2 � Z< Z w Z F w O n Z O et 00 a w 00 OZ E i U $ O J E z uj Z O J ❑ o 2 Q = V N U) w W O o < o Z 2 ❑ Q � U W = `A' n w� a: 'N ''• w FL � v5q 'y�y,,,�,j'Q E Imo, G15TRAi10N 28677 � DRAYIIN4 VU. •` •�.` • AD15-15 5 OF 57. April 1st, 2015 Florida Building Code Online 9/4/18, 11:20 AM dul r &— �' i Jilin J lit BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge 1 Stats & Facts Publications N Contact Us I BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Prcduct or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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) FL21855-R1 Revision 2017 Approved Assura Windows & Doors 1543 N. Powerline Road Pompano Beach, FL 33069 (305) 887-2646 Ext 155 gberos@assurawindows.com Gerardo Beros gberos@assurawindows.com OOD ��` •''�G E N SF'•.� •• • V % No 82038 �: �-53 : STATE OF •. �' Exterior Doors Swinging Exterior Door Assemblies •••• • •• ••••• •••••• •••• ••••• • • • • • •••••• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `" Evaluation Report - Hardcopy Received Javad Ahmad PE-70592 National Accreditation and Management Institute 12/31/2019 Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received FL21855 R1 COI SS-Assura-French Doors -CI 2017.pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufj9QzTt6YQjHmPoNY9FDEkOAOjchxsxcyczV2eeR69g%3d%3d Page 1 of 3 Florida Building Code Online 9/4/18, 11:20 AM Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2017 Date Validated 12/17/2017 Date Pending FBC Approval 12/19/2017 Date Approved 02/13/2018 Summary of Products FL # Model, Number or Name Description 21855.1 Series "1800" Aluminum Outswing Large missile impact resistant aluminum outswing French door French Door w/wo Sidelite w/wo sidelite. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-65 Other: See attached drawing W15-58 for span vs load combinations and installation instructions. i Installation Instructions FL21 5_R1_II SS -Series 1800 Alum OS French Door-2017 DWG W15-58.pdf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL21855 R1 AE SS -Series 1800 Alum Outswing French Door (LMI)-PAE 2017.Qdf i Created by Independent Third Party: Yes 21855.2 Series "La Francais" Aluminum Non -impact resistant aluminum outswing French door w/wo Outswing French Door w/wo Sidelite sidelite. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-100.9 Other: See attached drawing W15-70 for span vs load combinations and installation instructions. 21855.3 Installation Instructions FL21855 91_II_SS-La Francais French Doer (ki)-2017 DWG W 15-70 pddf • • • Verified By: Javad Ahmad PE 4.70592 • : •. • • • Created by Independent Third Party: Yes; . • • I ' Evaluation Reports • • • • • • • • • • FL21 _R1_AE SS -La Frai%;%french Door1NI)-PAE • j 2017. q(Lf ' •• •• •••• •••••• Created by Independent Third Party: Yes* • I Series 230 Aluminum Outswing Door ( Non -impact resistant aluminum outswing door wilih sidelites ' w/ Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-69.7 Other: See attached drawing W15-33 for span vs load combinations and installation instructions. Installation Instruction 0000 , 33L. pdf ' • `• C •, • Verified By: Javad AhmadOPE # ?0592 ••: • • • • i Created by Independent Third Party: Yes�t; Evaluation Reports C,; t, t �- '. FL21855 91_AE SS-230 Outswing Door fNI)-PAE 2017.pdf Created by Independent Third Party�Yes 21855.4 I Series 230 Aluminum Outswing Door Large missile impact resistant;alumipsWyNtswing oQr with w/ Sidelites sidelites. a 