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WS-17-2846 Permit NO. WS-1 2-1 7-.2846? �sKO1S y,� Miami Shores Village IllsM Permit Type:WirldowsrShutterS 10050 N.E.2nd Avenue , o'kClassification:.Window/Door Replacem Miami Shores,FL 33138-0000 r I I I I Phone: (305)795-2204 Permit Status:APPROVED F�ORIOp` Issue Date: 12/512017 Expiration: 06/03/2018 Project Address Parcel Number Applicant 9510 BISCAYNE Boulevard 1132060142880 Miami Shores, FL Block: Lot: MOHAN KOTAPALLY HILLARY Owner Information Address Phone Cell MOHAN KOTAPALLY HILLARY GLAZER 9510 BISCAYNE Boulevard (412)680-3000 MIAMI SHORES FL 33138- 9510 BISCAYNE Boulevard MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 10,884.62 Valuation: DVG BUILDERS INC (305)506-7308 ......_._�._ _. �........._ ._.__.... _......,,... Total Sq Feet: 0 Type of Work:REMOVAL AND INSTALLATION OF 8 IMPAC Available Inspections: No of Openings:8 Inspection Type: Additional Info: REMOVAL AND INSTALLATION OF 8 IMPAC Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.60 Invoice# WS-12-17-65799 DBPR Fee $2.70 � 12/01/2017 Check#:7052 $50.00 $ 161.30 DCA Fee $2.00 Education Surcharge $2.20 12/05/2017 Check#:7065 $ 161.30 $0.00 Permit Fee $180.00 Scanning Fee $9.00 Technology Fee $8.80 Total: $211.30 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 informat ionaccurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize ove-naontractor to o e work stated. December 05, 2017 Authorized Signature:Owner / Applicant / Contractor / ent Date Building Department Copy December 05, 2017 1 F Inspection.Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)785-2204 Fax:(305)756.8972 Inspection Number, INSP-293209 Permit Number. WS-12-17-2846 r Scheduled Inspection Date:February 15,2018 Permit Type: Windows/Shuttem Inspector Riveron,Alexis Inspection Type: Final Owner. HILLARY GLAZER,MOHAN Work Classification:Window/Door Replacement hYADAI i V Job Address:9510 BISCAYNE Boulevard Miami Shores,FL Phone Number {412)680-3000 Parcel Number 1132060142880 Project: <NONE> l Contractor. DVG BUILDERS INC Phone:{3056-7308 �YIiWIW I�WI YIII�-IWI--ISI�I�/� 11111 IIII 1 Building Department Comments REMOVAL AND INSTALLATION OF 8 IMPACT WINDOWS Passed Comments INSPECTOR CtiMIUfEN7S Fain WITH WHITE FRAME AND CLEAR GLASS inspector Comments Passed Failed , Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 14,2018 For inspections please cal:(305)762-4948 page 8 of 38 i� Miami Shores Village RECEIVED Building Department NOV 3 0 P017 'Cl,p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 v Tel:(305)795-2204 Fax:(305)756-8972 W 4-1 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit No.T PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9510 Biscayne Blvd City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-206-014-2880 Is the Building Historically Designated:Yes NO X Occupancy Type: SF Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Hilary Glazer Phone#:412-680-3000 Address:9510 Biscayne Blvd City: Miami, Shores State: Florida Zip: 33138 Tenant/Lessee Name: N/A Phone#: Email: N/A CONTRACTOR:Company Name: D.V.G BUILDERS INC -Phone#: 305-50677308 Address: 2930 SW 115 AVE City: MIAMI State: FLORIDA Zip: 33165 Qualifier Name: DANIEL GARCIA Phone#: 305-264-0992 XT 2006 State Certification or Registration#: CGC1519237 Certificate of Competency#: DESIGNER:Architect/Engineer: JBDESIGNS & PERMITTING. Phone#: 754-701-7126 ` Address:6499 POWERLINE RD City: FORTLAUDERDALEState: FL Zip: 33309 jqValue of Work for this Permit:$ /_ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑■ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of work: Removal and installation of 8 impact windows all with White frame