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WS-17-1956Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-8-17-1956 P . erom Permit Type: Windows/Shutters I Volk Classification: Window/Door Replacerr Permit Status: APPROVED Issue Date: 8/29/2017 Expiration: 02125/2018 Parcel Number Applicant 515 NE 96 Street Miami Shores, FL 33138- , 1132060171560 Block: Lot: 515 NE 96 ST LLC Owner Information Address Phone Cell 515 NE 96 ST LLC 515 NE 96 Street MIAMI SHORES FL 33138- (305)331-0432 Cfi E Contractor(s) Phone Cell Phone CLEMDEL CONSTRUCTION CORP (305)856-4715 Type of Work: 16 WINDOW & 3 DOOR REPLACEMENT No of Openings: 19 Additional Info: Classification: Residential Scanning: 6 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $9.00 $4.35 $4.35 $3.00 $290.00 $18.00 $12.00 $340.70 Available Inspections: Inspection Type: Final Window Door Attachment Review Building Review Building f4/VcEzi Pay Date Pay Type Invoice # WS-8-17-64743 08/01/2017 Credit Card 08/29/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 290.70 $ 290.70 $ 0.00 49 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: edify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonjRf. Futhermore -1 authorize the above -named contractor to do the work stated. J/ Autl%ri, Signatu e: Owner .V Applicant / Contractor / Agent August 29, 2017 Date Building Department Copy August 29, 2017 1 BUILDING PERMIT APPLICATION [BUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED AUG p „0,, lJ — FBC2014 Master Permit No.VV S 11 "" V S fr Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL JOB ADDRESS: 5 1S / &- 9 6 S City: Miami Shores County: El PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS CA Miami Dade Zip: 5 ?/ Folio/Parcel#: // - 3Za 6' -- v /7 — / 5 G cJ Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: G S Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 4 / 5 /V/E 9G7/1 '5i i/{ fT LLCPhone#: ? o S" 3 3 / v 4 3 z Address: 2 v9 > se,/ City: //-/i/ C State: / C Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: `''1 C5L- t4-^"5- Address: » .5�- 0 (tN14- £A.S7 City: ‘"11 Q %--t l State: 11— C(S�r1 G�'ON1 l4C/Cr�u State Certification or Registration #: G. �G- D 6'.363 DESIGNER: Architect/Engineer: /47,47,2 / 1 C CAA' Z 9 // ' Address: 2 /S L/jl�� , # 4 2- S Value of Work for this Permit: $ io Qualifier Name: Phot,S ti, OS3�LA.1 (41117C41647) Zip SL6, Phone#: --C 9 g6'3 -1yl Certificate of Competency #: Phone#: 95•-- 2 City: 49/1 State: Zip: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: No-4 1 w (1Z C. 1\4? Specify color of color thru tile: Submittal Fee $ 450 •• Oipno Permit Fee $ ZC1 n CCF $ 9 Scanning Fee $ 18 Radon Fee $ 4 • 3 S DBPR $ 4 • 3 S Technology Fee $ 1 Z -- Training/Education Fee $ 3 Structural Reviews $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2-CI 0 •1 l (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Ap"pli1`J .�,,�• c�ti.4 he issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in gld: J' , i t 11:*... 1.: for the first inspection which occurs seven (7) days after the building permit is issued. In t inspection will not be approve. = d a rei,,• - ti. fee will be charged. 21 e 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 commergment must be posted at the job site h posted notice, the LED Signature The fore in instrume day me or who has produced identification and who did take an oath. NOTARY PUBLIC: or AGENT was acknowledged before me this 20 1-1 , by is personally known to Sign: Print Seal: ****************************** as Signature CONTRACTOR The foregoing instrument was acknowledged before me this c2') day of , 20 /1 , by C'71 t41 0illn/kz, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: GIB-S Cj Print: ii. — — soZ3V°4e,o JIM D PAMPUN p 1 `� Notary Public - State of Florida ' � J-` Commission # GG 041934 f My Comm. Expires Jan 13. 2021 ' ''�°. t�'; Bonded throw National Notary Assn. ******************* ********* Seal: • -FA /;(1.) APPROVED BY / Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Detail by Entity Name Page 2 of 2 Detail by Entity Name Florida Limited Liability Company 515 NE 96TH STREET LLC Filing Information Document Number L17000084537 FEI/EIN Number NONE Date Filed 04/17/2017 Effective Date 04/13/2017 State FL Status ACTIVE Principal Address 185 SW 7TH STREET 3212 MIAMI, FL 33130 Mailing Address 185 SW 7TH STREET 3212 MIAMI, FL 33130 Registered Agent Name & Address GARRAMBONE, SCOT B 185 SW 7TH STREET 3212 MIAMI, FL 33130 Authorized Person(s) Detail Name & Address Title AMBR GARRAMBONE, SCOT 185 SW 7TH STREET SUITE 3212 MIAMI, FL 33130 Annual Reports No Annual Reports Filed Document Images 04/17/2017 -- Florida Limited Liability View image in PDF format Florida Department of State, Division of Corporations http://search. sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/27/2017 ti Detail by Entity Name Page 1 of 2 Florida Department of State Drvwiuii (if na official 3tute of Florida tvrbs!rg Department of State / Division of Corporations / Search Records / Detail By Document Number / DIVISION OF CORPORATIONS http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/27/2017 Miami Shores \fiiiage 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). Acknowledgement: a / // C"E-176-itLstg Qualifier/Owner Signature Date Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 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 1 0 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 day labor, part-time employees or subcontract be the only person allowed to work on yo workers' compensation insurance cov BY SIGNING ,BELOW YOU A CONTENTS.= Signature: State of Florida' County of Miami -Dade The foregoing was acknowledge before me this _ 27th day of July ers' compensation exemption and has acknowledge that he or she will not use your project. The contractor has provided an affidavit stating that he or she will et. In these circumstances, Miami Shores Village does not require verification of contractor's company for day labor, part-time employees or subcontractors. GE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS By Scot Garrambone Florida Driver Lick Notary: SEAL: ,20 17 who is personally known to me or has produced as identification. ' v PubYe 9uM al F16461 C,een9 EaqugsrOse ♦►A' EXpliri 03/20/2020 Clemdel Construction Corporation 11 Shore Drive East Miami, FL 33133 Date: July 27, 2017 State of Florida County of Miami Dade Before me this day personally appeared Clemente S Gonzalez who, being duly sworn, deposed and says: That he or she will be the only person working for Clemdel Construction Corp. on the project located at: 515 NE 96th Street Miami Shores, 33138 Contractor Signature Sworn to (or affirmed) and subscribed before me this 27th day of July 2017, by Clemente S Gonzalez. Personally know OR Produced Identification 1/ Type of Identification Produced Ft-2L J�iv�r 17 elq_714,i0 i✓ 1/1/friiicP Print Name Signature ' ,�PNY Pv'bi JIM D PAMPLJN Notary Public - State o1 Florida 305-986-3741 1305-856-4715 1 . ''1 • Commission # GG 041934 clemdel@aol.com =;��o, My Comm. Expires Jan 13. 2021 Licensed and insured cgc 047393 "° ,, Bonded through National Notary Assn. 49/55 PROJECT: SUBJECT: ADDRESS: DATE: SHEET No. OF DESIGN BY: JM ALUMINUM HANDRAIL DESIGN F.B.C. 1607.8.1.1 M= PxL/4 M= 3,600.00 LB -IN ALLOWABLE STRESS APPLY TO NONWELDED MEMBERS AND TO WELDED MEMBERS AT LOCATIONS FARTHER THAN 1.0 IN FROM A WELD. Fb = 24,000.0 PSI ROUND OR OVAL TUBES. ALUMINUM ALLOY 6061-T6, -T651,-T6510, -T6511 S= M/Fb S = 0.150 I N"3 Sx= 0.234 I N"3 USE: P = 200 LB 1 72 IN N S = 0.150 I N"3 Sx OK ALUMINUM ALLOY PIPE 1 1/4 SCH 40 Sx = 0.234 'NM Sy= 0.234 INA3 6061-T6, -T651,-T6510, -T6511 515 NE 96th St, Miami Shores, FL 33138 IENGINEER PLLC 50/55 PROJECT: SUBJECT: ADDRESS: DATE: SHEET No. OF DESIGN BY: JM ALUMINUM HANDRAIL DESIGN F.B.C. 1607.8.1 M= WxLA2/8 M= 2,700.00 LB -IN W = 50 LB/FT 14 72 IN ►� ALLOWABLE STRESS APPLY TO NONWELDED MEMBERS AND TO WELDED MEMBERS AT LOCATIONS FARTHER THAN 1.0 IN FROM A WELD. Fb = 24,000.0 PSI ROUND OR OVAL TUBES. ALUMINUM ALLOY 6061-T6, -T651,-T6510, -T6511 S= M/Fb S= 0.1131NA3 Sx = 0.234 I NA3 0.234 0.234 S = 0.113 IN^3 < Sx OK USE: ALUMINUM ALLOY PIPE 1 1/4 SCH 40 Sx = 0.234 I N^3 Sy= 0.234 INA3 6061-T6, -T651,-T6510, -T6511 515 NE 96th St, Miami Shores, FL 33138 IENGINEER PLLC 51 /55 M 0.83 in 0.83 in Dimensions Width r 1.66 in Height .,._.. _._...........1.66 in Perimeter 9.55 in Geometric Properties 0.19 in"4 0.19104 0.54in 0.54 in '0.67 in^2 ly Ix ry rx AY Sy Right, Sy Left Sx Bottom Sx Top 0.234 inA3 0.234 inn , 0.234 in^3 0.234in^3 Gentroid Y U.U. in Centroid X— ; 70.27 in Plastic Properties_ Zy" 0.324 inn Zx 0.324in^3 PNA-Y 0.03'in PNA-X -0.27 in _ Polar Properties Ip 0.39 in^4 rp 0.76 in PIPE 1-1/4 SCH 40 0.83 in 1.66 in 1.66 in Principal Properties 12 0.19 in^4 11 0.19 in/4 Ixy 2.98156e-017 in^4 Theta _ 0 deg 515 NE 96th St, Miami Shores, FL 33138 [ENGINEER PLLC 52/55 SS TAPCON DESIGN NOA 15-0226.10 (ASD) '" APPLIED TENSION = 200 LBS APPLIED SHEAR = 200 LBS SS TAPCON DESIGN NOA 15-0226.10 BY ELCO CONSTRUCTION ALLOWABLE TENSION = 294 LBS ALLOWABLE SHEAR = 305 LBS NUMBER OF TAPCON(S) = 2 TAPCON(S) APPLIED TENSION + APPLIED SHEAR < 1.0 ALLOWABLE TENSION X NO. BOLTS ALLOWABLE SHEAR X NO. BOLTS 200 + 200 0.67 < 1.0 OK 588 610 USE (2) SS TAPCON 1/4" DIA X 2" MIN. EMB. NOA 15-0226.10 BY ELCO CONSTRUCTION • 515 NE 96th St, Miami Shores, FL 33138 IENGINEER PLLC 53/55 MIAMI•D DE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Elco Construction Products, Div. of Infastech • 1304 Kerr Drive Decorah, IA 52101 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 wvvw.miamidade.gov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of • construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aggre-Gator 300 Series Stainless Steel Concrete and Masonry Anchor APPROVAL DOCUMENT: Drawing No. 14-1820, titled "Aggre-Gator Fasteners 300 Series Stainless Steel Bi-Metal Concrete & Masonry Screw", sheet 1 of 1, dated 09/09/2013, with last revision dated 09/29/2014, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each box shall bear a permanent label with the manufacturer's name or logo, city, state, model/series and following statement: "Miami -Dade County Product Control Approved or MDCPCA", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 13-0924.02 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI•DAOE COUNTY APPROVED 05/1e11O6 NOA No. 15-0226.10 Expiration Date: October 9, 2018 Approval Date: May 28, 2015 Page 1 515 NE 96th St, Miami Shores, FL 33138 IENGINEER PLLC 54/55 Elco Construction Products, Div. of Infastech NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 14-1820, titled "Aggre-Gator Fasteners 300 Series Stainless Steel Bi-Metal Concrete & Masonry Screw", sheet 1 of 1, dated 09/09/2013, with last revision dated 09/29/2014, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. i B. TESTS "Submitted under NOA # 08-0813.06" Test Report Standard Date Sienature L. 1. HETI-08-A242 ASTM E488 02/28/08 Candido F. Font, P.E. 2. HETI-08-A248 ASTM E488 02/28/08 Candido F. Font, P.E. 3. HETI-08-A236 ASTM E488 02/28/08 Candido F. Font, P.E. 4. HETI-08-A230 ASTM E488 02/28/08 Candido F. Font, P.E. 5. HETI-08-A260 ASTM E488 02/28/08 Candido F. Font, P.E. 6. HETI-08-A275 ASTM E488 03/17/08 Candido F. Font, P.E. 7. HETI-08-A277 ASTM E488 03/17/08 Candido F. Font, P.E. 8. HETI-08-A222 ASTM E488 02/28/08 Candido F. Font, P.E. 9. HETI-08-A226 ASTM E488 02/28/08 Candido F. Font, P.E. 10., HETI-08-C102A ASTM C39 03/25/08 Candido F. Font, P.E. 11. HETI-08-C101A ASTM C39 03/25/08 Candido F. Font, P.E. 12. HETI-08-C100A ASTM C39 03/25/08 Candido F. Font, P.E. 13. STTS 08001 TAS 114, App. E 05/25/08 Mark Mosbat, P.E. 14. STTS 08003 TAS 114, App. E 06/21/08 Mark Mosbat, P.E. C. CALCULATIONS "Submitted under NOA # 13-0924.02" 1. Anchor allowable load capacities calculation prepared by Engineering Express, dated 09/11/2013, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5'h edition (2014) FBC issued by Engineering Express, dated 09/29/2014, signed and sealed by Frank L. Bennardo, P.E. "Submitted under NOA # 13-0924.02" 2. Drawing No. 13-ECP-01 statement of code conformance to 2010 FBC issued by Engineering Express, dated 09/17/2013, signed and sealed by Frank L. Bennardo, P.E. 3. Statement letter of no financial interest issued by Engineering Express, dated 09/10/2013, signed and sealed by Frank L. Bennardo, P.E. 4. Distributor Agreement dated 08/11/2008. "Submitted under NOA # 08-0813.06" ws?D5 he/VIC '• Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0226.10 Expiration Date: October 9, 2018 Approval Date: May 28, 2015 E -1 515 NE 96th St, Miami Shores, FL 33138 (ENGINEER PLLC 37/55 COUNTY, DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Miami, FL 33178 SCOPE: MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315--2599 www.misrnidade.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material -fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "ECO-Guard Clipped" Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E---1 and E----2, as Well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P. E. - NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 Page 1 515 NE 96th St, Miami Shores, FL 33138 IENGINEER PLLC 38/55 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08--2192A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a clipped aluminum mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2192B and HETI-08-2166C, both dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 241 1.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08--2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC--2010 and FBC 5th Edition (2014), prepared by Al—Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E--1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 515 NE 96th St, Miami Shores, FL 33138 [ENGINEER PLLC 39/55 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC-2010 and FBC 5th Edition (2014), issued by AI--Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited Iiability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI-08-2192A, HETI-08-2192B, HETI-08-2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez, P. E. G. OTHERS 1. None. E-2 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 515 NE 96th St, Miami Shores, FL 33138 (ENGINEER PLLC 26/55 MIAMIDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www,miamidade.eov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by ohe Authority Having Jurisdiction (AHJ). •.. This NOA shall not be valid after the expiration date stated below. The Miami-Dade•Coianty Product Control • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade•€Qanty) rese4e. the right..