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WS-09-20-2066, 149 NW 100th StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 149 NW 100TH ST, Miami Shores, FL 33150 1131010230300 Contacts Denise Wilson Owner BLUE CONSTRUCTION GROUP Contractor 149 NW 100 ST MANUEL FORTUNA 13454 SW 91 TER, MIAMI, 33186 DEBBIE@BLUECONSTRUCTIONGROUP. COM Description: REPLACEMENT OF WINDOWS & DOORS FOR Valuation: $ 8,000.00 im Inspection Requests: IMPACT WINDOWS & DOOR§ Total Sq Feet: 0.00 it Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.60 Technology Fee $2.50 Windows/Shutters Fee $50.00 Total: $112.90 Payments Date Paid Amt Paid Total Fees $112.90 Check # 10078 09/15/2020 $50.00 Check # 10079 09/29/2020 $62.90 Amount Due: $0.00 Building Department Copy 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 co y§truction and zoning. Futhermore, I authorize the above named contractor to do the work stated. 4 Authorized / Applicant / Contractor / Agent Date September 29, 2020 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village gECEIVED Building Department SEP 15 zuzu 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 By; Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No. \,NS-Qq-- 20-2_0(oU (BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL MPUBLICWORKS Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I q Q " W koo" cS� (LQ.QT City: Miami Shores County: Miami Dade Zip: 3 3 I S 0 Folio/Parcel#: //` 310/ - 0,�'3 -03 00 Is the Building Historically Designated: Yes - NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �lJ z = (,v / r s ow Phone#: Address: - 149 NW 1 QVY'4 s l rUCT City: ISA A A nr Tenant/Lessee Name: Email: "7W4 k7 State: F_ L- zip: 3 3 1 S—D CONTRACTOR: Company Name: /v%UG LOI�ISGT� an L9i2Oy� LLC Phone#: Address: 3 ^(f . 0 i/fT /•.. City: —>-;I//gm i State: J=G Zip: _7.71 eG Qualifier Name: State Uc1 �,✓► Phone#: State Certification or Registration #: CdC. / Z/r .70 7 3 Certificate of Competency#: DESIGNER: Architect/Engineer: Phone#: Address: City: State Value of Work for this Permit: $ �� v 019 - 00 Square/Linear Footage of Work: _ Type of Work: ❑ AAtion ❑ Description of Work: � T Specify color of color thru tile: Submittal Fee S Scanning Fee $ Technology Fee $ Structural Reviews $ ❑ New ® Repair/Replace No . _ \ %� WTI Permit Fee $ Radon Fee $ _ Training/Education Fee $ Zip: ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2 ' O _ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ` _ 4 Signature Signature OWNER or AGENT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of �P,71e w 4- , 20 -W by day of �b y 20 �, by o is ersonally known to �2�i7(/ 7F7/� �'V/� o is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Jt— Sign: Sign: Print: — /Z�(C� y n Print: vo" %� A .{..o:';'. NORAMARIARODRIGUEZ•PEREIRA Seal: ¢''•., a°. �. Notary Public - State of Florida • Seal: p"- NORAMARIARODRIGUEZ-PEREd Notary Public - State of IRA Florida Commission # GG t 63C99 r< My Comm. Expires Nov 26. 2C23 Commission # GG t 63C99 :J, e = M Comm. Ex re Nov 26. 2023 Y 3c�ded -h" Na�am Nola Assn, Bonded thro4h Nsions No-eryAssn, L� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Notice to Owner — Workers' Com Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 sation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this / `/ day of �G -10w, 64-- , 20 ?-e) 0 Notary SEAL who is personally known to m) or has produced as identification. . �tg t4&- Notary Public - State of Florida Commission # GG 163099 c5c, ;?c :l+rojgh Na"I NotaryAssr 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). Acknowled ement: bcvts'E� W t-LSy X) Qualifier/Owner Signature Date Print Name Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 7284180 RECEIPT NO. RENEWAL BUSINESS NAMEMOCATION 7572470 BLUE CONSTRUCTION GROUP LLC 13454 SW 91 ST TER MIAMI, FL 33186 W EXPIRES SEPTEMBER 30, 2021 Must be displayed at place of business Pursuant to County Code Chapter BA - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS BLUE CONSTRUCTION GROUP LLC 196 SUB -GENERAL BLDG C/O MANUEL FORTUNA PRES CONTRACTOR Worker(s) CBC1263073 PAYMENT RECEIVED BY TAX COLLECTOR 75.00 07/14/2020 ECHECK-20-229992 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which applyto the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec ga-216. MIAMI For more information, visit www.miamidadegovRaxcollector Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. ✓/ COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. V COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. .............................................................. a 0 0 0 5 w 0 w N 9 R 0 0 a 0 M 0 0 0 a a 0 E 0 0 R a a 0■ BUSINESS NAME: /3��/G ins �rvG�i �n �✓ZOUd ctc BUSINESS ADDRESS: V 8w glr' (Ae CITY-)? r STATE F& ZIP 33rt6 BUSINESS PHONE: (3 Ds- 17 D-1 FAX NUMBER ( ) CELL PHONE ( 4 fK3 -�-3,kr QUALIFIER'S NAME.�140 (14 -TW4Vn a. QUALIFIER'S LIC NUMBER: o is r, i a � .3 o 13 Ron DeSantis, Governor Halsey Beshears, Secretary Florida • STATE OF FLORIDA °pr VM DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTIO I OUC L ENSING BOARD THE BUILDING CO `T;-'OR;�;EhI1EERT; ED UNDER THE PROVISIO 5 = TER�9 FLORIDS��T TUTES I [,G.n�=�1ijJ may• h�F.+ w* !t• fvpbr') _ `.a,�! ♦ '��.i rtdi 1 I!1 !}w!r �;��iP`1��, t �C_� ,T�i1li'1 �� • � f LUG LI°r t S%TRU;C T10N,GR00 'TER �ADW4 �=51�1/�, '� f, FL:l, J3186: _ tif 1 r� IF-L 1 c gk'E`il�-�IVIB�B�f6�3(}73 EXPIRATION DATE: AUGUST 31, 2022 Always verify licenses online at MyRoddal-icense.corn a, o Do not alter this document in any form. r oThis is, your license. It is unlawful for anyone other than the licensee to use this document. ■ WME JIMMY PATRC NIS CHIEF FINANI 'AL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifier. that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 7/30/2019 PERSON: AANUEL FORTUNA FEIN: 324135355 BUSINESS 4AME AND ADDRESS: BLUE CON:>TRUCTION GROUP LLC 13454 SW < 1 ST TER MIAMI, FL :3186 SCOPE OF BUSINESS OR TRADE: EXPIRATION DATE: 7/29/2021 EMAIL: MANNY@BLUECONSTRUCTIONGROUP.COM Door and Winder v Installation Concrete or Cement Work - Ceramic Tile, Indoor Stone, Contractor -Project Manager, All Types -- R. tsidential and Floors, Driveways, Yards, or Marble, or Mosaic Work Construction Executive, Commercial Sidewalks and Drivers Construction Manager or Construction