and Clear Glass 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$ fj(oI (Revised02/24/2014) } Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A 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 t OWN or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The forrlegoVinrument was acknowledged before me this Lday of 0 C 20 ; by 1 Id7b-cf 20 , by OY1c 11 1�(3*C k N`,%�A `,who is personally known to who is person y kno n to me or who has produce T to Ah �6,hA \CLAIaL as me or who has produced as ��t� 0 —' "h—�0Y ro identification and who id all e n oath. identification and who did take an oath. NOTARY PUBLIC: 1\m) `, � 0A KX . �1 � NOTARY PUBLIC: Q j �iY ,4nq n� G�116-335—�y 9Z1- � . Sign: Sign: A L r Print: ✓V Print: Seal: Se �P �. NATHALIE CEPERO r� ` E PUENTES �A oe c+s Notary Public-State of Florida MY COMMISSION 4 FF907557 • ,. ExPrRFs:.4ug=09 20>9 Commission 4~GG 049216 ";i ��f� My Comm.Expires Dec 19,2018 ` � I ' a APPROVED BY �'•(� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 12/1/2017 Property Search Application-Miami-Dade County _-ERTY APPRAISER OFFICE OF THE PROP Summary Report Generated On: 12/1/2017 Property Information , Folio: 11-3206-014-2880 9510 BISCAYNE BLVD Property Address: Miami Shores, FL 33138-2537 Owner MOHAN KOTTAPALLY HILARY GLAZER Mailing Address 9510 BISCAYNE BLVD MIAMI SHORES,FL 33138 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ f Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 5/3/0 Floors 2 . Living Units 1 Actual Areatee. 3,720 Sq.Ft Living Area 3,244 Sq.Ft cr -; anh Adjusted Area 2,984 Sq.Ft Taxable Value Information Lot Size 18,095 Sq.Ft Year Built2017 2016 2015 1981 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value $409,523 $400,072 $396,944 Land Value $461,422 $399,900 $369,138 School Board Building Value $211,204 $212,779 Exemption Value $25,000 $25,000 $25,000 $214,356 XF Value $58,223 $57,504 Taxable Value $434,523 $425,072 $421,944 _ $44,794 City Market Value $730,130 $670,902 $628,288 Assessed Value Exemption Value $50,000 $50,000 $50,000 $459,523 $450,072 $446,944 Taxable Value $409,523 $400,072 $396,944 Benefits Information Regional Benefit Type2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $409,523 $400,072 $396,944 Cap Reduction $270,607 $220,830 $181,344 HomesteadExemption $25,000 $25,000 $25,000 Sales Information Second Homestead I Exemption $25,000 $25,000 $25,000 Previous OR Sale Price Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Page Board,City,Regional). 05/19/2017 $905,000 30548- Qual by exam of deed Short Legal Description 1072 07/01/2001 $320,000 19798 Sales which are qualified MIAMI SHORES SEC 3 PB 10-37 1704 LOT 3-A LESS TRIAG PORT DESC AS 00000- Sales which are disqualified as a result of BEG NELY COR LOT 3-A TH SELY130FT 09/01/1990 $0 00000 examination of the deed SWLY25FT NELY TO POB&ALL OF L07/01/1989 $0 14210- Sales which are disqualified as a result of LOT 4 BLK 75 1018 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: rt y Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax: (305)756.8972 I ectio� n requirements for. Windows, Doors, Skvlights or Fixed Glass (cladding) Permits Upon issuance of permits far the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sideltes,skylights or fixed glass(cladding) the permit-holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing:The purpose for this inspection, is for the verification of conformance with Product Approval ("VOA). ovule ge nt: ali er/ ature Date Print Name Estimate ANCHOR 1709-2519-0637 1 M PACT 2017-09-27 WINDOWS a DOORS Exhibit B Anchor Impact Inc. Hilary Glazer 7292 SW 40th St 9510 Biscayne Blvd Miami FL 33155 Miami Shores FL 33138 (305) 264-0992 hilary.glazer@gmail.com (845)216-9709 O Q RC Home,S1w . ase Windows Mooars s Desorption t l Total- F CM100 $3,942.00 Casement Window (27 X 63) Frame Color: White Glass Color: Clear View Style: 4H 1 V Colonial Grids Hinge: Right Mark:A, B, D, C Quantity: 04 CM100 $3,416.40 Casement Window (27 X 51) Frame Color: White Glass Color: Clear View Style: Full View Hinge: Right Mark: E, F, G, H Quantity: 04 $7,358.40 t 5 r � �,, i j�...A ti'. { j F y - � ! r.