% to have this product or material tested for quality assurance purposes. If this I ittititt or material fails to • perform in the accepted manner, the manufacturer will incur the expense of sucieenfrng and the 7st,HJ may • immediately revoke, modify, or suspend the use of such product or material within T1 eir jurisdiction. RER:' • • reserves the right to revoke this acceptance, if it is determined by Miami-Dacg (qunty Prdi: ot• Control"' Section that this product or material fails to meet the requirements of the applicable building code. • • This product is approved as described herein, and has been designed to compl; with:the Ftorida Buildipg.•:. Code_ inchtdine the High Velocity Hurricane Zone.• ••• . DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Window. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the.product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0317.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 15-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 Page 1 515 NE 96th St, Miami Shores, FL 33138 IENGINEER PLLC 27/55 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS.... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading.per $BC, T•a.202-94•. • • 2) Large Missile Impact Test per FBC, TAS Itif 921 • •• • • • 3) Cyclic Wind Pressure Loading per FBC, T•AS'(?3-94• • • • • • • 4) Forced Entry Test, per FBC 2411.3.2.1, anal. 202 ;94.. • ..• along with marked —up drawings and installation diagram of ah.alattinunt shg1t hung,. window, prepared by Fenestration Testing Laboratory, Inc., TRegt R port No.... •.:. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Bfintrm, P.E. • • • • • • • • . • • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-96 . 2) Uniform Static Air Pressure Test, Loading per 1iBC TAS 242-94 : • • • 3) Water Resistance Test, per FBC, TAS 202-94 • • 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) (Submitted under previous NOA#14-0317.01) . .. • .. •. • •.• DID :. . • 3. "lest reports on: 1) Large Missile impact Test per FBC, TAS 201- 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) E-1 Manue ere , P.E. Product Cont of Ex finer NOA No.-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 515 NE 96th St, Miami Shores, FL 33138 (ENGINEER PLLC 28/55 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by CandidQ.$. Font, .... • (Submitted under NOA#09-0312.08) ' • • •• •••• 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS• • • • 2) Cyclic Wind Pressure Loading per FBC, TA&203-94.. • . along with marked -up drawings and installation diagram of a X©X alummuo • horizontal sliding window, prepared by Hurricane Engineeriq Z'Zesting, WC, Test Report No. HETI-08-2228B, dated 01/15/09, signed and seat byCandiao . Font, P.E. • • • •• (Submitted under NOA#09-0312.08) • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS M1-914 •'•. ; • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) • E-2 • .• . • Manuel P P.E. Product Control . i finer NOA No. 15- i 728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 • • 515 NE 96th St, Miami Shores, FL 33138 (ENGINEER PLLC 29/55 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE ' 1. Miami -Dade Department of Regulatory and Economic Resources (RER)• • • • • • u • ••s• • •• • E. MATERIAL CERTIFICATIONS • • • • • • • • ••• • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Aruer, Inc. fortheir •• • • • "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring•ce42/11/16.. •. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amtritda, Inc 'for'their • •; • - • "SentryGlas® (Clear and White) Glass Interlayers" datectDtZ /15, Jae r g on 07/04/18. •• • • .• F. STATEMENTS • • • • • 1. Statement letter of conformance, complying with FBC 5th Ed Lion (2014j, and of n8 financial interest, July 8, 2015, signed and sealed by Javad Ahmad, P.E. • G. OTHER 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I.", approved on 04/10/14 and expiring on 05/27/14. • E-3 / Manuel ` z, P.E. (✓, Product Contra ambler NOA No. 5-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 • 515 NE 96th St, Miami Shores, FL 33138 (ENGINEER PLLC 18/55 COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of suet testjng and•t,e•1J m , • • immediately revoke, modify, or suspend the use of such product or material witl3isi.thelr jurisdactian. RER . • reserves the right to revoke this acceptance, if it is determined by Miami -Dace• Cpunty Produtot'Contrut..:. Section that this product or material fails to meet the requirements of the applicable•bailiding code.• This product is approved as described herein, and has been designed to comply. Witt? the Fltititlalluilding • Codeincluding the High Velocity Hurricane Zone. "" ' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy DESCRIPTION: Series "Eco-Guard 300" Aluminum Fixed Window — L.M.1L.'.. . .. .... . APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-3V Mtn Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision D dated 07/08/15: preeared bi A•l.ta,rooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade C~altlttyfroduitconirol ' Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Cotyny Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. . .'• RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT; The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION; A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0317.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DAOE COUNTY APPROVED NOA No, 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 Page l • 515 NE 96th St, Miami Shores, FL 33138 IENGINEER PLLC 19/55 Eco Window SvstemstLLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision D dated 07/08/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high F;co-Gua.ZI.k,ies 3QQ . aluminum double fixed window, prepared by Hurricane Engi cling & Ts&tinl Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and-serled by �Gomdrdo F. • • • - Font, P.E. (Submitted under NOA#09-0413.08) :... 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS • •; • ; • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94. .. ..:. along with installation diagram of a 97 1/4" wide x 96 1/8" high co-Guardseries 300• • aluminum double fixed window, prepared by Hurricane Engine"&MMlg & Testing Inc., ' Test Report No. HETI-08-2192B, dated 01/15/09, signed anti seted by Pancrido F.; • •� Font, P.E. (Submitted under NOA#09-0413.08) ' •' '• : 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1) Large Missile Impact Test per. FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No: HETI-08-2194, dated 01/15/09, signed and sealed,Candido F. Font, P.E. (Submitted under NOA#09-0413.08) E - 1 Manuel Pei r ,1' E. Product Control E er NOA No. 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 1• • • . • 1. • 515 NE 96th St, Miami Shores, FL 33138 (ENGINEER PLLC 20/55 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco-Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA1109-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15?repared by AI-Farooq CoiTFrati , si gkigrel sealed by Javad Ahmad, P.E. •.. • • .. . . • 2. Glazing complies with ASTM E1300-09 •• •• D. QUALITY ASSURANCE • .... .. . • . . .. • 1. Miami -Dade Department of Regulatory and Economic Resourc.(RER). .. ••• •• ••S$ E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amy eri ;a, Inc fcPrtteir "Butacite® PVB GIass Interlayer" dated 04/25/15, expiring.ati 12/11/16. . 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for tl>!eir "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated July 8, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. . • G. OTHER 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 04/10/14 and expiring on 06/17/19. E - 2 Manue Pe ' .E. Product Control er NOA No. 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 515 NE 96th St, Miami Shores, FL 33138 IENGINEER PLLC Consulting Engineering Services 8215 LAKE DR #B502 DORAL FL 331.66 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.iengineerollc.com; E-mail: ivan@iengineerollc.com COVER SHEET DATE: June 23, 2017 PROJECT: WINDOWS & DOORS REPLACEMENT. ADDRESS: 515 NE 96th St, Miami Shores, FL 33138 PAG E 1/ 55 .... • . • . .... • •. • ... • ... • .. . .. • . • .... .. . . .. . .... . • .. . .. . • . . . ........ . • . . • . . • .. .. . ... . This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 55. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in-house developed software. Prior to commissioning into service, the in-house developed software was thoroughly checked by performing parallel manual computations. The sign and seal provided herein are meant to cover all computation sheets pages 1 through 55. 07-1 017 iEngineer PLLC, CA 29119 Juan C. Moreno, F.L Reg. P.E # 69818 VALID ONLY FOR ONE (1) PERMIT ONLY. VALID ONLY WITH RAISED PE SEAL. -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. iEngineer Pl.i c Consulting Engineering Services 8215 LAKE DR #8502 DORAL FL 33166 Phone (954) 274-2429; Fax (786) 545-7636 Web site: www.iengineerpllc.com; E-mail: juan@ iengineerpllc.com PAGE ii/55 INDEX DESCRIPTION PALE Wind load calculation Outswing Doors NOA 15-0603.13 Fixed Window 1 & 3 NOA 15-0715.10 Window 2, 4, 5 & 6 NOA 15-0728.05 Mullion M NOA 14-0529.16 Guardrail design Tapcon design Tapcon spec's . .. .. . • .... . • .... . . .. .. • .. • • .. . . .. .. • • • .• • • 1 .. • • • •. • • •• 6 .• • • • •••• 18 • • • • .• 26: • • .. • •. • 37... .. 49 52 53 07-1 017 iEngineer PLLC, C 29119 Juan C. Moreno, F.L Reg. P.E # 69818 VALID ONLY FOR ONE (1) PERMIT ONLY. VALID ONLY WITH RAISED PE SEAL. -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. • 1/55 MECAWind Version 2.1.0.5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2017 www.mecaenterpr.ises.com Date : 6/27/2017 Company Name : Address City State File Location: 33138\WINDOWS Project No. Designed By . Description . Customer Name : • Proj Location : C:\Users\User\Documents\JOBS\PROJECTS\JORGE FERNANDES & SCOT\515 NE 96th St, Miami Shores, FL & DOORS\CALC\WIND CALC WINDOWS N DOORS.wnd • • • • Directional Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio (beta) Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at Procedure All Heights Building (Ch 27 Part 1) = 175.00 mph = II Exposure Category = C = N/A Flexible Structure = I.. = 1.00 Kd Directional Factor = 0!$L•• = 0.01 •• ••• = 9.50 Zg ..= • 900 p00•lt = 0.11 Bt r = 0.15 Bm = 0.20 1 = 0.20 Zmin = 2.79 : 12 Slope of 17.50 ft 20.00 ft Eave= 1.50 ft 2 Bldg Length Along Ridge = 60.00 ft Type Eht: Roof 1.00• = 0.65 .. . 15.•00 •Pt Roof (Theta) ••;-•; 13.t•llag of Roof •• '—'Gabled" •• Eave Height :••;•; 15.00'ft Area • = 264944064^ • • • Bldg Width Across Ridges • Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: ' 1*(Zm/33)^Epsilon Q:(1/(1+0.63*((B+Ht)/Lzrn)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzrn)) 40. flP.ft; = 15.00 ft = 0.23 = 427.06 ft = 0.92 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems = +/-0.18 • .• . • • .• • 515 NE 96th St, Miami Shores, FL 33138 (ENGINEER PLLC 2/55 • L _Lj„Jttttttt11_ - 4 - 4 - 4 - 4 - 4 - 4 -4 - 4 -4 -4 ��1 1111111�� 1- .� B z Kh: 2.01*(Ht/Zg)'(2/Alpha) Kht: Topographic Factor (Figure 6-4) Qh: .00256*(V)^2*I*Kh*Kht*Kd Cpww: Windward Wall Cp(Ref Fig 6-6) Roof Area Reduction Factor based on Roof Area MWFRS-Wall Pressures for Wind Normal to 60 Wall Leeward Wall Side Walls Wall Elev ft Cp Pressure +GCpi (psf) -0.50 -35.35 -0.70 -45.29 Kz Kzt qz Press psf +GCpi ft . .. .. • = 0.88 = 1.00 = 58.44 psf 0.80 = 2649.00 ft^2 0.80 ... . wall (Normal to Ridge) Pressure -GCpi (psf) Press -GCpi - 14.32 - 24.25 Total +/-GCpi Shear Moment Kip K-ft Windward Windward Windward Note: 1) 2) 20.00 0.90 1.00 20.00 0.90 1.00 15.00 0.85 1.00 60.10 30.35 60.10 30.35 56.57 27.95 51.39 51.39 48.99 65.70 65.70 63.30 Total = Leeward GCPi + Windward GCPi Shear and Moment are sum of forces (Leeward+Windard) Note that the shear & moment don't consider loads on Roof Location Windward - Min Cp Windward - Max Cp Leeward Perp to Ridge Overhang. Top (Windward) Overhang Top (Leeward) Overhang (Windward only) Cp +GCpi(psf) - 0.73 - 0.15 - 0.48 - 0.73 - 0.48 0.80 MWFRS-Wall Pressures for Wind Normal - 46.78 -17.97 - 34.36 -36.26 - 23.84 38.47 .00 19.71 76.68 .00 49.28 525.85 acting on Bldg walls. roof or enc. gable. - GCpi(psf) - 25.74 3.07 - 13.32 -36.26 - 23.84 38.47 to 40 ft wall (Along Ridge) . . .. • .. . • • .. . • • • 515 NE 96th St, Miami Shores, FL 33138 IENGINEER PLLC 3/55 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall Side Walls Wall - 0.40 - 0.70 - 30.39 -9.35 - 45.29 -24.25 Elev Kz Kzt qz Press Press Total Shear Moment ft psf +GCpi -GCpi +/-GCpi Kip K-ft Windward 20.00 0.90 1.00 60.10 30.35 51.39 60.74 .00 .00 Windward 20.00 0.90 1.00 60.10 30.35 51.39 60.74 12.15 30.37 Windward 15.00 0.85 1.00 56.57 27.95 48.99 58.34 47.15 323.25 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting on bldg walls. Note that the shear & moment don't consider loads on roof or end. gable. ••••• • Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) -GCpi(psf) 0.0 ft to 8.8 ft 8.8 ft to 17.5 ft 17.5 ft to 35.0 ft 35.0 ft to 60.0 ft -0.90 -55.22 - 0.90 -55.22 -0.50 -35.35 - 0.30 -25.42 -34.18 -34.18 -14.32 -4.38 • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • • •• • • • • •• • • •• • • • • • • • • • • • • • •••• • • • • ••• • 00 • • • • • • • • •• • • • • 515 NE 96th St, Miami Shores, FL 33138 IENGINEER PLLC 4/55 Date : 6/27/2017 Company Name : Address City State • MECAWind Version 2.1.0.5 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2017 www.mecaenterprises.com Project No. . Designed By . Description . Customer Name : Proj Location : File Location: C:\Users\User\Document:\JOBS\PROJECTS\JORGE FERNANDES & SCOT\515 NE 96th St, Miami Shores, FL 33138\WINDOWS & DOORS\CALC\WIND CALC WINDOWS N DOORS.wnd • • • • Roof not shown Walls '1 I I �� 3r I �3 ZI L I 7 I I I • I• I • •I • I •• • I •.•«•• -I •I_ ' . 1'••i• •••4••• 1 • • I •• v• I ••-)I ,.f .'