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WS-18-3076
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address issue Permit NO.: WS-108-306 Permit IVR Number: 100319 ger Permit Type: Windows/Shutters Wtrk C/assificatiion: Window/Door Replacement ate: 10/11/2018 Parcel Number Permit Status: Approved Expiration: 04/02/2019 10603 NE 10TH CT, Miami Shores, FL 33138 1122320280800 Contacts MICKAEL LANCRI 10603 10 CT, MIAMI SHORES, FL 33138 Other: 7862463456 Owner Description: REPLACE EXISTING WINDOWS AND DOORS TO IMPACT 10 WINDPOWS AND 2 DOORS 4 Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee Total: $50.00 $9.60 $3.30 $2.20 $3.20 $9.00 $5.50 $170.00 $252.80 ALL CONSTRUCTION RESOURCES INC CARLOS HUMBERTO PEREZ 10865 SW 138 ST, MIAMI, FL 33176 Business: 3059700167 Contractor Valuation: $ 15,200.00 TotalSq Feet: 0.00 Payments Total Fees Credit Card Amount Due: Amt Paid $252.80 $252.80 $0.00 Inspection Requests: 305-762-4949 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFF A I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating co • truc, ing. Futhermore, I authorize the above named contractor to do the work stated. Authorized Si. nature: Owner / Applicant / Contractor / Agent Date October 11, 2018 Page 2 of 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number. INSP-000827-2018 Permit Number: WS-10.18-3076 Scheduled Inspection Date: October 15, 2018 Inspector: Riveron, Alexis Owner: MICKAEL LANCRI Permit Type: Windows/Shutters Inspection Type: Framing Work Classification: Window/Door Replacement Address: 10603 NE 10TH CT Project: Miami Shores, FL 33138 Contractor. ALL CONSTRUCTION RESOURCES INC CARLOS HUMBERTO PEREZ Phone Number 7862463456 Parcel Number: 1122320280800 Phone Number: 3059700167 Building Department Comments REPLACE EXISTING WINDOWS AND DOORS TO IMPACT 10 WINDPOWS AND 2 DOORS Checklist Item General Comments Passed Passed False v/ Comments Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments October 15, 2018 For Inspections please call: 305-762-4949 Page 5 of 18 Value of Work for this Permit: $ BUILDING PERMIT APPLICATION UILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: 10 60-5 NE City: Miami Shores Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING El PUBLIC WORKS 10 cr County: REC1EivEn OCT 04 2018 B � FBC 201 R. K► Master,Permit No. W 10 30 O Sub Permit No. ❑ REVISION ❑ CHANGE OF CONTRACTOR Miami Dade ❑ EXTENSION 0 RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address: 106to IVL kD City: M AM i . I-►-o Ri� S Tenant/Lessee Name: Email: Construction Type: 1� ► C,K AGL _ G-A >\t c2 i State: f�. CONTRACTOR: Company Name: Address: City: /°W L f;s Mi Qualifier Name: 15 State: ( (�- Flood Zone: NO BFE: FFE: Phone#: Q;) -L15- Zip: Phon #: 0°S • cieg ZCI 0(4 � C ) (')Q WC)Phone#: ((--') °— 0 j , 7 State Certification or Registration #: t'�/ 2 5 3 '3 WCertificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Zip: 33 1q Phone#: Address: City: State: Zip: \5, 2,00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Rep Description of Work: Xe1/146/ a)117 it/Replace ❑ Demolition O ' in) k Q.e La S 'L— Dam IL S Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 57._4-0 (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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved anda reinspection fee will be charged. Signature Signature OWNER or AGENT The foregoing instrument was acknowledged before me this `` ff The foregoing instrument was acknowledged before me this gd,,-day of ki4`f ,20 ! by �`CZ day of (—NI,20 I� by t CLCU,2 L aActe (► , who personally known to 49 h ?C Z` , who is personally known to me or who has produced s me or who has produced identification and who did take arelAtly(,,, NANCY GOLDRING identification and who did take an oath. r .. • MY COMMISSION # GG 059069 NOTARY PUBLIC:'�� N, tr�oe EXPIRES: February 15, 2021 NOTARY PUBLIC: 'f'OF F-.°e Bonded Thru Budget Notary Services Sign: Print: Seal: ************************** APPROVED BY Sign: Print: Seal: kJA1-sk --f ..***************************** ** AN.A SAGOMEZ Notary Pubic - State o' Florida • Commission = GO 091590 My Comm. Exoires.Apr i 2. 2021 ************* Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-2232-028-0800 Property Address: 10603 NE 10 CT Miami Shores, FL 33138-2101 Owner MICKAEL C LANCRI &W LORRAINE Mailing Address 10603 NE 10 CT MIAMI SHORES, FL 33138-2101 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units i 1 Actual Area 2,561 Sq.Ft Living Area 2,182 Sq.Ft Adjusted Area 2,372 Sq.Ft Lot Size 11,700 Sq.Ft Year Built 1955 Assessment Information Year 2018 2017 2016 Land Value $283,714 $283,714 $210,759 Building Value $139,473 $139,473 $139,473 XF Value $34,923 $35,324 $35,725 Market Value $458,110 $458,511 $385,957 Assessed Value $287,400 $281,489 $275,700 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $170,710 $177,022 $110,257 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES ESTATES PB 47-58 LOT 9 BLK 5 LOT SIZE IRREGULAR OR 19909-0302 09 2001 1 COC 23908-3726 10 2005 1 Generated On : 10/4/2018 Taxable Value Information 20181 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $237,400 $231,489 $225,700 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $262,400 $256,489 $250,700 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $237,400 $231,489 $225,700 Regional $50,000 $225,700 Exemption Value Taxable Value -t $50,000 $50,000 ` $231,489 $237,400 Sales Information Previous Sale Price OR Book -Page Qualification Description 10/01/2005 $590,000 23908-3726 Sales which are qualified 09/01/2003 $265,000 21767-1336 Sales which are qualified 08/01/2003 $160,000 21612-0709 Other disqualified 09/01/2001 $230,000 19909-0302 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 10/4/2018 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permitholder 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). Ackrowledgem Qualifier/Own Date Print Name Miami Shores Village' Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application -must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. i❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") D Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. 1 ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETROFIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11 / 17/2014 •.. Page 1 of 5 MecaWind v2300 Software Developer: Meca Enterprises Inc., www.meca.biz, Copyright © 2018 Calculations Prepared by: Date: Sep 27, 2018 Designer: Alfredo M. Carbonell, P.E. Calculations Client: Project #: Location: Description: Mickael C. Lancri Prepared For: All Construction Resources 2018-0924 10603 NE 10th Ct. File Location: S:\Jobs\Carlos Perez Windows Calculations\10603 N.E. 10 Ct. (Mickael Wind Load Calculations Lancri.wnd Basic Wind Parameters Wind Load Standard Wind Design Speed Structure Type = ASCE 7-10 = 175.0 mph = Building Exposure Category Risk Category Building Type General Wind Settings Incl_LF = Include ASD Load Factor of 0.6 in Pressures DynType = Dynamic Type of Structure NF = Natural Frequency of Structure (Mode 1) Zg = Altitude (Ground Elevation) above Sea Level SDB = Simple Diaphragm Building Reacs = Show the Base Reactions in the output MWFRSType = MWFRS Method Selected Topographic Factor per Fig 26.8-1 Topo = Topographic Feature Kzt = Topographic Factor Building Inputs RoofType: Building Roof Type = Hipped L : Length Along Ridge = 58.000 ft Hip : Ridge Hipped Length = 27.000 ft Slope : Slope of Roof = 3.5 :12 Par : Is there a Parapet = False Exposure Constants per Table 26.9-1: Alpha: Const from Table 26.9-1= 11.500 At: Const from Table 26.9-1= 0.087 Am: Const from Table 26.9-1= 0.111 C: Const from Table 26.9-1= 0.150 W EHt RE Theta Zg: Bt: Bm: Eps: Overhang Inputs: Std = Overhangs on all sides are the same OHType = Type of Roof Wall Intersections Lancri)\ • • • • • •• • • ••••_ • • • • • • = • • • 0000 • • •••• • D •••• II •..•.I • F Enclofgd. • • the oho • • •_ • • • • • • .= (D• • Width Perp to Ridge = Eave Height = Roof Entry Method = Roof Slope = Const Const Const Const from Table from Table from Table from Table Main Wind Force Resisting System (MWFRS) Calculations per Ch 27 Pa •.•• • Trrle • RiViA0 0 * 1.000 Hz 0 .-0.00. *ft False • False Ch 27 Pt 1 = None = 1.000 26.9-1= 26.9-1= 26.9-1= 26.9-1= 40.000 ft 14.000 ft Slope 16.26 Deg 700.000 ft 1.070 0.800 0.125 = True = None • • • • file:///C:/Users/Alfredo/AppData/Roaming/MecaWind/SelectedAnalysis.html 9/27/2018 Page 2 of 5 (. 1 EHt = Eave Height RHt = Ridge Height h = Mean Roof Height: 0.5*(EHt+RHt) Zh = Mean Roof Height for Kh: h + Base_Dist Kh = Since 15 ft [4.572 m] < Zh < Zg --> 2.01 * Kzt = Topographic Factor is 1 since no Topographic Kd = Wind Directionality Factor per Table 26.6-1 GCPi = Ref Table 26.11-1 for Enclosed Building RA = Roof Area LF = Load Factor based upon ASD Design qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF qin = For Negative Internal Pressure of Enclosed Building use qh*LF qip = For Positive Internal Pressure of Enclosed Building use qh*LF Gust Factor Calculation: Gust Factor Category I Rigid Structures - Simplified Method G1 = For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm = 0.6 * Ht Izm = Cc * (33 / Zm) ^ 0.167 Lzm = L * (Zm / 33) ^ Epsilon Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) Gust Factor Used in Analysis G = Lessor Of G1 Or G2 • • • •. .. . ..•. • • • •... .... .... . . . ..•. .•.. . • .•'•�'= 14.ggc ft = 19.831 ft �• • • •= 16.917 ft • • •= 16i91,14t (Zh/zg)^(2/Alphit) •'.= 1.1°352 ' ' feature specified .= 1.10 Q.'. ' ' = 0.89' ' _ +/-0.18 = 2433.29 sq ft = 0.60 = 42.06 psf = 42.06 psf = 42.06 psf = 0.85 = 10.150 ft = 0.183 = 560.928 = 0.933 = 0.893 = 0.850 MWFRS Wind Normal to Ridge (Ref Fig 27.4-1} h = Mean Roof Height Of Building = 16.917 ft RHt = Ridge Height Of Roof = 19.833 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 58.000 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 40.000 ft L/B = Ratio Of L/B used For Cp determination = 0.690 h/L = Ratio Of h/L used For Cp determination = 0.423 Slope = Slope of Roof = 16.26 Deg OH_Top_+Y = Overhang Top +Y (Leeward) = -0.53, -0.53 OH_Top_-Y = Overhang Top Windward Edge = -0.08, -0.57 Roof_LW = Roof (Leeward) = -0.53, -0.53 Roof_WW = Roof (Windward) = -0.08, -0.57 Roof_X 1 = Roof +/-X Coeff (0 to h) (0.000 ft to 16.917 ft) = -0.18, -0.9 Roof_X_2 = Roof +/-X Coeff (h to 2h) (16.917 ft to 33.833 ft) = -0.18, -0.5 Roof_X_3 = Roof +/-X Coeff (>2h) (>33.833 ft) = -0.18, -0.3 Roof X_4 = Roof +/-X Coeff (0 to h) (0.000 ft to 16.917 ft) = -0.18, -0.9 Roof_X_5 = Roof +/-X Coeff (h to 2h) (16.917 ft to 33.833 ft) = -0.18, -0.5 Roof_X_6 = Roof +/-X Coeff (>2h) (>33.833 ft) = -0.18, -0.3 Sofit -Y = Overhang Sofit -Y = 0.8, 0.8 Cp_WW Cp_LW Cp SW = Windward Wall Coefficient (All L/B Values) = Leward Wall Coefficient using L/B = Side Wall Coefficient (All L/B values) = 0.80 = -0.50 = -0.70 file:///C:/Users/Alfredo/AppData/Roaming/MecaWind/SelectedAnalysis.html 9/27/2018 Page 3 of 5 , GCpn_WW GCpn_LW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = Parapet Combined Net Pressure Coefficient (Leeward Parapet) = 1.50 = -1.00 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi ft psf psf 14.00 1.030 1.000 41.19 0.18 Wall Wind Pressures based on All wind pressures Elev Kz Kzt qz GCPi ft psf psf Windward Press psf Leeward Press psf Side Press psf Total Press psf 20.44 -25.45 -32.60 45.8% • • • Negative Internal Pressure (-GCPi) -6rgtmtl to WcJe include a load factor of 0.6 • • • Leeward Side Total Press psf 14.00 1.030 1.000 41.19 -0.18 Notes Wall Pressures: Kz = Velocity Press Exp Coeff qz = 0.00256*Kz*Kzt*Kd*V^2 Side = qh * G * Cp_SW - qip * +GCPi Leeward = qh * G * Cp_LW - qip * +GCPi + Pressures Acting TOWARD Surface Windward Press psf 35.58 Kzt GCPi Windward Total -10.31 • •••• •.•• Press .Press • psf ••" psf " " ••• -17.46••45.89•• • . • •• • = Topographic:1 Factor • = Internal Preea�Coefficiaint = qz * G * Cp_WW - qip �•tG�Pi = Windward Press - Leeward Press - Pressures Acting AWAY from Surface • • • • • • • •• • • Roof Wind Pressures for Positive & Negative Internal. Pressure (+/- GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Roof Var Start End Cp_min Cp max GCPi Dist Dist ft ft Pressure Pressure Pressure Pressure Pn_min* Pp_min* Pn_max Pp_max psf psf psf psf Roof_X_1 Roof_X_2 Roof_X_3 Roof_X_4 Roof X_5 Roof_X_6 Sofit_-Y OH_Top_ Y Roof_WW OH_Top +Y Roof LW (+X) (+X) (+X) (-X) (-X) (-X) 0.000 16.917 -0.180 -0.900 0.180 1.14 -14.01 -24.61 -39.75 16.917 33.833 -0.180 -0.500 0.180 1.14 -14.01 -10.31 -25.45 33.833 40.000 -0.180 -0.300 0.180 1.14 -14.01 -3.15 -18.30 0.000 16.917 -0.180 -0.900 0.180 1.14 -14.01 -24.61 -39.75 16.917 33.833 -0.180 -0.500 0.180 1.14 -14.01 -10.31 -25.45 33.833 40.000 -0.180 -0.300 0.180 1.14 -14.01 -3.15 -18.30 N/A N/A 0.800 0.800 0.000 28.60 28.60 28.60 28.60 N/A N/A -0.080 -0.570 0.000 -2.86 -2.86 -20.38 -20.38 N/A N/A -0.080 -0.570 0.180 4.71 -10.43 -12.81 -27.95 N/A N/A -0.530 -0.530 0.000 -18.95 -18.95 -18.95 -18.95 N/A N/A -0.530 -0.530 0.180 -11.38 -26.52 -11.38 -26.52 Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp Max = Largest Coefficient Magnitude CpMin = Smallest Coefficient Magnitude Pp_max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp_max -- qin*(-GCpi) Pp min* = qh*G*Cp_min - qip*(+GCPi) Pn_min* = qh*G*Cp_min - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical * The smaller uplift pressures due to Cp_Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface MWFRS h RHt B L L/B h/L Slope Hip_End_1 Wind Parallel to Ridge (Ref Fig 27.4-1) = Mean Roof Height Of Building = Ridge Height Of Roof = Horizontal Dimension Of Building Normal To Wind Direction = Horizontal Dimension Of building Parallel To Wind = Ratio Of L/B used For Cp determination = Ratio Of h/L used For Cp determination = Slope of Roof = Hipped End Coeff (>2h) (>33.833 ft) = 16.917 ft = 19.833 ft = 40.000 ft Direction = 58.000 ft = 1.450 = 0.292 = 16.26 Deg = -0.18, -0.3 file:///C:/Users/Alfredo/AppData/Roaining/MecaWind/SelectedAnalysis.html 9/27/2018 Page 4 of 5 Hip_End_2 Roof_1 Roof_2 Roof_3 Roof_4 Roof_5 Roof_6 Cp_WW Cp_LW Cp_SW GCpn_LW GCpn_LW = Hipped End Coeff = Roof Coeff (0 to = Roof Coeff (h to = Roof Coeff (>2h) = Roof Coeff (0 to = Roof Coeff (h to = Roof Coeff (>2h) (0 to h) (0.000 ft to 16.917 h) (0.000 ft to 16.917 ft) 2h) (16.917 ft to 33.833 ft) (>33.833 ft) h) (0.000 ft to 16.917 ft) 2h) (16.917 ft to 33.833 ft) (>33.833 ft) ft) = -0.18, -0.9 = -0.18, -0.9 = -0.18, -0.5 = -0.18, -0.3 = -0.18, -0.9 = -0.18, -0.5 = -0.18, -0.3 = Windward Wall Coefficient (All L/B Values) _ = Leward Wall Coefficient using L/B = = Side Wall Coefficient (All L/B values) _ = Parapet Combined Net Pressure Coefficient (Windward Parapet•) • = = Parapet Combined Net Pressure Coefficient (Leeward Parapet),••• Wall Wind Pressures based On Positive Internal All wind pressures include a 0.80 -0.41 1.5:0••••• -1.00 •••• • • Pressure (+GCPi) - toWcige load factor of 0.6 • .••• •••• • • Elev Kz Kzt qz GCPi Windward Leeward Side"" Total"" Press Press Pres3 . .Press :••• ft psf psf psf psf psf•• •• psf•••• • 19.83 1.082 1.000 43.24 0.18 21.83 -22.23-32.:i0 • :44.06 • 16.92 1.052 1.000 42.06 0.18 21.03 -22.23 -32.60 • 43.2C 14.00 1.030 1.000 41.19 0.18 20.44 -22.23-32.6Q•' :42.67.• • • • • Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Parallel toRidge All wind pressures include a load factor of 0.6 Elev ft Kz Kzt qz GCPi Windward Leeward Side Total Press Press Press Press psf psf psf psf psf psf 19.83 1.082 1.000 43.24 -0.18 36.98 -7.09 -17.46 44.06 16.92 1.052 1.000 42.06 -0.18 36.17 -7.09 -17.46 43.26 14.00 1.030 1.000 41.19 -0.18 35.58 -7.09 -17.46 42.67 Notes Wall Pressures: Kz = Velocity Press Exp Coeff qz = 0.00256*Kz*Kzt*Kd*V^2 Side = qh * G * Cp_SW - qip * +GCPi Leeward = qh * G * Cp_LW - qip * +GCPi + Pressures Acting TOWARD Surface Kzt = Topographical Factor GCPi = Internal Press Coefficient Windward = qz * G * Cp_WW - qip * +GCPi Total = Windward Press - Leeward Press - Pressures Acting AWAY from Surface Roof Wind Pressures for Positive & Negative Internal Pressure (+/- GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Roof Var Start Dist ft End Cp min Cp_max GCPi Dist ft Pressure Pressure Pressure Pressure Pn_min* Pp_min* Pn_max Pp_max psf psf psf psf Roof_1 Roof_2 Roof_3 Roof_4 Roof_5 Roof 6 (+Y) (+Y) (+Y) (-Y) (-Y) (-Y) Hip_End_l (+X) Hip_End_2 (-X) 0.000 16.917 -0.180 16.917 33.833 -0.180 33.633 58.000 -0.180 0.000 16.917 -0.180 16.917 33.833 -0.180 33.833 58.000 -0.180 33.833 58.000 -0.180 0.000 16.917 -0.180 -0.900 0.180 - 0.500 0.180 - 0.300 0.180 - 0.900 -0.500 - 0.300 - 0.300 - 0.900 0.180 0.180 0.180 0.180 0.180 1.14 -14.01 -24.61 -39.75 1.14 -14.01 -10.31 -25.45 1.14 -14.01 -3.15 -18.30 1.14 -14.01 -24.61 -39.75 1.14 -14.01 -10.31 -25.45 1.14 -14.01 -3.15 -18.30 1.14 -14.01 -3.15 -18.30 1.14 -14.01 -24.61 -39.75 •. • • • • • • • •• • • • Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp_Max = Largest Coefficient Magnitude Cp_Min = Smallest Coefficient Magnitude Pp max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp_max - qin*(-GCpi) Pp_min* = qh*G*Cp_min - qip*(+GCPi) Pn min* = qh*G*Cpmin - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical * The smaller uplift pressures due to Cp_Min can become critical when wind is combined • file:///C:/Users/Alfredo/AppData/Roaming/MecaWind/SelectedAnalysis.html 9/27/2018 Page 5 of 5 with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Components and Cladding (C&C) Calculations per Ch 30 Part 1: EHt RHt h Zh Kh Kzt Kd GCPi LF qh LHD al a Roof not / shown 5 Walls • • • • • • 0000 • •••• • • • •• • • • • Nip Roof '7 0<=27. • • • • • • •• • = Eave Height = Ridge Height = Mean Roof Height: 0.5*(EHt+RHt) = Mean Roof Height for Kh: h + Base_Dist = Since 15 ft [4.572 m) < Zh < Zg --> 2.01 * (Zh/zg)^(2/Alpha) = Topographic Factor is 1 since no Topographic feature specified = Wind Directionality Factor per Table 26.6-1 = Ref Table 26.11-1 for Enclosed Building = Load Factor based upon ASD Design = (0.00256 * Kh * Kzt * Kd * V^2) * LF = Least Horizontal Dimension: Min(B, L) = Min(0.1 * LHD, 0.4 * h = Max(al, 0.04 * LHD, 3 ft [0.9 m]) Description ft Wind Pressures for C&C Ch 30 Pt 1 All wind pressures include a load factor of 0.6 Zone Width Span • • • • • • • • • 0000 • • • • • • •• • • • • .• • = 14.000 ft = 19.833 ft = 16.917 ft = 16.917 ft = 1.052 = 1.000 = 0.85 = +/-0.18 = 0.60 = 42.06 psf = 40.000 ft = 4.000 ft = 4.000 ft Area 1/3 Ref GCp GCp p p Rule Fig Max Min Max Min ft ft sq ft psf psf Window Type A Window Type B Window Type C Window Type D Door 1 S.G.D. 2 4 4.417 3.208 4 3.083 3.208 5 6.167 3.208 5 4.125 5.125 5 3.083 6.667 5 4.500 6.667 14.17 No 30.4-1 0.973 -1.073 48.51 -52.72 9.89 No 30.4-1 1.000 -1.100 49.63 -53.84 19.78 No 30.4-1 0.948 -1.295 47.43 -62.06 21.14 No 30.4-1 0.943 -1.285 47.22 -61.63 20.55 No 30.4-1 0.945 -1.289 47.31 -61.81 30.00 No 30.4-1 0.916 -1.231 46.09 -59.37 Area = Span Length x Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length GCp = External Pressure Coefficients taken from Figures 30.4-1 through 30.4-7 p = Wind Pressure: qh*(GCp - GCpi) [Eqn 30.4-1]* *Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf [0.460 kPa] {Includes LF} • • • file:///C:/Users/Alfredo/AppData/Roaming/MecaWind/SelectedAnalysis.html 9/27/2018 • BCIS Home Log In User Registration 1 Hot Topics ; 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Product Approval USER: Public User product Approval Meny> Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer ' Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL26048 New 10 2017 Approved CGI Windows and Doors 10100 NW 25 Street Miami, FL 33172 (305) 593-6590 rbeaird@cgiwindows.com Jens Rosowski jrosowski@pgtindustries.com Robert Beaird 10100 NW 25th St Miami, FL 33172 (305) 593-6590 rbeaird@cgiwindows.com Robert Beaird 10100 NW 25th St Miami, FL 33172 (305) 593-6590 rbeaird@cgiwindows.com Panel Walls Storefronts • • • • • • • • •• • • • • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • •• • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `,` Evaluation Report - Hardcopy Received A. Lynn Miller, P.E. PE-58705 Keystone Certifications, Inc. 12/26/2022 Steven M. Urich, PE Validation Checklist - Hardcopy Received FI 26048 RO COI Cert of Independence.odf • $tandard AAMA 501 TAS-201, 202, 203 Method 1 Option D 02/08/2018 02/13/2018 02/19/2018 04/10/2018 Year 2015 1994 FK410Ahk,' ".vt t �t 26048.1 (SS-3520 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the enclosed documents for product performance information, anchorage details, and anchor type, size, and spacing information. Storefront Window System Installation Instructions FL26048 @Q U. SS-3520 HVHZ.pdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL26048 RO gE 3520 Eng Eval Signed-Sealed.Ddf Created by Independent Third Party: No ME Contact Uy :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacv Statement :: Accessibility Statement • • Refunti.Statemrnr Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addres•if they love one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish t•suppl• a • personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a Ikensee und•riChapt•r 455, F.S., please click )ore . Product Approval Accepts: MEIa ® vatic' Credit Card' Safe sC^r.'llrit.l 'l L'FR11; • • • • i • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• • • •• • • • • •• • • • • • • •• • • • • • • ••• • • • •• •• •• •• • •• •• •• • • •• • • •• • • • • • ••• • • • • • • • •• • • • • ••• • • • _• _MJIIL •.• • • • GENERAL NOTES: SS-3520 IMPACT -RESISTANT STOREFRONT WINDOW SYSTEM • • • • • • GENERAL NOTES: • • • • • • • • • • • 1. THIS PRODUCT HAS BEEN DESIGNED & TEST:D TOCOMPPY • SIT �HT•E FOt IREMENT • �OF THE FBC, INCLUDING THE • HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • 2. SHUTTERS ARE NOT REQUIRED PER FBC Rf(i(ItREMENTS, WHEN USED W 4DQ WINRN� E DEBRIS REGIONS. 3. GLAZING: SEE GLAZING DETAILS ON SHEET 6 & GLAZING TYPES ON SHEET 8. 4. DESIGN PRESSURES: A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. 8) POSITIVE DESIGN LOADS BASED ON WATEVPILT3ATSON•STT2U:m) A1:S YV?ESTING AND GLASS PER ASTM E1300. • ••• • • • • •• • C) DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, *SIP • • • 5. THE ANCHORAGE METHODS SHOWN HAVE BES SIDNI:) T)J&SOT IIAjtgoL 1% CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT B E USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. 6. INSTALLATION SCREWS & FRAME CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 7. DISSIMILAR MATERIALS THAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, ANCHORAGE AND OPENING SUBSTRATES, SHALL BE COATED OR PROTECTED TO PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE. 8. REFERENCES: ELCO ULTRACON & CRETEFLEX NOA'S, ITW TAPCON NOA; TEST REPORTS FTL-7137, 7208.8717, 17-7007, 17-7538 & 17-7538-R02 ANCHOR NOTES: 1. FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE 1 ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR SUBSTRATE APPLICATIONS SEE TABLE 1 ON THIS SHEET. 3. WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO 8E REVIEWED BY THE BUILDING OFFICIAL. 4. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION . INSTRUCTIONS: 1. DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD. THE PRODUCT'S DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE. 2. DETERMINE THE ANCHOR TYPE FROM TABLE 1, SHEET 1. 3. DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2. 4. MID -PANEL ANCHOR QUANTITIES ARE GIVEN IN TABLES 7 & 8 AND HAVE BEEN CALCULATED FOR THE PRODUCT'S MAXIMUM DP. • 5. IF THE STOREFRONT WINDOW IS ATTACHED TO ANOTHER WINDOW THROUGH A COMMON MULLION: A) DETERMINE THE MULLION DESIGN PRESSURE FROM TABLE 9. B) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO MULLION CLUSTER ANCHORAGE FROM TABLES 3 OR 4 BASED ON YOUR SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF ANCHORS. 8. IF THE JAMBS ARE ANCHORED TO THE SUBSTRATE: A) THE SPACING IS GIVEN IN TABLES 5 & 6 AND HAVE BEEN CALCULATED FOR THE PRODUCTS MAXIMUM DP. IF THE JAMBS ARE ANCHORLESS: A) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO CLUSTER ANCHORAGE FROM TABLES 3 OR 4 BASED ON YOUR SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF ANCHORS. B) DETERMINE THE JAMB DESIGN PRESSURE FROM TABLE 9. 7. THE LOWEST DESIGN PRESSURE FROM ALL TABLES REFERENCED ABOVE, SHALL 8E USED FOR THE ENTIRE ASSEMBLY. 