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WS-15-2465 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-244314 Permit Number: WS-9-15-2465 Scheduled Inspection Date: February 03,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MSM REALTY ASSETS LLC, MSM Work Classification: Window/Door Replacement 0CAI TV ACCCTC 1 1 f% Job Address: 131 NE 93 Street Miami Shores, FL 33138- Phone Number (305)335-3515 Parcel Number 1132060133020 Project: <NONE> Contractor: EDIFICIUM, LLC Phone: (30)596-5047 Building Department Comments REMOVE AND REPLACE 19 WINDOWS. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 02,2016 For Inspections please call: (305)762-4949 Page 9 of 42 M a rch iter s Building Department Miami Shores Village 10050 NE 2nd Ave. Miami Shores, FL 33138 Re: MSM Real tI Asset, LLC Residence Remodeling 131 NE 93 Street Miami Shores, Florida 33138 Master Permit No. 15672 To Whom it may Concern: This letter is to confirm that 2 x 4's & 2 x 6's bucks with the corresponding tap cons on the windows and doors for the Master Permit No. 15672 were installed according with the detail on Sheet A-1 and submitted NOA's of the approved Window Permit No. 15673 for the above referenced property. Please let us know if you have any further questions. Sincer , Mana E. F m d Fla. Reg. 75 v MOINO/FERNANDEZ ARCHITECTS, INC. AA-CO01918 15552 SW 15 Street Weston, Florida 33326 www.mfarchitects.com 954.554.0708 �a 14 Miami Shores Village €- ` ypB lli" H#"S g$ 10050 N.E.2nd Avenue NE S Wind6'i Od Re m �"'• " ''"' Miami Shores,FL 33138-0000 a �. RIO �Satu :AF'P1 � `bioy Phone: (305)795 2204 � 1 Expiration: 04/12/2016 10 Im Project Address Parcel Number Applicant 131 NE 93 Street 1132060133020 MSM REALTY ASSETS LLC Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell MSM REALTY ASSETS LLC 131 NE 93 Street (305)335-3515 MIAMI SHORES FL 33138- 10155 COLLINS AVE BAL HARBOUR FL 33154- Contractor(s) Phone Cell Phone Valuation: $ 15,000. EDIFICIUM, LLC 00 (30)596 5047 M_.... _,... Total Sq Feet: 0 Type of Work:REMOVE AND REPLACE WINDOWS AND DOOR Available Inspections: No of Openings:19 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 DBPR Fee Invoice# WS-9-15-57231 $4.35 09/25/2015 Credit Card $50.00 $281.70 DCA Fee $4.35 Education Surcharge $3.00 10/15/2015 Check#:259 $281.70 $0.00 Permit Fee $290.00 Scanning Fee $9.00 Technology Fee $12.00 Total: $331.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction andzMAW . Futhermore,I o' e the above-named contractor to do the work stated. October 15, 2015 Authorized ignature:Owt) / Applicant / Contractor / Agent Date Building Depadmen Copy October 15,2015 1 Miami Shores Village SEP 5 2015 Building Department 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel: (305)795-2204 Fax:(305)756-8972 T) INSPECTION LINE PHONE NUMBER:(305)762-4949 (� (FBC 20N BUILDING Master Permit No. l PERMIT APPLICATION Sub Permit No. ,�BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP _ CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Al Address: J �XI-1 "4W -- 10 0 City: As'� State:_ Zip: Tenant/Lessee Name: Phone#: ' Email: CONTRACTOR:Company Name: :2r UAIJA Phone#: .4/ Address: �1 —oc� �. City: Z_6� _ State: Zip: Qualifier Name:_�-f'/�mid vy� �/ Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �pc�'r� �� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: '61 m ►,0 tAt �, A � 71�/g L'IL �"Aa "_)-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$ (Revised02/24/2014) ,. ci Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before mthis 141 � day ofj920 , by day of 20 by f �d who is personally known to &7- we,l.1 ol-V—alV ,who is personally known to me or who has produced as me or who has produced as identification and who d' identification and who did take an oa otFlo^ds Notary Public State of Florida PUp1lc$lata NOTARY PUBLIC: ;f' Heisel Alvarez NOTARY PUBLIC: Nin l laret X11 My Commission EE 186011 Nle Co�mjg9% 6E 198 Expires 05!28/2018 . �s 0512sap18 Sign: Sign: Print: e�eL4 C�-- Print: Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Propert,y Search Application- Miami-Dade County Page 1 of 1 F1 P A Plu"',E R-0111111"TV-11" A H E P R 0"11 0FRCE Or' 7 R Summary Report Generated On:9/25/2015 Property Information o Folio: 11-3206-013-3020 � Property Address: 131 NE 93 ST Owner MSM REALTY ASSETS LLC ' 10155 COLLINS AVE#1004 ` efx rE Mailing Address BAL HARBOUR,FL 33154 Q f. Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNITE l' Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 e ' Actual Area 2,810 Sq.Ft Living Area 2,102 Sq.Ft � l Adjusted Area 2,456 Sq.Ft ' Lot Size 12,800 Sq.Ft Taxable Value Information Year Built 1947 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value $0 $50,000 $50,000 Land Value $242,735 $242,735 $166,188 Taxable Value $416,353 $148,905 $145,966 School Board Building Value $170,938 $166,517 $166,517 Exemption Value $0 $25,000 $25,000 XF Value $2,680 $2,707 $2734 Taxable Value 1 $416,353 $173,905 $170,966 Market Value $416,353 $411,959 $335,439 City Assessed Value $416,353 $198,905 $195,966 Exemption Value $0 $50,000 $50,000 Benefits Information Taxable Value $41.6,353 $148,905 $145,966 Regional Benefit Type 2015 2014 2013 Save Our Homes Assessment Exemption Value $0 $50,000 $50,000 Cap Reduction $213,054 $139,473 Taxable Value 1 $416,353 $148,905 $145,966 Homestead Exemption $25,000 $25,000 Sales Information Second Homestead Exemption $25,0001 $25,000 --- Previous OR Book- Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sale Price Pae Qualification Description School Board,City,Regional). g 08/20/2014 $455,000 29288-1991 Qual by exam of deed Short Legal Description 08/01/1989 $107,000 14227-1208 2008 and prior year sales;Qual by 1534165342 exam of deed MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 19&20 BLK 22 LOT SIZE 100.000 X 128 OR 14227-1208-07 0889 1 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 hfp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 9/25/2015 Detail by Entity Name Page 1 of 2 F , Detail by Entity Name Florida Limited Liability Company MSM REALTY ASSETS LLC Filing Information Document Number L14000114294 FEI/EIN Number 47-1476207 Date Filed 07/18/2014 State FL Status ACTIVE Principal Address 10155 COLLINS AVE, STE. 1004 BAL HARBOUR, FL 33154 Mailing Address 10155 COLLINS AVE, STE. 1004 BAL HARBOUR, FL 33154 Registered Agent Name &Address KENNEY, JUDITH, ATTY JUDITH KENNEY &ASSOCIATES, P.A. 2001 BISCAYNE BLVD, STE. 2620 MIAMI, FL 33137 Authorized Person(s) Detail Name &Address Title MGR SLATE, RAYMOND 10155 COLLINS AVE, STE. 1004 BAL HARBOUR, FL 33154 Title MGR FORRY, CHRISTOPHER 2001 BISCAYNE BLVD, STE. 2620 MIAMI, FL 33137 Annual Reports Report Year Filed Date http://search.sunbiz.org/Inquiry/CorporationS earch/S earchResultDetail?inquirytype=Entity... 9/25/2015 f RATIONAL ANALYSIS AND ENGINEERING DESIGN CALCULATIONS Florida Building Code 5T" Edition 2014 AS PER ASCE 7-10 WINDOW RETROFIT FOR MSM REALTY ASSET, LLC. AT 131 NORTHEAST 93RD STREET MIAMI SHORES,FL. 33138 CARL G.FORBES-CONSULTING ENGINEER ASSUMES RESPONSIBILITY FOR BOTH MANUAL AND COMPUTER GENERATED CALCULATIONS. CARL G.FORBES-CONSULTING ENGINEER. CARL G.FORBES P.E.#20699 C.A.#000028792 6669 555 SOUTH POMPANO PARKWAY ••• •6666' •• •• POMPANO BEACH,FLORIDA 33069 •• .. • 6666.. 6666 • 6666.. 696..9 9999 99 • •69.9• •99696 • 669 69x99' TOTAL PAGES:04 • 99 99 06 6 6666.. 966999 • 6666.. 6666.. .. 6666.. 6666 � ♦A r � V+ a '* MECAWind Version 2 . 1 . 1 . 2 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date 8/4/2015 Project No. Company Name 131 NE 93RD Designed By Carl Forbes Address Description City Miami Shores Customer Name State Proj Location File Location: C:\PR0JECTS\2015\MEFARCH\WIND10 131NE.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = III Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg Ht: Mean Roof Ht = 15.00 ft Type of Roof = Monoslope RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 15.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 3832.00 ft^ 2 Bldg Length Along Ridge = 80.67 ft Bldg Width Across Ridge= 45.50 ft Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis 0000 Zm: 0.6*Ht = - 15.400 ft ',,,,' �•�� lzm: Cc*(33/Zm)^0.167 = 0•0.t3 • •• • Lzm: 1*(Zm/33)^Epsilon = .V--4.0.6 ft••:•�• •• Q: (1/(1+0.63*( (B+Ht)/Lzm)^0.63) )^0.5 = 00*1%%2 •""' • • • Gust2: 0.925*( (1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm) ) _ ..Qi88 .,,�•� Gust Factor Summary •"' • •• 0000• Not a Flexible Structure use the Lessor of Gust1 or Gust2 =•';d'$5 �• �•� 00:00• 00 •• •• 0 0000•• Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpf••••• . • GCPi Internal Pressure Coefficient =•+/-0.18 , �•••�� • • 0000•• • Topographic Adjustment • • • ;,,,�0 •• 0 • 0.0 0.33*z = 4.95 °• • Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z) ]^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 45.5 ft wall L/B = 1.77 ph: Net Pressure at top of wall (windward + leeward) = 34.82 psf p0: Net Pressure at bottom of wall (windward + leeward) = 34.82 psf ps: Side wall pressure acting uniformly outward = .62 * ph = 21.49 psf pl: Leeward wall pressure acting uniformly outward = .29 * ph= 10.27 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.55 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.55 psf MWFRS-Wall Pressures for Wind Normal to 80.67 ft wall L/B = 0.56 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.99 psf See Fig 27.6-2 for Parapet wind Roof Pressures pressures See Table 27.6-2 ft Mean roof ht. Pn ind Wall Pressures rN See Table 27.6.1 h � Plan Pq Elevation .• � • Net Wind Pressures on Roof (Table 27.6-2) : ...... Exposure Adjustment Factor =• x.000• • • ' • •••• • •• ••••• Zone Load Casel Load Case2 �';"; �• �•� ..:..' Psf Psf •• •• •• • •....• ---- ---------- ---------- .....• • 1 .00 .00 ' • • • ...•;� 2 .00 .00 • • i��" 3 -36.05 .00 �••� : . ... •••••• 4 -32.18 .00 ' • • 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. n.. y 3 �M..,,...,. h Wind 0.5h Flat Roof Roof Overhang Loads (Figure 27.6-3) : Load Case 1• Povhl: Overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 = -27.03 psf Load Case 2: Povhl: Overhang pressure for zone 1 = .00 psfo060 Povh3: Overhang pressure for zone 3 = • 600 psf••••• 000000 • . • 0 •• • • 60 9 Roof edgc pre.,,s lry from tahle 066:90 0000 0000•• q •6.96• 00 • • • 6 • • 6 • lip lir pz 0900 • •• 00606 69996. 6 •0 9 9.966 •. 09 09 • 008000 .0690• 0000• •• • • • • 0000 . •66666.• • • • •9666• • 00� •69.9•r�a lrl5� ��iF ��t4,+Pl 966000 0 ••.6.6•• 600806 . _.. 96.96. 06 6 9• • .6.96 a h •66. •• 6 • • •69.. 0000 9 •• •.•• 9••9• • 6 • •696• •. 6. .6 • •••696 ••9••• 6 • • • . 000000 09600 • • • 9 • • • 0000.• • 0 • MECAWind Version 2 . 1 . 1 . 2 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date 8/4/2015 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\PR0JECTS\2015\MEFARCH\WIND10 131NE.wnd Roof n®t shou°n. 5 '; 1 1 ; 2 W SN Wind Pressure on Components and Cladding (Ch 30 Part 3) ...... A11 pressures shown are based upon ASD Design, with a Load Faciaor•o.f ..... 6 . Width of Pressure Coefficient Zone "a" = 4.55 ft 0000•• •••• 0000•• Description Width Span Area Zone Max Min Max P MitlOP•• • • • 0000•• ft ft ft^2 GCp GCp psf pS5•••6 :00 .• • • --------------------------------------------------------- --------------.'•-•-0 . •. ••••• WINDOW A-1 4.83 3.08 14.9 4 0.87 -0.96 35.73 -3$•Z$. 0 ... 00:00• WINDOW A-2 4.83 3.08 14.9 4 0.87 -0.96 35.73 -3$?Z$' •00. 0 000000 WINDOW B 3.08 4.33 13.3 4 0.88 -0.97 35.98 -4%bii0 • WINDOW C1 2.83 5.25 14.9 4 0.87 -0.96 35.73 -38.'08. • • . WINDOW C2 8.58 1.75 15.0 4 0.87 -0.96 35.70 :-�8%6 0;;;0;0 '0•'.•" ••• .• . WINDOW D1 2.83 5.25 14.9 4 0.87 -0.96 35.73 -38.'jg0 WINDOW D2 8.58 1.75 15.0 4 0.87 -0.96 35.70 '-'3$!76• ••0•••• ••�••• • WINDOW E 3.16 3.08 9.7 4 0.90 -0.99 36.66 9:39!31 X0.0 : • • WINDOW F1 4.83 3.08 14.9 4 0.87 -0.96 35.73 +38.78 .. • :0000: WINDOW F2 4.83 3.08 14.9 4 0.87 -0.96 35.73 0.35.18 ; 0..0 .000• • WINDOW G 3.33 4.50 15.0 4 0.87 -0.96 35.71 .s3$.Z6 0 0.0 0*000 WINDOW H 3.16 3.08 9.7 4 0.90 -0.99 36.66 �j%,11 0006 000000 WINDOW I 3.33 4.50 15.0 4 0.87 -0.96 35.71 08 6-38.76 0 •• • WINDOW J 3.33 4.50 15.0 4 0.87 -0.96 35.71 - 0 WINDOW K 2.16 5.75 12.4 4 0.89 -0.98 36.15 '-39.20 ,.0.,. 000000 • WINDOW L1 3.33 5.75 19.1 4 0.86 -0.95 35.14 .-3$'19 • 000000• WINDOW L2 3.33 5.75 19.1 4 0.86 -0.95 35.14 G-S8.19 0• �•� • • WINDOW M1 3.33 5.75 19.1 4 0.86 -0.95 35.14 -38.19 •• • WINDOW M2 3.33 5.75 19.1 4 0.86 -0.95 35.14 -38.19 WINDOW N 2.16 5.75 12.4 4 0.89 -0.98 36.15 -39.20 WINDOW 0 4.25 3.08 13.1 4 0.88 -0.97 36.03 -39.08 WINDOW P 3.33 4.50 15.0 4 0.87 -0.96 35.71 -38.76 WINDOW Q 2.16 3.08 6.7 4 0.90 -0.99 36.66 -39.71 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd = 33.94 psf Goes • G .••. *see:* • see• .• • • • .••• . •• .G••• •.•��• • •••••.• •Geos• e • •Goss• • •.. *sees s• to •e • GGe..s • •sGs.s • • 'A pr2 0 V`C' M1J►MI-QAQE �' l�/ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econoniy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 500" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miaml'-Unde Cg4gty�. Product Control Section. •..• •• • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant...... •••• •" LABELING: Each unit shall bear a permanent label with the manufacturefs dame or 19A city, MV: series, and following statement: "Miami-Dade County Product Control ApprovVd„tinless:oftwAvlse rooted-. herein. 006:9: ••••' . 000 00000 0000. RENEWAL of this NOA shall be considered after a renewal application has lVerr filed and there has �ieeil• no change in the applicable building code negatively affecting the performance o�Ais� rodujt. •. 0000:. t.... TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chUge.0. in the materials,use, and/ or manufacture of the product or process. Misuse of this NOA as.An lhzlorsement • 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. 13-0206.07 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0406.10 MIAMMADECOUNTi( Expiration Date: May 19,2021 141011 � Approval Date: July 02,2015 Page 1 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309-06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 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 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, .com-pplying�iti� FBC'S":' Edition (2014), prepared by Al-Farooq Corporation, dated'63fl7/l5X4•06/2VJ.V.. signed and sealed by Javad Ahmad,P.E. • 2. Glazing complies with ASTM E1300-09 ' ...... ..... D. QUALITY ASSURANCE '.•' : ••••" 1. Miami-Dade Department of Regulatory and Economic Resod $jRER} •• • E. MATERIAL CERTIFICATIONS : •e• 0 0 Soo 006060 L Notice of Acceptance No. 14-0916.10 issued to Kuraray 'America;jttt.:for their "Kuraray Butaciite® PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. av rez,P.E. Product C Examiner NOA No. 15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t' Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing,Inc., dated 12/29/10, all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. Y 00 0 •••• •••••• •••••• •••••• Manuel Pe lip.E. Product Contro Ex finer NOA No. 15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 G�d•— - rI Motor a imsgr - -� MIAMI-1 DE • �� it 1Y11A1II-n� otrrlT� T OL S1&CTIO8 PP J t ,L, 11805 OL 1& DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) ,ff786)315-2590 F(7861 315-2599 BOARD AND CODE ADMINISTRATION DIVISIONe leconom NOTICE OF ACCEPTANCE NO Eco Window Systems,LLC - 9114 NW 106 StreetMedley,FL FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ('in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W09-12,titled"Eco-Guard Series-200 Alum. Horiz.Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shalt bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Appr--oved'C elm less other�wise* noted herein. 0000 RENEWAL of this NOA shall be considered after a renewal application hagb%Vfiled herein. * has r .0 no change in the applicable building code negatively affecting the performance o his produ e e * .... TERMINATION of this NOA will occur after the expiration date or if there 4iee-been a reVW6n or 1� Image in the materials, use, and/or manufacture of the.product or process. Misuse &*is:IOA.-as.ane ndorve&eat of any product, for sales, advertising or any other purposes shall automaticaflY Mminate this-TOA. fftilu ff to comply with any section of this NOA shall be cause for termination and retZravet 0 NOA.0- - ---0 0 ADVERTISEMENT: The NOA number preceded by the words Miarni-Dade Col - Dill ,-'Florid, and followed by the expiration date may be displayed in advertising literature. If arty porgy en-.ef the I>�1t7A-i$ displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0728.05 MIAM-DADE COUNTY Expiration Date: May 27,2019 �Rnglsxlqll Approval Date: September 03,2015 8)24}115 Page 1 ' Eco Window Systems,LLC. V ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1, Manufacturer's die drawings and sections. (Submitted under NOA#09-4312.08) 2. Drawing No W09-12, titled"Eco-Guard Series-200 Alum.Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7635,dated 12/09/14, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA#14-0317.DI) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering &Testing, Inc.,Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TrS 201-94 0.400. 2)Cyclic Wind Pressure Loading per FBC,.T1k3 203 `x44 44•,04 along with marked-up drawings and installation diagram of-a ftOX alum}atrn ...4:. horizontal sliding window,prepared by Hurricane Engined MLP&Testing, Inc.,` j§t•.: Report No. HETI-08-22268,dated 01/15/09, signed and sjVf�by Carid;a F. Font4 60.98. 4 96 00000 P.E. 9 6 9 (Submitted under NOA#09-0312.U8) 00 00 0000 0 0 0 4:0 4 4 4. Test reports on: 1)Uniform Static Air Pressure Test, Loadin44g p. • er FBC TAS 202-94�0 along with marked-up drawings and installation diagram pf a YCOX 4aft isrum • horizontal sliding window,prepared by Hurricane Enginearing;&Testing,Inc.,VM*: Report No. HETI-08-2227,dated 01/15/09, signed and sealed by Ca fdido'F. Font, P.E. (Submitted under NOA#09-0312.08) Manue ere ,P.E. Product Cont oI Ex Iver NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 . E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED w B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test, per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-11312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-08-2228B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2229,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBq,T4S 203*94•:. 0006 •• along with marked-up drawings and installation diagram o%ax© lu�iq X aum •• horizontal sliding window,prepared by Hurricane EngineeritV&TestmgpInc.,Test:. Report No. HETI-08-2230A, dated 01/15/09, signed and§�fffflby Candido F. liq"� . . . P.E. .... .. . .. .. . (Submitted under NOA#09-0312.08) •••••• •.• •• ••• 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 •• ••• ••••;• 2) Cyclic Wind Pressure Loading per FB ,"LA0 203-9,r• "...'0 �• along with marked-up drawings and installation diagram of a XOX itmi;ruun • horizontal sliding window,prepared by Hurricane Engineering:&Tes4irn,.Inc.,Telt': Report No. HETI-08-2230B,dated 01/15/09, signed and sealed by CMdlAo F.Font, P.E. (Submitted under NOA#09-031.2.08) Manuel P ez,P.E. Product Control xa iner NOA No. 15- 72$.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-Z Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC Stn Edition(2014),dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butaciteg PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 5t'Edition (2014),and of no financial interest,July 8,2015,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems,LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.", approved on 04/10/14 and expiring on 05/27/14. 6666.. see 0 6680,. .. . 0006 0 6666.. 6666 0 666.. 000066 0 6666.. 6666 6666 . . 8 6 6666 6666 66660 6666.. 6 66 66666 6 6 . . 6 08 86 0060 606660 066080 00 . 6 . . 606688 6666.. 0 . 806006 .. 6666 Manuel a z,P.E. Product Contr I aminer NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 ;��Triva MIAMI•�A�E MIAMI--DADE COUNTY,FLORIDA 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31-5-2599, NOTICE OF ACCEPTANCE (NOA) ww,%v.miamidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Miami,Fl.33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miauni—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami---Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"ECO—Guard Clipped"Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E---1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-0529.16 MIAMFDADE COUNTY :y}: Expiration Date: October 23,2019 --1 � ✓i �� Approval Date: October 23,2014 Page 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202---94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2192B and HETI-08-2166C, both dated 01/15/09, signed and sealed by Candido F. Font,P. E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineering &Testing, Inc., Test Report No. HETI-08--2166A, dated 01115/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5'b Edition (2014), prepared by Al Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E--3 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5`h Edition (2014), issued by Al—Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI48-2192A, HET"8-2192B, HETI-08-2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F. Font,P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P. E. G. OTHERS 1. None. .F`z'.*C Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-2 Department of Permitting, Environment,and Regulatory Affairs Board and Code Administration Division MIAMI-DADE Product Control Section 11805 S.W. 26 Street- Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F(786) 315-2599 miamidade.govlbuIIdIng July 23, 2015 Mr. Federico Ogly Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 Reference: File Number Description Current NOAH 15 0603.13 Series 600 Aluminum Outswing French Door- LMI 12-0402.03 -- -- 15 0603.14 ` Series 400 Aluminum Window Wall System With Window Insert - SMI 12-0801.03 15-0612.04 Series 700 Aluminum Sliding Glass Door w/ Reinforcements- SMI 113-1217.23 15-0612.05 Series 700 Aluminum Sliding Glass Door w/ Reinforcements- LMI ! 13-0912.02 15 0715.10 Series "Eco-Guard 300"Aluminum Fixed Window-L.M.I. i 14-0317.03 —Not Assigned Yet Series "Eco-Guard 200"Aluminum Horizontal Rolling Window- L.M.I. ! 14-0317.01 I Dear Mr. Ogly: We are in receipt of your above mentioned applications to Renew and Revise your NOAs. The files are, currently assigned for Technical Review, with exception of the revision for 14-0317.01 which will be logged into our system shortly. Should our office be of further assistance, please do not hesitate to contact our office at (786) 315-2590 Yours very truly, Product Control Section J sus D.Gut erre Product Control Specialist En cl: CADocuments and SettinojesusOONy Document0latus Iettendoc Internet mail address: bid¢dept rr,miatnidade.eov Homepage: miamidade.gov/building � r AL-FwAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT July 31, 2015 Mr. Federico Ogly Eco Window Systems, Inc. 7955 NW 77 Ave. Medley, FL 33166 Ref: Compliance with 2014 Florida Building Code Series "Eco-Guard 300" Aluminum Fixed Window- L.M.I. NOA# 14-0317.03 (Pending Approval# 15-0715.10 for 2014 FBC Update) Dear Mr. Ogly, The enclosed sealed drawings are copies of drawings presently under submittal with Miami- Dade County for compliance with the Florida Building Code (FBC) Fifth Edition(2014). If you have any questions, please feel free to contact our office. ' Respectfully, Javad Ahmad, P.E. Chief Engineer 1235 5W 87th Avenue Miami, FL 33174 T:305.264.8100 F:305.262.6978 1 www.afceng.com I alfaroog@afceng.com MIAMNQADE 111IAAII DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 209 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwtir.miamidade.amkconomv Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)",sheets I through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis 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 MOA. 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 renews NOA#13-0206.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0317.03 N,4MbDADti Ct7Ut1i Y c Expiration Date: June 17,2019 a Approval Date: April 10,2014 `� Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled"Eco-Guard Series-300 Alum.Fixed Wdw. (L.M.I.)", sheets I through 5 of 5, dated 03/23/09,with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#13-0206.05) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 971/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192A,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 97 1/4"wide x 96118"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-219211,dated 01A5/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 48 1/4"wide x 96 318"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted underNOA#09 0413.08) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering &Testing Inc.,Test Report No. HETI-08-2194,dated 01/15/09,signed and sealed and' o F.Font,P.E. (Submitted underNOA#09-0413.08) Manuel P .E. Product Control xa ner NO No.A47.03 Expiration Date: June 17,2019 Approval Date: April 10,2014 -E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowrwm) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 50 5/8"wide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2195A,dated 01 A 5/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 01/27/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.25) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,dated January 17,2014, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 30,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.25) G. OTHER 1. Notice of Acceptance No. 13-0206.05,issued to Eco Window Systems,LLC for thea Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I.,approved on 05/02/13 and expiring on 06/17/14. Manuel Pere-Z . Product Control E&V03 r NOA No.I4 Expiration Date: June 1'1,2019 Approval Date: April 10,2014 E-2 K.1 Iry A�fX4 MIAMI-RADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.soy/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product ERProduct Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami--Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 100"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W09.08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets I through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of'this NOA as an endorsement of any product, for sales, advertising or any other purposes shall autornatically 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 uses: 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 No.14-0317.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15.0406.12 MIAMI-DADE COUNTY Expiration Date: April 08,2019 �1z�►1(� Approval Date: July 02,2015 Page 1 T Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No. W09�08,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision E dated 06/23/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202.94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0317.02) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series.100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) 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 installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font,P.E. (Submitted tinder NOA No. 09-0224.07) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53J/4"wide x 76" high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No. HETI-08-2168,dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09.0224.07) Wa"aeLO��. MaTreez,P.E. Product CohtLoxatniner NOA No. 15-0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-1/4"wide x 76-1/4" high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No. HETI-08-2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for thein "Kuraray Butacite® PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51'Edition (2014),and of no financial interest, dated March 17, 2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory,Inc., dated 12/09/14, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 14.0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Product Control Section Supervisor. (Submitted under previous NOA No. 14.0317.02) 4. Laboratory compliance letters for Test Reports No. HETI-08-2166A, HETI-08-2166C, HETI-08.2168 and HETI-08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09.0224.07) G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Manuel P.E. Product ContrEs iner NOA No. 1 -0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-2 ova MIAMi�DA€3E nit-DADS COUNTY PRODUCT CONTROL SECTION 11805 SAV 26 Street,Room 208 DEPARTI�TENT OF REGULATORY AND ECONOMIC RESOURCES(RER) ` ROARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .miamedade.aov/economti Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 scorn. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wd-,v. (L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision D dated 02112/14,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Bade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TEPJvHNATION 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 ' a County, Florida, and followed by the expiration date may be displayed in advertising literat Nan portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided t e user y the manufacturer or its distributors and shah be available for inspection at a job ite a re u of a Building Official. This NOA revises and renews NOA# 13-0206.03 an con ' is f is pe d evidence pages E-1,E-2 and E-3,as well as approval document mentioned abov The submitted documentation was reviewed by Manuel r P. NOA No.14-0317.01 M1AMi-DADS COUN CV ! Expiration Date: May 27,2019 Q Approval Date: April 10,2014 Page i r r Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Y A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08,titled"Eco Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02112/09,with revision C dated 02/06/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Mind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked--up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7635,dated 12/09/14, signed and sealed by Marlin D.Brinson,P.E. 2. 