• Gable Roof 7 :: 9 <-'_' 4 Wind Pressure on Components and Cladding (Ch 30 Part 1) Width of Pressure Coefficient Zone "a" = 4 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf OPENING < 10 SF OPENING < 10 SF 10SF<OPENING<20F 10SF<OPENING<20F OPENING > 20FT OPENING > 20FT 2.00 2.50 5.0 4 1.00 -1.10 68.95 -74.80 2.00 2.50 5.0 5 1.00 -1.40 68.95 -92.33 4.45 4.45 19.8 4 0.95 -1.05 65.89 -71.74 4.45 4.45 19.8 5 0.95 -1.30 65.89 -86.20 4.50 4.50 20.3 4 0.95 -1.05 65.79 -71.64 4.50 4.50 20.3 5 0.95 -1.29 65.79 -86.00 ••••• • • • • • •• • • • • •• . • •• • • • • • •• • • • • • • •••• • • • • • • • Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.88 Qhcc:.00256*V^2*Khcc*Kht*Kd = 58.44 psf •• • • • • • • • •• • • • • 515 NE 96th St, Miami Shores, FL 33138 (ENGINEER PLLC 5/55 WIND ZONE LRFD (+) PSF LRFD (-) PSF ASD (+) PSF ASD (-) PSF W1 5 69.00 -92.33 41.40 -55.40 W2 4 69.00 -71.64 41.40 -42.98 W3 4 69.00 -71.64 41.40 -42.98 W4 4 69.00 -71.74 41.40 -43.04 W5 5 69.00 -86.20 41;40 • • • 51.72 . 64 . • • • • •••••• •• • W6 4 69.00 -71.74 414111: • • -43.04 •.•• • •• • W7 4 69.00 -74.80 41g:::: 44 $$ •• •• '.••• W8 5 69.00 -86.00 41.40•: •: -51.60 • • • D1 5 69.00 -86.20 41.4Q i' :-51,7.2 D2 4 69.00 -71.64 41.40 -42.98 D3 5 69.00 -86.00 41.40 -51.60 up • •• • • • • . • .• • • 515 NE 96th St, Miami Shores, FL 33138 (ENGINEER PLLC 6/55 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106te Street, Medley, FL 33178 MJAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade.tov/economy SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A IJ.). ▪ This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Rroduct bvn+roSectktn' • ; • (In Miami Dade County) and/or the AHJ (:in areas other than Miami Dade County) reserve;he rig t•teltave this product or material tested for quality assurance purposes. If this product or material fails to pttform id ihd accepted • manner, the manufacturer will incur the expense of such testing and the AHJ may immttlI t&iy revoke, modify,; er • - suspend the use of such product or material within their jurisdiction. PERA reserveste•right,ta•rVV'oke acceptance, if it is determined by Miami -Dade County Product Control Section that thismal,ppt or rvate,rial fails•to:.•' meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Iile sida'Building Code, including the Hieh Velocity Hurricane Zone. • • • • DESCRIPTION; Series 600 Aluminum Outswing Doors-L.M.I. • • • • "- "'• • APPROVAL DOCUMENT: Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance boTor (L.M.L)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 . See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types Gl and G2 are limited to .090" Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. • • • • • ••••• •••. • .• LABELING: Each unit shall bear a permanent label with the manufacturers name or .logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #12-0402.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. 515 NE MIAMI-DADE COUNTY APPROVED 4, Miami Shores, FL 33138 NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 IENGINE ALC 7/55 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-9A.• • 3) Water Resistance Test, per FBC, TAS 202-94 . . • 4) Large Missile Impact Test per FBC, TAS 201-94 • • • • : • •• . • •• . • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 914:•• 6) Forced Entry Test, per FBC 2411 3.2,1, TAS 202-94,., • .. •• ••• along with marked -up drawings and installation diagram of an aluminum Otftsimiat Frerklicloor, ••• • • prepared by Hurricane Engineering & Testing, Inc., Test Report No. • • • •• • • • HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETM12tf027datea:13/16- •••. 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. • •• •••• .... Note: The above referenced test reports have been revised by an addendum :letter dated we n, 201;?,„, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael.E.611roz-Setl'a. P. E. • • • • • • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1 300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12--:1231,10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendurn letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11. and 02-21-12 approved by PERA. rshaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 E-1 515 NE 96th St, Miami Shores, FL 33138 IENGINEER PLLC O‘.) �r 0 0 J J • IJ 00 z h L i Q 1,-9, 0 w Z 1HO CO 1H 0 0 m SITE PLAN SCALE 1/16" = 1'-0" o9' oc - - • • (2I) 00'OE • w Cr) 0) CV CA 0 0 J CO �` 9 • • 0)I 'L'OC O ' Lc) 0 cc 0 I..L so CD .0'0i7 ASPHALT ROADWAY SCOPE OF WORK • WINDOWS AND DOORS REPLACEMENT AT SAME LOCATION. INDEX PAGE DESCRIPTION SD-1 SITE PLAN SD-2 FIRST FLOOR PLAN SD-3 SECOND FLOOR PLAN SD-4 WINDOWS & DOOR SCHEDULE SD-5 NOTES SD-6 DETAILS SD-7 DETAILS SD-8 DETAILS SD-9 DETAILS • SD-10 DETAILS • • • • SD-11 DETAILS • • . • • TO V J w Z FOLIO NUMBER: 11-3206-017-1560 • • • • • • • • • • • • • • • •• •• • LEGAL DESCRIPTION: • • • .. • • • • MIAMI SHORES SEC 4 AMD PB 15-14 LOTS 13 &.1,4 BLK 99 LOT SIZE 100.000 X 130 OR 19112-1273 05 V00.1 ; . .•• CLASSIFICATION OF CONSTRUCTION: TYPE IILB. • ALTERATION LEVEL: 1 •• • ••• FLORIDA BUILDING CODE, EXISTING 2014. PUBLIC WORKS NOTE ALL CONSTRUCTION AND/OR USE OF EQUIPMENT IN THE RIGHT-OF-WAY AND/OR EASEMENTS, REQUIRE A SEPARATE PUBLIC WORKS DEPARTMENT PERMIT PRIOR TO START OF CONSTRUCTION PERMIT REQUIREMENTS: PROOF OF EXISTING SIDEWALKS/SWALE AREA CONDITIONS ( PICTURES) AND/OR POSTING OF SIDEWALK/ROADWAY BONDS ( PUBLIC WORKS INSPECTION OF THE RIGHT -OF WAY WILL BE REQUIRED PRIOR TO FINAL SIGN -OFF ON THE C.C. / C.O., OR THE RELEASE OF BONDS.) 10:0V t tElIT NI am Shore,- V '27e APPPOVED ZONI BUY SUB• STA BY - `615(). DATE RECEIVED AUG 2 9 2017 • �G DEPT DEPT ECT TO COMPLIANCE WI IN ALL FEDER°L AND RECI' 3 raTE F AND COUNTY RULES -0RECOON$.IN TO SCOPE OF NARK .WY CORRECTIONS, INK MARKS, NMRE OUT OR STICK-0NS WILL VOID TNESE DRANWOS AND CALCUI.ATONS. COPYWONT IEnpX•n. THIS DOCUMENT 19 THE PROPERTY OF MOLE O AND SHALL NOT BE REPRODUCED IN MOLE OR PART WITHOUT CERTIFYING CONSENT OF THE CERTFYINO ENGINEER. REVISIONS NO. A\ DATE 08-16-2017 • d MVa • • • • • Z a w • • CD _M O ch O fn o ceg (n- o zo O _co o �, •E- Z_ m 'VALID ON Y WTH RAISE PE SEAL VALID FOR (1) PERMIT • Y 7 Juan . Moreno FL Reg P.E. # 69818 (DATE 06232017) (SCALE Ass -tom) (DESIGNED J.M. DRAWN J.M. W DRAWING NO. SD-1 SHEET 1 OF 11 REVISIONS NEW WINDOWS AND NEW EXTERIOR DOORS ARE LARGE MISSILE IMPACT RESISTANT, SHUTTERS ARE NOT REQUIRED. NOTE: PLEASE SEE PAGE SD-4 FOR WINDOWS & DOORS SCHEDULE THE RESPECTIVE N.O.A. ANCHORAGE SPACING FOR TAPCONS MUST BE USED EXIST. LOUVER TO REMAIN GARAGE A KITCHEN GAME ROOM EGRESS EXIST. TWO STORY RESIDENCE 1/3 W— FAMILY ROOM LIVING / DINING ROOM LIVING / DINING ROOM —1/3 W MASTER BATHROOM 1 EGRESS MASTER BEDROOM • • • • • • • • •• • • •• •••• •• • • • •••• • • • • • •• •• • • • • • • • • •r •• •• • •• I� COMPLIANCE WITH THE FOLLOWING GLAZING REQUIREMENTS: • GLASS DOORS MUST BE INDICATED TO BE OF CATEGORY II SAFETY GLAZING - FBC R4410.2.3.1.3.2. • GLASS PANELS ADJACENT TO DOORS (WITHIN 48") MUST BE INDICATED TO BE OF CATEGORY II SAFETY GLAZING - FBC R4410.2.4.3 (2). • GLASS IN WINDOWS ADJACENT TO TUBS AND SHOWER COMPARTMENTS MUST BE CATEGORY II SAFETY GLAZING - FBC R 4410.2.3.1.3.2. & R4410.2.6.2. II —1/3 W IV FIRST FLOOR PLAN SCALE 3/16"=1'-0" -o NO. DATE rn N•:`(0 -EE • • .0 UP /ROM r • • .1 14C :a 1415t •• -fib • C N v1�sl c 0 a0 2 • •.w • • d • 07-17 NOTE -DESIGN LIMITEDTO SCOPE OF WORK -ANY CORRECTIONS. NK MARKS. WHITEOUT OR STICK.ONS WALL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT EngreeT. THIS DOCUMENT IS THE PROPERTY OF !ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF TI-E CERTIFYING ENGINEER. •--4• •$4. • • •• FIRST FLOOR PLAN WINDOWS & DOORS iVAUD ONLY WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY Juan C. Moreno FL Reg P.E. # 69818 (DATE 06/23/2017 (SCALE AS SHOWN DESIGNED J.M. (DRAWN J.M. 0 = 0 DRAWING NO. SD-2 (SHEET 2 OF 7 NEW WINDOWS AND NEW EXTERIOR DOORS ARE LARGE MISSILE IMPACT RESISTANT, SHUTTERS ARE NOT REQUIRED. NOTE: PLEASE SEE PAGE SD-4 FOR WINDOWS & DOORS SCHEDULE THE RESPECTIVE N.O.A. ANCHORAGE SPACING FOR TAPCONS MUST BE USED EGRESS COMPLIANCE WITH THE FOLLOWING GLAZING REQUIREMENTS: • GLASS DOORS MUST BE INDICATED TO BE OF CATEGORY II SAFETY GLAZING - FBC R4410.2.3.1.3.2. • GLASS PANELS ADJACENT TO DOORS (WITHIN 48") MUST BE INDICATED TO BE OF CATEGORY II SAFETY GLAZING - FBC R4410.2.4.3 (2). • GLASS IN WINDOWS ADJACENT TO TUBS AND SHOWER COMPARTMENTS MUST BE CATEGORY II SAFETY GLAZING - FBC R 4410.2.3.1.3.2. & R4410.2.6.2. GUARD RAI L SEE PAGE SD-7 BEDROOM #1 \\_GUARDRAIL SEE PAGE SD-7 GUARDRAIL 7—SEE PAGE SD-7 BEDROOM #1 GUARDRAIL SEE PAGE r SD-7 � BATHROOM BATHROOM ® EGRESS T O7 EXIST. TWO STORY RESIDENCE SECOND FLOOR PLAN SCALE 3/16"=1'-0" L • • I • • •• • • • •• • •I • • • • • • • • •I •• • • • • I •. .• •. • • • • • • .•II -• — ••• •• •• ••• I 07-1 NOTE' -DESIGN LIMB ED TO SCOPE OF WORK -ANY CORRECTIONS, NK MARKS. WHITE OUT OR STICK.ONS WLL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT Engineer. THIS DOCUMENT IS THE PROPERTY OF ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF TFE CERTIFYING ENGINEER. REVISIONS NO. DATE 1) N B EE ••It 8 ••V �u ut • •J L w75, • J .S " d g rn ••ta3 yr ••a) ,. . W c Oga_. . •1 • • • • • •• SECOND FLOOR PLAN *VALID ONLY WITH RAISE PE SEAL VALID FOR (1) PERMIT ONLY FL Reg P.E. # 69818 (DATE D6/23/2017 (SCALE AS SHOWN) (DESIGNED J.M. (DRAWN J.M. U x v DRAWING NO. SD-3 (SHEET 3 OF 7 ) REVISIONS NO. DATE WINDOW SCHEDULE - No. DESCRIPTION MATERIAL OPENINGS AREA (SF) ZONE REQUIRED PRESSURE (PSF) NOA PROVIDE PRESSURE (PSF) NOTES WIDTH HEIGHT (+) (_) (+) (_) yO FIXED WINDOW ALUMINUM 21-1/2" 32-3/4" 4.81 PROVIDE FALSE MUNTINS 5 42.00 56.00 15-0715.10 75.00 80.00 O HORIZONTAL ROLLED ALUMINUM 74" 56-5/8" 28.50 4 42.00 43.00 15-0728.05 80.00 90.00 8 ANCHORS PER HEAD & SILL PROVIDE FALSE MUNTINS . . . ® HORIZONTAL ROLLED ALUMINUM 111" 56-5/8" 43.93 4 42.00 43.00 15-0728.05 80.00 90.00 12 ANCHORS PER HEAD & SILL. & 6 ANCHORS PER JAMS, •.; • ANCHORS AT MOUNTING STYLE ENDS. PROVIDE FALSE.11i11yN,TINS ® FIXED WINDOW ALUMINUM 38" 55" 14.51 4 42.00 43.00 15-0715.10 75.00 80.00 PROVIDE FALSE MUNTINS• .... • . FROSTED GLASS •• ® FIXED WINDOW ALUMINUM 36" 80" 19.75 15-0715.10 80.00 90.00 PROVIDE FALSE MUNTINS • • • •• •• 5 42.00 52.00 © HORIZONTAL ROLLED ALUMINUM 50-3/8" 39-3/4" 14.16 4 42.00 43.00 15-0728.05 80.00 90.00 6 ANCHORS PER HEAD & SILL • •• •• •PROVIDE FALSE MUNTINS ® HORIZONTAL ROLLED ALUMINUM 26-1/4" 35-3/8" 5.16 4 42.00 45.00 15-0728.05 80.00 90.00 4 ANCHORS PER HEAD & SILL. FROSTED GLASS . . PROVIDE FALSE MUNTINS ® HORIZONTAL ROLLED ALUMINUM 74" 52" 26.00 9 ANCHORS PER HEAD & SILL & 6 ANCHORS PER JAMB PROVIDE FALSE MUNTINS 5 42.00 52.00 15-0728.05 80.00 90.00 O MULLION ALUMINUM 54" 76" 28.50 L.M.I. TWO TAPCONS AT MULLION ENDS 5 42.00 52.00 14-0529.16 56.60 56.60 OE EXIST. REMAIN WINDOW TO BE DOOR SCHEDULE No. TYPE DESCRIPTION/REMARKS MATERIAL SIZES AREA (SF) ZONE REQUIRED PRESSURE PSF) -) NOA PROVIDE PRESSURE PSF) NOTES DOOR FRAME WIDTH HEIGHT (+) (+) -) 1Q SWING NEW DOUBLE OUTSWING DOOR ALUM. ALUM. 106" 82" 59.79 5 42.00 52.00 15-0603.13 70.00 75.00 LOCKS OPTIONAL #1 MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. PROVIDE FALSE MUNTINS © SWING NEW SINGLE OUTSWING DOOR ALUM. ALUM. 37" 81" 20.81 4 42.00 43.00 15-0603.13 70.00 75.00 LOCKS OPTIONAL #1 MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. PROVIDE FALSE MUNTINS 3Q SWING NEW SINGLE OUTSWING DOOR ALUM. ALUM. 73-1/4" 82" 21.06 5 42.00 43.00 15-0603.13 70.00 75.00 LOCKS OPTIONAL #1 MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING PROVIDE FALSE MUNTINS EXIST. DOOR TO REMAIN 07-1 NOTE -DESIGN LIMITEDTO SCOPE OF WORK -ANY CORRECTIONS. INK MARKS. WHITE OUT OR STICKONS WILL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT iEn•neer. THIS DOCUMENT 15 THE PROPERTY OF IENGNEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF TF E CERTIFYING ENGINEER. rn N � s E E zF 08 Q J V U • •• J c N LL a. pale • L W c�N+_- .W U a • • • • Et M O to t� - 0) Cl) Z Oyu o v)•E z S/AL10 ON Y NIT" RAISE PE SEAL VALID FOR (1) PERMIT ONLY FL Reg P.E. i169818 (DATE 06/23/2017 (SCALE AS SHOWN (DESIGNED J.M. (DRAWN J.M. 0 Y 0 x DRAWING NO. SD-4 (SHEET 4 OF 7 J STRUCTURAL NOTES GENERAL NOTES: ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. DESIGN LOADS: THE STRUCTURAL FRAMING WAS DESIGNED USING THE FBC 2014 & THE FOLLOWING SUPERIMPOSED LOADS. DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH ASCE 7-10. WIND EXPOSURE DESIGN WIND SPEED OCCUPANCY CATEGORY INTERNAL PRESSURE COEFFICIENT Kd =C = 175 MPH =II = +/- 0.18 = 0.85 STRUCTURAL ALUMINUM: THESE SPECIFICATIONS SHALL APPLY TO THE DESIGN OF ALUMINUM ALLOY LOAD CARRYING MEMBERS. COMPUTATIONS OF FORCES, MOMENTS, STRESSES AND DEFLECTIONS SHALL BE IN ACCORDANCE WITH ACCEPTED METHODS OF ELASTIC STRUCTURAL ANALYSIS AND ENGINEERING DESIGN. ALL ELEMENTS SHALL BE ALUMINUM ALLOY 6061-T6 UNLESS NOTICE OTHERWISE. ALL WELDS TO COMPLY WITH A.W.S CODE (LATEST EDITION) COVER WELDS WITH CORROSION RESISTANT COATING. STRUCTURES ARE DESIGN IN ACCORDANCE WITH THE FOLLOWING CODES: ALUMINUM DESIGN MANUAL. ALL FRAMES HAVE BEEN DESIGN USING RATIONAL ANALYSIS ALL CONNECTION SHALL BE FULL WELDED (U.O.N.), WITH THE STRUCTURAL ALUMINUM ALLOY FILLET WELD: 5356: UNLESS NOTICE OTHERWISE. ALL WELDING OF STRUCTURAL ALUMINUM MEMBER SHALL BE PERFORMED BY CERTIFIED WELDERS. ALL FASTENER SHALL BE SS SELF DRILLING FASTENERS BY ITW-BUILDEX. ALL ANCHOR TAPCON SHALL BE SS TAPCONS ANCHOR WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF -THE -NUT METHOD. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE SHALL BE PROTECTED WITH ALKALI -RESISTANT COATING, SUCH AS HEAVY BODIED BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER ACCORDING TO FLORIDA BUILDING CODE EDITION 2014. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL BE PROTECTED AS FOLLOWS: 1. PAINTING THE DISSIMILAR METAL WITH A PRIME COAT OF ZINC -CHROMATE PRIMER OR OTHER SUITABLE PRIMER, FOLLOWED BY ONE OR TWO COATS OF ALUMINUM METAL -AND -MASONRY PAINT OR OTHER SUITABLE PROTECTIVE COATING, EXCLUDING THOSE CONTAINING LEAD PIGMENTATION. 2. PAINTING THE DISSIMILAR METAL WITH A COATING OF A HEAVY -BODIED BITUMINOUS PAINT. 3. PLACING A GOOD QUALITY CAULKING MATERIAL BETWEEN THE ALUMINUM AND THE DISSIMILAR METAL. 4. APPLYING A NONABSORPTIVE TAPE OR GASKET. 