+ ! .4. F �r Y F.�c• '. ''s es� � y, � T tal.i Descnptian Surface Mounted Muntins [Flatl $410.40 A bar or rigid supporting strip mounted on the surface of adjacent panes of glass. These muntins are raised to add another level of depth to the pattern Mark: A, B, C, D LAb` t 194 }t s i 7' ij.. Total Window Installation Complete window installation includes; removal and disposal of existing window. Stucco and drywall patchwork. (If required) replacement of wood buck with pressure treated wood. $1,972.00 1 of 6 f Un Pace 1 QuarTtrtys ,: Tota1: .__.._. _. ._... .... -�_-- Permit and Enaineering Allowance $600.00 1.00 $600.00 This Allowance will be included in the payment terms specified in Section 3. Balances will be added to the final payment, if any costs from revisions or reworks incur that exceed the Allowance. Subtotal $10,340.80 Tax $543.82 Total $10,884.62 Acceptance Measurements are subject to change upon project survey, prior to production. All configurations are referenced from the exterior of the home looking in. I acknowledge that I have read, understand and agree to what is included in the work described above and agree to the price pursuant to the Terms and Contract conditions included in sections 1-7 of the Agreement: If Anchor Impact Inc will not be performing installation. Payment terms are: 50% Deposit upon the signing of this agreement 50% due upon Delivery Signature Date September 29, 2017 1 f617 /G/-7 2of,6 i I MIAMP MIAMI—DADE COUNTY Laaamm PRODUCT CONTROL SECTION DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES(RER) It 805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(78 X w 2 ( 1 599 NOTICE OF ACCEPTANCE OA mea �idn e. os om RC Home Showcase,Inc. 2970 NW 75"Avenue Miami,FL 33122 ` SCOPE: This NOA is being issued under the applicable rules and regulations governi4 t" `; s o q onstr tion materials. The documentation submitted has been reviewed and accepted by 1V�tami e unty R Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami=Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing anC;.*";rHJ M y0 immediately revoke, modify, or suspend the use of such product or material within th$ir jurWic4on. RER .• reserves the right to revoke this acceptance, if it is determined by Miami-Dadc-"ty Pkcruot'Control..% Section that this product or material fails to meet the requirements of the applicable•btiiiding code.- This ode-This product is approved as described herein, and has been designed to comply.,dlrlr the Fl01~ifi'a'Building • Code, including the High Velocity Hurricane Zone. ."" 0000.. . 0000. DESCRIPTION: Series "CM100" Outswing Aluminum Casement Window-•L. . . V0000 00000* APPROVAL DOCUMENT: Drawing No. W04-16, titled "CM100 Aluni'tnu*ri:Casement Window (L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision J dated 11/10%15, I1repareq brA4-Faropq 0 Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade,.Codaty Product Conttd?0. Section Revision stamp with the Notice of Acceptance number and expiration date by the h4k**ni-Dade County Product Control Section. MISSILE IMPACT RATING:karge and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1112.10 and consists of this page 1 and evidence pages E--1;E-2,E-3 and E-4 and Green Sustainable