8. IF COMBINED WITH A COMPATIBLE STOREFRONT ENTRANCE DOOR, THE LESSER DESIGN PRESSURE OF THE DOOR OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE TABLE 1 Group Anchor Substrate Min. Edge Distance Min. Embedment Min. O.C. Distance A #14 Steel or 410 SS SMS (G5) P.T. Southern Pine (SG=0.55) 1" 1-3I8' 1" Alminum.6063-T5" (0.125" min. thickness) 3/8„ tl8" 5/8' Steel, A38" (0.125" min. thickness) 3/8` 1/8" S/8" Steal Stud, A653 (0.045" min. thickness) 3/8„ .045" sir 8 1/4" Eno Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/8" 3" Grout -Filled CMU, (ASTM C-90) 2.1l7 1-3/4" 4" Ungrouted CMU, (ASTM 190) 2-1/2" 1-1/4" 6" 1/4" Elco 410 S.S. CreteFlex Ungrouted CMU, (ASTM C-90) 2-tl2' 1.1l4" 6' 5/16" Elco Ldtrecon Ungrouted CMU, (ASTM C-90) 3-1/8" 1-1/4" 8" C 1/4" Elco 410 S.S. CreteFlex Concrete (min. 3.35 ksi) 2 1!2' 1-314" 3„ 5/16" E(co Uttracon Concrete (min. 3.52 ksi) 3-1/8" 2" 3" Grout -Filed CMU, (ASTM C-90) 2-7/2" 2-1/4" 5' D 3/8" Large Diameter ITW Tapcon Concrete (min. 3 ksl) 3" 1-1/2" 4" Ungrouted CMU, (ASTM C90) 3' 1-1/2" 8' " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "UNGROUTED CMU' VALUES MAY 8E USED FOR GROUTED CMU APPLICATIONS. ALL ANCHOR HEAD TYPES ARE ALLOWED. THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI Z97.1. CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSUAF&PA NOS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100.12 •AISC 360-10 CONTENTS: GENERAL NOTES, INSTRUCTIONS 1 ANCHOR TYPES. TABLE 1 1 ELEVATIONS.... ................ .. ................... ...............• ...........2. 3 5" HORIZ. SECTIONS 4 7" HORIZ SECTIONS 5 VERT. SECTIONS 6 INSERTS 7 GLASS DP, TABLE 2 & GLAZING TYPES 8 MULLION ANCHOR CLUSTER DP - 1/4- SHIM, TABLE 39 MULLION ANCHOR CLUSTER DP - 1/2' SHIM, TABLE 410 JAMB ANCHOR SPACING - 1/4" SHIM, TABLE 5 11 JAMB ANCHOR SPACING - 1/2" SHIM, TABLE 6 12 MID -PANEL ANCHOR QUANTIY - 1/4" SHIM, TABLE 7 13 MID -PANEL ANCHOR QUANTIY - 1/2" SHIM, TABLE 814 VERTICAL MULLION DP, TABLE 9 15 EXTRUSION PROFILES 16 CORNER DETALS 16 PARTS UST, TABLE 10 16 ,wild osad nab JENS ROSOWSKI .(g Ida 040 NH d 0 c 0 cc 0 0 z N W 0 z aun J <n R. H W 0 W 1- >- 1n 0 0 yz_ 1- z ce u. 0 co DO CO CV O 0 aloe HVHZ-3520-LM °N JMO (O LL 0 laaaS H z alOoS O N to c) U%) (1) say,as • • • •• •• • • • • • • • • • • • • • • •• • •• • • • • • • ••• •• • • •• • • • • • ••• • • • • • .• • • • • •• • • • • • • • • • • • • ••a • • • • • >i ••• • • • MAX. O.C. DISTANCES REINFORCED I UNREINF. l UNREINF 5' MULLION 5' MULLION r HD MULLION 24' 14-3/8' 24' MAX. END DISTANCES REINFORCED I UNREINF. UNREINF 5' MULLION 5' MULLION 7' HD MULLION 24' 12-7/8' 24' • • • •• 11 M FR HEI • • • • • • • ••• • •I • • • •i • • • • • • SBE TAB .ES•7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE •&8F17R • 3&4FOR &8FOR 3&4FOR &8FOR STOREFRONT • !II! -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL DOOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR APPROVAL FOR QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY SPECIFICATIONS •• ••• • • • • • • • • • r"• "'"} • • 1 • , 1 • 1 1 • - _ __ !0' 4X. 1/_ { , -r-r •�'j"•i''�•f'�'T'' REINFORCEMENT _ SEE TABLE J. ___. 0` _ \_ 1/4' NUT & BOLT, SEE SHEETS 4 & 5 _. / MULTIPLE HORIZONTAL MULLIONS ALLOWED, 60' MAX. LENGTH / ._. 1 // / ,ME f,✓ GHT I 1 .} t !-j/- -- SEE O.C. SPACING ON TABLES5&6 6' MAX. — - - —'I - --1 ! -' - ._ . Itt----T----r----T-`'1=.- — - _. _.._ 1 tr-. _ y--}. 1 1 i I - _�-t ! 1 ) ill 1 ) . 1 1• 1 1 l 1`�I 1� if 3.1/2' MAX `l1liil`j I -1 1 i----J I (` 1 rl / 1 ATTACHED COMPATIBLE STOREFRONT DOOR & TRANSOM. SEE SEPARATE APPROVAL FOR SPECIFICATIONS SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE & 8 FOR 3&4FOR & 8 FOR 3 & 4 FOR & 8 FOR STOREFRONT MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL DOOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR APPROVAL FOR QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY SPECIFICATIONS TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES OF HORIZONTAL MULLION & STOREFRONT DOOR NOTES: 1. IF COMBINED WITH A COMPATIBLE STOREFRONT ENTRANCE DOOR, THE LESSER DESIGN PRESSURE VALUE OF THE DOOR OR THE WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. SEE TABLES FOR MAXIMUM ALLOWED SIZES. 3. SEE SHEET 8 FOR DAYLIGHT OPENING (DLO) FORMULAS. 120' MAX. FRAME HEIGHT (DOOR MAY LIMIT MAX HEIGHT, SEE SEPARATE APPROVAL) JENS ROSOWSKI bg� i0 6) • z O CO N 0 O HVHZ-3520-LM ON u- O N i>a4> z alcac 0 N M co ssp auas 11��1f1If/,) 1/. �.•''�10EN,T •�lC * : NO. 58705 ,(� `. ST F lv '�S�ONAL". )//111111%•,` A. LYNN M&LER, PE. P.E.M 58705 • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• •• • • •• •• • •• • • ••• • • • • ••• • • • • .• MAX. O-C. DISTANCES REINFORCED) UNREINF. UNREINF 5' MULLION 5' MULLION T HD MUUJON 24" 14.3/8' 24' MAX. END DISTANCES REINFORCED UNREINF. 5' MULLION 15' MULLION 24' 12.7I8' UNREINF T HD MULLION 24' ANCHORLESS JAMB NOTES: 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL. (COMPATIBLE STOREFRONT ENTRANCE DOOR. PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. SEE TABLES FOR MAXIMUM ALLOWED SIZES. 3. AWNING WINDOW INSERT SHOWN BUT MAY BE ANY APPROVED POT, COI OR WINDOOR WINDOW WITH A FLANGED FRAME. 4. SEE SHEET 8 FOR DAYLIGHT OPENING (DLO) FORMULAS. 5 MULTIPLE INSERTS WITHIN THE SAME STOREFRONT WINDOW ALLOWED. • • • • •• • • • • • • • • • • II EE TAILIP9W • • •JSE 1♦ALF THE 38 FOR • CLUSTER ANCHOR itD-PANEL• QUANTITY SHOWN IN TABLES 3 & 4 QUANTANCHORY IT • •• • • • SEE TABLES • 46EE TABLES 7 3&•FOR• • &8FOR CtIiSTER • MID -PANEL ANCHOR ANCHOR QUANTITIES QUANTITY .. t • • ••rF_ ••• I •• • • • • • 3• h I i ,. i SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES 3&4FOR &8FOR 3&4FOR &BFOR 3&4FOR CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES 24' MAX. CA)- - REINFORCEMENT__ SEE TABLE 9 24' MAX. O.C. 1/4"NUT &BOLT IF -\ REINFORCEMENT IS REQUIRED. SEE SHEETS 4 & 5 J l J t \ 114' NUT & BOLT, SEE SHEETS 4 & 5 // REINFORCEMENT SEE TABLE 9 TT (--'--'�f_t J Its I j LI_ ATTACHED PTAC LOUVER. SEE SEPARATE /-' APPROVAL FOR C4 SPECIFICATIONS Yr ATTACHED k__ _j WINDOW. SEE SEPARATE APPROVAL FOR SPECIFICATIONS /.I lie) i 1 I 6' MAXJ I.-. ISEE O.C. SPACING ONTABLES5&6 __ 4 -+ -[ - ,1-1,-1=r1-cif USE HALF THE SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES CLUSTER ANCHOR & 8 FOR 3 & 4 FOR & 8 FOR 3 & 4 FOR QUANTITY SHOWN IN MID -PANEL CLUSTER MID -PANEL CLUSTER TABLES 3 & 4 ANCHOR ANCHOR ANCHOR ANCHOR QUANTITY QUANTITIES QUANTITY QUANTITIES SEE TABLES 7 & 8 FOR MID -PANEL ANCHOR QUANTITY SEE TABLES SEE TABLES 7 3&4FOR &8FOR CLUSTER MID -PANEL ANCHOR ANCHOR QUANTITIES QUANTITY SEE TABLES 7 &8FOR MID -PANEL ANCHOR QUANTITY —�-1 �+-- 3-1,2' MAx. KNEEWALL\' OTHERS 6 SEE TABLES 3 & 4 FOR CLUSTER ANCHOR QUANTITIES (SPLIT BETWEEN ADJOINING WINDOWS) BY TYP. ELEVATION OF TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES OF WINDOW INSERT, PTAC INSERT & KNEEWALL 6' MAX. SEE O.C. SPACING ON TABLES 5 & 6 6' SEE TABLES 7 & 8 FOR MID -PANEL ANCHOR OUANTITY J ROSOWSKI F • c38 z 0 MD-3520-2-LM •ON `JMO (O LL O M Jaa4S h z aIO,S 0 M cn all!! SaO SauaC \ yS\err r li y/ * : No.58705 �%1:;::::'. STST TE' 4/7 51 A. LYNN MILLER, P.E. P.E.N 58706 • • ••• • • • ••• • • • •• • • • • • • • • • • • •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • • • • EMBEDMENT T EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 1. CONCRETE/CMU PER ANCHOR REQUIREMENT, __ 2X WOOD BUCK OR W000 FRAMING EXTERIOR L------ 1/ ' MAX. SHIM DETAIL A; }• •• • • INTO MAS NR ••'I DETAIL B j OR WOOD • • • • • • • • • . • r MULLION ------• • • • • • • • • `-- REQUIRED AT EACH' • • • • • ANCHOR LOCATION, MIN. 3' LENGTH EMBEDMENT EDGE DISTANCE • .1 TYP. ANCHOR TYPE. - • / EMBEDMENT AND EDGE DISTANCE PER —/ • SUBSTRATE, SEE ' ' • TABLE 1, SHEET 1. CONCRETE/CMU PER ANCHOR-3- • REQUIREMENT • REINFORCEMENT�10 y� (IF REQUIRED) • �- • • • • •• ••• •• • • • • • • • • LAYLRiHT ( ENt8 MOTO) •-•-- •-•--•-'I OPTIONAL L LAMI IG GLASS 1271 -------------- SEE BACKBEDDING DETAILS, SHEET 6 42 1X WOOD BUCKSTRIP, SEE /— NOTE 2, TH S SHEET. DETAIL A 2 THRU 1X WOOD INTO MASONRY 12' MAX. SHIM --�I INSTALLATION NOTES: EXTERIORnn FOR ANCHORLESS JAMBS, MUST 8E CONTINUOUS FOR THE — FULL HEIGHT OF THE JAMB. / FRAME WIDTH SEE (!L�& CO/ SHEET 2 XTERIOR TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE._._ SEE TABLE 1, SHEET 1. C IrDETAIL A4 I INTO METAL 1 r-, (1 `41 1/2' MAX. SHIM -► L /, '/9 �\ INSTALLATION SEALANT AND DETAILS \ BY OTHERS TO ACCOMMODATE MOVEMENT AT GREATEST DP. 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY 8E USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2. AU. WOOD BUCKS LESS THAN 1.1/2' THICK ARE TO 8E CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY 8E INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8. DETAIL A3 ANCHORLESS JAMB ( 1/4' NUT & BOLT IF REINFORCEMENT IS REQUIRED, __ / 24' MAX. FROM EACH END AND 24' MAX O.C. \� tOI REINFORCEMENT, `.)IF REQUIRED APPROVED MULLION, ALUMINUM OR STEEL /'FRAMING. SEE TABLE 1. SHEET 1. G,,11.� . 1/4' NUT 8. BOLT, 24' MAX. FROM TOP OF FRAME. REQUIRED FOR TRANSOM -JI HEIGHTS OVER 22-1/4- (SEE SEPARATE APPROVAL) EXTERIOR 43. 6066 DIST. 1-3/8. 1/4" NUT & BOLT, 24' MAX. FROM EACH END AND 24' MAX O.C. (SEE SEPARATE APPROVAL) _I EXTERIOR DETAIL E STOREFRONT I WINDOW TO TRANSOM, L_ 1 =; 111 I I � !' ThN -AJ DETAIL D STOREFRONT WINDOW TO DOOR ATTACHED COMPATIBLE STOREFRONT DOOR SEE SEPARATE APPROVAL FOR SPECIFICATIONS ATTACHED COMPATIBLE STOREFRONT DOOR TRANSOM. SEE SEPARATE APPROVAL FOR SPECIFICATIONS 1 ualq:�:ap nay J ROSOWSKI .15 6 2 0 0 U) 0) cc 0 tV 0 z U) 2 (1) co W ti >- O) 0 Z Z 0 cc LL W 0 0) (O M N 00 O aloq MD-3520-2-LM biro O LL 0 ,eagc N H Z a,c3S O N fM co Ln aNl1 A. LYNN MILLER, P.E. P.E.# 58705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• • •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• EMBEDMENT EDGE / .// DISTANCE 1 / �/ TYP. ANCHOR TYPE, EMBEDMENT AND /// ,/ / EDGE DISTANCE PER ---Lj/, ' / SUBSTRATE. SEE / //// TABLE 1, SHEET 1. / CONCRETE/CMU PER ANCHOR REQUIREMENT,...���........./// 2X WOOD BUCK OR WOOD FRAMING EXT€rr RIOR <,y 12' MAX. SHIM -+�-- it EMBEDMENT -f►�-I T'- • i D TAIL•S4 • •.•I DETAIL T� • C INFO MASONRY.j • • • • • r—MULLION • • •• li OR WOOD } • ••• • - -., OPTIONAL 14 -`� � REQUIRED AT EACH •-15 )444...N�� y11OR SOCATIOY, • • • • • • ••• "LAN • • •• •• • •• •�. 8il • • • • • • XJ / • • • • • ••• ••• -+---- DAYUGHT OPENING WIDTH -- �-t 4i'J OPTIONAL 1J LAMI10 GLASS 11-1 IJ 1 i SEE BACKBEDDING 42'/� --(11 % DETAILS, SHEET 6 EDGE DISTANCE • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. CONCRETE/CMU PER ANCHOR - REQUIREMENT 12" MAX. SHIM --•-1 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. :DETAIL S2J FTHRU 1X W000 1 t INTO MASONRY j EXTERIOR FOR ANCHORLESS JAMBS, MUST BE CONTINUOUS FOR THE FULL HEIGHT OF THE JAMB. DETAIL S4--{! _INTO METAL J (11)---• OPTIONAL0-3j-..` r-..... SEE ®& !) -SHEET 2 II I / TYP. ANCHOR TYPE, EMBEDMENT AND EDGE _ / DISTANCE PER SUBSTRATE, /--(7) SEE TABLE 1, SHEET 1. i3r" FRAME WIDTH 440) EXTERIORE " y EDGE DISTANCE 1. APPROVED MULLION, / ALUMINUM OR STEEL FRAMING. / SEE TABLE 1. SHEET 1. 1 /2' MAX. SHIM�-- INSTALLATION SEALANT AND DETAILS \ BY OTHERS TO ACCOMMODATE --� MOVEMENT AT GREATEST DP. (DETAIL S3 ANCHORLESS JAMB 1 INSTALLATION NOTES_ 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2- THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8. LICUI DS,p .naN J ROSOWSKI 'a .P • IL nogg 0 F— U w 07 (n (n 0 cc 0 N 0 ti CO M N M 0 'i'O MD-3520-2-LM Is) LL 0 LO laa;i5 z N M U7 ap, ,.lt • :ca0 LICENSE••,<'� z. * No.58705 *` A. LYNN MILLER, P.E. P.E.0 68706 • • ••• • • • ••• • • • • • • • • • • • • • • • •• •• •• • • • •• • • • •••• • • •• • • •• •• • • •• • • • ••• • •• • • • ••• DETAI 1 TNRU 1X WOOD CONCRETE/CMU PER ANCHOR REQUIREMENT \ IX WOOD BUCKSTRIP, SEE ;\ NOTE 2, THIS SHEET. \ \\` •\ • ' •r- . •• „I.• • •• •• T • • 2, 1/2- • MAX. EXTERIOR • • •• DETAIL F2 • • • • • • : -•ih1�WOOD INTO MASON; • • • • • •. • • • • • • • • • • • • ••• • __ EDGE _ _ • 2X WOOB BUCKA1119 • DISTANCE C—i ANCHOR NOTE 3, OR FRAMING. SEE,Y • SHEET 1 • n •K i • .. • EN EGEGMEYT •• • 1/2' MAX EXTERIOR FRAME HEIGHT DAYLIGHT OPENING HEIGHT l30- EXTERIOR --{ 40 SEE BACKBEDDING DETAILS, THIS SHEET i OPTIONAL LAMI IG GLASS TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 60' MAX. HORIZ. MULLION LENGTH DETAIL G HORIZ. MULLION TYP. ANCHOR TYPE, _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. J REQUIRED AT EACH ANCHOR `. LOCATION, MIN. 3' LENGTH CONCRETE/CMU PER ANCHOR REQUIREMENT DETAIL H INTO MASONRY yr 1/2' MAX. SHIM EMBEDMENT EDGE DISTANCE DETAIL F31 INTO MASONRY CONCRETE/CMU PER ANCHOR — EDGE REQUIREMENT DISTANCE EMBEDMENT 1/2' MAX. TYP. ANCHOR TYPE. L EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1. SHEET 1. INSTALLATION NOTES: 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. Z. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ME OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8. Glass Types 1 0/18" Leml.: 1/4' HS, .090' PVB, 1/4' HS 2 0/18" Laml.: 1/4' HS, .000" SO, 1/4' HS 3 1.1/4" Lami. IG: 114' HS, .000' PVB, 1/4' HS, 7/1Li Airspace. 1/4" Temp. 4 1-114' Laml. IG: 1/4" HS, .000' SG, 1/4' HS, 7/18' Airspace, 1/4" Temp. 1) PVB & SG INTERLAYERS BY KURARAY AMERICA, INC. 2) GLAZING FOR ALL GLASS TYPES MEETS AVM E1300 FOR ALL APPROVED SIZES. EDGE DISTANCE EMBEDMENT t2' MAX EXTERIOR TYP. ANCHOR TYPE. l_ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. GLAZING DETAILS APPLY BACKBEDDING ALONG ENTIRE PERIMETER FOR ALL GLASS TYPES 3/4" GLASS EXTERIOR BITE SEE GLAZING NOTE BELOW 42 APPLY BACKBEDDING ALONG ENTIRE PERIMETER 42 FOR ALL Ca ASS TYPES L 314" GLASS EXTERIOR BITE <r.„3 i NOTE BELOW SEE GLAZINGCV DETAIL F4 INTO METAL. APPROVED MULLION, ALUMINUM OR STEEL FRAMING. SEE TABLE 1, SHEET 1. C;1 A7ING NOTE: FOR GLASS TYPES 1 & 3: APPLY BACKBEDDING ALONG ENTIRE PERIMETER FOR GLASS TYPES 2 & 4: APPLY BACKBEDDING ALONG 20' FROM EACH CORNER EDGE DISTANCE TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 1. �� `ANY IYNN '//' s` �` ' L10ENgF !!� No. 58705 naa co.l�rsa0 •nab JENS ROSOWSKI 1 J a 6 00 O 0 00 LL 0 cD R.45 Q7 F— Z O to M 0) %RJ >sa0 saua5 (;kq- 'rS�QNAL E 1111111 L1` A. LYNN MILLER. P.E. P.EJI 58705 • • • ••• • • • ••• •• •• • • .• • •• •• . • • • • •• •• •• • • • • • • • • ••• . • • • • •• •• • • • • • • ••• • • • DETAIL J 2 }_ PTAC INSERT • • • • •• • • • • • • •-, • • ••• • T I • • • i '(Y Sr-1 2J REMOVE GLAZING LEG AS REQUIRED FOR PTAC LOUVER INSTALLATION . • I11i g J�___._ILRa I • • • • �5 ) REFER[O PAC a3UVER • • APPROVAL FOR LOUVER INSTALLATION REQUIREMENTS • • •• • • • • • • • • • • • ?jAt10_U_VILR&WINDOW INSERT NOTES:, 1. REFER TO SEPARATE WINDOW APPROVAL FOR ALL WINDOW INSERT REQUIREMENTS AND �•. • • • • • IN TION. 2. VAIING WINDOW INSERT SHOWN BUT MAY BE ANY • APPROVED PGT, CGI OR WINDOOR WINDOW WITH A • FLANGED FRAME. • •+ REFER TO PTAC LOUVER APPROVAL FOR ALL PTAC LtEVER REQUIREMENTS AND INSTALLATION. 4. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL. (PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. EXTERIOR lr 1/2' MAX. SHIM 7 DETAIL K /j %1 T PTAC INSERT / V EMBEDMENT / / // DETAILL1 PTAC INSERT 1 1)OR 11 SEE U& /SHEET 2 EDGE ' DISTANCE r-- INSTALLATION NOTES: 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ME TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8. SHEETS 5.10. tz- PTAC LOUVER, REFER TO SEPARATE APPROVAL FOR --- , INSTALLATION REQUIREMENTS ._ :4:::::.. REMOVE GLAZING LEG AS / REQUIRED FOR PTAC ---' EXTER103. LOUVER INSTALLATION srT J DETAIL M-1 PTAC INSERT 1 SEE 198 SHEET 2 --►! 1.000' He-- DETAIL P WINDOW INSET 1/2' MAX. SHIM EXTERIOR f' 7 T7 7 /,// /%/`. DISTANEDGECE (+r. •I /I r j • A EMBEDMENT /'�' >~ H, r DETAIL L I) WINDOW INSERT PGT, CGI OR WINDOOR FLANGED WINDOW (AWNING SHOWN). REFER TO SEPARATE APPROVAL FOR INSTALLATION REQUIREMENTS REMOVE GLAZING LEG ® WINDOW INSERT 40) PGT, CGI OR WINDOOR FLANGED WINDOW (AWNING SHOWN), REFER TO SEPARATE APPROVAL FOR INSTALLATION REQUIREMENTS DETAIL O 1 WINDOW INSERT 1 grER10R I -DETAIL Q LWINDOW INSERT Aab. .o:ltit.-_,40 'nay J ROSOWSKI 1 O N M O M D-3520-2-LM OMO CO LL 0 1a8Yf D') Z N M U) v) a;l!I •aca0 sa A, LYNN MILLER, P.E P.E.M 58705 t • • ••• •• .• • • • • . • • • • • . ••. • • • ••• • • • .• • • • • • • • •• ••• •• • • • • •• •• •• • • • • • ••• LE 2: Max. DP due to Glass Limitations, pst Max DP due g Glass limitations, psi Max. DP due to Glass Limitations, pat ComMins Wkkh FM** Height Mess Types 1 8 3 Gies Types 2 a 4 Centskm Width FM1A H.Igl2 Gess.Tapes 01 at e 4 • Mao Twos • a 40 • • Contemn. • 41/k06• • t• 11 • N tiw Type • 1 a 3 Glass Types 2 8 4 24' .701.80 +90 /-120 24' • ••• • 76' •• • •70 (ap0 • /-1 • ..24* • • • • • • • 108' • • • • • •701.80 .90 /-120 30' .701.60 .901.120 30' 439/40 + -1 30' 1070/40 .90I.120 36' +70 /40 .90 /-120 36' .70 /410 .90 /420 38' • +70 /40 .90 /.120 42' +70 /40 .90 /-120 47 *70140 +90 /420 42 +70 /40 .90 /-120 48' +70 /40 +90 /.120 4' +70140 .90 /-120 46' .90 /420 54' .70140 .90 /-120 54' j77b1-00 90 /S-120 54' +901.10D 60' .70140 .9p /-120 80' +668 78. •1���666 • 60'• • .90/ -100 � +70 /40 .90 /-120 70' • • l +I/-14 . • 70 +60.31.80.3 72' +70 /-60 +90 /-120 72' • • • .W 1.1 9 • - +59.41-59.4 114'48'+70 /40 +90 /-120 84' s • • 460 /400 1 • 24. ' • • • • 114' +70 /40 +901-120 --Mr" .7'01.80 +901.120 90' • • • +a01'-100 1, • 30b • +70 kid +901-120 92' .70 /40 .901-120 92' .90 /-100 38' .70 /40 +90 /-120 96' .70 /40 +90 /-120 96' .61.8 /41.6 42' +90 /.120 102' +90 /-120 102 .59.2 /-59.2 48' +90 /-120 106' .90 /-120 109' +572157.2 54' .90 /-100 120' +90/420 24' �• +70140 +90/-120 80' +90/400 132' +90 /-100 30' +70 /40 +90 /420 70' .58.8188.8 144' .901.100 36' +70 /410 ♦90 /-120 72' .57.9 /47.9 24' 60' .70 /40 +901-120 42' +70 /80 +90 /-120 24' 120' .70 /40 .90 /420 300' +70 /410 +901-120 48' 470 /40 .90 /-120 30' .70140 .90 /-120 'W- .70 /40 +90 /-120 54' +69.21-79.1 .90 /420 36' +70 /40 +90 /-120 42' +70 /40 +90 /-120 60' +90 /-119.5 42' +90 /-120 46' +70 /40 +90 /-120 70' .90 /-100 44' +90 /420 54' +70 /40 +90 /-120 77 +901-100 54' +901.100 60' .70140 .901-120 64' +90 /-100 60' +90 /-100 70' .70 /40 .90 /-120 90' .63.6 /43.6 70' *57.5 /47.5 72' .70 /40 .90 /420 97 •82.5 /42.5 72' .56.6 /46.6 64' .90 /-119.5 96' +60.3 /40.3 24' 126' +70 /410 +90 /-120 90' .90 /-115.2 102' •57.7 /57.7 30' .70 /.80 .90 /-120 92' .90 /414 24' 90' +70 /40 .90 /-120 36' .70 /40 +90 /420 96' *90/411.7 30' .70140 .90/420 47 .90/.120 102' +90 /-100 38' +70 /40 +90 /-120 48' .90 /-100 106' .90 /400 42' +70140 +00 1.120 54' +90 /400 120' .90 /400 48' .70 /80 .901.120 60' +62.4 /42.4 137 .61.5 /41.5 54' 490 /-120 24' 132' +70 /40 +90 /-120 144' +80 /40 60' +901-115.2 30' .70 /40 +901.120 24' 72, +70 /-60 ♦90 /-120 70' +90 /-100 36' +90 /-120 30' +70 /40 +90 /420 72' +90 /-100 42' +90 /-120 36' +70 /40 .90 /420 64' +63.6 /•63.6 48' +90 /-100 42' .70 /40 .901-120 90' .63.4 /43.4 54' +90 /-100 48' +70 /40 +90 /-120 97' .62 /42. 60' .61.5 /41.5 54' .70 /40 +90 /-120 96' +59.6 /49.8 24' 136' +70 /40 +90 /-120 60' +70 /40 .90 /-120 24' 97-Y4' .70 /40 +90 /420 30' .70 /40 .001420 70' .90 /-120 30' .70140 .90 /420 36' *e0 /-120 7r +90 /-120 36" .70 /40 +90 /420 42' +90 /-100 64' +90 /-100 47 +70 /40 +90 /420 46' +90 /-100 90' .90 /-100 +70/40 +90 /-120 54' +65.6 /45.8 92' .90 f•100 54' +90 /-117.9 60' .60.7 /410.7 96' +90 /-100 00' +90 1-100 24' 144' +10 /40 +90 /-120 10Y +81.2 /41.2 70' .90 I-100 30' +70 /40 +90 /420 108' +59.4 /49.4 72. +99 /48 36' +90 /-120 120' +58.61.56.6 64' .59.5 / 59.5 4Y +901400 24' 10Y +70 /80 +90 /420 49' +90 /-100 30' +70 /40 +90 /-120 64' +65 /45 36' +70 /40 .90 /420 60' .60 /40 - +70/40 .90/-120 46' .90 /-120 S4• .90 /-1181 60' +90 h100 70' .881 /47.9 77 +81.2 /41.2 84' +57.71-57.7 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL. (COMPATIBLE STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. FRAME HEIGHT CENTERLINE _ WIDTH CENTERLINE WIDTH --a- DLO HEIGHT DLO WIDTH - - -a- DLO HEIGHT DLO WIDTH -+- 1 / CENTERLINE HEIGHT 1 - 1 FRA HEI( 1 OLO HEIGHT 1 DLO WIDTH --a- // CENTERLINE HEIGHT FRAM MEIGH 1 1 f 1+-- FRAME WIDTH __� FRAME WIDTH 1' 9/16" LAMINATED GLASS STACK .090'PVBINTERLAYER 1/4' HEAT - STRENGTHENED GLASS GLASS TYPE 1 _ 9/18' LAMINATED GLASS STACK .090' SG INTERLAYER 1/4' HEAT- , -STRENGTHENED GLASS GLASS TYPE 2 9/18' LAMINATED GLASS STACK 1/4' HEAT - STRENGTHENED GLASS E)MIOR 135.39) 9/16' LAMINATED GLASS STACK 1/4' HEAT - STRENGTHENED GLASS EXTERIOR KJ T E IT DLO (DAYLIGHT OPENING) FORMULAS: FRAME WIDTH - 4' • DLO WIDTH FRAME HEIGHT • 4' • DLO HEIGHT CENTERLINE WIDTH • 3' = DLO WIDTH CENTERLINE HEIGHT - 3' = DLO HEIGHT CENTERLINE WIDTH• 1-12' = GLASS WIDTH CENTERLINE HEIGHT- 1-1/2' *GLASS HEIGHT FRAME WIDTH - 2.1/2'' GLASS WIDTH FRAME HEIGHT - 2-1/2' = GLASS HEIGHT 1-1/4' NOM. 1.G. GLASS STACK .090' PVB INTERLAYER --7//6' AIRSPACE _,--1/4' TEMPERED GLASS GLASS TYPE 3 1.1/4' NOM. I.G. GLASS STACK .090' SO INTERLAYER 7/18' AIRSPACE 1/4' TEMPERED GLASS GLASS TYPE 4 Pass 'types 1 9/16' Lami.: 1/4" HS, .090' PVB, 1/4' HS 2 9/18' Lae.: 1/4' HS, .090' SG, 1/4" HS 3 1-1/4' L8/ni. 1G: 1/4" HS, .090' PVB, 1/4' HS, 7/16` Airspace, 1/4' Temp. 4 1-114' Lemi. 10: 1/4' HS, .090' S0. 1/4' HS, 7/18" Airspace, 1/4' Temp. 1) PVB 8 SG INTERLAYERS BY KURARAY AMERICA, INC. 2) GLAZING FOR ALL GLASS TYPES MEETS ASTM E1300 FOR ALL APPROVED SIZES. l 1S 4.6 ga F uo0d.�sa0 aaH JENS ROSOWSKI AS u.oao -J (1) -J Zr- ›- co 0 0 z z 0 LL. W fi 0 co co O O oiop HVHZ-3520-LM aN /+40 CO LL 0 CO ioo4S 1- z alox 0 N (1) (n 0Hr1 "sad r r1a5 11111 /11///// ,0% NV LYNN 1/4/ •!•./ee �� * No.58705 C11 ice((' '•.e(ORIOP• ,.•' ///eiOIYAL �G ,`• 1// I/111111111 A. LYNN MILLER, P.E. P.E.M 58705 • • ••• • • . ••• •• •. • • • •• .. • • • • • . • • • . • • • • ••• •• • •• • • •• • • • . •• ••• • • • • • • . . • • ABLE 3: Mellon Anchor Cluster DP.•t Heed/Sit (+I- pst) Shen lliob.ea: 1/4' • Mullion Anchor Cluster DP et Heed/Sid, (+I- psf) Shen Thickness: 1/4' i. �. CENTERLINE CENTERLINE Aaaps cm••0le Fnurr (30p'A' Anchorouantty Grotp'8' Anchor 01.140y doup`C' Anclnr QuW47 •Goup•� Amon Ouptily• ` A`valp gent.*. irk Gnnp'A• rolordiaROty •Group •B' •An•or Cus48y Gnar4+'C" Anchor Quantty GrorP'0' Anchor Quantity _ " WIDTH 1 WIDTH 2 H01916 ♦ 48 • 4 6 a______S 8��� mg 8 Width 24' 4 120.0 0 120.0 4 120.0 0 120.0 4 120.0 6 120.0 �1 Q 120.0 Wd• • 24'• • • • • • • 890.0 6 120.0 •6 9120.0 PA 5 120.0 8 120.0 120.0 6 120.0 8 120.0 4 120.0 120.0 SILL SHOWN, 30' 1200 120.0 120.0 120.0 120.0 120.0 1 5' 120'.5 30' 4420.0 12081 pe9.0 141.0 120.0 120.0 1210 120.0 12.0 120.0 120.0 35' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 121.0 1200 120.0 120.0 HEAD SIMILAR 47 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 120.0 120.0 120.0 108.E 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 120.0 1201 120,0 120.0 120.0 120.0 120.0 120.0 49' 118.1 120.0 120.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 y) 54' 120.0 120.0 120.0 1200 1200 120.0 120.0 •1120A • •• 64' • 110.E 1 0 120.0 93.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 FRAME yj 60• 120-0 120.0 123.0 120.0 120.0 179.0 120• 120.0• •60•• • . • 403. 110awe6.9 120.0 120.0 120.0 120.0 120.0 120.0 /20.0 FOR ANCHORLESS JAMBS HEIGHT 120.0 120.0 120.0 120.0 1200 120.0 120.0 1120-04 •. 70' * • 64; ip0.2• 0.o 1%..0 64.0 120.0 120.0 120.0 120.0 120.0 120.0 /20,0 USE ONLY HALF OF THE ANCHORS 77 120.0 120.0 120.0 1200 120.0 120.0 1200 tl0.0• • 72Y . • • 9e.{e� i20.0 120$ 83-3 120.0 120.0 12T-0 120.0 120.0 130.0 120.0 SPECIFIED IN TABLE 3, AND: 64' 48' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 *0.04 • M• • • 196.4a 120.0 120.0 • 661.E 120.0 120.0 120.0 120.0 120.0 120.0 123.0 I 90' 1210 1210 120.0 120.0 120.0 120.0 120ar120�• • ••0066.4. ago 110Q Bi.6 120 120.0 12 120.0 126.0 120-0 120.0 120.0 1200 AVERAGE CENTERLINE 1 9Y 120.0 121.0 120,0 120.0 1200 120.0 120.0 120.0 92' 98.4 120.0 120.0 61.6 120.0 120.0 1200 120.0 1201 120.0 1200 CENTERLINE c 0t Th 1 90' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 96' 90.4 120,0 120.0 81.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 WIDTH ucgd.asaq 'nay 102'120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 102'96A 120.0 121.0 81.6 120.0 110.0 120.0 120.0 120.0 120.0 1200 6�A���'• O�� ���8 106' 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 108 96.4 120.0 120.0 01.6 120.0 120.0 120.0 120.0 120.0 120.0 1200 120' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 3• -"- 3. (2')CO 132' 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.E 30' 120.0 120.0 1110 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 FOR INTERIOR MULLION CLUSTERS fL N 144• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 120.0 1210 1200 111.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 q SEE TABLE 1, SHEET 1 JS ROSOV O 24' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 117.4 120.0 120.E 99,4 120.0 120.0 1200 120.0 120.0 120.0 1200 USE THE QUANTITY OF ANCHORS SPECIFIED I FOR ANCHOR MIN. O.C. c- 3�p - 120.0 120.0 120.0 /20A 120.0 120,0 120.0 120.0 48' 107.4 120.0 1270 00.9 120.0 120.0 120.0 120.0 120.0 120.0 1200 IN TABLE 3, AND: I SPACING, 4' MAX. 47 36' 1200 120.0 120.E 1200 120.0 120.0 120.0 1201 Si' 100.0 120.0 120.0 84.7 120.0 120.0 120.0 120.0 120.0 120.0 120.0 47 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 90„ 94.5 120.0 120.0 60.