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,` TC C ;h FL _RI_I1_SS-230!Qutswing_ oor (LMi t 7 DW W15-32.pdf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL21855_R1_AE SS-230 Outswin D r LMI)-PAE 2017.pdf Created by Independent Third Party: Yes 21855.5 Series 249 Aluminum Outswing Door Large missile impact resistant aluminum outswing door with https://floridabuilding.org/pr/pr-app_dtl.aspx?param=wGEVXQwtDqufj9QzTt6YQjHmPoNY9FDEkOAOjchxsxcyczV2eeR69g%3d%3d Page 2 of 3 Florida Building Code Online 9/4/18, 11:20 AM w/ 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. sidelites. Installation Instructions FL _91_II_SS-249 French Door (LM -2017 DWG W15- 30.pdf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL21855_R1_AE SS-249 French Door (LMI)-PAE 2017 pdf Created by Independent Third Party: Yes Beck Nex: Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Co right 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 850.487.1395.41iu•6•ant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with aniihmail address if the•have one. The emails provided may be used for official communication with the licensee. However email addresses are �Gblic =etojd. If you d&i�o�ish to sup y a••••• personal address, please provide the Department with an email address which can be made available to the public. To detirming if you are "er4see under Chapter 455, F.S., please click here . • 0- • • Product Approval Accepts: ": •' �� ' ""' o Ej [ j ...... :....: .... ... ..... Credit Card ...... .... ..:..' Safe . .... .... ...... . . . . ...... https://floridabu.1ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufj9QzTt6YQjHmPoNY9FDEkOAOjchxsxcyczV2eeR69g%3d%3d Page 3 of 3 41 7/8" AME WIDTH 15" MAX. HEAD/SILL SURFACE APPLIED FALSE MUNTINS BE USED HINGE OPTIONS AMAY n II II SEE SHEET 5 GLASS D.L.O. DIMS, D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 14.875" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20")/2 LOCK OPTIONS SEE SHEET 5 DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. 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. Ltnr wwln THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). TYPICAL ELEVATION 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE ( X ) DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. SINGLE LEAF DOOR 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 LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 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, ADEQUACY 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, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. w z 0 HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" O.C. An" 6" MAX. HEAD/SILL CORNERS FRAME WIDTH 3" F- TYR 15" MAX. HEAD/SILL I / E ----4r---- I II \LOCK OPTIONS I II II \SEE SHEET 5 _ 1/ I \ I 11 I II B INACTIVE �_ ACTIVE _ f � 3 o n 1 h z n ti 3 0. g Q J QF � N o. 0 S 0gp�1 I�t 06yn Vpdg CfoEm8 0600 .+ 0 0 �yy 0:2J gN � z N LL L JZM2Q a I v J m rn m N' O rn O 3 o M N y w 3 c 1 O a r a So c O O N C 3 1 0 � 3 2 m ^m rn O m Ozc a � 0 a ,.I E `• g rR Ln O - - 30" _ _ 29 7 \' II I� D.L. OPG. D.L. OPGPG. � z 0 a � 38 5/8 LEAF WIDTH 38 5/8" LEAF WIDTH DOOR OPTIONS •• ••• • • • • • •• • . • • • . • :0: • • TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR *-OC ONTRCODR TO.3E RE•'0N •BLE•F•R THE SELECTION PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON TIIIS DOCUMENT. 8- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF I ALTERE! BY AWOtGINS. • • C-SITE•oPEARC PRO.PCTS SHAR BE•PREqI`AREf BY A FLORIDA REGISTERED ENGIS ER OR ARcAP ECT WHICH WILL RCO& THPI ENGINEER OF RECORD (E.O.R.) O7OR.rHE4PRC4ECT AND•NHO OLL BE•RES•ONSIBLE FOR THE PROPER USE•OF •HE •.E.10 ENGINE•R 09 RB•ORIIII ACTING AS A DELEGATED ENGINEW TO THE•P.E.D. ENCINEaP SHALL &EMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. D- THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 fv FL #21855 Ug<m .70592 a ®�•, ST drawing no. (sheet 1 of 1� \llllltt Sealed:12/14/2017 ANCHORS AT MULLION U 31 HEAD/SILL ANCHORS AT 4", 7" do 10" FROM END OF A� o AT STILE ENDS FRAME AT DOOR AND SIDELITES _ FRAME WIDTH (6) AT 3` O.C. TYP. AT HEAD/SILL 'a 1 1/4" MAX 1 1/4` MAX Q H b 41 7/8" _ 80 MAX. 41 /8" W SIDELrrE FRAME WIDTH XX DOOR FRAME WID SIDELR FRAME WIDTH Q a s as 6" MAX. 3" 15" MAX.ACE p qqp L' o_ o HEAD/SILL TYP. HEAD/SILL FALSE MUNTINSED CL N CORNERS MAY BE USEDOD p p ui 'I Q -a W / I \ II II • _HINGE OPTIONS W SEE SHEE7i5LL Zp� R 00 J W O E k O- • � a I 0 _j 0 IZE 0 t- O �p \LOCK OPTIONS M x SEE SHEET 5 II II \ 23 LI / ll____ LL C, II II pp C ;O N I Z C O 'n E INACTIVE 1� ACTIVE _3p• 30" 29 30" \ z D.L. OPG. D.L. OPG. D.L. OPG. a p 38 5/8" 0 38 1/8" LEAF WIDTH 38 5/8" 38 1/8" LEAF WIDTH LEAF WIDTH LEAF WIDTH y TYPICAL ELEVATION ( OXXO ) N � C WIT (I lFM*EL:$1Y4JWE9 • • • � SIMALrrG ol-l lo" • • • • • PI® �Yry , _C � •• ,� �'• 1,1OENS it a Q o � � No. 70592, • • • • • • • • • • • • ��Q S drawing no. .`�'•. omoa..'Ca°���' W15-30 FL #21855 S®ONAL1,�:•�• sheet 2 of � g oealeu. l u wicu I 1 • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 46 5/16" 6" MAX. 3" EAD/SILL [-WF 15" MAX. )ORNERS HEAD/SILL IE 41 5/8" D.L. OPG. 46 3/8" HEAD/SILL ANCHORS -AT STILE ENDS (6) AT 3" O.C. _FRAME WIDTH _ _ 80" MAX. XX DOOR FRAME WIDTH HINGE OPTIONS \ SEE SHEET• 5 C} \II / 1 \ I II LOCK OPTIONS \ II I� II / SEE SHEET 5_ \ II (2.3)---L___1 I II \ I IA f� I 1 II INACTIVE ACTIVE - - -- D.L. OPG. D.L. OPG. 38 5/8" LEAF WIDTH 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH DIRECT SET SIDELITES SIDELITE OPTION II II II II I 11 11 it 11 II _____7Y____ II II n II n II II II II II II li ANCHORS AT MULLION AT 4"• 7" do 10" FROM END OF FRAME AT DOOR AND SIDELITES TYP. AT HEAD/SILL SURFACE APPLIED FALSE MUNTINS MAY BE USED �z ¢¢ < 0 V •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • •• • • • • • • • • • • • • • • • • • • • . . •. • • • . • • • . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FI. #21855 �a N Z n 3 p� �� J M Z F W t o a O p o O A.�W V �wn o.q cfp- fop oalloa8 O I°Aa�C Q W %' IL WE 0 O J aW�f� N J `1 0 in C) p M x II o O L r � G N �p Z p O E Z2 NN o v �op.q AQ f4f �%' o P•' VCENSF ••• S� i i 9 o No. 70502 - r ,�•, A OF �� drawing no. 'IA 15-30 sealea: T Z1 T 41ZU T I 41 7/8' 31' WINDOW WIDTH 28' D.L. OPG. (FIXED) 10 1/2" MAX. 5" MAX. HEAD HEAD/SILL CORNERS N m m � /�y /yIl/L•Jll�j�(. 20 7/8" MAX. ¢ s i SILL 26 5/8" b U D.L. OPG. (VENT) 28 7/8" 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 TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 c v SINGLE LEAF DOOR WITH SINGLE HUNG WDW INSERT • • • • • • • • • •� • • • • • • • 0 0 • • • • • • • • • • • • 000 • • S.H. WINDOW INSERT OPTION • ���•`J�I ��Q' ,�\ `� 'P'• VCENS � N o No.r0592 • • • • • • • • .- • • • • • . • • •• • • • • • • ;ST ,> wing no. l W15-30 1 FL #21855 . • . • • . . . . . .. .• . . . .. •. • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . D00� \ 2 2 3 / . • • • • • • • •_ . Soo 0 ACTNE ( X ) SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES 'A' OR 'Al' GLASS TYPES 'B' OR 'Bl' EXT.