5. HOT -DIP GALVANIZING OR ZINC -PLATING STEEL MEMBERS AFTER FABRICATION. DESIGN LOADS FOR GUARDRAIL 1607.8 LOADS ON HANDRAILS, GUARDS, GRAB BARS, SEATS AND VEHICLE BARRIERS. HANDRAILS, GUARDS, GRAB BARS, ACCESSIBLE SEATS, ACCESSIBLE BENCHES AND VEHICLE BARRIERS SHALL BE DESIGNED AND CONSTRUCTED TO THE STRUCTURAL LOADING CONDITIONS SET FORTH IN THIS SECTION. 1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF) (0.73 KN/M) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. GLASS HANDRAIL ASSEMBLIES AND GUARDS SHALL ALSO COMPLY WITH SECTION 2407. EXCEPTIONS: 1. FOR ONE- AND TWO-FAMILY DWELLINGS, ONLY THE SINGLE CONCENTRATED LOAD REQUIRED BY SECTION 1607.8.1.1 SHALL BE APPLIED. 2. IN GROUP 1-3, F, H AND S OCCUPANCIES, FOR AREAS THAT ARE NOT ACCESSIBLE TO THE GENERAL PUBLIC AND THAT HAVE AN OCCUPANT LOAD LESS THAN 50, THE MINIMUM LOAD SHALL BE 20 POUNDS PER FOOT (0.29 KN/M). 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND GUARDS SHALL ALSO BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 POUNDS (0.89 KN) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. 1607.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS (0.22 KN) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ARCHITECTURAL NOTES: THE CONTRACTOR SHALL INSPECT ALL EXISTING CONDITIONS, VERIFY ALL ON SITE DIMENSIONS, EQUIPMENT AND BUILDING PLANS SHOULD BE REVIEWED TO ASSESS THE ENTIRE SCOPE OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL OTHER TRADES INCLUDING THE EXISTING STRUCTURAL ELEMENTS OF THE BUILDING THE CONTRACTOR SHALL PROVIDE ALL ELEMEN.T.S. OF THE SYSTEMS AS INTENDED BY THE DESIGN TO RESULT IN COMPLETE AND WORKABLE SYSTEMS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES, SAFETY STANDARDS AND GOVERNING ORDINANCES. ALL FINISH MATERIALS COSIGN FOR THIS SPACE WILL BE DETERMINED BY CHOICE OF OTHERS. ALL FURNITURE AND BUILT-INS NOT IN CONTRACT. CONTRACTOR TO COORDINATE SIZE AND LOCATION OF ANY BLOCKING REQUIRED (2"X4" MIN.) FOR MOUNTING REQUIREMENTS. ALL CONSTRUCTION SHALL CONFORM TO ALL CODE REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM PROJECT SITE. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR EXACT LOCATION OF OPENINGS, FIXTURES, EQUIPMENT, ETC. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH PROGRESS OF THE CONSTRUCTION. REQUIRED INSURANCE SHALL BE PROVIDED BY CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB PRIOR TO BEGINNING CONSTRUCTION. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWINGS. 1. 2. 3. 4. 5. 6. 7. 8. GENERAL DEMOLITION NOTES: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AFFECTING THE PRELIMINARY DEMOLITION; WHETHER SHOWN OR NOT SHOWN, ITEMS MAY HAVE TO BE RELOCATED AND/OR TEMPORARILY SUSPENDED, SUPPORTED, OR REMOVED AS REQUIRED FOR PURPOSES OF DESIGN DISCOVERY. GENERAL CONTRACTOR SHALL COORDINATE PRELIMINARY DEMOLITION OPERATIONS WITH ALL OTHER REQUIRED SUB -CONTRACTORS AND RESPECTIVE TRADES WHERE APPLICABLE. ALL DEMOLITION WORK SHALL BE CONDUCTED• • UNDER CONTROLLED CONDITIONS. • REMOVE ALL FIXTURES AND: ELEGTRICAL• • DEVICES AS INDICATED ON •PLAN. (Ie• APPLY) • COORDINATE ANY SHUTDOWN*WtAISTING SERVICES AND EQUIPMENT 1:4 PAT WING IN• USE WITH OWNERS' REPR . !"JTATIVt. PROVIDE ADEQUATE NOTICVAIVU MAI4E • PROVISIONS TO MINIMIZE IMF/ACfi•TO ANY" NEIGHBORING UNITS OR TENAVr&•• REMOVE ALL CONDUIT AND WIRE BACK T©• NEAREST UPSTREAM DEVICE REMAINING IN • SERVICE. WHERE DEMOLITION WORK AFFECTS ELECTRICAL SERVICE TO DOWNSTREAM DEVICES TO REMAIN; EXTEND CONDUIT AND WIRE AS REQUIRED TO MAINTAIN ELECTRICAL SERVICE.(YF APPLY DISPOSE OF ALL MATERIALS OFF SITE, ALL MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL STATE AND LOCAL REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISCARDING OF ALL DEMOLITION WASTE INCLUDING ANY UNFORESEEN ITEMS WITHIN THE SCOPE OF THE PROJECT. CARE SHOULD BE EXERCISED DURING DEMOLITION TO HAVE THE LEAST IMPACT ON THE CONDUIT OF EXISTING DEVICES. WHERE FEASIBLE EXISTING CONDUIT SHOULD BE LEFT INTACT AND TEMPORARILY SUPPORTED UNTIL THE DESIGN INTENT CAN ESTABLISH THE DESIRED RELOCATION AND/OR REMOVAL. SERVICE IN SUCH CASES NEEDS TO BE INTERRUPTED. CARE SHOULD BE EXERCISED TO PROTECT ALL EXISTING FINISHED SURFACES AND APPLIANCES DURING DEMOLITION. E1 CONTRACTOR IS EXPECTED TO PROTEOT FROM DUST AND DEBRIS ALL EXISTING APPLIANCES THROUGHOUT THE UNIT, INCLUSIVE OF , PLUMBING FIXTURES, CABINETRY, KITCHEN APPLIANCES, ETC. NOTE- -DESIGN LIMITED TO SCOPE OF `WORK -ANY CORRECTIONS. INK MARKS. `WHITE OUT OR STICK.ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT Enginee, THIS DOCUMENT IS THE PROPERTY OF IENGNEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF TEE CERTIFYING ENGINEER REVISIONS NO. DATE • • •• • • •. w F- 0 z • • • 'VALID ONLY WITH RAISE PE SEAL. VALID FOR (1) PERMIT ONLY FL Reg P.E. P 69818 DATE 06/23/2017 (SCALE AS SHOWN (DESIGNED J.M. ) (DRAWN J.M. 0 0 DRAWING NO. SD-5 (SHEET 5 OF 7 ) REVISIONS SAFETY / EGRESS DOOR NOTES - NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE SHALL BE LESS THAN 32" WIDE, EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE, UNLESS A LARGER DOOR OPENING IS REQUIRED TO SATISFY THE REQUIREMENTS OF SECTION 515 -OF THE F.B.C. 2014. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN A EMERGENCY. DOORS MAY BE SWINGING OR SLIDING, AND ARE EXEMPT FROM THE REQUIREMENTS OF SECTION 21-2.4.3 AND 21-2.4.4 OF THE 2007 ED. OF NFPA. 101 NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT EGRESS OR WHICH CAN NOT BE EASILY ENGAGED SHALL BE PROHIBITED CM 2 st • AREA OF CLEAR OPENING EGRESS WINDOW NOTES: 5.7 SQ. FT. (MIN.) 5.7 SQ. FT. (MIN.) z O JI LL N t) z Cr) • 20" (MIN.) (INSIDE LOOKING OUT) AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 IN. (50.8 CM) IN WIDTH, 24 IN. (61 CM) IN HEIGHT, AND 5.7 SQ. FT. (0.53) IN AREA. THE BOTTOM OF THE OPENING SHALL BE NO MORE THAN 44 IN. (112 CM) ABOVE THE FLOOR.. AS PER N.F.P.A. 101 SECT. 22-2.2.3 (C) SAFEGUARDS: OPERABLE WINDOWS SHALL BE PROTECTED A FOLLOWS: WHERE THERE IS DROP OF MORE THAN 4'-0" ON THE FAR SIDE OF SUCH WINDOWS AND THE SILL IS LESS THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED TO PREVENT THE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN AS PER SECT. 3508.3 (E) (1) (APPLICABLE IN 2nd. FLOOR WINDOWS ONLY) kTOP OF FIN. FLOOR %I\ REFER TO ARCH. PLANS • • • • • •• • • •• • •� •••• •• • • • • • • • • • • •• •• • .• • • • • • • • •• • :• • •• • •• NOTE. -DESIGN LIMITED TO SCOPE OF WORK .ANY CORRECTIONS, INK MARKS, WAITE OUT OR STK:K-0NS WILL VOID THESE ORALWNGS AND CALCULATIONS. COPYRIGHT !Engineer. THIS DOCUMENT IS THE PROPERTY OF (ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WTHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. NO. DATE 08-16-2017 EDP • •• •• • • • • VALID ONLY WITH RAISE PE SEAL VALID FOR (1) PERMIT . NLY Juan . Moreno FL Reg '.E. # 69818 (DATE 0623/2017 ) (SCALE AS SHOWN) DESIGNED J.M. (DRAWN J.M. WL C1 S u• DRAWING NO. SD-6 (SHEET 6 OF 11 ) "REVISIONS NO. DATE • WINDOW (BEHIND) IS NOT SHOWN FOR CLARITY <8> SEE DETAIL SEE DETAIL 2/SD-7 2/SD-7 - ALUM. PIPE 1-1/4 SCH 40 / jFF // GUARDRAIL ELEVATION 1/SD-7 zgr LL� CV -J J_ C SCALE 3/4"=1'-0" ALUM. PLATE 1-3/4" X 6" X 1/4" W/(2) SS TAPCON 1/4" DIA. X 2" MIN. EMB. INTO CONCRETE SUBSTRATE COUNTER SUNK HEAD INTERIOR FF EDGE DIST kt / / / / / / 1" MIN. WINDOW : .•. FRAMING •• • ALUM. PIPE 1 1/4 SCH40 (AT 42") OUT DETAIL 2/SD-7 SCALE: N.T.S. • • • •• •• •• •• •••• •• • • • • • • • • • • • .... • • . • • • • • •. .• • • • • •• • • • • • • • • 07-1 NOTE -DESIGN LIMITED TO SCOPE OF WORK -ANY CORRECTIONS. INK MARKS, WHITE OUT OR STICKONS WILL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT Engineer. THIS DOCUMENT IS THE PROPERTY OF ENGNEER AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF TFE CERTIFYING ENGINEER. N-EE ••(, •. 9 N • `7.1 C (4LL C •mow qi g . 1 .15 ••c 0 iii••. • L1J U a • • • ••• • •• •• • • C' M_ O _ co O ()CI a _c *5 0) 0 • w`o0 z� O u-) O Z7, •E z `IAUD ONLY WITH RAISE PE SEAL VALID FOR (I) PERMIT ONLY (DATE 06/23/2017 (SCALE AS SHOWN DESIGNED J.M. DRAWN J.M. 0 Y W x 0 DRAWING N0. SD-7 (SHEET 7 OF 7 CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 1/4" MAX. SHIM REVISIONS N0. DATE 8 16' MIN. THROW BOLT PENETRATION 2 w 3 1/2" MIN. THROW BOLT PENETRATION EDGE DIST. a 0 00 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a GLAZING OPTIONS SEE SHEET 1 •• . TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DETAIL 1/SD-8 SCALE N.T.S r EXTERIOR O.L.O. 37" MAX. LEAF WIDTH 39 3/4' MAX. ✓ " • 18Y WOOD BUCK SINGLE DOOR FRAME WIDTH DETAIL 2/SD-8 SCALE N.T.S 2 POINT LOCK ASSEMBLY EXTERIOR LOCK OPTION # 1 DETAIL 3/SD-8 SCALE 1/4" MAX.• . SHIM .' TYPICAL ANCHORS SEE ELEV:'' • FOR SPACING w 4 N.T.S • • . v. TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION 4 POINT LOCK ASSEMBLY INACTIVE LEAF DOOR DETAILS ITEM /I 1 2 3 4 4A 5 6 7 7A 8 9 10 11 12 13 13A 14 14A 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PART I E601 E602 E603 E604 E626 E605 E606 E607 E625 E608 E609 E610 E811 E612 E613 E613 E614 E109 E615 E616 E613 FD-107 F81202 REQD. DESCRIPTION FBR914SS #12 SMS #12 X 3/4" W11323 E20618-KN-3020 E206 E622 DLO RC DLO1WB DOOR FRAME HEAD/SILL FRAME COVER DOOR FRAME JAMB SIDELITE TOP & BOTTOM FRAME SIDELRE 9' BOTTOM FRAME - SIDELITE FRAME JAMB SIDELTE SLIP ON JAMB LEAF TOP & BOTTOM RAIL LEAF 9" BOTTOM RAIL LEAF WSTRIP ADAPTER LEAF HINGE STILE LEAF LOCK STILE - LEAF ASTRAGAL STILE LEAF ALIGNMENT BRACKET LEAF CLAMP AS REGD. 3/ LEAF AS REOD. HINGE BACK-UP PLATE GLAZING BEAD (5/16' LAM. GLASS) GLAZING BEAD (7/16" LAM. GLASS) GLAZING BEAD (INSUL. GLASS) SNAP COVER BOLT SUPPORT SIDELITE MULLION REINFORCING BUTT HINGES FLUSH BOLT LEVER CONCEALED FLUSH BOLT ROD FRAME ASSEMBLY SCREWS HINGE INSTAUATION FASTENERS 3/8" DIA. THREADED ROD PILE W STRIPPING BULB W'STRIPPING GLAZING BEAD BULB GLASS SPACER FLUSH BOLT CUP BLACK BOLT SUPPORT BLOCK WHITE BOLT SUPPORT BLOCK MATERIAL 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-76 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 MANF./SUPPLIER/REMARKS 6063-T6 6063-T6 6063-T8 6063-T6 6063-T6 6063-T6 6063-T6 ALUMINUM ST STEEL STEEL WOOL SANTOPRENE SANTOPRENE 4-1/4" LONG 12" LONG NOT SHOWN SULUVAN & SULLIVAN & SULUVAN & FH SMS ULTRAFA9 EPOM ULTRAFAB • • • • •. •• • • • • • • • • • • • ASSOC. ASSOC. • • ASSOC. •• •• • .. • • • • • • • •• • SILICONE FRANK LOWE RUBBER CO. NYLON - POLYETHYLENE INTERLOCK POLYETHYLENE ACME PLASTIC ell • • ••• •• • •e •• • B • 4 • • C• • • •.1 • •• r 33 #10 X 3/4' 34 - 35 CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE D.L.O. LEAF WIDTH 2/ ADAPTER FH SELF DRILUNG SCREWS 2/ UTE SETTING BLOCK, 1/4" X 1/2" X 4" LONG 2/ UTE SETTING BLOCK, 1/4" X 3/4" X 4" LONG DOOR DETAILS CONCEALED FLUSH BOLTS LEVERS AT STILE FACE crt ,, LOCK OPTION /y DETAIL 4/SD-8 SCALE N.T.S EXTERIOR D.L.O. LEAF WIDTH EPOM EPOM AT 6' FROM EACH END, DUROMETER 80t5 AT 6" FROM EACH ENO, DUROMETER 60t5 • NOTE. -DESIGN LIMITED TO SCOPE OF WORK -ANY CORRECTIONS. INK MARKS. WARE OUT OR sTiCK-0NS MALL VOID THESE °PAIMNOR AND CALCULATIONS. COPYRIGHTIEry.4.,. THIS DOCUMENT IS THE PROPERTY OF IENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. A\ 08-16-2017 W 615 firm; 0 Epg as dztLA •• • • •• • • • • • • Juan C. Moreno FL Reg P.E. # 69818 (DATE 06/23/2017 ) SCALE AS SHOWN) DESIGNED J.M. ) (DRAWN J.M. ) W a DRAWING NO. SD-8. SHEET 8 of 11 ) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • DETAIL 1/SD-9 SCALE N.T.S GiAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4. MAX. SHIM ."7". #12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. EXTERIOR SIDELTTE WIDTH REINFORCING AS READ, SEE SHEET 3 16 D.L.O. LEAF WIDTH MAX. UNIT FRAME WIDTH 39 3/4. (SINGLE) 76" (DOUBLE) MAX. ODOR FRAME WIDTH DETAIL 2/SD-9 SCALE N.T.S SIDELITES DETAILS •• •• •• ••• • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • ••• •• •• • • • • • • •. • • • • • • • •• • • • NOTE -DESIGN LIMITED TO SCOPE OF WORK -ANY CORRECTIONS, INK MARKS, WHITEOUT OR STIC K•ONS WILL VOID THESE DRAWN3O AND CALCULATIONS. COPYRIGNT tEngln•in. TNS DOCUMENT IS THE PROPERTY OF (ENGINEER AND SHALL NOT BE REPRODUCED IN IANOLE OR PART WITHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. REVISIONS NO. DATE 08-16-2017 • •• • • •• • • • VALID ON YWTH RA EPE SEAL VALID FOR (I) IT ONLY Juan Moreno FL Reg P.E.#69818 (DATE 06/232017 ) (SCALE AS SHOWN) (DESIGNED J.M. ) (DRAWN J.M. ) 8 U DRAWING NO. SD-9 SHEET 9 OF 11 ) 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING FIXED WINDOW DETAILS DATE DWG ri • V . el•A : 4 a• a �• • • • 4 a ? • .1 Qi 0 I I 1! :1 O 71 a z_ Q • 4• . DETAIL 1/SD-10 SCALE N.T.S y • a •. TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM / PART / RBQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063—T6 — 2 FY302 AS READ. GLAZING BEAD— 7/16" CLASS 6063—T6 — 3 FY303 AS READ. ANCHOR COVER 6083—T5 — 4 E203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB-50 1 GLASS SPACER — 1/8' HIGH SIUCONE FRANK LOWE 6 /10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 — FLUSH FRAME ADAPTER 6063—T6 OPTIONAL 8 — _ 2/ UTE SETTING BLOCK EPDM DUROMETER 85t5 SHORE A EXTERIOR D.L OPG. WINDOW WIDTH 1/4" MAX. SHIMS a v' TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y WOOD BUCKS DETAIL 2/SD-10 SCALE MIAMI—DADE COUNTY APPROVED MULUON SEE SEPARATE NOA WINDOW WIDTH N.T.S TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH DETAIL 3/SD-10 SCALE N.T.S • • • • • •• • . • • • • • • • • • • • • •• •• • • • • • • • • • • •• • •• ••• •• • •. •• • • • • • • • 1 • • • • ••• NOTE -DEMON UNITED TO SCOPE OF WORK .ANY CORRECTIONS. INK MARKS. WMTE OUT OR STICKONS WALL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHT IEno .,. THIS DOCUMENT IS THE PROPERTY OF (ENGINEER AND SHALL NOT SE REPRODUCED IN WHOLE OR PARTWATNOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. • • 1• • • •• • • • • 'VALID ON Y WITH RAISE EAL VALID FOR 1) PER .NLY Juan 1"Moreno FL Reg P.E. # 69818 (DATE 06/23/2917 SCALE AS SHOWN (DESIGNED J.M. DRAWN J.M. c W a DRAWING NO. SD-10 (SHEET 10 OF 11 REVISIONS N0, DATE a 1BY W000 BUCK • d A• TYPICAL ANCHORS SEE ELEV. FOR SPACING • EDGE,. DIST: • n 0 a F PC 95th D d . AA . TYPICAL ANCHORS SEE ELEV. FOR SPACING DETAIL 1/SD-11 SCALE N.T.S to MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREEN OPT. WINDOW WIDTH STEEL REINFORCING AS ROD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH XO LAYOUT VENT WIDTH DETAIL 2/SD-11 SCALE DETAIL 3/SD-11 SCALE N.T.S N.T.S 1/4" MAX. 1BY W000 BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 1/4" WINDOW HORIZONTAL ROLLER DETAILS ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME SILL 6063-T6 - 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY205 AS REQD. MOV. FRAME JAMB 6063-T6 - 5 FY101 AS READ. AXED FRAME JAMB 6063-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - • I 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 _ - • • •1 8 FY206 1/ VENT JAMB STILE 6063-T6 - • • • •I 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - •I 10 FY108 AS REQD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 10A FY110 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - • • • • • • 11 — AS REQD. REINFORCING BAR STEEL - • • • • • 12 - AS READ. REINFORCING BAR STEEL - • • • • 13 FY204 AS RTEQD. ADD -ON SILL RISER 6063-76 • USE AS ROOD! • • I 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - • • • 15 FY209 2/ VENT ROLLER BRASS - • • • • 16 FY210 2/ VENT ROLLER PIN ST. STEEL • - • • • • • • 17 ff8 X 1" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS • • • • • • 18 118 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS READ. FIN SEAL WSTRIPPING - ULTRAFAB 20 Q300T190 AS READ. BULB SEAL Q-LON SCHLEGEL 21 E207 AS READ. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65t5 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB. DUROMETER 65t5 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLNAN & ASSOC. 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL 0H SMS 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 29 - 2/ UTE SETTING BLOCK EPOM DUROMETER 80t5 SHORE A STEEL REINFORCING AS READ. SEE SHEET 2 FOR CAPACITY DETAIL 4/SD-11 WII` SCALE N.T.S 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING NOTE' -DESIGN OARED TO SCOPE OF ORK -ANY CORRECTIONS. INK HARKS, YA1NE OUT OR STICKCNS YMLL VOID THESE DRAWINGS AND CALCULATIONS. COPYRIGHTIEAShwr. THIS Doeu..NT IS THE PROPERTY Of !ENGINEER AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WTHOUT WRITTEN CONSENT OF THE CERTIFYING ENGINEER. 08-16-2017 EN dal n .•• i •• • • • • • • VALID ON Y WITH RAISE P VALID FOR (1) - - .IT • LY Juan C. • = no FL Reg P.E. # 69818 DATE 06232017 (SCALE AS SHOWN) DESIGNED J.M. ) DRAWN J.M. W tr3 DRAWING N0. SD-11 SHEET 11 OF 11 ) 8/55 SERIES 600 ALUMINUM OUTSWING ENTRANCE D0013 SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF 000RS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 515 NE 9Gth St, Miami 01. s, FL 33488 1/8" HEAT STREN'D. GLASS .090" Interloyer Butocite PVB By 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE • DOW CORNING 899 GLASS TYPE 'G1' z co 0) 0) 0) -1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer Saflex Clear And Color Gtoss By 'Eastmon Chemicol Co.' 1/8" HEAT STREN'D. GLASS i1! 3/16" HEAT STREN'D. GLASS .090" Interloyer Butocite PVC) By 'Kuroroy Americo, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 \� it GLASS TYPE 'G2' _SILICONE DOW CORNING 899 GLASS TYPE G3" SETTING BLOCKS AT LAM. GLASS • READ. FOR WIDTHS EXCEEDING 36" OnIAL NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS _ST. STEEL METAL SPACER --SILICONE SETT NG BLOCKS AT INSUL, LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 4.2015 •••1 ••• ••4 • ••I f I o O Q W ✓ g eI m pa< o • la -N4 Ib• Z�-1614/ •• • u. •• • : • • •• • • • 4 • • 4 •• 1PRO1?UC r REVISED r ecooptxleg wily 4kc Florida Acceptor* Nt �s-�Lo3.13 Eaperrtiou DrltptArt Zaj 2a jq NNW PA* ?indict Centroi • w z • • •• U • • NQ J • • • U) • ••••? hi w •'_ N Sao m M rn 00�� O v r- O w rA c 0 c O 0 0 P. 0) 0 '0 b 0 N 0 V) csi 0 0 M 14 c drawing no. W12-08 � • • • • • • • � • • • • (het ER PLLC • 9/55 0 w ROO CO rn 5" MAX. HEAD/SILL CORNERS 39 3/4" MAX. FRAME WIDTH 12" MAX. HEAD SILL w 0 0 0 \ / ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED I I LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION 26 15/16" D.L. OPG. 37" MAX. LEAF WIDTH (X) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR OIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 39-3/4" 37" 98" 70.0 75.0 ro cc) 76" MAX. FRAME WIDTH HEAD do SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. 5" MAX. HEAD/SILL CORNERS 12" MAX. HEAD SILL FRAME HEIGHT 96 3/8" - \� / — -w _ I / I / \ \ LOCK OPTIQNS #1 0R #2 \ r(0P110N2 SI WN) SHEET 7. FOR DESCRIPTION // // / / / / / / / , 1/ LEAF HEIGHT 86 7/8" D.L OPG. �- / / __ \ \ \ ___ / �SEE 4y \ i ®J I _^__ I rr i i 1 ___ \ I\ ;\ / INACTIVE ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 15/16" D.L. OPG. (XX) 26 15/16" O.L. OPG. 37" MAX. LEAF WIDTH DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 76" 37" 98' 70.0 75.0 GLASS D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT — 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH — 12.813" 01.0. WIDTH (XX DOORS) = (FRAME WIDTH — 22.125")/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 5" MAX. HEAD/SILL. CORNERS 37 3/16" MAX. FRAME WIDTH- 12" MAX. HEAD SILL SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 32 3/4" D.L. OPG. (0) Z 1 • It IX 0 o o,Qa � o •••..1 6 '1 ••• lit •••w. Q•••• N • '> • 4 STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY Engr: JAVAD AHMAD CIVIL FLA. PE iil 70592 C.A.N. 3538 io • • • 4 • • .. �0 0 PRODUC 1' REVISED as coasplylno with the FIorMr is"'°z Cale t Aeeepte No--�s^o6p3"3� ! > 4r.1Mn Date 1 •• • • • • • •e _:• • • 00 pip • s. w• • ,9, celLi 1—cf)co • r; 0 0 PO to r-7 Z • Li `o 3ZyCO Wcn 1 N C 0 N 0 n 0 N 0) '0 2 X 0 0 w a a a v 0 0 c A I0fi.26.12 0 0 C 109.02.15 i 0 d 0 N N drawing no. W12-08 (sheet � • • • • • • � • • IWR PLLC • 515 Ne 06th Et, Miami-6hoFcs, FL-231 8 10/55 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDEUTE SIO ELITE WITHOUT FRAME WIDTH FRAME . HEIGHT REINFORCING INCHES INCHES EXT.(+) INT.(-) 24 70.0 75.0 30 70.0 75.0 36 82 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 70.0 75.0 36 86 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 92 69.8 69.8 36 64.1 64.1 37 63.3 63.3 24 63.3 63.3 30 98 57.8 57.8 36 53,1 53.1 37 52.4 52.4 SINGLE SIDEUTE WIDTH DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BFLOW) SIDELITE FRAME WIDTH INCH SIDEUTE FRAME HEIGHT WITHOUT REINFORCING WITH REINFORCING - EXT.(+) 70.0 INT.(-) 75.0 24 82 70.0 75.0 30 36 37 42 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 63,3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 70,0 75.0 SIDELITE WIDTH REINFORCING AS READ. SEE CHART 39-3/4" MAX. (SINGLE) 76'' MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) m FRAME WIDTH - 4.438" FRAME HEIGHT 148" MAX. 5" MAX. HEAD/SILL CORNERS 3" TYP. • co 0 a 0 6 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED )( ----JL_.___ r 32 3/4" D.L. OPG. SIDEUTE FRAME WIDTH MAX: CLUSTER OF (4) ANCHORS AT HEAD/SILL 26 15/16" D.L. OPG, TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. 12" MAX. HEAD SILL ID 00 / LOCK 0PIi0P S #1 OR/12 (OPTON 1 SHOWN) SE- SHEET ; .1 F0 DESCRIFTION ACTIVE 26 15/16" D.L. OPG. 37" LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) • • .• •••4 •••4 ••.1 m4 i $ � • • • SEE CHART AT LEFT DOOR FRAME WIDTH (OXXO) I PR011Utf REVISED a$ complying wick the Flort/a b..kN q Code Aeeeptaacc No________ 0 CI• • tB>kpIia 1,n Do*t MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr•. JAVAD AHMAO CIVIL F PE f 70592 A.N. 3538 04, 2.015 COMP-ANL\W12-08EC •• • • • ••• • UPDATED TO 2D14 0 0 m 0 0 W S 0 U r drawing no. W12-08 sheetl>j R PLLC 515 N 11/55 9/16" MIN. THROW BOLT PENETRATION 0 w s w 00 EDGE DIST. i•s o 1/2" MIN. ` THROW BOLT PENETRATION EDGE DIST. TYPICAL ANCHORS —SEE ELEVATIONS FOR SPACING SHIM SPACE GLAZING OPTIONS SEE SHEET 1 0) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • EDGE DIST. PROPERLY SECURED 1BY WOOD BUCK EDGE DIST. pc W SHIM SPACE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING O f 8 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" OIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 'I -1 /4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MINI. W000 AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c ra 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. a: O w W r1 MIAMI—DADE COUNTY APPROVED CLIPPED MULLION ISEE SEPARATE N9A L EDGE DIST. METAL STRUCTURE SHIM SPACE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 w Engr: JAVAD AHMAD CML F * PE R 70592 N. 3538 ; ' TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • 1 •• •.•. •.• ••• ▪ 0,441 •• • • r• • • • • • • • 410 PRODUC f REVISED et mai plying the Flurk%% bodkiAettpliace No 15-060;•13. Expiration IDa(t -a.14.121 �� ewiel Control DOOR DETAILS w U •• co N 3 a 0 0 • • ) • •• • • •• 6. •. J• • a J ••••? • �n (n • •LO •••••,•, T" .•• } W jn ao ,pM O o') Z 3� 0 .4. O TuJd w a: a) m N I) 0 r-. 8 0 0. 0 fn v a C 0 1 0 0 Tri to U N O 0 N 0 C U data: 02— t 3-12 1 drawing no. W12-08 sheet Iflifll@Fi •• • • • • • • • • •• • • • • 515 NE.-9Gth St, Mia1ni 3Pleres, ("L 33138 FR PLLC 12/55 515 NE 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING w 0 0 w METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX.. 16 24 ACTIVE LEAF SHIM TYPICAL ANCHORS SEE ELEV:". • FOR SPACING 23 CONCEALED FLUSH BOLTS LEVERS AT STILE FACE EXTERIOR O.L.O. 37" MAX. 1 /4" MAX. Sill M LEAF WIDTH 39 3/4" MAX. c5 INACTIVE LEAF SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE 1BY . WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING P. LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED. FLUSH BOLTS LEVERS AT STILE FACE 26 r D.L.O. LEAF WIDTH LOCK OPTION 02 L� 1I EXTERIOR 1/4" MAX. SHIM ACTIVE LEAF r D.L.O. LEAF WIDTH 76" MAX. 96th St,-AAiami St earFL331.38 DOUBLE DOOR FRAME WIDTH 2 POINT LOCK ASSEMBLY• 4 POINT LOCK ASSEMBLY DOOR DETAILS Engr: JAVAO AHMAD CML FLA. PE f 70592 A.N. 3538 201ri • • • • • • • ••• • ••• • •• • •••• • • • 2BY WOOD 74... WOOD STR.URF EE NOTE HEEf 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING m z g 0pa pi ;0 G W � a�Wo o 0100 0 < 9 S4 11`?Liq .Q6 • • •• ) • • • • •• •� U• ••o .� J• . in cc J •.••v? .g • 21 .• ao •(,. • • ...••• L., VI •• tn0000 rn o Oon� Z�� 3za w rnA' • PROD%JC f REVISED is complying wish she Florid Wading Cods Acceptance No VS. 06a3.13 o Espies** Date ' 170,]-. . a n Nul CD7 5Vo og 2 a m c5 Moms/ •V•ww lPg act Coseral „ _ I N •• V • drawing no. W12-08 (sheetie � • • . • • • • • •� • • • • R PLLC 13/55 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE D!ST. . • x a eco ti mw w w O. 0 • SHIM SPACE GLAZING OPTIONS SEE SHEET 1 V 1;• q • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 0 w METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX. • SHIM -a TYPICAL ANCHORS SEE ELEV. 0 FOR SPACING .$ 1/4" MAX. EXTERIOR D.L.O. 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH #12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. EXTERIOR SIDELITE WIDTH r I L_ 1RY .. WOOD BUCK • 001.011111 0 . . o orw. REINFORCING AS REQD. SEE SHEET 3 !1I• 414 16 TYPICAL ANCHORS SEE ELEV. FOR SPACING Z jou a sj a cc o V • • 00 •••1 ••.•• C. PRouUC r REVISED r complying with ilst Florid •. . 'Wiling Cods • • • • o Mctptnace No l -b L 3rl1s • U Eyirttb•• D.ic • .,, LEAF WIDTH D.L.O. • 39 3/4" (SINGLE) 76" (DOUBLE) MAX. UNIT FRAME WIDTH MAX. 000R FRAME WIDTH SIDELITE DETAILS Engr: JAVAO AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 642015 0 CO 0 N a 0 •• • • • • U• • o g• •g w• }N-- Li• IE N CO c rn Oo''nN 0 Z •� to O w -I Wrn�� c to C 0 0) C O a 0 y O 0 a i) 0 0 N N Id 0 fN Id 0 N 01 0 O m N i N 0 drawing no. W12-08 sheet 6 of 9 •• • • • • • • � • • • • • 515 NE. 96th St, Miami Shores, FL 33138 PLLC 14/55 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 DOOR FRAME HEAD/SILL 6053-T6 2 E602 FRAME COVER 6063-T6 3 E603 DOOR FRAME JAMB 6063-T6 4 E604 SIDELITE TOP & BOTTOM FRAME 6063-T6 4A E626 SIDELITE 9° BOTTOM FRAME 6063-T6 5 E605 SIOELITE FRAME JAMB 6063-T6 6 E606 SIDELITE SLIP ON JAMB 6063-T6 7 E607 LEAF TOP & BOTTOM RAIL 6063-T6 7A E625 LEAF 9" BOTTOM RAIL 6063-T8 8 E608 LEAF W'STRIP ADAPTER 6063-T6 9 E609 LEAF HINGE STILE 6063-T6 10 £610 LEAF LOCK STILE 6063-T6 11 E611 LEAF ASTRAGAL STILE 6063-T6 12 E6 12 LEAF ALIGNMENT BRACKET 6063-T6 13 E613 LEAF CLAMP 6063-T6 4-1/4" LONG • • •• 13A 14 E613 E614 HINGE BACK-UP PLATE GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 6063-T6 12" LONG ... •.. 14A E109 GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 •• • • • • • 15 16 E615 E616 GLAZING BEAD (INSUL. GLASS) SNAP COVER 6063-T6 6063-T6 17 E613 BOLT SUPPORT 6063-T6 NOT SHOWN 18 19 FD-107 AS REOD. 3/ LEAF SIDELITE MULLION REINFORCING BUTT HINGES 6063-T6 ALUMINUM SULLNAN & ASSOC. 20 FBI 202 FLUSH BOLT LEVER SULLIVAN & ASSOC. .. ••. • .. • • • • • • • i .. 21 22 FBR914SS #12 SMS AS REGD. CONCEALED FLUSH BOLT ROD FRAME ASSEMBLY SCREWS ST STEEL SULLIVAN & ASSOC. 23 #12 X 3/4" HINGE INSTALLATION FASTENERS FH SMS 24 ' 3/8" DIA. THREADED ROD STEEL 25 W11323 PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 BULB W'STRIPPING SANTOPRENE EPDM 27 E206 GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 FLUSH BOLT CUP NYLON 30 DLO1RC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO 1 WB WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 # 10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS 34 2/ UTE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPOM AT 6" FROM EACH END, DUROMETER 80±5 35 2/ UTE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT, Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C . N. 3538 )47015 PIRODUC a REVISED as complying w1111 lie Flork% bolding Cods Kpo*4SS Dote %12,4i 111, MAW 1 pM, rsdret C.utrol H rto Q O vV 7ifyl Ci 0 g g!tA (1• C lefl aW E.V. II a 0 0 w CO 0 N J 0- 2 0 0 • • • S •• • • • • • V• •••0 J• ••9, J• • 1 • • to , r. IA* rn vr ▪ tr. UJ 1- co In O or7 z L� 6 wo 0 CY 1/1 CO CO CO N c 0 4- c 0 a a L UPDATED TO 2014 FBC REV. PER RER COMMENTS a .n v D N ca 0 1) 0 0 1) 0 0 U eC -�N n scale: 3/8" = 1 " S. o o drawing no. W12--08 •• • • • • • • •� • • • • • 515 NE 96th_St. Miami Shores. FL 33138 sheet 7 of 9 re PLLC 15/55 LOCKS: OPTION #1; ACTIVE LEAF; 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT FOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF. 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM It / / / / / / / / '2 \ i \ ACTNE ),, 1'l / / / / / / / /; \ \\-*- \ \ \ \ \ / ( \ \ \ \ \ \ \ / // / / / / / INACTIVE ACTIVE HINGES: 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" 0.C. MAX.) HINGES FASTENED WITH # 10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION #2: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF; CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD ANO SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS /I // / / / / / ,; / lc \ ', � \\ ACTIVE 3_ tt / /II\ r\ / / \ \ / \ / \ / \ / ;; \ 1 ; ,� • \ 1> \ �' 7, / \ / \ / \ / \ / \ / \ \ 1 / � INACTIVE \,Ly ACTIVE Engr: JAVAD AHMAD CML FLA. PE # 70592 CA. 3538 • ••• •••� •••i ••4 . ••1 • • • 4 • •• . •.