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 AVERAGE CENTERLINE + CENTERLINE SEE TABLE 1. SHEET 1 FOR 3)00 48' 1200 120.0 120.0 1200 120.0 120.0 120.0 120.0 70' 88.4 120.0 120.0 74.6 112.2 120.0 112.2 120.0 120.0 120.0 120.0 CENTERLINE = WIDTH 1 WIDTH 2 ANCHOR MIN. O.C. SPACING, 4' MAX. 64' 1200 120.0 120.0 1200 120.0 120.0 120.0 120.0 77 67.5 120.0 120.0 74,1 111.1 120.0 111.1 120.0 120.0 120.0 120.0 WIDTH 2 r J 60' 120.0 120.0 120.0 1200 1200 120.0 120.0 1210 Sr 84.4 120,0 120.0 71A 107.1 120.0 107.1 120.0 120.0 120.0 120.0 W T 1200 120.0 120.0 120.0 1200 120.0 120.0 110,0 "' 84.0 120.0 120.0 /1.1 105.7 120.0 106.2 120.0 120.0 120.0 120.0 J N 77 120.0 120A 120.0 120.0 1200 120.0 120.6 120.0 02' 61.0 1210 120.0 71.1 106.7 120.0 1017 1910 120.0 120.0 120.0 84• Or 120.0 120.0 120.0 1200 1210 1210 120.0 120.0 ow84.0 120A 120.0 71.1 106.7 120.0 1017 1210 120.0 1200 120.0 !Anon Anchor Cluster DP al F1••dIsle, 9wn 718ctnecr. t14• 9 90' 120.0 120.0 120.0 1200 1200 120.0 120.0 1200 102' 84.0 120.0 120.0 71.1 106.7 120.0 106.7 120.0 120.0 120.0 1200 (4J-pst) uM I--M 07 1200 120.0 120.0 120.0 120.0 120.0 120.0 1220 24' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 Afttge Group 'A" Grap'6• Getup'C 0r0/4*17 06' 1200 120,0 1200 1200 1200 120.0 120.0 120.0 37 120.0 120.0 120.0 118.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 Ceroe4ate New Anchor Quality Armor War46Y ArcnorOuMay ArcirorOuiNty 107 120.6 120.0 120.0 1200 1200 120.0 120.0 120.0 36' 118.5 120.0 120.0 100.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 With 4 6 6 4 6 8 4 6 6 4 6 106' 120.0 120.0 120.0 1200 1206 120.0 120.0 120.0 47 105.5 1110 120.0 893 120.0 1210 1200 120.0 120.0 120.0 1200 24' 120.0 1200 120.0 111.1 1200 1200 1200 120.0 120.0 120.0 1200 137 120.0 120.0 123.0 120.0 120.0 120.0 120.0 120.0 47 86.1 120.0 1200 81.4 120.0 120.0 1200 120.0 120.0 1200 1200 30' 108.0 120.0 1200 91.4 120.0 1200 120.0 1200 120.0 1200 120.0 137 120.0 120.0 120,0 120.0 1200 120.0 120.0 120.0 54' 80.0 120.0 120.0 75,4 113.1 1200 113.1 120.0 120.0 120.0 120.0 36' 92.6 120.0 120.0 704 117.6 1200 117,6 120.0 120.0 120.0 120.0 144' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 973/4, 81.7 120.0 120.0 70.8 106.3 120.0 103.3 120.0 127.0 120.0 120.0 42' 811 120.0 120.0 66.3 103.0 1200 103.9 120.0 120.0 120.0 120.0 24' 120,0 120A 120.0 120.0 1200 120,0 120.0 120.0 70' 77,4 110.2 120.0 49.8 6.3 1110 98.3 1200 120.0 120.0 120.0 40 120' 738 110.7 1200 625 93.8 1200 018 1200 120.0 1201 120.0 30' 1200 120.0 120,0 120.0 120.0 120.0 120,0 120.0 72' 78.5 114.E 120.0 64.8 97.2 120.0 97.2 120.0 1200 120.0 120.0 54' 67.7 101.6 121.0 57.3 06.0 1147 860 1200 120.0 120.0 123.0 30' 120.0 120.0 126.0 1200 120.0 120.0 120.0 120.0 64' 72.8 100.0 120.0 61.6 922 120.0 82.2 120.0 120.0 120.0 1200 or 63.0 945 120.0 53.3 80.0 1067 60.0 120.0 1200 120.0 127.0 47 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 00' 71.7 107.5 120.0 60.7 91.0 120.0 91.0 120.0 120.0 120.0 120.0 70' 57.2 656 114.3 464 72.6 166 726 108.9 120.0 120.0 121.0 --**- 120.0 120.0 420.0 1206 1200 1200 120.0 120.0 92' 71.5 1072 120.0 60.6 007 120.0 00.7 120.0 120.0 1200 120.0 72' 56.2 644 112.6 47.6 71.4 95.2 71.4 107.1 121.0 120.0 120.0 54' 120.0 120.0 118.5 1200 1200 120.0 120.0 120.0 24' 120.0 120.0 12 t0 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 21• 120.0 120.0 120.0 105.3 120.0 1200 120.0 1200 120.0 120.0 120.0 60' 120.0 1200 114.3 120.0 120.0 120.0 120.0 120.0 30' 120.0 120.0 120.0 110.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37 102.2 120.0 120.0 865 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70' 120.0 120.0 111.2 120.0 1200 /20.0 120.0 1201 36' 112.6 120.0 120.0 912 120.0 120.0 120.0 120.0 120.0 1200 120.0 36' 87.5 120.0 120.0 74.1 111.1 1210 111.1 1200 1201 006 /20.0 COPYRIGHT G 2818 CGI WINDOWS & DOORS ALL RIGHTS RESERVED CERT. OF AUTH. 829298 TABLE 3 77 77 120.0 1200 111.1 120.0 1200 120.0 120.0 1202 42' 100.0 120.0 1200 84.7 120.0 120.0 123.0 120.0 120.0 120.0 120.0 42' 77.1 115.7 120.0 613 00.0 1200 980 120.0 1200 120.0 /20.0 84' /260 120.0 111.1 1200 1200 1200 120.0 120.0 48' 90.9 120.0 120.0 789 115.4 120-0 115.4 120.0 120.0 120.0 120.0 48' 126' 69.5 104.2 120.0 588 86.2 117.6 882 120.0 120.0 120,0 120.0 �0' -- 120.0 1200 111.1 120.0 129.0 120.0 120.0 120.0 54' 107 84.0 120.0 120.E 71.1 1087 1210 106.7 120.0 121.0 120.0 1200 54 63.6 956 121.0 53.9 60.8 107.7 608 120.0 1200 120.0 121.0 92' 121.0 1210 111,1 1210 1210 120.0 120.0 1201 --lid-- 78.7 118.1 120.0 817 100.0 120.0 100.0 120.0 120.0 120.0 120.0 6')' 521 586 118-1 560 750 100.0 75.0 1125 120.0 120.0 120.0 96' 120.0 120.0 111.1 120.0 1200 120.0 120.0 120.0 70' 72.5 100.8 120.0 61.4 02.1 1211,0 021 120.0 120.0 120.0 120.0 70• 634 801 105.E 452 67.8 004 67.0 101.7 120.0 120.0 120.0 102' 120.0 120.0 111.1 1260 120.0 1210 1200 1201 72' 71.6 107.4 120.0 60.6 90.9 120.0 90.9 120.0 120.0 120.0 120.0 77 62.5 212 105.0 MA 66.7 88.9 667 1000 1200 120.0 120.0 . 106' 120,0 1200 111.1 120.0 120.0 1200 120.0 120.0 04' 67.5 161.2 120.0 57.1 657 114.3 85.7 120.0 120.0 120.0 120.0 24' 116.1 120.0 120.0 100.0 1310 1200 1200 120.E 120.0 120.0 120.0 120' 126.0 120.0 111.1 120.0 120.0 120.0 120.0 126.0 00' 60.3 99.0 1201 86.1 84.2 112.3 64.2 120.0 120.0 120.0 120.0 30' 96-9 120.0 120.0 821 120.0 1200 120.0 1200 110.0 120.0 123.0 24' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 24' 1201 1200 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 1200 36' 820 1200 120.0 70.2 105.3 120.0 106.3 1200 120.0 1200 120.0 30' 120.0 120.0 120.0 120.0 1200 120.6 120.0 1260 30' 120.0 1200 120.0 103,2 120.0 120.0 120.0 120,6 120.0 1200 1200 _42T_ 132' 73.0 1006 t30.0 616 927 1200. 027 1200 110.0 120.0 120.0 36' 1200 120.0 .120.0 120.0 120.0 120.0 120.0 120.E 36' 1050 120.0 120.0 68.9 120.0 120.0 120.0.120.0 120.0 120.0 120.0 46• 66.6 984 120.0 65.6 63.3 111.1 83.3 120.0 120.0 120.0 120.0 47 1200 120.0 120.0 120.0 120.0 110.0 120.0 120.E 42' 93.1 1210 1200 76.0 118.2 120.o 11e.2 120.0 120.0 120.0 120.0 '•"" 60.6 90.0 121.0 508 76.2 101.8 762 114.3 120.0 120.0 1520 42 120.0 120.0 111.1 120.0 120.0 120.0 120.0 120.0 40' or64.4 120.0 120.0 71.4 107.1 120.0 107.1 120.0 120.0 120.0 120.0 97 55.6 634 111.2 47.1 706 04.1 70.6 105.9 120.0 120.0 120.0 64' 1200 120.0 104.6 1200 120.0 120.0 120.0 120.0 14' 77,8 116.2 120.0 115.8 96.8 120.0 688 120.0 110.0 120.0 127.E 24' 112.5 1200 120.0 912 120.0 120.0 1206 1206. 120.0 120.0 120.0 elf 1181 120.0 100.0 120.0 120.0 130.0 1200 120.0 11.7 109.0 120.0 61,5 62.3 1210 023 120.0 1210 120.0 1200 "- 922 120.0 120.0 766 117.t (200 117.1 120.0 1200 /20.0 /36.0 70' 78' 113.0 1201 917 120.0 1200 120.0 120.0 120.0 70• 66.5 904 120.0 56.4 846 112.7 54.5 120.0 120.0 120.0 1200 36' 76.7 118.1 12.0 367 100.0 1200 1000 1200 120.0 1200 120.0 1120 120.0 952 120.0 1200 120.0 120.0 120.0 72' 83.0 984 120.0 65.0 613 111.1 013 120.0 120.0 120.0 120.0 42' 138' 60.2 1031 120.0 58.3 57.0 117.2 67.9 t200 120.0 120.0 127.0 1-�4 111.4 120.0 04.7 120.E 120.0 120.0 1200 120,0 }�44 01.4 01.0 120.0 51.0 77.9 103.9 77.0 116.9 120.0 120.0 0 46• 62.2 033 1200 626 78.0 1053 76.9 1164 120.0 120.0 120.0 -65'^ 111.3 120.0 04.7 1200 1200 120.0 120.0 /20.0 24' 120.0 120.0 120.0 117.E 1200 120.0 120.0 1200 120.0 1200 1200 64' e8.6 e5.1 113.5 420 72.7 66.1 721 106.1 120.0 120.0 120.0 97 111.6 120.0 94.7 120.0 1200 120.0 120.0 120.0 30' 114.5 120.0 120.0 9/.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 07 526 76.1 106.0 44.4 06.7 68.9 66.7 1060 120A 120.0 1200 111.e 120.0 04.7 120.0 1200 120.E 120.0 120.0 3366 98.4 120.0 1210 63.3 1210 120.0 1110 1210 125,E 1201 120.0 24' 107.4 120.0 120.0 909 120.0 1210 120.0 1200 1200 120.0 120.0 --Ter-" 111.8 120.0 04.7 120.0 120.0 120.0 120.0 120.0 47 87,1 126.E 1200 717 110A 120.0 110.E 120.0 120.0 1260 120A 30' 67.0 120.0 120.0 744 11' 6 1200 111.6 120.0 120.0 120.0 120.E 100' 111.8 120.0 64.7 120.0 1200 120.0 120.0 120.0 48' 114' 78,7 118.1 120.0 617 100.0 120.0 100.0 120.0 1200 120.0 1200 36• 76.0 112.5 1200 63.6 96.2 120.0 95.2 1200 120.0 120.0 127.0 64' 72.4 108.6 120.0 61.3 92.0 120.0 92.0 120.0 120,0 120.0 120.0 4? 144' 659 06.6 120.0 567 836 111.5 646 120.0120.0 120.0 120.0 ';ca,�.... 0IAre OF 60' 67.6 101.2 120.0 57.1 66.7 114.3 65.7 120.0 120.0 1210 120.0 46' 60.1 586 116.1 50.0 75.0 1000 750 1126 120.0 126.0 1250 'i c(% •'•;e[ORID►'..••. \ems 70' 61.5 023 120.0 52.1 78.1 104.2 78.1 117.2 120.0 120.6 120.0 64' 53.8 601 107.7 456 68.4 01.2 86.4 1026 120.0 t20.0 12).0 ' . • • • • • l7's/°NAL 77 60.6 90.9 120.0 61.3 76.9 112.6 76.9 115.4 120.0 120.0 120.0 el' 40.7 746 00.6 421 63.2 642 632 04.7 1200 176.4 127.0 `. ECG /Y 1, IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL. (COMPATIBLE STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. r I t t I I i t t t 1t A. LVNN MILLER, P.E. PEA 58705 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TABLE 4: Mullion Anchor Cluster DP at Head/Sill, (+6 psf) 6h a llicknesa: y,7' ►�Ilipon�Anchor Cluster DP at HeediSil, (+I_ psi) Shim Thickness: v7 a CENTERLINE CENTERLINE c. Aay Aye Enable 0n1up'A' Anchor Glumly 0mup'8' Anew Quantity Group ' Amber Quantity • Etoup'I AnA ct OI44ty • A1et',e matt• • or 4,„w, �p„�,, Art" Group • awrlly Grout C' Anchor Ouen5ty Group 'D' Anchor OuanOy WIDTH 1 WIDTH 2 Canta6irta t •'w•• • "•'tiy hahor Wlalh 4 e 4 6 4 6 E 0 Wit • 4 6• 8 8{• 6 8 4 8 8 4 6 1 M' tm.0 120.0 MA) 120.0 1m.0 7m.0 r?r.i 241 120.0 120.01120.0 blm.1 120.0 120.0 120.0 120.0 120.0 tm 0 120.0 i SILL SHOWN. 30' 1200 120,0 120.0 120.0 1200 120.0 120,0 120,0 30' 1m.0 12S�1I0.0 1Q0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 HEAD SIMILAR 3r 120.0 1m.0 im.0 120.0 120.0 1200 120.0 120.0 36' 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 120.0 120.0 120.0 120.0 1200 1200 120.0 120.0 42' 120.0 120.0 120.0 106.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 46' 520.0 120.0 120-0 120.0 120.0 120.0 120.0 120.0 48' 118.1 120.0 120.0 1000 1200 120.0 120.0 120.0 120.0 120.0 120.0 co 54' 120.0 120.0 120.0 120.0 120.0 120.0 1200 • T10,0d • 54• • • • 1104 4240 12tL0.63.6 120.0 120.0 120.0 120.0 120.0 120,0 1200 FRAME to 60 1200 120,0 120.0 120.0 4200 120.0 t20.E 120.0• • e. V • p06.P 120.0 0 Sao 120.0 1200 120.0 120.0 120.0 120.0 120,0 FOR ANCHORLESS JAMBS HEIGHT �q 70' 120.0 120.0 1200 120.0 120.0 120.0 120,0 • A! • • 74 8 88r •99.$ 420.0 1210 64.0 1200 120.0 120.0 120.0 120.0 126.0 1200 USE ONLY HALF OF THE ANCHORS O 77 1200 120.0 120.0 120.0 120.0 1200 120-0 20.0. • 76 8 • • 08.• 120.0 120.0.83.3 120.0 1200 1200 1200 120.0 120.0 1200 SPECIFIED IN TABLE 4, AND: 84' 120.0 120,0 120.0 120.0 120.0 120.0 120k. 20.0 � 6T • • ♦98.1 020.0 120.0+ 61.6 120.0 120.0 120.0 120.0 120.0 120.0 1200 " W'r 120.0 120.0 120.0 120.0 02D.0 120.0 120.0 120.0 167 . • •961 A$.0 �0 81.6 120.0 1200 120.0 120.0 120D 120.0 120.0 AVERAGE CENTERLINE. 67 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 92' 96.4 120.0 120.0 81.6 1200 120.0 1200 1200 120.0 120.0 120.0 CENTERLINE = WIDTH 1 0r 120.0 1210 120.0 1N.0 1200 120.0 120.0 120.0 96' 964 120.0 120.0 81.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 WIDTH uogo.esan may 102' 120.0 12.0 120.0 120.0 120.0 1200 120.0 120.0 107 96.4 120.0 120.0 81.6 120.0 1260 120.0 1200 120.0 120.0 120.0 _ _. . __ I ! i 108' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 10r 06.4 120.e 120.0 81.6 120.0 120.0 1260 120.0 120,0 120.0 120.0 Y OD 120' 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 24' 120.0 120.0 120.0 120.0 120.0 120.0 1260 120.0 120.0 120.0 120.0 3' --•-1 f - I ---'''1 1-"*"- 3' CO 132' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 FOR INTERIOR MULLION CLUSTERS i 1r N 144' 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 27 120.0 120.0 120.0 111.1 120.0 120.0 120.0 1200 120.0 120.0 120.0 SPECIFIED SEE TABLE 1. SHEET 1 VS ROSOI O 24' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 117.4 120.0 120.0 99.4 1200 120.0 120.0 123.0 120.0 120.0 120.0 USE THE QUANTITY OF ANCHORS ---• FOR ANCHOR MIN. O.C. c"' 30' 120.0 120.0 120.0 120.0 120.0 120.0 120 0 120.0 48' 107.4 120.0 120.0 90.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 IN TABLE 4, AND:• SPACING, 4' MAX. O 36' 120.0 1200 120.0 120.0 120.0 120.0 120.0 420.0 54' 100.0 120.0 120.0 84.7 120.0 120.0 120.0 1200 120.0 120.0 120.0 I I own a7 120.0 1200 test 120.0 120.0 1206 120.0 1200 60' 94.5 120.0 120.0 60.0 120.0 120.0 120.0 120.0 120.0 120D 120.0 AVERAGE CENTERLINE + CENTERLINE _ SEE TABLE 1, SHEET 1 FOR �+-ANCHOR 48' 1200 120.0 MO 120.0 1200 1200 120.0 120.0 70' 66,4 120.0 120.0 74.6 112.2 120.0 1122 12..0 120.0 120.0 120.0 CENTERLINE • WIDTH 1 WIDTH 2 i MIN. O.C. SPACING, 4" MAX, J 64' 120.0 120.0 120.0 120.0 1200 12D.0 120.0 120.0 72' 87.5 120.0 120.0 74.1 111.1 120.0 111.1 120.0 120.0 120.0 1200 WIDTH 2 r J 60' 120 120.0 1200 120.0 1200 1200 120.0 120.0 84' 64.4 120.0 120.0 71.4 107.1 120.0 107.1 1200 1200 120.0 120.0 120.0 120.0 1200 120.0 1200 120.0 120.0 MO 60' 84.0 120.0 120.0 71.1 106.7 1200 106.7 120.0 120.0 120.0 120.0 --33 J N T7 120.0 1200.0 120.0 420.0 120.0 120.0 120.0 120.0 92' 64.0 120.0 120.0 71.1 1067 120.0 1067 120.0 120.0 120.0 120.0 Q L(i 64' �. 120.0 120.0 1206 120.0 120.0 120.0 120.0 120.0 98' 84.0 120.0 120.0 71.1 106.7 1200 108.7 120.0 120.0 120,0 1200 '(9 M 07 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 107 84.0 120.0 120.0 71.1 106.7 120.0 1067 120.0 120.0 120.0 120.0 Mullion Anc Dr Cluster DP et Head/S18, (+I-OsO 6110 116aross" v7 u.c,0 H 97 120.0 120.0 120.0 120.0 1290 120.0 120.0 120.0 24' 120.0 120.0 120.0 120.0 1200 1290 120.0 imo 120.0 120.0 120.0 A Gtoup • 98' 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 30' 120.0 120.0 120.0 1160 120.0 1200 120.0 120.0 120.0 120.0 120.0 c.f. FT.'" Omni* maw Ouap Anew 0uantay Archer Ouen1y Arctar Ou4retty 102' 120.0 120.0 120.0 420,0 120.0 120.0 120.0 120.0 36' 116.5 120.0 120.0 100.3 120.0 120.0 120.0 1200 120.0 120.0 120.0 Width McQN 4 .6 B 4 '6 B 4 6 8 4 6 108' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 105.5 12.0 120.0 89.3 120.0 1200 120.0 120.0 120.0 17.0 120.0 24.' 1206 1200 120.0 111.1 1200 123.0 120.0 1200 120.0 1200 120.0 120'. 120.0 120.0 1200 120.8 1200 120.0 120.0 120.0 40' 961 120.0 120.0 81.4 120.0 1200 120.0 120.0 120.0 120.0 120.0 30' 106.0 1200 120.0 01.4 1200 12D.0 120.0 120.0 120.0 120_0 1200 132' 120.0 120.0 120.0 120.0 1200 120.0 120.0 1200 64' 69.0 120.0 120.0 75.4 113.1 1200 113.1 1200 120,0 120.0 120.0 36„ 02.6 120.0 120.0 7 4 117.6 120.0 417.6 120.0 120.0 120.0 lest 144' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 9734• 83.7 120.0 120.0 70.8 106.3 120.0 106.3 120.0 120.D 120.0 120.0 47 61.8 120.0 120.0 80.3 1030 1300 103.9 1200 120.0 120.0 1200 24' 120.0 120.0 120.0 130.0 120.0 120.0 120.0 120.0 70' 77.4 116.2 120.0 65.6 68.3 120.0 98.3 1200 120.0 120.0 120.0 48' 120 73.6 110.7 120.0 62.5 938 120.0 03.6 120.0 120.0 120.0 1200 30' 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 77 76.5 114.6 120.0 64.8 972 1200 47.2 120.0 120.0 120.0 120,0 Sr 67.7 101.6 120.0 57.3 660 114.7 86.0 120.0 1200 1200 120.0 38' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 84' 72.8 106.0 121.0 61,5 922 1200 92.2 120.0 120.0 120.0 120.0 60' 630 04.5 120.0 69.3 62.0 106.7 B0.0 120.0 120.0 120.0 4200 42' 120.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 60' 71.7 107.5 120.0 60.7 91.0 120.0 91.0 120.0 120.0 120.0 120.0 70' 57.2 85.8 114.3 46.4 72.6 96.6 726 108.9 1200 120.0 120.0 48' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 67 71.5 107.2 120.0 665 90.7 120.0 90.7 1200 120.0 120.0 120.0 77 66.2 64.4. 112.5 47.6 71.4 95.2 71.4 107.1 1200 120.0 1200 54' 120.0 120.0 118.E 120.0 120.0 120.0 120.0 120.0 24' 120A 120.0 720.0 120.0 120.0 120.0 1260 120.0 120.0 120.0 120.0 24- 120.0 120.0 120.0 1063 120.0 120.0 110.0 1200 1200 1200 120.0 60' 120.0 120.0 114.3 12,0 12.0 12.0 120.0 12.0 30' 12.0 120.0 120.0 110.9 120.0 120.0 120.0 12.0 12.0 120.0 120.0 50 102.2 120.0 120.0 86.5 120.0 120 1200 120.0 120 120.0 1200 70" 120.0 12.0 111.2 12.0 120.0 12.0 12.0 120.0 36' 112.5 120.0 1210 95.2 120.0 120.0 120.0 129.0 12.0 120.0 120.0 36' 87.5 12I1.0 1m.0 71.1 tfl.t 1200 111.1 120.0 test 720.0 120.0 COPYRIGHT C 2018 COI WINDOWS 8 DOORS ALL RIGHTS RESERVED CERT. Of AVM. i29298 TABLE 4 72' n, 12.0 120.0 1t1.1 120.0 120.0 120.0 1200 120.0 47 100.0 120.0 120.0 84,7 120.0 120.0 120.0 120.0 120.0 120.0 1200 r 771 115.7 1200 60.3 960 120.0 96.0 1200 120.0 1200 120.0 84' 12.0 120.0 111.1 120.0 120.0 12.0 12.0 120.0 4r 00.9 120.0 120.0 769 1164 120.0 115.4 120.0 120.0 120,0 120.0 48" 128" 69.6 104.2 120.0 94.8 86.2 117.6 88.2 120.0 1200 120.0 120.0 110' 120.0 12.0 111.1 12.0 120.0 1200 120.0 12.0 Sr 102' 84.0 120.0 1210 71.1 106.7 120.0 1067 12.0 120.0 120.0 120.0 54" 63.6 955 120.0 63.9 me 107.7 80.8 120.0 1200 120.0 1200 92' 120.0 120.0 111.1 120.0 120,0 120.0 12.0 1200 60' 76.7 118.1 120.0 65.7 100.0 120.0 100.0 120.0 120.0 12.0 1200 60" 59.1 886 118.1 50.0 75-0 1000 75.0 1125 1200 1210 120.0 96' 12.0 12.0 111.1 12.0 120.0 120.0 12A0 1200 70" • 726 108.8 123.0 61.4 62,1 120.0 62.1 120.0 120.0 120.0 120.0 70" 63.4 601 106.8 45.2 67.6 00.4 67.8 101.7 1200 120.0 120.0 102" 120,0 120.0 111.1 12.0 120.0 1200 12.0 120,0 72' 71.6 107.4 120.0 606 90.9 1200 90.9 120.0 120.0 12.0 120.0 77 52.5 78.7 1050 44.4 66.7 88.9 66.7 1000 120.0 120.0 120.0 107 120.0 120.0 111.1 120.0 123.0 120.0 120.0 120.0 64' 87.5 101.2 120.0 57.1 95.7 114.3 85.7 12.0 12.0 12.0 120.0 24' 118.1 120.0 1200 1000 120.0 121.0 120.0 120.0 1200 120.0 1200 120' 12.0 120.0 111.1 120.0 1200 12.0 130.6 1200 90' 66.3 995 120.0 66.1 642 1122 64.2 120.0 120 120.0 1260 30" 069 120.0 120.0 62.1 120.0 120.0 120.0 120.0 1200 120.0 1200 24- 120. 120.0 12.0 1200 1200 120 120.0 12.0 24" 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 36" 62.9 120.0 1200 70.2 105.3 1200 1052 120.0 120.0 12.0 1200 30' 120.0 4200 1200 120.0 1200 12.0 12.0 1200 30' 120.0 120.0 179.0 103.2' 126.0 120.0 120.0 12.0 120.0 120.0 120.0 47 132' 730 100.6 120.0 61.6 927 1200 92.7 12.0 4200 120.0 12,0 36' 12.0 120.0 120.0 12.0 120.0 1200 12.0 120.0 36' 106.0 12.0 120.0 88.9 120.0 1200 120.6 12.0 120.0 120.0 120.0 48• 666 684 120.0 56.6 633 111.1 833 120.0 120.0 120.0 120.0 47 12.0 120.0 120.0 120.0 120.0 120.0 1200 1200 42' 93.1 120.0 120.0 78.6 1182 1200 416.2 1200 120.0 120.0 1200 64" 600 00.0 120.0 60.8 76.2 101.6 76.2 114.3 1200 120.0 1200 48' 12.0 120.0 111.1 12.0 120.0 120.0 12.0 120.0 46" 84.4 120.0 120.0 71.4 107.1 120.0 107.1 12.0 120.0 13,0 120.0 60' 56.6 624 111.2 47.1 706 04.1 70.6 105.9 1200 1200 1200 54' 120.0 120.0 104.6 120.0 120.0 120 120.0 1200 64' tom. 77.8 116.7 120.0 868 98.6 1200 96.5 1206 120.0 120.0 120.0 2r 112.6 1200 120.0 952 120.0 120 120.0 120.0 Imo 1200 1200 -. - 146.1 120.0 100.0 120.0 1200 1200 10.0 1200 60' 72,7 102.0 120,0 111.6 62.3 120.0 02.3 120.0 1200 120.0 120.0 +35" 92.2 120.E 1200 78.0 1171 120.0 117.1 1200 120.0 12200 120.0 70' . 76' 113.0 120.0 66.7 12.0 120.0 120.0 120.0 120.0 70' 66.6 99.0 120.0 66.4 84.5 112.7 64.6 120.0 1200 120.0 120.0 38' 78.7 11e.1 120,0 68.7 1000 120.0 1000 129.0 120.0 120.0 120.0 112.6 120.0 952 12.0 120.0 120.0 120.0 1200 77 65,6 96.4 120.0 566 63,3 111.1 61.3 120.0 120.0 120.0 120.0 47 138" 66.2 103.8 120.0 68.6 87.9 117.2 879 120.0 120 120.0 1200 -&-r- 111.8 120.0 94,7 12.0 120.0 120.0 11.0 120.0 64' 61.4 920 1200 61.9 77.9 101.9 77.9 118.9 120.0 120D 120.0 48" 62.2 933 120.0 52.6 769 1053 76.6 1184 1200 120.0 1200 - 111.5 120.0 94.7 120.0 120.0 120.0 120.0 1200 24' 120.0 120.0 100.0 117.6 1200 120.0 120,0 120.0 120.0 120.0 120.0 54-- 56.8 88.1 113.5 46.0 72.1 96.1 72.1 106.1 120.0 1200 12.0 97 111.8 120.0 64.7 120.0 120.0 120.0 12.0 120,0 30' 114.5 120.0 120.0 97.0 1200 4200 120.0 120.0 120.0 120.0 120.0 60' 02.6 762 1060 44.4 067 889 667 1000 1201) 1209. 1200 - 111,8 120.0 64.7 120.0 120.0 120.0 120.0 1210 36' 95.4 120.0 120.0 83.3 120.0 t20.0 1200 12.0 120.0 1200 1206 24. 107.4 1260 120.0 00.9 120.0 1200 /200 120.0 1200 120 0 1200 102' 111.6 120.0 91,7 120.0 120.0 1200 120.0 120.0 42' 57,1 120.0 120.0 53.7 1106 129.0 110.6 1000 120.0 120.0 120.0 30" 679 1200 120.0 74.4 1116 120.0 111.6 /20.0 4200 1200 1360 10r 111.8 1200 $4.7 120.0 120.0 120.0 120.0 /20.0 46' 114' 78.7 118.1 120.0 66.7 100.0 120.0 100.0 12.0 120.0 120.0 120.0 36" 75.0 112.6 120.0 63.6 962 120.0 95.2 120.0 4200 120.0 120.0 54" 72.4 106.6 120.0 61.3 92.0 120.0 920 120.0 120.0 120.0 120.0 { " 144' 65.0 06.8 120.0 65.7 836 111.6 63.6 1m0 1200 1200 120.0 T -• ' " " "� ``K/� �i 60' 67.5 101.2 120.0 57.1 85.7 114.3 55.7 12.0 122,0 120.0 1200 4r 50.1 MI6 118.1 50.0 16.0 1000 76.0 112.5 1200 120.0 1208 s,'• ft°RIDA,.•' . ,� •... 70' 61.5 92.3 120.0 52.i 78.1 104.2 761 117.2 120.0 120.0 120.0 5r 63.6 016 107.7 45 6 63 4 91.2 68.4 102.6 i20.0 120.0 120.0 • .. • �S,, a," ss i7 72' 60.6 909 120,0 61,3 76.9 102.6 79.9 115.4 120.0 120.0 120.0 60" 497 746 005 42.1 692 642 63.2 04.7 000 116.4 120.0 ,IylNAl. 1, IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL. (COMPATIBLE STOREFRONT ENTRANCE DOOR. PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM, .2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. j' t 1111`` A. LYNN MILLER. P.E. P.E.# 58705 • • ••• • • • ••• • • • • • • • • • • • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • • •• • • • • • TABLE 5: Jamb Anchor Spacing Shan Thickness o 1/4' Nominal Dim. Installed Installed Installed installed n with w8h with with gmtedlna *RPM Gawp "A• Group 16' Group 'C. Group 'D' width wont Anchors Anshan Anchors Anchors 24" 18' 18" 18' 18' 30' 18' tr 18' 1r 36" 18' 18' 18' 16' 42" 18' 1r 18' 18' 4r 1r tr 16" 18' 54" ir it 18" tr 60" 113' 18" 18' 18' `'�- 18' 16" 18" 18' 77 43' 1r 18. 18' 1e" -5 1r 18" ir tr 90' 1r 18` 18' 1r 97 1r ir 18' 1r 98' la' 1r 18' 18" 102' 1r ir 18' 18' to6' it 1e' 18' 18" 120' 18' 1r 1r i8' 132' l8' 18' 18' 18" 144 1r i8" 16" 1r 24' 1r 18' 18' 1r 30' 1r it 1r 1r 36" 1r 1r 18' ir 42' 1r 1r 18" tr 4r it 1r it ir S4' ir 1r 16' tr 60' ir 1r 18" 1r 70' 1r 18' 18" 1r 72' 80, 18" 1r 18" 1r 84' 15" ir it 1r 90' 1r 1r tr 1r 97 1r it 18" 1r 96' 1r 18` is' 1r 102' 1r 1r it 1r 108' ir ir tr 18" 120" 1r 1r 1r ir 132' 1r tr 18" 18* 144' 1r 1r 18" tr 2d' tr 1r 18' it 30' ir 1r 18' 1r 3r 1r 18" 18" tr 42" it tr 18• 1r 48' it ir 18" 1r 5P 1r 15" 18' 1r 60' 16' 15' 16' 1r 70` 77 tr 15" 1r tr 72' 1r 15' 16' 111- 84" ir 15' 18' 1r 90' ir 15' 16" 1r 97 tr 15' 18' 1r 9r 1r 15' 18" ir 107 tr 15' 16' 18' tar it 15" 18" 1r 120' 18' 15' 16' it • • Jamb Angkor Sgpprg • shim alickneas • 1/4" . • •Installed Install• Installed. Installed • • �vBA • with• with • : G/Nte F.nml• kop'�� Gotp"B1 Gm�"C� Grow•D' - 6 • y ^O� Anchom ■ Anchoy • •AncTio� Anchors � 24 t 30' 18' 16" tr 18' 36' 18" 111" it la' .4 1 1 it it •• 48- •• •• •/ i • • + I 4. •tE' it •54' ••• • 1" • 7 18' • SW • • • • 16-4l 16-1/2" I18' ' 1r 7. • •78'• • 164/7 • 1.3rtr 1•' 1r • erl' f • • 16-4/7 • 10-118 • •18' 18" 84' 16-1/2" 13-3/1r 18' 18' 90' 16.1/2" 13-3/18' 18' 18' 92' 18.1/2" 133/16' 18' 18- 96' 16-1/7 13.3/16" 18' 18" 107 16.1/7 13-3/18' 18' 1r 10r 16-1/7 13-3/16" ID' 18" 24' 1r 16" 1r 18" 30' 18" 18" 16' 18' 38' 18' 1r it tr 47 1r 1r 1r 1r 4r tr /8' 18' 1r s4' tr 14.1r 1r l8" 60' ir 14.3/8" 1r 18' 70' 84' 1r 14.1E` 18' it 72' 18" 14-3/IF 18' 18* 84' 18' 14-3/r 18" 1r 90' 1r 14-3/r 18" 1r D2' 18' 14-18" 1r 18' 9r 1r 14-3"r 18" 18" 107 18" 14-3/8" 18" 18" 108' 18* 14.3/r 18' 18' 24' 1r 18' 18" 1r 90' tr 18" 18' 18' 38' 18' ir 18' 1r 42' tr 18- 18' 18' 48' 18' 15.5/8' 18' 18" 54' 18" is -sir 18' 1r 80' 90'15.5/8' 156/8" 18" 18' 70' 165'8* 13' 18" 1r 77 15-5J8' 1r 18" ir 84' 15.5/e' 13' 18" 16' 90' 15-5/8' 13` 18" 18' 92" 15.5/8' 13' 16" ir 96" 15.5/8' 13' 18" tr 102' 1s6/e" it 1r tr 24' 1r ir 1r le" 30' 18' ir 18" 1r 36' 1r 1r 18" 18' 42' 1r 17-1/r 18' 1r 48" 16' 17-1/r it 1r S4' 97.14' 17.1/8" 148/16' ir 18" 60' 17-1/8" 14S116* 18" 1r 7r 146/18" 12.1/4' 1r 18' 77 1443/16' 12-1/4' 18" 18' 84' 14-stir 12.1/4' 17-1/8' 18" 90' 14.5/16' 12-1/4' 17-1/8" ir 97 14.118' 12.1/4' 17-1/8" 18" 24' 18' 18' 18" 1r 30' 1r 18' it tr 36' 1r 1r 18' 18' 47 1r 18" 18' ir 48" 1r 15' 18' 18" 84' 107 18' 15' 18' 1r e0' IS" 12-7/r 1r 18' 7r 1r 12.7/r 18' 18' 77 16" 12-err 18' 18" 64" 12-7/8" 11-1/4' 18" It 90' 12-7/8" 11.1/4' 18" 16' Jamb Anchor Spacing Shim Thickness - 1/4" Nominal Dko. Installed Installed installed Installed with with with with Gnt•Ans Fm" Group 'A" Group '8' Graop "C" Gratp "0' Wirth 111I901 Anchor Anchors Mohags Anchor 24' 18' 18" 18" 18` 30' 18' 1r 18" 18' 36' 18" 18` 16" 1r 47 18' 18' 18' 1r 48' 10r 18" it 19' 1r 51" 16' 1311/16" 16' 18' 60" 1r 13-11/1r 18" it 70' 13-11/18. 