(+) INT.(-) EXL(+) INT.(-) 42 109 80.0 80.0 ,000,141.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT 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 SIAS 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) HINGES: _DOOR WIDTH INACTIVE ACTIVE DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF GLASS TYPES FRAME WIDTH FRAME HEIGHT A', 'Al', 'B' OR TV 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 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 SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. FRAME WIDTH W 2 ACTNE SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF GLASS TYPES 0 DOOR FRAME WIDTH FRAME HEIGHT 'A', 'A1', 'B' OR '131' INCHES INCHES EXi.(+) 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 to y�U z M� OZ y�q M W N CL N {•L7 a e M OOo�m 'x OG�'1� v ow" Oarc"M'8 paoo" 0°yy0yo 3 Oi Q w m QQF r NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION c w DECLARATORY STATEMENT DCA05-DEC-219 ° ° 4 a' 0 c m � n No.70592 _ o yg ���• S drawing no. FI. #21855 /i�®®��'@1��`�(sheet 5 of16 Sealed:12/1412017 STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF PANEL/DIRECT SET GLASS TYPES FRAME HEIGHT DOOR WIDTH SIDELITE WIDTH A • AL . 'B' OR 'BI' EXT. (+) INT. (-) INCHES INCHES INCHES 81 41 7/8 (X) 48 80.0 69.7 80 (xx) 85 41 7/6 (X) 48 80.0 69.7 80 (XX) 91 41 7/8 (X) 80 (XX) 48 80.0 69.7 97 41 7/8 (X) 42 80.0 79.6 BO (XX) 41 7/8 (X) 60 (XX) 42 80.0 79.6 103 109 7/8 4180 41 7/8 80.0 80.0 (XX)X) 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. ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • • • BASED ON ASTM E1300-09 (3 SEC. UST` o • • • • • • • • AND FLORIDA BUILDING COMMISSIO • • • : • • • .0. •• DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • • • • • • • • • 00. • • • • • • • • • • • • •• • • • • ••• • o •- ••• • • • • • •• DOOR W. SIDELITE W i T . I (X0) (Ox) SIDELITE W. DOOR W. T- DIRECT LITE WIDTH SET SIDEDOOR WIDTH u -._ - (x) OR (XX) w , JjLEAF WIDTH / -Ju — ACTIVE ( OXX ) 1-1/4" I ( XXO ) PANEL SIDELITE WIDTH DOOR WIDTH _.___—._-. _ _ __. _ (X) SIDE 2 ILI STATIONARY ( 0 ) ¢Inca mr w nnnR w clnFI ITF w Li fKH)R W FL #21855 ( OX0 ) m o n N0.10592 ® ST drawing no. .......10"'�c�°�� ` I W 15— 30 1 Sealed:12/14/2017 3/16" HEAT STREN'D GLASS 090" Interlayer Soflex Clear And Color Glass 1�By 'Eastman Chemical Co.' T3/16" HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 w i m S N I II b 7 I GLASS TYPE 'A' •• •• • • • •• •• • • • • • • • • • • • • • 3/16" HEAT STREN'D GLASS —1/4" AIR SPACE • • • • • • • • ♦ • • • • • •• • • \ �3/16" HEAT STREN'D GLASS • • • 0 0-3/06"0AEAt STRO'D G%4 • .090" Interlayer • • • • • 0.090" Ir loy�' fl Clear And ColorGlass • ex • • 91ntryGlas `•�S, 1 By 'Eastman Chemical Co.' By 'Kuraray Americo, Inc. 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS SILICONE • ♦ ♦ ♦ • • • •SIUCdNC -GE RGS7701 • ♦ ♦ ♦ • GE %GS7701 GE 1200 F• • • • • • • GE 71b0 =m I �I Ili 37 II n _ `,ALUMINUM lid p W SPACER w #8 SMS AT 4-1/2" FROM ENDS AND 10-1/2" O.C. 39 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' GLASS TYPE 'El' GLAZING OPTIONS GLASS TYPES GLASS TYPES 'A' OR 'B' (ABOVE) 'At' OR 'B1' (ABOVE) SILICONE SILICONE -GE RGS7701 CE RGS7701 Z GE 1200 GE 1200 .m m z z 35 I , I HEAT STREN'D GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuroray America, Inc.' r 1/8" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS .090" Interlayer SILICONE