Attribute(G.S:A.)page G-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No, 15-0416.02 MIAMMADE COUNTY Expiration Date: July 29,2019 Approval Date: January 14,2016 �PF age RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11.0932.06) 2. Drawing No. W04-16,titled"CM100 Aluminum Casement Window(L.M.I.)",sheets 1 through 11 of 11, dated 03/01/04, with revision J dated 11/10/15,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 :*00:0 5) Cyclic Wind Pressure Loading per FBC, 1'AS.2Q3-94• '•••:• 6) Forced Entry Test, per FBC 2411.3.2.1, atdj.4�202;$4.;• •�•;:• along with marked-up drawings and installation diagram of•alautswing.aluminum 0 casement window, prepared by Fenestration Testing Laboratpil;luc., TgsrR%port o.00•0 FTL-6439,dated 02/21/11, signed and sealed by Marlin D. Brinson,P.E."•• 00:00* 00.00. .000.. 0 0000. 0 (Submitted under NOA No. 1-1-0922.06) 0000 0000.. 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-940•:•: 0 •; 2)Uniform Static Air Pressure Test,Loadineper FBC,TAS 202-94••••• 3) Water Resistance Test,per FBC,TAS 2021-9.4- 4) 021-9.44) Large Missile Impact Test per FBC; TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Drop Load Test(400 Ft. Lb.),per ANSI Z97.1 along with marked-up drawings and installation diagram of an outswing aluminum Casement window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5867, dated 05/02/09, signed and sealed by Julio E. Gonzalez,P. E. (Submitted under NOA No. 10-0426.09) 3. 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 aluminum casement window, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-03-1346, dated 09/16/03, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 06-1130.01) Manuel Pe z, X. Product Control E a ner NOA No. 15-0 16.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of aluminum casement window,prepared by Hurricane Engineering &Testing,Inc.,Test Reports No. HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03 and HETI-03-1859, dated 01/16/04, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.01) 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 and TAS 202-9.4..:. along with marked-up drawings and installation diagram:of•4umin um casement*:' window,prepared by Hurricane Engineering& Testing,Inc.,XQ"eports into' 0604:6 HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated 0A-Y03, all signed and0• sealed by Rafael E. Droz-Seda,P.E. 0000 0000 0000 0000 0000. (Submitted under NOA No. 06-1130.01) • • 0000.. . . 00000 90000 0000 : 0000.. C. CALCULATIONS 4 6•••' 0 • 1. Anchor verification calculations and structural analysis, complying viih:FBC 'SM"' Edition (2014), dated 03/31/15 and 11/090/15, prepared b�X-1:aroog0Corporat4m,••: 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 "Butacite®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 "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. Mauu er z,P.E. Product ContE miner NOA Ni.o5-0416.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-2 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FRC 5" Edition(2014), and of no financial interest, dated March 31, 2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. FTL-6439, dated 02/21/11,issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 11-0922.06) 3. Laboratory compliance letters for Test Report No. FTL-5867, dated 05/02/09,issued by Fenestration Testing Laboratory, Inc.,signed and sealed by Julio E. Gonzalez,P. E. (Submitted under NOA No. 10-0426.09) 4. Laboratory compliance letters for Test Reports No. HETI-03-1346, dated 09/16/03, HETI-03-1848, dated 09/17/03,HETI-03-1856, dated 09/17/03, HETI.03-1.859, 4444.. dated 01/16/04, HETI-03-1350, dated 10/14/03 and HETI-0-1344, dated 09/12/08;••:• issued by Hurricane Engineering&Testing,Inc., all signed qjo s;aled by 4!,afael E,••*: Droz-Seda,P. E. 4 9 4 4 0 0 0 4444.. (Submitted under NOA No. 06-1130.01) •••• •••• • 4444 4444 4444. G. OTHERS •••••• 4444 . 