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)Nater Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226A, dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic VNjind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B, dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Subifutted under NOA#09-0312.08) k1__:_;,e aL�� Manue�'Perez,2ner E. Product Contrcli Exa NOA No.l 317.01 Expiration Date: May 27,2019 Approval Date: April 10,2011 E-1 Eco Window Systems,LLC- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. BETI-08-2228A,dated 01/15/09,signed and sealed by Candido F..Font, P.E. (Submitted under NOA#09 0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2228B,dated 01/15/09,signed and sealed by Candida F.Font, F.E. (Subriritted under NOA#09-0312.08) 7. Test reports on: 1)Large Missile impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-031.2.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230A,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted tinder NOA#09-0312.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with.marked up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) Ma ue er P.E. Product Contrpl E miner NOA No. -4317.01 Expiration Date: May 27,2019 Appro,•al Date: April 10,2014 E-2 'Eco Window Systems.LLC. NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED f C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 02/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami.-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butaciteg PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNem.ours & Co.,Inc. for their"DuPont SentryGias*Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010, and of no financial interest,February 24,2014,signed and sealed by Javad Ahmad,P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E., Chief,Product Control Section. G. OTHER 1. Notice of Acceptance No. 13-0206.03, issued to Eco Window Systems, LLC for their Series"Eco-Guard 200" Aluminum Horizontal Rolling Window—L.M.I.",approved on 05/02/13 and expiring on 05/27/14. Manuel Pe .E. Product Control txamoher NOA No.l 7.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-3 I, 37" � ECO—GUARD SERIES-500 WINDOW WIDTH Co ALUMINUM OUTSWING CASEMENT WINDOW 35" �o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT WIDTH 0 J COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER 29 3/8" FALSE MUNTiNS F � tog Q WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING (SURFACE APPLIED) D.L. OPG. N g n MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BE USED 2 z C 0 a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL A �� 0 WILL APPLY TO ENTIRE SYSTEM. 2J o L C THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE U REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE {HVHZ}, „ / Q' WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER _ _ 1' / 0 4 a a LOADS TO THE STRUCTURE. C fl D O N ao 0 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Q w �r u'�. „1 wH _ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE / Z NOT PART OF THIS APPROVAL. _ O a �r a Q w s A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ,N �g Q ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. ' _________ a MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT I \ J Q3 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE \ J u� REQUIREMENTS OF THE FLORIDA BUILDING CODE. \' gw it \ goo Ld M THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. II \ w V) SHUTTERS ARE NOT REQUIRED. — : >. w {N cc co \MAX. LOCKING OINT LOCK z 12" N MAX. POINTS �' 0 0°� 'n MAXIMUM DESIGN LOAD RATING = + 70.0 PSF HEAD HEAD/SILL SEE CHART o Z _j LO (FOR SIZES SHOWN OR SMALLER) — 75.0 PSF SILL CORNERS N0. OF i WDW. HEIGHT KEEPERS 4 L t° TYPICAL ELEVATION 2-6" AT SASH o 0 o 26" 2 � U W .j 38--3 8" 3 l_.� 11 54rn 1/8" TEMP. GLASS 63"8' • 5 • • • 76" •6• • • • •••••• N • • 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS •••••• xl ww °�.° • •••• • '" a a p •••• .090" Interlayer PRODUCT REVISED • • "� o 42 o U • 090" Interlayer .090" Interloyer •••• w N DuPont Butocite PVB as complying with the Florida o Q o wRose• • DuPont Butocite PVB DuPont Butocite PVB •••• W r 8y 'Kuraroy America, Inc.' By 'Kuraray America, Inc.' B 'Kurara America, Inc.' Building Code tt�� ,/� • • U o a o ••• Y Y $ "" OCG„/• i •• Zq w Accepunwa NIo U S N W- 6 •••• 1/8- HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS imdonDWA O gIkeed. ...••• ml U a a •• • • • a� Z aim • • • •••• SILICONE a SILICONE adeP`rolductContro : ••. • • Q SILICONE a •• • • •••• dOW CORNING 899 � UJ DOW CORNING 899 DOW CORNING 899 ui „, �, Fri NO VZ -:I ri w GLASS CAPACITIES ON THIS SHEET ARE ° a o o 0 a vi cri g 9 00 g 9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) a Q m U o W 0 3 9 � � + � " 30 ' 1I AND FLORIDA BUILDING COMMISSION �___ --, Ln L, 3A 4AT " 'I20DECLARATORY STATEMENT DCA05—DEC-219 �l _�I �20 20Engr. JAVAD AHMA4CIVIL 1 evw wFLA. PE # 70592O CA.►4. 3538 w1/4 POINTSw �'' 21SIZES w v° vi v v SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEGBrowing no. GLASS TYPE 'A' GLASS TYPE 'AA' TO CLEAR BLOCKS GLASS TYPE 'B' J 11 23 2015 W1 1 -U5 GLAZING OPTIONS Y sheet 1 of \ O EDGE DIST. TYPICAL ANCHORS 18Y \ xs- '4 / � SEE ELEV. Ln FOR SPACING WOOD BUCK METAL F---------------- — -- J a EDGE STRUCTURE ------------------ nit GE '- 4 a c ,a �. ai I MIAMI-DADS COUNTY APPROVED I o Z a 4 a a ° a DIST. I MULLION & MULLION ANCHORS 1 a a En 4 ° o ° ° a 4 ° ° 1 SEE SEPARATE NOA I 0 1- cQ i I EDGE I I y a �. a I .. o I - I DIST. { � mv o� CL O O O J a — IL m I g V in M `- t0 t > d daQp 2 0 03 TYPICAL ANCHORS TYPICAL ANCHORS W O SEE ELEV. Q w 3 ii SEE ELEV. FOR SPACING of ; O FOR SPACING J Q I 5 Q zW ---- -- TYPICAL ANCHORS: SEE ELEV. FOR SPACING �y o WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. ! v J �; I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1!4A DIA. ULTRACON BY ELCO (Fu=t77 KSI, Fy=155 KSI) J I LO AND TRANSFER THEM TO THE BUILDING STRUCTURE.- INTO 2BY WOOD BUCKS OR WOOD STRUCTURES � N I I , 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) z Mi, W on 1, THRU 1BY BUCKS INTO CONC, OR MASONRY H y 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) Q >_ w 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) z (A _co II O f T =' o a L DIRECTLY INTO CONC. OR MASONRY � c+, `- 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) I Q o o z o F 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z 0 W I a #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) z o 0 0 0 �_ � w INTO METAL STRUCTURES � U STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) cis W 0) F L) N ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) r (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED,: •0• jj 0000 00 I I I 0 0 00 00 x'12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) H ••00 I I • w W 1U z 1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1%$.l• 4 En a In W a 0009 k 5 (NO SHIM SPACE) o z � 00.0 ' ...... -gym g o � :.•' a 4 � � 13 TYPICAL EDGE DISTANCE •• •• UVL � � 0000 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ;00:90 o 0- 18y INTO WOOD STRUCTURE = 1" MIN. .:. • t WOOD BUCK INTO METAL STRUCTURE = 3/4" MIN. ' • • • • 2 17 .•• : • ••• n v • WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.OB 16 a x - CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. 0 O C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. LW a m o I b'4 m V) c Ia 8 / Engr: JAVAD AHMAD i a N I a a CML I N 44 ° 4 a. FLA. PE # 70592 0 _ a a C.i, 3538 n Q PRODUCT REVISED $ v v w complying with the Florida �- a i TYPICAL ANCHORS TOPICAL ANCHORS` Building Codc ( drowm no. $ a SEE ELEV. ; SEE ELEV. Acwptttncv N �.2 a FOR SPACING + FOR SPACING Ev' jruti DatC !?� t �y U� W 11 --05 } EDGE DIST. J EDGE DIST. B ✓iaml PaProduct Con of sheet 2 of 6 :u] o I� 1/4" MAX. 1/4" MAX, 1 1 SHIMS 1 j4" MAX. Z opo SHIM1BY SHIM0 F z 4A �C� 5 o WOOD BUCK w a B 12 a a c O ' TYPICAL ANCHORS %2BY WOOD BUC .. �— -- �L11 � ELEV. R M V TYPICAL ANCHORS ------- SCREEN OPT. ----------- SPACING 1 WQOD STRU URE ----_-- SEE ELEV. ! 1 ' C u FOR SPACING 1 y 2 0U `t ' 1 f M __ _ _ _ — - >m 00 Q- ---- ---- - - -__ _ __-_ _ _ _ 4" ti WQ O a _ � t so v, `^ Q w Cn oN. ZN `r M 7 w J (5 m w LLJ 8 a TYPICAL ANCHORS a W ai t- 1 EXTERIOR v � SEE ELEV. METAL FOR SPACING STRUCTURE D.L. OPG. U o VENT WIDTH _j J 0) JCID I WINDOW WIDTH 000 ui i F- W Ljj L I W (n } w z N (A ro IY 1 N Qt MIAMI-DADE COUNTY 730 M 1 APPROVED MULLION O Z S °6 SEE SEPARATE NOA :2 TYPICAL ANCHORS SEE ELEV. FOR SPACING i uj Q LLI _j i I I ••• •••.• t-------- I i I I ub I� ' I •••i•• j1 m •••• • x m u _ •••• — —_ _ _= — — — — —__ _ •••• �• in o w ••• (J W N r • • --- _ _ - F1 - - _ - _ •••••• 2 OTD s I I I I • • ••• + ` li it + •• •• V �`� 4�13 = ••:• •••••• Q �U O�O V L-- J • • • a < ••i• WINDOW WIDTH WINDOW WIDTH o t N n � ai ri •y � O O O Q � C Q m U11O W - Engr: JAVA0 AHMAD n u o CIVIL is c. FLA. PE # 70592 I o = C , N. 3538 r ! PRODUCT REVISE 0 complying with the FlafWs Building Code ILS r,o �w ! / l�J AccePtanceNo I L•r� V drawing no. Ex imtltml?ate t BY J ��3 Znl�i W1 1 —Q5 i Hiami ale Product Con rol sheet 3 0 =4"'i o , U EDGE DIST. ----------------- �0 EDGE 01ST. o METAL ��-------------------- t TYPICAL ANCHORS STRUCTURE I I MIAMI—DADE COUNTY APPROVED 1 j SEE ELEV. FQR SPACING I I MULLION & MULLION ANCHORS I z t�. Ii SEE SEPARATE NOA II O F z � I > I I i� H I EDGE DIST. I W �y I _ j l W O p O Q N f' 15 �II 15 N I 15 a r C M ALT. a 0: W> 8 0IL < Q O Q W � LL et M TYPICAL ANCHORS TYPICAL ANCHORS ZN - SEE ELEV. SEE ELEV. J z cM�vy Q w FOR SPACING FOR SPACING U o d J to m 00 1 � � I oI W LWLU La >- w u- `� w o0 a O Z i o 1/4- MAX. SHIMS 15 ALT. Z M C) 0 -J 13 TYPICAL ANCHORS vs Lv az '- SEE ELEV. FOR SPACING ° q ` ...� a 1 • • • •t q L • _ _ _ •••••• f = a>, m Q •••• V N ••••• q 6 q • � • I = ••••• � w N �• ••• • TYPICAL ANCHORS m W 0 Q W • o ••.••� a a •• Lc} SEE ELEV. FOR SPACING q ' .e •• •• U ••• zz W .Q •••••• a O O •• PRODUCT REVISED • • • � z D z as complying with the Florida Does• ' ° Cod" ••: oboe Aceptan ©��v • pisatioan nate /20Z 1 •�0 O O O OO By ALT. 314 do For uct Can rul I 15 g N Engr: JAVAD AHMAD M ,tt o s INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER CIVIL FLA- PE # 70592 0 Ch 3538 Llv v n � r� dra1gwing no. EDGE DIST, v I W I 1 —05J it IN 2 3 2Uib ;sheet 4 of 61l 2.750 ITEM PART # QUANTITY DESCRIPTION MANF./SUPPLIER/REMARKS TION MATERIAL . - U 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T6 �� o .500 2 E502 4 VENT -6063-T6 - r- 3 FY108 AS REOD. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 IZ r 1.330 3A E505 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 © Z 062 38 FYI 09 AS READ. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 a W (4 4 E508 _ AS READ. SNUBBER - VENT, FULL LENGTH 6063-T6 - _ O I :21 078 2.821 4A E509 AS REOD. SNUBBER - FRAME, FULL LENGTH 6063-T6 - _ W M 0 1 893 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - 7 #10 X 1-1/4"- AS REOD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS 8 E203 AS REOD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAS U 9 E203 AS READ. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAS _ W2 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8" SDS aa � Oa � ) 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 0 a;{ tp`p a j FRAME HEAD/SILL/JAMB 12 - 6/ VENT KEEPER STEEL 0 N I 13 1/ VENT ROTO OPERATOR ZAMAK/STL. TRUTH 4' W (AW I 2.354 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY- ST. STEEL - -v LL Z t7 to m I { M _Q ri —1.330-115 FY120 AS REOD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 2.688 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS Q W .062 17 #10 X 1-1/4" 2/ SKATE FH SDS SKATE SCREWS 18 #8 X 3/4" AS READ. FH SMS SNUBBER SCREWS IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" O.C. �m U o 2.094 372 .500 769 19 - 2/ LITE SETTING BLOCK, 3/16" X 3/4" X 4" LONG EPDM DUROMETER 80-+5 SHORE A --1 J Q' J 062 2.813 20 FL8-50 - GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE o Go to .896 —2.611 21 - - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL SEALANT: ~ W 719 .590 1 FLUSH FRAME ADAPTER m ALL JOINTS AND FRAME CONNECTIONS SEALED WITH U) w 1.582! 1.750 SCHNEE-MOREHEAD SM5504 SEAM SEALER. UJ LLc PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. z .7r 3r 2� VENT V) © a_I ) Ln 493 LOCKS: Z _j � co 519 1.750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' � }.r AT FRAME JAMB z M LLOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL o o0 " FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. `i' W � .803 045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES 493 #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS •�' ••;' .. 1.047 14 CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT •••;•' '�`v'!W m ? •••• EACH FASTENED WITH (2) #10 X 5/8" P FH SMS """ !01 " GLAZING BEAD (5/16" IAM. GLASS) SEE CHART ON SHEET 1 FOR QUANTITIES "" '' i'—' � o 245 '••••' -�i �o o v"• � d .130 •••••• (� o ••• HINGES: ••'••' � L ••�• �— .780 120 4 BAR ST/ST HINGES #35.12.00.400 BY `TRUTH' PRODUCTRHnnSEI3 """ o ' a • 803 as convi ins with the Ftorida : ' ; `� z o ••:• 045 — LOCATED AT TOP AND BOTTOM CORNERS Buildtn$yCode �. • • "' • • FASTENED WITH (2) #10 X 5js' P PH SELF DRILLING SCREWS Aptarlo Cao-O�.�p ...• : N . , .... t� cQ 1.256 �I L1.172] E iratt Datc lZo�1 c �I A' g OPERATOR: By , 3A GLAZING BEAD (INSUL. LAM. GLASS) 4A SNUBBER FRAME SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' miami ado Product Co trot T m U o w LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS " 394 245 OPERATOR TRACK #30175 AT BOTTOM RAIL En9r. JAVAD AHMAO rs u g FASTENED WITH (2) #10 X 1" P PH SMS FLA PE # 70592 CIVILN \ _ 0 CA.N. 3538 r fl v .803 .050 J8�° '12Q ANTI—SAG SKATES i ku VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' 1.047 h- r ---� .720 ! i drawing no. (2} AT LOCK STILE AT 6--3/4" FROM TOP/BOTTOM RAILS � { 4 (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE / r W1 1 --05 3B GLAZING BEAD (7/16" LAM. GLASS) �} SNUBBER - VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. ,JUN 3 2015 sheet 5 of 6 , 0 U Lij LO O I O ti G $ z� l- w o <1 Q � H a 14 � 0 0 0 C J IQi Qi � U. r,r 14 c f1 0 0. vi c o w tri - o JaMQ w Q w � � r / ( mg rn ) J I co wi W w ~ N L c 0 (17 0N O oIn o C ) I I Z � . � Q 0 o W Wrn� � VENT CORNER FRAME CORNER a� • •••••• "b i a' • Ifl N CAV In LM4 logo •••• a x ¢ wIic t • • • 0 �i K •••• U wU, t7 •• 4 • • • U o o a o o • •••••• a 7 z z • • • • ••• • • • {fj N M_ N r ••• •• • C f3 • m 'F�] • *- N r Engr. JAVAO AHMAO n I o I! CML a ' FLA- PE # 70592 o j z E PRODUCT REVISED C.A.N. 38 as complying with the Florida Building Code.. Acceptance Tlo VV��✓✓ r�— �� Ex umnonDate J�Q,21, drowing no. BY JUP 2G15 W1 1 -05 I Miami a Product Co' sheet � of 6 ; O LU LU 53 1/8" 53 1/8" o WINDOW WIDTH WINDOW WIDTH rn 47 3/8" 47 3/8" Z % D.L.O. (FIX. LITE) D.L.O. (FIX. LITE) J o� NQ a � N 1 6" MAX. 12" MAX. 6" MAX. 12" MAX. W O O HEAD A HEAD ;t� m w HEAD A HEAD m w J c) CORNERS 3 < CORNERS 3 Q a o0 ID �v � QIL d' V rii 0 LUi M O F I I I I It > O < � SWEEP LATCHES W ii 0 N AT 12-1/2" 'i �. {' Q W -1of O II U. FROM ENDS M ' 4� i B i i TYP. \ X - I' LL z In W I W O I' II +I W F- ID N �p 0 I{ N C— t` O 11 h O a 0 _'c' ----t1---- +I N z z � U C3 e s p Z I II 3 J ! tD w tn 00 z 00Z t)t7 I �, I1 pp I N LIJ I•I I+ N Ci s In 6 W i C II j I I rn Z 6> I 3 11 � ¢ } E, I, II N ix a 4 7 - F- 0 r i 3 �r� FALSE MUNTINS NO ANCHORS AT SILL FALSE MUNTINS NO ANCHORS AT SILL y 0 — `I (SURFACE APPLIED)—/ (SURFACE APPLIED) j Z i; 00 OPTIONAL 47 3/8" OPTIONAL 47 3/8" tnZ} 00 00 D.L.O. (VENT) D.L.O. (VENT) a W a SPRING LOADED LATCHES O 50 3/16- AT 7" FROM ENDS /50 3/16- U r d I VENT WIDTH OPTIONAL TO VENT WIDTH w Ld cn:2rw- ECO-GUARD SERIES-100 SWEEP LATCHES ALUMINUM SINGLE HUNG WINDOW QUAL LiTES rrP. UNEQUAL L1TES {ORIEL TYPE} DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONS Q •••� . �� CHARTS SHOWN ON SHEETS 2. TESTED UNITS " u $ o • APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE •��' c o ig 4 6 '�' • ••• a �� U N w •••••• COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER • o • WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING L w d '� a :90000•;•• w MIAMI--DADE COUNTY APPROVED MULLIONS IN BETWEEN. gt b '•••• LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL "•••• a WILL APPLY TO ENTIRE SYSTEM. • ' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE '••'• o ,n o2 r2 :••••: REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY04 n ' • HURRICANE ZONE (HVHZ). 