Superintendent IMPORTANT: Pursr ant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12). F.S., Certificates of election to be exempt... apply only within the stop s of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13). F.S., Notices of election to be exempt and certifk- tes of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on It a notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any Err a for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 E01025541 QUESTIONS? (860) 413-1609 c w��e .13' 77M Date: 09-24-2020. State of Florida County of Miami Dade Before me this day personally appeared Manuel Fortuna who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 149 NW 10e Street Miami Shores, Florida 33150 Sworn to (or affirmed) and subscribed before me this 24 of September 2020 by Manuel Fortuna. Personally Know, Or Produced Identification Type de Identification Produced Print, Type or Stamp Name of Notary cl--*, E NORAMARIARODRIGUEZ-PEREIRA Notary PublicState of FloridaCommissior # GG 163099Nty Comm. Expires Nov 26. 2021 Bonded through Na9ona' NotaryAasn. HR 14X FAMILY ROOM HR 74 X 63 HR 104 X 63 LAUNDRY ROOM LIVING ROOM FLOOR PLAN PROJECT NAME: Denise Wilson 149 NW 100th Street Miami Shores, FI 33150 HR KITCHEN -o ROOM # 1 l zi "LcI;T4Z•Iu1 FRENCH DOOR 361/2 X 78 HR MAIN DOOR 59 X 63 fS-0q-20- 2�(pc9 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT r2d SUBJECT TO COMPLIANCE WITH ALL FEDERAL. STATE AND COUNTY RULFS AND RFGUI AI PM Ii BATHROOM N W x = t0 N M 0: X 1(( A!•• • _ ^. : ••• 37X5•0 . " .. , HR • • ••• .• .. • BATHROOM • • • " ROOM # i' ROOM # 3 HR 56 X 52 BROWARD, PALM BEACH WIND VELOCITY = 170 mph BROWARD, PALM BEACH (COAST) WIND VELOCITY= 170 mph EXPOSURE CATEGORY"D" Mean Roof Height Design Press All TributaryAreas Zone 4 zone S 15 ft 45.9 -49,7 45.9 -61.4 16 ft 46.3 -50.2 46.3 -62.0 18 ft 47.2 -S1.'< 47.2 -63.2 20 ft 48.1 -S2.2 48.1 -64.4 22 ft 48.8 -52.9 48.8 -65.3 24 ft 49.5 -S 3.7 49. S -66.3 26 ft 50.2 -S4.5 S0.2 -67.2 2S ft SC.9 -SS.3 50.9 -68.2 30 ft 51.6 -56.0 51.6 -69.2 35 ft 53.0 -57.5 53.0 -70.9 40 ft 54.3 -S8.9 54.3 -72.7 451, 55.4 -60.1 SSA -74.2 SO ft S6.S -61.3 56.5 -75.7 SS ft S7.4 -623 57.4 -76.9 60 ft S8.3 -63.3 S8.3 -781 70C ft 59.7 -64.7 S9.7 -100.1 8a ft 61.4 -66.6 61.4 -103.1 9O ft 62.3 -67.6 62.3 -104.6 10D ft SS.6 -S8.3 SS.6 -106.8 11O ft 56.4 -S93 56.4 -108.7 120 ft 57.3 -60.3 57.3 -110.6 130 ft 57.9 -61.1 57.9 -112.1 140 ft 58.6 -61.9 59.6 -113.6 ISO ft 59.1 -62.G I 591 -114.7 160 ft 59.6 -63.2 59.6 -11S.8 170 IT 60.1 -63.8 60.1 -116.9 180 ft 60.7 -64.4 60.7 -118.0 190 ft 61.2 -65.0 61.2 -119.2 200 ft 61.7 -65.6 61.7 -1203 0 ft 62.6 -66.7 62.6 -122A 0 ft 63.6 -67.9 636 1245 O f1 [300ft 64.4 0 ft 65.1 �-70.5n 65.7 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE OfTENTED TO DEPICT THE -WORST CASE' PRESSURES. -WORST CASE- IS DEFINED AS THE CRITICAL CONDttION OF ANY UWNOW VARIABLE AS DESCRIBED BELOW. USE OF CRIT4.,AL CONDITIONS REQUIRED FOR USE WITH THESE TABLES, 2. FOR SITUATIONS THAT REWIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE, 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN W MEAN ROOF HFJGHT- 4. TABLES VALID FOR ALL ROOF SLOPES, REDUCTION FOR ROOF SLOPE LESS THAN If SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDS MEAN ( AVERAGE) ROOF HEIGHT. IF THE. MEAN ROOF HEIGHT CANNOT BE IDENTIFIED. USE PE" ROOF HEIGHT. IL ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION ( HE)GHT' WIDTH) OR THE SPAN LENGTH (HEIGHT, MULTIPLIED 8Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH ( HEIGHT V,) . USE THE AREA BETWEEN STRUCTURAL AREA OF AN OPENING CANNOTIDENWIED, THE MOST CRITICAL (10 SOUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTAR�ARFAS THAN PUBLISHED USE THE LARGEST PUBLISHED VALUE. Lo- IDENTIFY THE ZF THE OPENING AS 114TEWJR (ZONEQ OREXTERIDR (ZONE5) PER THE FIGURE OR INATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE CRITICAL (EYTERIORI ZONE, READ OFF POSAND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL IwI+Ic1PALITvw ACCORowNCE WITH CODE. MIAMI-DADE (COAST) WIND VELOCITY = 17S mph MIAMI-DADE WIND VELOCITY= 175mph EXPOSURE CATEGORY "C" GENERAL NOTES: I. THESE CFPWrfttE NOT VALIDAS A rm spECIFIC DRAWING, THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY YIPING WANG, P.E. Z. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WINO VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDEP, NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3, THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST ( WIND VELOCITY) FOR A RISK CATEGORY II ( GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCT" FOR A RISK CATEGORY III SEPARATE TABLE WITH 186 MPH WILL BE USED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kit -1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi . *1-0.10) .ENCLOSED BUILDING ONLY. VERIFY USE OF Kd - 0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT, HVHZ - HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. S. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM OROMNCES. S. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE IMF STRUCTURE. 7, EXCEPT AS EXPRESSLY PROVIDED HEREIN, NOADDITIONALCERTIFICATIONS. OR AFFIRMATIONS ARE INTENDED, FLORIDA KEYS (COAST) WIND VELOCITY = ISO mph EXPOSURE CATEGORY"D" Mean Roof Height Design ressures All Tri u ary Areas Zone 4 Zone S 15 ft 51.4 -SS.8 51.4 -68.8 16ft 51.9 -56.3 51.9 -69.S 18 ft 52.9 -57.4 52.9 -70.8 20 ft S3.9 -S8.S 53.9 -72.2 22 ft 54.7 -59.3 54.7 -73.3 24 ft SS.S .60.2 SS.S -74.3 26 ft 56.3 -61.1 56.3 -75.4 28 ft 57.1 -61.9 57.1 -76:S 30ft 57.9 -62.8 57.9 -77.5 35 ft S9:4 -64.4 59.4 -79.5 40 ft 60.9 -66.1 60.9 -81.S 45 ft 62.1 -67.4 62.1 -83.2 SO ft 614 -68.8 63.4 44.9 SS ft 64.4 -69.8 64.4 -86.2 60 ft 65.4 -70.9 6S.4 -87-6 70 ft 66.9 -72.6 66.9 -112.2 80 ft 68.9 -74.7 68.9 -115.6 90 ft 69.9 -75.8 69.9 -117.3 100 ft 623 -6S.3 62.3 -119.8 110 ft 63.2 -665 63.2 -121.9 120 ft 64.2 -1 4,C 130 ft 64.9 64.9 -129.8 140 ft 6S.7 .7 -Si7.3 ISO ft 66.3 .3 -1 $ 160 ft 66.9 6.9 -129.8 170 ft 67.4 67.4 -1 1.1 180 ft 68.0 Fi8.0 -JIV..) 190 ft 68.668.6 f67464.2 -1 3.6 200 ft 69.1 .1 ' -1 .8 220 ft 70.2 ' 701 -137.2 240 ft 71.3 M.3 -139.S 260 ft 72.2 A2.2 -3A1e5280 ft 72.9 •72.9300 ft 73.7 7 -144A •-a ROOF • • • IL 4T MEAN ROOF P ® •�~ V T WALL ZONE FIGURESO6gE9R1C - V � � - a • 10% OF LEAST HORIZONTAL DIMENBIDN t{R` 4Q%ti ` OF MEAN ROOF HEIGHT,WHICHEVER IS ikM. LkFTt BUT NOT LESS THAN 4% OF LEAST HORILOK;TAX C' DIMENSION OR 3FT. USE ZONES IF ALL IN QUESTION, CONSULT-44 ENGINEER FOR A MORE SPECIFIC INTERPRE (AT1ON, ti IF REQUIRED. v O ot� w Y� L., • J • g • coV • g�a •z •4Z• C9 � O Q V °'A..