4444.. 1. Notice of Acceptance No. 13-1112.10, issued to RC Hompgk-wvcase, Inc. for their* Series "CM100" Outswing Aluminum Casement Windo;v - i.M.I.*4 ove&•on•- 12/26/13 and expiring on 07/29/19. •••••• 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transfwttance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004 "Procedure for Determining Fenestration Product U Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, /WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked-up by National Certified Testing Laboratories, Test Report No. NCTL-110-12449.01, pages 01 through 07 of 07, dated 11/12/09, signed by Richard A.McVicker III, Simulator, and Steven H. Coble,NFRC Accredited Simulator,Simulator-Ir-Responsible-Charge. Manuel P ez P.E. Product Control x iner NOA No.15.0416.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-3 t RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS (CONTINUED) 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test- Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked-up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell,Technician, and Robert H.Zeiders,P. E.,Vice—President Engineering & Quality Person—Irl--Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window, CM100 ••• **go:* Raw Material: Aluminum '• • :'. '. •. Including letter from Fundiciones Industriales S.A. ( Q,,} dated,•03/22/jtr••: certifying that the extruded aluminum products contained•40% revycied scldp*o: .... .... ..... material, signed by Henry Kronfle,Vice—President. • ...... ..... %.0% . . . . ...... . . ...... .. . ... . Manue er z,P.E. Product Cont of E miner NOA No. -0416.02 Expiration Date: July 29,2019 Approval Date: January 14,2016 E-4 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES GSA SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials.The documentation submitted has been reviewed by Miami—Dade County Product Control. G a :RECYCLED CONTEN..T/B10-BASED IVIATERIAI /RAPIDLY-`RENENVABL-E %Recycled %Recycled %Bio-based %Renewable Material Component Name Content at at Disoosal Material Manuf. 1. Window Aluminum 30% 100% N/A N/A G$ U FACTOR THERMAL TRANSMITTAXItT-04(R GH_GC TOR SOI.,AR HEAT GAIN COEkF1GIEIVT _13Th :=. .+• ` = �. T YT$1BLE IIG$TTRANSMITT:ANCE AT NORMAL INCIDENCE, - - - . _. -:..:. CR CQNDENSATION_RIJSTSTANCE - - - Test Product (.,,�;. G.9:• ••• •• ID# Glazing Components: 'VT CR • Report#: Number U--Factor SHGC .. 00 . Base Iine ...... ... .' Product 000 5/32 CLR_240#2-SS-D_ARG_BRZ-1/8_090 PVB •Q.6:•• 0.1+1• •x.49 •• 1• 001 5/32 CLR 24042-SS-D ARG BRZ-1/8 090 PVB 1/8 ;IV% 0.19 •0.19 17 • 2. - NCTL 002 .5/32 CLR_240#2-SS-D ARG CLR-1/8_090 PVB 1/8 •0.62• 0.20• .$5 17 • 3. 110-12450-1 003 5/32 CLR 240#2-SS-D_ARG GRN-1/8 090 PVB 1/8 G • 0.1&. U7 ��' •: 4. 1 004 5/32 CLR 240#2-SS-D ARG GRY-1/8 090 PVB 1/8 0.62 0.19 0.23 17 Le end Abbreviations: Description: SS-D Desiccant-Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @#2 Surface Typical ARG 90%Argon PVB 0.090"Poly Vin 1 Butryal(PVB)interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass FACTOR :AftRMAUCONDUCTANCE� Component Name G-Value 1. Whole Window 1.94 Manueler z,P.E. Product Contro aminer NOA No.15.0416.02 Expiration Date: July 29,2019 Approval Date: January 142016 G-1 0 0. 