17 18' 18' 72' 1311/16" 12' 18" 1r 84" 1311/16' 10.11/18' 16'" 18' 24' 1r 18" 18' lr 30' 18" 1r /8" 16" 36" 18' 18" 1r it 47 1r 17" 18' tr 4r 114' 17" 14.M16" 18' 1r 54' 17' 14-9r1r 18" 18' 60' 14-9/16" 1234" 18' 16' 70' 146/16" 11.5/16' 17' 15' 72' 14-9/18" 11.5/18' 17' 1r 24' 18' 18" 18" 18" 30' 1r 1r 16" 1r 36` 1r 1r tr ir 47 tr 16' 1r 18' 48' 120' 1r 15-7/1r 18' it 54" 15.7/18' 13-1/2' 18" 18' 60' 15.7/16' 13-1/2' 16' 1r 70' 131/2' 17 le" 1r 72' 134/7 10-13/18' 18" ir 24' 18' 18' 1r 1r 30' lr 1r 18' 18' 36' 1r it 18' 1r 42' 1r 16-5/18" 18' i8' 41, 128- 1r 14-1/4" 18' 1r 54' 165/ir 14-1/4' 18" ir 60' 14.1/4• 12-it/1r 18' 1r 70' 14-1/4' 11-318" 16.5/16' 16' 77 12.11/16' 11.3/8" 18.5/18" 18" 24' 1r it 18' tr 30' 1r tr 18' tr 3r 1r 1r 18' 1r 42' 137 18' 17.1/8• 18" 18' 48" 17-1/8' 15• 18' ir s4' 15" 135/16* 18" 18' 60' 15" 17 1r 1r 24' 1r 18" 18" 1r 30' 18" 18' 18" 18- -M--"--- 18' it 18' 18' 42" 138' 1r 15.3/4" 16" it 48' 18. 10 ia' 113' 54' 15.3/4' 14' 18' 1r 60' 14" 12.5/8' le' it 24" 1r it 18' 1r - 1r 1r 18' 1r 38' 1r 1r 1r 1r 47 144" 1r 16.1/7 18' ir '-"'48" 18-1/7 14.11/18" 18' 1r 54' 16.1/2' 13.3116' 16' 18" 80" 14-11/16" 17 1r 18" '+- FRAME WIDTH --.-� 6" MAX. L _ SEE TABLE 5, THIS SHEET 6' MAX, OPTIONAL HORIZONTAL -- MULLION FRAME HEIGHT [...._FRAME WIDTH - 1"-+- CENTERLINE WIDTH -� 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (COMPATIBLE STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. "aa VON( eah JENS ROSOWSKI �c0 E • Zl W a•gra `3§f W J CO F¢- CC) O O al0,2 HVHZ-3520-LM to LL 0 1a9V5 co Z a/ooS 0 N ll) M (/) CO alai DEaa E6uas QI'n 1 NN �.� YLY ,Y VICENSF * ; No. 5570 31 S O5 ,tt F ''.'.alORlpp ,.-' 'ONAL A. LYNN MILLER, P.E. P.E.N 58705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •. •• •• •• • • • •. • . •. •••. •• • •• • . •. •. • •• •• • • . • • • • •• •• • • ..• TABLE 6: Jamb Anchor Spacing Shiro Thickness • 1/7 rwn,k,.l Dim. Installed Installed Man d In/UAW kutsuedr with with with with Cantu/Ina Frame poop 'A' Quip '8' Group 'C Onup 'D' Width kithfltit Antler Aachen Anclnn Anchor. 24' 16' 18' tr 18' 30' tr 18' 18' 18' 36' 18' 18' 1r 18' 42 18' ir 18' 1r 48" 16• 18" 18' 1r 54' 1r tr 18' 18' 60" 1r 18" 18' 18' 70' 16' 18' 18' 18' 72' 18' 16' 18' 16' .-- 16' 18' 18' 1r 80' 1r ir 16' 1r 82' 18' 18' 18' 18' 86' 1r 18' 16' 1r 102' 1r 18' 18' 18• 16r 16' tr 18' tr 120' 1r 18' 18' ir 132" 1r 18' 18' 1r 144' 1r 18' 18' 1r 24' 1r ir ir ir S0' tr 1r 18' 1r 36. ir 1r 18' ta' 42' 1r 18' 1r 1r 48. 1r 1r 1r 18' 54" 1r 1r 1r 1r 80' 1r 1r 1r 1r 70' 1r ir 18' 1r 77 60' 18' tr 18' 1r 84' 1r 1r 18' 1r 60' 1r 1r 18' 18' er 1r 1r 1r 1r 98' tr /6' 1r tr tar' 1r 18" 18• 1r 108' 1r 1r 18' 1r 120' 1r 18" 15' 1r 132' 1r 1r 18' 1r 144' 1r 18" 1r 1r 24" 1r 18' 18' 1r -P-- 18' 1r 18' 1r Sr 1r tr 18" 18- 42' 1s 1r 18• tr 4r 15' 18' 1r 18' 54' - 15" 15' 18' 1r 60" 15' 15' 16' 1r 70' n. 14 15' 1r 1r 72' 15' 16' 18' tr 84' 15' 15' 18' 1r 80' 1s 15" 18' 1r 82' 15' 15" 1r 1r 96' 15' NS 18' 1r 102' 15' 1r 18' 1r 1�' 15' is 18" 1r 120" 15' 15' 18' 1r ng • SIwrWhickhs • 1/2' • Jamb At>Ghor Spaca ••�� :4, c• ' • k Instal Rdh t ta0- k�a8N! Installed with a�k11 with OutorW: F40010 :04 : Group'/ 0+ "Iap'D• Gm F Ott,. Anchor Anchors • Antlers Anchors 24' 18" to UT 18' 30' _ 18" 18' 16' 18' 38' 18-1/r 18' 18' 18" 16-1/2' 18" 18' 18' •. •_ • • • • 1 11L' 16�I 4' • Tr ir 54' ..• . 6 813 /18? 351/r • . 1r 18' OM• • • • 13043 46-V7 j8" tr 50' • • 78Ia • 1340/18b 43.3/16' O8" ir •i 72' • • 134/1611 4k05066' • • 18' ir 84' 133/18' 133/19' 18' 18' IXT 133/18' 13-Y1r 18" 18' 92' 133116" 133/18' 18" 1r 98" 13316' 13-3116" 16' 16' 10r 13-5/16' 13 /1r 18' 18' 106' 13-3/16' 133/10' 18' 18' 24' 18' 18' 18" 18' 30' 18" 18' 18" 18' 36• 1r 18. 18' 1r 42' 113' 18' 18' 1r 48' 143/8" 18' 18" 1r 54' 143/8' 14,v8' 18' 1r 60' 12' 14.3/8' 18" 1r 70• 64' 17 14-3/8" 18' 1r 72' 17 1448- 18" 1r Sr 1r 14-3/8' 18' 1r 90' 12' 141/8' 18' 1r 92' 12' 143rr 1r 18' 98' 1r 14-3/r 18' 1r 10r tr 146ir 18' tr 10r 1r 144/r 1r 1r 24' 1r 1r 18' 16' 30' 1r 1r 18" 1r 38' 18' 18' 1r it 42' 155/8" 18" 18' 18' 48' 1SYr 153'r 18' 1r 54' 13' 15.5/e' 18" 1r 90'13' ----Er-"" 15-5/8" 18' 1r 70' 11-1/8' 13' 18' 1r 72' 11-1/8' 13' tr /r 84' 11.1/1T 13' 18' 1r 90' 11-1/8' 13" 18' 1r 92' 11-1/8' 13' 18' 18" 96' 11.1/8' 13' 10' 1r 102' 11.1/5' 13* 1r 18' 24' tr 18' 16' 1r 30' 1r 18' 1r 1r 38' 17.1/8' 18' 18* 1r 4r 145/16' 17-1/8' 18' 18' 48' 14-5/18' 17-1/8' it 1r 54'47.75' 12.1/4' 14-5/16' 18' 18' 60' 12.1/4' 14-5/18` 1r 1r 70' 10•3/4' 12.1/4' 1r 1r 1- 10-3/4' 12-1/4" 18" 1r 54' 10-54' 12.1/4" 17.1/8' 1r 60' 104/4' 12.1/4' 17-1/8' 1r 92' 10-3/4' 12-4/4' 17-1/5' 18" 24' 18' 18' 18' ir 30- 16' 1r 18' ir 3C 1r 1r 18' 18" 42' 15' 1r 18' 18' 48' 12.7/r l5" 18' 18' 54' 102' 124/8" 15" 1r 1r 60' 11-1/4' 12-7/8' 16' 18' 70' 11-1/4" 12-7/r it 18" 7r 11-1/4" 12.7/6" 16' 1r 64" 10' 11-1/4' 1r 18' 80' 10" 11-1/4' 1r 1r Jamb Anchor Spacing shim Thickness • 1/r Non4ntl Installed Installed Installed tnsta5ed w4h with with Center/kw Fame with Group 'A' Group '9" Group 'C Group TX W*4f Anchor, Anchors Anchors Anchors 24' 18' 18' 18" 18• 30' 18' 18' 18' 18' 36' 16' te" 18' 18" 42' t6' 1a' 18' 18' 48' 1311/18' 16" 18' 18' 54' 108' 1r 13.1V18' 18' 117' 60' 12' 1311/16" 18" le 70' 10d1/18" 1r /r 18' 72' 1011/16' 1r 1a' 18' 84' 55/8' 10.11/16' 18" 18' 24' 18' 18' 18° 18' 30' 18' t8' 18' te" 36' 1r it 18" - 18" 42' 14-0116" 1r 18" 18' 48' 114' 12-3/4' 14-9/19' 18' 18° 54' 12-3/4' 14-9/1r 10' 18' 80' 11-5(18' 126/4' 18' 18" 70' 143/18' 115r16' 17' 18' 7r 103/16' 11-5/1r 17' 1r 24' 18' 18' 18' 18' 30' tr tr 18" 18' 38' 18" 18" 18' 18' 42' 15-7/16' 18' 16" 1r 48' 120' 13.1/3' 15-7/1r 1r 1r 54' 12' 13-1/2" 1e" 1r 60' 10.1316' 13-Vr 18' 1e' 70' 9.13/18' 12' 18" 1r 72' 9-13/18" 10.13/19' 18" 1r 24' 1r /8' 18' 18" 3r it /r it 18" Jr /6-5/1r 1r 18• 1r 47 14-1u' 18-5/1r 1r 18' 48 1213* 12-11/18. 14-1/4' 11T 18' 54' 113/6" 14-1/4" 18' 18' 60' 113/8' 12.11/18' 1r 18' 70' 5,1/2' 114/8' 18-5/1r /r 7r 4.1/' 11-3/r 18-5/16" 1r 24' 1r 18" 18" 18' 30' 1r 1r 1r 18' Sr 17-1/r 18' 15" 1r 42' 132' 1s 17-t/8• 18' 1r 48' 135/18' 15' 16' ir 54' 12* is-5/tr 18' 18' 80' 10.15116' 12' 18' 18' 24' tr 1r 1r 18" 50' 18' 1r /8' 1r 36' 15-3/4' 1r 18' 1a' 42' 138' 14' 153/4' 18' 18' 48' 12.5/r 14' 18• ir 54' 11-7Hr 14• 18• 1r 80' 10.1/r 12-5/8" 18' 1r 24' 1r 1r 18" it 3' 1r 1r 18' 1r 3r 18-1/2" 18' 18" 1r 4r 144" 141 1110' 18.112' 16' 18' 48' 133/16' 1411/16' 10" 16' 54' 1r 133Hr 18' 18* 80' it' 12' 18' 1r 1 �+ FRAME WIDTH 8' MAX. SEE TABLE 8. THIS SHEET 6' MAX. OPTIONAL HORIZONTAL -- MULLION FRAME HEIGHT CENTERUNE WIDTH -_ -4-FRAME WIDTH -1'-+- 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (COMPATIBLE STOREFRONT ENTRANCE DOOR. PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. semi .svo sag JENS ROSOWSKI •py V B CD W -J 03 .,can CO 0 0 a(OO HVHZ-3520-LM ON a+10 _0 0 Is"oS f- z 9/00g TABLE 7: Mid -Panel Anchor Quantity Shim Thickness • 114' NomInel D9. hnta6W with Group •A' Anchors Inet.lied with Group •8' Anchors Pistolled with Group "C Anchors Installed• with Group "Cr Anttas• Carsadine Width Frame He195 24' 1 1 1 1 30 1 1 1 1 3M 1 2 1 1 42' 2 2 1 1 46' 2 2 2 1 54' 3 3 2 2 60' 3 3 2 2 70' 4 4 3 3 727— 4 4 3 3 54' 5 5 4 4 90' 5 8 4 4 92' 5 6 5 5 _ — 5 6 5 6 102' 6 7 5 5 108' 8 7 6 8 120' 7 8 6 6 137 8 9 7 7 144' 0 10 8 8 24' 1 1 1 1 30' 1 1 1 1 18 1 2 1 1 42- 2 2 1 1 48' 2 2 2 1 64' 3 3 2 2 80' 3 3 2 2 70' 4 4 3 3 72' 4 5 3 3 84' 6 6 4 4 —W.— 6 6 4 4 97 8 7 5 5 96' 6 7 5 5 102' 7 8 5 5 108" 7 6 6 6 120' 8 9 8 8 137 9 11 7 7 144' 10 12 8 8 24' 1 1 1 1 30' 1 1 1 1 38' 1 2 1 1 42' 2 2 1 1 48' 2 2 2 1 —' 1 S 2 2 60' 3 3 2 2 70• 4 5 3 3 77 4 5 3 3 84' 5 6 4 4 90' 6 7 5 4 92' 8 7 5 5 98' 7 8 5 5 107 7 a 8 5 108' 8 9 6 8 120' 9 11 7 6 NOTES: '1. MID -PANEL ANCHORS TO 8E EQUALLY SPACED, +/- 1.7. • •• • • • ••• • • •• •• • • •• • •• • •- • • • • • • • •• •• • • •• •••• •• • • •• •• • •• • • • • • • •• • • • .• • • • • . • • Mid -Panel Orlchol•Qttar6lty • ShkriT icknsss • 1/4' ��• io4.l + it' • In# ill I mw?• VIdhKes Inslalkid a It wlm • w51R,,a with Ceifern• F 1 Gmtp I Or 'Y Group 'D' V. WA • :Gm... Anchor,. Arse Anclyrs Anchors 24 1 p 1 1 30' 1 1 1 1 36' 1 2 1 1 z�, 2 2 1 1 • • • • • • • . .2. erJ 1 9 • • • • ♦ •8C s • 2 2 u• • __ iP' • • • 8 J• • 3 a2 2 20' • • nr• 8 0 • • 5 •3 1 • • 72' • • • /• • • 86• it • S 3 64' 6 8 4 4 90' 6 7 5 4 97 8 7 6 5 97 7 8 5 5 107 7 9 6 5 108' 8 9 6 8 24' 1 1 1 1 30' 1 1 1 1 38' 1 2 1 1 42' 2 2 1 1 48' 2 2 2 1 54' 3 3 2 2 60' 3 3 2 2 70' 84' 4 5 3 3 72' 4 6 3 3 84' 5 6 4 4 90' 8 7 5 4 97 6 7 5 6 96' 7 6 8 5 ler 8 9 8 5 105' 8 10 7 6 24' 1 t 1 1 30' 1 - 1 1 1 36' 1 2 1 1 42' 2 2 1 1 48• 2 2 2 1 54• 3 3 2 2 80' 3 3 2 2 70' 4 5 3 3 72' 4 5 3 3 84' 6 8 4 4 90' 6 7 5 4 92' 8 8 5 5 98' 7 8 6 5 102' 6 9 6 5 20 1 1 1 1 30' 1 1 1 1 36' 1 2 1 1 42' 2 2 1 1 46' 2 2 2 1 SC 97-3/4"14' 3 3 2 2 60' 3 3 2 2 70' 4 5 3 3 122' 4 5 3 3 84' S 6 4 4 90' a 7 5 4 92• 6 6 5 5 24' 1 1 1 1 30' 1 1 1 1 38' 1 2 1 1 47 2 2 1 1 48' 2 2 2 1 54• 102' 3 3 2 2 60' 3 3 2 2 70' 4 5 3 3 72' 4 5 3 3 84' 5 5 4 4 50' 6 7 5 4 Mid -Panel Anchor Quantity SNm 7h cknns • 1/4' Nominal Um. Insta6ad MOT Group 'A• Anchors Installed with Omup'8" Anchors Installed with Group 'C Anchors Installed with Group 'Cr Anchors Gnlsline Width Frame HeIpM 24' 108" 1 1 1 1 30' 1 1 1 1 36' 1 2 1 1 ♦7 2 2 / 1 48" 2 2 2 1 54' 3 3 2 2 60' 3 3 2 2 70' 4 6 3 3 72' 4 5 3 3 84' S 8 4 4 24' 114' 1 1 1 1 30' 1 1 1 i 38' 1 2 1 1 47 2 2 1 1 4�8' 2 2 2 1 54' 3 3 2 2 60' 3 3 2 2 70' 4 5 3 3 77 4 5 3 3 2M 120' 1 1 1 1 30' 1 1 1 1 36' 1 2 1 1 42' 2 2 1 1 48' 2 2 2 1 54' 3 3 2 2 80' 3 3 2 2 70' 4 5 3 3 72' 4 5 3 24' 126' 1 1 1 1 30' 1 1 1 1 96 1 2 1 1 4? 2 2 1 1 48• 2 2 2 1 5C 3 3 2 2 3 3 2 2 70' 4 5 3 1 77 4 5 3 3 24' 132' 1 1 1 1 30 1 1 1 1 38' 1 2 1 1 42' 2 2 1 1 46' 2 2 2 1 54' 3 3 2 2 60' 3 3 2 2 2C 138' 1 1 1 1 30' 1 1 1 1 36' 1 2 1 1 42' 2 ' 2 1 1 48 2 2 2 1 64' 3 3 2 2 60• 3 3 2 2 24' 144' 1 1 1 1 . 10• 1 1 1 1 36' 1 2 1 1 42' 2 2 1 1 48' 2 2 2 1 5C 3 3 2 2 60' 3 3 2 2 f _ CENTERLINE _— WIDTH CENTERLINE WIDTH —. ED. EQ. EQ.I EQ. III IL SEE TABLE 3 OR 4 MID -PANEL MID -PANEL ANCHORS, SEE ANCHORS, SEE TABLE 7, THIS TABLE 7, THIS SHEET SHEET CORNER ANCHORS FOR ANCHORLESS JAMB CONDITION, SEE SHEET 3 8 TABLES 3 OR 4. SILL SHOWN. HEAD SIMILAR. ANCHOR QUANTITY MAY VARY PER TABLE, THIS SHEET. 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (COMPATIBLE STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. FOR SIZES NOT SHOWN, ROUND IMP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. M10-PANEL ANCHORS TO BE EQUALLY SPACED, +6 1/2'. O FRAME 66 HEIGHT CORNER ANCHOR. SEE SHEET uoydia=ap nay JENS ROSOWSKI .,o�OJ uQ ea • tOq -z te= n W J CO 1- CO r N O 010Q HVHZ-3520-LM oN `7M0 CO LL 0 Col ieT4S H Z e1O0S O CNI M cn Tn OWL os9Q c9ria5 \ ,tllltt n rrr/ll / * : No. 58705 • • S •••11/�� ,[�••. OF (V Fs1 •'•F<ORIDA. •''. SS" O .A '�iS,� / NAL l � s`�� A. LYNN MILLER, P.E. P.E.6 58706 • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • • • • • • • • •• • • •• • • • • • • •• • • •. • • • • • •.• TABLE 8: Mid -Panel Anchor Quantity Stern Thickness • 1/2' Installed. with Orono'D Anchors• Nominal Dim.Installed with Group 'A• Anchors !Walled with Grow '8' Anchors nstanod with Group 'C' Anchors Centsr9ne Width Frame 148011 24' 48' 1 1 1 1 30' 1 1 1 1 36' 2 2 1 1 42' 2 2 1 1 40' 3 2 2 1 54' 3 3 2 2 60' 4 3 2 2 70 5 4 3 3 7? 5 4 3 3 a4' 6 5 4 4 90' 8 6 4 4 92 1 6 6 5 96' 7 6 6 5 102' 8 7 5 5 106' 6 7 8 6 120' 9 6 6 8 197 10 a 7 7 144' 11 /b 6 6 24' eo' 1 1 1 1 30' 1 1 1 1 36' 2 2 1 1 42' 2 2 1 1 48' 3 2 2 1 54' 3 3 2 2 00' 4 3 2 2 70' 5 4 3 3 72' 5 5 3 3 64• 7 8 4 4 90' 7 8 4 4 52' 8 7 5 5 96' 8 7 5 6 102" 9 8 5 5 108' 9 8 8 6 120' 11 9 6 6 132' 12 11 7 7 144' 13 12 8 8 24' n 1 1 1 1 30' 1 1 1 1 36' 2 2 1 1 42— 2 2 1 1 48• 3 2 2 1 84 3 3 2 2 -----W--- 4 3 2 2 TM 6 6 3 3 72' 6 5 3 3 64' 7 6 4 4 90' r 6 4 97 8 7 5 5 98' 9 8 .5 5 107 9 a 6 5 106' 10 9 6 8 120' 12 it 7 6 • Mid -Panel 4nchorpuantity • Sh8 1Nckness • 1YC ;wig( 4m, : n.t.11 T. •♦• n96� kela8•d • "�Yi Fran") Neil• :yo`I:OroN+•Oo1 Anchor§► k np • Ana*, Group'D• Archon 24' 1 1 1 1 30' 1 1 1 1 36. 2 2 t 1 • •- • • •----10-0,2-• t t 1 • 54' • p • • p sr%° •,, • •'1 • 2 2 60' • • • • 01• • 3 •2 2 60' • • 780 • •3 • • 6 40 3 •Tffi—W • • •s • • •2* ► • 3 3 ' 64" 7 8 4 4 90' 8 7 5 4 92' 8 7 5 5 98' 0 8 5 5 102' 10 a 6 5 108' 11 9 8 6 24" 1 1 1 1 30' 1 1 1 1 38' 2 2 1 1 42' 2 2 1 1 48' 3 2 2 1 54 3 3 2 2 40' 4 9 2 2 70' 84• 5 5 3 3 72' S 5 3 3 84' 7 6 4 4 90' 0 7 5 4 92' 6 7 6 5 86• a 8 6 $ 10? 10 9 6 5 108' 11 10 7 6 24' 1 1 1 1 30' 1 1 1 1 38' 2 2 1 1 42' 2 2 1 1 48' 3 2 2 1 54' 3 3 2 2 80' 4 3 2 2 70• 5 5 3 3 72' 5 5 3 3 84' 7 6 4 4 90' 8 7 5 4 92' 6 a 5 s 98' a 8 8 5 102' 10 6 8 5 24' 1 1 1 1 30' 1 1 1 1 4— 2 2 1 1 42' 2 2 1 1 48" 3 2 2 1 u 913/4' s 3 z z 60• 4 3 2 2 70' 5 6 3 3 12' 5 6 3 3 84' 7 8 4 4 --04-- 8 7 5 4 87 6 8 6 6 24' 1 1 1 1 30' 1 1 1 1 --W--- 2 2 1 1 42" 2 2 1 1 48' 3 2 2 1 54' tor 3 3 2 2 80' 4 3 2 2 70' 5 5 3 3 72' 5 6 3 3 8P 7 6 4 4 90' 8 7 5 4 Mid -Pastel Anchor Quantity Shim Thickness a t/2' Nominal Dim.Insta0d Installed Installed installed wadi with with with Cent. 3ra Fran* Orono 'A" Grote '8' Omap 'C' O o p •1' Width 1441518 Anchors Andras Anchors Anchors 24' t 1 1 1 30' 1 1 1 1 36' 2 2 1 1 42' 2 2 1 1 411 106' 3 2 2 1 54' 3 3 2 2 err4 3 2 2 70' 5 5 3 3 72' 5 5 3 3 94' 7 6 4 4 24' 1 1 1 1 30' 1 1 1 1 38' 2 2 1 1 4r 2 2 1 1 49' 114' 3 2 2 1 4!' — 3 3 2 2 60' 4 3 2 2 70' 5 5 3 3 72' 5 5 3 3 24' 1 1 1 1 30' 1 1 1 1 36' 2 2 1 1 42' 2 2 1 1 48' 120' 3 2 2 1 54' 3 3 2 2 80' 4 3 2 2 TO' 5 5 3 9 72' 5 5 3 3 24' 1 1 1 1 30' 1 1 1 1 se' 2 2 1 1 47 2 2 1 1 48' 128' 3 2 2 1 54' 3 3 2 2 80' 4 3 2 2 70' 5 5 3 3 72' 5 5 3 3 24' 1 1 1 1 30' 1 1 1 1 36' 2 2 1 1 42' 132' 2 2 1 1 48' 3 2 2 1 54' 3 3 2 2 80' 4 3 2 2 24' 1 1 1 1 1 1 1 1 36' 2 2 1 1 42' 138' 3 2 1 1 48' 3 2 2 1 54' 3 3 2 2 60' 4 3 2 2 24' 1 1 1 1 30' 1 1 1 1 36' 2 2 1 1 47 144' 2 2 1 1 48' 3 2 2 1 54' 3 3 2 2 80'4 3 2 2 4 CENTERLINE CENTERLINE WIDTH —— WIDTH EQ. EO. EQ. EQ. EQ. E LJ l , SEE TABLE OR J MID -PANEL ANCHORS, SEE TABLE 8, THIS 1 SHEET CORNER ANCHORS FOR ANCHORLESS JAMB CONDITION, SEE SHEET 3 8 TABLES 3 OR 4. MID -PANEL ANCHORS. SEE TABLE 8. THIS SHEET SILL SHOWN, HEAD SIMILAR, ANCHOR OUANTITY MAY VARY PER TABLE, THIS SHEET. 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (COMPATIBLE STOREFRONT ENTRANCE DOOR. PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. MID -PANEL ANCHORS TO BE EQUALLY SPACED. +/• 1/2'. FRAME HEIGHT CORNER ANCHOR, SEE SHEET 2 Amid oo,la.asao „a4 JENS ROSOWSKI uO I 745 11 CO W —J m co CV O O Opp HVHZ-3520-LM 'ON OM tD LL. 0 taa4$ 1— Z a/O 0 O 1$) M asap cal.MS 11177 1111///// LY O NY NN 'le, * No. S87055 SATE OFa i (C •." OR10P'.••' \* A. LYNN MILLER. P.E. P.E.4 58705 • ••• • • • ••• •• •• • • •• • •• •• • • • • • •. •• •• •• • • • •• • • •• •••• •• • •• • . •• •• • • • • • • • • • •. •• • • • • Mulion OP, psi Mere 5' 5' 7' Ce.14/nne Fame Unreirblced Reinbe:ed Urrenbrced Width Height Mullion Mullion HD Mullen 24' +70/40 .00.120 4701-70 30' +7080 +90-120 +701-70 38' +70140 400-120 .70-70 47 +70/80 +90/-120 .70/-70 49' 470/80 .004.120 .70/-70 54' .70/40 +90-120 .70.70 80' +7040 +90120 .70/-70 70' .7006 +90-120 +70/-70 72' • .1040 *901-120 .70/-70 64'.7080 �• +90/-120 4701-70 90' +7040 .90-120 .70/-70 97 +7080 .90-120 .70/-70 98' +70/80 +90/420 +70/-70 102' .90/-120 .70470 108' +90.120 +701-70 120 +90/-120 +70/-70 132' 90/-100 .70/-70 144' .00/-100 +701-70 24' 47080 +00/.120 +70/-70 30' +7080 +90-120 .701-70 36' +70/80 .09'-120 +76/-70 47 +70/80 +90'-120 .70/-70 4r +70/40 400/420 +7040 5 '- +70/40 +90-120 +70/-70 ea +7080 +90-120 +70/-70 70' +7040 .80/-120 *70/-70 - TF-- +70440 +90/-120 *70/-70 84' VC +00-120 +70/-70 90' +90-120 +10/-70 97 +00/-120 +70/-70 98' +90-120 470/-70 102' 490-100 •70.70 106' *00-100 +70/-70 120' *90.100 +70/-70 132' 4701-70 144' +70/-70 24' 47040 .90-120 +70470 30' +7080 .90.120 .70/-70 38' 47080 +90/-120 .70470 47 +70/80 +90-120 +70/-70 -� +7040 +90-120 .70/-70 54' •70/80 +90-120 +70.70 80' *7080 +90-120 +70/-70 70' 72" +90-120 *701-70 72' +90-120 +70-70 94' 490-100 .70670 90' *90-1 OD +70-10 92' •90-100 +70-70 98' +00100 *70470 102' +70/-70 108' +701-70 120' .701-75 • • Maw DP,1'9i • 4 • • • 5'• • 5• • • r • CHIC . frr/te . ./*0 '•`�','/ *AdU!.1r4or[edl W th • Hnluldo ion tun 92•'• • +* .120 • • -7 / 30' +70/-80 +90-120 +7070 38' +701.80 +901-120 +70-70 42' 470140 +901-120 *70.700 48' e • • • +l4y.80 • . 00'.1• _ .7614 54". • • 417040 • +I101-1 +?:__ 8a • • • • •70J0 4 +129-12170 •70J0 • • •'7-••/ 72. ' ET{I +70/-70t 04 90" +90-100 .701-70 Br +90-100 +70/-70 06" •70/70 107 +70/-70 1017 - +7070 24' .70-80 •90-120 +70470 30' • 10-90 .90/-120 +7070 39' +7080 .90/-120 .70/70 4r .70/40 +60.120 •10170 48' +70/-85 .90/-120 .70170 54' +70/-80 .90/-120 +70470 ' 80'- •9aa20 +70470 70'0,' +90/-100 470470 7r +90/-100 *701-70 84' .90/-100 +70/.70 9a +70-70 97 +7070 96' +70470 107 4704.70 24' +70/40 +90/-120 +70/-70 30" * 70/-00 4801-120 .701.70 30' +70/-80 *90/-120 470/70 42' +70/-90 *901-120 +7070 49' .7040 *90/-120 +701-70 54' .90/-120 .701-70 ea 90• +90/-120 +70/70 7a +90-f00 .7070 7r +90.100 .70170 64' *70-70 90" +70.70 92" •70170 98" .7070 24" +7040 +90/420 +70-70 30' •7080 +90-120 .70/70 30' .70140 +901-120 +7070 4r +7040 +90-120 470-70 4e" +70/40 +90/-120 +70-70 6" 973N' a90/-120 +70170 80" .90'-100 +7070 70' *90-100 .70/70 7r 490/-100 *70470 94" •70-70 24' .70140 +90-120 .7040 30r .7080 400.120 .7070 36' .70.90 .973/-120 470.70 42' .69.3/-701 .90-120 .70170 49" 102' +90-120 +70/-70 84• 490-120 470.70 80" +90-100 +70-70 70' +90/-100 •70.70 72- .70-70 94' *70.70 Mullion OP, psi Mera9e 5' 5' 7 Cenrdile H Unrcintoced Reirtorced Urcenbrced Width d914 MuBon Mullen i8) "talon 24' .70/ 40 .001-120 .701-70 30' +7080 *90'-120 +70/-70 36' M68474.9 +90-120 •701-70 42' .57.1/85.3 .90/420 .70140 48' 1or +90-120 *70/-70 84• +90.100 +70/70 60' +904100 +70/-70 70' +701-70 72' +70/-70 84' +70-70 24' *7040 .90/420 .70/.70 30' +86.8176.2 +90-120 .70.70 38' +55.5183.4 +90/-120 •101.70 42' +00.120 +70470 48' 114' +00-120 •701-70 54' .90-100 .70/-70 60' •901400 .701-70 70' .701-70 72• +79/-70 24' +8871 06 +91Y-120 .70/-70 30' +56 2/44.3 +90/-120 .70/-70 36 +47.4/44.2 •901-120 .70-70 42' +90-120 +701.70 48' 120' +901-120 +70/-70 54' +90/4 CO +70/-70 80' .00/-100 .70/-70 TB' .69480 72' +67.0/47.9 24' +60.1/10.7 •90.120 .70/.70 30' +48.5/55.4 +90420 .70-70 36' .40.0/408 +90/-120 .70/-70 42• 128' +90-118.1 *701-70 48' .904100 .701-70 54' +84/-03.4 +70 -10 -Th-v- .701-70 24' .52.2/49.6 +90/-120 +70/-70 30' +42.1/48.1 +90-120 +70/-70 38' 490.118.1 .70-70 42' 137 +90/-1006 *701-70 46' +80.6/-09.4 *701-70 54' +72.8190.6 +701.70 60' .6* .1/-07.1 24' .46.6/42.1 *90-120 70470 30' *38. 7/-42 +90/.120 470.70 38' +90-161.3 *70-70 42• 138" +79.2489 +70.70 46' +70.1/-77.9 +70/-70 54' +6e.5/-68.6 ea +63.3/-63.3 24' .40.1/-45.0 .00/420 +70.70 30' +32.3313.9 490.105.9 +70/-70 38' 480.3/400.2 +70-70 42' 144' 469.5/-77.2 .70-70 48' .61.5/40.1 +70.70 54' +65/-65 00' +80/40 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (COMPATIBLE STOREFRONT ENTRANCE DOOR. PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. FR HEI FR HEI AVERAGE CENTERLINE + CENTERLINE CENTERLINE a WIDTH 1 WIDTH 2 WIDTH 2 CENTERLINE CENTERLINE WIDTH 1 WIDTH 2 47AE GHT REINFORCEMENT PART i1 10, IF 7^ REQUIRED, SEE TABLE 9 INTERIOR MULLIONS AVERAGE CENTERLINE CENTERLINE • __ WIDTH 1 WIDTH 2 CENTERLINE CENTERLINE WIDTH 1 7 WIDTH 2 ME GHT REINFORCEMENT PARTS 10, IF REQUIRED, SEE TABLE 9 // / ANCHORLESS JAMB/MULLION OPTIONAL HORIZONTAL MULLION uwlrl ,Saa 'nnH JENS ROSOWSKI ./9 +000 1 15 0) W -J 2 J 0') -J Q 2 co >- 0n 0 0 (24 z u_ W cc O CO V^ 0 aloa OD U- O Li) r 7rrV5 H Z qn,,s CD CV 1n Oh N 0!) "Saa sa...aa5 •`‘1NV LYN/%,, '�`sp ..•ENsNM/e ' •No.58705 ff E / S �= AT •• <(/�� ''',/62!ONAL ' `‘‘ A. LYNN MILLER, P.E. P.E9 58705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • • •• • •• •• •• • • • • • • •• • • • • • • • •• • • • • •• • • • • • • • • • • ••• • ASSEMBLY__DETAILS ALL DETAILS SHOWN FROM THE EXTERIOR • • • ••• FOR CLARITY, POCKET FILLER NOT SHOWN (1iOR •• • • • • • • • • • EXTERIOR • • • • • • OR it r- y 44� 2 000' - 5.000' 0 JAMB/MULLION — .094' 1.385' °HORIZONTAL POCKET FILLER. f 3.878' ---�-I I i —+�-• .062' U9/18' LAMI GLASS STOP -- .313' -�— — 4.596' ---- —I ( --`-r- (-- I I 1.385' l_ .094' ---I �. 1 `h �, r''•_1 \® HEAD/SILUHORIZONTAL 3 VERTICAL POCKET FILLER .094•.192' i .454' 4.Ir__ .094.187 Ijl 1 FLAT FILLER PLATE FLA7 FILLf R.PLATE (USED WITH NON-REINF. MULLION) C6)(USED WITH REINFORCED MULLION) r— 3.193' —+{ I 5.000' -) .094' 8 -1/4' IG GLASS STOP C9 DOOR TRANSOM ADAPTER I�- 7.000' 2.078' —i 71 I•-- 500• 1 .094' C —f (� C 2.aoo• (2.076' ®STEEL REINFORCEMENT TABLE 10: 062' fl HD JAMB/MULLION 13 HD JAMB COVER Item# Part# Description Materiel 1 CGIC-208 Jamb/Mullion 6063-T6A5sn. 2 CGIC-201 Hsad/SIIIMorizontal 6083-76 Alum. 3 CGIC-207 Vertical Pocket Filer 8083-76 Nun. 4 CGIC-202 Horizontal Pocket Filler 6063-16 Alm. 5 CGIC203 Flat Filler Plate (used with non- ekd mullion) 6063-16 Alien. 6 CGIC4303 Flat Filler Plate (used with reinbrced mullion) 606316 Akan. 7 CGI0204 9/18' Lama Glass Stop 606316 Alien. 8 CGIC-205 1.114' 1G Gues Stop 6063-16 Alvan. 9 CG16212 Door Transom Adapter 606346 Alum. 10 CGIC•209 Steel Reinforcement 606346 Alum. 11 CGIO208 HD Jamb/Mullion 606376 Alum. 13 CGIC-214 HD Jamb Cower 606316 Alum. 14 CGIC•213 HD Mullion Cow 808316 Akin. 30 1652 Setting Block 3t18' x 7/16' x 4', Duo • 85 ./-5 EPCM 31 1704 IG Setting Block 3/16" x 13/32' x 4', Duro • 85 +/-5 EPDM 36 Thermo -plastic Spacer System lodes 37 Foam Spacer System varies 38 Metal Reinforced Foam Spacer System vadu 39 Metel Spacer System vales 40 CGIC-000 Glass Stop Gasket (0 beading, dum. • 65 HS) EPDM 41 CG6C-007 Spacer Gasket (42 glazing leg, duo. • 80 ./.6) SaMopren* 42 SMMoone Backbeddhg: Dow 791, 983, 995, 0E7700 50 CGC-010 Frame Assembly Screw 0812 x 1.1/2" Hex Wisher) Stainless Steel I••• 2.078' w.-1 .062' 3.000' HD MULLION COVER .454• nary uogco0sa( 'Aid JENS ROSOWSKI AB waa0 • co z 0 (1) tY w •d 0 a) J -J J 1- H w w f— >- co 0 0 z 0 u. w cc 0 1n 0 HVHZ-3520-LM oN 0410 LL 0 1»45 z a1O0S 0 tt) M co >MI •osad 10t11 1111,,r/ � � �aO� •�10ENSF �' ��� �: * : No. 58705 ,* ce. F'.•'L0R%?.•• �Gr: kli.9411MiLLW. P.E. P.EJi 68705 MIAMIDDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO_WindowsSystems, LI;Ci 9114 N. W. 106te Street, Medley, FL 33178 SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use of constructioonatterials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERL-431Auct Coptrpj Section • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midad e.nov/economy to be used in Miami Dade County and other areas where allowed by the Authority Having j>rsiodictioil.(A�IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade CoentyProduct Control Section . (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) redt•vb,the right to have ibis . product or material tested for quality assurance purposes. If this product or material fail? td perform tit the accepted • • manner, the manufacturer will incur the expense of such testing and the AHJ may immednately revol,'iflodify, bt• • suspend the use of such product or material within their jurisdiction. PERA reseixes•the righi to revoke MA . • acceptance, if it is determined by Miami -Dade County Product Control Section that thjs product or mat .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 Florida Building Code, • • • including the High Velocity Hurricane Zone. DESCRIPTION:Series 600—Aluminum OufswiiigDoors-l:.M:LI APPROVAL DOCUMENT: 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., 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 manufacturer's name or logo, city, state and series and following statement: ''Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #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. . • MIAMI•DADE COUNTY 15CiotTANC APPROVED •. . +NOA.No.-15-0603.13 Expiration Date:CMarch'20; 20191 Approval Date: October 15, 2015 Page 1 • 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. 4EMES (subjnitteoi under file #12-0402.03) • . L. • .Test re o'rts 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 Large Missile Impact Test per FBC,TAS 201-94 •••••• • ••�•�• •••••• ) Cyclic Wind Pressure Loadingper FBC,TAS 203-94 ••. •. 5) Y • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • •• along with t airk4d-up drawings and installation diagram of an aluminum Outswing French door, .lbsepired by Hurricane Engineering & Testing, Inc., Test Report No. . .• --...-.� Aw57 r.. ?tmT A AAsn TTT\mT 1A IAAA TTTTT 1A T1 I007 and TTT 11 �1r/.l.. AAa...7 A I1 L • •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 June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, 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-1300-02, -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. Addendum 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. 