GE RGS7701 SentryGlas By 'Kuroroy America, Inc.' GE 1200 1/8" HEAT STREN'D GLASS a Z z m t7 z m SILICONE -GE RCS7701 I I II N GE 1200 l-y rc 8—sms NUM I � R II 6a II 1 SPACER II J ASMS AT 4-1/2" FROM ENDS AND 10 1/2" O.C. 39 AT 1/4 POINTS ALL SIZES GLASS TYPE TV GLASS TYPE 'F' (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) 0ji I IF AT 1POINTS ON IJTES 0 ¢ w w I N o 39 WIDERR THAN 39 AT 1/4 POINTS ALL SIZES p rn 0 0 c GLAZING DETAILS AT SIDELITE \tttlnnlrr77j� 7y� N®• AH 00 '- No.70592 _ _1 n $ ��® • OF •� g v drowing no. �` ,;��;'•.®oR�oP.• �.�` W15-30 FL #21855 Sealed:12/14/2017 0 Wj20 O 1/2" MIN. FLUSH BOLT PENETRATION TYPICAL ANCHORS ` SEE ELEVATIONS / FOR SPACING EDGE DIST. / ALTERNATE ANCHOR LOCATION IJ � II ' Fw 6 � a � W N 1 / I MIN. BOLT Oc ALTERNATE M. ... . . . ... . . . .. .. . . . .. . . . . . . . . . . . . �f 3 1BY WOOD BUCK (SEE NOTE SHEET 1) B<VIJEET CK O M I •EDGE 0URE•••••• DIST• (SE'CET • • • • • • Z 3. °j m • •` • • • • • • • • • • O O a F a W (y c077 U X •• •• •• (n • • • •• Q C �_ • • X • --• — 06a'� LL _ • • • • s N��Q Bj1CKS AND METAL STRUCTURE NOT BY ASSURA WINDOWS YJJV O w TYPICAL ANCHORS TYPICALCHORS • • • • • MUO• STs SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ¢ ¢ ^ $ SEE ELEVATIONS SEE ELEvAtAN5• • • • • • A1ND •TRANSIPER THEM TO THE BUILDING STRUCTURE. O a o FOR SPACING FOR SPACING 0 17 b K METAL 0: ¢ i 9N EDGE STRUCTURE Q ul 3 u. 6 DIST, TYPICAL ANCHORS: SEE ELEV. FOR SPACING y, W _ m 4 _of .. 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) J ZO 0 Q J _ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a w m i k' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) --� w a THRU 1BY BUCKS INTO CONC. OR BLOCKS v J m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) J T 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS O TYPICAL ANCHORS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 p o i --SEE ELEVATIONS a FOR SPACING 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) li LL z m y INTO F.B.C. APPROVED MULLIONS o ` L OR vOON INTO METAL STRUCTURES (HEAD/SILL/JAMBS) '= 0 d I (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 3 a 0 ALUMINUM: 1 /8" THK. MIN. (6063-T5 MIN.) Y O Z a STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) i 7r7 a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N N E .. �0 TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD A JAMBS SG = 0.55 MIN. ^ CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. o C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 8 = I I ALTERNATE IL. 3/6.� X 3/a.� i WEEPS v .. L a Q v e I v v ° 1/2" FROM v v a , TYPICAL ANCHORS ° v " v 0 ° TYPICAL AN v v a TYPICAL ANCHORS SILL ENDS EDGE DIST__- SEE ELEVATIONS w FOR SPACING Iry EDGE GIST. SEE ELEVATIONS FOR SPACING EDGE DIST. SEE ELEVATIONS FOR SPACING HIGH THRESHOLD APPR'D FOR WATER RESISTANCE STANDARD THRESHOLD APPR'D FOR WATER RESISTANCE LOW THRESHOLD NOT APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 58.0 PSF LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) OPERATING UNITS ll ```1�111illf/ �P'.••U�EN n ` I n N0.70592 drawing no. I W15-30 FL #21855 Sealed:12/14/2017 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 3/8' MAX. CC) O 3/SHIM —� SHIM 3 • 1BY • • • • • • • • METAL • • • • • • • • • 3 WOOD BUCK STRUCTURE • • $C VV: IrAF i i • • 16 • • . • . . • • • • • TYPICAL ANCHORS i6 SEE ELEV. ' FOR SPACING =zf - -----4 — Ma I L A TYPIACAL ANCHORS • • 21 SEE 16 EXTERIOR 5 FOR SPACING W _ _ D.L. OPG. LEAF WIDTH . DOOR FRAME WIDTH /_SEE LOCK OPTIONS SHEET 5 3/8" MAX. SHIM_ oc 3 TYPICAL ANCHORS IN -ACTIVE LEAF SEE ELEV. FOR SPACING 16 f- _ - N_ O .. 