�. ,ICING WA\G. P. PE 055983 28677 ► Florida Building Code Online 9/4/18, 11:20 AM IF ProfessionalRegulation BCIS Home Log In User Registration ! Hot Topics Submit Surcharge Stats & Facts Publications Contact Us ; BCIS Site Map Links j Search FI lida Product Approval .,a: USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature • • • : • • rchnicA eprecentative • • • • • • • • Addres*PhoneAEmail • •"•' "Quality �1§9LWArft a Representative • •; • • • •' ' AddressJ910 /Email •••••• Category •••••• ••••Subcatem•N••• • • • •.. ... • 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) Revision 2017 Approved Assura Windows & Doors 1543 N. Poweriine Road Pompano Beach, FL 33069 (305) 887-2646 Ext 155 gberos@assurawindows.com Gerardo Beros gberos@assurawindows.com Exte=Ext.riorDo.r Swinblies 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://fioridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqufj9QzTt6YQjHmPoNYgFDEkOAOjchxsxcyczV2eeR69g%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 Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/15/2017 12/17/2017 12/19/2017 02/13/2018 FL * Model, Number or Name 21855.1 Series "1800" Aluminum Outswing French Door 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. Description Large missile impact resistant aluminum outswing French door w/wo sidelite. Installation Instructions FL21855_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 (LMI)-PAE 2017.p ld Third Party: Yes 218551 . • • • Series "La Francais" Aluminum Non -impact resistant aluminum outswing French door w/wo • • Outswing French Door w/wo Sidelite sidelite. Limitswf41Jse• Installation Instructions Approve leo; use in HVHZ: Yes FL21855 Rl II SS -La Francais French Door (NI)-2017 DWG W15-70.odf AppropAWAP use outside HVHZ: Yes ImpaebResistant: No Verified By: Javad Ahmad PE # 70592 Design�Pnjsure: +70/-100.9 Created by Independent Third Parry: Yes Othert See attached drawing W15-70 for span vs load Evaluation Reports combinations and installation instructions. FL21855 R1 AE SS -La Francais French Door (NI)-PAE • •' • • • 2017.pdf • •: • • • Created by Independent Third Party: Yes 21855.!3• : Series 230 Aluminum Outswing Door Non -impact resistant aluminum outswing door with sidelites. w/ Sidelites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21855_Rl_II_SS-230 Outswing Door (NI)-2017 DWG W15- Approved for use outside HVHZ: Yes 33.odf Impact Resistant: No Verified By: Javad Ahmad PE # 70592 Design Pressure: +60/-69.7 Created by Independent Third Party: Yes Other: See attached drawing W15-33 for span vs load Evaluation Reports combinations and installation instructions. FL21855_R1 AE_SS-230 Outswing Door (NI)-PAE 2017.pdf Created by Independent Third Party: Yes 21855.4 Series 230 Aluminum Outswing Door Large missile impact resistant aluminum outswing door with w/ Sidelites sidelites. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL21855 RI SS-230 Outswing Door (LMI)-2017 DWG —II W15-32.pd Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See attached drawing W15-32 for installation Evaluation Reports instructions. FL21855_R1_AE_SS-230 Outswing Door (LMI)-PAE 2017.pdf Created by Independent Third Party: Yes 21855.5 Series 249 Aluminum Outswing Door I Large missile impact resistant aluminum outswing door with i https:Hftoridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufj9QzTt6YQjHrnPoNY9FDEk0AOjchxsxcyczV2eeR69g%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 FL21855_R1_II_SS-249 French Door ILMI)-2017 DWG W15- 30. Ddf Verified By: ]avad Ahmad PE * 70592 Created by Independent Third Party: Yes Evaluation Reports FL21855 R1 AE SS-249 French Door (LMI)-PAE 2017.psf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe sees **:*so https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqufj9QzTt6YQjHmPoNY9FDEkOAOjchxsxcyczV2eeR69g%3d%3d Page 3 of 3 H- � a M = _j W GLASS D 0 DIMS. o eo a o 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 OPTIGIJS SEE SHEETI 5 DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE �DOOR, LEAF DOO WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF SU SHEET 6 FOR DESIGN LOAD CAPACITIES 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). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT 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. PROVIDE INFORMATION I THIS PRODUCT APPROVAL 5 GENERIC AND DOES NOT 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. 41 7/8" AME WIDTH 30" ).L. OPG. 38 5/8" TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR SURFACE APPD FALSE MUNTINS MAY BE USED HINGE OPTI SEE SHEET HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" O.C. nn" 6" MAX. HEAD/SILL CORNERS FRAME WIDTH 3" TYP. 15* MAX. HEAD/SILL I /IY-.--- I II LOCK OPTIONS \ I II II / SEE SHEET 5 \ 23 7_ll_-_1 II \ fl I \ II INACTIVE h �_ ACTIVE w 30" 29 7/8" s i v iz o D.L. OPG. D.L. OPG. v o 38 5/8" U LEAF WIDTH 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR DOOR OPTIONS •• •• • • • • • •• • .• • . • • .•• . • • • • • • • • A- C•NTR�TO• p BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF • • • • • • • • ALTERED •YNNY MI♦AS. • • • • • • C- SITE SRCIFIC PR%JECS SHALL BE PREPARED BY A FLORIDA REGISTERED • • • • • ENGINE! •R ARI.ICT.HIIH WILL BECOME THE ENGINEER OF RECORD IE.G.R.) • • • • • • • F4F TOE P•OJE•f Alp WHO WILL BE RESPONSIBLE FOR THE PROPER • • • • • • • USE Of TH• P.