0 0 0 0 0 0 a m u a w WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. P ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS -� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Engr' JAVAD CIVIL i N ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. FLA. PE 7G992 N CA.N. )31 `� NOT PART OF THIS APPROVAL. PRODUCi'REVISED 5; m a A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ascomplyiingwith dwFludds � Building Code A r� O j � � ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. AccepuinceNo:t.7 C 23 20 5 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT iHr*1).deaP2r9ductC,'Mtfo COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE � W09-08 REQUIREMENTS OF THE FLORIDA BUILDING CODE. h4 �f sheet =10f=6 EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS 0 WIDTH WIDTH4 F w DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF Co I GLASS TYPES GLASS TYPE GLASS TYPES FLANGE DIMS. 'A', 'B' & 'C' FLANGE DIMS. 'A' 'B' & 'C' co � Z WIDTH HEIGHT EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 10z 19-1/8" 75.0 90.0 j i9-1 J8" 75.0 90.0 75.0 90.0 �" W tNo Qj 24" 75.0 90.0 24" 75.0 90.0 75.0 90.0 / O e o 26-1/2" 75.0 90.0 26-1/2" 75.0 90.0 75.0 90.0 M ;/ 32" 26" 75.0 90.0 32" 50-5/8" 75.0 90.0 75.0 90.0 4 �. IL 37" (3) 75.0 90.0 37" (5) 75.0 90.0 75.0 90.0 a x 40" 75.0 90.040" 75.0 90.0 - 75.0 90.0 a = N 48 "75.0 90.0 48" 75.0 90.0 75.0 90.0 (na 0 LU O 53-1/8" 75.0 90.0 53-1/8- 75.0 90.0 _75.0 90.0 0 0 a Q a 75.0 90.0 ' 19-1/8" 75.0 90.0 75.0 90.0 z co ap 24" 75.0 90.0 75.0 90.0 z t� l,'i. w ?� M 24" 75,0 90.0 /' `t �_ ~z= 1! N LL 26-1/2" 75.0 i 90.0 26-1/2" 75.0 90.0 75.0 90.0 0 °i t'z LL Z to M 32" 38-3/8" 75.0 90.0 --- 32" 63" 75.0 90.0 75.4 90.0 O r - ,j t7 PN'i!s ,j 37" (4) 75.0 90.0 37" (6) 75.0 90.0 75.0 90.0w Q W 40" 75.0 90.0 40" 75.0 90.0 75.0 90.0 I<- 48" 48" 75.0 90.0 EQUAL LITES 48" - - 75.0 90.0 o UNEQUAL LITES (ORIEL TYPE) z � a 53-1/8" 75.0 90.0 1 53-1/8" - - 75.0 90.0 J 19-1/8" Ln 75.0 90.0 19-1/8" 75.0 90.0 75.0 90.0N -I I Ln 24" 75.0 9000 24" 75.0 90.0 75.0 90.0 F o 26-1/2- 75.0 90.0 ai 26-1/2- 75.0 90.0 75.0 90.0 w = 32" 50-5/8" 75.0 90.0 L 32" 76" 75,0 90.0 75.0 90.0 q W 37" (5) 75.0 90.0 37" (7) �- - 75.0 90.0 0. Z, w w z }- w LC 40" 75.0 90.0 M 40" - - 75.0 90.0 C:) (!1 of co 48" 75.0 90.0 48" - - 75.0 90.0 0 rn 53-1/8" 75.0 90.0 53-1/8" - - 75.0 90.0 +� w U o r7 19-1/8" 75.0 90.0 Z iz C3 in 24" 75.0 90,0 a TO QUALIFY FOR SMALL MISSILE IMPACT RATING � Z � o 26-1/2" _75.0 90.0 EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. a z0 32" 63" 75.0 90.0 _ 0 0 O 't 37" (6) 75.0 90.0 w p U LL1 t 1/8" HEAT STREN'D. GLASS w W 40" 75.0 90.0 Q U 48" 75.0 90.0+ 0 5/16" AIR SPACE PRODUCTREVISED 53-1/8" 75.0 90.0 z as Complying%viththe Florida • • . / 1/8" HEAT STREN'D. GLASS 8uitdingCode j> � •• • • • , N 1j8" HEAT STREN'0. GLASS 3/16" HEAT STREN'D. GLASS vv , � • 19-1/8" 75.0 90.0 N AcceptanCsNo ••• • w 090" Interlayer 090" Intarloyer DuPontButoc to PVB uaon�� 2� ••• , s :••.•: 24" 75.0 90.0 s DuPont Butacite PVB DuPont Butacite PVB o 26-1/2" 75.0 90.0 I? By 'Kuraray America, Inc.' By 'Kuroroy Americo, Inc.' By 'Kuroroy America, Inc.' By ,'0 , = JS • • vli a Product Con ••• ' S 32" 76" 75.0 90.0 ° Wog w •• •• a 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS •••• • r ,,,,� 37" (7) 75.0 90.0 Z •••• • y b, ,S a •••••• o • 40" 75.0 90.0 a � 0 w SILICONE SILICONE w SILICONE • ' • z d z •• 48" - 75.0 90.0 �- • • Z z m DOW 899 z m DOW 899 z m DOW 899 • . •"••• 53-1/8" 75.0 90,0 • Cn N � ; , • • • 16 I ca 16 II I' in 16 ; •e {� o41 L0 7 •••••• • • 21 p oyrn I m N 0 0 0 0 0 • I I 13 1- C 4 m U O W II I i i I SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS o $ ' 21 SA ' 21 88 21 Engr: JAVAD AHMAO CML < AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES AT 1/4 POINTS FLA. PE I) 70592 0 ; 13 13 13 C.A.N. 38 >. WIDER THAN 36" ONLY WIDER THAN 36" ONLY 24 ALL SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' J y NOTE: GLASS CAPACITIES ON THIS SHEET ARE GLAZING OPTIONS fj �'�c� droving no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) " W09--08 AND FLORIDA BUILDING COMMISSION _ DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 6 I BY TYPICAL ANCHORS WOOD BUCK I SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ca ap 0 a \io _ EDGE'OIST. MIAMI-QApE COUNTY APPROVEQ° O ° a ° '° " METAL MULLION & MULLION ANCHORS o � O. ° ° a . " n . EDGE DIST. STRUCTURE EDGE DIST ~ °D SEE SEPARATE NOA � S � Z n � EDGE DIST. F W mc'j Q Q �` N a I o � 0 ' ' ` a S 0t e s Cf TYPICAL ANCHORS TYPICAL ANCHORS 0 d Q C � SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 0 aZ{ ►• a a �n i i LLZ � - o ao i 20 lA J 0 (m(� y� o ii I l Q W ri$ v WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW, g U 0- MUST MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J o) AND TRANSFER THEM TO THE BUILDING STRUCTURE, -i co m OPTIONAL TO vi BOTTOM LATCH TYPICAL ANCHORS: SEE ELEV. FOR SPACING ui W M 114" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) j F Ix 14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES fy 00 p ,J 5 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) CD � (�`� q 1 q THRU 18Y BUCKS INTO CONC. OR MASONRY w O C) to z X 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) w Z . W j is 2t 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) � z I LO DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) w W w a I z #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) o = INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8'�• • z INTO METAL STRUCTURES •••• _ • F •••••• 0 11 �`' STEEL : 1/8" GA. MIN. (Fy = 36 KSI MIN.) �••• ° a 0 :....; see = o • w 1 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) go* a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) so:* , 9 w *•:*•. &nW .•.•. 6 TYPICAL EDGE DISTANCE .... a v Z a- mi 0 ••• • . . I 11A INTO CONCRETE AND MASONRY = 2-1/2" MIN. • • > ease;. j INTO WOOD STRUCTURE = 1" MIN. a M a �••s•� 15 18 INTO METAL STRUCTURE = 3/4" MIN. as r •. • 2 I t 4A WOOD AT HEAD, SILL OR JAMBS SG `- 0.55 MIN. a o 0 0 0 0 2 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. Iv r- < m v a w C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. b PRODUCT REVISED m as complying with the Floods o d BuildinCIVIL g Code .. /��! / v En9r: JAVAD AHMAU a- de ° Acceptance No V T V •a+.� FLA PE 7C592 0 \ A a E heti Date ° .� ��29 C.A.N. 538 • �, y SEALANT. otluctCo o drawing no. ° ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ' " W�g-08 JOINT SEALER. sheet 3 of 6 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS C; 1 - FY101 1 FRAME HEAD -_ 6063-T6 - o 2 FY115 1 FRAME SILL 6063—T6 — co O 3 FY103 2 FRAME JAMB 6063--T6 - O FF J 4 FY104 -- 1 FIXED MTG. RAIL 6063-T6 - w d 5 FY105 1 VENT TOP RAIL 6063-T6 - di a N 6 FY114 1 VENT BOTTOM RAIL 6063-T6 - /a' O C U --- - 0 W tM U 7 FY107 2 VENT SIDE RAIL 6063-T6 - d 0 8 FY108 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - Ifg 00 a 8A FY109 AS ROD. GLAZING BEAD (7/16° LAM. GLASS) 6063-T6 -- MIAMI-OADE COUNTY 88 FY110 AS ROD. GLAZING BEAD (iNSUL. LAM. GLASS) 6063-T6 - ~T a Lu M M APPROVED MULLION 9 FY116 2/VENT SASH STOP 6063-T5 - C 0 Q SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 11 FY113 2/VENT SPRING LOADED LATCH, AT 7" FROM ENDS 6063—T6 — C o) 0~0 11A - - 1/ LATCH LATCH SPRING ST. STEEL - A a W O 12 SL203P 2/VENT SWEEP LATCH, AT 12-1/2" FROM ENDS ZAMAK SULLIVAN & ASSOC. LL Z 0 12A #8 X 5f8" 2/ LATCH LATCH INST. SCREWS — ST. STEEL FH SMS a w 13 - AS REQD. SETTING BLOCK EPOM DUROMETER 80±5 SHORE A L 14 #8 X 1" AS REQD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS - - - - _ - "14A #8 X 3/82/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS () o _ — _ _ _ J J uO1i 15 E207 AS REQD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB 4 J I - - -- 16 -E203 AS REQD. GLAZING BEAD BULB - SANTOPRENE ULTRAFAB 00 _ _ __ ro E 18W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB z 13_ o + + 19 FYI 17 4/ VENT SASH GUIDE R_ CELCON M&M PLASTICS ui Ld in 19A #6 X 3/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE Bj V) W WINDOW WIDTH WINDOW WIDTH 20 F210 2/VENT SASH BALANCE - - SUPERBOOST BY BSI o¢ V) m 20A #8 X 5/8" 1/ BALANCE BALANCE INST. SCREW - P FH SMS o N 21 - AS REQD. GLASS SPACER SILICONE FRANK LOWE CO] 4 M 22 - 1 5/16" BOX SCREEN - OPTIONAL � z co 23 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL n 00 Z} TYPICAL ANCHORS 24 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL J SEE ELEV. FOR SPACING I p o U �w w LLI rn, �•._/ 1/4 MAX. O 1/4" MAX. VENT WIDTH SHIMSi 8Y i/4' MAX. METAL •••• : ' • 0000:0 �• in • SHIM 19 WOOD BUCKS SHIM STRUCTURE •••• • L ••••s• • 18 7 20 •• ,• • � � � v o �, � .••• S so U r V :••••: Y0 p v TYPICAL ANCHORS r o - ••• ° o t ••••• + SEE ELEV. TYPICAL ANCHORS •••• ` i6 s w SOLO r SEE ELEV. •• • y �- •••••• 1 /2 - - - - - - - -_ - - - - __ __-__ _- - ° FOR SPACING • V a Y _ - - - -- - -- -- --- __ __- - - __-_- _ - FOR SPACING •••• °� 0 •• • • • •••••• 040 O �n _ 1 1/2n VI •• N .t v� •••••• W — - - - - - - - - - - — - - CONC. W O Q ,A � o � • • - - - - - - - _ SCREEN OPTIONAL-------- 1/4" Cn t� } o 0 N 0 0 tv 3 W MASONRY o W p ¢ m v o w SYa W � C ° C7 UriW EXTERIOR Engr. JAVAD AHMAI) N a ° p CIVIL FLA. PE # 70592 a `� D.L. OPG. CAN. 3508 0 • m � WINDOW WIDTH Bcomplying nAgatc � ?t✓d40 e l idtn8Co �~ b . drawing no.AoceMa»ce N 015 W09-08 By ki Miami do Producto sheet 470:f=6 TYPICAL ANCHORS EDGE DIST. SEE ELEV. FOR SPACING o TYPICAL ANCHORS METAL MIAMI—DADE COUNTY APPROVED rn SEE ELEV. FOR SPACINGEDGE DIST. STRUCTURE MULLION & MULLION ANCHORS Z 3-.a o ° N SEE SEPARATE NOA O z EDGE D rr ° a ' IST. I' ao a� -A t IL 0 0 J � O � F l � i I \ \ p M �/ M ALT_ 0 fL Q G rri 0 TYPICAL ANCHORS K O N SEE ELEV. FOR SPACING ur 3: k cj zW m t7M a W �� U o J LO _j I Ln o m z � � to W M ?N— w LZ o N °° rn M CO cv oM 1/4" MAX. Z L` 00 SHIMS ALT. ¢ Z}" o 0 :.2 TYPICAL ANCHORS o •.� • SEE ELEV. FOR SPACINGa •• w T.• ••.••• • • ••• sees•• ��._ i sees• • • "'��--- sees sees•• 1 1/2"' sees• � �, sees• bC C. '^ m N 'r � • • sees• N N — N •sees vx w MASONRY •s•s• ,W, g v o u •• t�aiio d • • V n V PR Ucl •sssi• N • • b e C Y'1 10 e•'i Q r C P 0 0 0 0 ALT. ¢ N � n N INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAD AHMAD r o CML I N FLA. PE # 70592 0 � v . . . ., 9 o C.A.N. 3538 v 4 PI(ODLICT REVISED 4 .d a ns sutnplying tii1llt 1lre(Florida a Building CodeA."ptWice No / .. P V 9 p �' Ex iradon 1)asc drawing no. Wog-08 By Product Consr �c sheet 5 of 6 r Imo---2.760 �1.2st �i o W 00 062 �) 14 0 - � 1 z 9 3 1.688 750 1.07818 .062 14 0 $13 -� 2.750 ^ Z Q W O c 0 2.812 1.140 0 W 9 v 0 FRAME HEAD I i 1.202-1 2.061----- -2-874------ 2.$74 C 0 >" 8 0 a ¢ Q ,l �} FRAME JAMB 0 a T W tuL 062 z.1$$ u. a " 1.375519.519 .394 130 f I z N LO M � � f Jwm � .045 .803 .050 .603 .045 .803 Q 1.422 FIX. MEETING RAIL O-�I 1.047 �I 1.047 88 -'i 1.047 U o J 1.340 GLAZING BEADS J Ina 1.434-1 N Y :2 0 (A W M 1.250 .062 14 } W 2.063 1.067 062 1 140 Ly .621 �� w O oLA 1,1401 Q Ln (nZ .LL- � Q VENT TOP RAIL O VENT SIDE RAIL n z -2.027--1c=a 0 -l-- i U *10 J v Warn � W • • w •••• 9••9•• ® •• • • • • •09•• • 0000•• / • c Ft 0000• IQ 062 de5 2.773 0000 :0009: 1.2454 .. 1.445 0 'o W • • 1.929 1.750 0000 0000• ° •��• N �• C Z 00000 • 90 •• 0 r N r' 0000•• 0000• z g 0 s• : • � a fir' • 1.140 �6 •9.9•• : .' °'� Z � � '93' ;0000: (�6 VENT BVENT CORNER DETAIL BOTTOM RAIL tl SPRING LOADED LATCH •• 2.974 f N N N2 Q �2 ,n C � N q � N MJF! 4 N 0 a m u 0 W .062 rn o 3.002 En9r. JAVAD AHMAD cv 2.688 FRAME CORNERS DETAIL CML N .062 FLA. PE # 70592 ..��11 C.d.N. 38 " PRODUCT REV1S[iD m 500 us complying wills Ile Florida " v y 769 Building Code 874 Date:i. V I 500 Acceptonco No LO .Y_._ � `j �a�5 drawing no. • !y„ k---2.750 By J W09-081 Q FRAME SILL 23 FLUSH FRAME ADAPTER Product sheet hof 6 ' .• , 2.888 1.608 WINDOW WIDTH cV FALSE MUfMNS 500 769 (SURFACE PP10NAt�. DL. OPG. 4 d 8j78 I A -7 V 7.000 P. 2.891- P _ 0. o .062 O FLUSH FRAME ADAPTER Q„ tom--- 2.760 Igo O FRAME HEAD/SELL/JAMB 0 COma .750 it tl � p .81It 9 13 03 � � Il Tl � ��fl it 11 �IIrr U .080�Ik- GLAZING READ o tt ti U A • n it it u i' 1.070 �==_= �,,,��, it E1 .375 It It Oso jit t� 00 ANCHOR COVER 00o to to z .>� 64 I=, 12 MAX. c z s+e • HfAD/SILL HEAD/Slit. •••••• CORNERSUp . •0 TYPIC& ELEYA-71 ECO-GUARD SERIES--30n . • , ' • ...•. • s ALUMINUM FIXED WINDOW ; '� � ; �•••• DESIGN LOAD. RATINGS FOR THESE WINDOWS TO BE AS PER I"SS 01-0. 8 0 •• CHARTS SHOWN ON SHEETS 2. c ....;. D.L.O. HEIGHT WINDOW HEIGHT - 3.825 0 . . . APPROVAL APPLIES TO SINGLE UNITS OR SIDE•BY SIDE D.L.O. WIDTH WINDOW WIDTH - 3.$25' • i.•.•s COMBINATIONS Of FIX./FIX. OR FIXED WITH OTHER �S . ; • • WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING • MIAMI--DADE COUNTY APPROVED MULLIONS IN BETWEEN. as s e6mpC"F RENytngevllitthettl8f' BoIdfag LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL dIng Code r s. WILL APPLY TO ENTIRE SYSTEM. AcccptanceNS Ex�tlrollon Date° e P 71 THIS PRODUCT HAS BEEN DESIGNED ANO TESTED TO COMPLY WITH THE ` / REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY By,2f 1(^ HURRICANE ZONE (HVHZ), hlfantt�)�iis P�'odtscl Contri* I r / WOOD SUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO 7FIE STRUCTURE. — te9r: JAVAO AHS I'ROAlIC'I'RL'V1513D 4 " THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. q, as roniplyin8»ith the Amida ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS SHUTTERS ARE NOT REQUIRED. Fti:PE' "70 a'i2 Btdldfog Code c s. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C A N. 38 Amptwe No E IretIon Date `�%t1l�. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ,_ USA NOT PART OF THIS APPROVAL, y A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, Miam' ASC I'r0 RICt Cb ff6 dravAng no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS THAT � � to's � � W09----20 I& COME INTO CONTACT WITH OTHER DISSM MATERIALS SHALL MEET THE R£OUIR£MENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sltea#1:0 DESIGN LOAD CAPACITY -- PSF DESIGN TOAD CAPACITY - PSF w " " IfIND01T DIMS. CLASS TYPE 'C' GLASS-TY-PE 'D' WINDOW DIMS. GLASS TYPE 'C' GIASS TYPE 'D' 3/16 ANN. GLASS 3/16 HEAT STR£N 0. GLASSI WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT,(+) INT.(-) WIDTH (V1) LENGTH (L) EXT.(+) INT,(-) £XT.(+) INT.(-) .090" INTERLAYER .090" INTERLAYER 24' 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 z BUTACITE PV8 BY 'OUPONT' SENTRYGLAS BY 'DUPONT' 2 30' 75.0 80.0 80.0 80.0 37 75.0 80.0 80.0 80.0 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS 36" 75.0 80.0 80.0 90.0 53-1/$" 26 75.0 80.0 80.0 80A 0. 