•. • . PRODUC r REVISED ea complying with the Florida boViing de iaceNv 15-Ohb3.13 tipiratier Dote '?f. 1 20119 tretard • • • • • •• ci w • •A _1 ••••I • co •o • o ffi • i� w 4_ 03 o Oo"1 CI 8 Z> o 0'"3 NWrn u_ I co co co C Q 0) O n .L 0 N w 8 bj a a 0 0 to JJ O /V 0 10 O O 8 a m c date: 02-13-12 • • CO M ii 8 N a 1 drawing no. W12-08 •• • • • • •• • • • (she dttRital PLLC • 515 N 96th St, Miami Shores, FL 33138 16/55 .625 4.000 .078 1.625 1*2.062- �1 DOOR FRAME HEAD/SILL 4.000-cl SIDELITE TOP & BOTTOM FRAME .329 FRAME COVER 1 r--.687 SNAP COVER r-1.750-1 4.750 0 LEAF TOP/BOTTOM RAIL 1.507 LEAF HINGE STILE LEAF LOCK STILE 5.344 .078 4.000 11 LEAF ASTRAGAL STILE 2.081 -�{ r-.519 .803 I .045 1.047 la GLAZING BEAD 5/16" GLASS r4--.394 .803--b-IFd=-.050 1.047 #- la GLAZING BEAD 7/16' GLASS -11.0-.130 .803 .045 .172 I� 15 GLAZING BEAD INSUL. GLASS 1 .5 07 -�-I 3.719 .078 8.250 7A 9" BOTTOM RAIL .312 ("J LEAF W'STRIP ADAPTER 4.000 .078 515 N 1.5001 .625 1.500j .078 4.000 .719 SIDELITE FRAME JAMB 4A 9.000 J 1.625 Fes-- 4.000 SIDELITE 9" BOTTOM FRAME [ 094 .312 .442 1.584 12 LEAF ALIGNMENT BRACKET LEAF CLAMP HINGE BACK-UP PLATE .719 4.188 SIDELITE SLIP ON JAMB 3.781 1.750r__ r.281 .125 SIDELITE MULLION REINFORCING Engr: JAVAO ANMAD CIVIL FLA. PE 1 70592 C.A.N. 538 • • •. •.. •. • •• • •• .•. . •• •••i • • PRODUC i' REVISED • •a tompl3tuu with Iht Fieri.2 • •' Aetept►nte 14615a:dd r' 3' Rxphr eM. bolt 31 I 19 t C«rhnl . • tr .. . ) • • • • •• 0 • ••s • •• v, J •••a? I .CO (n • 40 L • O -1.1 • • .a 64 } :9:1:7 � wo O w c 3 C 0 .N 0 e c 0 a T N 0 v 'o isjO N O O 8 0 c CO J dote: 02-13-12 M u 0 a drawing no. W12-08 �sheetIFemr4IreF .: . • • • • • R PLLC 17/55 DOOR FRAME CORNER SIDELITE FRAME CORNER LEAF CORNER 515 N = 96th St Miami Shwas. FL 33138 SIDELITE MULLION SLIP ON JAMB CORNER Engr: JAVAD AIiMAD FLA. • a of 70592 C.A. . 3538 2015 PRODUC f !REVISED es coop**,wit11 the foridt& !Males Cede Ample/me Net s�asilisMot l -1 9 • • •• • • • ... • .• ... • .. •.. • • •• a • • w .v • • • • •• U• •.No J • • J •.•� • N Ia to. w W• Oy )-w (nix co rirn o1 oQF' Z • e_ WO CO' 0 o - LtJ , Wrni c y G 0 0) a) 1 c 0 a L U to o NO CHANGE THIS SHEET 0 lJ Iv a T 4, 10 0 N cV O 0 h csi 0 O O C m 8 drowing no. W12-08 • • • . • .. • • (sheetAf�k R PLLC 21/55 1.813 .875 1.000 .062 2.750 FRAME HEAD/SILL/JAMB .500 2.688 .062 2.611 .769 FLUSH FRAME ADAPTER -a) .750 r_ .813 —} .803 .D0 L-- GLAZING BEAD 1.070 .375 .050 ANCHOR COVER ECO—GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 515 Nth Ct, Miami Cherc3, rL 33138 FALSE (SURFACE MUNTINS APPLIED) OPTIONAL D.L. OPG. --¢ o A • c t I I ! I • I 11 1 .--1 y-- g ----11 pF____ _ I 1 { 1 1 1 1 — �1 u 6" MAX. m _ I I I� 12" MAX. CORNERS HEAD/SILL TYPICAL ELEVATION GLASS D.L.O. DIMS. D.L.O. HEIGHT = WINDOW HEIGHT — 3.625" D.L.O. WIDTH = WINDOW WIDTH — 3.625" • • 00 ••• ••• •• • •• ••• 00 000 • • • •• • 1 1• 1 1•_C Q E H CG o a. ct 0 Q 0aQ S O • °°r • 11.21.4 1• 1• 1• 1•4 4 4 • 1 4 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAVAD AHMAD CIVIL FLA. PE j 70592 C.A N. 538 102015 PRODUCT REVISED as complying ►vith the Florida I3uildingCode t="0 J5• 10 Acceptance No Fix 1 trillion Date By Miami lade oducl 2011 } • • • ti •• N •I •• 01 � rT • • I!) W••• • W • •••• 11) trti• • W•• t- an r Don z • Lco z o U e-W W cri N 0 c c 0 0. 1_ 0 vv W a g O n 0 0 iv g a UPDATED 70 2014 FBC .o d 0 R M 0 17 0 0 0 c Q U 0 $1' 17 cam% c I 2 m 0 x drawing no. W09-20 sheffts1GfNECE •• • • • • • • • •• • • • PLLC • 22/55 515 NE 3/16" ANN. GLASS .090" Intertayer Bute cite PVB By 'Kuraroy America, Inc.' 3/16" ANN. GLASS SILICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'C' WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH z to rn AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY #8 X 1-1/4" SMS AT 3-1/2" FROM ENDS AND 10" 0.C. MAX. 3/16" HEAT STREN'D. GLASS .090" Interioyer SentryGlas By 'Kuraroy Americo, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 41" MI flu '[TN�I IL . 1 ■YrI►�< siv GLAZING OPTIONS WINDOW WIDTH WINDOW WIDTH 0 z GLASS TYPE 'D' WINDOW WIDTH i WINDOW WIDTH 0 z AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY f8 X 1-1/4" SMS AT 3-1/2" FROM ENDS AND 10" 0.G. MAX. 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 THOSE SHAPES. 96th DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1 NT.(-) 24" 30" 36' 42" 48" 54" 60' 66' 72" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 " 75.0 36 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 60.0 80.0 90.0 24" 30" 36" 42" 48" 54' 60" 66' 72' 75.0 80.0 80.0 90.0 75.0 60.0 80.0 90.0 75.0 80.0 80.0 90.0 48" 75.0 80.0 80.0 90.0 75.0 80.0 60.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 90.0 24" 30" 36" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 42" 48" 60. 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 54" 60' 66' 72" 66.8 71.3 60.0 90.0 60.2 64.2 80.0 90.0 60.2 64.2 80.0 90.0 60.2 64.2 80.0 90.0 24" 30" 38" 42" 48- 54" 60' 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 72" 75.0 80.0 60.0 90.0 75.0 76.6 80.0 90.0 66.8 71.3 80.0 90.0 60,2 64.2 80.0 90.0 24" 30" 75.0 80.0 80.0 90.0 75.0 80,0 80.0 90.0 36" 84" 75.0. 80.0 80.0 90.0 42' 48" 54" 70.0 70.0 80.0 90.0 65.6 65.6 80.0 90.0 64.3 64.3 80.0 90.0 24' 30" 36" 42' 48" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 96" 75.0 76.2 80,0 90.0 64.6 64.6 80.0 90.0 59.9 59.9 80.0 90.0 24" 30" 36" 42" 75.0 80.0 80.0 90.0 108" 75.0 80.0 80.0 90.0 74.5 74.5 80.0 90.0 61.5 61.5 80.0 90.0 24" 30" 36" 75.0 80.0 80.0 90.0 120" 75.0 80.0 80.0 90.0 74.5 74.5 80.0 90.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (1) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 26-1/2" 37" 53-1/8-. 74" 26" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90,0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26-1/2" 37" 53-1/8" 74' 38-3/8" 75.0 80.0 80.0 90.0 75.0 60.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26-1/2" 37" 53-1/8" 74" 50-5/8" 75.0 80.0 80.0 90.0 75.0 80,0 80.0 90,0 71.3 76.0 80.0 90,0 71.3 73.1 80.0 90.0• • • 26-1/2" 37" 53-1/8" 63" 75.0 80.0 80.0 90.1I •; 75.0 80.0 80.0 901f.. 67.9 72.5 80.0 9070 26-1/2" 37" 53-1/8' 76" 75.0 80.0 80.0 90.13,.. 75.0 80.0 80.0 90.0 . • 67.9 69.9 80.0 9090, • • W L -J s NOTE; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. • .. •. • • • • • • • • • •• • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). Engr: JAVAD AHMAD CML FLA. PE 0592 C.A.N. 35I38 JU 1 2015 PRODUCE RI3VISED as complying with the Florio Building Code t O =5 Acceptance No _ IX t VA notion Date * By tviIrmi adc • .. r-, to 0 .0 4 0 O N 0 v 5 2 1c 0 mo 0 O M 0 O n 0 0 C 0 0 1. 0 1 C drawing no W09-20 (shdetRj PLLC •� • • • • • • 23/55 w J ON W W TYPICAL ANCHORS SEE ELEV. FOR SPACING I1 I I O' .4 11 11 11 I; I1 11 • -i. b 44 e ° a o 4 4. TYPICAL ANCHORS, SEE ELEV. FOR SPACING METAL _ STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING m T to MIAMI—DADE COUNTY APPROVED MULLION S. MULLION ANCHORS SEE SEPARATE NOA Lik 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. v• 1BY WOOD BUCK 2 Y to V• TYPICAL ANCHORS SEE ELEV. FOR SPACING 28 OOD BUCK OR WOOD ST RE TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • •• TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRAg0hj BY 'ELCO' (Fu=177 KSI, Fy=I55 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 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 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE _DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c — 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. • • • •• •• • • • • • • •. 1 •.•� • 4 • • 4 •• Engr: JAVAD AHMAD CML FLA, 70592 C.A. ✓ti 538 JUL 2015 I'RODUCT REVISED ns complying with the Florida cBuildingCode Acceptance !�, 0715.1p Acccpta Nonce o Expiration Date R11;PY By Miami ade Product' • • ,• • • • einu: 0 w 0 N 3 a 0 0 •• • • • • 1; 040 -.i..• • E.• •.• • td M O oM 3 Z• � O 2 W a, 0 rn 0 8 c u) .5 O a v U 0 2 a 0 0 0 0 eui 0 0 0 0 0 C 0 0 2 • a 0 drowing no. W09-20 •� • • • • • • • • • • • • 515 No 9.3th St. Miami Shores. FL 33138 (she4gjNldi PLLC ITEM # PART # READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 2 FY301 F'Y302 2 AS READ. FRAME HEAD/SILL/JAMB GLAZING BEAD- 7/16" GLASS 6063-T6 6063-76 3 FY303 AS READ. ANCHOR COVER 6063-T5 4 5 6 7 8 E203 FLB-50 #10 x 1" FY120 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM =Y WOOD B K •R WOOD STRUCTUR AS READ. 1 8 2/ UTE 0 515 NGQFth St, Miami Shnraq, FI 111'IR GLAZING BEAD BULB GLASS SPACER - 1/8" HIGH FRAME ASSEMBLY SCREWS FLUSH FRAME ADAPTER SETTING BLOCK MIAMI-DADE COUNTY APPROVED MULLION - SEE SEPARATE NOA NEOPRENE SILICONE CRS 6063-T6 EPDM EXTERIOR WINDOW WIDTH ULTRAFAB FRANK LOWE PH SMS OPTIONAL DUROMETER 85t5 SHORE A TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH RECT. OR SQUARE WINDOWS 1/4" MAX. SHIMS v TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY WOOD BUCKS 1/8" THK. ALUM STRAP WELDED JOINTS CIRCULAR WINDOWS CORNER DETAILS 1 /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE Engr: JAVAD AHMAD IVIL 170592 38 02015 MITER CORNERS PRODUCT REVISED a9 complying with the Florida Building Cade Acceptance No I Jr' '0 15.10 E%•irationDate By Mi i l ade Product Z n 08 Cdg 8 Rg re O t vo re, 1n • °/o• j 8 §1 • • J •• •• • • • • • • • •• • • .• • .• N • • •t us • 2 in .N 0 L. c 0 a 0 N 0 rc UPDATED TO 2014 FBC m M 0 0 m O 0 0 m 0 0 i drawing no. W09-20 24/55 ; . • . • • • •• • • . . sheOrPI INEadF. PLLC METAL STRUCTURE V1 25/55 CD ALT. (Z) ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING vim inl TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING il�ir►I��ii�11tI�// �■u 14111 Ii�i nI � IC71 MIAMI—DADE COUNTY APPROVED MULLION & MULLON ANCHORS SEE SEPARATE NOA SI TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME° ADAPTER Engr, JAVAD AHMAD CML FIA. P f 70592. C.A 35.38 10 Z015 • • • •• • •..•i ••.. • ••.• J .. • • • • • • • • • • • •• • PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15'0 15.1O [ cation Date .T�ir7lV • t9 J 41 C9 U • • • ••.. •• N • • J...• 1 • •• •- �s • W ••� N r Q� M W D ato rni 0 wo C O N 41.1 c 0 a U en cd 0 N 0 0 A N 0 O O c Q U N 0 R 1,1 drawing no. W09-20 •• • • • � • • • • • 515 she tratiN PLC 30/55 72" 3 1/2" MAX. HEAD/SILL CORNERS 4 — O — FALSE MUNTINS (SURFACE APPLIED) MAY BE USED WINDOW WIDTH 3" 4" ti I I �II 11 _ 31 1/4" D.L. OPG. 35 3/8" VENT WIDTH 32 3/4" D.L OPG. WINDOW . HEIG 111" 3 1/2" MAX. HEAD/SILL CORNERS WINDOW WIDTH 10 5/8" MAX. HEAD/SILL CORNERS .•••• - /I 1 11 11� 11 II II II // - // I r --t I �41 - 1 -_----rt // I I — 1 3 • / • (2) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS READ. FOR SIZES AND LOADS MARKED WITH '*' ON SHEET 2 ONLY in aow 0 0 • r FALSE MUNTINS (SURFACE APPLIED) . MAY BE USED TYPICAL ELEVATIONS 32 3/4" D.L. OPG. 36 7/8" VENT WIDTH 32 3/4" D.L. OPG. ECO—GUARD SERIES-200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. • 1 • • •• ••••II • • • • • , •••4 04104 00001 • •• • •••• •• • • • • •• 515 NE THESE WINDOWS ARE RATED FOR LARGE & SMALL. MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8" HEAT STREN'D. GLASS .090" Interlayer Butocite PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 z 3 i0 a. AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY GLASS TYPE 'A' 6th St, Miami Shores, FL 33138 1/8" HEAT STREN'D. GLASS .090" Interloyer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE `13' GLAZING OPTIONS TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8" HEAT STREN'D. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Butocite PVB By 'Kuraray America, Inc.' —1/8" HEAT STREN'D. GLASS CARDINAL XL EDGE SPACER ST. STEEL SILCONE DOW 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED 1N 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 FLORIDA BUILDING CODE. SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM, GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Engr: JAVAD AHMAD CIVIL FLA. PE 1 70 2 C.A.N. 353 2015 PRODUCT REVISED as complying with the Florida Building Code AccopinnccNo 1 irmtlon Date By Miam' Fade Product Conti Z ti 154' 0 W • G 0 0a rl O (• • a4 EA rc. J a 0 2 0 •••• • -v•••••$� 1••I 0 Z O <n c c 0 0 UPDATED TO 2010 FBC 1 0 0 1- .a 0 0 0 0 0 0 ei 0 m 0 0 W l 9 c drawing no. W09-12 sh • • • • • • • • • .• • • • LLC • 31/55 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. W/0 REINF. WITH REINF. A GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE le WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 37" 53-1 /8" 74" 4 70.0 80.0 80.0 90.0 70.0 80.0 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70,0 80.0 a0.o 90.0 70.o a0.0 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 53-1 /8" 38-3/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 150-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" 74" (5) 6 70,0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 63 4 68.9 77.5 80.0 90,0 70.0 80.0 (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 74" 8 70.0 70.0 80.0 80.4 * 70.0 80.0 24" 36" 48" 60" 72" �3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" �4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80,0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" t5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" 66) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 87.6 * 70.0 80.0 A = O. OF' ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES 1S -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. W/0 REINF. WITH REINF. A GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 9 70.0 80.0 80.0 90.0 70.0 80.0 26" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 106-1/4" 111" 38-3/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74` 106-1/4" 111" _ 50-5/8' (5) 9 70.0 80.0 80.0 90.0 70.0 60.