•0. •NGINEER OF RECORD, ACTING AS A DELEGATED • • • • • • ENGINEER jG THE P*. D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #21855 r.4 770592 •W • • • • • • Sealed:12/14/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • {�Vl� 0 3 M � J H mZ t Tz a IS o O�R`0� t (0 u "8 0 a. 0 0�� R Z Q w 7 LL N fNll o J Q In WME 9 arawmg no. W15-30 HEAD/SILL ANCHORS AT STILE ENDS FRAME WIDTH (6) AT 3" O.C. 1 1/4" MAX 1 1/4" MAX 41 7/8"� - - 80" MAX. -_ - — — — -- SIDELITE — FRAME— WIDTH XX DOOR FRAME WID SIDE[ 6" MAX. 3" 15" MAX. / EAD/SILL TYP, HEAD/SILL 1f/ ;ORNERS I I HINGE OPTIONS \ SEE SHEEY5 II \LOCK OPTIONS I I II 'I / SEE SHEET 5 Ili n \ --7 li - G` C -- INACTIVE II 4 ACTIVE � II 30" 30" 29 7/8" k...._- D.L. OPG. D.L. OPG. D.L. OPG. 38 5/8" 38 1/8" LEAF WIDTH 38 5/8" LEAF WIDTH LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH PANEL SIDELITES SIDELITE OPTION ANCHORS AT MULLION AT 4", 7" & 10" FROM END OF FRAME AT DOOR AND SIDELITES TYP. AT HEAD/SILL WIDTH II II II II II II II II II II 11 II n n II n II II n II II I II II II 30" Y 01 38 1/ SURFACE APPLIED FALSE MUNTINS MAY BE USED •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • • • • • •• • • • • FL #21855 ��Sp[T�iOF.,aa�®�� I drawing no. --pj"O�R10P.W 15-30 - - -; - S881B0:u/14P1U1 / • •• •• • • • •• •• ••• • • 0 000 0 • _6" MAX._ HEAD/SILL CORNERS 46 5/16" 3" HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" O.C. t-iKFT l _ II \ it HINGE OPTIOk I \ I I SEE SHEET' 5 h + -- U E y LOCK OPTIONS_ \ II 'I / SEE SHEET 5 II g \ / INACTIVE ACTIVE 41 5/8" I 30" 29 7/8" D.L. OPG. D.L. OPG. D.L. OPG. 46 3/8" — - SIDELITE WIDTH LEAF WIDTH 38 5/8" TYPICAL ELEVATION ( OXXO ) WITH DIRECT SET SIDELITES SIDELITE OPTION ANCHORS AT MULLION AT 4", 7" & 10" FROM END OF FRAME AT DOOR AND SIDEUTES TYP. AT HEAD/SILL SURFACE APPLIED FALSE MUNTINS MAY BE USED •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• •• • • • • • •• • • • • • • • • • • • % • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #21855 fOr'V o � Z Z n N U 47 {NWu V t dmm,g OLD rf+ d'rn�p LLIt J Z 1 J J J 18_' i 0 rn K M v e� K M o c -6 N O A C o o I Sao C ~ oZ O a v W V E F3 � V D° �® AIQ i� ��°°°vCENSF i - N0.70592 A OF drawing no. I W15-30 JC171CU. 1 U 1 wzu 1 1 41 7/8" FRAME WIDTH 6" MAX. HEAD/SILL CORNERS 15" MAX. HEAD/SILL Ai 14� El I I I — I \ I C1 \ I I I 0 / 0 0 I o C1\ l_S7 I / D7 / 14 �D1 1rJ N � V D.L. OPG. < a K �o 38 5/8" j -- ---� LEAF WIDTH TYPICAL ELEVATION ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 SINGLE LEAF DOOR WITH. SINGLE HUNG WDW. INSERT S.H. WINDOW INSERT OPTION 31" WINDOW _ 28" D.L. OPG. 10 1/2" MAX. HEAD i / IFA 20 7/8" MAX. — SILL 26 5/8" OPG. (VEf 28 7/8" VENT WIDTH 5" MAX. 1EAD/SILL CORNERS i Q N � m m 4 NOTE: SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. DO = +65 * -80 PSF * EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 v> Z q n 3 Q H W4 it 2 N a O ` U a W Cy�1I to � r CIO 8 0Of0o.+ 0 v1 p Q W Z LL tl 1LZ$E°� J �yQ Qamf � � J J O rn O 3 0 ' 0 8 �'3 cy C I 0--� a S �ato� 3. 0 CL m m o °p Ez 0 N 1vn,4E� Q� 0 m ��;.•u'ENB i S No.70592 e �A® •' 3T drawing no.� R 1Dp ,•° ®�� FL #21855 DOOR _WIDTH W / ACTIVE ( 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 'B1' EXT.(+) INT.(-) 109 80.0 1 80.0 1100.0 1141.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF LOCKS: 1 / OPTION #1 1\ N EL 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 OOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPTION2 MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) #12-28 X 2-1/4" OH MS METALLIC STRIKE PLATE AT 40" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2" FH MS (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES: OPTION #1 DOOR WIDTH INACTIVE IACTIVE Ij (XX) DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF GLASS TYPES FRAME WIDTH FRAME HEIGHT A• AI', 'B' OR 'BI' 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 ''ALUM BUTT HINGES, AT 12" FROM EACH END 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: •• ••• • • s • • •• FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED • • e WITH WHITE COLORED SEALANT. • • • • i • • • • • • SEAMS BETWEEN MULLION AND JAMBS SEALED WITH �IL�• •CEN . 0 • 0 • • • * * • • • • ••• • ••• •• • • • • • •• • • • • • • ••• • • • • ••• • • ••• • • • ••• • • FRAME WIDTH W 101 / ACTNE SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF GLASS TYPES ® DOOR FRAME WIDTH FRAME HEIGHT A', 'Al'. B' OR 'Bl' INCHES INCHES EXT.(+) INT.(-) 42 109 65.0 50.0 GLASS TYPE 'F' ® S.H. WDW EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF 4raV Z n O 2 h M F. yh a a � oNpq`8 0 d N IL wot OGu'1� O'8 0aoo 0°�� N 0 N Q WLU 7" yl �i Z YI 104 JO$¢� Qio"�f W. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION c N DECLARATORY STATEMENT DCA05—DEC-219 o p w o c N0.70592 ®'•,• � drawing no. FL #21855 sheet 5 of 16 Sealed:12/14/2017 STATIONARY PANEL (0) OR DOORS WITH S1DEIJrES DESIGN LOAD CAPACITY - PSF PANEL/DIRECT SET GLASS TYPES FRAME HEIGHT DOOR WIDTH SIDELITE WIDTH A, 'Al*__OR 'BI' EXT. (+) BIT. (-) INCHES INCHES INCHES 81 4180 �� 48 50.0 69.7 85 41 7/8 ()0 80 (XX) 48 80.0 69.7 91 41 7/8 (X) so (XX) 48 80.0 69.7 97 41 7/8 (X) BO (XX) 42 80.0 79.6 103 417 /8 (X) 42 80.0 79.6 109 41 7/8 (XX) (X) w(X 41 7/8 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD, THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 913ECL SET SIDEUTE WIDTH DOOR WIDTH (X) OR ()(X)_. -- 4 tLEAF WIDTH All ACTIVE PANE. SIDELITE WIDTH .__DOOR WIgiH _ (X) e DOOR W. SlDELrrE W. / /r r, (ox� SIDELITE W. DOOR W. \ ul/ •• ••• • • • • •(o • •• • • • • ••• • •• ••• •• • • • •• ••• •• • • • • • • SIDE v STATIONARY ( 0 ) cmc, rrr w nm w e M ,W w / L L I ( Ox0 ) SBIELITE W DOOR W. J J` a 8 o i OMv M ;c Ott .O • v m = 0 0 N 0 m D . 0 ID 2 z .V2a°12 ra ;./�j i NO. 70M _ $ drawing no. �` FL #21855'''�� .•• • • • r ••• • •cc 12/14/2017 • • • • • • • • • • • •• •• • • • •• •• - -3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS -1/4" AIR SPACE 3/16" HEAT STREN'D GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D GLASS �� r n 3 Z m • .090" Interlayer 3/16" HEAT STREN'D GLASS 3/i6" HEAT STREN'D GLASS .090" Interlayer C � M Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" Interlayer .090" Interlayer SentryGlas By 'Kuraray America, Inc. 1 8" HEAT STREN'D GLASS / F yZj Z Q i N I a Saflex Clear And Color Glass 00 -0- 0M 3/16" HEAT STREN'D GLASS By 'Eastman Chemical Co.' By 'KGlas By 'Kuraray Americo, Inc.' 3/16° HEAT STREN'D GLASS S 90ryGnossrlayer 0 � a ` u SILICONE 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS SILICONE GE RGS7701 By 'Kuraray America, Inc.' 4. j N GE RGS7701 1200 SILICONE .GE ROS7701 SILICONE GE 1200 1/8" HEAT STREN'D GLASS _ !- pp M 0 �GE GE 1200 w GE RGS7701 r GE 1200 0: W Z C w u N p i. V p Yi r1 C i m z m i m GESILRGS7701 a, M .i IL p Z ii ii it g Z m ii it ii ,u'n GE 1200 0 37 ii II li M 0 II II li 37 I. 