1s1~_q 1. (._5,�...,� l�hag I. Chanda, P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 E-1 • • •.• • • • ••• •• •• • • . • •• •• •• •• . • • • • • • • • • . . • • . • • • 04,0 • • • • 000 • • • • •• • • • • • • • • • • • • • • • • • • • • 000 • • • • • • •• • • • • • • • • • • ••• • •• • • • •• .•• 0• • • • • • • •• • • • • • ••• •• SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS 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 28Y WOOD BUCKS BY OTHERS, MUST 8E 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. • • 1/8" HEAT STREN'D. GLASS .090" Interloyer Butacite PVB By 'Kuroroy America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'GO 2 io 3/16" HEAT STREN'0. GLASS .090" Interloyer Butocite PVB By 'Kuroroy America, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 4) 1) m � ill I •�j I o \ 8 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS 090" Interloyer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS / SETTING BLOCKS AT LAM. GLASS REQD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G2' SILICONE DOW CORNING 899 ST. STEEL METAL SPACER SIUCONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G3' THESE'DOORS ARE RATED FOR LARGE 'de -SMALL" MISSILE IMPACT' SHUTTERS'ARE NOT'REQUIRED. Engr JAVAD AHMAD CML FLA. PE O 70592 CAN. 3538 42015 PRODUC r REVISED es M•*r M,rII11 m Florida Accepts•ce N. l5-6(03. f Lapt•Ow Iele/MTt2•T Zbl? M .al Pose krallet Ce.trd 0 W CO I N ZJ a 0 U SERIES 600 ALUM OUTSNING ENTRANCE DOOR (LM.I) 0 u v 6 8 UPDATED TO 2014 FBC 8 f3 O v v 0 B ac N 0 8 drawing no. W12-08 sheet 1 of 9 ) • . ••• . • • •.. •• .. • • .• • .. •• • • • • • •. . • •• • . . . • . •. •• • • . • • 5" MAX. HEAD/SILL CORNERS 39 3/4" MAX. FRAME WIDTH 12' MAX. O r Sao N 0 M rn 0 to W 0 0 / II II / II / II OII / 11 / L 1\ \ ACTIVE • \I SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED f 1 I • • • -• • • . • • • • . • • • • • • • • • • • • • • • • • • • • • • • •• • • .• • • • • . . ..• . . . .. • . • • LOCK OPTIONS %11 OR /2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION 26 15/16" D.L. OPG. 37" MAX. LEAF WIDTH (X to m z 0 [DOORS LOAD CAPACITY--PSF- ' (SINGLE.D00RS (X) 000R OIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 39-3/4" 37" 96" 70.0 75.0 fi • • •.•• • •• • • • • • • • r • • • • • • . • Z1" .,,.• HEAD & SILL AT (4) O FRAME ANCHORS STILE ENDS AT 3" O.C. I I (• _ I WIDTH I I\I 1 12" MAX. SILL I _ — il r "rg^ _ — - HEAD�"^/SRL CORNERS FRAME HEIGHT • • • • 96 3/8" Alk / II / 1 / -- 1L/ / ,S \ H \ \ \ \ D.L OPG. • • •• J I I 1 1 I I - - - J /:: / __=___c / /� 'IY \ \ \\ ___)sq___ 01 O n - LI il II LOCK OPTIONS /1 OR/2\ r(OPTION 2 SHOWN) 1 SEE SHEET 7. FOR DESCRIPTION (f ® // // // / r / / / / / / /// \ / INACTIVE 1/ ACTIVE I SURFACE APPLIED \LSE MUNTINS OR 26 I I 15/16" I I I I I " 26 15/16" I DECORATIVE GRILL D.L. OPG. MAY BE USED D.L. OPC. 37" MAX. 10 DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR OIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 76" 37" 96" 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" O.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.1251/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 5" MAX. HEAD/SILL CORNERS 37 3/16" MAX. FRAME WIDTH 12" MAX. HEAD SILL ---JL--_- II II II ., II 1, II N TESTED FRAME HEIGHT 87" D.L OPG. I I I I J I k U yt /IY H /,, li _IL ----ter i I I I =ccI I I O • 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-21 9 32 3/4" it" D.L. OPG. (5) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY Engr: JAVAD AHMAD CML FlA CAPEc.57372 N. PRODUCI'REVISED se co.dling with 4be Flo rid lk beadles NN•--1S-s�+"0{6�003Tj�•�1�3 aspkMWs DAIe"►3 Madrd•cattail 3 v 8 0 n C V v 8 6 8 COMP -ANL\W12-08ECO] A c Y 0 g 64. lJ 0 S 8 r- drawing no. W12-08 sheet 2 or 9 • - • • • • • • • • • • • ♦ •• • • • •• •• • • • • • • • • • • • • • • • • • • • • DESIGN IAAD CAPACITY PSF .STAND ALONE SINGLE SIDEUTES i SIDEUTE SIOEUTE WITHOUT FRAME WIDTH FRAME HEIGHT REINFORCING INCHES INCHES EXT.(+) INT.(-) 70.0 75.0 I 30 70.0 75.0 36 C=1 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 SIDELRESJ- • • .•• LOAD CAPACITY • • • - PSF LEAF DOORS WITH SINGLE,OR DOUBLE BELOW) '(SEE NOTE SIDELITE SIDEUl[ RLTHOUT • WITH • FRAME WIDTH FRRRIC HEIG laIl�j{+01CINN 1 igEI1�FOj;CR i: INCHES INCH E1 .(+I INT.) : • E1<Tt+� INT.( 2 L24J • • •-70.• 75.0• r 70.0• 7510• • 30 70.0 75.0 70.0 75.0 36 82 70.0 75.0 70.0 75.0 37 •70.0 ♦ • 75.0• 4%0 • JSO 42 • .61.7 I . 166I7 : 11.1 I .66.1 • 24 7D.0 • • 7510 • SW • 75.0 30 , •Yb.O; 17511•' ;0.0: i jlo . 36 86 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 92 69.8 69.8 70.0 75.0 36 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 63.3 63.3 70.0 75.0 30 98 57.8 57.8 70.0 75.0 36 53.1 53.1 70.0 75.0 37 52.4 52.4 70,0 75.0 REINFORCING AS REOD. 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) = FRAME WIDTH - 4.438" m 148" MAX. 5" MAX. HEAD/SILL CORNERS 3" CLUSTER OF (4) ANCHORS AT HEAD/SILL TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 12" MAX. HEAD SILL \\ J) ---,r---- I i I I . // __L_ =--r7--- / i / II / / _ \ \ \ \ \\ \ \ III, to V./ n / OM% OR/d2 1 S SHEET DESCRIF o �' \ D.L OPGY� _I - O /ii / ii +J \ \ \ \,I1 - 0 O II I// rtr n \ I \ \ \ \M'] "tos.- Y M LO;K \_1{1 (OPTION F07 / O ✓ � 12 Lo - O -"- --==7t ;r /4/ JL -i __= X.to II it ii 11 t==_= IISEA�' II O ACTIVE , INACTIVE '\ SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED I ll I 1 32 3/4" D.L OPG. SIDELITE FRAME WIDTH MAX. SEE CHART AT LEFT 26 15/16" D.L. OPG. 26 15/16" D.L. OPG. 37' LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) 000R FRAME WIDTH (OXXO) /RODUC f REVISED no complying wi1M eke Roden b•dl•g Code Aeeeptn-ee No i O p R1ptrM1•• Dote 'S 20 (9 �b.IF���C.•ad 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 AHMAD CNIL 1PE / 70592 AN. 3538 04101!'i 0 U N U 8 `0- n C 6 a 0 D g g 0 c drawing no. W12-08 (sheet 3 of 9 9/16" MIN. THROW BOLT PENETRATION La 1/2" MIN. THROW BOLT PENETRATION EDGE DIST. EDGE DIST. • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • • • • • • • • • cn UQ x m • • • • GLAZING OPTIONS SEE SHEET 1 t TYPICAL ANCHORS SEE ELEVATIONS' FOR SPACING' .' PROPERLY SECURED 18Y WOOD iBU K EDGE DIST. ```` O2 • • • • • • • • •• • • • • • • TYPICAL'ANCHORS • • • • SEE- ELEVATIONS FOR SPACING N t� O 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 11/47OIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU1BY'BUCKS INTO -CONC. _OR MASONRY,' `1=1/4 MIN'EMBED INTO _CONCRETE .(HEAD) 117174"-MIN. EMBED INTO CONC. OR MASONRY (JAMBS) OIRECTLY_INTO CONC OR MASONRY h1=1/4"_MIN'EMBED INTO CONCRETE (HEAD/SILL); 1-1/4" MIN7EMBED INTO CONC. OR MASONRY (JAMBS) 114 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. W000 AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. EDGE DIST. METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING j IMIAMI-DADE COUNTY APPROVEDI 1 CLIPPED MULLION A I I SEE SEPARATE N II II 0 0 Engr: JAVAD AMMO CML PE f 70592 N. 353e 0 9 4 alb t TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PRODUCfREVISEO . eo•Elyl.y wilts 14e Flori& ImaCollo Aerega.ceNo IS-06•;•13 Niro*• Dote -+Mel Iq DJ, itzitc). Ld Caged DOOR DETAILS `o v 5 P. 3 a 5 8 a 0 v 0 0 S 0 date: 02-13-12 1 drawing no. W12-08 sheet 4 of 9 ) 1 /4. MAX? SHIM `T\ TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 1 /4.. MAX... f SHIM TYPICAL ANCHORS SEE ELEV.. FOR SPACING • . ••• • • • •.• .• •• • 8 • •• •• • •• • • . • • •• . . •• • • •. • ••. • • •• • • • •• • •• • • • • . ••. . • • • ••• CONCEALED FLUSH BOLTS LEVERS AT STILE FACE • 16 • • 7LC'4VE,LE$F • • • • • • • • • • • • • •• • • • • • • �•• • • • • • • • ••• •\ ••• • • • •• • • • • 7 • • • • •• • • • • ••• •• EXTERIOR D.L.O. 37' MAX. LEAF WIDTH 39 3/4' MAX. • O 1/4' MAX. SHIM SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE 2 POINT LOCK ASSEMBLY 76' MAX. 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS 11 OR p2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS t1ri____( LEVERS AT STILE FACE II ld EXTERIOR DOUBLE DOOR FRAME WIDTH LEAF WIDTH 4 POINT LOCK ASSEMBLY DOOR DETAILS Env': JAVAD AHMAD CML FLA. PE / 70592 AN. 3538 Z015 1 /4' MAX. SHIM 2BY WOOD 8 CK OR WOOD STR TUBE EE NOTE HEEL 1 COMP -ANL\W12-08EC0 TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUC f REVISED as u•.PlyIII •IN die FTneld& brans Code Acceptance Nett DL• 1 RtpIraNs. Dale _ 110 ]► t� .�-Nti� 2 Miad OfnafelPreatei Cenhok 0 2 u N 8 6 6 0 0 cc 8 CO u S drawing no. W12-08 sheet 5 of 9 • • ••• • • • ••• •• •• • • • •• •• • • • • • •• • • • • • • • • • 000 • • • • • • .•• • • • • ••• TYPICAL ANCHORS SEE ELEVATIONS "FOR SPACING • • • • • • • • • 1/4" MAX. • SHIV • • TOPICAL ANCH•RS• • • • • • SSE EVEN. • • • • • FOR SWING • • • ••• • • • • • • • • • • • • • • i 0 w METAL STRUCTURE SEE SPEC SHEET 4 GiAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING g r TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1 /4 ,4MAX. SHIM 1 /4" MAX. SHIM 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 q 1BY WOOD BUCK REINFORCING AS READ. SEE SHEET 3 MAX. UNIT FRAME WIDTH SIDELITE DETAILS TYPICAL ANCHORS SEE ELEV. FOR SPACING LEAF WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH Engr: JAVAD AHMAD CML FLA. PE / 70592 C.A.N. 3538 P 4 2015 PRODUC r REVISED M emplyk•g with tk Florida b•tdko{ Cods Aeapu•ee No 4S—O —P3" k 3 6ydnMW Dale "a' ZottI Moe Ditir drawing no. W12-08 (sheet 6 of 9 • •• • • • ••• • • • ••• •• •• • • •• • •• •• • • • •• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • •• • • • • • • 1411 % • • PART g REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 22 E602 - FRAME COVER 6063-T6 - • S • • E603 - DOOR FRAME JAMB 6063-T6 - I • • E604 - SIDELITE TOP & BOTTOM FRAME 6063-76 - • y • • E626 - SIDEUTE 9' BOTTOM FRAME 6063-T6 - • ! • • E605 - SIDELITE FRAME JAMB 6063-T6 - 6 E606 - SIDEUTE SLIP ON JAMB 6063-T6 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - • • 7A • • E625 - LEAF 9" BOTTOM RAIL 6063-T6 - • 8•• E608 - LEAF WSTRIP ADAPTER 6063-T6 - 9• E609 - LEAF HINGE STILE 6063-T6 -• • 10b • E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6083-76 12' LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REQD. SIDELRE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 F81202 - FLUSH BOLT LEVER - SULLNAN & ASSOC. 21 • FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULINAN & ASSOC. 22 #12 SMS AS REQD. FRAME ASSEMBLY SCREWS - - 23 /12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 WI1323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SIUCONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DLO IRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 OLOIWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2' X 4" LONG EPDM 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 ENO, DUROMETER 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. Engr: JAVAD NIMAD CML FLA. PE i 70592 C 1N. 8 1 42015 z m RE o Ire 0 1 O 3 * M 0,001 0 E Q O goiE I ZN- g ▪ ag 0 W CO L PRODUC E REVISED n complying wlM 1►e F7orid& AActivisme Ns 14-0SOT: (3 Eivirel1e• D•le 1.1214 Mai PAD Iliadic( Clairol ' N 0 0 N D 9 n v g 5 5 0 5 2 ro drawing no. W12-08 (sheet 7 of 9 LOCKS• OPTION /1• ACTIVE LEAP 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 TOP 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 JNACTNE 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 8Y 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM / / / / / /, / 11 ACTNE HINGES. rsi / / / / / INACTIVE ACTIVE 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 8Y 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; •. ArjTNE • •• • • CONVEfITIONALLF•00SR IOCKI6ET VBTH 1^'k' ,t D TA 69S O'I KMIS!T' LOCATFO AT.39-•1/4" FROM BOTTOM • ✓F OPERRT L? ON E ERIOR AM THUMB TURN ON INTERIOR THROW BOL LOCATETI•AT 44-99/4" FROM BOTTOM CONCEALED FLUSH BOLTS 8Y 'SULUVAN & ASSOC.' • • 1 2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL • U LY.AP RA*D LEVLR2/•AOUNiEY ON STILE FACE • LQCj, D T -W 8:FR TOP NJD BOTTOM • L.CK•FA9FENGD Tp.STILE 11 (2)•j -32 X 1/2" FH MS • • . . • • . . • • IMAC7NE L& F • • • • • • • • CONCEALED FLUSH BOLTS BY 'SULLNAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND 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 / / / / / /2 / \ ACTIVE • r / / / / INACTNE ACTIVE Enpr: JAVAD AHMAD CML RA. PE 170592 CA 'A 3538 015 /RODUc r REVISED ✓ eowplylas with IYe Florida A . No 15-0403• 13 L ev1raN•• Date 3 12 2 j t� 0 CO 0 N a a U Z 3 EE c 04�ki J 8 6 g3 0 co N 0 9 O 88 O C (date: 02-13-12 1 • 46, drowing no. W12-08 sheet 7•1of 9 • • ••• • • • ••• •• •• •• •• • •• •• • •• • • •• •• •• ••• • • •• • • • •••• •• • • • 4.000 • _1.750-1 •:• • •: •• ^•519 Y F' .394 Y ��.130 �V W LI 078 II f 4.031 . a • •1/90 • • • •• ••• • •• • .625 ..M' AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX (305) 2526978 -- COMP-ANL\W1: •�3 • .893-a•II•--.050 .803 .045 0 DOOR FRAME 2.062 --=i HEAD/SILL ��,, 4• • ••J,. ••• • • • 047• • • 14 GLAZING BEAD 5�16' GLASS • • •• • L • ••• •• • • • 8 GLAZING 7/16' f05 1.047 BEAD GLASS I1.625 4-�I L 1.172 a GLAZING BEAD INSUL. GLASS �i L1ao7- •. • • • • • 1 • • • • '• tso7-�{• • I • 0 • • I s • LEAF TOP/BOTTOM RAIL 4.000 - • • • I• (I 4.781 - J - .078 �f 1.625 3.719 ...-.078 4.719 .078 1.750 1.507 c 8.250 j^-1.5O0 �{ SERIES 600 ALUM OUTSWING ENTRANCE DOOR (LM.I.)) IECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 I� 7.531 I I 312 1! (1) 4.000 LEAF HINGE STILE .062 �1 � mouuCfREVIVED 08 C with the F1nrYa z O SIDELITE I - 1.507-.4 1.750 TOP & BOTTOM FRAME 5.344 - l J LEAF W'STRIP ADAPTER 6 W mae, 31 1 193 4.000 fi,\ 2.081 1.750 1.507 .094 Mad fhtp •cLC•aled }.-1.750-J •312 .442 329 078 7n 9" BOTTOM RAIL 81.584 8 .078 LEAF LOCK STILE I� L1.812] ) FRAME COVER ( 1.5071 LEAF ALIGNMENT BRACKET 750 L 0 n m i _ i . i 9 1- r-.261 5.344 -.1 I 375 r. -1 f�.687 1 I F.078 1.507 ` �rr 4 1 1.750 2.081 3.719 .078 1.574 � .725 3.781 25 f .050 .154 16 SNAP COVER 4 1.897 I FV F�-RAG4.000b 13 LEAF CLAMP 11 LEAF ASTRAGAL STILE > HINGE BACK-UP PLATE 8.281 9000 -�{ 1.250 I -{ F^-- b-•719 18 SIDELITE MULLION REINFORCING in „•. e v L...1 g. o j�t.s00 -.625 yI1.500 I .''719 v o < m 0 4.000 .078 - N N ' 1C \ "'. a 303 k o V .__, 1.625 d 4.188 Engr. JAVAO MAWn E 1 M. PE / 70592 CAN. 5536 4.000 .078 2.097 1 1.507 I .078 7 0f ` 2015 < drawing no. W12-08 4.000�1 0 i, � (3) DOOR FRAME JAMB � \J SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME Os) SIDELITE SLIP ON JAMB sheet 8 of 8 DOOR FRAME CORNER LEAF CORNER • • ••• • • • ••• •• •• • • .• • •• .• • • • • • •• • • • • • •• ••• • • • • • • •.� • • • • • • • •• • • • • • ••• • .. • • ••• •• •• ••• • • • ••• •• • •• • • • •• • ••• iX� • • ••• • • • •q/ • • • • • •• • • SIDELITE FRAME CORNER SIDEUTE MULLION SLIP ON JAMB CORNER Engr: JAVAD AHMAD FU. F A / 70592 CAN 3538 2015 /RODUC r REVISED eseamplyL{MFM F6e Plod & Waft Cide W�FC.•Md COMP -ANL\W12-08EC0 J c 0 N N 1 8 b i 8 c 0 w 0 8 61. 0 S drawing no. W12-08 (sheet 9 of 9 s COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson_Ind_ustries;InC: 8501 NW 90 Street Medley, FL 33166 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 Gount' RER - Product Control Section to be used in Miami Dade County and other areas where allayed byytiie Authority • • ; • Having Jurisdiction (AHJ). "' • • This NOA shall not be valid after the expiration date stated below. The Miami-DatlVCd my Pro$tfc! Control• Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-DadV C& ty) reserva the right to have this product or material tested for quality assurance purposes. If this psochct• or matepai fails tp• • • . perform in the accepted manner, the manufacturer will incur the expense of suck iesJp,g and thQ14TTJ may immediately revoke, modify, or suspend the use of such product or material withttbtlleif jurisdictPn. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade.Gotinty Product Control Section that this product or material fails to meet the requirements of the applicabl; building code. • This product is approved as described herein, and has been designed to comply witti•tle Florida Buildint Code, including 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.mismidade.2ov/economy DESCRIPTIONaSeries ` 11 8700_ (FlangeFrame)" Aluminnni Horizontal Sliding.Win`dow'— L:M.I �J APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C, dated 02/10/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, 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, 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 and renews NOA No. 14-0908.14 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. 40P7 (NOA N on17 0222:14j Expiration Date: CApri111; 2022, Approval Date: April 13, 2017 Page I •. Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C dated 02/10/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TEST'S • •.... • 1. .. ao-it reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 • • •• •• •• •• • • • 3) Water Resistance Test, per FBC, TAS 202-94 • •• • . "" •' • • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 • •• :: •alon•.g with marked -up drawings and installation diagram of an aluminum horizontal •... •. • • ..•s1yciing window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by • • • : Hu1ricane Engineering & Testing, Inc., Test Reports No. HETI-10-3049 and ••„H TI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. •• • • • • • • (Submitted under NOA No. 11-0705.10) • • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 3. 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 an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-30491, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 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 marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) ,l flA 1Wainuil Perez, P.E. Product Conol Examiner NOA No. 17-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 Lawson Industries, Inc. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • along with marked -up drawings and installation diagram of 8 spepens • of an aluminum horizontal sliding window, XO configuration; p. fired by 1 ricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033,.1JETI-08-20A4, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2028, IIETI-0&.2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candiao F. Font,•P.E. (Submitted under NOA No. 09-0706.05) •• • • • • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • 2) Uniform Static Air Pressure Test, Loading perT3C TAS 242-94 3) Water Resistance Test, per FBC TAS 202-94 • • • • 4) Large Missile Impact Test per FBC, TAS 20'16--94• . • • . • . 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) • • • • . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers; dated 06/255/, expiring on 07/04/18. E - 2 Ma Product C NOA Expiration Date: Approval Date: rez, P.E. xaminer o. 17-0222.14 April 11, 2022 April 13, 2017 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 5th Edition (2014), dated February 16, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) • • 3. Laboratory compliance letter for Test Reports No. HETI-10-3047, HETI-10-3048, • • •OW I-10-3049, HETI-10-30491, HETI-10-3050, HETI-10-3051, HETI-10-3052B, • •.... • • •1fTI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, • . • • •TI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10-3226, all issued by • . .... . .l3urricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed •• • • • • sealed by Candido F. Font, P.E. "•• '*(Vbmitted under NOA No. 11-0705.10) • • ▪ • • • 4. • ; ,oratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane • . : Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- • • • • •Secla, P.E. (Submitted under NOA No. 11-0705.10) • • • 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 14-0908.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 11/13/14 and expiring on 04/11/17. Mann P.E. Product Co rol E : miner NOA • . -0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E-3 • • ••• • • •• •• • • •• • •• • • • • • • • • • ••• • • • • •• • •• • • • • • • •• • • • •. • •• • • • • • • • • • • 0 i%/ // // /// •/.' // _0 OD O C � m • \\r•• \ \. • r\ • �V O a •• • • • • • • • •a• ••• \\\ • • • • • • • • • • • , 1- NOTE: COX4 I a) 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A. Al. B. & B1" REFER TO SHEET p3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C. D. & E" REFER TO SHEET #4 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. \\\ \ O \\ \` 0 \ CD /// // ---1� t_ rXOX, Equal Lite (1/3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B. & BI" REFER TO SHEET p3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET p5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. O GI // /// // O CD // /// // // /// // -I XOX - Un-Equal Lite (1/4-1/2-1/4) NOTES: 1) REFER TO SHEET • 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & 01" REFER TO SHEET p3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D. & E" REFER TO SHEET p5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS • • •• • • • • • • • • • • • • • • • • • • • J••• •• • • • •• • • • • • • • • • • •• General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.), AND AS TABULATED ON SHEETS 6, 7, or 8_ 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). 8.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 8.) SEE SHEET 9 9.) SEE SHEET 6 10.) SEE SHEET 7 11.) SEE SHEET 8 FOR LOCK DETAILS & OPTIONS. FOR GLASS TYPES. FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. .'RODUCT REVISED as complying with the Florida Building Code Arceptance No t 0?72. f4 & , ration Date / ril f fr 022 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS IMPACT WINDOW Es] (7 z -3 z J 0 HORIZONTAL O 0 co Cil 0 dz z 0 0 z O F 0 w 0 . a. c 1 o 0 0 1 • . • •• •• • • • • • • • • • • • • • ••• •• • •• •• • • •• •• • • • •• ••• •• • • •• • • •• •• • • • •• •• • • • • • TEST UNIT SIZE: 111" X 63" * INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD 1F DP ABOVE 70.0) 0 (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) 107 1' al (C) 5 AT EA. FRAME JAMB MA14 S.Q. •SEE GENERAL NOTE M3 & A4. 11 x u 1 I = E ¢ ¢ _( I, w I'' > i 'o I TEST UNIT SIZE 111" X 63" INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL (l4. AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE p3 & #4. 63' OVERALL FRAME HEIGHT 62' INTERIOR FRAME HEIGHT 85 3/8' OVERALL FRAME WIDTH 8. 3/8' 'INTERIOR FRAME IADTH • • • *TA ADDITI AL•ANE ORS • • • •REOJIRS A0MESTINS RAOLS • • • •FOI. UNITS 151ITH•DP • • •/• 70PSF V TOTAL) • • JI v W'I • �11.37�' • • • • +' I (MAX. 9. • • • • • • '111 21•th• • • • • • • • • • • • •• • • • • • • • • • • • // V _ Moe. Vent O.L.O. height - 56 7/16" • •U04 •--w--•--,.'ID• • o• • ;i At �/' ____ TF C O ANCHOR NOTES, 1. SAME ANCHOR SPAC NG AT HEAD 6 SILL / 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH OP ABOVE •70PSF / - 75PSF a ToXOX" WINDOW EQUAL LIT —El ��� E' 5 FESVERTICAL CROSS-SECTION DETAILS 'A, A1, B, 1 B1' AT SHEET 43 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C. D. 6 E' AT SHEET 45 11 2 x W W x x ¢ ¢ w W J � ¢ 2' � W AI I T.._� ANCHOR NOTES: ( 1. SAME ANCHOR SP C NG AT HEAD 6 SILL\ / 2. TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS VITN pP ruA0.79X. O.C. 4' 1-- II i TEST UNIT SIZE: 74" X 83" INSTALLATION FASTENERS• (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IP D (B) 8 AT EA. FRAME SILL (8 AT FRAME SILL IF DP (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE #3 5 AITL PGAR) ( 13 1/4' 0.C. 1/4' O.C. 13 1/4' O.C. 13 1/4' D.C. EXT. 6 INT. FALSE COLONIAL HUNT[NS ARE APPLIED W/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 111' OVERALL FRAME WIDTH 110' INTERIOR FRAME WIDTH TVO ADDITIONALANCHORSREQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE •/- 70PSF (4 TOTAL) I (IAA>f, o.cJ I MCI. D.L.O. Wid Mok. D.L.O. dth / // - // V = 24 3/8'e O N // ^ / / t 2 ' 00 ==�i O k 33 144 V rn I 1 5 L CORNERS) 13 1/4' OZ. 13 1/4' D.C. 13 1/4' O.C. 13 l/4. TIC. 74' OVERALL FRAME WIDTH P ABOVE 70.0 ABOVE 70.0) k /4. 73' f- O I (MA) 40. INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQUIRED AT MEETING'RAILS •OR UNITS WITH FOR UNITS WITH DP ABOVE H DP 4 1/2i I --' I�MAz40.c.1 (TVPI i5 ALL tnt D.L.O. Height = 56 7/16' Ng g D.L.O. Vtdth 1( 1 (3 I/I4' _ __i� 4 33 1/4,AP _- OVERALL FRAME HEI INTERIOR •FRAME HEI 1 h CC\J1 13 I/4' i. "-- : , _ b t—_ - _ 13 I/4' j I 71 ANCHOR NOTES; 1. SAME ANCHOR SPACING AT HEAD6 SILL 2. TVO ADDITIONAL ANCHORS REQUIRED AT NESS) OC. D.C. O.C. O.C. EXT. 