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" b3" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 82.6 * 70.0 80.0 12 70.0 70.0 80.0 80.4 * 70.0 80.0 72" 84" 96" 108" 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70,0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 48" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 * 70.0 80.0 12 70.0 70.0 80.0 87,6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3w) (1/3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 1Y/0 REINF. WITH REINF. GLASS TYPE' 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 1 1 1 " 26„ (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74` 106-1/4" 111" 38-3/8" (4) 9 70.0 80.0 80.0 90,0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 • 74" 63" (6) 9 70.0 70.0 80.0 90.0 70.0 • 80.0 •1 72" 84" 96" 108" 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.040 1 9 70.0 80.0 80.0 90.0 70.0 80.0. 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 . 9 70.0 80,0 80.0 90.0 70.0 80.0: 12 70.0 80.0 80.0 90.0 70.0 80.0 • - - 80.0 90.0 70.0 80.0 72" B4" 96" �5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. A = NO. OF ANCHORS PER HEAD & SILL ( ) _ .NO. OF ANCHORS PER JAMB (1 /4w) 4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' •• • ..• • •..I 000 • • • • • • •00 ••• • •� • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.; . 353B 0 20 I'R,ODUCC REVISED as complying with the Florida Building Code 15-0 28 G Acceplc'nce No Ex • 'ration Date 5T3 Mia i ade roduct i Z p rt 1 Q O O re a U. O 8 N�o ' f� 1K ,L6v4.40 • • • • c 0 cn L C O 0. 0 ui w 1 s 4n F 13 0 N 0 0 UPDATED TO 2014 FOC 0 'D 0 h a 0 N M 0 r> 0 N a N 0 N 0 c m co U 0 W U drawing no. W09-12 s11eitLaG4itit5E •• • • • • • • • • 515 N E OCtI1 Ot, M1a.. n 311erc5, 3 PLLC 32/55 4 •e 1BY WOOD BUCK • • TYPICAL ANCHORS SEE ELEV. FOR SPACING • EDGE,. DIST: a 4 4 WINDOW HEIGHT JJ 0 0 J 0 X 1 L :I ;I II • 4 0 In W O WO d .• ? W1 515 NE 93th it, Miami Shorn$? LD1§T3138 a a a 4. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION do MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. 5, TYP CAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. v. 18Y WOOD BUCK EDGE DIST. 7 x . v • v TYPICAL ANCHORS SEE ELEV. FOR SPACING EOG DIST. 0 0 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • •• • V WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • •• • 9000 • • • • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) .14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPIQL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2--1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS 5G 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c a 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. Z PI 5 Q 2 —O dW i,) = ei G .a$ pc Og pi -1 • W fyy 2• ��• I t Engr:JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 3538 0 201 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex iratio Date By tvli ade Product COMP-ANL\W09-12ECO • • • • • N • TEL. (305) 885-5299 O c 0 a U rn a, 0 0 1 0 Z UPDATED TO 2010 UPDATED TO 2014 FBC a .0 , 0a 0 0 N 0 0 0 ui 0 0 v 0 W 0 O II 0 0 , 0 x drawing no. W09-12 • • • • • • • • • •• • • • • she4EN(^,MEEk PLLC 1/4" MAX. 33/55 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING w 0 w METAL STRUCTURE 1/4" MAX. SHIM STEEL REINFORCING AS REQD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH SHIMS XO LAYOUT VENT WIDTH 1 BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 w 0 0 w a Ij VENT WIDTH D.L. OPG. O.L. OPG. EXTERIOR D.L. OPG. WINDOW WIDTH 0 SCREEN OP 1 /4" MAX. SHIMS �I 1 BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING i STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACITY [TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREEN OPT. WINDOW WIDTH WINDOW WIDTH 515 N E 96th St, Miami Shores, FL 33138 1 1 /4" a n EDGE DIST. Engr: JAVAD AHMAD CML FLA. PC # 70592 C.A.N. 53B 2015 PRODUCT REVISED as complying Nvith the Florida Building Code Acceptance No Expiralion Date By M icon • • • •• ••••l • ••••t •••1 • • • • • •• • F • • • • • • •• i 0 0 0 0 • •• • • • • ern N••• •o� • •v W } UJ co cn_ O or) II — —i Z �LL 3 6 p �J Ld o TEL. (305) 885-5299 0 0. C 0 NO CHANCE THIS SHEET IJANUF. ADDRESS REV. GLASS OPTION ADDED UPDATED TO 2014 FBC a .0 0 0 0 N 0 0 C m U 0 W 0 drawing no. W09-12 •. s • • • • • • • • • shegPICAF il PLLC • 34/55 O ALT. EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV, FOR SPACING 2 T METAL STRUCTURE EDGE DIST. T TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE L1 TYPICAL ANCHORS SEE ELEV. FOR SPACING e TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER D Engr: JAVAD AHMAD CIVIL FLA. PE tj 70592 C.A. . 3538 0 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ewiration Dale By Mitt= • • •• •••• • • • • • • • • • .•• • • • • • •• • r V� M4111 • • • • • • • • • • • • • • • ) C Vl 0 N w C 0 U NO CHANCE THUS SHEET MANUF. ADDRESS REV. mU UPDATED TO 2014 0) 0 U rpm N 0 0 lV 0 N Vi 0 0 U 0 c 7 a N O R u tll / 0 U I drawing no. Wog--12 • •• • • • • • • • •• • • • (sheUGAEU PLLC • 515 N 96th St, Miami Shores, FL 33138 3.249 .8 3 2.750 FRAME HEAD .500 3/16" 12 O VENT TOP/BOTTOM RAIL r r-H" IN STEEL REINFORCING 0 41.140+r 1.610 .813 3.876 .078 1.058 A 2.501 .500 2.750 O FRAME SILL -�-519 —{ r—.130 .71� 9ll neS .803 .045J .803 1.047 1.047 GLAZING BEADS O JAMB STILE 7) MEETING RAIL .062 SILL TRACK .5001.187 .062 2.750 2.812 O FIXED MTG. RAIL j.750 r_ .062 2,812 k-.969d L.688 2.750 2.688 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063—T6 — 2 FY202 1 FRAME SILL 6063—T6 — 3 FY203 1 SILL TRACK INSERT 6063—T6 — 4 FY205 AS REQD. NOV. FRAME JAMB 6063—T6 — 5 FY101 AS REOD. FIXED FRAME JAMB 6063—T6 — 6 FY104 1/ VENT FIXED MTG. RAIL 6063—T6 — 7 FY10S 1/ VENT VENT INTERLOCK 6063—T6 - 8 FY206 1/ VENT JAMB STILE 6063—T6 — 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063—T6 — 10 FY108 AS REQD. GLAZING BEAD (LAM. GLASS) 6063—T6 — 10A FY110 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063—T6 — • • • 11 — AS REQD. REINFORCING BAR STEEL — • • 12 — AS REQD. REINFORCING BAR STEEL — • •• 13 FY204 AS RTEQD. ADD —ON SILL RISER 6063-76 • • • I USE AS REQD. • • 1 14 FY2OB 4/ VENT ROLLER HOUSING & GUIDE CELCON — •••i 15 FY209 2/ VENT ROLLER BRASS — •••i • 16 FY210 2/ VENT ROLLER PIN ST. STEEL — • • ' 17 #8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS :•• 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS • P.H. SMS • 19 W23181 AS REQD. FIN SEAL W'STRIPPING — ULTRAFAB •.•, 20 0300T190 AS REQD. BULB SEAL Q—LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 55±5 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH — SULLIVAN & ASSOC. 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WDW. WEEP VALVE — PREFERRED ENG. PRODUCTS 27 — 1/ VENT 5/16° BOX SCREEN — OPTIONAL 28 FY120 — FLUSH FRAME ADAPTER 6063-76 OPTIONAL 29 — 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A Engr: JAVAO AHMAD CIVIL FLA. PE # 70592 C.A.N. 538 PRODUCT REVISED as complying with the Flotldd Building Cbde Acceptance No I$ E?x irntion Date By ivlilu Dade Product Coutr c 0 .> L. COMP -ANL\W09-12ECOJI U• o rn j••• n • LIJ M I— 00 :ER O Orri Z � o 0 w c� O L 0 N N 0 N GLASS OPTION ADDED UPDATED TO 2014 F2C 0 m q 0 0 0 0 0 O U 0 W m 0 cv 0 8 g i t.0 drawing no. W09-12 35/55 •• • • • • • • • •• • • • • • 515 NE a9th StM arfi i�ir ��`�L 33138 � FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER v v (sheqhfGfl$E k PLLC 36/55 FRAME TOP CORNER VENT TOP/BOTTOM CORNERS FRAME BOTTOM CORNER FIXED MTG. RAIL CORNER Engr: JAVAD AHMAD CIVIL FLA. ' E # 70592 C.A. . 3538 0 2015 • • • • •• • ••••l ••• • • • • • •• • • • • • • •• PRODUCT REVISED as complying with the Florida Building Code �.a • O„ Acceptance No L'x.IraIion Date .1!F?Rfijirif a 19 f. BY i��. .. r LW 0 0 Z 0 W • ) TEL. (305) 885-5299 C ) N c 0 0) L c 0 Q) U 8 u 0 U O z NO CHANCE THIS SHEET .0 4) 0 .0 8 V. 0 0 N O ui 0 O c U a W C 1 � ♦�1 r-1r 0 kl M u V N 0 x drawing no. W09-12 (sheltaGfKir k. • • • • • •' • • • • PLLC 515 N , 96th St, Miami Shores, FL 3313 40/55 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MLAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIEO IN STEP 1 ABOVE. STEP 5 qn- tJIJ `L 4.000 lC 1i rt; J 6.000 2.000 7[ 11 or __-- 1--r---- 1 l Ili 1 1 1 -1 1 1 1 ----i 1 1 1 �,iI=j ---, � it I1 li0 _W- 1 1 o cc-i z _ TYPICAL WINDOW FRAME J �I TUBULAR SHAPES ALLOY = 6063-T6 = `1 1TYPICAL .4-- TYPICAL PRODUCT I Irl{lJ II it I it II --II II U 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING A prtw 10.9..»nijilying ivOli Kee Flmidii l Iildi�i}o Cn NOA1! � , Engr: JAVAD AHMAO CIVIL FLA. PE t 70592 C.A.N.. 3538 14't ,ijf,' 2, 3 20 1.000 4.000 • • •• • •• ••• • •• ••41 • • • • • 4.9 Z w d2.0 N ce d Ot0 = 1. ..0 ,qrt. •V.z�' •fct w• •W' • (As Z O J J 3 W 07 3 1- ALUMINUM w JI 2 z z 0 3 • • • • U ••..g• ' rn J •••ill i W M CC c F-o O o a jj 0 O J • g W rn2 I N c 0 rn .> description v 0 c a c» sccia 1/2" - 1" drowing no. M14-01 • •• • • • • • •. • • • • 515 Kit Ubth St, Mlaml Shores, I-L 33136 sheet 1 IENGI of 9 =R PLLC 3.000 -1 1.000 r 125 .125 Ix = .9502 IN\4 Sx = .6335 IN\3 1 X 3 STD. MULLION 6063-T6 4.000 «;t.0001 — 125 �-.125 Ix = 2.0374 IN\4 Sx = 1.0187 1N\3 1 X 4 STD. MULLION 6063-T6 —{ 1.000 .375 3.000 .375 4.125 Ix = 1.538 IN\4 Sx = 1.0254 tN\3 1 X 3 CUSTOM MULLION 6063-T6 .125 IX = 3.1878 IN\4 Sx = 1.5939 IN\3 1 X 4 CUSTOM MULLION 6063-T6 4.000 lx = 2.9762 IN\4 SX = 1.4881 IN\3 2 X 4 STD, MULLION 6063-T6 - .125 2.000 2.000 �I ANGLE CLIP 6063-T6 1/2" MIN. 4- .718 r_ .125 TYP. 1.718 2.125 .125 2.125 TYP. 5.500 NOTCH NOTCH OPTIONAL � 1/2" OPTIONAL MIN. MULLION CLIP 6063-T6 1/2" MIN. 5.500 MIN. MULLION CUP 6063-T6 2.000 -.125 6.000 --.125 Ix = 8.2757 IN\4 Sx = 2.7586 IN\3 2 X 6 STD. MULLION 6063-T6 j--2.aoo--1 r,250 6.000 Ix = 15.2031 IN\4 Sx = 5.0677 IN\3 2 X 6 HEAVY MULLION 6063-T6 --.250 • • • A.Dprovvi a9 r imply ilv, L1'i1h the k;vli+ls+ 13IIi1�iu Cc • Doc NOAfJ N1 Ad Pi:mils) Engr: JAVAO AHMAO CIVIL FLA. PE # 70592 C.A.N. 538 ;eV ` '`3 2014 •• z 0 J J 2 LLI m 3 z 3 • •• • • •• •. •. ECO WINDOW C ) • cn c 0 7,5 c 0 co 0 a 0 v 0 • a m a 0 0 0 scat= 1/2" ^ 1" a t 4.4 c ) drawing no. M14-01 41/55 .• • • • • • • • •• • • • • 515\IE 96th St, Miami Shores, I-L 3313 (sheet 2 of 9 IcivvnvcER PLLC DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) M w 42/55 WINDOW DIMS. WIDTH (W) MULL SPAN I X 3 STD. I X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 4 STD. 2 X 6 STD. 2 X 6 HEAVY WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3 STD. 1 X 4 I X 3 STD. CUSTOM 1 X 4 CUSTOM 2 X 4 STD. 2 X 6 STD. 2 X 6 HEAVY 19-1/8" 26-1/2" 30' 37" 42" 48" 54- 60" 66" 72" 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112,5 120.0 120.0 120.0 120.0 120.0 120.0 103.2 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 26-1/2' 30' 37" 42' 48" 54' 60" 66" 72" 74-1/4" 74.6 120.0 120.0 120.0 120.0 120.0 120.0 53,8 115.4 87.1 120.0 120.0 120.0 120.0 47.5 101.9 76.9 120.0 120.0 120.0 120.0 38.5 82.6 62.4 120.0 120.0 120.0 120.0 33.9 72.8 55.0 113.9 106.4 120.0 120.0 29.7 63.7 48.1 99.7 93.1 120.0 120.0 26.4 56.6 42.7 88.6 82.7 120.0 120.0 23.8 51.0 38.5 79.7 74.4 120.0 120.0 21.6 46.3 35.0 72.5 67.7 120.0 120.0 42.5 32.1 66.5 62.0 120.0 120.0 19-1/8" 26-1/2" 30' 37" 42' 48° 54" 60" 66' 72" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2" 30" 51.5 110.4 83.4 120.0 120.0 120.0 120.0 37.2 79.7 60.2 120.0 116.4 120.0 120.0 32.8 70.4 53.1 110.2 102.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.8 120.0 120.0 120.0 120.0 120.0 120.0 103.3 120.0 120.0 120.0 120.0 120.0 120.0 94.0 120.0 120.0 120.0 120.0 120.0 120.0 86.1 120.0 120.0 120.0 120.0 120.0 120.0 37" 42" 48' 54" 60" 66' 72" i 84" i 26.6 23.4 20.5 57.1 1 43.1 50.3 38.0 89.3 78.7 83.4 73.5 120.0 120.0 120.0 120.0 44.0 33.2 68.8 64.3 120.0 120.0 39.1 29.5 35.2 26.6 61.2 55.1 57.1 51.4 120.0 112,6 120.0 120.0 32.0 24.2 50.1 46.7 102.4 120.0 29.3 22.1 45.9 42.8 93.8 120.0 19-1/8" 26-1/2" 30" 37" 42' 48" 54' 60" 66' 72" 50-5/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.3 120.0 120.0 120.0 120.0 120.0 120.0 101.6 120.0 120.0 120.0 120.0 120.0 120.0 88.9 120.0 120.0 120.0 120.0 120.0 120.0 79.0 120.0 120.0 120.0 120.0 120.0 120.0 71.1 114.5 115.2 120.0 120.0 120.0 120.0 64.7 104.1 104.7 120.0 120.0 120.0 120.0 59.3 95.4 96.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2" 30" 37' 42' 48' 54' 60' 66" 72" 96" 34.5 74.0 55.8 115.8 108.1 120.0 120.0 24.9 53.4 40.3 83.5 78.0 120.0 120.0 22.0 47.2 35.6 73.8 68.9 120.0 120.0 38.2 28.9 59.8 55.9 120.0 120.0 33.7 25.4 52.7 49.2 120.0 120.0 Iv 29.5 22.3 46.1 43.1 107.8 120.0 26.2 41.0 38.3 95.8 120.0 23.6 36.9 34.4 86.2 120.0 21.4 33.5 31.3 78.4 120.0 30.7 28.7 71,8 120.0 WINDOW DIMS. WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD, STD, HEAVY 30" 37" 60" 66" 72" 59.3 55.3 120.0 120.0 42,8 39.9 120.0 37.8 30.6 35.3 28.6 98.1 79.5 27.0 23.6 21.0 25.2 22.0 70.1 61.3 54.5 49.0 44.6 40.9 19-1/8" 26-1/2" 30" 37" 42" 48" 72" 44.5 41.6 115.6 32.1 30.0 83.4 28.4 26.5 73.7 120.0 120.0 120.0 112.6 100.1 90.1 81.9 75.1 120.0 • • 23.0 20.3 21.5 59.8 52.6 46.1 40.9 36.8 33.5 30.7 19-1/8" 26-1/2" 30" 42" 48" 54" 60" 66" 72" 144" 34.3 24.8 21.9 32.0 23.1 20.4 89.0 64.3 56.8 46.0 40.5 35.5 31.5 28.4 25.8 23.7 109.8 96.7 84.6 75.2 67.7 61.5 56.4 120.0 118.0 104.3 84.5 74.5 65.2 57.9 52.1 47.4 43.4 • 19-1/8" 26-1/2' 30' 37' 42' 48" 54" 60' 66" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 88.1 120.0 120.0 120,0 120.0 120.0 120.0 77.8 120.0 120.0 120.0 120.0 120.0 120.0 63.1 119.9 102.1 120.0 120.0 120.0 120.0 72" 63" 55.6 48.6 43.2 38.9 105.6 90,0 120.0 120.0 120.0 120.0 92.4 78.7 120.0 120.0 120.0 120.0 82.2 70.0 120.0 120.0 120.0 120.0 73.9 63.0 115.7 108.0 120.0 120.0 *IAA A79 57.3 105.1 98.2 120.0 120.0 32.4 61.6 52.5 96.4 90.0 120.0 120.0 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 108" 81.3 75.9 120.0 120.0 58.7 120.0 120.0 51.8 48.4 120.0 120.0 42.0 39.2 109.1 120.0 37.0 34.6 96.1 120.0 32.4 30.2 84.1 120.0 28.8 26.9 74.7 120.0 25.9 24.2 67.3 120.0 23.6 22.0 61.2 112.3 21.6 20.2 56.1 103.0 MULLIONS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT VERTICAL MULUON GLAZING PRODUCT TYPICAL MULLION ARRANGEMENTS 2 Florida iid!eltrie HORIZONTAL MULLION MUWON SPAN CML RA. PE 70592 CAN. 3538 14 • • I. P ill cst fri CC 0 li•Evjwin 0 0 • • • • • 0 CO cnt 1-11 0 CD to co co co 0 cn • drawing no. • • • 000000 • oo • • • • 515 sheet 3 of 9 cR PLLC 43/55 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 101.4 120.0 120.0 120.0 120.0 120.0 89.3 120.0 120.0 120.0 120.0 120.0 r 78.2 112.6 120.0 108.4 120.0 120.0 69.5 100.1 120.0 97.6 120.0 120.0 62.5 90.1 120.0 88.7 120.0 120.0 56.9 81.9 113.7 81.3 120.0 120,0 52.1 75.0 104.2 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" A2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.3 120.0 120.0 120.0 120.0 120.0 92.7 120.0 120.0 120.0 120.0 120.0 81.6 117.6 120.0 111.4 120.0 120.0 71.4 102.9 120.0 99.0 120.0 120.0 63.5 91.4 120.0 89.1 120.0 120.0 57.1 82.3 114.3 81.0 120.0 120.0 51.9 74.8 103.9 74.3 120.0 120.0 47.6 68.6 95.2 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 50-5/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 107.3 120.0 120.0 120.0 120.0 120.0 94.8 120.0 120.0 119.9 120.0 120.0 76.9 110.7 120.0 105.7 120.0 120.0 67.7 97.5 120.0 92.4 120.0 120.0 59.3 85.3 118.5 82.2 120.0 120.0 52.7 75.9 105.3 74.0 120.0 120.0. 