5 LEAF WIDTH HINGES u ALTERNATE 11� _J n ANCHOR LOCATION �1/ I h Z P a C h N J M n m 2e a 3B y e gNr r 00 `. !! U IL j Lu N ila 0 O'p�'-� O�poB 0��� O N N Q W p LL N ALT. FRAME JAMB IL i � f M Q w m f O U J J a 1� °o 3 pip i �0I+7 x 3=re I O � C O N 1 '� 3amio 0 " Ozc � 0 0 a M 0 W QNQ- 3/8" MAX. SHIM S OPERATING UNITS `" IIIInii," 1-2 vxc i � a No.70592 —_ ST dra�;ngjno.o FL #21855 ��������` ee Sealed: 12/14/2017 TYPICAL ANCHORS ALTERNATE AMON ALT, FRAME JAMB 3/8' MAX. /�� SHIM, t H 3 AL ANCHORS ' SEE ELEV. -OR SPACING w a 25 16 a - OR #10 X 3/4" PH SMS AT 6" FROM ENDS AND 24' O.C. MAX. . .. .. . . . .. .. . . . . . . . . . . PANEL SIDELITE INSTALLATION DETAIL • • • • • • L-W ; o I N • • • • • • •0 • • • • • • • 0� M � Z 964 • • • • • • • • • • F w Z m 6 O O ry O DCL O U •• ••• •• • • • •• �.00 • • •• •• • • • ••• V'o •• •• ..• . • 0 cy&'o, 04 8 • • . .• o n #10 X 1" PH SMS AT 4" FROM ENDS— AND 16" O.C. MAX. r.7 EXTERIOR © i ALTERNATE 2 N X 3/8' v i WEEPS v 1 /2' FROM b0 ° SILL ENDS v TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS k-- -- FOR SPACING PANEL SIDELITE UNIT (STD. THRESHOLD) SIDELITE WIDTH • ° •EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT (HIGH THRESHOLD) O15 3� a wmf � U � J J 16 to L - O � O 0 , 0 _ - � M K LL I O O�=e 21 O N C 00 N I 5 Sam m 0 LEAF WIDTH Oo Z o __ a SILICONE f3 rn E - BUTT HINGES d DOOR FRAME WIDTH = - PANEL SIDELITE UNITS o} o I n N0. 705w drawing no. ,� 1oP.•��9W 15 — 30 FL #21855sheet 10 of 16 Sealed:12/14/2017 TYPICAL ANCHORS FOR 5PACING DIRECT SET SIDELITE UNITS . . ••• • . ... .. .. . .. . .. .. . . . . . . . . . . . • • w w DIRECT • SET SIDELITE INSTALLATION DETAILS • • • • • • • • • • • • • • • • •• • • • • • • • • • • . . . . . . . . . . YPICAL ANCHO SEE EU FOR SPACII .. . . . .. ... .. • ••• • • • • •• • •• • • • • • ••• •• 3/8" MAX. AND 16 O'C.' AX. DIRECT SET SIDELITE UNITS 'i �� �P'• �IGENSF '•;® m ° o g ro "' � No.70592 A7 drawing no. �W15-30 �C}�•. ;��� •., oR+oP.•����,' FL #21855 '�!�®/1 �� sheet 11_ot 16 Sealed:12/14/2017 ... . . . ... . . % .. .. .. . . . . . . . . . . 4.000 _-� .n2 -.0s0 1 .7� 2.375 .09 -1.750- ' I--d .625 p 062 ��I .50� 4.000 1 osz • • 1 • • • • • • • • • • • • 1.750 : • : . 2.975 • • • • • • • • • • U Z Q �n 3 y� aL 332 .__ • � • • •• • ��zm Q 6 5 �00�0 a 1 O 1.843 -- 1.843 Q ry d ry n U FRAME HEAD OTM-099 8.250 • 090 PANEL GLAZING BEAD� 37 TM-155A .145 •• ••• •• SIDELITE '��'�•+u,,/SIII11• • • .0. O9 GW Q769 T• . • • • • -♦l 3.465- • • • • • • �i• • • • .713 1.465 I - Q N r ci p a C C Q a O Q y� Cj R " g d �aypp i� - 2.375 2 125 • • • • • 8� • • • • • • .062 .125 0..57 9 0.572 O ,715 t-.050 _L " CEN ER H888 �-- 4.000 1.799 BOTTOM RAIL 1.988 79 O DOOR TM-29236 1.262 - -2.125 r 125 � L L 0.248 0.572 GW 37889-A DUILI2 HINGL SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) - O PIVOT HINGE - y T.: " 0 0 1.500 �I �.250 -� 4.000 2.062- 125 I--,.500 --i Ijj .125 `I�j�JII 575 -�- Imo- 1.750 -�i 3 O DOOR JAMB/SIDELITE FRAME BA5499 HINGE PIN- os2 STD. SILL ADAPTER 28 BA5796 .500 1.000 �- -t 66 -8 j 1 376 MID RAIL CORNER CHANNEL 3 - g O 0 v 0 v o r1 x "��� 4 .062-625 1^-t.750 y -.093 -8 JI I_ - .625 "d I 1.750 3.68t LOW THRESHOLD 8970KO N 3 � -0 y N 3 d m m .655 .osz _ 1.030 I•-1.658-^I f� .062 4.090--�-I .250] 03.875 .635 1275 O Z o ,� E E 4.000 .093 HINGE CAP #10 x 1/2" 1.829--f 1.865 N_ (ov1 F.H. SMS HIGH SILL ADAPTER 29 TM_193 38� DOOR HINGE STILE O TM-32995 --.d. - o .125 -- INSUL GLASS PANEL ADAPTER TM-194 2157 _ y � - 4.659 093 p 2.040 1.750 .562 __ 0 DOOR TOP/BOTTOM RAIL 6 O TM-32994 II 2.000 _ -d. JQi ' oo I I o i" 3.500 0 1 I 7.699 o II g O o g e I� L _ 1.595 .62 5 .062 4.000 4.530 ,187 c o y "1 .930 .55}� __m d 1.57a I' `'� 1I I I 2.000 o� o/2� FRAME SILL (STD.) 