42' 36' 75.0 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 O ro v SILICON£ SILICONE Or 75.0 80.0 80.0 90A 26-1/2' 750 50.0 80.0 90.0 DOW CORNING 899 DOW CORNING 899 " GE SCS 2000 + GE SCS 2000 54" 75.0 80.0 80.0 90.0 37 38-3/8" 75.0 80.0 80.0 90.0 0 A • 60' 75.0 80.0 80.0 90.0 53•-1/8- 75.0 800 80.0 90.0 ® j h l t 1 66" 75.0 80.0 80.0 90.0 74" 78.0 80:0 80.0 90.0 e 4 i { a 4 {j j m i m 1. 72' 75.0 80.0 80,0 90.0 26--1/2' 75.0 80.0 80.0 90.0 o a a dt 5 24' 75.0 80.0 80.0 90.0 37° 50-5/8' 75.0 80.0 80.0 90.0 ® �14,0 II ti ti 11 30" 75.0 80.0 800 90.0 53-1/8' 71.3 76.0 80.0 90.0 U 38' 75A 841.0 84O 90.0 74" 71.3 73.1 80.0 80.0 42' 48` 78.0 80.0 80.0 90.0 26-1/2" 75.0 SOA 50.0 80.0 t 48' 75.0 80.0 80.0 90.0 37" 63' 75.0 80.0 130.0 90.0 Q tX 1-1/4" SMS 18 X 1-114" SMS 54" 75.0 80.0 80.0 90.0 53 1/8" 87.9 72.5 80.0 90A A3-1/2" FROM ENDS AT 3-1/2 FROM ENDS 80' 75.0 80,0 80 8 80.0 26-1/2" 75.0 80.0 80.0 90.0 AND 10" O.C. MAX. AND 10" O.C. MAX. 75.0 80.0 80.0 90.0 37" 76' 75.0 80.0 1 80.0 90.0 GLASS TYPE 'C' GLASS TYPE 'D' 72' 75.0 76.6 80.0 90.0 53-1/8' 67.9 69.9 GLAZING OPTIONS 24" 75.0 80.0 80.0 90.0 30" 75.0 80.0 80.0 90.0 36" 75.0 80.0 80.0 90.0 W '� 42' 75.0 80.0 80.0 90.0 a 4$' 60' 75.0 80.0 80.0 80.0 {/}a co 54' 66A 71.3 80.0 90.0 60" 80.2 64.2 80.0 90.0 L `res � 1 � � 66' 80.2 64.2 80.0 90.0 W. WIDTH 72' 60.2 64.2 80.0 90.0 WINDOW WIDTH W�H� W. "� Z �'- -� 24" 75.Q 80.0 80.0 80.0 • � •� •••••• 0- - r - __ 3D" 75.0 80.0 80.0 90.flTI „ t� �!�, • 75.0 80.0 80.0 90.0 $ os2 • •••••• J ( 3 42" 72" 75.0 80.0 80.0 90.0 :•••• 48 75.0 '76.6 80.0 90.0 NOTE: • • • I f g 54" 66.8 71.3 50.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN HE ORIENTED • • � • 0 •0 000000 3 ' ' VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. • • 60' 60.2 64.2 80.0 90.0 •• ••••• 24" 75.0 80.0 80.0 90.0 WINDOW 1VlDTF1 WINDOW WIDTH .-WINDOW V!{DTH 75.0 80.0 80.0 00.0 MODUCT I1F.NF5VFrpG � • • ••••:• 0 F •••7 36' " 75.0 80.0 80.0 90A Bolding ivltit fhe F'lorTk • �� o �• i••••i 'I r ` 42" $4 70.0 70.0 80.0 20.0 i�Qcept ce N �,4 _J` � � • • • �ttt�tA73Ct LYONi a • 48" 65.6 65.5 800 80.0 >k;yptrANoA Dater;;,• 10 • • r 1 54" 64.3 64.3 80.0 90.0 t3y q 78.0 80.0 80.0 90.0 A1iant'DedePt'udnctCoatm4 I 3 Vl. V60TH 30" 75.0 80.0 80.0 00.0 !_ f o c L -1 36 96 75.0 76.2 80.0 90.0 . NOTE: S o 42" 64.6 64.6 60.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE a m WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH ( 48" 59.9 592 800 90.0 BASED ON ASTM E1300--04 (3 SEC. GUSTS). 24" 75.0 80.0 80.0 90.0 I- "L f 30" 75.0 80.0 80.0 90.0 Engr:-JAVAD ARM PRODUCT REVISUD N r 36' 108" 74.5 74.5 80.0 90 0 CMI. m Complying with Ibe,71otlda " C.A.M. 70592 Acce{ng Code f t 42 61.5 69.5 80.0 90.0 3538ACc>;gtAna:No 0$ L -A 24" 75A 80.0 80.0 90.0 Notation Date 1 i3 30' 120' 75.0 80.0 80.0 90.0 j wnI ale Product Ca cn! drawing no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 38" 74.5 74,5 80.0 90.0 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS W09-20 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPeS, slieel 2 0f TYPICAL ANCHORS U IDY OOD BUCK WOOD BUCK I SEE ELCV, FOR SPACING METAL TYPICAL ANCHORS OR w STRUCTURE: SEE ELEV. FOR SPACING � N MIAMI—DARE COUNTY APPROVED %VOOD ST TUBE ` Q° a q v ' 4 a a b,d `'$ a MULLION & MULLION ANCHORS eS 4 z •,a s t1 a e 4••• SEE SEPARATE NOA �z I • ' - IL �I jj '.I• tai � � U �po �i ro ! �! TYPICAL ANCHORS 7Yf+tClL ANCHORS j ! SEE ELEV. FOR SPACING SEE ELIEV. FOR SPACING TYPICAL ANCHORS- SEE. ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO VIDW. !� _! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J./ DIA, TAPC(ZN BY 'ITW' (Fu=120 KSI, Fy=82 KSI) !} �� AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES !! 'I 1-3/8" MW. PENETRATION INTO WOOD W to i! i't THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ic DIRECTLY INTO CONC. OR MASONRYjj 01-1/4" MIN. EMBED INTO CONC. OR MASONRY gm� o W I 14" DIA TEM OR SELF ORILUNG SCR WS (GRADE 5 CRS) INTO METAL STRUCTURES � z II it STEEL : 1/8" THK. MIN. (f y = 36 KSI MIN.) t' 2 '"`• •• W i !i �I ... .. ij if ALUMINUM 1/8 THK. MIN. (6063—T5 MIN.) � � �,•� a� • i �i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) U w•�, •• • i• !I jl it #14 SMS OR SELF SCREWS (GRADE SCR (GRAD£ 2 CRS) .•.. ! INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. .090") • • • T• SHIM SPACE) . • . •: ••••• (NO • TYPICT N • !! INTO' CONCRETE AND MASONRY - 2-1/2" MIN. • ...... INTO WOOD STRUCTURE 1" MIN. 1 I INTO METAL STRUCTURE 3/4" MIN. �: �•••• CONCRETE f'c 4 3000 PSI MIN. x z :I .y C-90 HOLLOW/FILLED BLOCK f'm ¢ 1500 PSI MIN. d !I Ul tv r� .2 a ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Qj- JOINT SEALER. < o I iv Engrt NZ AM,M PRODUCT ROV118I30 a o ; f aAoxicrumEwn F c ti 2 Building cr4lL as Code With the Flurldo o Q 44 a e• �.• I 4uId1uR t AcocPt:uuao Alo 10 si _ �, - 4 '9 .a �•D _ ACcepta�ce Itle 'L $ Plrafiall Date v` v 4 _ a•. 4 _ n a• A e p •p Cxpirallon� f BY ;+M n&e Product Contr drowing no. r•:- •-a •_•�:. _ I 1 TYPICAL ANCHORS ...'-; -- ••. I TYPtCAL, ANCHORS py �? ' k3 j SEE: ELEV. FOR SPACING WOOD siiC$IYc OF R BPAC,ING h11am n€Ate �A W09-20 " -'f `•�' sheat 3 of 5 U • ffim # PART 1 RRQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS N 1 FY3fl 1 2 FRAME HEAD/SILL/MAB 6063- C6 — 1 1 je" THK. to a 2 FY302 AS REOD. GLAZING 9iEA0— 7/16' GLASS 6063—T6 -- ALUM STRAP 8 z 3 FY303 AS REOD. ANCHOR COVER 6083—T5 -- 6 Q 4 E203 AS REQQ. GLAZING BEAD BU9 NEOPRENE ULTRAFABOL .15 �-FLO-50 1 GLASS SPACER — 1/8" HIGH SILICONE FRANK LOWE '/ A g 02 S X10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS t'• — 7 FY120 — FLUSH FRAME ADAPTER 6063—T6 OPTIONAL • D tr v o 13 ' 0�QQFi �\ 0 4 N WELDED 4 JOINTS MIAMI—DAOE COUNTY APPROVED-MULLIONRECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS APPROVED A � SEE SEPARATE NOA TYPICAL ANCHORSc SEE ELEV. FOR SPACING �. D.O -H DSTAIIS t}Jf ap t7 I, �S ;; � Qoto r. UU � .... . TYPICAL ANCHORS • . ' ' .... SEE ELEV. FOR SPACING • • • • 1 4 MAX. • • WINDOWVADTH WINDOW WIDTH • • • • lobs** 1/4° MAX. SHIM • '� • •a•.i• SHIMS • • 1/4" MAX. �\ SEE ELEV ANCHORS TYPICAL ANCHORS ; I3 } • • • SHIT� tom(,✓J FOR SPACING FSEE ELEV. OR SPACING • � v `` • i i �••••� • a I)RODUCT RENIEWCrr z 3 _ As ebaiplying with the Ftorvft v_o 'BuldingCode o. Acceptance FNe Ir;r 7 c u METAL SIFIrallm DaterA 6 c STRUCTURE �1f 0 5 b Dy mOQmn -............. - - - - - - - - - - — — — — ------------------------ 2 — - - — Q —'! 2 WOOD B K o '' �1R _ Engr: *&AD AHM iPROD9f MVISHD i o / WOOD STRUCT CIVIL as cwnplying with the Florlda a FLA. PE 1 78962 Banding Code O A 3538 Accmb 14.98Y EXTERIOR q 1YOOD .BUCKS .L � a $D.L. OPG. gmW ; no. j 5 2��N -20 WINDOW MOTH sheet 4of 5 METAL � o STRUCTURE (� 04 TYPICAL ANCHORS TYPICAL ANCHORS MIAMI—DADS COUNTY APPROVED o SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS SEE SEPARATE NOA I I o ALT. a Q a no: � a TYPICAL ANCHORS a 3; SEE ELEV. FOR SPACING • a ' N g .9 tc w Woo ati 3 00 oM • 1/4!1 MAX SHS ALT. •• z ~ •• ••••i• 0 • • 0000• • • •• ••00• e 4 04 • • • 0 ' • 000000 TYPICAL ANCHORS g w i tK '• • •• SEE ELEV. FOR SPACING ..A �tMODUC'� liEi�t;%Vlsfi �►s+gb�plying wlth the 1Floft L9ttldlegCode ��^^ /lceeptonee Pio "C'y f�r��p C N L > t p�iratl �0t2 �R A t •r By f, � 4awn ALT. fillam Tll�te P:bAtfttGa ` j � INSTALLATION DETAILS WITH PLUSH FRAME ADAPTER Engr. ,IAVM-MKtao PRODUCTREVIS613 IT CML as com 1 In with tbo Moddo FMAJ 7Q592• p�� 1 Cai.t. 3$388 Building Code Aa ceplance Nombro, ) • '•9_p - � 14 n H - •II 9 9• - Irolionl�kC e � 9 V' r, �i� By (/ drowing no TYPICAL ANCHORS Mi ade prudut COntr¢t } SEE ELEV. FOR SPACING t,� 109---20 sheet 5 0[ 5 o i h si j- g z II II I IIrI , a T IIS--jI 4.000 Il TYPICAL ot — ��GLAZING PRODUCTti ? Q ei cf no: 0 IL > 9.000 0 °uar'oa TYPICAL WINDOW FRAME i JL_-- ELRSLII �• Z " �I LO _ -- ,r---I --�I J L7 MN E .) 6.000 if it 3.000 4.000 U o rn CIO Z to TUBULAR SHAPES O0 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. L2.000—AALLOY = 6063—T6 AND CAN BE USED WITH ALL MIAMI—DADS COUNTY APPROVED ul W M IMPACT AND NON—IMPACT RESISTANT PRODUCTS. .� x Uj >' LU LL MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS Mu°r_° RECTANGULAR ALUMINUM TUBE MULLIONS HORIZONTAL OR VERTICAL USING MULLION PROPERTIES ONLY O o SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 0a — SEE NOTES: z z_ i; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE �,� ••••.• REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ••.• :D o • HURRICANE ZONE (HVHZ). -1 0 `t • • •••� Q O 7 fi J •••••• ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE ••• [lj cn0 • APPLICABLE BUILDING CODE REQUIREMENTS I.E' WIND LOAD, WATER •000*: INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. g••• • 0004 goes* WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • LOADS TO THE STRUCTURE. • . • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT • TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). �•s� • o e ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS • c g e s • e ARE NOT PART OF THIS APPROVAL es o • e s 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. C • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO o CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: o USE CHARTS AND GRAPHS AS FOLLOWS. STEP I a� o DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 L FOR PARTICULAR OPENING. STEP 2 USE MIAMI—OADE COUNTY APPROVED GLAZING PRODUCTS a MEETING ABOVE LOAD REQUIREMENTS. Engr. JAVAO AHFIAO STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CIVIL j N APPROVAL. FLA. PE 1 70582 ;n � 0 USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH Appmvci4 r.-,cx)j)jpIVi`ng titer e C.A.N. 3538 � e STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Florida l3u �':i►dii Cts, $ t IN STEP 1 ABOVE. tlj °" . 6�� X1,6§ 1 USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS l�l�i��"' E1 20 drowing no. STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING P.,i� ry1>;,•;� 1� d,,.rr,, ,,,,� MORE THAN THE DESIGN LOADS SPECIFIED IN STEP t ABOVE. M14-01 ili1' sheet 1 of g 3 1.000 125 'I 1.000 j� 2.000 125 2.000�--f.125 2.000�--f.250 o .375 d �{ 1.000 z 1.000 j^�- 125 I� .125 .375 z J 125 .125 IL C 4.000 125 4.000 4.000 3.000 3.000 125 d' G h 6.000 6.000 V Q e� �� 375 .375 .125 .250 Q IL Q 'i IX = .9502 IN\4 Ix = 2.0374 1N\4 IX = 1.538 IN\4 IX = 3.1878 IN\4 IX = 2.9762 IN\4 Z Uj; O Sx = .6335 IN\3 Sx = 1.0187 m\3 Sx = 1.0254 IN\3 Sx = 1.5939 1N\3 Sx = 1.4881 IN\3 u1$ p- 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 Q STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION STD. MULLION 6063-T6 6063-T6 6063-T6 6063-T6 063 6 U o rn to IX = 8.2757 IN\4 Ix = 15.2031 IN\4 Z J to Sx = 2.7586 IN\3 Sx = 5.0677 IN\3 O — 2 mo _i 2 tr) 2 X 6 2 X 6 W M STD. MULLION HEAVY MULLION 6063-T6 6063-T6 WQ7 � co i. D r F- O O n ui � 0 — . I Z Z plus 00 . .:2 v .%� 0000.. .. .D . M . ... •..: Q N Q 0000.• 0000 U r w W rn • 0000.. ... • . . . • ... 00.00 00000000. .. . . . 0000.0 0000 . • 0000•• • • • .125 2.125 .125 2.125 �•.• 2 • • • 0000: 125 TVP. TVP. Acpsuv� seg a�n lyI �;:cls 43se • plj* i ilP A111) 5.500 5.500- 41 .500 �2.000 �I 1 o Eff .N NOTCH NOTCH � OPTIONAL 1/2. OPTIONAL MIN. MIN. a Engr.JAVAO AHMAO CIVIL 7 FLA. PE # 70592 _ 0 1/2' C.A.H. 3538 a (OD 1/2- r 1/2" ?AIN. MIN. Z u FAIN. e MAY 11 2014 drawing no. ANGLE CLIP MULLION CLIP MULLION CLIP M14-01 6063-T6 6063-T6 6063-T6 sheet 2 of g DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 1 X 4 1 X3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1X3 1 X4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1X3 1 X 4 1 X3 1 X 4 2 X 4 2 X 6 2 X 6 o WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVYIYIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD, STD. HEAVY 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - 59.3 55.3 120.0 120.0 z % 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2" - - - 42.8 39.9 111.0 120.0 ® t4 p 30' 120.0 120.0 120.0 120.0 120.0 120.0 1 120.0 30" 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30" - 37.8 35.3 98.1 1 120.0 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.6 79.5 120.0 Q 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42" - - - 27.0 25.2 70.1 120.0 R .. 48" 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 74-1/4" 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48" 120" - - - 23.6 22.0 61.3 112.6 0: 0LL 54" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.1 0 V 60' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60" - - - - 49.0 90.1 66' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66" 21.6 46.3 35.0 72.5 67.7 120.0 120.0 66" - - - - - 44.6 81.9 0 G 72" 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72" - 42.5 32.1 66.5 62.0 120.0 120.0 72" - - - - - 40.9 75.1 Q' Q p 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8" - - - 44.5 41.6 115.6 120.0 0 � C 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 37.2 79.7 60.2 120.0 116.4 120.0 120.0 26-1/2" - - - 32.1 30.0 83.4 120.0 a u `,.+,LL 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30" - - - 28.4 26.5 73.7 120.0 I"L Z 0- 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37" - - - 23.0 21.5 59.8 109.8 Q W ly! 42" 120.0 1 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.4 50.3 38.0 78.7 73.5 1 120.0 120.0 1 42" - - - 20.3 - 52.6 96.7 itf ei 48" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 84" 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48" 132" - - - - - 46.1 84.6 54" 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54' - 39.1 29.5 61.2 57.1 120.0 120.0 54" - - - - 1 - 40.9 75.2 U a 60" 103.3 120.0 120.0 1 120.0 120.0 120.0 120.0 60" - 35.2 26.6 55.1 51.4 112.6 120.0 60" - - - - - 36.8 67.7to 66" 94.0 120.0 120.0 1 120.0 120.0 120.0 120.0 66" - 32.0 24.2 50.1 46.7 102.4 120.0 66" - - - - - 33.5 61.5 Z to 72" 86.1 1 120.0 120.0 120.0 120.0 120.0 1 120.0 72" 1 - 29.3 22.1 45.9 42.8 1 93.8 120.0 1 72" 1 - - - - 30.7 1 56.4 0 (1 w 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8' - - 34.3 32.0 89.0 120.0 --1 o 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 24.9 53.4 40.3 83.5 78.0 120.0 120.0 26-1/2' - - - 24.8 23.1 64.3 118.0 � 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30" - - - 21.9 20.4 56.8 104.3 IIJ )N.. w 37' 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37' - 38.2 28.9 59.8 55.9 120.0 120.0 37' - - - - -- 46.0 84.5 m 0 co 42" 101.6 120.0 120.0 120.0 120.0 1 120.0 120.0 42' - 33.7 25.4 52.7 49.2 120.0 120.0 42" - - - - - 40.5 74.5 #- O 48" 50-5/8" 88.9 120.0 120.0 120.0 120.0 120.0 120.0 48' 96" - 29.5 22.3 46.1 43.1 107.8 120.0 48" 144" - - --- - 35.5 65.2 j 54' 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41.0 38.3 95.8 120.0 54" - - - - -- 31.5 57.9 Z 60" 71.1 114.5 115.2 120.0 120.0 120.0 120.0 60" - 23.6 - 36.9 34.4 86.2 120.0 60" - - - - 28.4 52,3 g •� •...• 66" 64.7 104.1 104.7 120.0 120.0 120.0 120.0 66" - 21.4 - 33.5 31.3 78.4 120.0 66" - - - - 25.8 47.4•• J •• 72" 59.3 95.4 96.0 120.0 i 20.0 i 20.0 120.0 72" - - - 30.7 28.7 71.8 120.0 72" - - - - 23.7 431Ns• Q ow$ _j 000000 19-1/8, 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8- - - - 81.3 75.9 120.0 120.0 •••• W rn� W • • 26-1/2- 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" - - - 58.7 54.8 120.0 120.0 0 ••• • • ARCHES TO BE INSCRIBED HORIZONTAL MULLIeR 8 a • *0:•• 30" 77.8 120.0 120.0 120.0 120.0 120.0 120.0 30" - - - 51.8 48.4 120.0 120.0 INSIDE RECTANGULAR SHAPE • 00000 37" 63.1 119.9 102.1 120.0 126.0 120.0 120.0 37" - - - _42.0 39.2 109.1 120.0 ..