0 a �or QS n g ., 0at1 z Igo I CI1I00 OPERATING/P1YED A1]11L1N Ill a4RYRNT MINDOWS W w FOR FLANGE FRAME wDvoM GWAORT SEE SHEETS 2 k 4. �} FOR FLUSH FRAME 104M CAPACITY SEE SHEETS 3& 4. > Bic< THIS PRODUCT HAS BDESIGNED AND TESTED TO COMPLY WITH THE � O EEN � ~ REOUREMENfS OF THE FLORIDA BURDCiC CODE INCLUDING HIGH VELOCITY Z = MURj RICANE ZONE(WQM W h MOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER O 4j LOADS TO THE STRUCTURE. _ ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS $ 20— TO BASE MATERIAL SHALL BE BEYOND MALL DRESSING OR STUCCO. ANCHORING OR LON"CONDITIONS NOT SHOWN N THESE DETAILS ARE NOT PART OF THIS APPRO'WAI. A LOAD DURATION 04CRFASSE IS USED IN DES" OF ANCHORS IMO MOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. !WN—METALLIC AND ROM—COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIIITEO TO STEEL/MEiAL SCREWS,THAT COME INTO CONTACT MRH OTHER OSSL"MATERLALS SHALL MEET THE REWRt1QIT5 OF THE FLCROA WILDING CODE APPROVAL APPLIES TO SINGLE VEDA MBIDOWS OR DUAL.VENT riW00WS USING RFTEGRAI � } IMPOST. \ \ / •• ••• • • • • • •• a•: S a MU1JON CAPACITY • •• • • • • ••• • _ ' ALSO TOP AND BOTTOM COMBINATIONS OF FDCED _ SEE SEPARATE • • • • • • • • • TFIESE WINDOWS ME RATED FOR LARGE t SMALL MISSILE IMPACT. _FOR TMS OPTION •• ••• •• • • • •• AND CASEMENT WINDOWS USING STACKRNO MULLION NOA SHUTTERS ARE NOT REQUIRED. \ xxT NEAD/SILI MLT}lOUT MULLION. \ FwR:IAwu AWIAD YRODUCI'REVTSBD O 'w" • ••• ••• 0• ••• ••• _FUl cr syn 'b comoft�go�. CAX ALSO TO SDE BY SDE COLt81HAT10NS- ... / • • • • • • • • • Ira � Of CASEMENT/FIXED. CASEMENT/CASEMENT / # • •• •• • • • • •• i OR WDH OTHER rnNooW TW w \ ••• • • • • • n as Pr drowLnq no. MODULES OF TWo on MORE WINDOWS \ \ \ 16 USIIG APPROVED MULLIONS. 11 2D1 RATBNG OF RM WINDOWS UNDER SEPARATE NOA 000 • • • • *00 • 4— • sW0W0 1 1 T • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 37'MAX.. _ 74•MAX. 3T MAX. _37'MAX." WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH Y SS 3/5'MAX 35 3/5'MAX. JS 3/t'MAX.. 35 3/5'MAX. 33 3/5'MAK x VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH Z i 30 1/5'MAX I• FALSE talN w 30 1/5'MAX. 30 1/$'MAX. 30 1/t•MAX. 30 1/6•MAX. O 0-L.ova MAY DE USED D.L.orc. OL oac. O.L.OPO. D.L.Ovc. - A 4 I a • - �. Q. �} AN T 1 \ / MlLl10N II % 11 7 it /. 11 0 O i 11 /r 11 M Q d F � Y • I�. � �I � � t N 1� •i jl � ' �� ` i II � 11 LL n n • � SII 11 � � c \�---=�--- / ♦ �N n \\ I \�===r4=== ♦ �N n =�-r-11µlj- __f_"-_ ^ :.� 1� -\-- - - 1� / n n IY 1 1 I _ • \ • \ ` La W 5 s/5'NAY :d 5 5/5•MAX. 3 6•J �turo APx�1oR5 5 5/5•MAX. 2' 5 5/5' LD IN a . HEAD/SILI NE";Slj AT EACH SIDE OF IMPOST NF/D/SLL ON SHEET 4 C2 �N SEE OHART S4EE7..4 CORNERS SIM 8Y StDI" WMDws, N n n CORNERS SU1G(F VENT tH[ri1L CORNERS D I I� �N?�F�• 3 MAXY MAXMULLION TWO ANCHORS 3 M � W AT EACH SIDE OF RNNON O Z- Q WINDOW 1NDTH WINDOW WIDTH SEE CHART SHEET♦ 5•MAX. 13 1/Y U p HEAD/SW.L 0.a a CORNERS 12 Al 4 S - / \ •• •i i i i •i •• DESIGN LOAD RATINGS FOR THESE WINDOWS TO BL AS PER °•:_ \ •• ••• •• • • • •• CHARTS SHOWN ON SHEET 4. \\ • \ ••• I"NGr FRAME WINDOWS FIX70592m .in,'.�. • • f5_04*oz ss \ • • • • • • • • • Wcp W- 11CPM j •• •• • • • • •• o"' 12015 . df•WtI99 \\ ' T W04-16 ••• • • • • ••• • • •h••t 2 of 11 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3T MAX. 74•MAX. _. 37•MAX. 37•MAX. �u WINDOW AID X. WINDOW WIDTH WINDOW WIDTH WINDOW YWDrN '• 35 3/a'MAX 35 3/5-MAX. 35 3/3•MAX 353/0•MAX. 35 3/a•MAX 1 VENT WIDTH VENT WIDTH VENT WIDTH VENT WIDTH vtNt enoTN Z *g 30.5/5*MAX Im FALSE MUNMs 30 1/a•MAX. 30 Or MAX. l0 30 t/a•MAX 30'!/a•MAX. Q i MAV BE uswML Oi'D. On.--�-{{ D.L OPO. FQ D.L.OPO, I I �`t I \\ F ST I i II II I Hilo / • to \ _ ___= ___ , 1 5 3/4.MAX 3_ �' Cy� .. S 3/4't1AX. a t/2'11AX. S 3/4•MAX ta' �TWO AKHM Ar E s10E OF liIOST HEAD/SLLL SEE CH1R1Y s 9=N CORNERS SINGLE VENI_M�ML / HEM/su rts DUAL VENT WQW, SEE CK4RT SHEET s CORMS SIDE BY SIDE WDWS: OM SHEET 4 Z N EACH TWO ANCFWRS tJ N 1MfiDOW IIWDTtI WINDOW WIDTH 37'MAX AT 37'MAX. E OF MULLION SEE CHART SHEET 44 0 Z �� g V Ol C4 / \\ i •• ••• • • • • • •• 2"e �' \ n • • •• • • • • • ' H \ • • • • • • • • • DESIGN LOAD RA71NGS FOR THESE WINDOWS TO BE AS PER\ o \ o •• ••• •• • • • •• CHARTS SHOWN ON SHEET 4. AffIW 17C000C:1'MlVISL'U \ I FLUSH FRAME WINDOWS chk ..eurrl•.