47.4 68.3 94.8 67.2 117.2 120.0 43.1 62.1 86.2 61.6 107.5 120.0 39.5 56.9 79.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 63" 120.0 120.0 120.0 119.5 120.0 120.0 120.0 120.0 120.0 86.3 120.0 120.0 118.9 120.0 120.0 76.2 109.7 120.0 96.4 120.0 120.0 61.8 89,0 120.0 84.9 120.0 120.0 54.4 78.4 108.8 74.3 120.0 120.0 47.6 68.6 95.2 66.0 115.1 120.0 42.3 61.0 84.7 59.4 103.6 120.0 38.1 54.9 76.2 54.0 94.2 120.0 34.6 49.9 69.3 49.5 86.3 120.0 31.7 45.7 63.5 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 74-1/4" 120,0 120.0 120.0 101.4 120.0 120.0 114.2 120.0 120.0 73.2 105.4 120.0 100.8 120.0 120.0 64.6 93.1 120.0 81.8 120.0 120.0 52.4 75.5 104.8 72.0 120.0 120.0 46.2 66.5 92.4 63.0 109.9 120.0 40.4 58.2 80.8 56.0 97.7 120.0 35.9 51.7 71.8 50.4 87.9 120.0 32.3 46.5 64.6 45.8 79.9 119.9 29.4 42.3 58.8 42.0 73.3 109.9 26.9 38.8 53.9 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 84" 120.0 120.0 120.0 89.6 120.0 120.0 100.9 120.0 120.0 64.7 93.2 120.0 89.1 120.0 120.0 57.1 82.3 114.3 72.3 120.0 120.0 46.3 66.7 92.7 63.7 111.0 120.0 40.8 58.8 81.6 55.7 97.1 120.0 35.7 51.4 71.4 49.5 86.3 120.0 31.7 45.7 63.5 44.6 77.7 116.6 28.6 41.1 57.1 40.5 70.6 106.0 26.0 37.4 51.9 37.1 64.8 97.1 23.8 34.3 47.6 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 96" 120.0 120.0 120.0 78.4 112.9 120.0 88.3 120.0 120.0 56.6 81.5 113.2 78.0 120.0 120.0 50.0 72.0 100.0 63.2 110.3 120.0 40.5 58.4 81.1 55.7 97.1 120.0 35.7 51.4 71.4 48.8 85.0 120.0 31.3 45.0 62.5 43.3 75.6 113.3 27.8 40.0 55.6 39.0 68.0 102.0 25.0 36.0 50.0 35.5 61.8 92.7 22.7 32.7 45.5 32.5 56.7 85.0 20.8 30.0 41.7 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 108" 108.8 120.0 120.0 69.7 100.4 120.0 78.5 120.0 120.0 50.3 72.5 100.6 69.3 120.0 120.0 44.4 64.0 88.9 56.2 98.0 120.0 36.0 51.9 72.1 49.5 86.3 120.0 31.7 45.7 63.5 43.3 75.6 113.3 27.8 40.0 55.6 38.5 67.2 100.7 24.7 35.6 49.4 34.7 60.4 90.7 22.2 32.0 44.4 31.5 54.9 82.4 20.2 29.1 40.4 28.9 50.4 75.6 - 26.7 37.0 ALL LOADS ARE EXT.(+)/INT.(-). [COTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS Approved as complying wilt ate 1 lotidLat3uildi C.. Date 'reel NOA# f DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 120" 97.9 120.0 120.0 62.7 90.4 120.0 70.6 120.0 120.0 45.3 65.2 90.6 62.4 108.8 120.0 40.0 57.6 80.0 50.6 88.2 120.0 32.4 46.7 64.9 44.6 77.7 116.6 28.6 41.1 57.1 39.0 68.0 102.0 25.0 36.0 50.0 34.7 60.4 90.7 22,2 32.0 44.4 31.2 54.4 81.6 20.0 28.8 40.0 28.4 49.5 74.2 - 26.2 36.4 26.0 45.3 68.0 - 24.0 33.3 •• 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 132" 89.0 120.0 120.0 57.0 82.1 114.1 ' 64.2 112.0 120.0 41.2 59.3 82.3 • 56.7 98.9 120.0 36.4 52.4 .r 72.7 A 46.0 80.2 120.0 29.5 42.5 59.0 • 40.5 70.6 106.0 26.0 37.4 51.9 • 35.5 61.8 92.7 22.7 32.7 45.5 • 31.5 54.9 82.4 20.2 29.1 40.4 • 28.4 49.5 74.2 - 26.2 36.4 • 25.8 45.0 67.4 - 23.8 33.1 • 23.6 41.2 61.8 - 21.8 30.3 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 144" 81.6 120.0 120.0 52.3 75.3 104.6 58.9 102.6 120.0 37.7 54.3 75.5 52.0 90.7 120.0 33.3 48.0 66.7 42.2 73.5 110.3 27.0 38.9 54.1 37.1 64.8 97.1 23.8 34.3 47.6 32.5 56.7 85.0 20.8 30.0 41.7 28.9 50.4 75.6 - 28.7 37.0 26.0 45.3 68.0 - 24.0 33.3 23.6 41.2 61.8 - 21.8 30.3 21.7 37.8 56.7 - 20.0 27.8 TYPICAL ANCHORS GLAZING PRODUCT W1 VERTICAL MULLION GLAZING PRODUCT TYPICAL ANCHORS W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION .. ' GLAZING ~ � --�� /ice PRODUCT `�.. '1' ' 5 . ' GLAZING PRODUCT -VANCHOR DETAIL 11 GLAZING PRODUCT TYPICAL ANCHORS MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) - W1 + W2 2 • • Engr: JAVAD AHMAD CML 'LA. PE # 70592 CAN. 3538 ALUMINUM TUBE w 0 I 4 z O • • : • • • • • VI .••a. J • `j L. W M co rn rn OoI.-) j J Z6 o p�J� W rng bJ description 0 v 0 rn 0 v 1 v` drawing no. M 14--01 � • • • • • • • • • • • • 515 NE 3Cth 3t Mlam, sheet E R PLLC 44/55 TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) tI /14 SMS 1-3/4" O.C. MIN. 4 PER CLIP ANCHORS TYPE `A2' TYPICAL ANCHORS 1 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE \\COr .ICI T OR M -AL ST'UC 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) #14 SMS 1-3/4" 0.C. MIN. 4 PER CUP ANCHORS TYPE `A4' TYPICAL ANCHORS 2 PER ANGLE lihk ' OR A► M • AL ST'UC FLOATING CLIP SNUG FIT INSIDE MULL /14 SMS 1--3/4" O.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE Approved as eoinplying with the Florida Buil(liqg Cu TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) CONCRETE 1-3/4" 2-1/2" 1/4" DIA. SELF DRILUNG SCREWS (GRADE 5 CRS) METAL 1/8" 3/4" CONCRETE = f'c = 3000 PSI MIN. METAL — 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063—T5 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 MAY 2 3,2A4 O t 4 Z J J z g FL 2g Oe. of re c Vg h 0 CyOIu • •F• z• j1: • • w ;f••• �••U • • • Ln ,.z.VCcJ _• L 6 o 3 W v 2 w >-U CD�o3 D N- I— >(0rj m gl O O to in 0 — vt Z Z 2 � g � Zo O 't J 3 Q U�w.3 wcnMVJ. C fA 0 in 4, c 0 0. 0 m a N 0 c a rn 0 0 0 4, ii i drawing no. M14-01 . • • • • • • • •• • • • 515 VE 9011131, Miami 3lfufc0, rL 33138 sheet f micER PLLC 45/55 TYPICAL ANCHORS 6 PER CLIP (3 ON EACH WING) LUR #14 SMS 1-3/4" O.C. MIN. 6 PER CUP ANCHORS TYPE `A6' TYPICAL ANCHORS 3 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN. 3 PER ANGLE `a AL ST' U TU' E OR 2 X 2 X 1/8" ALUM ANGLE A{•prove! M ootaptykstAtiltke no)icta Build tamDale s) ' A1' • • . . ••• ..• . • •.• ••• • .• .. • • • • • TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO (Fu=177 KSI, Fy=155 KSI) CONCRETE 1-3/4" 2-1/2" 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/8" 3/4" CONCRETE R f'c = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063--T5 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLAT£ LACQUER. Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 MAY • 2 3 414 •. ALUMINUM TUBE MULUO411S ..: R cn 0 I .4r a t7 -1 • • • U . __1 •••.*). J • 1 •.. �. • N a Ll N 1-- (0 to N o c Z • Li_2 3z o W 0) N c O c 0 0 y G) N 0 scale: 3/8" - 1" drawing no. M14-01 (sheet ICNGINgg of gg ll � • • . • • • • • •. • • • 515 NE 9Gth 3t, b$iarni Shureb, FL 33130 ER PLLC 46/55 TYPICAL ANCHORS 2 PER CUP (1 ON EACH WING) '*01Q i( ft\\aaaa}} �� s uZUR #14 SMS 1-3/4" O.C. MIN. 4 PER CLIP TYPICAL ANCHORS 1 PER ANGLE \\\\ Oil. ANCHORS TYPE `B2' FLOATING CLIP SNUG FTT INSIDE MULL I14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE o1LL£O $LOCK OR 0 ST-UC 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) #14 SMS 1-3/4" 0.C. MIN. 4 PER CLIP ANCHORS TYPE `B4a' 515 NC 9Gth at, Miami SI cores, FL 33130 TYPICAL ANCHORS 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL I14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE )1L1 0 BLOC\. OR WO ST'UC 2 X 2 X 1/8" ALUM ANGLE Approved as complyhig 11i/i.1 klle Florida WOcli gf !late NOAll f s `NIL ),ya.i Cosily try -- r\:�_'� :'��;,. �_--• �„� • ••• • • • .•• •• • •• •• • • •• ••• • • • • TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) MASONRY 1-3/4" 2-1/2" WOOD 1-1/2" 1" WOOD = 2BY WOOD SUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C--90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. !BY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. Engr: JAVAD AHMAD CIVIL FLA. PE 170592 C.A.I. 3538 4 •, Z TS' pp� � EL cc0 08 V¢,11 214 � Irkg 0 z 0 D •• • • c O a) t_ 0 0 N a) O ro i ) drawing no. M14-01 sheet of . • • • • • • • • •• • • ER PLLC 515 I St, MIarnf Shores, TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) #14 SMS 1-3/4" O.C. MIN. 6 PER CLIP TYPICAL ANCHORS 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1-3/4" 0.C. MIN. 3 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE Approved as compiyMg vokfi tbo-e Florida Bad'Dati NO S � MOAN p' ♦'�! M1 TYPICAL ANCHORS; ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) MASONRY 1-3/4" 2-1/2" WOOD 1-1/2" 1" WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FIAT HEAD. 47/55 • .• • • • • • drawing no. M14-01 sheet I8 of _ ENC cR PLLC 48/55 #14 SMS SEE CHART FOR QUANTITIES #14 FH SMS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION 1 TUBE MULLION — TUBE MULLION #14 FH SMS 1-1/2" O.C. MIN. SEE CHART FOR QUANTITIES #14 FH SKIS 2 PER CUP 1" O.C. MIN. 1--3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1/8" FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2" ANCHOR CHART NO. OF SCREWS TYPE A2 2 TYPE A4 3 TYPE A6 4 i pNvecl Ii complyliv %1' 11il!? lloridn U 'a' Uaie � lVOAlf �Engr. JAYAD iWMAD CIVIL RA. PE 70592 C.A.N. 1338 MAY :r. Z(I4 • • ••• •• ••• • •. i 0 1 z O D •• •••• • . • • • • • .• J J LLI Ln 2 3 z 3 J Q f+r C 0 1 • • • • U • • J ••..j• J • 'j ••• In• ro• 0 c 0 t a 0 ro O m 0 0 0 1 drawing no. M14--01 • • • • • • • •• •• • • 515 NE 90ti1 St, Miami 3lrore5, FL 33138 sheet I of rR PLLC • 1 . 0 z 8 5 N LL t • 1" HEAD HEIGHT HEAD WASHER DIAMETER EDGE DISTANCE SEE CAPACITY TABLE FOR MAX BUCK SIZE TYPICAL SECTION N.T.S. ilM11110,10tititttOnli P 1 0.190', 6 REF, PART LENGTH THREAD LENGTH 0.165"/.177"0 REF. ROOT DIAMETER SECTION 0.242"/.249" 0 HIGH THREAD O.D. 0.200"/.212"0 REF. LOW THREAD DIAMETER 1/4"0 AGGRE-GATOR SCREW N.T.S. AGGRE-GATOR THREAD LENGTHS: LENGTH CODE* LENGTH RANGE OF SCREW ANCHOR AGGRE-GATOR PART LENGTH AGGREGATOR TREAD LENGTH A 1'/z" < 2" 1-3/4" 1-3/4" B 2" < 2�/2" 2-1/4" 1-3/4" C 2YY2" < 3" 2-3/4" 1-3/4" D 3" < 332 3-1/4" 1-3/4" E 3Yf2" < 4" 3-3/4" 1-3/4" F 4" < 4%" 4" 1-3/4" *LENGTH CODE IS MARKED ON TOP OF FASTENER HEAD, SEE ILLUSTRATION BELOW PHILLIPS TRIMFIT HEAD HEX WASHER HEAD HEX FLANGE HEAD SIDE VIEW HEAD MARKING GUIDE: 300 SERIES (18-8) STAINLESS 3 STEEL DESIGNATION "A"- LENGTH CODE - ELCO LOGO i 'ELCO AGGRE-GATOR® 300 SERIES STAINLESS STEEL BI-METAL CONCRETE & MASONRY SCREW 1/4"0 AGGRE-GATOR ALLOWABLE LOAD CAPACITIES: EDGE DISTANCE SPACING EMBEDMENT TENSION (LB) SHEAR (LB) HOLLOW BLOCK 2" 3" 1-1/4" 156 187 4" 3" 1-1/4" 176 211 GROUT FILLED BLOCK 2" 3" 1-1/4" 166 207 2" 325 473 4" 1-1/2" 1-1/4" 149 282 - 2" 403 477 CONCRETE (2220 PSI MIN.) 1-1/4" 3" 1" 118 N/A 1-3/8" 289 N/A 1-3/4" 294 N/A 1-1/2" 3' 1" 118 204 1-3/8" 289 259 1-3/4" 294 305 2-1/2" 1-1/2" i 1" 194 204 1-3/8" 251 259 1-3/4" 319 305 3" 1-1/2" N/A 200 t 1-3/4" N/A 199 tt 1" 194 226 3" 1-1/ " 1-3/8" 251 413-I 1-3/4" 319 488 CONCRETE (3275 PSI MIN.) 1-1/4" 3" 1" 248 N/A 1-3/8" 294 N/A 1-3/4" 294 N/A 1-1/2" 3" �-i 1" 248 255 1-3/8" 294 305 1-3/4" 294 305 , 2-1/2" 1-1/1" } 1" L.L _ LD3 1-3/8" 251 305 1-3/4" 319 305 3" 1-1/ " 1" 251 226 1-3/8" 251 510 1-3/4" 319 515 NOTE: 1. HOLLOW & GROUT FILLED BLOCK SHALL CONFO M TO ASTM C-90 MINIMUM BLOCK. 2. AGGRE-GATOR ALLOWABLE LOAD CAPACITIES ySTED HEREIN ARE NOT VALID FOR CRACKED CONCRETE SUBSTRATES AS DETAILED IN ACI 3 5.2. t EMBEDMENT DEPTH INTO 2220 PSI CONCRETE, WI 34" MAX THICK UNANCHORED WOOD BUCK LOCATED BETWEEN THE CONCRETE AND SIDE MEM ER. tt EMBEDMENT DEPTH INTO 2220 PSI CONCRETE, TH 1 Yz' MAX THICK UNANCHORED WOOD BUCK LOCATED BETWEEN THE CONCRETE AND SIDE MEMBER. AGGRE-GATOR HEAD DIMENSIONS: HEAD STYLE WASHER DTAMETER HEAD HEIGHT ACROSS FLATS HEX WASHER HEAD 0.420" , 0.190" 0.312" HEX FLANGE HEAD 0.620" 0.225" 0.312" PHILLIPS TRIMFIT HEAD 0.430"* I 0.155" N/A *DIAMETER AT FLAT PORTION OF TRIMFIT.HEAD • GENERAL NOTES: c. ca13179 1. THIS PRODUCT HAS BEEN DESIGNED &TESTEDiIY' 439.i ACCORDANCE WITH THE STRUCTURAL PROVISIONS -CI EDITION (2014) FLORIDA FOR USE WITHIN ANDTHE 2010 BUILDING CODENOUTSIDE THE D STD 413- OF HIGH VELOCITY HURRICANE ZONE, AND THE FOLLOWt> ; iA STANDARDS: ASTM E488, ASTM C39, TAS 114, 'i, s 2. AGGRE-GATOR SCREW ANCHORS SHALL BE 300 SERIES (18-8) STAINLESS STEEL WITH A STALGARD GB (GALVANIC BARRIER) CORROSION RESISTANT COATING, ANCHOR YIELD STRENGTH Fy=57 KSI, ANCHOR ULTIMATE STRENGTH Fu=96 KSI. 3. ANCHOR INSTALLATION SHALL BE MADE IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND THIS NOTICE OF ACCEPTANCE, 4. PILOT HOLES FOR ANCHORS TESTED WERE MADE• WITH A 3 " DRILL BIT WITH A DIAMETER OF 0.206" O • • • (+0.000/-0.008). 5. ALLOWABLE LOADS SHOWN HEREIN HAVE BEEN CALCULATED DIRECTLY FROM THE TEST REPORTS • • • REFERENCED BELOW PER THE FOLLOWING: 5.1. ULTIMATE LOAD DIVIDED BY 4.0 FOR SOLID► NON -CRACKED CONCRETE SUBSTRATES. 5.2. ULTIMATE LOAD DIVIDED BY 5.0 FOR HOLLOW BLOCK & GROUT FILLED BLOCK SUBSTRATES. • 6. NO ALLOWABLE STRESS INCREASE HAS BEEN US(•[S IN PREPARATION OF THIS DOCUMENT. • 7. CONCRETE SHALL CONFORM TO ACI 301 • SPECIFICATIONS, WITH STRENGTH PROPERTIES AS • SPECIFIED HEREIN. HOLLOW AND GROUT -FILLED • CONCRETE BLOCK SHALL CONFORM TO ASTM C-90. •• 8. ANCHOR EDGE DISTANCE AND SPACING SHALL BE MEASURED FROM THE CENTERLINE OF EACH ANCHOR. 9. ANCHOR EDGE DISTANCES, EMBEDMENT, AND SPACING BELOW THOSE SHOWN IN DESIGN TABLES HEREIN ARE NOT ACCEPTABLE, 10. ALLOWABLE LOAD CAPACITIES TO SUBSTRATES THAT ARE NOT SHOWN IN THE DESIGN TABLES LISTED HEREIN ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SHALL BE DETERMINED BY A LICENSED PROFESSIONAL ENGINEER. 11. ANCHOR VALUES LISTED HEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. 12. REFERENCE THE FOLLOWING TEST REPORTS: • HURRICANE ENGINEERING &TESTING, INC ••. #HETI-08-A222 (02/28/08 •• #HETI-08-A226 02/28/08 •• #HETI-08-A230 02/28/08 •• #HETI-08-A236 02/28/08 •• #HETI-08-A242 (02/28/08 •• #HETI-08-A248 (02/28/08 •• #HETI-08-A260 (02/28/08 •• #HETI-08-A275 (03/17/08 •• #HETI-08-A277 03/17/08 •• #1-1ETI.08-C100A 03/25/08) •• #HETI-08-C101A (03/25/08) •• #HETI-08-C102A (03/25/08)) • SUB -TROPICAL TESTING SERVICE. •• #STTS 08001 (05/25/08) •• #STTS 08003 (06/21/08) 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 14. ALTERATIONS, ADDITIONS OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. PMQUVCT litBMel) es euteplyks with ve Radii WNW* Cobs Ateepossot ••• • • •. • • • • • • • 1,1P.4V--" W • .. • •1••• • ••� •• w •• 0 tim 13 wo YL ape W O ces e e. O 6 8 8 14-1820 el] 0 d zar+ o 0. •et:. !!. • ••.••• SCALE: PAGE DESCRIPTION: • • a 515 NE 96th St, Miami Shores, FL 33138 IGNCINGGR PLL21