• • • ; Sao • 42' 55.6 105.6 90.0 120.0 120.0 120.0 120.0 42' - - 37.0 34.6 96.1 120.0 ��%'GLAZING a*: • • 413- PRODUCT 63" 48.6 92.4 78.7 120.0 120.0 120.0 120.0 48" 108" - - - 32.4 30.2 84.1 120.0 �� ••••s• VERTICAL •• • • 54" 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54' - - - 28.8 26.9 74.7 120.0 MULLION • •000000 • 60" 38.9 73.9 63.0 115.7 108.0 120.0 120.0 60' - - 25.9 24.2 67.3 120.0 z •• • : : • • 66" 35.4 67.2 57.3 105.1 98.2 120.0 120.0 66" - - - 23.6 22.0 61.2 112.3 GLAZING GLAZING a PRODUCT PRODUCT 72' 1 32.4 61.6 1 52.5 96.4 90.0 120.0 120.0 72' 1 21.6 1 20.2 1 56.1 1 103.0 N GLAZING GLAZING ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT PRODUCT ofl NOTE: W1 Nl2 MULLION SPAN y MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS En9r: JAVAD AHMAD LO CIVIL ' FCA PE # 70592 0 W1 t W2 CJ,.N. 3538 9 W i Approved ast��n�l��iy�'G ytC 2 v w a u Florida Cr sm3 err . e�' drawing n0. MULLIONS r,1� , ��' M14-01 `� ' sheet 3 of DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF .` 1 w WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE o WIDTH (W) MULL SPAN A2 A4 A6 B2 134a B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 1314a B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a 134b 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 97.9 120.0 _ 120.0 62.7 90.4 120.0 z h 26-1/2- 120.0 120.0 120.0 120.0 ^ 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.6 120.0 120.0 45.3 65.2 90.6 z 30" 120.0 120.0 _ 120.0 120.0 120.0 120.0 30" 100.8 120.0 120.0 64.6 93.1 120.0 30" 62.4 108.8 120.0 40.0 57.6 80.0 37" 120.0 120.0 120.0 101.4 120.0 1200. 37" 81.8 120.0 120.0 52.4 75.5 104.8 37" 50.6 88.2 120.0 32.4 46.7 64.9 C Q 42" 120.0 120.0 120.0 89.3 120.0 120.0 42" 72.0 120.0 120.0 46.2 66.5 92.4 42" 44.6 77.7 116.6 28.6 41.1 57.1 0 ., 48" 38-3/8" 120.0 120.0 120.0 78.2 112.6 120.0 48" 74-1/4" 63.0 109.9 120.0 40.4 58.2 80.8 48" 120" 39.0 68.0 102.0 25.0 36.0 50.0 54" 108.4 120.0 120.0 69.5 100.1 120.0 54" 56.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 12 0 ¢ 60" 97.6 120.0 120.0 62.5 90.1 120.0 60" 50.4 87.9 120.0 32.3 46.5 64.6 60" 31.2 54.4 81.6 20.0 28.8 40.0 (J vi 66" 88.7 120.0 120.0 56.9 1 81.9 113.7 66" 45.8 1 79.9 119.9 29.4 1 42.3 58.8 66" 1 28.4 49.5 74.2 - 26.2 36.4 o to po 72" 81.3 1 120.0 120.0 52.1 75.0 104.2 72" 42.0 73.3 109.9 26.9 38.8 53.9 72" 26.0 45.3 68.0 - 24.0 33.3 0 0. Q 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 0 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 Qg 30" 120.0 120.0 120.0 114.3 120.0 120.0 30" 89.1 120.0 120.0 57.1 82.3 114.3 30" 56.7 98.9 120.0 36.4 52.4 72.7 11. Z 37" 120.0 120.0 120.0 92.7 1 120.0 120.0 37" 72.3 120.0 120.0 46.3 66.7 92.7 37" 46.0 80.2 120.0 29.5 42.5 59.0 dy 42" 120.0 120.0 120.0 81.6 117.6 120.0 42" 63.7 111.0 120.0 40.8 58.8 81.6 42" 40.5 70.6 106.0 26.0 37.4 51.9 48" 42" 111.4 1 120.0 120.0 71.4 102.9 120.0 48" 84" 55.7 97.1 120.0 35.7 51.4 71.4 48" 132" 35.5 61.8 92.7 22.7 32.7 45.5 54" 99.0 120.0 120.0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 N 60" 89.1 120.0 120.0 57.1 82.3 114.3 60" 44.6 77.7 116.6 28.6 41.1 57.1 60" 28.4 49.5 1 74.2 - 26.2 36.4 _I 03 66" 81.0 120.0 120.0 51.9 74.8 103.9 66" 40.5 70.6 106.0 26.0 37.4 51.9 66" 25.8 45.0 67.4 - 23.8 33.1 72" 1 74.3 120.0 1 120.0 47.6 68.6 1 95.2 72" 1 37.1 64.8 97.1 23.8 34.3 47.6 72" 23.6 41.2 61.8 - 21.8 30.3 0 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8" 81.6 120.0 120.0 52.3 1 75.3 104.6Ld o 26-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2" 58.9 102.6 120.0 37.7 54.3 75.5 � F-- 30" 120.0 120.0 120.0 94.8 120.0 120.0 30" 78.0 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7 120.0 33.3 48.0 66.7 W } W 37" 119.9 120.0 120.0 76.9 110.7 120.0 37" 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 in V 00 42" 105.7 120.0 120.0 67.7 97.5 120.0 42" 55.7 97.1 120.0 35.7 51.4 71.4 42" 37.1 64.8 97.1 23.8 34.3 47.6 � r 48" 50-5/8" 92.4 120.0 120.0 59.3 85.3 118.5 48" 96" 48.8 85.0 120.0 31.3 45.0 62.5 48" 144" 32.5 56.7 85.0 20.8 30.0 41.7 0 O ? 54" 82.2 120.0 120.0 52.7 75.9 105.3 54" 43.3 75.6 113.3 1 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 26.7 37.0 Z ••.. �saga 60" 74.0 120.0 120.0 47.4 68.3 94.8 60" 39.0 68.0 102.0 25.0 36.0 50.0 SO" 26.0 45.3 68.0 - 24.0 33*3 3. •}•. ,� 000.0. 66" 67.2 117.2 120.0 43.1 62.1 86.2 66" 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.6 41.2 61.8 - 21.8 30-P- j + Z M 00 72" 61.6 107.5 120.0 39.5 56.9 79.0 72" 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 37.8 56.7 - 20.0 27`W• Q • -� 000000 sm 19-1/8" 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8" 108.8 120.0 120.0 69.7 100.4 120.0 0.0 Wi� 26-1/2" 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 50.3 72.5 100.6 SPI ARCHES TO BE INSCRIBED 0 ANCHORS TYPICAL INSIDE RECTANGULAR SHAPE 0000 ••:s- 30" 118.9 120.0 120.0 76.2 109.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 88.9 ANCHORS 00000 • • •.:•• HORIZONTAL MULLION • • • 37" 96.4 120.0 120.0 61.8 89.0 120.0 37" 56.2 98.0 120.0 36.0 51.9 72.1 •• •• • • 000000 42" 84.9 120.0 120.0 54.4 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5 GLAZING `` •• • •0 ii .� • • • s••••• 48" 63' 74.3 120.0 120.0 47.6 68.6 95.2 48" 108" 43.3 75.6 113.3 27.8 40.0 55.6 VERTICAL i� PRODUCT �� 0 • •• 54" 66.0 115.1 120.0 42.3 61.0 84.7 54" 38.5 67.2 100.7 24.7 35.6 49.4 MULLION Z o 0.0.0: 60" 59.4 103.6 120.0 38.1 54.9 76.2 60" 34.7 60.4 90.7 22.2 32.0 44.4 - •GLAZING GLAZING j to ANCHOR 66" 54.0 94.2 324.0 34.6 49.9 69.3 66" 31.5 54.9 82.4 20.2 29.1 40.4 PRODUCT PRODUCT ETAIL 1 N uvi 72" 49.5 86.3 120.0 31.7 45.7 63.5 72" 28.9 50.4 75.6 - 26.7 37.0 3 v GLAZING GLAZING TYPICAL PRODUCT PRODUCT ANCHORS ALL LOADS ARE EXT.(+)/INT.(-). V1�PICAL v o ANCHORS I a NOTE; t'/l W2 L MULLION SPAN m� > c ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. - i Wl + W2 £n9r: JAVAD AHWAD m a (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = CNIL 2 FLA. PE f 70592 0 Appnwe8 as oomplying%vith 4lic CAN. 3538 I'lorida Btu$dir C� � q a 1+1t�Aft_ qq h41ayi ri';acjssc!„Ccml .) � 1 drawing no. ANCHORS M14-01 sheet 4 of � TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP (I ON EACH PIING) 1 PER ANGLE d \ \ , Z h \' N �IL \\\I\\\ I\ . �anl�a�rE o \ R <� M A T ! M A S RUG�UR ! \ I L S UC U £ CL c 6 II X ' O M g + + FGF W Z @ ® A II Il II fl ' U h 6 A !I II fl II v 0 d I-------------A I I I I FLOATING CLIP 1111 2 X 2 X 1/8" 0'wo j g I I i i SNUG FIT INSIDE ?HULL U u ALUM ANGLE 0 a ap 'A #14 SMS I I #14 SMS I I 0 cd ~' 1-3/4" O.C. MIN. I I 1-3/4" O.C. }AIN. I I � � .0 N 4 PER CLIP 2 PER ANGLE LL �:G aLu z {,J 4 to (A (A .3 �I 00 z 0 S� 00 j G ANCHORS TYPE `A2' TYPICAL ANCHORS: }Ill w ANCHOR TYPES SUBSTRATE MIN. EMBED. }AIN. EDGE DIST. (n of ap 1/4" DIA. ULTRACONS BY 'ELCO' CONCRETE 1-3/4" 2-1/2" I- ?� tcg" rl R (FU=177 KSI, Fy=155 KSI) O. to 1/4" DIA. SELF DRILLING SCREWS METAL 1/$" 3/4" •• • �� •• Ln •••: • (GRADE 5 CRS) • Z Z:•i t�j • TYPICAL ANCHORS TYPICAL ANCHORS •00: � � Z 'n • • CONCRETE = B'c = 3000 PSI MIN. o 4 PER CLIP (2 ON EACH PIING) 2 PERAANGLE METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. .••• Q �. �� 0••••0 1/8" MW. THK. ALUMINUM (6063-T5 MIN.) u 0) -I ••••• \` RNCORN R \\ W•�4ow ••i••• I M S ULFtU 1 ] IM •AL STRUG E ANCHORS MAY BE HEX OR FLAT HEAD. •••••• •••• • II�t a - ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. • • • • • 0004:0 CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECT:O . :so**: I I► 1 I 11,I WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR • •• 0 • • xa >I B I WATER-WHITE METHACRYLATE LACQUER. •• • � E -------------- � U 11 11 I 1 1 I FLOATING CLIP I I 11 2 X 2 X 1/8" L I t 1 1 SNUG FIT INSIDE MULL Ll U ALUM ANGLE I 1 I I f 1 1 1 #14 SMS 1 I #14 SMS I 1 1-3/4" O.C. MIN. 1--3/4" O.C. MIN. 4 PER CLIP 2 PER ANGLE c .y o ar o L- C 2 io Engr.JAVAD AHMAD o, w o CIVIL Approved as¢o,1101yinCAN. 3538 g With Ilii FLA PE f 70592 Florida Biiildincut Dale 2" TYPICAL ANCHORS TYPE `A4' HP ,: : ,. T, � 3:ta�1 drawing no. M 14-01 sheet 5 of 9 o A7J TYPICAL ANCHORS 0 qti z TYPICAL ANCHORS 0 }. �' 3 PER ANGLE W O 6t%��\�U PER \CLIP (3 ON EACH MING) \ \ RN IL OR 0 Ad R M6TAt ST U Td, EI I a. a + + + ce I------__-------------- p ij U I1 II 0 I I I I FLOATING CLIP I I I I /2X X 1/8- Q; O SNUG FIT INSIDE ?.BULL tJ U ALUM ANGLE Q .3 e � #14 SMS j j #14 SMS I j z N t� 1-3/4" O.C. MIN. 1 I 1-3/4" O.C. MIN. I I a 6 PER CUP 3 PER ANGLE W LJ N'J Z O co Jto :DW M TYPICAL ANCHORS: m L ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. m LZ (n fl_Go 1/4" DIA. ULTRACONS BY 'ELCO' (nrn CONCRETE 1-3/4" 2-1/2" > (+� 1,14'TYPICAL ANCHORS TYPE `A6' (Fu=177 KSI, Fy=,$� KSI) o O'N}6to 1/4" DIA. SELF DRILLING SCREWS : 6 0 4`•• tis '•"" (GRADE 5 CRs) METAL 1/s" 3/4" . 2 • CONCRETE = f'c - 3000 PSI PAIN. •••• ul M •••• METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. •sees Q • p6 . • 1/8" }AIN. THK. ALUMINUM (6063—T5 MIN.) •••• A �•� w►—.66 66.6. ANCHORS MAY BE HEX OR FLAT HEAD. .. .. 6.66.6 66666 ' ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ' • •••••• *Deese CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTO • • • • WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR •• :G: i•••'e WATER—WHITE METHACRYLATE LACQUER. • 0 c a N N C o a .y a� 0 £ngr JAVAD AHKOD m a CIVIL j FLA. PE # 70592 Ln CAN. 3538 A.�sptllYf�F�3 6CrL0� lll�fI�CS ® rS` .o t Wicln Bltud t8 ' �± i v u {3410_ . ` 140A0 i�Rj�t3+lJatlyl'ro !.,o:�t,��1 drawing no. M 14-01 MAY _. sheet 6 of g TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE Z n i �\O_ S(t + fiLL O BLOC 0 � z\ OR U tUR I I 1V000 ST UG a t�v a o � 0 ® p + + LL 410 II II II II 0 V n L a 11 1i II II VpWs� L---_-- --_-T P � FLOATING CLIP I F 1 1 2 X 2 X 1/8" 0' 0 > � o I I 3 i SNUG FIT INSIDE MULL i 1 Li ALUM ANGLE Q d d G #14 SMS i I #14 SMS 1 I 0 ca q~p 1--3/4" O.C. MIN. 1 1 1-3/4" O.C. MIN. 1 I O 4 PER CLIP 2 PER ANGLE Z 8z� � v 0 it J 0) N J 1 Z 00 O oo I TYPICAL ANCHORS: D w M ANCHORS TYPE '132' ANCHOR TYPES SUBSTRATE MIN. EMBEO. MIN. EDGE DIST. (n CJ 1/4" DIA. ULTRACONS BY 'ELCO' MASONRY 1-3/4" 2-1/2" m >- � ti co (Fu=177 KSI, Fy=155 KSI) WOOD 1-1/2" 1" :D0 Q, 04 WOOD = 2BY WOOD SUCKS OR WOOD STRUCTURE S.G. 0.55 MIN.•O e• j {n • �: MASONRY = C--90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. Z_ • TYPICAL ANCHORS • 3 Z_} TYPICAL ANCHORS •••• 'W 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW :D �.I ,c'., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ."• Q �•�C� • • \ \ � \ \� THEM TO BUILDING STRUCTURE. ••• ••••• RL OG I I ORL D LO K y •••• • ••• ••i••� ANCHORS MAY BE HEX OR FLAT HEAD. •••• 000000 I I 0 S RU kU I I WOOD ST UC E •••• • • o �••••� + + • c R 1 f1 II II II 1L--------------0 P 114 II II I 1 1 I FLOATING CLIP II I I 2 X 2 X 1/8" I I 1 1 SNUG FIT INSIDE MULL U UI ALUM ANGLE vui I I I y 1 I I I #14 SMS I 1 #14 SMS I I 1-3/4" Q.C. MIN. 1-3/4" O.C. MIN. 4 PER CLIP 2 PER ANGLE .N a� o L � Z_ ark Engr: JAYAD AHMAD Q, t o CIVIL Approved as oamplyl ig M*1*0 FLA PE # 78 0 CAN. 3538 �. Florida B ijdi 8 g U a a ,3/8- MIN. 2 7/e" fid)flt)ietl!{ v : v ANCHORS TYPE B4aTYP. TYPICAL MIA Browing no. M14-01 sheet 7 of 9 w a <r TYPICAL ANCHORS TYPICAL ANCHORS 0z 2 PER ANGLE 'Y 4 PER CLIP (2 ON EACH PANG} W C7 FIRL>D, B OC\ a p \ \ t,1 I 4 Vl D Ti�JR I I WOOD ST UGTU IL + r1 rt 0'Oa > a P !t� il . ii ii 0Ti aao � -----------------------d !-t y 11 11 Q ojj h— t t FLOATING CLIP I I I I Z2X X 1/8" p afSNUG FIT INSIDE MULL U l NGLE #14 SMS I t #14 SMS I I L6 z u) 1-3/4" O.C. MIN. 1 i 1--3/4" O.C. MIN. I 1 1 to & PER CLIP 3 PER ANGLE 4 W U o rn (n J u' VI f z o co v J Ln TYPICAL ANCHORS: H M ANCHOR TYPES SUBSTRATE IMIN. EMBED. MIN. EDGE DIST. U} ti ? 1/4" DIA. ULTRACONS BY 'ELCO' MASONRY 1-3/4' 2-1/2" m o 00 (Fu=177 KSI, Fy=155 KSI) WOOD 1 1-1/2" 1" r � (3e(KJiN TYPICAL ANCHORS TYPE `B4b' • • o• "� ••••:• WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN.• • go MASONRY = C-90 HOLLOVI/FILLED BLOCK Vm = 2000 PSI MIN. •e• z °p •• e � •e .-. eeeeee •ecce IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW e e M :• e�: MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER e • THEM TO BUILDING STRUCTURE. •••• W g ••:••e ecce, • eee e•eee ANCHORS MAY BE HEX OR FLAT HEAD. ee•ee eeeeee ecce• • e e • • • see*:* • e ecce•• ee • • e • • C a C U y W C Q� a � v O L � Engr: JAVAD AH.G1fl N o_ CNIL j m A ravcas poll sl uft 1t FLA PE 7059? o n �� d K Y� CAN. 3538 5. Flotidn Btu1d't M ai a Date v NOAfi �a A9i a�jr.I' rt '• c, drawing no. sheet 8 of W 14 SEE CHART FOR QUANTITIlES TUBE MULLION `t o ~ X N ZO ------ — -------- � IL � J J --———-- ANCHOR N0. OF t CHART SCREWS TYPE A2 2 �I p y #14 FH SMS TYPE A4 3 0 V 2/ SIDE I I TYPE A6 4 h 1/8" THICK ALUM CHANNEL I 0 {rl{�r� LENGTH TO FIT SNUG i 10 W l+Q O INTO MULLION j —TUBE MULLION Q IL Q 4 T4 0 �a 0 TUBES MAY BE NOTCHED a W{!S O AS SHOWN TO ALLOW INSTALLATION I � � �y OF CLIP ANGLE I I CAULK JOINT AFTER ASSEMBLY i I Q #14 FH SMS I 1-1/2" O.C. MIN. I 1 ACCESS HOLE SEE CHART I FOR QUANTITIES T 1 U o I In --I I� ----- ----- _____ ------- ------- ------ Z o'no O co -___-_ 1 W y mI� co N THIS SCREW CAN BE I 14 FH SATS � I � I •••• 2 Q A.�'� ••�•s• INSTALLED IN EITHER I DIRECTION q I I 2 PER CLIP I I I V ! I 1" O.C. MIN. I I I I Z— 44 410 Lam• • I I I f I T •••i 3 Zt v I f I • • 1 I A I ••• J (Z.��l .Mi s••.s: —may • l�if 741'"00 ►.�0. j ••• d 7 •.••• • • • 414 LLJ1--3/4 X 2" X 1/8- {FOR 26Y TUBE} •s • •• • **sea* 3/4" X 2" X 1/$" FOR (i BY TUBE) •• , ALUM ANGLE , • CUT TO FIT SNUG INSIDE TUBE • •.•,:, •• • • . • • .ANCHORS DETAIL #�1 •' • METAL TO METAL CONNECTION o U 70 N N #14 SMS SUBSTRATE Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2- o 0 .y d O Enjr.. JA/AD AHI.WD CML FIA. PE70592 In O M l�jiib,►YEzd�po,+n;>Ilyt11�11'�I*9 C.A.N. 3538Mac � O N V U i+lOA G MI i Tx:cJ?TV4!t0N;I I drawing no. M 14--01 sheet 9 of 9 72" 111 (2) ANCHORS AT MTG. STILE ENDS TYP. U WINDOW WIDTH � w WINDOW WIDTH (4) ANCHORS READ. FOR SIZES AND LOADS a MARKED WITH '*' ON SHEET 2 ONLY I 10 5/8" MAX. 4" N Z 3 1 f 2" MAX. 4" m 3 1/2- MAX. HEAD/SILL 3" m Ei 01 HEAD SILL 3"Fn HEAD/SILL p CORNERS Q o — J CORNERS 3 — �` u� 0 CORNERS 3 ^�` — \ Q OCT 09 2015 I II I' D N . D . QQ N 1 /. i' 'I /. I I 4 c9 , 'I /� I' 'I �� I I �� dX �o n O ` a 1 I14 II 4 II0oDreiC o , I�-----fl --I-I----'71 / � �` I, '� ,I IL 11 B a 6 J li t� FALSE MUNTINS 31 1/4- 32 3/4' FALSE MUNTINS 32 3/4" 32 3/4' 1 ij g (SURFACE APPLIED) (SURFACE APPLIED) MAY BE USED D.L OPG. D.L OPG. MAY BE USED D.L. OPG. Q.L. OPG. tj `� W 3/8' 36 7/8' ECO—GUARD SERIES--200 `' W W_ VENT WIDTH VENT WIDTH • ~00.... •• TYPICAL ELEVATIONS ALUMINUM HORIZONTAL ROLLING WINDOW •.•• �M 4M 1 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER •";" 0 r��• CHARTS SHOWN ON SHEETS 2. •""' �•�• •• 0000 THESE WINDOWS ARE RATED FOR LARGE 8c SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE •0000 z '. SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER•;••; Q ��.: • EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING •• U w• • MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. ;":': 8 W w� • LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL' �• 1/8" HEAT STREN'D. GLASS WILL APPLY TO ENTIRE SYSTEM. •• •' .. • • 5/16' AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'O. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY B HURRICANE ZONE (HVHZ). a a 090" Interlayer 090' Interlayer .090" Interla er N z N y WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER C o Butacite PVB SentfyGics r w R 0 0 Butacite PVB � >- By Kuraroy America. Inc.' `Kurara America, OADS TO THE STRUCTURE. ` I BY Y Inc.'r By 'Kuraray America, Inc.' () I , ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ! HEAT STREN'D. GLASS iJ8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o n a z > > SILICONE SILICONE CARDINAL. XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. N 3 0 GE SCS 2000 ST.GE SCS 200STEEL car o '= � �' A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. a � N m � zm zv , �t ? SILICONEg o 0 0 0 �I � � ALL SHIMS TO BE HIGH IMPACT, NON—METAWC AND NON—COMPRESSIBLE. DOW 899 '> 0 4 m U 0 m to �I I .� 1 I: 22 I: •I .� . MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE rn iii rn i i os is I' ii ii u REQUIREMENTS OF THE FLORIDA BUILDING CODE. 4+ it ii 23 ! 23 i 23 I r Engr. JAVAD 'HMAD PRADIICf REVISEDCML N .' FLA PE � 7 2 as complying with the FIwift N 10 10 O CAN. 5 Acc ptencA,Building Nu 1 "0 /1$.Ofi o _~ 0 29 E nation Date d� I U�b It j AT 1/4 POINTS ON L.ITES AT 1/4 POINTS ON LITES AT 1/4 POINTS SETTING BLOCKS AT By 29 " 29 ' 29 ALL SIZES LAM. GLASS AND INSUL. LAM. GLASS Minor' de Product C on drawing no. WIDER THAN 36 ,ONLY WIDER THAN 36 ONLY NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE `A' GLASS TYPE 'B' GLASS TYPE 'C' �: 20 5 W09-12 It GLAZING ING OPTIONS sheet 1 a 7 -- 0 DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) � W/O REINF. WITH REINF. W/O REINF. vrm REINF. W/0 REINF. WITH REINF. � a GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE' GLASS TYPE GLASS TYPE o � . . . . . . . . . A. . . . . � WINDOW DIEM. A H C WINDOW DIMS. A A 8 C WINDOW DIMS. A A B C ® J W10TH HEIGHT AEXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXf.(+) INT.(--) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) me y 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 37" 26" 4� 70.0 80.0 80.0 9D.0 70.0 80.0 106-1/4" (3} 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3} 12 70.0 80.0 80.0 90.0 70.0 80.0 Q; p o 2 O 53--1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 "70.0 80.0 80.0 90.0 70.0 80.0 111 12 70.0 80.0 80.0 90.0 70.0 80.0 U 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 74- 38_3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" x_3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 C 26-1/2" 4 70.0 80.0 86.0 90.0 70.0 80.0 106-1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 37" 38-3/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 1 70.0 80.0 $ M 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" " 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8" u�l m 50-5/8 9 70.0 , 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (5) 12 70.0 80.0 80.0 90.0- 70.0 80.0 (5) d 63 p 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" O 9 70.0 70.0 80.Q 90.0 70.0 80.0 � � O N 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) 4 W 3 4 fd 53-1/8 (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 63" 12 70.0 70.0 80.0 82.6 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 J 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 ill" (6) 12 70.0 70.0 80.0 80.4 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0-- 80.0 Q �y 26-1/2" " 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 et 37" 63 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 6 53-1/8" ( ) 6 70.0 70.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 8 70A 80.0 80.0 90.0 7d.0 80.0 � N 74" 8 70.0 70.0 80.0 80.4 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 J 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - 80.0 90.0 70.0 80.0 z (n 48" 24" 6 70.0 80.0 80.0 90.0 70.0 80.0 .96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" " 9 70.0 80.0 80.0 90.0 70.0 80.0 o W M 60" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 9 70.0 70.0 80.0 90.0 70.0 80.0 rl H 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 98" (5) 12 70.0 70.0 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 Bolo 80.0 90.0 70.0 80.0 72" 60" 9 70.0 70.0 80.0 90.0 70.0 110.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (e} • • o • M .• 48" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL •..... .far`' j •:• E0" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB 0.0:0" Ea Z _j t • .0: 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 •••••• & • in 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 _80.0 90.0* 70.0 80.0 ••"• '• ••. •••••• d J V •• 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 80.0 87.6* 70.0 80.0 • • +-Ld A 48- 45) 6 70.0 80.0 80.0 90.0 70.0 80.0 •• •• CDs W as 7 • • A = NO. OF ANCHORS PER HEAD & SILL •••••� ``' • 60- 6 70.0 80.0 80.0 90.0 70.0 80.0 O = NO. OF ANCHORS PER JAMB • • • (1/4W) (1/2W) (1/4W) em* be ... 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF • 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS %� f ••'• • • • • • ••• 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 • r 48" 60" 6 - 70.0 70.0 80.0 1 90.0 70.0 80.0 (6) .noa ,� a 60" 6 70.0 70.0 80.0 90.0 70.0 80.0 (1/3W) (1/3W) (1/3W) 0 N iS N z 72- 8 70.0 70.0 80.0 87.6 70.0 80.0 o q $ ILo OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 0 F Lc A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB 'XOX, :. * MAX. LOAD FOR THESE SIZES 1S -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS NOTE: o OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH GLASS CAPACITIES ON THIS SHEET ARE o 0 0 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) E a m o n m 'XOX' AND FLORIDA BUILDING COMMISSION ,, DECLARATORY STATEMENT DCA05-DEC-219 a Engr. JAYAO AHk1I1D PRODUCT REVISED CML `j FLA PE 70592 complying.nth the Florida a x CA.I. 3538 Building Code AceeplanceN0 15"0 o ai ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Ex iralionDeft 8 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO MOTHS ( ) FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 0 20 �Y `XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF • ria; ; ado et drawing no. SEE SHEET 3 FOR DETAIL. W09-12, Q9-1 2 - sheet 2 of 7 TYPICAL ANCHORw S SEE ELEV1BY . WOOD BUCK FOR SPACING EDG GIST. N METAL D r I STRUCTURE MIAMI—DAdE COUNTY APPROVED m 1 d e" EDGE DIST. MULLION & MULLION ANCHORS , j d e n a a EDGCw. DIST: Z a a d a a v d - " a • SEE SEPARATE NOA I $ 0 0 t� Q EDGE DIST. m o ~ I N O li O O O 8. 0 M 7g Ot 19 19 t in rn N M 0 0�.Q Q 8 1 9 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS O'O SEE ELEV. SEE ELEV. SEE ELEV. +a w A 11! G FOR SPACING FOR SPACING FOR SPACING g N -- z WPd WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. I ' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. J ! I I J I Ii II 'I i 'I Do N WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING g W M W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END 114" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) AND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES = >- a LL �- Ix = O + II I { I i 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) g Sft co a W SEALANT: •• r• •• x Q'' = THRU 1 BY BUCKS INTO CONC. OR MASONRY ••• 3 co 1 • W ALL JOINTS ANO FRAME CONNECTIONS SEALED WITH .. �. on to o rE," 41 +I i JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) •••••• ;• S YY I I > C 1-1/4rr W • • MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ...... � L � 3 ••• •• r Ia I I + DIRECTLY INTO CONC. OR MASONRY •••••• � � Z •� • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) •,,,,• d p, ,• III 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) w • it ,I III �I X14 SMS OR SELF DRILLING SCR (GRADE(cRAOE 2 CRs) 0 • .. i 1 I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1�8°) ••• • INTO METAL STRUCTURES I 0 • • STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8063-T5 MIN.) o Q s ' 14 15 16 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 2" gFL o TYPICAL EDGE DISTANCE to _ I F51INTO CONCRETE AND MASONRY = 2---1/2" MIN. > Z " a 2 a INTO WOOD STRUCTURE = 1" MIN. N N INTO METAL STRUCTURE = 3/4" MIN. e vs n a n t CS J 13 M �0 4� WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN, N(no w o N CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. N rn C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. Engn JAVAD AHMAt) v B o PRODUCTREV[S�+I3 a d '4a a Q FLA. PES 70592 complying with the Florlde N _ CJ1 N. 538 Building Code �; a Acceplance No E �Q D .2 �+ a• N v°. v a y°. t Ex lfall Date IQ1 1 v epi v` v ea v 4 I TYPICAL ANCHORS v. 18Y I ° TYPICAL ANCHORS By Miado d• drawing no. a SEE ELEV. WOOD BUCK SEE v W1 (1ant9tj FOR SPACING FOR SPACING W09-12 EDGE DIST. EDGE DIST. sheet 3—0-0 71 1/4" MAX. V U SHIMS _N 1/4° MAX. ro�� SHIM t, J I 1BY rn 5 wooD eucxs Z � 21 B 7 C TYPICAL ANCHORS F. ¢ TYPICAL ANCHORS 17 v ° SEE ELEV. g H o.. SEE ELEV. °. FOR SPACING IL fo M FOR SPACING _ _ -- -__ 25 v U. N a 17 20 = _ _ - _- - _- •1 if49 � G � o -----SCREEN OPT. ------^ - - - - - - - - - -_ o a a Q w 20 27 - _ - __ °b w O45 h a a 0 Op ti 17 w 4 a $ to 4 STEEL REINFORCING 1 i 12 ° �L Z to•: METAL AS REQD. a J M STRUCTURE SEE SHEET 2 FOR CAPACITY WINDOW WIDTH XO LAYOUT J. J O! 1/4" MAX. 3 _j VENT WIDTH VENT WIDTH SHIMS `n 1/4* MAX. SHIM D.L. OPG. O D.L. OPG. z WO WOOD BUCKS LIJ v 2 s 7 (~!} Y TYPICAL ANCHORS = } W Lt L) 17 v•: V LFOR SEE ELEV. N a 00 o1 /2. - - - - - -_- - 25 _ - _ -- -_ °• SPACING • • �' •� r,�• . •• to = - - - • • • p Oro • • L �0 •••••• •s 0 LL � • w17 . / _ _ _ _ ----SCREEN OPT ----- _ --- - - - - -- - SCREEN O ----------- ° .. o •••••• i �} �W u •• 20 27 =— — �Q w •••••• 0).7:" ,:e C7 • w • • • Ei 17 • • • • • • 4 11 12 D.L. OPG. STEEL REINFORCING v • • • •!�! • • AS REQD. a • • • • • • EXTERIOR SEE SHEET 2 FOR CAPACITY v •• �, • WINDOW WIDTH • o w G U Ln N Q O TYPICAL ANCHORS XOX LAYOUT 0 SEE ELEV. o a r FOR SPACING V L�, LL roA U U MIAMI-DADE COUNTY M Z APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING Gf N Nf � q 0 r M r N YI 7 O O O O O O --- Engr. JAVAD AHMAD PRODUCT REVISED � 0 CMLN FLA. PE 70542 as complying with the Florida CA.N. 538 Building Code v T - _ Acceptance tVo d. m a SCREEN OPT. Ex Iration DateI j b �(J 2015 min- ad0P drowing no. WINDOW WIDTH WINDOW WIDTH 1N09-12 sheet 4 of 7 o c.r EDGE DIST. METAL /A N STRUCTUREEDGE 1r i TYPICAL ANCHORS GIST. MIAMI—DADE COUNTY APPROVED SEE ELEV. MULLION & MULLION ANCHORS Z n ° e ° - FOR SPACING � SEE SEPARATE NOA O EDGE In };,t a 01ST. I eo ° • � V) S ALT, O (LQ Q ,q O Nva 0 TYPICAL ANCHORS TYPICAL ANCHORS Q w SEE ELEV. SEE ELEV. L4 z Lo v FOR SPACING FOR SPACING � ri Q W rL J 0 c JLn I to CD (n i & W LLI t- =E t!? m a ...... 3� A_ . 1/4" MAX. •••••• N .Oo SHIMS ALT. ••• Z�;Ro 28 •••••• �{ �(1 TYPICAL ANCHORS •••••• U LLP& SEE ELEV. ••�••� { JmX7.9• • FOR SPACING a 1 1/4" • • us 2n w txn o TYPICAL ANCHORS W W W o SEE ELEV. FOR SPACING o .4 • W A ca -q Q) 0 o z a z z z 4 , _ • p U:2 d' Cw ALT. I 2g � rn e INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAin Y�LAHMAD PRODUCT REVISED e as complying wish Ow Florida N �C.APE .3538 82 Building Code Acceptance Ho Q n v E inalion Dale u 0 Icy drawing no. o o JU 0 2015 Mini W09-1 EDGE DIST. sheet 5 of 7 1.067 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �� w 2.750 1 FY201 1 FRAME HEAD 6063-T6 - N 3/16` 1. 2 FY202 1 FRAME SILL 6063-T6 - o .500 .71 - `�} ----�{ 3 FY203 1 SILL TRACK INSERT 6063-T6 - Z j 1.434 I 4 4 FY205 AS READ. MOV. FRAME JAMS 6063-T6 I/////a - i .062 5 FY1di AS READ. FIXED FRAME JAMB 6063-T6 1.718 I 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - IL o O 3.249 o62 - 12 11 7 FY105 1/ VENT VENT INTERLOCK 6463-T6 - a � U 8 FY206 1/ VENT JAMB STILE 6063-T6 IL Q VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - C 't .813 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - v p M 2.095 .519 130 10A FY110 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - �' W S 1.140+=- 1.610 1.250 - _ �� 11 - AS REQD. REINFORCING BAR STEEL - 0 �a •719 045 803 .045 .803 12 - AS REQD. REINFORCING BAR STEEL - a! Na, 0 7f - 13 fY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE A5 REQD. 11 Z o t FRAME HEAD 2.246 - 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON � _1!!E a 1.140 1.047 1.047 - ..( 0 M.% j 062 15 FY209 2/ VENT ROLLER BRASS 4 W g 1.1401.610 tp GLAZING BEADS 16 FY210 2/ VENT ROLLER PIN ST. STEEL - .219 17 #8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1.344 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS (j o .813 19 W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB J I O8 JAMB STILE 20 030OT190 AS REQD. BULB SEAL Q-LON SCHLEGEL 'n 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 z In 2 2.463 3 � } 058 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 c� LTJ M 3.876 -� F1.250 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK L.OWELj- 078 2.501 _ 24 SL203P 2/ VENT SWEEP LATCH SULLIVAN & ASSOC. W � 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS i0 V)� 1.140 1.340 26 WA2L 2/ WDW. WEEP VALVE PREFERRED ENG. *ODVtTS � 0 0 ; 062 _ _ M 27 1/ VENT 5/16" BOX SCREEN OPTIONAL •i �•.- Was • 500 L1.344 00 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTtONAt �, •• Z L�.W 29 - 2/ LITE SETTING BLOCK EPOM DVROMETER 80±5 SHORE A � 'OLO `~ '• 2.750 *see J•r,B 41 41 0 MEETING RAIL 041;90; •`i w'3 '• L`J FRAME SILL •s •• W M•w •• 4141.... ' 2.188 • • • • • . • • • 4141 1.314 41•s• : : ' ': • .25d 1.422 1.202 340 .312 062 v o n Q 6 Co a O � -� o o o .062 F g n 1.375 Ha 5 O3 SILL TRACK O FIXED MTG. RAIL N W V � � 500 1.187�{ j .750 � 1 r: vi Ui .> $ o000 L 0 .062 .062 0 o r 2.750 2.812 2.812 2.750 2.688 Engr: JAY CML as PRARUCF RAVIS}rI? 04 e as complying with*4 Flodh I \ a FLA. PE # 70592 Building Cader. o = 062 Lfff C N. 3538 Acceptance No l?S iration Date t� o t V N Q V .500 I Ll .769 By t-874968�I T [viii Dade Product Cont r drawing no. 1.687 1.688 If 2.611 til W09-12 U4 MOV. FRAME JAMB eJ5 FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER sheet--6 of7 O U 17 17 *y 0 a Y J a. IL V / Ig -- �. � /8 p"05 .0 8 p CL p a z3� Cj Q J ��g k� FRAME TOP CORNER a'no C> v oQ LO W M VENT TOP/BOTTOM CORNERS o }N- w � f 00 R• •0 to r 06 •00:00 6 O`_ .1. i. � J 609900 z •o • • • T.• •z Ld •6066• 6� r d•a • IF. • • • • • •W En •• • xrZiU) zf OC I r K �M- 7- j W 41 W WL I N U U U U 000 0 0 10 2 2 Z Z pj Oi N M �I O , O O O O Q W U 0 W 0) Engr. JAVAD AHMAD PRODUCT REVISED N n o CIVIL sts complying with the Plorhla iv a FRAME BOTTOM CORNER �. E.i,3538 70592 Building Code c z CA Acceptance Nat5'0 2-ad5 =p m lrx ifation Date ` v W 75 i8 I B Z�i Y t+del� r drawing no. ' FIXED MTG. RAIL CORNER W09—12 sheet 7 of D71 111" w WINDOW"VIDTH WINDOW WIDTH N I rn 3 1/2" MAX. 4" m 3 1/2" MAX 14"F cn i 0 5/8" MAX. a m w r HEAD SILL m z HEAD/SILL a� -+ S <z HEAD/SILL CORNERS in 0 Q CORNERS an U CORNERSiL 90 o - -� L Igo}o.. ® t II it It II C jl / I� D 1d Q f'7 In 0 0 m .r c3 ao a It /f tt i' '+ a a - _ oo _ t -11' -- M 2 T+ _ cq ==I. ��J�—_ ---IT-/� 7'--- '' -tM4 3 M Z 1` -_— -- Tf"- r----(�-- Q �! o m ti T�I tl ''r it o m u� ti II Ij �+ C3 tnZ ,� tl �II I� II Z w to jiIt 3 > t+ ►' it It > li it tl It z II It tt + -+---- - ____ = Q w B B J to z U3 00 go FALSE MUNTINS 31 1/4- 32 3/4" FALSE MUNTINS o (SURFACE APPLIED) 32 3/4" 32 3/4" � W M (SURFACE APPLIED) D.L. OPG. D.L. OPG. MAY BE USED D.L. OPG. D.L. OPG. MAY 8E USED 35 3/8" 36 7/8- VENT WIDTH 05 00 VENT WIDTH EGO-GUARD SERIES-200 v TYPICAL ELEVATIONs ALUMINUM HORIZONTAL ROLLING )YINDOIV � o OK) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER Z In to CHARTS SHOWN ON SHEETS 2. r � w 0 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE Ogg:- THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER . [kgs, � ••••• v W rn� W SHUTTERS ARE NOT REQUIRED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING '..' I.] .. •• TO QUALIFY FOR SMALL MISSILE IMPACT RATING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. •.... **so* EXTERIOR PLY OF GLASS TYPE `C' MUST BE TEMPERED. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL g g e:e e • WILL APPLY TO ENTIRE SYSTEM. •••• ""' goes • 1/8" HEAT STREN'0. GLASS ® g:•• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •••••• � � � o g:gg' REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY.s'•o' o o•g•• 1/8' HEAT STREWD. GLASS 1/8" HEAT STREN'D. GLASS 5/16- AIR SPACE HURRICANE ZONE (HVHZ). g g g g g• n n o •• 1/8" HEAT STREN'D. GLASS • • ' O9O" INTERLAYER 090" INTERLAYER WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• " r o ••••• BUTACiTE PVB BY 'DUPONT' SENTRYGLAS BY 'DUPONT' .090" INTERLAYER LOADS TO THE STRUCTURE. g . g q ao g..: 13UTACITE PVB BY 'DUPONT' ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS" ' m Z c� ' 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'0. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE c c r „ SILICONSILICONE E NOT PART OF THIS APPROVAL. o o PZN DOW CORNING 899 a DOW CORNING 899 a GE SCS 2000 � ul GE SCS 2000 m DOW SILICONE$ 9 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. .' 0 0 0 0 z m z m ? MATERLALS INCLUDING BUT NOT L1M1TE0 TO STEEL/METAL SCREWS, THAT a g g COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ifl (n tO 22 i„ 2 REQUIREMENTS OF THE FLORIDA BLDG_ CODE SirCTION 2003.8.4. c o m Engr. JAVAD ANMAD PRC/'JUCT REVISED N j ICIVIL PE 0 _ as conipi?Ing with the Florida 23 23 I 23 SCA N. 538 92 Building Code r r i o Acce}riance No-' - � c n o a Expj on Dale '° 4 v v n 10 IOBY 29A CARDINAL XL ,'t F,#i mi T Ade Pr*duct C�antrot;' r drawing no. t , EDGE SPACER , SETTING BLOCKS AT INSUL. LAM. GLASS GESS TYPE `�' GLASS TYPE ST. STEEL GLASS TYPE C NOTCH GLAZING BEAD LEG ( Y1t 0 9—12 TO CLEAR BLOCKS GLAZING -OPTION sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES) DEMGN LOAD CAPACITY - PSP (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES} W/O REiNF. 141T1f REM. 11/O REM. 'RPl'H REINF. W/o REWF. 11= REIINF. i GLASS TYPE GLASS TYPE GLASS TYPE cumTYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE= s� p WIAIDO�P DIMS. A `x 'B' 'C' WINDOW DINS. A '�, NBt WINDOW DIMS. A IA' 0• z WIDTHHEtGi1T Ext.(+) INT.(-} EXT.(+) IIT.{-) EXT.(+) ItaT.{-} WIDTH HEIGHT EXT.(+) �T.{-} EXT.(+) wr.(-) DCT.(+) INT.(-) WIDTH 14EIGHT >_xr.{+} ttaT.{-) Ext.(+) tear.{-} �.(+} uvr.{-) L=/ t 26-1/2" 4 74.0 80.0 $0.0 90.0 70.0 80.0 74" 26' 9 70A 80A 80.4 90.0 70A �.0 74' 26' 9 70.0 80.0SQA 90A 70.0 800 }` I 37" 26' 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4- (3) 12 MO 80.0 80 0 90.0 70.0 80.0 O o 53-1/8 (3) 6 7fl.0 80.0 80A 90.0 70.0 800 111 12 700 80.0 80.0 90.0 70.0 80.0 i 11 12 70.0 804 80.0 90.0 74.0 $0.0 0 U ?4' 8 70.0 800 80.0 90.0 70.0 80.0 74' -3/8' 9 704 80.0 80.0 90.0 70.d 80.0 74' p 38-3/8 9 70.0 80.0 80.0 90A 70.0 80.0 26-1/2' 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" {3} 12 70.4 80A 80.0 90.0 70.0 80.0 106-1/4 (3) 12 - - 80.0 9fl.0 7fl.0 80.0 0 mt i 37" 38-3/S' 4 '70.0 $0A 80.0 90.0 70.0 80.0 111' 12 704 80.0 8OA 90.0 70.0 80.0 111' 12 - - 80.0 90.0 70.0 810 53-1/8" (3) 80.0 mo 70.0 80.0 74' 50-5/8' 9 700 80A 80.0 90.0 70.0 804 74' W-`5/8' 9 70.8 80.0 80.0 90.0 70.0 80A a q d 74'- 8 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' (4} 12 70-0 80.0 80-0 904 70.0 80.0 (4) O re a 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 800 80.0 900 70.0 804 74" 63" 9 70.0 700 80.0 90.0 70.0 80.0 .0 37"_ 50-5/8" 4 700 84.0 80.0 90.0 70.0 804 74" 9 70.0 70.0 80.0 900 70.0 80.0 (5) I� 53-1/8" (4) 6 70.0 W.0 80.0 90.0 70.0 80.0 106-1/4 63 12 70.0 70.0 80.0 82.6 70.0 80.0 72 9 70.0 80.0 80.0 90.0 70.0 80.0 74'- 8 70.0 80.0 80.0 90.0 70.0 80.0 ill" (5) 12 70.0 70.0 80.0 80.4 70.0 80.0 84' 24" 9 70.0 $0.0 800 90.0 7d.0 80.0 Q Elm 26-1/2" 4 70.0 80.0 80.0 900 704 80.0 72" 9 70.4 800 80.0 904 70.0 80.0 96' (2) 12 70.0 80.0 80.0 9o0 70.0 80.0 �tl 37' 63' 4 68.9 77.5 80.0 90.0 704 80.0 $4 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" , 12 70.0 80.0 80.0 90.0 70.0 800 53-1/$' (5) 6 70.0 70.0 80.0 904 70.0 80.0 96' (2) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.4 $0.0 80.0 9fl.0 70.0 80.0 o 74" 8 70.0 704 80.0 80.4 70.0 80.0 108' 12 70.0 54.0 -804 90.0 70.0 80.0 84' 36" 9 70.0 ${t.0 80.0 9f}.0 70.0 Sd0 a °i m 24" 4 70.0 8QA 80A 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80 0 9d.0 7019 80.Q go 36' 4 74.0 80.0 80.0 90.0 70.0 80.0 84' 36" 9 70.0 80.0 80.0 900 704 80.0 108" - - 8UA 90.0 70,0 80.0iR 24' 9 70.0 80.0 80.0 90 0 70th 80.0 0 W M 48" {2) 6 70.0 80.0 80.0 900 70.0 80.0 96" (3) 12 70.0 8d.0 80.0 90.0 74.0 80.0 72" " 60' 6 70.0 SOA 80A 90.0 704 80.0 1�' 12 70.0 80.0. 8Ci.0 90.0 70.0 �I.O 84" 9 70.0 70.0 80.0 90A 70.0 80.0_ w 72" 8 700 80.0 80.0 90.0 70.0 80.0 172' 9 70.0 80.0 80.0 90.0 70.0 80.0 96 12 70.0 70.0 80,0 90A 7CDA 80.0 $ 00 u 24' 4 70.0 80.0 80.0 90.0 70.0_ 80.0 ;84' 48' 9 70.0+ 80.0 80.0 90.0 70.0 800 72" 60" 9 70.0 70.0 80.0 90.0 74.0 80.0 3$" a. 4 70.0 80.0 80.0 90.0 70.0 80.0 96' (4) 12 7Q.0 80.0 80.0 90.0 70.0 80.0 (5) g O o K 48 (3 6 70.0 80.0 8fl0 90.0 70.0 80.0 108' 12 70.0 . '50.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL � p � 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72' 9 70.0 70.0 80.0 90.0 70.0 80.0 ( } - NO. OF ANCHORS PER JAMB �i Z �LL 72" 5 70.0 80.0 80.0 90.0 70.0 80.0 84' W. 9 700 70.0 $0.4 90.0 70.0 80.0 z n 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 70.0 80.0 90.0 70.0 80.0 0 .:� :> 36' 4 700 80.0 80A 90 0 7D.0 50.0 i 08" 12 70A 70.0 80A 87.6 70.0 80.0 48" A = NO. OF ANCHORS PER HEAD & SILL (1/4w) (1/2W} ( / } • • 8 !x!tA?� �'''- •••••• 48' 6 70.0 80.0 80A 90.0 70.0 80.0 1 �', ••••• w �• 4 60' ( ) 6 70.0 80.0 80.0 90.0 _70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB1946066 72' 8 70.0 80A 80.0 90.0 70.0 80.0 •• 24" 4 70.0 80.0 800 900 70.0 80.0 ' • 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48' �) 6 70.0 70.0 80.0 90.0 70.0 80.0 (1/3w) (1/3w) (1/3w) �, _ ..... .. .. W" 6 70.0 70.0 80.0 90.0 70.0 80.01/4 i' ' OPERATING VENTS TO BE OF THE WINDOW WIDTH �••�•� `i� � c • 72" 8 70.0 70.0 80.0 87.6 70.0 80.0 • • • A = NO. OF ANCHORS PER HEAD & SILL 'XsOX' • • ' >� 01 .... •• . • { ) = NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/,3 OF THE WINDOW WIDTH NOTE: n r N GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM £1300-09 (3 SEC. GUSTS) a "o 'X©X' ANN FLORIDA BUILDING COMMISSION a m " ., DECLARATORY STATEMENT DCA05-UEC-219 a Engn JAVAD AtitJ1A0 PRODUCT REViSEO 1 e CIVIL as emplyug with fixe Flerida+ c FLA. PE # 70592 Building Cg ' ' - LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS C A t� 3t3 %im f - 9 ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Date a 'XO OR OX' FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL a Prt�dtwi Control`f^ drtxvring no. FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF �r, � W09 12 SEE SHEET 4 FOR DETAIL. �- , , shell. 2 of 7 Q 'TYPICAL ANCHORS w tBY !� SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS xi �WOOD BUCK ( STRUCTURE SE£ ELCV. FOR SPACING fl,MIAM!—RADE COUNTY APPROVED O MULLION & MULLION ANCHORS aSEE SEPARATE NOA Q a O 0 0 L I i 19 g i a I v � ` mg 19 \ " r e01 00 9 _ TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING Qj s WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. v 0 ai J i in WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACINGCID 4" DIA. TAPCON BY 'ITW' (Fu=120 KSI, Fy=92 KSq & � W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END �../ - W AND 37" O.C. MAX. 114" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) ac j� 0 N W4 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES p � SEALANT: 1-1/2" MIN. PENETRATION INTO WOOD a, i o Ri i ALL JOINTS'AND FRAME CONNECTIONS SEALED WITH 0 co N W ►- JOINT SEALER. THRU 1 BY BUCKS INTO CONC. OR MASONRY g d o z a > 1-1/4" MIN. EMBED INTO CONC. OR MASONRY i Z � a� W DIRECTLY INTO CONC. OR MASONRY ; Z'-�. n 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ;•• •• ©.loa n � •••:6 0 w . #14 SMS OR SELF DRIL UNG SCREWS (GRADE 2 CRs) ••• •. 8 �'� Sege* INTO METAL STRUCTURES See ��•"' STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) •*000• s.. • ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ••• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED). „� %•• B .... •....• o • 9 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ' ' U3(GRADE • " .• }t p o O • •.i• 14 15 16 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1•/8.} . _ i . . (NO SHIM SPACE)rL � N ' • z 4 a IfPICAL EDGE DISTANCE 2 4 w N w NL INTO CONCRETE AND MASONRY = 2-1/2” MIN. 18 uva a O INTO WOOD STRUCTURE = 1" MIN. m 8 n (n �_o INTO METAL STRUCTURE = 3/4" MIN. a "' N � 0 0 0 3 I `` _� o CONCRETE AT HEAD, SILL 4R JAMBS f c = 3000 PSI MIN. C-90 HOLLOW/FILLET) BLOCK AT JAI48S fm = 2000 PSI MIN. 26 t o Engr: JAVAOI1M31D PRODUCT'REVISED d a i CML as complying with the Ptw'ida ° to a ° FLA, PE 1 70542 3uildiug Code o A C A ty. 353(3 °iccegtalcC too - 'I Expiration[)we � `6a4 By $ G TYPICAL ANCHORS a TYPICAL ANCHORS a $ Miomi udc Product Control droving no. . a I SEE ELEV. v 1 BY I SEE ELEV. FOR SPACING W000 BUCK FOR SPACING �` W09-12 wl sheet 3 0=f7 of 1/4' MAX. �� N SHi1:4S 1/4- MAX. TYPICAL ANCHORS m o SHIM C D OE 5 SEE FOR SPACING z 0 21 8 7 Q TYPICAL ANCHORS - _ - 17 a P K O O SEE ELEV. tJ FOR SPACING - _ = 25 - -- - 23 • 0 3 � METAL 17 20 _ ° STRUCTURE __ SCREEN OPT. -------27 --= a 0 cf DOL @ a `i v O 6 17 1 BY LL IA v 4 STEEL REINFORCING }1 }2 WOOD BUCKS AS REOD. v y SEE SHEET 2 FOR CAPACITY Q WINDOW WIDTH r--� XO LAYOUT V TYPICAL ANCHORS Cm SEE ELEV. FOR SPACING1/4n MAX. J 1 PENT WIDTH VENT WIDTH SHIMS N ami 1/4` MAX. D.L. OPG. D.L. OPG. :2 o SH1M C TYPICAL ANCHORS 2 8 7 FOR SPACING a } w 0 j05 17 t- 25 _ __ Q oto to to cv 0 17 20 WOOD B _ _ • • p " ••�• - - - - - __-= SCREEN OR. ----------- •• R ----SCREEN OPT ----- n �_ - - - -R t. vo •••••• U O! WOOD STRUCTURR 0 27 iii i��.' - - - :�\` `\ • w • • 17 1BY •.•• s ••.• 6 . • 4 STEEL REINFORCING WOOD BUCKS •••• 11 12 D.L. OPG. AS REQD. ' • •• SEE SHEET 2 FOR CAPACITY EXTERIOR .• .. n WINDOW WIDTH so**** Q I o • ••• fl ~n g XOX LAYOU •• o " „ o o ,s T • .. old. L ► ... • w. • Cr z o MIAMI-DADE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING in o r .- C Op � +n •W aoo 0 - - o PRODUCT REVISED Engr. JAYAD AHAIAD - - _ - CIVIL as complying m ith the Florida ev FLA. PE ¢ 74592 3W1din$C x1e C C A k. 3538t r. k 3, a :Acceptance No Expiration Date f _---- --------SCREEN OPT. •° Ily Miams eProductCoittroYJ'f drawing na. WINDOW WIDTH WINDOW WIDTH sheet Q of 7 0 METAL `14 STRUCTURE I ti TYPICAL ANCHORS MIAMI—DADE COUNT' APPROVED o TYPICAL ANCHORS LSEE ELEV. FOR SPACING MULLION & MULLION ANCHORS 3 a SEE ELEV. FOR SPACING SEE SEPARATE NOA it J a Q s C fA 0 IL a t 28 N 2ti N 28 ALT. d .0 TYPICAL ANCHORS LZ tf! SEE ELEV. FOR SPACING W g J I to z N � W o � L J- x } w W af5 to r'l O O r`) c� 1 z � 1/4" MAX. cn Zr SHIMS28 ALT. •� �! M •�• `i v W �• ••.• •• 9 Ltd Gas� �' '• 4 91 Doe: e••G • • • Goes • • •• • 00 0 741- IA M_ M G TYPICAL ANCHORS TYPICAL ANCHORS G • SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING A ` e•e• e v G e • • ® W z g � z a •' A D N r O a �? r N C ooa •� Camv o ALT. 28 g r d N INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Eggr: JAYAU�—A4iMA4 PRODUCT"_Viththe CIVIL as complying with the F4aricbR H F,A N.PE 3538 92 Building Code c AcceptWcc N0 `fes r 5z j g u o �Ji�llratiOn DatE f--,s'd-i a tLi a Miami a&Product Controj�'i ;ro�wing no. —' 09-- 12 sheet 5 of 7 1 067 mm PART f QUANTrN DESCRIPTION MATERIAL MANY./SUPPLIER/ MARKS w 2.750 1 1 FY201 1 FRAME HEAD 6063-Tf 3/16" 2 FY202 1 FRAME SILL 6063-T6 500 .715 3 FY203 1 SILT TRACK INSERT 6063-76 �^ A 15 1.434 4 FY205 AS REOD. MOV. FRAME JAMB 6063-T6 _ - 613 �Eo T" I O62 5 FY101 AS REOD. FIXED FRAME JAMB 6063-T6 1.718 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T£ - p 3.249 .Q62 1.140 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - V i2 11 - 8 _ Ff" 1/ VENT JAMB STILE 6463-T6 �e ` VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - ' .813 10 FY108 AS REOO. GLAZING BEAD (IAM. GLASS) 6063-T6 33p 2,095 .519 ' "� 130 10A FY110 AS READ. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 1 250 11 - AS REQD. REINFORCING BAR STEEL ��a r 1.1I.0�1.6f0 .719 .045 .503 .045 .803 f2 - AS REQO. REINFORCING BbAt STEEL Q 13 FY204 AS RTEOD. ADO-ON SILL RISER 6063-T6 USE AS READ. r: L'J FRUE HEAD 2246 I 14 FY203 _ 4/ VENT ROLLER HOUSING & GUIDE CELCON - t6 z -m! 1.047 1.047 zrj 1.140 15 FY209 2/ VENT ROLLER - BRASS - ^_ Q $ .062 K 16 FY2f0 2/ VENT ROLLER PIN ST. STEEL - i.ilOi.610 219 10 GLAZING BIDS 178 X 1" AS REDO. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 is X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL ENO) CRs P H. Sk4S C) o 1.344 O1 .813 19 W23181 AS READ. FIN SEAL W*STRIPPING - ULTRAFAS _t ' JAMB STILE 20 Q300T190 AS READ. $ULB SEAL O-LON SCHLEGEL co i SANTOPRENE ULTRAFAB, DUROMETER 65±5 z 1.1158 21 E207 AS REOD. BULB SEAL 2 2.063 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAEAB, DUROMETER 65±5 H 0 3.876 F1.250 23 FLB-50 AS REOD. GLASS SPACER SILICONE FRANK LOWE .OB 2501 24 SL203P 2/ VENT SWEEP LATCH - SULWAN a§c ASSOC. " 25 #8 X 1/8- 2/ LATCH LATCH INSL SCREW SL STEEL OH SMS 1.140 1340 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS r� 0 c0 M NO Lr 4 1 .062 27 _ _ 1/ VENT 5/16" BOX SCREEN - OPTION& _ N O o I .500 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL Z �- L1.344- 29 2/ LRE SE7TING B bCK EPDEA DIMMETER 75±5 SHORE A c } in -2.750 ¢�d 7 MEETING RAIL. • • �J.�-L,I w ••• �••� i w t!1� • 2O FIIAME SILL 2.188 96060 0 • 3f4 9999' . .. 9999•• • • •• .250 - • • 4A 1.422 .. .. • a . ••• 1.202 c . .340 312L .062 ••.•.. • • q� ••• 0.t 162 1.375 •00 0 Cc • ••i J S L TRACtC FIXED MTG. RAIL CD 500 1.i 87 .750 aoa 062 .062 2.812 2.812 2.750 CPAL£ngr JAVAU Al-O" PRODUL-I*1RBVISEI3 o 2.750 2.688 � PE itaP2 Building l�Code Else Ftoa o n 062 3Sss f;.c q*mcewo 4 L*xpnkation l�le C,a o L s U ice. t{-aj1't I 769 6,a is PoX By ; 74 M- 969 $� IvTiaswP product Cgs 1 dm�ting no. 2.611 S W09- t E. 1.687 1.688 sheet $ of 71 �4 MOV. E JAMB 0 FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER 0 17 17 1 rn 0 zi � L 0 0 L4 e 4 W � J � FRAME TQP CORNER W to VENT TOPMOTTOM CORNERS x } wLc N 00 17 17 8 O O v) a ILL LL o y .•. r-2 s ..:. I pk" .. iwGTM . ... 04• go. • • �ta7 � 41 ... y • • M L . go 0 E • r o 0 p n a •� = 4 t4 V � a En9r. JAVAD Aiit.+At) PRODUCT REVISED + i CtVvL as complying with the Ftwida aN{v FRAME BOTTOM CORNER FM PE ; 70592 Building Code o CAM. 35313 Aceeptanoe No -ts ii D Expitalmn Date Bv j: Miami, ade Peaduct Contr drawing no. r w09-12 FIXED MTG RAIL CORNER rsheet 7 of 7