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ AT MEETING RAILS FOR UNITS WITH V/ SILICONE AND ARE DP ABOVE •/- 70PSF (4 TOTAL> AVAILABLE AS OPTIONAL. CXO" WINDOW EQUAL�LDE% NOTES ( "OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A. AI, B. 1 BI' AT SHEET 113 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C. 0, 6 E' AT SHEET 114 SERIES-8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS - L.M.I. PRODUCT REVISED 84 C40TplyiRg With The Florida 081144lg end, Acc81)1Rmt NO / • i. 2 680484ioo Dale ABOVE •70PSF / - 75PSF (4 TOTAL> "XOX" WINDOW — UN —EQUAL LITE M�R(n NOTES. 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al. B, 6 81' AT SHEET 43 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C. D, 6 E' AT SHEET 115 HURNS APPL APPLIED V/SILICONEDANDI AL ARE AVAILABLRE AS OPTIONAL. O ID (0 1D M 10to N p Of TO O Col i. _1.0 Z W 2 MO> w= co M 0_ 63' OVERALL FRAME HEIGHT • • • •• •• • • • • • • • • • • • • • • • ••• •• • •• •• • • •• •• • • • •• ••• •• • •• • • •• •• •• • • •• •• • • • • • 1/4' TAPCON W/ 1 1/4 MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET N2 FOR MAX. FASTENER SPACING) yr+ 1-1/8' MIN. EDGE DISTANCE D D fo a 4- EXTERIOR GRADE PERIMETER CAULKING EXTERIOR EXTERIOR GRADE PERIMETER CAULKING r 15 4 • 1 •ALL W004 BUCKS ENGINEERED SERARATELY •• I. `T�LI BE REViE'VNIID BY BLD`.•OFFICIAY (TYP.) •.\ �DpHTRIE)iNyGS'FS FAIN LNG ADS POT � EDON 1 N SSS���}}} 1 1/4" MIN. ° °EMBEDMENQ-' N. d' Q. •• •', I �•• ••• •• •a • • 4 • • • • • • • • •• • 4 • ' • • 1 •- • • • • • • .• •-•.'.• • • • • ••1 • • • • • • • • 1/4' MAX.' SHIM SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS is A 'i/. - 4 . '0 1/4' MAX. 0 4 4 s IM SPACE Q 1 1/4' MIN. 5./j SM• (rvP.) EMBEDMENT p.aa a ° I.a Fa d o STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) EXTERIOR ALTERNATE DETAIL SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS a4, #5, 6 It6. 1/4' MAX. ° SHIM SPACE (TYP.) I 1/4 MIN. EMBEDMENT ° d d. d OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" 2X s' n--rr PI el 1F14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET tt2 FOR MAX. FASTENER SPACING) 11/4' (Nai. EMBED TYP. 1/4' MAX. SHIM SPACE CTYP.) INTERIOR p WOOD FRAME INSTALLATION DETAIL IL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO . BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK 0R MASONRY IS LESS THAN 1/8SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE N12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or- APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER 00 LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 II' aviation Date •!.� Y Dodo Pradoet MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS HORIZONTAL i s'a 1 'B' - Revised dote For the F8C-201 L 1 2 1 z 4 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • ••• 2X WOOD BUCKS BY OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) 414 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) 1' MIN. EDGE DISTANCE 1. ALL '00D BUCKS ENGINEERED SEPARATELY & TO BE REVIE,JED B/ BLDG. OFfICIV. (TYP.) • 2. WOOD BUCK .AND •FRAMING l.NDT •Y LAWSON• • • INDUSTRIES) MOST •US•TAIN @OA41S •IMFIOSED • • BY THE GLAZING S''STEM • • • • • • • • • • • • • • • • • • • • • • • • • • • 2X 1 1/4' MIN. LE Mr 1 ENT tt:'dUUUlUt1G\UC1S T, LCI • • • • l/4' MIX. • • • SHIM SPARE • • rol 1 (TYP.) • EXTERIOR WALL FINISH BY OTHERS (TYP.) «« EE(<((«[«««E )))))> »»)-)))-N)M.), STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. • • • • •• • • • EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) • LAMINATED GLASS • • • •I • ••S LICONE ADHESIVE • • CEDDING COMPOUND • • • • •• LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. INTERIOR EJ� EXTERIOR 73' MAX. WINDOW FRAME BUCK WIDTH 1/4' MAX. SHIM SPACE (TYPJ di EXT. GRADE CAULK 74' MAX. WINDOW FRAME FLANGE WIDTH • .PT. WOOD BUCKS 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 82 FOR MAX. FASTENER SPACING) 4 AE 1 1/4' MIN. EMBEDMENT 1'1/8' MIN. ..EDGE DISTANCE a XO"-WINDOW -EQUAL-CITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE It12_SMS_OR WO. SCREWS INTO WOOD, OR 1%4" TAPCONS or APPROVECCONC'FASTENERS-INTO'CONC.� 'WITH A MINIMUM OF,1_1/4' PENETRATION INTO WOOD OR iCONC. (REFER TO LOAD TABLES FOR DUANTITIES,,REDUIF2ED) 3 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1'.XRi*atlon Date By Mt .Is 0 z MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS O O 1` co rn FRAME INSTALLATION DETAIL z a) z 0 a 0 0 ca z 0 0 m 5) a U 0 0 0 r 9 1 E a F ao O 3 N 1 N z U • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• • • •• • • •• •• • •• •• •• • • ••• • • •• • • • • • # 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1/4' MAX. SHIM 'SPACE (TYR) a • • • • •• • • • • • • CLEAR* SIL?CURE ADHESIVE••: 34 4114NG• OMPOUtTlL • • • EXT. GRADE CAULK • • • •• • • • • • • • •1f 1INAiED GLASS EXTERIOR WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN —EQUAL LITE WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO_BE,#12 SMS_OR WD,eSCREVS INTO WOOD, OR 1/4"TAPCONS or APPROVED-CONC. FASTENERS INTO'CONC., WITH A -MINIMUM OF 1.1/4. PENETRATION INTO _WOOD ORr CONC'(REFERTO'LOAD'TABLES'FOR'QUANTITIES"REQUIRED), I/4' MAX. SHIM SPACE (TYP.I EXT. GRADE O CAULK 4 .PT. WOOD BUCKS 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) j d 1 1/4' MIN. EMBEDMENT o a 1 1/8' MIN. EDGE DISTANCE PRODUCT REVISED as complying wit1 the Florida Huildmg Code Ameptance No 1 'ration Dete Mute& Dade Piodat 2 0 1!! N ap tJ o ¢ G O o n e Jo ? z 0 oo0 ux roMa it VV oV cr 0 cs cC ru CID 4. I. 0 .o 0 0 t, 9 1 1 for the FBC-2014 $a r uo i35 a• 90 S 1 p3S z 1 U • • ••• • • • ••. •. •• • • •• • •• •. • • • • • • •• • •• • • . •• • . •• ••• •• • • •• • . •. •• • •. •• •• • . • • • • • • • • ••• DESIGN LOAD CAPACITY (PSF) - OX or XO WINDOWS W1NDOW WIDTH 24 HEIGHT 24 Jamb Anchors 3 H&S Anchors 3 • • • • • • +/- Pressures (psf) ' Glass Type'," (;2)••L psf - 65.0 -• __ f• • ems T$py. 4' P �) *pg••• per. 65.0 • 65.0• • • glass Type "C" (* 2) .Glass Type "D"'(* 2), • psf • 70.0 psf 70.0 70.0 -psf 70.0 Glass Type "E' (* 3) + psf 80.0 -psf 80.0 Glass Type "F" (* 3) +psf 80.0 -psf 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 72 24 24 3 3 6 6 65.0 65.0 §.e Q • •. fs.a . • 65.0 • • €5.10 • • 466.0 • 65.0 i ; zat i S3.o•• 65.0• 24 36 36 36 3 3 4 4 65.0 65.0 • f5.0 • fiE.0 • • • 70.0 70.0 • 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 - 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 72 60 60 5 5 6 6 65.0 65.0 65.0 65.0 65.0 65:0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 - 70.0 70.0 80.0 80.0 80.0 80.0 " 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26.5 26 38:375 3 4 6 4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 . 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26.5 38.375; 50.625 4 5 8 4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 _70.0_ 70.0 70.0 _70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 . 80.0 80.0 , 74 50.625 5 8 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 5 4 65.0 65.0 65.0 70.0 70.0 80.0 80.0 37 53.125 58 58 5 5 4 6 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 74 58 5 8 26.5 37 53.125 74 63 63 63 63 6 6 6 6 4 4 6 8 65.0 65.0 65.0 65.0 70.0 70.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SIII. ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 65.0 65.0 65.0 65.0 70.0 70.0 70.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 El as complying with Building Code / Acceptance No Expiration Paw ri,21,11 759, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 SILL RISER - OPTIONAL APPLIED WITH SILICONE OR DP ABOVE .70.0 PSF cip -71 gE QUALITY ALUMINUM WINDOWS AND GLASS DOORS rzi 0 co CO o co cia HORIZONTAL F. <75 03 oI CO • • ••• • •• •• •• • • • • • • • • • • • • • ••• • • • •• • • • • • • • • • • •. • •• •• • • • • • • • • • •• • • • • • • • • • FRAME SIZE WIDTH HEIGHT 60 72 24 24 #Jamb Anchors 3 3 #H8:S Anchors 7 7 DESIGN LOAD CAPACITY (PSF) -XOX WINDOWS with Un-Equal Lite (1/4-1/2-1/4) + /- Pressures (psf) Glass iype 13"•(* 2) Gass Type Type "E• (* !) Glass Type "D" (* 2) + psf tj •- Rsf• I .+ psf• r -:psf. + psf - psf 80.0.:. • get .0 •.•80.0: 80.0 80.0 80.0 .I140 •. 65.0 75.0 80.0 65.0 75.0 Glass Type "E" (* 3) + psf - psf 65.0 65.0 75.0 75.0 Glass Type "F" (* 3) + psf - psf 52.0 52.0 52.0 52.0 Glass Type "G" (* 2) + psf - psf 65.0 65.0 75.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 108 60 72 84 24 24 36 36 36 3 3 3 3 3 10 11 7 7 8 80.0 y 8(1.0. 8111 80.0 • 8(0.0• • •80e0• 80.0 -•8f ; i 7,80iG� 80.0 •8Q.0. ,11_._•8(j0. 70.0 75.0 70.0 `..80.Q_. • 80R0 i- 80.e• • 80.Q • 75.0 65.0 75.0 65.0 ! 75.0 65.0 75.0 65.0 75.0 65.0 75.0 , 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 36 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 8 •52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52:0 65.0 75.0 108 60 48 60 4 5 11 7 52.0 52.0 52.0 52.0 65.0 _ 75.0 65.0 75.0 65.0 65.0 75.0 75.0 52.0 52.0 52:0 52.0 65.0 65.0 75.0 75.0 72 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75:0 52.0 52.0 65.0 75:0 96 60 5 10 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 74 74 60 26 38.375 5 3 3 11 7 7 52.0 80.0 80.0 ' 80.0 80.0 80.0 80.0 52:0 80:0 80:0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 65.0 65.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 75.0 75.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 -52.0 52.0 65.0 75.0 65.0 75:0 • 52.0 52:0 65.0 75.0 79.5 26 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375- 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 -79.5 50.625) 4 -9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52:0 52.0 65.0 75.0 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11. 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 26 3 11 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 111 Notes (*): 58 63 5 5 11 11 52.0 52.0 1 ) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B. C. & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 52.0 52.0 65.0 75.0 65.0 65 0 XOX - -Email Lite 75.0 75.0 52.0 52.0 complying with the Florida uilding Code ccepcance No I _11/ By I I lei 52.0 52.0 65.0 65.0 75.0 75.0 SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE 470.0 PSF (+80.0 DP MAX.) co 0,3 o o o mwx a. HORIZONTAL 0 OD 0 a. o L8700-0901 •B• - Revised dote for • • ••• • • • ••• • • •• • • • • •• • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • • •• •• • • • • • • •• •• • • • • • DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3-1/3) • • • • •• •• • •• • • • • 11.--• (ilaes i'y�e "C, (G * 2).lass Type "D'' (* 2) • f psf • Qsfi • • + psf FRAME SIZE WIDTH 60 72 84 HEIGHT 24 24 24 #Jamb #H&S Anchors Anchors 3 1 7 3 I 9 3 1 9 Glass Type "By (( 2) +psf •F• p 80.0 80.0 80.0 •• • • + / - Pressures (psf) 80.0 80.0 80.Q 80.0 so.o 60 72 84 36 36 36 3 1 7 3 1 9 3 1 9 70.0 70.0 ••75.0' • Tor *70.00 • 52.0 80.0 80.0 •80.0• _ • 75.0 I • 95.0•• 52.0 65.0 65.0 65.0 -Psf 75.0 75.0 75.0 Glass Type "E" (* 3) + psf 65.0 65.0 65.0 - psf 75.0 75.0 75.0 Glass Type "F" (* 3) + psf 52.0 52.0 52.0 -psi 52.0 52.0 52.0 Glass Type "G" (* 2) - psf 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 65.0 75.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 65.0 65.0 65.0 75.0 75.0 75.0 65.0 65.0 65.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 60 72 84 60 72 84 53.125 53:125 53.125 53.125 53.125 74 74 74 74 74 79.5 79.5_ `_79.5 79.5 79.5 84 84 84 84 84 48 48 48 60 60 60 26 38.375 50.625 58 63 26 38.375 50.625 58 63 26 38.375, 50.625 ' 58 63 26 38.375 50.625 58 63 4 1 7 4 1 9 4 1 9 5 1 7 5 1 9 5 1 9 3 I 6 4 1 6 4 1 6 5 I 6 5 1 6 3 1 9 4 1 9 4 1' 9 5 I 9 5 1 9 3 1 9 4 1 9 ;-4 5 1 9 5 1 9 3 1 9 4 1 9 4 I 9 5 1 9 5 1 9 80.0 80.0 70.0 80.0 80.0 70.0 70.0 70.0 80.0 80.0 .-75.0 80.0 80.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 80.0 80.0 70.0 52.0 52.0 80.0 52.0 52.0 52.0 52.0 80.0 52.0 52.0 52.0 52.0 70.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 80.0 8a0 75.0 52:0 52:0 80.0 52.0 52.0 52:0 52.0 80.0 52.0 52.0 52.0 52.0 75.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 '65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 75;0 75.0 75.0 75.0 75:0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0_ 75.0 75.0 75.0 75.0 75.0 75.0 75.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 . 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52:0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52 0 52.0 52.0 52.0 52.0 52.0 52,0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 + psf 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65:0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 HS-8700 HORIZONTAL ROLLING Notes (*): 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH CLASS TYPES "A. B. C. & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH CLASS TYPES "E. & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C. 0R G" INSTALLED ABOVE 30FT. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. \\ // XOX -Equal Lite RODUCT REVISED complying with the Florida adding Code J • ^Ans. 1` cceptence No V" • ra'. Date 0 • •Tall. '•• Dade Product SILL RISER - GPTIDNAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF C+80.0 DP MAX.) 'SILICONE OPTIONS' COV CORNING 899 SCINEE-N0REHEAO 5731 TREMCO SPECTRUM 2 0.600 GLAZING DEPTH • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• • ••• • • •• • • •• •• • •• •• •• • • • • • • •• • • • • • • • •• • • • • • I LAMINATED GLASS. COMPOSITION - TYPE B ITEM CLASS DESCRIPTION I. DETAIL LAMINATE DESCRIPTION 1 1/8' ANNEALED CLASS SAFLEX PVB by Eoo0.on Chenicol ca 2 0.090' PLASTIC INTERLAYER _ __ -_ 3 1/8' ANNEALED GLASS ) 4A.e 4LAMINATED. GLASS COMPOSITION - TYPE .D - II ITEM CLASS DESCRIPTION I DETAIL LAMINATE DESCRIPTION I 1/8" HEAT-STRENGHTENED GLASS .ita— ----- BUTACITE PVB by Kuraray Americo. Inc. 2 0.090" PLASTIC INTERLAYER _ _ _ 3 1/8" NEAT-STRENGHTENED GLASS a.e LAMINATED CLASS COMPOSITION - TYPE E ITEM CLASS DESCRIPTION 2 1/8' NEAT-STRENGHTENED GLASS 0090' PLASTIC 1NTERLAYER 3 1/8' HEAT-STRENGHTENEO GLASS LAMINATE DESCRIPTION SAFLEX PVB by Eastman Chemical ca LAMINATED CLASS COMPOSITION - TYPE P ITEM 2 3 CIASB DESCRIPTION 1/8' ANNEALED GLASS 0.090' PLASTIC INTERLAYER I/O' ANNEALED GLASS 0 600' GLAZING DEPTH LAMINATE DESCRIPTION BUTACITE PVB by Kuraroy Merka, Inc. 'SILICONE OPTIONS': DOW CORNING 899 SCMEE-MOREHEAD 5731 TREMCO SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEM CLASS DESCRIPTION 1/8' ANNEALED GLASS 0.090' PLASTIC INTERLAYER 3 I/O' ANNEALED GLASS I/O' INSULATED AIR SPACE 1/8' ANNEALED GLASS (s) LAMINATE DESCRIPTION SAFLEX PVB by Eastman Chemical CO. INSULATED LAMINATED CLASS COMPOSITION TYPE C ITEM GLASS DESCRIPTION DETAIL 1 LAMINATE DESCRIPTION I I/O' ANNEALED GLASS BUTACITE PVB by Kuroroy America, Inc. 2 0.090' PLASTIC INTERLAYER ire 3 1/8' ANNEALED GLASS -0 _ : _ _ _ _ A 1/4' INSULATED AIR SPACE __ _ 5 1/B' ANNEALED GLASS (s) INSULATED LAMINATED GLASS COMPOSITION TYPE G ROM MASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS BUTACITE PVB by Kuroroy Merka. Inc. 2 0090' PLASTIC INTERLAYER .� 3 1/8" TEAT-STRENGHTENEO GLASS = =--- _ `r • I/O' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS (s) 1 0Ye - (•) WINDOWS WITH GLASS TYPES 'A, C, OR G" INSTALLED ABOVE 30FT. 1N THE OVH2, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS • ALUMINIR4 M101I0N LLIQQN AAPRI}JAL# FOR LLI ME. SIZE•ANI! MAR. D1iGS PRESSURE LDMIT*I•NS. • ciLLM. 0.071!"♦1PN. THICK NOTE' THE LOWER PRESSURES OF , THE WINDOW 0R MULL SHALL GOVERN i •• • • — • �.��,l '�• • • • • EXTERIOR GRADE PERIMETER CAULKING PERIMETER SEALANT B 12 X 3/4' S.D.S. • • FLAT HEAD, PHILLIPS. • (SEE ELEVATION AT SHEET /2 •FQR MAX. FASTENER SPACING AN DP TABLES FOR QUANTITY) 4 • •• • • INTERIOR WINDOW FRAME EXTERIOR E2 FRAME MULLING DETAIL SEE MULLION APPROVALS FOR - MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1/4' MAX. ® 12 S.D.S. X 1 1/4" L. SHIM 1 (SEE ELEVATION AT SHEET S2 _q INTERIOR r``1tifl� FOR MAX. FASTENER SPACING) ` i.A WINDOW FRAME NOTE: 1. ALL STEEL IN CONTACT WITH EXTERIOR ALUM. TO 8E PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL Fy = 36 KSI MN. (STEEL 18 GA MIN. THICK - 0.048") 8) ALUMINUM 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM 8 PART / REQD. DESCRIPTION REMARKS 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REO'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 12 FS-006 AS REO'D. FRAME ASSEMBLY SCREWS N8 X 3/4' P.H. PHILLIPS 13 FS-040 AS REOD.. INSTALLATION SCREWS D14 SMS F.H./PHIL. 14 L-7531 AS REO'D. VINYL BULB 1/4' DIA. BULB 83033 15 PVS-003 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PVS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187'. w x .350' h 17 PVS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REO'D. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM ,19 PVS-001 AS, REO'D. PILE 2 GLAZING BEAD .187' w x .150' h '20 L-8706 AS REO'D. SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC-057-I 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 I x LATCH LATCH SPRING STAINLESS STEEL 24 • 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW 118 X 2 1/4' P.H./PHIL. 26.1' HC-044-1 2 WEEP FLAP E BAFFLE • 26.2 NC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. 27 HC-040-1 2 SASH ROLLER E HOUSING • 28 HC-026-I 1 SCREEN FRAME 6 MESH • 29 • 1 ATTACHMENT SCREW 2 CLIP K8 X 5/8' S.D.S. 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 1 X Anchor FRAME SILL ANCHOR CLIP 6063-75 ALUMINUM 33 • 2 LAMINATED GLASS See Deta0s € L.H. of sheet 9 34 • AS REO'D. GLAZING SILICONE See Deto0s E L.H. of sheet 9 35 OPTIONAL AS REO'D. COLONIAL FALSE MUNTIN ALUMINUM 36 SM-5504 AS REO'D. JOINT SEALANT • 37 • AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCT REVISED as complying will<Th0 Florida Buildreing Q. 00 N cip UMINUM WINDOWS AND CLASS DOORS MANUFACTURER OF QUALITY A z E a z Lil z a O a F a 0 O I` ('3 0 U i@eo Oo ti .o 1 1 • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • • • • • • • • • • • • •• • • • • • • • • 000 • • • • 0041 FRAME HEAD L-7703 �{ FRAME FIXED JAMB L-7701 • • • ® • • • • • • SILL TRACK • L-8702 • • ly '• • • • •• s\ L• FRAME JAMR TO O FRAME TOP CORNER Oj 11'1! I. \ FRAME HEAD HS-8700 HORIZONTAL ROLLING FLANGE IMPACT WINI EXTRUSION DETAILS & CORNER ASSEMBLY DETAILS • r.'. 1 .750 ••• •2 r .� .. • • • • • • • 1E3........ • • • • • �.3 ,062 SILL itETAINING•CLiP L•8715 • • • • • • 1 ma* VENT TOP RAIL 1-1.439--1 u66 .062 FRAME JAMB y 3 ,I ► j I I. O FRAME BOTTOM CORNER FRAME RAIL LA SON (INDUSTRIES, INC.) MANUFACTURER OF QUALITY ALUMINUM FRAME SILL L-8701 O FRAME 'VENT JAMB L-8703 O 754 z000 a62 • z�A VENT SPRING L-7539 21 LATCH as2 ' VENT TOP CORNER MEETING \ FRAME w I ►-��\ VENT JAMB Rol 4 .\ \\ fill •� 2643 r asz • �Gst 1 VENT LOCK RAIL As Ill1235 1 \ .698 I F—.750--I II \ O FRAME SILL / MEETING RAILo �� r 511� - m C. Compliance n/ FBC 51h Ed11on (2014) and AVM E1300-09 k. I' . \ o VENT INTERLOCK L-7705 RAIL FIXED MEETING RAIL L-7704 VENT TOP/BOTTOM RAIL L-7707 O 5 O- ocz 1 1 P�fi2 O O VENT VENT BOTTOM BOTTOM RAIIFRAMF \ CORNER 1 Rf W isn Notvw IL 'P' - No change this 11. ,0G2 4504 L -11 2285 L375 c� 1 1 FRAME & SASH CORNER ASSEMBLY DETAILS m a in; a z t 5 z t 062 V� LO75— 4 VENT JAMB RAIL L-7706 SILL ANCHOR CLIP L-8830 32 185 A94 GLAZING BEAD L-7708 11 GLAZING 0 BEAD SILL RISER ADAPTER 0 —'� PRODUCT REVISED �1eus •9ti•`• • ,•' :.' til y fy l� Oj'-'-‘/—.)O IA50 7.000 ...... as complying with the Florida l3uildioe Cods �p f1 Acceptance No�' '� LiL.I ¢ ! :1 �' 9 ,t: 6Y IIP�5A 550 t.� I I PN•isalioo Dote 4�G, t 2794 FMiami BY _. •��'IE'OSt'. it. ,o��' —1235—, .773--j I .773 ��A30 • 3j3,` E f • COUNTY 'DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 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) resew ,the eight to have this product or material tested for quality assurance purposes. If this product or material.fails tctptlIenn in the accepted manner, the manufacturer will incur the expense of such testing and the'A3J Lay ipmeiliately revoke, modify, or suspend the use of such product or material within their jurisdiction. • f R•reserves•the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control 3ectkhi that this•product• MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia mid ade.Qov/economy 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, tl+grrcla Built i ••code, • • including the High Velocity Hurricane Zone. • • • • . . . ..• ..• • • • • • DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door (Steel reinforctd); 3a.M.I. • APPROVAL DOCUMENT: Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 �11umi tm• siding• Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/2S/12'and last rovised on. NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami —Dade County Produvt•Control Section 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 1. See Design Pressure (DP) Vs door size, glass type, reinforcements, sill type and configuration in sheets 2 sheet 5 and sheet 8. 2. See pocket installation detail in sheet 11 and notes #15 and #16 in sheet 1. 3. Applicable Egress requirements to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufactttrer'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 revises & renews NOA #14-0908.02 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E--5, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. [_NOA No. 17=1212:05 Expiration Date: kF-ebruary 13, 20233 Approval Date: January 257, 2018 Paged • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision `B", dated 04/15/15, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS.2Q:•-94 along with marked -up drawings and installation diagram of an Alpriikium • SOD,,,':' prepared by Hurricane Engineering & Testing, Inc., Test Rep s.1ip.'s •..HETI-1a.:.:. 3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-)14 .74, dated 10/20/11 • • HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12: TI TI-12-'41 1, dated • 06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12,. .;signed ai 4 haled'E ;;• Rafael E. Droz-Seda, P. E. ' • • (Submitted under previous NOA No. 121204.12) • • • • •; 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20r-94 ' • • • 2) Cyclic Wind Pressure Loading per FBC, TA4,z03194 • • • • ; • along with marked -up drawings and installation diagram of an Aluminum S1 ii g Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 11-3270, dated 05/16/11, HETI-11 3275, dated 10/20/11, HETI-11 3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dated 01/16/12, HETI-12- 4052, dated 07/10/12, HETI-12-4054 and HETI-12--4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12- 4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 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 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-il- 3291, dated 07/15/11 and 1TF TI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) (s&w1 I .(. 1-- Ishaq L Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-1 Lawson Industries, Inc. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked —up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11- 3313, dated 10/20/11, signed and sealed by Rafael E. Droz—Seda, P. E. • • (Submitted under previous NOA No.12-120412) ' • • •' ..• .... . 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •.... •• • 2) Uniform Static Air Pressure Test, Loading par.F$C, TAS 2Q2-94 . • 3) Water Resistance Test, per FBC, TAS 202-94• • • •. . • • ••. • 4) Large Missile Impact Test per FBC, TAS 201 04e "" • • ...• 5) Cyclic Wind Pressure Loading per FBC, TAS.21(13294 ..:. 6) Forced Entry Test, Type "C" sliding dogr, :Grade 10,• per FBC •.• 2411.3.2.1, TAS 202-94 and per ASTM F 84'2-04' • • along with marked —up drawings and installation diagram of an i ll,prn;num%Uding G1ga, • • ; Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports''s FTL- 3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacture, dated 04/28/15, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. U4_ Lshag I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. MATERIAL CERTIFICATIONS 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGIas® Interlayer", expiring on 01/14/17. 6. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 7. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. ' • 8. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Compass} {MA) for .' their "Saflex Clear and Color Glass Interlayers" dated 06/19/1.4,•cxpiring'on 15/21/1fr • • • • 9. Technical data sheet of flexible vinyl compound FPVC 7267-75 inte) & F•I PVC 72c ... 75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Cdtnds, IY • G. STATEMENTS "" 1. Statement letter of conformance to and complying with FBC 5r1tiition (20a4), issued'• by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotas, P. Iv. 2. Statement letters of no financial interest, independence, conformance and cgmglyjng v. i1 FBC-2010, issued by manufacture, dated 12/03/12, signed and sealed by Th&n s J. Soto, P. E.