'I II II LL W pM o J rs rD Q (r zM- Q W 01 f r y II o __ALUMINUM 00 h f p _ ALUMINUM w¢ SPACER ¢ ¢ SPACER W #8 SMS w AT 4M1/2° FROM ENDS AT 4-1/2" FROM ENDS J AND 10-1/2" O.C. AND 10-1/2" O.C. w rn J w M 39 AT 1/4 POINTS ALL SIZES 39 AT 1/4 POINTS ALL SIZES 0 rn `F' O o ^ CA GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPE `B' GLASS TYPE 'Ell' GLASS TYPE $ oM ,. (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) tr , ;c GLAZING OPTIONS ° Sam a0 .0 Z c ` a Q a°1 v E GLASS TYPES GLASS TYPES 'A' OR 'B' (ABOVE) 'Al' OR 'B1' (ABOVE) SILICONE SILICONE GE GE GE 11200701 GE 11200701 Q �2 0 F a nO Z m Z m \ U' 35+'9.IrWR 0TS OAT ON LITES •36" 1/4 POINTS ALL SRES • • • • • • • • GLAZING DETAILS AT SIDELITE • • • i •• ••• i i •• i i • i • i • • • • •• • • • • • • • • . . . . • •• . • • • • .. • • • • • • • • . • . • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • No.70592 ��®✓ T�OF • • �� drawi0 FL #21855 �®®1AL �� sheet 7 of 16 Sealed:12/14/2017 0+ 0 1/2" MIN. FLUSH BOLT PENETRATION I I _ n I TYPICAL ANCHORS IrFO�f 1 3 SEE ELEVATIONS 1BY WOOD BUCK V ]N R SPACING EDGE DIST. (SEE NOTE SHEET i) BY D BUCK _ALTERNATE y/ ANCHOR: LOCATION ° , a , EDGE 00 TRUCTURE m V (SEE NO HEET 1) Z q p 3 WIL L a W C W p R C U U X Q N �• 26 a a a iV a� � 1 f WOOD BUCKS AND METAL STRUCTURE NOT BY ASSURA WINDOWS TYPICAL ANCHORS TYPICAL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM C & ¢ In 16 SEE ELEVATIONS - SEE ELEVATIONS LL G Q FOR SPACING FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. O 4 c METAL EDGE [STRUCTURE Q W c LL 0 1/2" MIN. DIST. TYPICAL ANCHORS: SEE ELEV. FOR SPACIN W co :1 FILLS A BOLT 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, F - KSI) J o o G m PENE TRATION Q w m g I TURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)--- — ' a THRU 1BY BUCKS INTO CONC. OR BLOCKS d J '^ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) J 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) d vi o i DIRECTLY INTO CONCRETE OR BLOCKS Oan TYPICAL ANCHORS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 p a SEE ELEVATIONS �, FOR SPACING 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) o n x /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) i rn INTO F.B.C. APPROVED MULLIONS 3 t OR 5 v°�oN INTO METAL STRUCTURES (HEAD/SILL/JAMBS) o DO c „ I (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 3 0_ 0 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) oz o STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) -,r1 a$ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) W E 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 OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. o r; C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. BD VJ ALTERNATE• • « • • • • • 8 • •" • • �11JF�2NAF• 3/8" X 3/8'.- WEEPSrAPPR'D o ° °I 1/2" FROM v a v TYPICAL ANCHORS TYPICAL ANCHORS - v TYPICAL ANCHORS SILL ENDS EDGE DIST`ELEVATIONSE DIST. • • • • SEE ELT�ATION� • • EDEL• DIST.• -SEE ELEVATIONS FOR SPACING • FOR �ACI➢IG1-��f--",FOR SPACING HIGH THRESHOLD TANDARD,TF&ESHOLAPPR'D FOR WATER RESISTANCE FOR WATER•RESISTANCE • •• ROT }.PPRD 0bR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR)X. EXT(+) DADS Td' 58.0 PS? • • • • • LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) .•• • ....... . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OPERATING UNITS .5 tt `111111 1111 /p/,, No.70692 =_ — o n o � ®••' OF ......��®` drawing no. W15-30 FL #21855 Sealed:12/14/2017 3/8" MAX. SHIM Ill ,/I oc 3 O METAL STRUCTURE ACTIVE LEAF TYPICAL ANCHORS 16 SEE ELEV. FOR SPACING w N -- -J 421 21 16 EXTERIOR 5 -D_L.-OPG. LEAF WIDTH — __ - —.__-- — ---. _ SEE LOCK OPTIONS SHEET 5 3/8" MAX. SHIM I TYPICAL ANCHORS SEE ELEV.- e FOR SPACING \a N 0 IN -ACTIVE LEAF 16 � e 0 21 5 LEAF WIDTH -BUTT HINGES SHEET 5 DOOR FRAME WIDTH •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • •• • • • • • • • • • • • •• • • • • MAX. 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 ALTERNATE {�V11 ^ 10R LOCATION J I Q�• b 3A N I �•• W Z • Q f N Q al O'00�10 OJN 0 R O'Oza"m' 8 paoo O ALT, FRAME JAMB CH Q WOE H J J J 0 3/6" MAX. y O rn SHIM 3 C3 o i I g on N1 x D_ li Z N 11 N 2BY WOOD LICK C O _ L a OR ODD 5 UCTURE S -0 N 0 � C m �j 3d O a OZ p n fd� E n < o- OPERATING UNITS CLJ_L1 U C `�`y111111dp1��1Y�1yp/,/ EN No. 70592, ® '•. ST drOWing no. W15-30 FL #21855 ///1111111111 sneer g of16 ••• • • • • ••• • • • • • • • • • • Sealed:12/14/2017 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST.,�FOR SPACING ALTERNATE . ° ANCHOR. LOCATION c W I 6 C\ FJ zs �a y 16 ALTERNATE 3/8" MAX. SHIM--� TYPICAL ANCHORS SEE ELEV. FOR SPACING c� a w 3/8" X 3/8" WEEPS _ ° ^, 1SI2L FROM SILL ENDS 0 ° EDGE DIST. v TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT LTD. THRESHOLD) 8 OR �u 1 #10 X 3/4" PH SMS O AT 6" FROM ENDS (, AND 24" O.C. MAX. u# PANEL SIDELITE INSTALLATION DETAILS #10 X 1" PH SMS AT 4" FROM ENDS AND 16" O.C. MAX. EXTERIOR �l LEAF WIDTH SILICONE PANEL SIDELITE WIDTH 1 •• ••• • • • • • •• ALTERNATE • • n • �• • x N \ In 6 sa• v �I'•a •a •a • • EDGE �IST. • • •__.,. • •TYPICANANCHOM • • • --_-- _ - - - SEE KEVATIONS • • FOR SPACING PANEL SIDELITE UNIT (HIGHNEL SIDELITE UNIT (HIGH THRESHOLD _.,.1/4" Z n m p� I N 3 J �p Z O W 7 U fat 0tM, V 'O O Ol paoo Q W. 7 LL �ZN_ U15 Qwi� d U J _.....__. 3 O o 0 00 M 10 I 0== 0 N 5 p d I 3 a 00 oL m _ LEAF WIDTH v Z p a n BUTT HINGES - N a a __ DOOR FRAME WIDTH -- PANEL SIDELITE UNITS--' DENS ` I e No.70592 -_ O n �iY• i7= - drawing a no. —30 FL #21855 ��®®��I �� sheet 10 of 16 • • • • • • • • • • • • • • • • • • • Sealed:12/14/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS _._ FOR SPACING O :726 3/A- MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING y I I I 1 P I I I. i 35 jl i� 25 O�s 26 � rn ° EDGE DIST. TYPICAL ANCHORS --- - -- -_- -- SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS DIRECT SET SIDELITE INSTALLATION DETAILS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• •• • • • • • •• • • • • • • • • • • • •• • • • • I • • • • . . • • . . . .. •. . . • •. •• .