'H' MULLION 15 TM- 121A SILL COVER 30 1M-180 - - -r I � .075 .625 - 4,000 2.126 L \`J BA5797 2.625-• 375 �ACTIVE LEAF LOCK STILEI\'JTM-172 - LJ BUTT HINGE r c Hc- �WEATHERSPDAPTER GW-31826 ``JJI� 4.000 1.a8 L .999��®•e�H;,ypta�,,7i�� ��. r.-_- .186 062 �¢','''ilCEN$F'•;K� �� i NSo70522.04 4.659 qqq 093-062 .075 1.750 : 1 1 3.790Eu C I� - m m = o050 -y 1287 _300 F 15 4 12 ..�-..05 715 b `u 1.799 . 4.00 2.011 �1 -.779 � _1.750 3B % pp•.• drg SIDELITE GLAZING BEAD (LAM. GLASS INACTIVE LEAF LOCK STILE 4A REINFORCING BAR 31 ALT. DOOR JAMB/SIDELITE FRAME ALT. FRAME COVER �PdAL ��� FL #21855 \lllllll sheet 12 oT 16 TM-157 TM-36048 TM-182 BA BA l\\\ Sealed: 12/1412017 • • • • • • • • • • • ••• • • • • •• ITEM 9 PART y QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 2 TM-099 BA5797 1 1 FRAME HEAD -- — 6063-T6 - FRAME SILL (STD.) 6063-76 - 8970KS 1 LOW THRESHOLD 6063-T6 3 • • BA5499 2 FRAME JAMB 6063-T6 -------- — 3A • BA AS REGO. ALT. DOOR JAMB/SIDELITE FRAME 6063-T6 - •3B• BA AS REGO. ALT. FRAME COVER 6063-T6 6063-T6 - - 4 TM-172 1 ACTIVE LEAF LOCK STILE 4A TM-36048 1 INACTIVE LEAF LOCK STILE 6063-T6 - _5 TM-32995 1 PANEL HINGE STILE 6063-T6 - •6 TM-32994 1 PANEL TOP/BOTTOM RAIL 6063-T6 6063-T6 END OF DOOR STILES (TOP/BOTTOM) • GW 31826 4 _ WEATHERSTRIP ADAPTER 8 • FD 107 3/ LEAF BUTT HINGE 6063-T6 SULLIVAN & ASSOC. SBA - 3/ LEAF PIVOT HINGE 6063-T6 6G83-76 LOIRA - 9 111311769 AS REDD. SIDELITE HEAD/SILL _ DOOR LOCK INSERT 10 GW 32222 2 6063-T6 LOCK STILE 11 GW-34805 2/ LEAF PRESSURE PLATE -TIE ROD ALUMINUM ALUMINUM 6063-T6 4" LONG SULLNAN & ASSOC. - 12 FB 1202 2/LEAF FLUSH BOLT ASSEMBLY________,, 15 TM-121A AS READ. 'H' MULUON 16 32001 AS REO'D. FOAM FILLED BULB W'STRIPPING MULTI FLAP FOAM FILLED BULB W'STRIPPING - .187 X .250 T-SLOT 16A 32084 AS REO'D. - - 16B 32011 AS REO'D. FOAM FILLED BULB W'STRIPPING FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/BOTTOM) - 187 X .350 T-SLOT 17 FBGF 2/LEAF 6063-T6 M & M PLASTICS _ - 19 20 TM-29236 - 1 AS REGO. PANEL BOTTOM RAIL_ _ p10 x 1/2" F.H. UNDERCUT SMS. 6063-T6 STEEL AT FLUSH BOLTS 21 - 2/LEAF 1/2.0 THREADED ROD, WASHER & NUT STEEL TOP/BOTTOM END RAILS 22 - DEAD BOLT LOCKING HANDLE MULTI POINT LOCK - - KWIK-SET 23 25 - - 1 36 ACTIVE LEAF, 41" FROM BOTTOM DUST PLUG (OPTIONAL) Q70 x 1" P.H. SMS. (ASSY. SCREW) PLASTIC DOOR JAMB INSTALL. SCREW HOLES 26 - AS REDD. STEEL 6063-T5 DOOR -FRAME MEMBERS/MULL CLIPS 20 BA5798 AS REDD. STD. SILL ADAPTER HIGH SILL ADAPTER (USED WITH STD. SILL) 29 BA AS REOD. 6063-T5 30 31 TM-180 TM-182 - 1 SILL COVER 6063-T6 - LOCK STILE REINFORCEMENT 6063-T6 6063-T6 - SIDE LITE GLAZING PERIMETER 35 35A TM-157 4 4 _ _ SIDELITE GLAZING BEAD (LAM. GLASS) SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 SIDE LITE GLAZING PERIMETER 37 38 TM- 155A OPTIONAL PANEL GLAZING BEAD 6063-T6 6063-TS - - TM-194 - INSUL. GLASS PANEL ADAPTER 39 AS REDD. SETTING BLOCKS (1/8' X 3/4" X 4" LONG) EPDM DUROMETER 8035 SHORE A DOOR COMPONENTS \\ NO.70592 �%® S F FL #21855 Sealed:12/14/2017 drowing no. W15-30 11 ... . . . ... . . • • • • • • • • • • TYPICAL ANCHORS 3i EDGE DIST. SEE ELEVATIONS FOR SPACING IM ALTERNATE _ • • • _--- - '� -ANCHOR LOCATION • • • • •a • • • •• • •• • Z ro 3 ° ° ' it • • • • • • • • • • • ~~ vefi i I •• • • • • • • • • O Z °� �j J • • • • • 004 000 f m i • I •• ••• • ••• Q a e a � M O a ry N Al16 7 v=i • • • • • • • • O Gyn 1 • •• • • • • • ••a • ti W.