•Drwvau. •\\ \ t f — •••• ••••.• ••• • ••• •a Tu K Cad 4NOV , • • te Dft do041fi.c2- - 0 Awepbaft No D• • %•• ••• a 3/4•MAX a t/I-WX 5 3/4•LUXa t/z'MAX. �W049—g1e6 •fi...tt HfAO/SILL HEW/-L MEAD/SILL HEAD/SIL ••• • • • • ••• • • •h••! 3 d 1 1 CORNERS CORNERS .. _ - 000 • •• •• • • • •• •• •�, - _. DRSIGN IAAD:CAPACITY-PSI D18ION LOAD CAPACITY- PSP DISIGN LO"CAPACITY PST SDiGLS VENT i1ND0113 - •- 8188 SY Sim SD=IRM TBWA ORECWH OF DUAL YXM TR4DOWSvorr 1 . CLASS TO 'A•-!W . CLASS'YTYP WX DWS. GLA fk'D'� IUDOS SO18. 1 X 9 1(011: 1 1 4-XUL. TINDOW DIPS. 'A'k$Ir' Yt �R�i� : 0 WIH M wmff ESTO) -o1r.(4) w w um M talcNr M - INT- i .Tan+(7h M na.(-) w CIL Bal-) INt1-) 39- eo.o w W.0 a ,a-1/.• -8808 80.0- la-1�' - 24• 80.0 ODA 4r SOA 24 - 00.0 x15-1/2' ea9 OO.o - 33-1/S• OO.o / 2s-1/2• 40.0 r / K \` /. % ap• SpA Jo' W0 / Q^Ri° 30• 38-3x M.0 80.0 / / F 37• �• 00.o 3r 00.a a" 72• 76-3/S• OO•a D� \ V S� GOA i/s' OLD WA 159 aoa = \ \ x Or 9e r-1/41• a" WA. \ \ tea-1/4• ao.o \\ // /9-1/15• \\ r 'v �loll 24' 00.0 80.0 \AN \♦ 37• Oo o \ / 21• WA \ 28-1/2• W.o 00.0 2c-1/2' WA u• Opo F 33-1/15- ao.0 30' WA \ amo 3r W.0 W.0 / 50 /0' WA \ 39- 40• a0.0 90.0 / Yt1LLi0X 7r 00.0 3Y 4r 00.0 WA-- 1 7Y 50-3/0• OpA 4Y aA w - 4r 150.0 a0.0 m ANCHM 40• ODA AT EAW SIX 74- 00.0 W-t/r 00.0 - j f3-1/0' _ a0.o - QO.D. 6S• no MCH F,.4 w 2i tO-1/r WA WA R=Watoow 1of-1/4• eo.0 00.. r v 24• - W.0 -a0.@ _ W CASEIENwDwi.Bt.= JY OO.o EKI8000 26-1/2' 00.0 x0.0 FOR FWL La SCF SEPARATE NOA 40• W.0 W.0 // W 5 aoo 00.037* 50.0 W.a 5}I/r a"00.0 ao o80.0 SOA 7 �• au N0.OF NM OF a"!10.OF N0.Di WON. N71Gta KEEPERS NYIGES 80Af3-1 r 00.0 - 80.0 WCW- N-r-M KEEPERS HINGES 74• WA INno AT SASH AT SASH 00.0 W.0 - a0.0 - 41 upw AT SASH-ATSASN µ - 80.0 4Y 2 rtd24• 80.0 ODA 42. 32 ..39- mA 7 1 4• 3 3 W.0 \ O 2i28-1/2' 00.0 80.0 44-/ e i S • 80A 80.03r w 00.0 80.0 f-1 4' 4 SJ-1/S• WA 39- 80.0 80.8 74-1/4• S 3 150• 03' 800 o v N I 20-1/2• arFq-o 18-1/r mo 00.0 74• 00.0 24• W.O W.104• 00.0 3D•26-1/2' 40.0 80.0 3Y W.0 H 70. W 89.0 00.0 40• 00.0 19-1/8• 00.0 53-1/r a" 24• Sao N0.-OF N0. OF II M+ 37• 50.0 W.0 �• or WA 28-1/T' 72• 00.0 1�IN. HOW KEt>•FRS X SAS i 42• W.0 00.8 - AT ps t9-1/9• - 80.0.. . W.0 72• 00.0 � W.0 _ 12' 2 2 24• 50.0 W.0 7r 00.0.. . 3r 00'0 74-1 4• 3 3 $ ? OS 29-1/Y SS• W.0 00 00 W.a - 37' _ 00.0 19-1/w, - 150:0 ]0' -SOA 80.0 4r 80'0 2,r W0 - 37• 50.0 - Sao b3-1/8' W.o u-1/2' 74-1/4• WA i1 0 72• 1• *00•• • • • • • •ayD. eoo 0 6 S W 16-1 • - aoo M1.0 f0• OOA • • • • • • • • d� - •• • • • • ••• �c z-''1 j 26-1/r 7r W0 SDA -74' - a" • • • • • • • • • 9r O0.0 DOA S7. 80.0 • ••• •• • • • •• WA 44r aoA- &4n awAo uwno raoolK-111LI/ISGD q b-1/15•- W.0 00.0 53-1/r 74-1/4, ao-O CWL a..Oyb Swuhdw FbxM& 4 2t. 80.0 150.0. W' 80.0 : •:• •.• •••_ ••. •!• AA 2 �� 2S-1/Y Y4-1/4' WA W -SOA 79- '0 • • • • • • • 101 3r 78.4 -88+0 - 74• a"• • • • • • • • • BY •• •• • • ! • •• 37' as O WA NOTE ••• • • • • ►rolyet dr orrM9 ao. - CLASS CAVACMES ON THIS SHEET ARE 1 2015 W04-16 BASED ON ASTM/E1300-09 (3 SEC. GUSTS) AND FLORM BUU3W COMMISSION FLANGE AND FLUSH FRAME WINDOWchest 4 of DECLARATORY STATEMENT DC WS-DEC-219 • • • •• •• • • • •• •• ••• • • • ••• • • _.. _ I= No. PART WUMBER QuiLtF'1m _Ol<�RImOM MATERIAL MANY. PUCK MARKS 1/a'HEAT STRElIb cuss I - _cYloo-aor 2/wow FRwE.uYs 5063-16 - I 000'Mtwky r 2 - p11oo-002 2/wON FRAME HERO AND sRL 3-74 O(Rpch/IB 3 CMIOD-007- AS REOA. FRAME