•• • • • ... . • AND716" Oc.'Z, DIRECT SET SIDELITE UNITS IYO. 70592 1 w FL #21855 _N I II N . I M a of drawing no. W15-30 4.000 060 1. �50 2.375 �1.843 FRAME HEAD 01 TM-099 8.250 19 O 3 -- DOOR TM-29236 1 625 -.090 _ P 1.262 .500 y TA L.332 - PANEL GLAZING BEAD 37 TM-155A .062 1.750 3.._ 2.375 3.465 O SIDELITE HEAD/SILL GW-30769 �- - 850 - .713 1.465 715 050 ® 1.799 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) - PIVOT HINGE >4.000 �1.500-y 1.500 �.zso 2.062- nT .125-� II 875 �_- .125 �u1� 062 1.000 1.376 28 STD. SBA5798APTER 'S� -.t66 --1 MID RAIL CORNER CHANNEL .655 LOW THRESHOLD 1.658 r- _-_. __-i 897DKB 030 _� �3.875�{ .635 a _ 1.275 .250--1.829--�I ---- HIGH SILL ADAPTER 1.865 29 TM-193 �� 125 INSUL GLASS PANEL ADAPTER 2.157 -�-I TM-194 I � I 4.530 .�__ 1.595 930 .625 .187 .554 � .062 ...__.. �__---��-•-.060 IF 4.000 FRAME SILL (STD.) - BHT MULLION SILL COVER BA5797 15 TM-121A 30 TM-180 �U - m Z h H W Zn Q C INY 0 : o-A :i 0 '.mrl O' 00 �j Q 6 C Q ryyil K 0: 0 O Q o �` Q w m n • • Q a LL g oAp ,} 6 10vn 2.375 -y _ .062 4.000 1.988 �- - C� 1.750 DOOR JAMB/SIDELITE FRAME BA5499 �25 .125m.310 9 CENTER HINGE 0.572 -2125_ 125 m.248 � ms7z GW 37889-A n OUTER HINGE `l HINGE PIN -_ --3.681---�- -b, HINGE CAP b10 x 1/2" F.H. sMs - _� ° I I 2.000 Ti 0 w ° II m 3.500 o II 7.689 N I o II m ° 0 2.000 II - 2.126 k_ • • • • • • • • • BUTT HINGE • • BOTTOM RAIL � y 3 � z S p < N ,� cN _ U J 0 p, o v o op x °�tr y m ; m O 0 c� O III O °D O Z o 0 yq� E " Q iO a° F ---_--------�_- .062 -"} .625 1.750 _---.-_._4.090-•-I --.093 /5 DOOR HINGE STILE G TM-32995 .093 1.750--y -- 25 Lj 4 00 -.062 _ .562 _ DOOR TOP/BOTTOM RAIL TM-32994 - $ 01 2.0 40 1.750 .075- .625 � 4..0_._ _ L�- ACTIVE LEAF LOCK STILE CJ TM-172 7, --_--�_x- WEATHER-STRIP ADAPTER C7� GW-31826 c m 0 p __-2.625 • - • • • • • •- i • • • • • • �062• • • • • • • • • • 004.0 1.988 • • i •750 • I • 3A i.^� ALT. DOOR JAMB/SIDELITE FRAME BA 186 �.062 JJJJJJ 93ddd8 3B O ALT. FRAME COVER BA \\\\\\® 1111111 rA',','/ ENsc °°• °� is _ `� ��r •°�°L\G• 70592 ® '• 8 IOP,.•' \�; FL #21855 ��;®��\\ I111111\\\ $, 0 -_- - -----4.659 1 .093 .075 .41.750 .625 L-- 4.000- - 4A INACTIVE LEAF LOCK STILE TM-36048 • • • • • • • • • .300 .200 30! • ! • �,779 ♦ 2.0.1 • -^- • 31 REINFORCING BAR TM-182 No1 �� n�� o _ a -w 1.287 35 SIDELITE GLAZING BEAD (LAM. GLASS TM-157 drawing no. She < 12 Of16) • : : : •: • : : Sealed: 12114/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2A 897OKB 3 BA5499 3A BA 3B BA 4 TM-172 4A TM-36048 5 TM-32995 6 TM-32994 7 GW 31826 8 FD 107 8A - 9 GW30769 10 OW 32222 808 202 21A )1 14 11 F 1236 98 80 82 57 i5A 94 �INIiLG UUVK W� J.M. WUw. ;UANTITY DESCRIPTION 1 FRAME HEAD 1 FRAME SILL (STD.)_-- 1 LOW THRESHOLD 2 FRAME JAMB _---- -- --- AS REDD. ALT. DOOR JAMB/SIDELITE FRAME AS REDD. ALT. FRAME COVER 1 ACTIVE LEAF LOCK STILE 1 INACTIVE LEAF LOCK STILE 1 PANEL HINGE STILE 1 PANEL TOP/BOTTOM RAIL 4 WEATHERSTRIP ADAPTER 3/ LEAF BUTT HINGE 3/ LEAF PIVOT HINGE AS REOD. SIDELITE HEAD/SILL 2 DOOR LOCK INSERT 2/ LEAF PRESSURE PLATE -TIE ROD 2/LEAF FLUSH BOLT ASSEMBLY AS REDO. 'H' MULLION AS REOLD. FOAM FILLED BULB W-STRIPPING AS REO'D. MULTI FLAP FOAM FILLED BULB W-STRIPPING AS REO-D. FOAM FILLED BULB W'STRIPPING 2/LEAF FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/B01 1 PANEL BOTTOM RAIL AS REDD. #10 a 1/2" F.H. UNDERCUT SMS. 2/LEAF 1/2'0 THREADED ROD, WASHER & NUT - DEAD BOLT LOCKING HANDLE MULTI POINT LOCK 36 - DUST PLUG (OPTIONAL) AS REOD, M10 x 1" P.H. SMS. (ASSY. SCREW) AS REDD. STD. SILL ADAPTER AS REDD. HIGH SILL ADAPTER (USED WITH STD. SILL) 1 SILL COVER - LOCK STILE REINFORCEMENT 4 SIDELITE GLAZING BEAD (LAM. GLASS)- 4 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) OPTIONAL PANEL GLAZING BEAD - INSUL. GLASS PANEL ADAPTER AS REDD. SETTING BLOCKS (1/8" X 3/4" X 4" LONG) tIAL MANF./SUPPLIER/REMARKS -T6 - O TB Z M n 3 -T6 0 F M J T6 - 1y -T6 - a IL " , T6 C C _ 0 qN o -T6 n' 1. W TU 6 0 N r a -T6 END OF DOOR STILES (TOP/BOTTOM) 0 cr C � 07 -76 SULLIVAN & ASSOC. 07 - 04Oo:i -T6 LOIRA T6 Z C • -TT6 LOCK STILE a yWj N LL G JUM 4" LONG z O Q J JUM SULLNAN & ASSOC. a m H T6 - .187 X .250 T-SLOT J .187 X .350 T-SLOT J -T6 M & M PLASTICS pj -T8 - 0 .L AT FLUSH BOLTS c0 OO :L TOP/BOTTOM END RAILS o o M . KWIK-SET g °� ACTIVE LEAF, 41' FROM OM BOTTL` 3 ; C 'IC DOOR JAMB INSTALL, SCREW HOLES � O --z r y L OR FRAME MEMBERS/MULL CLIPS o ; O � N Ts 3 0_ Do o T5 'T6 T(5 — N -T6 SIDE LITE GLAZING PERIMETER Zvi -T6 SIDE LITE GLAZING PERIMETER T6 - T5 - A DUROMETER 8035 SHORE A DOOR COMPONENTS Fg 10n HAI" � 1 ' o n a N0.70592 A: 9 8' ®'•. � drawing no. FL #21855 • • • • • • • s oeaeu:TUTaTcuif • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 TYPICAL ANCHORS 3 EDGE DIST. SEE ELEVATIONS �- FOR SPACING � n - ALTERNATE � ANCHOR LOCATION Z M 3 Q f 2 IL O s $� U 0 O` M U �Q�,'�) amo N �/ 16 6 r1 26 n yW1 16 Ong i 6 OIL09 #10 X 1-1/2- FH SMS 0 4 � -SEE ELEVATIONS gS Z_ FOR SPACING LL Z pC0 .ij l7 iD 1.1 Q w W f P O 9. i � J W M _ � v 8 oM 14 O s a qq V �p 17. 5. S C3 a B1 Sam w n o 0 i s 4 3 a III Q.dti r I� I. 2 _ T 0 W 6.1 I & c I � 3.1 - � 6 y i OR 4 = •• •• • • • •• Q O ' •9 SINGLE (X) OPERATING UNITS W/ S.H. WDW. o #10 X 1-1/2" FH S M S SEE ELEVATIONS �1 FOR SPACING c _ li II a • • a • • •o o • °•;. • •®' 7 •�`� drawing no a I TYPICAL ANCHORS �� ••°•..... �° 9, - SEE ELEVATIONS �� _ EDGE_Dlsr�� FOR SPACING HI —THRESHOLD OPTION FL #21855 ////®In�111 sh 14o14of16� • • • • • • • • • • ••• • • • ••• • • 3/8" MAX. SHIM #10 X 1-1/2" FH SMS E l CSEE ELEVATIONS FOR SPACING \I VENT 28Y DOD BUCK OR WOOD S UCTUREj I I 9. EXTERIOR TYPICAL ANCHORS D.L. OPG. (FIXED) SEE ELEV. FOR SPACING S.H. WINDOW WIDTH LEAF WIDTH DOOR FRAME WIDTH _SEE LOCK OPTIONS SHEET 5 3/8" MAX. SHIM METAL STRUCTURE ACTIVE LEAF TYPICAL ANCHORS 16 SEE ELEV. FOR SPACING i S 3/8" MAX. F1 SHIM 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING N 0 w HINGE OPTIONS SHEET 5 D 1 3/8" MAX. oDl SHIM 76 \ 11�— EXTERIOR D.L. OPG. L'J LEAF %d17H • • • • • •-cl • i • t FRAME WIDTH• • • • • • • • •0. • • • • *.0 • • SINGLE U OPERATING UN49 W; S.H. 'NDW.• • . . . . . .. . . . . 1BY WOOD BUCK ITTYPICAL ANCHORS EE ELEV. OR SPACING FL #21855 No.70592 S d,.-,.g no.1 sue:.•....°!�s®�� W15-301 - 1.937 - •� p--- .062 .887 L—� i-- .625 M- 1.875 - 1 t.l FRAME HEAD 750I° 1.000- .050 1.749 - .937 FIXED MEETING RAIL 1.750 940- 1.125 �- .0 6 4__ 1.5If62 Y 750 L STD. VENT TOP RAIL .787, .882 .062 - .674 L .617 - SASH LATCH 1 060 2.2I50 2.725 1I d.750 b- VENT BOTTOM RAIL 836 746 ��.130 a FIXED RAIL REINF. 2.541 E 1 �I 4-1.563-T7 DOOR STILE REINF. 