� 16 • • • • • • • • • gaoa 8 •• ••• • • • • • •• p 6 #10 X 1-1/2- FH SMS O .6 ril SEE ELEVATIONS FOR SPACING Q W N LL �?of M O 9. '— li J J y J a_ O O 0 3 p,o i Q M .-. 14 3 _ O�� e 17. o C w B1 3a° 4. 0 W 3 OZ o 0 I i 7 rM a v V E ' 3 I a III aN O F I O I of ww I Z w 6.1 I 8. O 3 _ i OR 19 S W S W 29 SINGLE (X) OPERATING UNITS W/ S.H. WDW. C�� 16 110 X 1-1/2" FH SMS i ��� �. AN;�p,�g,�,��, - SEE ELEVATIONS D1 2 y��'�CEN,gF "'•Y3 �i T FOR SPACING No. 70592 �•• drawing no. TYPICAL ANCHORS ��E� !pF•'• 0 �\ sS� ` W 15-30 vEDGE DIST. _ SEE ELEVATIONS /aS®®NAL�n� FOR ELEV� HI —THRESHOLD OPTION FL ///11111t1�1� sheet 14 of 16 Sealea:TZ/14/zui t . . ... . • • ... .. .. . . . .. .. . . . . . . . . . . . 3/8" MAX. SHIM • • • • • • • #10 X 1-1/r Fj SR:0 • • • • • • • • E 1 -SEE ELEVATI017S • • • FOR SPACING, • • • • • •• • • • • • • • • • rF.JT WITH • • • • • Fes---• 3 2BY ODD BUCK OR WOOD S UCTUR _ _ _ D.L OPG. _ 16 O' • • • • • • • • • • 7,7 • 11. •• � • • • • 14.1 .a 9 16 EXTERIOR TYPICAL ANCHORS SEE ELEV. — D.L OPG. (FIXED) FOR SPACING S.H. WINDOW -WIDTH - LEAF WIDTH DOOR FRAME WIDTH LSEE LOCK OPTIONS SHEET 5 STRU TYPICAL AN SEE FOR S SINGLE (X) OPERATING UNITS W/ S.H. WDIV. 3/8" MAX. ..--e-- SHIM • TYPICAL ANCHORS -SEE ELEV. FOR SPACING 0 w _ HINGE OPTIONS SHEET 5 NCK ICAL ANCHORS ELEV. SPACING Flo. 70592 , ��®.�•, T •�s� drawing no. no. W15-30 FL P 1855 �''�;�,®®�94�L. � •. �5— _ — \7I I 111111 sheet 15 of 16 Sealed:12/14/2017 ... . . . •.. . . . .. .. . . . .. .. 1.937 8817 062 .625 b-1.875 -d FRAME HEAD 750 1.000 .050 1.749 937 FIXED MEETING RAIL 750 T- -E-' 1.125 6 1.562 750 STD. VENT TOP RAIL .787 882 — .062 674 .617 SASH LATCH VENT BOTTOM RAIL 746rT (j �.130 .836 IL v� FIXED RAIL REINF E 2.541 L I -f.140 I -1.563 ---I DOOR STILE REINF. s 4455......m.658 7530— -�{I^-.062 7�.0��L SASH SIDE RAIL .969 877 1.875 — L La- I3 .0551 h 1.469 FRAME JAMB 2.050 --•- 2.826 062 .662 II �1.937 FRAME SILL ITEM / PART g REQD. DESCRIPTION MATERIAL MANY./SUPPLER/REMARKS 1.1 GW-31798 1 FRAME HEAD 6063-T6 - 2.1 •TM-s117 • 2 _At. _ • • 6063-T6 - 3.1 * � • *me SILL • •._._—0 0 6063-T6 - 4.1 •W-36123 1 • FV(EO kTTJ, RAIL 6063-T6 - 5.1 A -11 T4 1 STD. *Mt TOP RAIL • VENT BOTTOM RAIL 6063-T6 - 6.1 TM-112 i 6063-T6- - 7.1 GW-31802 2 VENT JAMB 6063-T6 - 8.1 TM111% •jjNT 9PRING•LOAD0111 EfiESS •OCK • 6' FROM ENDS 6063-T6 - BA1 -• *'WNT• j1TCj U�K `•FROM DS CAST - 9.1 AS Q C OF�ANdLE • ALUMINUM - 10.1 _• • 009 • ENT BWP (811/•' L75*4 PLASTIC - 11.1 - 2 4 SPIRAL BALANCE VENT GUIDE - — --_ - PLASTIC CALDWELL 12.1 - 13.1 WV-3045 AS REOD. BULB WEATHERSTRIP FIN SEAL WEATHERSTRIP VINYL WOOL - - 14.1 W43201 AS REOD. 15.1 W43371 AS REOD. FlN SEAL WEATHERSTRIP WOOL - 16.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS #10 r 1" P.H. SMS 17.1 - 18.1 - - I" .062 T d J 375 .250J P GLASS STOP ANGLE FRAME T( - FIXED RAIL REINFORCING ALUMINUM d J - DOOR STILE REINFORCING ALUMINUM S.H. WINDOW COMPONENTS N o 3 0 0,0 / v x ��M 5. LIE c O � L o rn c � Oz v E� S Qua° y VENT TOP CORNER I lr i 16. VENT BOOM CORNECORNER FL #21855 A049�g'r'/ , ��•'UCENSF'•., : 'I o i 7 uo ' n No.70592 = B • i-i - - ,t aT E drawing no. .....1v---�a`��� W15-30 Sealed:12/14/2017