(Submitted under previous NOA No. 12-1204.12) 3. Laboratory compliance letters for Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3270, dated 05/16/11, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11- 3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11 3307, dated 10/03/11, HETI-11-3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12- 4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) Laboratory addendum letter for Test Reports No.'s HETI-11 3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-11-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11 3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12--4051, HETI-12-4052, HF:TI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. Isltaq T. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11 3271, HETI-11-3272,HETI-11 3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11 3307, HETI-11-3313, HETI-11-3314, HETI-11 3329, HETI-11-3330, HETI-12--4040, HETI-12-4041, HETI-12--4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. (Submitted under previous NOA No. 12-1204.12) • 5. Proposal issued by Product Control, dated 03/30/12, signed by J4ime.D. Ga een,: P. E. 6. (Submitted under previous NOA No. 12-1204.12) ' ' 7. Proposal issued by Product Control, dated 03/13/08, signed by Ism ehanda' 1'. •E. • (Submitted under previous NOA No. 11-0518.03) ' .•.. ••.. . . 8. Laboratory compliance letters issued by Fenestration Testing tory,'J.j .. ¶or Tes:.. Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by L eigueredr,•F.E. • • (Submitted under previous NOA No. 02-1126.04) •' .. "" • 9. Laboratory compliance letters issued by Fenestration Testing Veritory,,Inc., for Tat:. Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed dr'ic�'S8a1ed .by . Joseph C. Chan, P. E.• • • • (Submitted under previous NOA No. 02-1126.04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and expiring on 02/13/18. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E. Note: This revision consist of editorial changes of FBC 2017 (6th Edition) code compliance. B. Test 1. None. Ishaq Ii Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., I;.c. fgt. thei ,fft asifol • Ultraclear, Clear and Color PVB Glass Interlayers", expiring on t). /48;19. •• •... .' 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical' C4fltpany MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass inte��av T", expiring on •• 05/21/21. ' • . . F. STATEMENTS • 1. Statement letter of conformance to FBC 2017 (6th Edition) and "No ;ina iiial inierest" dated • • 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, '.E. ' . • • .. . G. OTHER 1. This NOA revises & renews#14-0908.02, expiring 02/13/23. . • . • . . .• .•• • I . ChA,I.3--. Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-5 MULTI -SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SEE BE OW. SEE BELOW SEE BELOW_ NOTE /5. NOTE /5.- NOTE /5, 7 X-LP or RP-X 1D/2T - RP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW SEE BELOW NOTE /5. ) �iN{; i� ,Sk F.:I � �i� Y 1 a t w i, -P ,,is • . a- efr L(IT -P i (:f a- U 1 , I Iu 0. P• 0. G= cI IIJ •0 .0 • O �0 �'r II a. Q,. .0 .0 t f r 2D/2T - XX or 7 r 40/3T - XXXX or 4D/2T XX-LP or RP-XX or LP-XX-RP, LP-XXXX or RP-XXXX or LP-XXXX-RP •-0 -0 -o .. '3. .. ..p .,p .p 30/3T - xXX or LP-XXX or RP-XXX 3D/3T 30/3T - LP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) S% • 2D/2T - RP RIGHT POCKET SHOWN (LEFT POCKET OPPOSITE) 4D/2T 2D/2T - LP/RP I SEE BELOW Y - • NOTE /5. 40/2T - LP/RP 0 • t 0 (1.-1 L1 al El NOTES. 1) REFER TO SHEETS 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS ARE REVERSIBLE. 5) FOR POCKET WALLS SEE GENERAL NOTES /15 & 16. 2D/2T - XO - 20/2T - 0x 2-_DOOR- DES; 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND DP CHARTS, 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. '. ' Si: •' 2 fi t„ I -0 a• 4D/3T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) 4D 2T - LP LEFT POCKET SHOWN (RIGHT POCKET OPPOSITE) !,I!:1 NOTES; 1) REFER 70 SHEETS 5 CF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. SERIES: SGD-9200 IMPACT SLIDING GLASS DOOR General Notes: 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6th Edition) INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVH2) AND ASTM 1300-04, THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEETS 2. 5. & 8 of 14. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS / 2, 5, & 8). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4. 6, 7, 9, 10. & 11 OF 14. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR To DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED PANELS, ALL MOVING PANELS. INCLUDING WITH OR WITHOUT (LH-R11) POCKETS. 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4. 8. 7, 9, 10. & 11 OF 14. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE. 14., POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. 18.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OF RECORD (E0R). LAMINATED GLASS LARGE MISSILE IMPACT 000RS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. •• ••• • • • • • •• • • • • • • • • • •. ••• •• • • • •• MOW r ammo Ite sc with At Mai*, • ••• • I. • • • • • • F•• •• •• ••• • • • k • - `h+$ rL • • • • heduT E �.•�T • • • • • • • • • ••• • • • - • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • b b b b „1m M I N 0 b o_ CD to ov > • '11 Cat Cr) A 0 (/) TA F1#rE y L N n o Q1 *„i re 2- (:4 z CD A m (n Cal s z 0 z� " C7 Z z 0 9 0 0 D. v C7 L9200-1201 1 1 DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL WIDTH FT./IN. DOOR SIZES HEIGHT FT./IN. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) )NT, (-) (NO SSTOEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 (N065 EEL) /0 6/8 56.7 95.0 56.7 65,0 56.7 85.0 56.7 75.0 (WITH 8/STEEL) 0 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 (WITH SOTEEL) 8/0 56.7 65.0 56.7 65.0 X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL WIDTH FT./IN. DOOR SIZES HEIGHT FT./IN. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' EXT. (+) INT. (-) EXT. (+) IN1. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) (NO 55TEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 6/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 (WITH8/STTEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 8/0 (WITH STEEL) 8/0 65.0 65.0 65.0 65.0 X X X X o- XO OX APPROVED CONFIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) a -BIJLB VINYL.-0 3/16" HEAT STREN'D CUSS .090 INTERUYER , SentryGloss by: Kuroroy Americo. Inc. 3/16' HEAT STREN'D GLASS SILICONE SCHNEE-MOREHEAD 5731 DOW CORNING 899 TREMCO SPECTRUM 2 GLASS TYPE co MAX. D.L.O.: 6/0 X 6/8 = 8/0 x 6/8 = 8/0 x 8/0 = BULB VINYL-0 -.3/16" HEAT STREW() CLASS .090 PVB INTERLAYER Trosifol PVB by: • Kuroroy Americo, Inc. 3/l 6' HEAT STREN'D CLASS NOTES' 1) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER 70 SHEETS 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 32-3/4" 44-3/4" 44-3/4" X 74-3/4" X 74-3/4" X 90-3/4•' SILICONE SCHNEE-MOREHEAD 5731 00W CORNING 899 WittD11211.1C0 SPECTRUM 2 z N N rn 98 3/8" MAX. DOOR WIDTH SPACING of to exceed Mchors not to exceed 10 1/2" 0.C. at Doors smaller than 60" in th. 13 1/4" MAX. TYP. HEAD/SILL 6'' CLUSTER OF 4 ANCHORS AT STILE ENOS 6" MAX. TYP. (2 S 0 0 0 M rn z S Z a 01 (9 0 J 7/16" LAM. GLASS // // X STEEL REINFORCING AS RE00. SEE CHART AT LEFT HEAD/SILL CORNERS LAMINATED GLASS LARGE MISSILE IMPACT 44 3/4'• MAX. D.L. OPC. 50" MAX. 50" MAX. 000RS GLAZED WITH LAMINATED CLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE. NO SHUTTERS. PANEL WIDTH PANEL WIDTH 2 DOOR - TWO TRACK "XO" TYPICAL ELEVATION TESTED UNIT -- BULB VINYL-0 ••3/16" HEAT STREN'D CLASS .090 SAFLEX HP ,-Coor or Color Gloss Interloyer , by: Eoslrnon Chemical Co. r 3/16" HEAT STREN'0 GLASS SILICONE SCHNEE-MOREHEAO 5731 ;MOW CORNING 599 I r_ TREMCO SPECTRUM 2 GLASS TYPE 'B' GLASS TYPE 'C' GLAZING DETAILS N --BULB VINYL-0 3/16" HEAT STREN'D GLASS .090 RYES SAFl.EX - - Clear or Color Gloss Inter -toyer W • ' I�': Egistry4pn ChirniCol • • • �• •. 110 3/65" MEAL STREWN' GLOSS • •• • • • • • •• SILICONE• • ••• • J• YCHYE-•ORISHEtO 51161 • • •: DON SCORNING 89* • • • TREMCO SPECTRUM 2 , 111011gep ,OKVied& awlsAA.LepluceN• IV%GIZ"?f • Liplea fr e•le, • • • • • • •- ` •IU J •• ••I• • • x 4I /` GLASS•TYPE 'D' • • • • • • ••• •• • (Y co 2 0 10 r0 me 03 • M I 40 o&.. eft �SI [mi o 2 N W z c0 1 a_ ci) CUSS DOORS co • s O a' 0 SLIDING GLASS ALUMINUM O O C92 0) 0 Tn r N i 0 O a 4 f qqqq 1 A • 0 0` 0 6 of o�o 3 11 N z Z 0 z 3 1 7 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /' (MIN. EMBED.) / . 16" MIN. Non -Shrink, Non-Metolfic Groot of Minimum 5 Kei TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 1BY WOOD BUCK __t m N EE 14DTES FUR SPACING) 7/16"-LAVINATED GLASS TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 1" Min. Edge bisf.- Typ.) 1/ (WN. EMB4' ED.) TYPICAL ANCHORS W PARS E ELEV. FOR SPACING TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 28Y Wood Buck Substrate or Wood 5lru tare ./ (SG) Spccirc ity.• .55 min. (1yp.) NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. 1/16" or 1/5" SILL RISER ADHERED TO SILL m1H SIUCGNE FULL LENGIN OF UNIT I/4' TAPCON or APPROVED EQUAL BY EDR V/ 13/4' MIN. EMBED. INTO 3.2 Ksl Cons. P 6' FROM CORNERS t SEE' ELEVATION AT SHEET 2 OF 14 FOR .MAX. SPACING. TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 1 tn METAL STRUCTURE to who `i�arwOr4s j3 4" Min. Edge Dist. 1YPK:AL ANCHORS IN PARS SEE ELEV. FOR SPACING L_J METAL S TRUCTURR ATTACHM1HT DETAI s NOTE: 1. ALL STEEL RI CONTACT WITH ALUM. TO BE PANTED OR PLATED. 2. METAL STRUCTURES: A) STEEL Ty - 36 KSI MIN. STEEL 12 CIA. MIN. THICK - 0.105') B) ALUMINUM 6083-T5 401. (ALUM. 0.078' MIN. THICK) MIAMI-DADE COUNTY APPR'O MULUON SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY Amin.) ANCHOR OPTIONS HEAD -SILL JAMB Embedment Edge Dirt. Concrete ELCO ULTRACON 1/4" 1/4' 1 3/4" 1' 2.85 Ksi BUIDEX 1/4' - 1 3/4" 4' 3.2 Ksi BUILDE% - 3/16 1 3/4' 3' 3.2 Ksi ANCHOR TYPE CHART 1N 2X WOOD BUCK (min} ANCHOR OPTIONS HEAD -SILL JAMB Embedment Edge DI4t. 22 Wood ELCO ULTRACON 1/4' 1/4' 1 1/4" I' 55 SG BUILDER I/4" 1/4' 1 1/4' 1' .55 SG S.M.S. (Into 2%) /12 /12 1 1/4' 1' .55 SG PRODUC F REVIS no compdyie{ •Nb the ihrig► Yd/ieg Oa& Awe/Hoare N• KtPlee Dote 4122 ,Prn/•q Coolie 1/4" DRILLFLEX SELF DR LUNG SCREW$ INTO METAL STRUCTURES •$ EE`,A. JAIN. *Ey =•36•KSI 4411*,) • ALUMINUM : 41/86 TYK. MW•(666341TS MIN.) • JSTEEL 5 C(J!$T $+ITIC AL�M1'�Il$.TM•FF DE PLATED OR PAINTED) !i2 SMS• • • • • • • • • INTO fUf'ROVE(! MULLIONS (MO SHISP SPACE) TYPICAL EDGE DISTANCE (1/4') INTO CONCRETE AND MASONRY _ 1' MIN. (ELCO ULTRACON) • ((' " INTO I)NCRETE 4(1NO MASON4Y 4",4IN. (ITW BUILDEX) • • (3/06") INTO CONCRERE AND MA NRW = 1 MIN. (1TW BUILDER) • • !we S*.t! •URA 1 IN• • • • • • INTO FETAL sTRU UP: s =• 3/4I" 41N. • • • • SEALANTS• • • • • FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. • • • • • • • • • • • •i • • it • • • • • • • • • • • • • • ♦( • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • .a n () z H 0 total( fl Nillyr4 �,f v 0 G cd CAL L9200-1102 u TYPICAL ANCHORS IN PAIRS (—SEE ELEV. FOR SPACING 1/4" MAX. SHIM 1 3/�� (MIN. (Rico) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING /4" MAX. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING a Pitch NNymW Metal .0c10000 METAL STRUCTURE 1/4" MAX. SHIM NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO OE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL Fy 36 KS1 MIN. (STEEL 12 GA. MIN. THICK - 0.105') 0) ALUMINUM 6063-T5 MIN. (ALUM. 0.078' MIN. THICK) PANEL WIDTH D.L. OPG. -- (SCREENS OPTL.— NOT RE00. ON 25 6/0 X 6/6 SIZES SEE CHART ON SHEET 2 OF 14 NOTES: 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS ANO OP CHARTS. 2) REFER TO SHEET 3 OF 14 FOR VERTICAL CROSS—SECTION DETAILS. 3) REFER TO SHEET 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. PANEL WIDTH EXTERIOR 2D/2T — XO (Shown) DOOR WIDTH 2D/2T — OX (Reversed) 1/4" SHIM MAX. TYPICAL. ANCHORS IN PAIRS r SEE ELEV. FOR SPACING z 0, rn • • •• Raouuc r IZII+f16EY wersppdgveldt eke PI & AA..•p•.. N.17-(2r .. ka EA�•d.. s 3 f I %CZ'S —_a_i•.1 ORN. INKED.) • •• •• •• i66'IM•11 4'.a•M • • • Vey P.T• • • ♦ • • • • •1 *I 0•CK • • • • • • .. . . • • • • • . •. . .. . • • •• • • • • • • • • • • • • • • • • • . • • • • • • • • • •• • • •. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • e b 1p m yI 4 0 G O 0 � a. 0 1`1,1 0 mia 009311114, ltpF6 ., ttt4 %!PS-Adobe-3.0 Query userdict(\004)cvn{(\004) print flush}put • ?BeginFeatureQuery` • • • • • • • • • • •••• • • • • • • •••• • • • •• • • • • •••• •••• • •••• • • • •••• • • • • • • • • • • • • • • •• •••••• • • . • • • • • • • . .a.•• • •• • • • • •• • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • . • • • • ••• • • • • ••• ggE m Q;ray. fit; ='•,9 om" P V' �,.. 644.1 511 1 t 1 0 is 0 . ro 00Z6—QDS saooa ssris aNr a. 3B3 stoZ /- Ftdwoo 1 3 3 0 m 0 O z Ot 0 „b/£-06 X ..4/f-bb = 0/8 X 0/4 •„4/£'6 X .•4/ -Z£• = 0/8 X •0/£ ••.4/Srb! X ,fy£•S9F 8/9 X•Y!/4 :17/it•-t: x•"V£ibii:8 X:0/b •t.4/9T4i X .•t•/£•Z£ =•8/9 X•0/£ ••• • • :'0l'0•xyw ‘314Vd •• • • • •• ••• • • • • 7 a1M •41erk-i So• z1'Ll • •• • • • • • ••• •e (11491A184/11130/44 'S8311011S ON 38111038 ONV 13VdW1 I1ISSIW 308V1 803 031V2i 5SV10 031VNIWV1 H11M 03ZV10 S21000 L3VdWI1 37ISSIW 39NV7 SSV70 OS.LVNINIV1 1INfl 031531 0'09 0-09 0 09 L"9S 0'09 L'Ob 0/8 0/4 g/£ 0/£ 9/Z • jl'09 0'09 0'09 L'9S 0'09 L'Ob • j/09 0'09 0'09 /_'9S 0'09 L'OP • 15 09 0'09 0'09 C9S 0'09 L'04 0'09 0'09 0'09 L'99 0'09 L'Ob 8/9 t 1/4, 9/4 0/4 9/£ 0/£ 9/Z 0'09 0'09 0'09 L'94 0'09 L"04 0'09 0 09 0'09 L'9S 0'09 L'Ob 1 0'09 0'09 0'09 L'9S 0'09 L'04 009 0'09 0'09 L.% 0'09 COP 0'09 0'09 0'09 Egg 0'09 L'04 (-) '1NI (+) '1X3 (-) '1NI (+) '1X3 (-) '1NI (+) 7X3 'NI/ 13 1H013H 21000 'N1/"13 1VNIWON H101M 13NVd N2SRI „C 213SD1 „t/t-Z 77IS 02IVUNV,LS ,H, 2i0 V, S8dA,L SSV70 JSd - A.LIOVdVO QV01 NOIS3Q NOI1VA313 "1V3Jd.l1 .,OXX0-;7 NOval GMl — 2loO0 -t, 'S310N ONY S8OHONY 1YOIdA1 803 41 30 9 S133HS 01 83338 (Z 'S1IV130 801103S-8S080 1V31d1,1 803 41 30 L 19 9 S1331-1S 01 83338 (t .10N H101M 13NVd •W .OS '0d0 '1'0 H1OIM 13NVd 'XVW „b/£ 44 'XVW ,OS �l - h DOOR HEIGHT 94 1/4" MAX. o •0038 SY ON10803N1321 13315 \ i, // // x /, 1 // I // -I I 1 t A n 1 1 1 1 1 x £e 1© // // O3 ,, SSY10 414'1 11Y83A0 .9l/L u o II 1 II 1 it li II II ° /// 1 // III ® </ II I 1 9 ZO L O D.L. OPG. PANEL HEIGHT 90 3/4" MAX. �— _r SL�3N803 1lIS/OV3H\ dA1 'XVW .,9 SONS 31115 1Y S80H0NV 4 30 8315n13 810118 21000 ( lllS/OV3H 1V 'di.L 'XVW ,£1 'XVW „8/1 96l co cn ID 1< S"IIV130 ONIZV1O ,V, 3dAZ SSV70 110a103dS 0311341 669 ONIN600 M00 1£1S 0✓3H380Y1-33NHDS 3NO3f115 SSY10 0.N381S 1Y3H .91/£ •ouI ovatoy Aomtn71 :Aq feoi9N1ua5 N3AYI831N1 060' 55V10 0.N3N15 193H .9l/£ Ll IANW 9108 (,8, 3dA.L SS to 1 Z 11021133dS 03N381 669 ONINNOO MOO, 1£<S 0Y31438011-33NHOS 3N031115 SSV10 O.N3a1S ,V3H .9t/£ .eM uouNuy Aoioin, :Aq tofro0J1 83AY1a311.41 8Ad 060' SSY10 0•N3815 1Y3H .9t/£ <l 1ANM 8 08i m 2 ('t 133HS 335 SNOII(21110IJNO0 N0Y1S 13NVd 803) SNO11VNf101ANO0 C3Ao ddV oxo J o- oxxo o- ,2 9 N VENT TOP CORNER VENT BOTTOM CORNLK. HUSH FRAME ADAPTER CORNER FRAME TQE_OQRBIE •• • 4 • • • • • • • • • •• • PRODUCT REVISED as complying with the Florida Y•lldtng Cods NDA No. 17.1114.07 ••• -• • • •• • • • • • • • • • I Expiration D•tai • • • • • ♦•• •" • • • • • • • • • • • • • By • • • • • • • FRAME BD=TOM •C7NER Mlam • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •e •• • • • •• •• • • • • • • • • • • • • STATE of i Js drawing no. W16-57 rs6eet'10 of ip 10 4 .) 9/16" MN. BED PANEL HEIGHT TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING a 2" MEN... . MIN. TYP. I PIS 1 1; N�A ( I It ( 11 IBY W000 BUCK w1n 7/16'-LAMINATED GLASS 13/4' (41N. EMBED.) L Min TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS Edge EE ELEV. OOR SPACING 2BY Wood Duct Sub.trots a lure w/ (Sm) I 1/4' Spe ifiC Gruvily..55 n. (Typ.) (NIN. E48ED.) fly NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 7 OF 14 FOR HORIZONTAL CROSS-SECTION 3) REFER TO SHEET 5 OF 14 FOR MAX. ANCHOR SPACINGS. 1/16' or 1/8' SILL RISER _ADHERED WITH CLEAR SILICONE FULL LENGTH OF UNIT SILL 0 DETAILS. 1/4" TAPCDN or APPROVED EQUAL BY EBR 1 ,_,TYPICAL ANCHORS V/ 1 3/4' MIN. ENDED. INTO 3.2 Ksl Conc. Q 6' 2 PER CLIP FRON CORNERS t SEE ELEVATION AT SHEET 5 OF 14 FOR MAX. SPACING. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1 WEEP NOTCH AT EACH END \ rf N METAL STRUCTURE. ATTACNMENT_OPTAUS NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: dge Disk. • A) STEER Fy . 36 K5: MIN. TYPICAL ANCHORS IN PAIRS (STEEL 12 G MIN. THICI(. 0.1051 SEE ELEV. FOR SPACING D) ALUMINUM 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) M1AM1-DADS COUNTY APPR'0 MULLION SEE SEPARATE NOA Edge Disk. WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON 1ND, MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min.) ANCHOR OPTIONS HEAD -SILL JAMB Embedment 6d1. 041E Concrete ELCO ULTRACON 1/4" 1/4' 1 3/4" 1" 2.R.3 Ksi ROLM% 1/4' - I 3/4" 4" 3.2 KM BUILOEX - 3/16' 1 3/4' 3' 32 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK (min.) ANCHOR. OPTIONS HEAD-S1LL JAMB Embedment Edge OWL 2x Mood ELCO ULTRACON 1/4' 1/4" 1 1/4" I" .55 5G SUILDEX 1/4" 1/4" 1 1/4' 1" .55 SG S.M.S. (Into 2%) I /12 /12 1 1/4" 1" .55 5C SGD-9200 ALUMINUM 1 PRODUCE REV151Eu •W►F�i withitsiddips Code 444 Flpt4d. Aereptaare N.17-12C2•GS !apir4.•Date 7_)L3122 1/4" DRILLFL EX SELF DR LLING SCREWS INTO METAL STRUCTURES . •WEE• .12 j'iA•MIN. jFy=S6•KSI 111IiH.) • ALUMINUM ;•l/y TMK. WINO (6.63•T5 MIN.) • •(STEEL•I1 CgtStT vTt= AmUM1'p BE PLATED OR PAINTED) YO SMciii • • •' • • • • • •INTO 4MIF20VES SAULLIANS SPACE) TYPICAL EDGE DISTANCE (1/4") INTO CONCRETE AND MASONRY . 1" MIN. (ELCO ULTRACON) • (Wei INTO GONCRETE•4ND MAS0O Y . •1 j yIN. (ITN BUILDEX) • • (3^6") INTO•CONCRSTE •ND MA!)NIN m 9- MIN. (ITN BUILOF_X) • • • INT W0O) StRl•TU •• 1" MI6: • • • • INT%METAL SIRLI•TU lb 3/4' WIN. •• • SEALANTS: • • • • FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. �.�py�p CeMtal i 41 0 °o cc m 12 p • t N C Z 1 ti. A • • • • 1 • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • r I 5,295-y 'rp ra � I 2.657 1562'62S 1 . 1 2917--- P. .062 • `19 2917 TYP. �' f \ O- • �g60 O 1 ` 1° hg 0C YI 2[ Q 1;i nfl.J 8 V �I1 �• e11 416I .825 1. I • y. _ T 1 — 2.780------• ® FLUSH FRAME ADAPTER I ••-1.187--1 -'y --•1.428 I 2.987 FRAME HEAD --2.187 , .063 . 1,187 1T2.0421 0622 TW. TYP 2313 r ES-ELt00 ALUM SINGLE HUNG WDW. (L.MJ.) 11 E.S. WINDOWS, LLC 3550 N.W. 49 STREET ML MI. FL 33142 TEL (305) 535-5151 FAX. (305) 636-5136 E1" FLUSH FRAME ADAPTER WITH FIN I--1,407 FIX. MEETING RAIL ..6M 281s - • • .076-i ,.-1.313 1 - 1.474-- . '—'-i .050 Tn.. 1936 I-- — 2.017--M FRAME SILL (STANDARD) T-- 1.--- ,•614 3.141 2.688 3.164 L::- EB VENT 7-4 TOP RAIL — 0 Ply m g q 175 .078 2.347---�j .062 O FRAME SILL (HI -RISE) 2 GI I,8 VENT 1,187 BOTTOM RAIL' 1.313 50 _1.122- I • • •A• • 0 8 • 1. I21 L— I�• 1.740 1i• • • 13 HEAD SCREW C,CR :•:. : .� F "1 8 � � o'Mill l..J. •• •• • ;1� : S:RWVtOADF�•IATCH _ tt1 fUtiJ`� /itii,J'/i,�' r� B i't $ $ , S 1.187 1 ,308 � `_F •.052 1160 f .308 .833 r 610 1 I r .t36 1 1 ( ;��\PP PRODUCTCREVISED a Uding C�wit Ma Florida `. 5— 625 T 1 ,625— 'WA-AmifE • • • •i .040 - • .625• •8• 4 •4• e• E14 JAMB SCREW AVER • • •050.974.t_..+ Expiration •••. W 16-57 VENT SIDE RAIL • •l i. r� BTATEOF • i,�O�t7A.; •L'-�J • • d- • �•.•�GLAZING 202 E11 BEDS .202 *R�`� _lyaal '• � .15 oNAL, `�. / / , I! it% t ` sheet 9 of 10) • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 1VPILAL AN0 IONS IN PAIRS SEE ELEV. FOR SPACING 1 t/4'_1 NM. EMBED.) /4" SHIM I Ili (MW. EMBED.) 1/4" SHIM MAX__ D.L. OPG. Q.L OPG NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 6 OF 14 FOR VERDCAL CROSS—SECTION DETAILS. 3) REFER TO SHEET 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. . 4) REFER TO SHEET 5 OF 14 FOR MAX. ANCHOR SPACINGS. PANEL WIDTH SCREENS O?TIONAL ® EXTERIOR 4D/2T — OXXO D00R WIDTH PANEL WIDTH D.L. OPG TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING CO EXTERIOR SCREE OPTIONAL 3D/2T — OXO D00R WIDTH • OPG.h L • •AaNiL WIDTH • • • • �, • • • • • • • • • • • • •• 1/4" SHIM D.L. OPG. PANEL WIDTH 3/4' • • • (ION. EMBED.) • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •.1s., • • • • • • • • %'.0..,•< • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1/4" SHIM AX. IBY WOOD BUCK • Z 0, 1 3/4. IN. EMBED IBY WOODBUCK M9.11vCtRHV✓16 O rc 4lq•Mbthe.6idd* bidden CH. A•egnaraN. t7--1Z1?.0 II>tplad•• ONe 4 44- L Li. .t .... E- i Z 0 O o � Q w g rn — N O 13 U 0 CV O 0 O CC 0 0 0 O 0 z 0 0 i k 1 1 1- 4 ITEM a PART / EEQD. DESCRIPTION MATBRLU. .MANE./SOPELTER/REMARKS E1 ES-EL101A 1 FRAME HEAD 8063-T8 - E2 ES-EL102 1 FRAME MLL (STANDARD) 6083-T6 - E3 ES-EL103 1 FRAME SILL (HI -RISE), 6063-T6 - E4 ES-FL104 • 2 FRAME JAMB \ 6063-16 - E5 E5-E1.103 1 VENT TOP RAIL606S-TB - E6 .. ES-EL106 1 VENT BOTTOM RAIL \ 6063-T6 - Ef ES-EL107 2 VENT SIDE RAIL \ 6063-TO - ES ES -Ell 084 1 FIXED WC. RAIL \ 6063-T6 - E9 ES-EL109 A5 R00. 01935G BEAD (5/16" LAM. cuss) '\ 6063-T8 - El ES-E1110 AS ROD. GLAZMO BEAD (7/16" LAM. CUSS) \ 6063-T6 - E11 ES-EL111 AS R00. (RUZMO BEAD (INSUL. UM. 0U55) 5063-T8 - E12 ES -Eli 12 AS RE00. FLUSH FRAME ADAPTER 6063-16 - E13 ES-E1.113A AS P.EQD. HEAD SCREW COVER 6063-T6 - ETA ES-EL114 AS REOD. JAMB SCREW COVER \6063-16 - E13 ES-E1115 AS READ. FLUSH FRAME ADAPTER WITH FIN •. 16 - NIIII M1 ES-5008A AS READ. OLAZINO DEAD BULB _ 56JCONE DUROMETER 65t6 SHORE A 6A2 - E1100-001 AS REQD. VENT BOTTOM. GASKET EPDM ,WROMETER 6543 SHORE A 143 60-372A '2/ UTE SETTING BLOCK AT 1/4 POINTS (LAM. GLASS) S1UCONE ..,OMLTER 64t5 SHORE A 144 EL100-1301 - 2/ UTE SET1M0 BLOCK AT 1/4 POWS (E15UL LAM. GLASS) SILICONE DURO . a' 8035 SHORE A M5 13300T100 AS P.E00. 0-LON2 55ATHER 55555E AT SILL URETHANE FOAM - M6 23211N0 AS REOD. FILE WSTSPF.NG WITH PLASTIC FLN POLYPROPYLENE - M7 ' ES-S.115 4/ VENT VENT TOP GUIDE (SPIRAL BALANCE) CELCON - M8 ES-EL116 2/ VENT VENT TOP GUIDE (BLOCK & TACKLE BALANCE) CELCON - -M9 SK08-4010 2/ VENT SPRING LOADED LATCH 6063-T6 N.TERNATE TO SWEEP TCH-... M10 ES-1012 2/ LATCH LATCH SPRING ST. SIM. - • .>'-. M11 SL302-XX 2/ VENT SWEEP LATCH DIE CAST ALUM - ' / M12 FA5255129 2 WEEP HOLE COVER NYLON - M13 SEXES 86 2/VENT.. BLOCK & TACKLE BALANCE CRS 7 1414 15P18 2/VENT ISMANCE TARE OUT CLIP ST. STEED - MIS - 2/VEN1 I SPIRAL BALANCE CLASS 5 C• - M16 21803 - NON TILT -. STEEL - M17 ES-004 2 VENT GUIDE NYLON - MIS ES-1000-P1L - LEFT NOTCH CAP NYLON - M19 ES-1000-P1R - RIGHT NOTCH CAP NYLON -• M20 PEHDIEME - SASH STOP - - M21 ¢8 X 1" - FIJJSH FRAME ADAPTER ASSEMBLY F ' ERS ST. STEESI... Ps SAPS M22 18 X 1' - FRAME AND VENT ASSEMBLY F - ST. S11L1. PH SM5 1425 ¢10 X 1-1/4' - SPIRAL BALANCE ASSEMBLY F - - 5T. STEEL. EH SAPS 1.424 ¢6 X 1/2' - VENT GUIDE ASSEMBLY F - REPS 5T. SPEL FH SUS M25 - ¢8 X 3/4' - SWEEP LATCH F .-•.RS ST. STEEL FH SAPS 126 - ¢8 X 1/2' - NON TILT FAS a ERS S1. 51501 PH SIA5 •,• • • • • • ••• •• OOOOOO • • • • • • • • • •• ••• •• • • • • • ••• • • • '. • • • • • • • • • • • • • < • • • •• • • • • • • • • • • ••• • • • • I • • • • • • • PR • DUCT REVISED as • • plying withEarhFlorida Sundt Cod• NOA•H • 17-1114.07 Expiration • t• OS/04/2022 .VEAL 1 U (1 i-T 0592 1r STATE OF O. 3 L K x O.M`t' p n ZZ3� > Z N Mid I' L� ._1_ 1 4I'n o Bi J<<m '1 i ml- I * WSJ !_ Crowing no. W16-57 tsneet s of to) ES-EL100 ALUM • • • • • • • • • • •• •• • • • • • ••• • • • • • •.• • • • • • • • • • • • •• •• • • • • • ••• POCKET WALL SEE NOTE #3. (TYP.) a m XX or XX-RP or LP-XX or RP-XX-LP F - /10 * /y G= 4.• O. .0 ..0 -4' •1 POCKET WALL cE1 SEE NOTE 03 (TYP.) or RP-XXX or LP-XXX FO- X; i/:% ' ' i 'ri !ii f ";/f -o c- 00.0 o- Q• 0- 0' Q- -0 .4' .0 4, 4' O.