658 .750 -.062 1.045 k SASH SIDE RAIL 1 8A77 875 -9 2 .943 T— — d .055 M 1.469 FRAME JAMB 2.050 -- 1.826 .062 .662 P —I F--1.937 FRAME SILL .062 Ir j-_375 .250-�I IL 9.1 GLASS STOP ANGLE ITEM N PART # REGD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1.1 GW-31798 1 FRAME HEAD 6063-T6 - 2.1 TM-117 2 FRAME JAMB 6063-T6 - 31 - 1 FRAME SILL 6063-T6 - 4.1 GW-36123 1 FIXED MTG. RAIL 6063-T6 - 51 TM-113 1 STD. VENT TOP RAIL 6063-T6 - 6.1 TM-112 1 VENT BOTTOM RAIL 5063-T6 - 7.1 GW-31802 2 VENT JAMB 6063-T6 _ - 8.1 TM-1 15 2/VENT SPRING LOADED EGRESS LOCK • 6" FROM ENDS 6063-T6 - 8A.1 - 2/VENT LATCH LOCK • 6" FROM ENDS CAST - 9.1 - AS REDD. GLAZING STOP ANGLE ALUMINUM - 10.1 - 2 VENT STOP (5-1/4- LONG) PLASTIC - 11.1 - 2 SPIRAL BALANCE - CALDWELL 12.1 - 4 VENT GUIDE PLASTIC_-- - 13.1 WV-3045 AS REOD. BULB WEATHERSTRIP VINYL - 14.1 W43201 AS REDD. FIN SEAL WEATHERSTRIP WOOL - 15.1 W43371 AS REOD. FIN SEAL WEATHERSTRIP WOOL - 16.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS #10 x 1" P.H. SMS 17.1 - - _ - FIXED RAIL REINFORCING ALUMINUM - 18.1 - I - DOOR STILE REINFORCING ALUMINUM I - T " I 2. FRAME TOP CORNERTOP CORNER Tf •• ••• • • 2. • 3. • ••• • ••• •• • • • • • • • • • • • FRAME BD�OM CORNERCORNER • S.H. WTNDOW COMPONENTS -� 5.1 / 7. VENT TOP CORNER FL #21855 qr C �• Fa d'00 �n OWN` fat � 0GhM, Cr C Ir G IL 0rr p e$Q y U) z N Q yWj Y Vi JZ�SI�y Q W O1 f F J H J N 0) \ 0 .I. �1 0== a 0 W vz cvi� aivE vTn0- �CENBF'Z� • Nu.70592 • • • • - - Sealed:12/14/2017 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. BCIS Home i Log In I User Registration � Hot Topics I Submit Surcharge Stats & Facts i Publications i Contact Us BCIS Site Map E Links Search FI 'Cd Product Approval 40 USER: Public User rx . Product Approval Menu > Product or Application Search > Application List > Applicadon DaUil FL * L17595-R1 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email • •• ;AuthorizLLd Sigfiature jechnigl RPdI$sentative Addrest/WALf/Email • •••• •.•• • • • • • • • •••••• :Qualit�Assnnce Representative ,AddresoPrahone/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) EMC Windows and Doors, LLC. 455 E. 10th Ave. Hialeah, FL 33010 (305)283-6280 EMCwindowsdoors@gmail.com Yiping Wang mcy@mcyengineering.com Carlos Perez 455 E. 10th Ave. Hialeah, FL 33010 (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 FL175 5 R1 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 Florida Licensed Professional Engineer or Architect FL17595_Rl Equiv Statement of Equivalence - HR2100 SS.pdf I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL17595 RI COC_FBC 2017 Affirmation Letter f117595 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 03/29/2018 FL O • • • No", Nutlior or Nsmilq peoctptl 17595*1 • HR 2100 Aluminum Horizontal HR 2100 Aluminum Horizontal Sliding Window - L.M.I. & ;.;..; Sliding Window S.M.I. Limits et Use Installation Instructions Appre6ilil or use In HVHZ: Yes FL17595 R1 II AD15-14 4-1-15 SS.Ddf ApproY14tor use outside HVHZ: Yes Verified By: Yiping Wang PE *55983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Wssure: +90/-100 Evaluation Reports Othet?PO'RDESIGN LOADS VS. WINDOW SIZES, SEE FL17595_Rl_AE_Evaluation Report .pdf INSTALleki[ON INSTRUCTIONS. 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 AAJEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe 6 ONE ANCHOR AT 111"_MAX. _F CENTER PER PANEL .WINDOW WIDTH_ TYP � AX iNERS l AT HEADIS #—'L A C F F G . or4. O t F � N J LL ®L__- X O X CI B D III I 31 5/8""331/2" 11_ 31 5/8" D L.O. (VENT) D.L.O. (FIX LITE) D.L.O. (VENT) 36 3/4" 36 3/4" VENT WIDTH VENT WIDTH 1/2 -P.HEADS ORNIERS 53 1/8" I� TYPICAL ELEVATIONS _TESTED XOX (1, 3, 3) -w �Z °�, n= u mO _ r� n z 21 x _ _ 26 3/8" ___y VENT WIDTH TYPICAL ELEVATIONS TESTED (OX,XO) THESE WINDOWS ARE RATED FOR LARGE A09SJLE IMPACT. SHUTTERS ARE NOT REQUIF iWOANCHOR$ ATFD(ED ONE ANCHOR AT 111"MAX. r PANEL WRH EQUAL SPACING CENTER PER PANEL � WINDOW WIDTH 31/2TNwxTVP. 7" 161/8" MAX. HEMS L ORNERE '� T HEADMILL / rc w t� 22 3/8" 52" _____ 22 3/8" D.L.O. (VENT) D.L.O. (FIX. LITE) D.L.O. (VENT) 27 1/2" 27 1/2" VENT WIDTH VENT WIDTH TYPICAL ELEVATIONS STED XOX �, z, a) HR 2100 ALUMINUM HORIZONTAL ROLLING WINDOW THIS PRODUCT HAS BEEN DESI N D AND THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 20102014 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 • • • • • TQ B&SE WTEF4IAL•SHAI4_,PE BEYOND WALL DRESSING OR STUCCO. • • O NC��LO IAG CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART • • • • Vh I�IS��iRO�� • • •• ••• •• • • • •• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS, THAT COME INTO �y��1�I•�IAGY��uu••��rr�H OT fRt�Dl MATERIALS SHALL MEET THE REQUIREMENTS OF • • • • Ti1E 2010/4014 FLO IDA BI LD�IG CODE SECTION AS APPLICABLE. • • • • PeVF;OVACAPPLIEQ dSl I* UNITS OR SIDE BY SIDE COMBINATIONS OF HR-HR OR • HORIZONTAL ROLLING WIND W 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 0 s F F G oRv w) 2 _j U1 r LU Z > B D � A P�wranwl �e oew�ream.�,NE�. �nA, w'"EiT,E w°�mrs°Fr�"o�wu � glW a FL #17595 �'f • E. � :•� A Ri1QN#A N�3 2B677 DCALE NOTED • IA - IF •'ju ROJECT �5 • ` DRAWN NO April 1st, 2015 000 0 0 0 ••• 0 0 DESIGN LOAD CAPACITY -PSF (XO & OX) GLASS TYPE A GLASS TYPE B WIDTH WIDTH 6 1/2' 37" 53 1/8" U74 26 1/2" 37" 53 1/8" 63" 74" HEIGHT � HEIGHT 26" +g0 -100 +90 -100 +g0 -100 +90 �+90 -100 +gp +gp 10 � -100 I +90 I -100 -100 +90 -100 +� -100 26" 38-3/8" +65 -75 +65 -75 +65 -75 +85 -75 +65 -75 +65 -75 +g5 -75 +65 -75 +65 75 �+65 -75 50.5/8"-100 �%900- +9090+90+85+65+85+6$+65 -100 �100 _ 50-5/8" _75 �' -75 -75 -75 -75 +65 � +85 +65 +65 � +85 +65 +65 +65 63' _75 -75_] -75 �75 63" -75 � -75 -75 -75 -73.5 741/4" +65 -75� +85 - 75 +65 � -75 � A 741/4" +65 -76 -�-- +65 -76 +85 -75 x 76" +g5 +65 +65 � ✓ '�,l 76" +65 +g5 +85 -75 -75 -75 -75 -75 -75 DESIGN LOAD CAPACITY -PSF (XOX 1/3-1/3-1/3) GLASS TYPE "A" GLASS TYPE "B" � WIDTH � \ WIDTH � 53 1/8" 63" 74" 94 1/2" 111" \ 53 1/8" 63" 74" 94 1/2" 111" HEIGHT HEIGHT 26" +90 +90 +90 +90 +90 26" +90 +gp +90 +65 +65 -100 . -100 -100 -100 -100 -100 i -100 -100 -75 -75 38-3/8" +90 +90 � +90 � +90 �-100 +90 38-3/8" +90 +gp +90 +85 +85 -100 -100 100 -100 -100� -100 -100 -75 -75 �_yg• +90 +90� +90 �+90 50.5/8" +90 +g0 +90 +65 +65 -100 +65 � -100 +65 i -100 I +65 100 +65 100 +65 � 63" 100 +65 -100 +65 � -100 +65 -75 +85 -75 +65 63" -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 53 1/8" 63" 74" 941/2" 111" WIDTF� � • 1L S•3 7yI" • • f13� • ♦ • 74 • • 94 1/2" 111" HEIGHT HEIGHT � • • • • • • 26" +90 +90 +90 +90 -100 � -100 � -100 -100 +90 100 26" • • +63 • • 1J • a85 • { • +65,, • • -7� • • -74 +65 -75 +g5 -75 +85.5 38-3/8" +65 +65 +g5 +65 +g5 38-3/8" +g0 +90 j +gp +90 - � -100 I -100 -100 100 I -85.5 -75 -75 -75 -75 -75 +69.7 � -69.7 � ,• 5� 8 � �h63.6 • • -7 �— • • +63�6 •+63.6 • -7� • •75 • 50-5/8" +g0 +90 +g0 j +90 _100 -100 -100 � -100 • +63.6 • -75 +65 -71.8 63" +65 +65� +65 +65 +56 63,• • • 463.E • � � +6� •+6�.6 • �3.6 • +63.6 +57.7 -75 -75 -75 -75 S6 -63.6 �3.6 -83.6 �7.7 . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . z z a 1I8' ANNEAL GLASS g a .090" GLASSLAM SAFETY '^ EXT. PLUS II RESIN E/��22� 1/8' ANNEAL GLASS [`q��' 20) z `_' 16 DOW 995 BACK SILICONE M oC o v Cr N op w GLASS X. i N a� 5/16" OVERALL LAMINATED GLASS (9 z e Z J O 1/8" ANNEAL GLASS W Z F (i/8" TEMP. GLASS FOR USE W O o IN SMALL MISSILE AREA) Z EXT. 3/8' AIR SPACE C .090' GLASSLAM SAFETY Z 22 PLUS II RESIN W y H c y ]� 38 1/8" ANNEAL GLASS 0 O 3 M20 5 o¢ 3 lib DOW 9: BACK m , SILICONE H GLASS TYPE "B" ; J Z J 9 13/16" OVERALL INSULATED LAMINATED GLASS N U O o Q o a� � U) W 2 NOTE: _ c GLASS CAPACITIES N THIS SHEET ARE BASED ON ASTM El300-09 (3 SEC. GUSTS) g Z � 3 = W a w w "A ,,, FL #17595 �•'�DR@A R �IQN Noc3 oa E x3 28677 ` SCNE AS NOTED . o,ET„o. ��CnRi�p , AD15-14 is oaf"';;:•° SHEET S2 .�I L$T WOOD BUCK y � MIN. EDGE DIST. CONCRETE TYP. ANCHORS ;j SEE ELEV. FOR SPACING Fig TYP. ANCHORS SEE ELEV. FOR SPACING tONtRETE ° ° °°° ° ° ° E. INAN 2.1,11 April 1st, 2015 z VENT WIDTH ' g _ 5 � 40�(13) (7) 17(8) 1Y3) 40) 1I6' . SHIM T? _ D.L.O. Q 1 '� SHINc TYP. ANCHORS APPLICABLE TO �� TYP. ANCHORS z FRAME > 50 5/8' - _ _-�-- -- _-- _-Z- - - -- — �._. _ APPLICABLE TO ONLY SEE ELEV. FRAME > 50 51W ONLY SEE ELEV. C _ -- FOR SPACING FOR SPACING • �� oz� p _ v MET 9- 2� 4.`; l9 EXTERIOR �� z dr: : : STRU URE D.L.O. _ �. Z ¢ JAMB INTERLOCK X JAMB NCRETE OR Z MASONRY 7 IND WOW WIDTH W 1z, o _._ - 0 DE'DETAIL DE Ziu) (C) w H� VENT WIDTH _ .. _ VENT WIDTH ° c 2 13, 4)(171 71 0 Ire sHI �" D.L.O. T T D.L.O. SHIN - — l l\ TYP. ANCHORS �_ ° � � APPLICABLE TO , -� FRAME > 50 5!8 - �-- _ _ _- _ _ _� -- - .... _ . .__ _ .. ..._ _. -_ ` f APPPPL' TO S J ONLY SEE ELEV. 0 z FOR SPACING - _ - MIN. ONLY SEE EV. O FOR SPACI G s 0 c SSd ? Ie � oa L7'3 _ 0) 21 (4 l9 9 ' f 13 w D(TERIOR \�1 I ° a i Z APPROVED - - ,L,LL I MULLION �� (_� �) ( (4i (21� 21l �4) �9 14 21 40 SEPUARATE NDER X JAMB INTERLOCK INTERLOCK X JAMB CONCRETE OR s i APPROVAL) MASONRY w a •• •• N W D • • • •• m DETAIL �DEr9iDETAIL ��i WAAft��I EOPP. pFL #17595 -OA Ri�.ppRATIQN V Pftpf_/v�3 NRtII1��28677 °cu,e ns xoo • • • • •• • • • • • • '� pF •41 02a • • ••• • • t AD15-14 4 •cw RL o 0.6 • • • • • • • • April 1 S1, ZV 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' 77 Kni Fv t �� • 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 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 Ks! • 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' - 014 SMS OR SELF DRILLING SCREWS INTO MIAMI-DADE COUNTY APPROVED MULLIONS. 0.090" THK MIN. (NO SHIM SPACE) WEEP HOLES W7 = 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 Pc-- 3,000 PSI MIN. ANCHOR MIN. EDGE DISTANCES • INTO CONCRETE AND MASONRY = 1-3/4" MIN. • INTO WOOD STRUCTURE = 1" MIN. • INTO METAL STRUCURE = 3/4" MIN. FRAME TOP CORNER �s —#S-1" PH SMS �#8-1" PH SMS _1 N Lv V i —#8-1" PH SMS i k�. v 1; VENT TOP/BOTTOM CORNER z s c6 O Z4 o 0 x i 0 Z m W a A R�.pTRARQN V PF3 Z* AlII�I-2 Ocu.e xoreo • • • • s • • • • N� as�� • i a • • • • • • • IR • • • • • •:�AA4_PM_ CORNER Of �� A Rl O P •��1�Q� AD15-14 • • • • • • • • April 1st, 2015 • •• •• • • • •• •• ••• • • • ••• • • 3.170" 1.2 '.707 0 0.062" c o c 0.075" 0 II.616 c t+1i N G E110 GWJNG CHANNEL -' E103 � 8 1 LOCK EXTRUSION 3170 1.654" _ 1.244" * Ao E113 FRAME SILL m ao� 3.175 T E106 6 J E112 VENT HEAD/SILL GLAZING LEG uNi fV G _ 2.435" �� OI 0.062" 6ok co . IV 1.244- E115 (!�:) FRAME HEAD ; VENT JAMB 3.237" 1.244 � of 0.062" gi 0.062" N m m 0.125" c�i di k C 1.175" L1.244" 1.993" j?n &I E116 13 FRAME JAMB -41 E104 — FRAME INTERLOCK E121 36 GLAZING CHANNEL 1.554" 1.115" III c rn o a 0.062" N E128 �40� ANCHOR CLIP JAMB __, E124 (41) BILL COVER 1.621" 1.115" r is a t 1.115".� 2.506" �� q�- E117 14 E128A �42 -- E128B (43i VENT LOCK JAMB ANCHOR CLIP SILL ANCHOR CLIP HEAD BILL OF MATERIALS ITEM # PART # DESCRIPTION QTY. MATERIAL TYPE MANF. / SUPPLIER / REMARKS 4 E104 ALUM. FRAME INTERLOCK AS REDD. 6083-T6 EMC WINDOWS AND DOORS, LLC. 6 E106 ALUM. VENT HEAD/SILL 2 PER. PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 7 E107 ALUM. VENT JAMB 1 PER. MOVING PANEL 8063•T6 EMC WINDOWS AND DOORS, LLC. 8 E108 ALUM. LOCK EXTRUSION 2 PER. MOVING PANEL 6083-T6 EMC WINDOWS AND DOORS, LLC. 9 E110 ALUM. GLAZING CHANNEL 4 PER. PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 10 E112 ALUM. ROLLING GLAZING LEG 1 PER. FRAME 6063-T6 EMC WINDOWS AND DOORS, LLC. 11 E113 ALUM. ROLLING STANDARD FRAME SILL 1 PER. FRAME 6083-T6 EMC WINDOWS AND DOORS, LLC. 12 E115 ALUM. ROLLING FRAME HEAD 1 PER. FRAME 6063-TB EMC WINDOWS AND DOORS, LLC. 13 E116 ALUM- ROLLING FRAME JAMB 2 PER. FRAME 6063-TB EMC WINDOWS AND DOORS, LLC. 14 E117 ALUM. ROLLING VENT LOCK JAMB 1 PER. MOVING PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 16 SEAL01-1 DOW 996 BACK SILICONE AS REDD. SILICONE DOW CORNING 17 H0001 LOCK SPRING AS REDD. STEEL EMC WINDOWS AND DOORS, LLC. 20 W0019 .125 X.25 GLAZING TAPE, 2 SIDED AS REDD. TAPE FRANK LOWED 21 V0020 E708 VINYL BULB, FRAME AS REDD. VINYL FENESTRATION GLASS PRODUCTS 22 V0021 E202 VINYL BULB, GLAZING STOP AS REDD. VINYL FENESTRATION GLASS PRODUCTS 23 W0023 WOOL PILE, FRAME AS REDD. WOOL ULTRA FAB 25 H0104 SLIDER WHEEL ASSEMBLY AS REDD. - EMC WINDOWS AND DOORS, LLC. 26 H0105 WEEP COVER AS REDD. PLASTIC EMC WINDOWS AND DOORS, LLC. 36 E121 ALUM. INSULATED GLAZING CHANNEL AS REDD. 6060-T6 EMC WINDOWS AND DOORS, LLC. 39 # 8 X 1 FRAME ASSEMBLY SCREWS AS REDD. ST/ST VARIES 40 E128 ALUM. ANCHOR CLIP 1116" THICK 3" LONG 1 PER. ANCHOR 6083-T6 EMC WINDOWS AND DOORS, LLC. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• •• • • • • • •• • • • • • • • • • • • •• • • • • • • ••• r • • Tim • • • • • • • • April 1 St, 2015 • • • • • • • • • •