•o •0 XXXX or RP-XXXX or LP-XXXX APPROVED CONFIGURATIONS WITH _$C WITHOUT POCKET$ (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) r� I Y I V 1 BULB 'MN 3/16" HEAT SIREN)) GLASS .090 PVD Inlerloyer Sollex CP-Sollex 4, Sallee HP by: Coslmon Chemicol Co. Or 0 Trosilol PVB by: N W Kuroroy Americo Inc. ~ 3/16" HEAT STREW/ CLASScn ? SILICONE. DOW CORNING 899 � U a-i I t I Oil or RP-XXXX-LP 189 3/4 TEST 000R WIDTH w/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4" 13 1/4" MAX. TYP. C4 UANCHORS AT HEAD/SILL AT STILE ENOS 6" MAX. TYP. POCKET WA ("1..) -1 { 1 HEAD/SILL CORNERS I i I (TYP) NOTE 95" MAX. PANEL HEIGHT i i , // // i/ i/ 1 i am i 2 : 2 a I I i i C3 DJ E - // i/ // // 0- a 0 rn 13 3/4" MAX. TYP. AT [JAMBS 2 E2 -1- E , . X B3 � V 1 > 7/16" OVERALL LAM. CLASS X V STEEL REINFORCING AS REDO. B4 X Fi V 0 X ---F---1---t-'-{ -1 Pocket Wall - 6" MAX. TYP.",--- ---- JAMB CORNERS _ 1 t 43 1/2" MAX. / NOTES: - 1) REFER TO SHEETS 9, 10 & 11 OF 14 48 3/4" MAX. D.L. OPG. 49 1/8" MAX. FOR TYPICAL CROSS-SECTION DETAILS. BULB VINYL-0 3/18" HEAT STREN'0 GLASS .090 PVB INTERLAYER Trosifol PVB or (') SentryCloss by: Kuroroy Americo Inc. 3/16" HEAT STREN'D CLASS PANEL MAX. D.L.O.: 3/0 X 6/8 = 31-1/2" X 74-1/4" 4/0 X 6/8 = 43-1/2" X 74-1/4" 3/0 X 8/0 = 31-1/2" X 90-1/4" 4/0 X 8/0 = 43-1/2" X 90-1/4" SILICONE. DOW CORNING 899 GLASS TYPE 'A' CLASS TYPE 'B' _GLAZING OFTAIL 4 DOOR - THREF TRACK "XXXX" TYPICAL ELEVATION TESTED UNIT FOR TYPICAL ANCHORS AND NOTES. - 3) FOR POCKET WALLS SEE GENERAL NOTES #15 & 16 AT SHEET 1 OF 14. LL 3. r(DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. DP CAPACITY - PSF (2 1/4" SILL) DP CAPACITY - PSF (3" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' CLASS TYPE 'B' GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT, (+) INT. (-) FT./IN. FLAN. 8/0 (2DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 (W/ 1 STEEL) 8/0 (2DR) 8/0 56.7 68.0► • • 56 7 .Qe • 1i�0 : E8.0• • � (W/ 2 STEEL) • • • • • tr • 1 )68.0 ( )68.0 12/0 (3DR) • • • ell • • • • • • 8/0 56.7 68.0 56.7 168.0• • • • - • 68.0 68.0 (W/ 1 STEEL) •• • • • • •• • • •• • • • • • • 12/0 (3DR) 8/0 56.7 68.0 56.7 68.0 68.0 68,0 (W/ 2 STEEL ) I (�)68.0 (�)68.0 16/0 (4DR) • • • • • • • . • • • •d 8/0 53.3 60.0• fi3.3 48.0 • 6( 0 •O. 0.0 60.0 (W/ 1 STEEL) • • • • • • • • . • • • • 16/0 (40R) �• •• • •• • •-i-•" • •• • •• (W/ 2 STEEL) 8/0 53.3 oi.I :13 68.TP •621.0 !8..O• :PO68.0 (') 2dr/3d DOORS MEET +76.7 2i 7-78.0 DP w/ Dupont 0.090" SDP Lominu(e LAMINATED GLASS LARGE MISSILE IMPACT 04 CD 0 0 O 0 0 APPROVED ELEVATIONS, 1 9 b 1 6 •/o pockets ono to m n E 8 z of ig a Z 1 N m 3 PRODUC f UMW ns eoa$y'dt with tie fYiMd• bodingC•da Ame N•►7-1212•D� oap ••• • • • ' .• • •;&S •• • • • 000 • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ILWS1RATNE DTLS. ONLY EXT. OR INT. FINISHES NOT BY E.S. WOW. • TYPICAL ANCHORS SEE ELEV. FOR SPACING e • ALT. 0 ©ALT. MININIE- EIS M2, 'L{10 T XS/SELF DRILLING S 4 VS ATe FROM ENOS AND 12 O.C. MAX. #10 TEKS/SELF DRILLING SCREWS F(((---AT a FROM EN]S 1 ANO 12 O.C. MAX.. M E 15` minii ie 10V 141111111.1114 N TYPICJN.'ANCHORS L.SEE ELEV. FOR SPAONO TYPICAL ANCHORS; SEE ELEV. FOR SPACING ,$I.1D SCREWS (GRADE 2CRS) INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOCO 1/4. MAX. GAP 1JY MIN. 1 TYPICAL ANCHORS SEE ELEY. FOR SPACING F10 TEXS/SELF DRILLINO SCREWS •�—AT BMW ENDS AND 12 0.C. MAX. RIOR. WINDOW WD1N 400 • • • • • 400 410 • . . .•.1 • • • • • • • •' • .. • • . • .• • • • • • • . •. 1N_SWA eLAME AT.1 LS iYiTI FIN •F FJ_4DAPTE8 SEE. SHEETS 4 & 5 FOR WINDOW DETAILS ••• • • - • ••• • • • • • •• ..• • • • • • • • .1 ••• • • • • • • • • • • • • • •'- • • • • • • • • • • • • • • •... • • • • 000.0 • • • 0410 • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •.• • • • ••• • • • ••• PRODUC REVISED as comply, with the Florida Building CC NOA-No. 7-1114.07 Expiration Date /04/2022 ByLams-Dapr rroauct Control (L 111111 STATE OF • iIIL5 8 c drawing no. W16-57 sheet Toro 1" Min. Edge Dist. 1 (MIN.3 •BED:) . d TYPICAL ANCHORS W PAIRS SEE ELEV. FOR SPACING 1/4' TAPCON or APPROVED EOUAL BY FOR V/ 13/4' MIN. EMBED. INTO 32 Ksl Conc. 8 6' FROM CORNERS 1 SEE ELEVATION AT SHEET 8 OF 14 FOR MAX. SPACING. 1 3/4' (MW. COED) 1/4" MAX. CAP 1 BY P.T. WOOD BUCK CLEAR SILICONE BEDDING COMPOUND 7/16'-LAMINATED GLASS TYP;CAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING _ TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 2BY WoG Buck Suosk in. te Wood Structure r/ (SG SPecifIc Rc Gravity...55 in. (TYP.) 1/4' ream) yr NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 & 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. N I/O" SILL RISER ADHERED WITH CLEAR SILICONE FULL LENGTH OF UNIT SILL ..{4 roc014204", 1/4' TAPCON or APPROVER EQUAL BY FOR V/ 1 3/4' MIN. EMBED. INTO 3.a Ksi Conc. 8 6' FROM CORNERS 1 SEE ELEVATION AT SHEET 8 OF 14 rOR MAX. SPACING. • • • • • • • _ TYPICAL ANCHOF4 • • • 2 PER CLIP • • :• • • • • • • • • • • Q 5, TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING METAL STRUCTURE M1.8, Myend WMI TNc1"�... TYPICAL ANCHORS W PAIRS SEE ELEV. FOR SPACING )TTAL STRUCTURE ATTACHMENT DRTAIIg NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI MIN. (STEEL 12 CA. MIN. THICK - 0,1051 8) ALUMINUM 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) M.m) 1 _l.yeM <O. Hc1,.,.s• WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN CONC. or MASONRY min.) ANCHOR OPTIONS HEAD -SILL JAMB Embedment Edge Dist. Concrete ELCO ULTRACON 1/4 1/4' 1 3/4" 1' 2.95 Kai (WILDE% 1/4' -. 1 3/4" 4" 3.2 Ksi BUILDEX - 3/16" 1 3/4' 3" 3.2 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK (min.) ANCHOR OPTIONS HEAD -SILL JAMB Embedment Edge DUI. 2s Wood ELCO ULTRACON 1/4' l/4" 1 1/4" I" .55 5G SUADEX 1/4" 1/4" 1 1/4" 1' 55 5G S.M.S. (Into 2X) /12 #12 1 1/4" 1" I.55 SG 1/4" DRILLFLEX SELF DRILLING SCREWS INTO METAL STRUCTURES •STEiL : 22 GI, M1:. (F4 36 KSI MIN.) •4LLEMINrk1 • 1,13" JHK• MIN. (6063-T5 MIN.) ��(�ES *N kriS :O :A� • WOPH • ALUMINUM TO BE PLATED OR PAINTED) IT*81 APPWOVE) Mi&LLIGNG (NO SHIM SPACE) TYPICAL EDGE DISTANCE (1/4") INTO CONCRETE AND MASONRY = 1' MIN. (ELCO ULTRACON) 41/4") IN 0 CONCREI ANO•InONRY .. 4" MIN. (ITW BUILDEX) 4,3/16"}INTO CONCSETF• AND•MASONRY 3" MIN. (ITW BUILDEX) tt6I WCJD •STRUCT,RE •. 1"%liN. 'INT/ M AL•STIrdCT:RE•= 34" MIN. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • MUMI-OADE COUNTY APPR'0 MULLION SEE SEPARATE NOA swami, g MIND •e t*MATbi WM die e.oesa•�va IN A•Au•r*N• 17--2 2 03TTA 1 Lla"0 cif) A. 1 O N O co a 1 J. u- 4' •.:.. C G':.J TYPICAL ANCHORS SEE ELEV.-- FOR SPACING <•• • • • a • ••• •• M$4I-OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACNG • ALT. M2i •:: ; WINDOW WIDTH • • • • • • • • • • • L�e7 dtl li��u�r iYIT�� �aaS.-FR�'MF,_AnAPTR$ • SEE SHEETS 4 & 5 FOR WINDOW DETAILS PRODUCT REVISED u complying with the Florid* Building Cods NOA-No. 17-1114.07 • • • • ••• • • • ' • • • -• • • • • ••• • •• •• • • .• . • I • • • • • • •.-• • •• •• • • •' • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Expiration Date 05/04/2022 r'6 drawing nc. W16-5D she!L 6 of ,V11�1111\1\11H111'.N\1t\11•1: rl' tiatv WOOD BUCKS NOT BY LAVSON 1N➢. MUST SUSTAIN IMPOSED LOADS -_1 VIBIIYIIII1.1/1.ill.11ll,k (MIN. EMBED) SCREEN DOGR PANEL (OPTIONAL) WOOD BUCKS NOT BY LAVSON IND. MUST SUSTAIN IMPOSED LOADS teat ,mmrlcuwn.�uuaur�uu. I 1 7/4- (MM. EMBED.) CLEAR SILICONE ADHESIVE BEDDING CONFOUND 7/16'-H.S. LAMINATED GLASS CLEAR SILICONE ADHESIVE B DDING CURPOUND SCREEN DOO2 PANEL (OPTIONAL) EXTERIOR DOOR WIDTH 042 1/2') 3D/3T — XXX 7/16'-H.S_ LAMINATED GLASS SCREEN DOOR PANEL <OPTIONAL) CLEAR SILICONE ADHESIVE BEDDING COMPOUND EXTERIOR DOOR WIDTH (96') 2D/2T — XX 1/4" GAP MAX. 'jI EXTERIOR GRADE PERIMETER CAULKING 1/4" GAP MAX. ..ii , a41411144" II 111 ). ,t- 1/44. (Mu+. EMBEO.) • • • • •EX'�'RIORS&ADE TiRDNETEf% CAULKING N12 X 2' F.H./PHI.-S.M.S. V/ 1 1/4' MIN. EMBED. INTO 2X P.T. v000 BUCK (SEE SHEET 19 FOR FASTENER NOTES AND ELEVATION AT SHEET x B FOR FOR FASTENER SPACING 1 a • NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. 2 STEEL BARS RE00. ON SIZES AS USTEO IN DP CHART W/ PRESSURES SHOWN ON SHEET 8 CF /4 STEEL BAR REOD. ON SIZES AS USTEU IN DP CHART W/ PRESSURES SHOWN ON SHEET 8 OF 14 xl2 X 2' F.H✓PI41.-ST4.S. V/ 1 1/4' MIN. EMBED. INTO 2X P.T. V000 BUCK (SEE SHEET x9 FOR FASTENER NOTES AND ELEVATION AT SHEET x 8 FOR FOR FASTENER SPACING ) • •• ,• . ,•fh• 4 . 1• � y • «• • - • r (wH. EMBED.) • • • • • . • • • •• • • .•• . • • • .•• . • • •- • . • . . • •o..-s- • ••. • • . • .' • . . . . • . • .. •. . • • .. •. ... • . • ... • . taarucr IMMO 4I,+w4yac with w ikWC bidding &do .. FsA'nYN `` !.: � 5t....\ U�.G...y- BII•ol/ 1 & 1)vMd •bxi• 10 SLIDING GLASS b++•sue .' '' P._ 4. 0 co w T h- 2 6 A • I/4' MAX. SHW TYPICAL ANCHORS SEE ELEV. FOR SPACING I/4' MAY S1911 TYPICAL ANCHORS SEE ELEV. FOR SPACING gg METAL SIRUCR)RE MIS Iu } --€-®- .91 XTERIOR {.S OPO. . WINDOW BY MOO MOO BUCKS •. • • EXTERIOR, •• • • • •• •..Igy W000 BUCKS WINDOW WIDTH ••• • • • ••• • • ••• •• • •• • •• • • • • • • • • •• • • • • • • • • • 1/4' tax. SHIMS • • • • • • ._ • • .• • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING MWNI-OADE COUNTY APPROVED MUIUON SEE SEPARATE NOA • WINDOW WIDTH TYPICAL. ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Cod NOA No. 11-1114.07 TYPICAL ANCHORS SEE ELEV. FOR SPACING WRinOw WIDTH 8 b 8 rdrowIng n-0 j W16-571 eheea< $ of 10, • • • • • • • • • • •• •• • • • • • ••• • • • • • ••• • • • • • • • • •• • • ••• • t1/4" MAX. SHIM 1/4' TAPCON or APPROVED EOLML BY EDR V/ 1 3/4' MIN. EMBED. INTO 3.2 KW Conc, 6' FROM CORNERS B SEE ELEVATION AT SHEET B OF 14 FOR MAK. SPACING EXTERIOR GRADE PERIMETER CAULKING (um. EM&C0.) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" MAX. SHIM (YIN: EMBED) CLEAR TTLICLINE 71DHESTVE-- - - -" BEDDING COMPOUND TYPICAL ANCHORS 81 PAIRS SEE ELEV. FOR SPACING 1/4" MAX. ] I'M. BryaN natal Ildavtf METAL STRUCTURE SHIM DOOR BUCK WIDTH <189 3/4') CLEAR SILICONE ADHESIVE BEDDING COMPOUND NOTE: STEEL BARS REGO. AS LSTED IN DP CHART W/ PRESSURES SHOWN ON SHEET B OF 14 SCREENS OPTIONAL EXTERIOR TEST DOOR WIDTH <190 5/8') 4D/3T — XXXXP METAL STRUCTURE ATTACHMENT DETAIL NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO RE PAINTED OR PLATED. 2 ETESTRUCTURES: A)SE y = 38 KS' MIN. (STEEL 12 CA. MIN. THICK - 0.1051 9) ALUMINUM 6063-T5 MIN. (ALUM. 0.0 /8" MIN, THICK) E1- •12 X 1 3/4' FH/PHI. SMS V/ 1 1/4' MIN. EMBED. INTO 2% P.T. WOOD BUCK 1 SEE OPTIONAL INSTALLATION DETAILS AT SHEET 12 OF 14 ) FOR POCKET WALLS SEE GENERAL NOTES /15 Be 16 AT • SHEET 1 or 14. 1 (EDGE, DST.) POCKET DEPTH NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS ANO OP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR. VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. • •• • • • •. • ••• • • • • • • • • •• • • ••• • •. • • • IT- '!i>•.-;_•_-_ • • • • • • • • • • • • • • • __ • • • • -E - --- •• SCREEN DOOR PANEL • • <OPTIONAL) PRODUcrUMW uttamplyby MI6 Or NM& mewtam N. C*F4'MI•r Ddeie. % .4.,...4e- hairitookfAvithocgoinw GLASS DOOR r 8 8 • r 6 E 2. oa z 1 14 ,v z u 1 at6ht' 1 1:i �.Pyy4 ri Ci 0.; .d W < C1; ••• • • • • ••• • • • • • • • • • • • • • ••• • • • y.•• •-',,.JF.(.•_• • • • • • • • . r a.(. .°.? ' •..f;:'.''• •'{:•'•' • • • • • • • ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows, LLC 3550 NW 49th Street Miami, FL 33142 SCOPE: This NOA is being issued under' materials. The documentation sub Product Control Section to be used Having Jurisdiction (AHJ). This NOA shall not be valid after the e Section (In Miami -Dade County) and/ o to have this product or material tested f perform in the accepted manner, the manu immediately revoke, modify, or suspend the reserves the right to revoke this acceptance, Section that this product or material fails to meet This product is approved as described herein, an Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EL-100"Aluminum Sin MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 1I805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv the applicable rules and .regulations governing the use of construction itted has been reviewed and accepted by Miami -Dade County RER- Miami-Dade County and other areas where allowed by the Authority iration date stated below. The Miami -Dade County Pro ct Control he AHJ (in areas other than Miami Dade County) r= rve the right quality assurance purposes. If this product or �aterial fails to cturer will incur the expense of such testin_ ' nd the AHJ may se of such product or material within the jurisdiction. RER it is determined. by Miami -Dade s ounty Product Control e requirements of the applicab building code. has been designed to co • y with the Florida Building e Hung Window L.M.I. APPROVAL DOCUMENT: Drawing No. W16-57, 'tied "ES -EL .0 Alum Single Hung Wdw. (L.M.I)", sheets 1 through 10 of 10, dated 07/13/16, with re,ision B sated 09/26/17, prepared by 41-Fewooq Corporation, signed and sealed by Javad Ahmad, P.E.; earl _ the Miami -Dade CQgnty. Product, Cphtrol` • Revision stamp with the Notice of Acceptance number :.t . expiration date by tlje 1Vi tni-Dacle County • Product Control Section. • • • • MISSILE IMPACT RATING: Large and Small sile I ' pact Resistant. • LABELING: Each unit shall bear a perm . • - nt label with the manufactg ss ;name gr, .1pgo,' BARRANQUILLA, COLOMBIA S.A., serie Control Approved", unless otherwise noted he RENEWAL of this NOA shall be consid no change in the applicable building cod TERIVIINATION of this NOA will in the materials, use, and/ or man of any product, for sales, adve to comply with any section ADVERTISEMENT In. ed after a renewal app negatively affecting the p ccur after the expiration date acture of the product or process., sing or any other purposes shall auto this NOA shall be cause for termination he NOA number preceded by the words followed by the a cpiration date may be displayed in advertising literat displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the ser by the manufacturer or its a distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0510.22 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 Jorge M. Plasencia, P. E; and followin •••• statement: "Miami -Dade County •Pbroiluct • zo I 1 ♦ •••• •••• cation has been fired•and there leas been ormance of this gtodupt. • r if there has been a revisionnr iliAnge lisuse of this NOA as an endorsement atically terminate this NOA. Failure d removal of NOA. - amiDade County, Florida, and re. If any portion of the NOA is ' NOA No. 17-1114.07 Expiration Date: May 04, 2022 Approval Date: January 18, 2018 Page 1 • • SGD-9200 BILL OF MATERIALS - 2 & 3 TRACK FRAME 1 3/4" MIN. N.W. 90 ST. EY, FLORIDA 33166 o. (305) 696-8660 VS AND CLASS DOORS LSS DOOR (L.M.I.} I .ATION DETAILS ITEM f PART / QTY. DESCRIPTION REMARKS EMBED. eo 1 L-9211 t 2 TRACK FRAME HEAD 6063-T6 ALUMINUM NOTE- 1. FOR ANCHOR TYPES SEE 1.2 L-9211 1 2 TRACK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM NOTES AT SHEETS 3. 6. & E9 2. FOR POCKET WALLS SEE GENERAL 6 • 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM INTERIOR NOTES �t5 A 16 AT SHEET I OF 14. .13 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM TYPICAL ANCHORS t• 'c• A INTERIOR 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM AT B" O.C. SEE ELEV. •_ 5 L 9205 1 X PANEL PANEL'SUTTUM RAIL 6063-T5 ALUMINUM FOR SPACING o ea) 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM m=-' . N o•. 0� _ ti z c l a n- 7 L-•9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM : ^® ' , i-• z_ 111 13 x eo30. F 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM � • z N _ �' r---111 Li.... 9 L 9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM GV.2 / `AI .. z O O 10 AS REO'D. ALUMINUM GLAZING BEAD 6063-TS ALUMINUM -, w Z -vL L-9209 C:. '�/ 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 'a -w -- . '� ®CD • +'"— 12 L-9208 1 3 TRACK FRAME SILL 6063-15 ALUMINUM cr, '. a' w tt i 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM 1 STEEL DAR RECO. ON a SIZES D ALUMINUI IATER!AIS, POCKS 14 PVS-016 AS REQ'D. BOTTOM RAIL VTS'P ULTRAFAB 4QB67570K EXTERIOR 'v ii I35TED W/ Da 6Op0 TYPICAL aNCHORS D ABWE On 'e a } #3i ® - AT 8" O.C. p.o 15 PWS-009 AS RELIT. PANEL TOP RAIL WTS'P .187'x.310" (7830-6001-I) F2 . SEE ELEV. _ r 16 PWS-003 AS REO'D. FIN SEAL WEATHERSTRIP .18h. Tx.210" <7820-6001-9> 1/4" MAX. FOR SPACING w F1 n ` %} `� -( e3 17 VWS-004 AS REO'D. BULB VINYL <FPVC> I/4• 0.D. SHIM , W k 18 L-9016 2 SELF ADHESIVE PILE PAD 13/16" X 1 1/2" 1 3/4" MIN. E. I. Z O k• I 19 HC-046 2 HVG. PANEL TANDEM ROLLER 2 X EA. MVG. HOT. RAIL EMBED. EXTERIOR. ° s m 0 1 20 FS-003 2 ROLLER ATTACHMENT SCREW 118 X 1/2' F.H./PHIL. POCKET DOOR HOOK NI 2 1 m I 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-16 ALUMINUM ATTACHMENT DETAILS .. 2 22 FS-042 AS RE ID. 'C' TRACK ATTACHMENT SCREW 410 X l' SMS F.H./PHIL. '4 X ANCHOR FIXED PANEL JAMB CLIP Ft1.bieVtrM1FPVCIComawidon-TeamPastks Inc. 23 L-9018 I 6063-T5 ALUMINUM ti• FwCBamcCompound No. 7200.7s n \ _ \ t 24 FS-Oil 1 X CLIP FIXED PANEL CLIP SCREW 4110 X 5/8' PH/PHIL. PHYSICAL ASTM NO. 25 AR-020 ■ INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4 (36 KSU DsoasterHsdes A,lusec 75 D22tit Sp�M Gr .* 1.45 D-792 o' ,;, o rr ct . $ 1 26 AR-021 ■ ASTRAGAL STEEL REINFORCEMENT 1/2• X 11/2' (36 KSI) Temik&Raget, PSI 1640 D-638 n c 0 A T m ,• 4 27 AR-024 ■ INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI> Ultimate Elon•A 340.0 D.638 Mmulutelion%Elmgedwt,PSI 765.0D-638 4ftion, r g — 0 o a E a It 28 HC-047 1 MORTISE LOCK HARDWARE W/ HANDLES I alBntdetxss, -3l0 D-746 o E i „ 4•2. & KEEPER FPVCite: Compound No. 7267-75 Wh ti a 29 141 x Panel 7/16' Laminated H.S. Glass See Glazing Details PHYSICAL ASTM NO. MRMV IODUCI'INS us ipa'Ity wits tle lideldt o a _o A'N PE o 0 N 30 L-9022 ■ ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM Dwum<t,Hard=n'A',leseo 75 13-2240 Spccile Grtnig 1.45 0-792 (slam Code Z 2 Atmeruate N• V ` c c * a e g i U 31 L-9215 1 POCKET JAMB HOOK 6063-16 ALUMINUM TcmueStraug4,PSI 1640 D6f8 Itapinaksn to 3 z e 2 2 zs z 32 SM-5731 ■ NEUTRAL CURE SILICONE 1 Schnee -Morehead 5731 Utmee }yom6aiioo, % 325.0 D636 iNMulus4100%Plmgrim,PSI 765.0 D-638 [i k4-gq1LC_ s-s•..%.- g w Impmo Brittleness, -30.0 D•746 1$�iiilA�•�ttaAliw Coo*•I [ ' L # ` 33 DC-899 AS REO'D. NEUTRAL CURE SILICONE Dow Corning 899d o ` u 1 1 34 x ■ NEUTRAL CURE SILICONE Tremco Spectren 2 < M e ei u 1 1 35 HC-045 2 NYLON PLUG ( .480' HOLE ) RIGID PVC • • • • • • • • • • • • • THOMAS J. SOTOS PROPESSIONAL ENGINEER FL UC. / 65225 36 HC-043 2% PANEL NYLON TOP GUIDE RIGID PVC • • • • • • • ♦ • '� pfor? 37 FS-005 AS REO'D. FRAME ASSEMBLY SCREVS k8 X 1/2' P.H. PHILLIPS- • • • • • 4 xy ;, "' _ �?` 38 FS-013 AS REO'D. PANEL ASSEMBLY SCREVS 410 X 1' PH. PHILLIPS •• ••• •• • • • •• w' ;>' • 39 FS-014 AS READ. INSTALLATION SCREWS tk12 X 1 3/4' F.H./PHIL. , 9 40 PL 75.6020 • AS REO'D. , GLAZING SETTING BLOCK • SOFT PVC l/8' x 1/8' x 2'L. •U • ••• • • •••:' yyb� i3 «:$••t+: 41 s - SCREEN PANEL r • • • • • • • • • • • • ; 4 '..-'_ ?i�• 42 SM-5504 AS REO'D. JOINT SEALANT Schnee -Morehead 5504 ••• • • • • • • • • "- " '1, �, 43 ■ ■ PERIMETER CAULKING ❑SI POLYSEAMSEAL • • •• • • • • • •• • • • • • • Q ,e' at y°C is t}t�,. d , t 44 ■ 1 PRODUCT LABEL ■ 7 titit8iitttttt - 1a ••• • . • • • ••• • • • • • • • • • • •; • ctt • ••• • • • ••• • • • ••• • • r r7 I �i111 I � . ••. • • • ••• • • • .• • • • • • • • • • • • • • •• •• • • • • • •• • •••. •• • •• • • • • • •• •• • •.• • • • • •.• • • Fr( WOOD WOOD BUCK TYPICAL MANORS I���SSE ELEV. FOR SPACING `AA J Ci ES M11 OPTIONAL TO SPRING LATCH TYPICAL CHORS FOR SP 'G I EEEEiOLE ; Wi = 1-3/8" X 1/4" WEEPNOLES AT 4" FRO EACH END • • • • •• • • • • • •• • • ••• • • • • • • • METAi • • • STRICTURE • • • • • ••• ,.•••• • MEM Ail t -- rig-.. 1040Pm. PA •• •.• , • •I •• •• • 1 • • ••• !.6 • • •• • • • •>,I • • • • • • • • •• ee• • • • • • •• TYPICAL ANCHORS SEE ELEV.-- FOR SPACING \w WOGO SLICK I` I-um-DADE COUNTY APPROVED I II SEE SEPARATE ANCHORS 1NOA ;- I EDGE GIST. ,L 1 I, TYPICAL ANCHORS SEE EIFV.- FOR SPACING UCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS ST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL .AI,`IGEO1 : SEE ELEV. FOR SPACING 1/4" RIA...1)LLTRAGS)NAL:.3.C.R; (F.-177 I31. Fy-155.KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) t /4" DIA. TEY.S OR SELF DRIWNG SCR (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MINI. (6083-T5 MIN.) STEEL: 1'/8" THK. MIN. (Fy a 36 K51 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE RATED OR PAINTTD) ICAL EDGE DLST INTO ••NCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.56 MIN. CONCRETE AT HEAD. SILL OR JAMBS Eo - 3000 PSI MIN. C-90 HOLLOW/FlLLED BLOCK AT JAMBS fm - 2000 P51 MIN. PRODUCT REVISED 1s eomplyyng Codelng the e Florida Bu0di NOA-Ne. 17-1114.0i expiration Date 0 /04/2022 By MI.. .e.... ..Net .n (305) 638--5158 8 6 111 31 , k1 • JiJ. it: drawing n0. W16-57 sheet 4 ot10) • • ••• • • • .•. •• •• • • •• • •• •• • • • • • • • • • • • • • •• ••• • •,• • • • • • • it± •`". • • ••• • • • • ••• O Cn iY • • • • • • • • • •• • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• :ova -ills rbZl' ` 000"£—I 1 1 9 8 ro 3 3 s m B T 0 aNV BYty OC ONIGI'IS Ntf I'Y`I" I) Hooa Y ALUMINUM WINDOWS AND CLASS DOORS z So ZlziLl •tea waSNRttn-*Odom w MIA811 J7t1CIOW N3Na00 noun() 13NVd 83N2100 W01108 31C 3J SKVH xJv2i,L OM.L L 9' 31115 1VOVa1SV ® r-SS9'L- 460' ---09ZZ X001831N1 601831X3 a3NIV13a 1VOV61SV r �f �Z41'l �szl S�9' J i 1 - I/ -09S' dn0 13NVd 03X14 r.ag4. � + � loco' bZS t£S' 31115 N301 Z48' l--{ —Z90' 4b0-1 1 999'Z 1 of d01S SSVIO 919' 9£9• 091.JL 0 r-L99't--- -1-460' Z£i't L M1 O65'l OSI'� i 619 1— XOOla31N1 6OI631NI cost 1 T 460' I^ L99' l Z£ lt t lr6 1101108 13NVd Q -1 L6t't IIVa d01 l3NVd O-1 069' 1 Z90' 0 0 0 ' Z T1IS 301vrii ' 4Sl b ro1 li 6SS" SL'Z90 OSZ'Z I L- --IG--060 9L£ 0 0 0 ' 00S'f T 00S't l Z90' 0S9T OV3H 3rfv lJ 30115-uV1N '6 V➢ '8 S133HS 1V r46S' l— OV3H N9V211 Okt 1 0V31-1 3141YHJ r46S l--1 r ()cc] �- — 9Z9'£ 000' t w • • • • • • • • • • • • •• •• • • • •• •• • • • • •• •• • • • • • • • • • • • • • • •• • • •• •• •• • • • • •• • • • • • • • • 63 1/8" 8" MAX HEAD CORNERS z ci WINDOW WIDTH 47 1/2' D.LA. (FM LITE 21' 1AAX. HEAD I I tl II -__1r-7— 1rL-=-.._ 11 ,/ 11 1•II 11 11 II 11 ii B 4 l , _..�j.l..�.�i C 4 47 1/2" o.LO. (vtNf 50 1/8' VENT WIDTH FALSE MLMDNS 7--(SURFACE APPUEO) / MAT 8E USED .IN .TYPICAL ELEVA110N UNEQUAL... UTES (ORIEL. TYPE) FLANGE FRAMES NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 6" MAX. HEAD CORNERS WINDOW WIDTH • • • • •• • • • • • • • • • • • • • • • • •.4 . • • • • •• • • • • •:.• • • • • • • /- • • ✓•' • • • • `4 • • ••• • • • • •• • • • • • • • • Oa • • • • .r... • - •1 • • • • •• • • wxr TYPICAL E 110N UNEQUAL UIES (ORIo• TYPE) FIANCE FRAMES WITH FLUSH *APTER 1- a ^s IMUM DESIGN LOAD RATING (FOR SIZES SHOWN ABOVE OR SMALLER) STD. FRAME SILL +60.0 PS - 80.0 PSF MAXIMUM DESIGN LOAD RATING Q + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF RI -RISE FRAME SILL OPERATING VENTS CAN 8E 1/2 TO 1/3 OF WINDOW HOOHT MAX. D_L GPO. FOR FIXED UTE NOT TO EXCEED 15.7 S0. FT. FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW NOT TO EXCEED Ttbi.d FRAME AREA OF 28.04 50. FT. OR 53-1/8' WIDTH. • HEAD S:LL CORNERS • • • •• 53 1/8" WINDOW WIDTH 14" MAX. HEAD 1 n /.. O7 50 1/8' 14' MAX. 51LL VENT *OTH TYPICAL ELEVATION UNEQUAL UTES (ORIEL TYPE) FLANGE FRAMES WITH FIN ADAPTER PRODUCT REVISED as complying with the Florida Bullding Cods NOA-No. 17-1114.07 Expiration Dat.OSro4/2022 l MIomTa ' *duct Control u 12 n 4L drawing no. W 16-57 (sheet3af j 0, 1.000 5.244 .070 1.594II FRAME HEAD 086—I 1.500 .0621 500 . T T 5.748 -- FRAME SILL 12 090— 2.250 .500 1.250 - zs INTERLOCK RE NFORCING 7 .500 ri E-r 1.500 0 ASTRAGAL REINFORCING .500 .953 2.094 .078 31 Pocket "P" Hook .3751 r 1.250 _10 INTERLOCK REINFORCING 7 r.527 1001 670 2t C" CUP FRAME TOP CORNER THREE TRACK FRAME 1 I�: k FRAME jQTTOM CORNER oio /'52 •• 3I • • • ••• • • • • • •• • • • • • rnnuuc r n av�ra� • • • • • • • • • • • • naurPlt'►rt Nus, 1ke 101orik 17--1 ZIZ •O1- eate Z� aspiotair • ••• • • •r+N�� • • • • • • • • _�I`ww"taw • • • ••• • • • • • • • • •• • • • • • • • • • •• • • • • 0 a m °D • n I to 17) ap 0 In a p 0 ii i 002a CLASS DOORS MANUFACTURER ALUMINUM SGD-9200 EXTRUSION DETAILS, REINFORCEMENTS 1 0 0 0 8 Y a 0 z 1 w z 1 bih VI 0), il; a � SU f J • y djlr t'Ytttl4 oks% • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . • • ••• • • • •• •• • • • •• •• • • • • •. • • • • • • •. . • • • • • •• •• • • • • • • . • • .•• • • • • • • • • • • 53 1/8' 1 6' MAX. HEAD CORNERS WINDOW 4410111 47 1/2' D.LO. (FIX. UTE) 21 I HEAD 0 S g II I1 I // II - Ii �" n 4 i% FALSE MUN1!NS -(5URFAL ' APPLIED) MAY 5E USED 4 47 1/2' D.LO. (VENT) 50 1/B' VENT mum TYPICAL ELEVATION EQUAL UTES FLANGE FRAMES NOTE: GLASS CAPACITIES ON THIS SHEET A.RE BASED ON ASTM Et300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -2 1 9 8' MAX HEAD CORNERS 53 1/8' ' DOW 410TH • • • •• • • • • • • • • • • • •• • ;•21•• " MAX. • HEAD • • • • i. 14 • • •• • • • • • • • • • 6 ID I •i i. it JL JL--- r i II .I 50 /8' WIDTH QIALELEY9110 EQUAL LIfES FLANGE FRAMES WTTH FLUSH ADAPTER • • • • • • • •• • • • • • • • • • • • • • .6r A.AX. HEAD/SILL CORNERS • • • • 4—• —•• • • • • • • • • • • • • • • • •• MAXIMU DESIGN LOAD RATING e + 60.0 FSF I (FUR S SHOWN ADOVE OR SMALLER) - 80.0 PSF S FRAME SILL 5 D 7 53 1/8' WINDOW WIDTH II II 7r 11 0 !• 5 50 1/8" VENT WIDTH 14' MAX. HEAD 1 SILL TYPICAL ELEVATION EQUAL LFTFS FLANGE FRAMES WITH FIN ADAPTER MUM DESIGN LOAD RATING = + 80.0 PSF I \ (Fort SIXES SHOM11 ADOVE OR SMAU ER) - 80.0 PSF HT -RISE FRAME SILL 1 FOR ALTERNATE SIZE UNITS MAX. FRAME AREA CF WINDOW HOT TO EXCEED TESTED FRAME AREA OF 28.04 SO. FT. OR 53-1/S' WIDTH. PRODUCT REVISED as complying with the Florida Building Cold NOA No. 17-1114.07 'a.