JAYS(FDL.) 6063-76 FOR I'VED MIDOw Z &'mor Amarks 6063-T6 FOR FIXED WINDOW 4 CY100-006 As REGO. HONJALN ANCHST OR AW mw*w S CM 100-012 . AS RECO. JAYS ANCHOR CUP 6063-T6 Dp'Kvr-w AMWIM Itx: 6 011100-013 AS REQ. VENT NRJOE ..6003-T3 INSTALLED wlRi(3)/to x 3/6•YS 07 8 1/0-NEAT STREMD GLASS 7 CMIOD-014 As REOD. . FRAME HINGE 6005-75 61STALUD WITH(2)!lo x 3/8SLIONE YS i -- a GY100-015. AS REOD. FRAME NFAD/SLL(FOL) a063-T6 FOR FDTD WINDOWSIL)CONE p 3 DOW CORNING 765 6 CY100-016 4/WON GLAZING DEAD(WA-- 6663-Ta FOR FWD WI100w w DOW 7X3 10 QI100-017 -4/WON - GWM BEAD.(LAIL IM GLASS) 6063-TG FOR FD(M WINDOW gyp 1.1 11 I1 GY100-016 4/WOW SNAP COVER(I X GUSS) 6063-T6 FOR FDMD WIDOW n 12 CYtOD-019 4/WW SNAP COVER(LAY.WUL GLASS) WW-76 FOR F=D WRDOW 8 R� 11 CY100-032 AS REOD. VERTICAL WPM WQ7-To 14 CMIOO-021 Y/II AHCNOR CLP FOR VERTICAL IMPOST ao63-m - - _ 15 -C111oo-= - mom ARM OPERATOR 5003-To -. aa & I6 AS REOD. SCREE345 Amu LAM OPTIONALOil's 0 6 5 6 16 CMIOG-026 4 VENT FRAME 6063-76 - 20 011100-027 I/CORNER CORNIER LOCK a063-T6 VENT FIX. LITE 21 V-o33 AS REOD. TREw0D TR-%MN SPONGE GLASS 'TYPE, 'A' 22 P-040 As REOD. CIAZING INSERT: RIGID PVC MELTPONT � . 23 V-063 AS READ. VWYL FOR LAY.ItiSUL GLASS -VENT.. _ PVC (!UROMETER 76*5 SHORE A _ 1/a•HrAT$n GLASS 24 V-05* AS REOD. WM FOR LAU.t LAY.INSUL GLASS(FOL) ►VC YEUPOINT.DtXtONEtER 7313 SHIRE A MD _OR 23 AS REOD. 3/1C X 3/a-X 0 LA.SETTING NOCK EPOY DUROMETER a033-SHORE A W j 5/32'TELO.Gulls 26 AS READ._ 1p'X 1/2'9=1 FACE TAPE. - - 1/4•AR SPACE 27 P-023 - ELASTICA CALL Y t.Y MYLON - 1/r HEAT STREFIO GLASS 30 0025 a:CD35 SINGLE ARL OFFRATOR ST.STEIN ROTO WLRIWAIIE SYSTEM N PVB 31 - - 32 1.805-6au - 3 POM LACK ASSEMBLY ROTO FNROWMG SY>;it715 h h N By'Kwmy Arr1wim"1 33 GT353 - GLADE FDUSINO - - ATTAG4[D W/ 3) /at%3/4'sus �` 2 OR - - ATTACHED W/(3) /6 X 1/2-SMS 24 2 Z 73 AW 34 OS001 - STRIKER AS S 35 /10 X 1' 2/CORNER FRAME ASSEMBLY SCREW ST.SLEEL PH FML.SYS g o By� � 38 /f0 X 1/2' 1/CORNER VENT ASSEMBLY SCREWS ST.S1EEL FH PHI.915 v �'C4 I1/8'HEAT STREIED GLASS 37 /10 X-3/4-. 4 CORNER IMPOST ASSEMBLY SCRM ST.STEEL. PH PFR. SYS _ SLIOONE 705 33 /10 X 3/4• 2/a dlKlsr ASSEMBLY SCREWS ST.STEEL FH PHI.SITS - DOW COR6HG 765 30 CM100-032 AS REQ. MASS fIEAO 8063-T6 _ 4 12 40 CY100-033 AS REOD. FLUSH ADAPTER JAMB. ... - 6063-T6 - °teff Vol VENT FIX. LITE i i ••i i i i i i w d° GLASS TYPE 'B' • •• • • • • ••• • '°c - GLAZING OPTIONS En6rt JAYAD GTNLWHMAY- MODULTREVMD 6 tyla.M►1rF1.w 3 C •:• ... ••• ••. •.. F 70302 1 von .02- - - - D NOTE: • • • . • . • D r QDL� � '� + i� D4 ORDER TO QUALIFY FOR SIMI WSSILE IMPACT MTa4C •• • • • • • 11r4 ea DMIOR PLY OF T,YASS TYPE 'E)' IMU57 BE TEI ERED. ••• • • • • • 20tH] taMmd a4a Fr.AkM d►arin9 W04-16 0 0V 6h..t-5 ottt • • • • • • • • • • • •• •• • • • •• •• rtPICAt ANC1YPICAL ANCHORS TYPICAL ANWOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE �V w FORA ELEV.SHEET 2 SEE ELEV.SPACS HEET 2 SEF ELEV.SHEET 3 FOR srAa+G MUST SUSTAIN LOADS UNPOSED BY OWING G �Y AND TRANSFER THEN TO THE BUILDING STRUCTURE. IWO D BUCK EDGE EDGEDIST.• TYPICAL ANCHORS: SEE ELEV. FOR SPACING a •. • '• '.'r • oRCTIIRE I a t/4� DIA. U TRACDN BY'EL(:DQ (h-fr7 M Fy-ISS K51) • GG ..•.; ` .. DIST. le IMmKww-CDN I (r.-130 K9.FY-137 KSI) Tr • ,, , • . - �� WTO 29Y WOOD BUCKS OR W000 STRUCTURES. H 1-1/2* MIN. PENETRATION'NTO WOOD (HEAD/SW AMBS) as 9 31 THRU 18Y BUCKS INTO CONC. OR MASONRY Al 1-1/4• MIN. EMBED INTO CONCRETE (HEAD/SICU.) $ 2 + _ ,• „ 2 - D INTO CONC. OR MASONRY (JAMBS) 0 i OA DIRECTLY INTO CONC. OR MASONRY �% q TYT'ICAL ANCHORS 1-3/4' MN. EMBED.INTO CONCRETE (HEAD/SILL) `z�C 2 SEE ELL1/.SHEET 3 I! H TAI FVR y� IETTTR WRE 1-3/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 2110 T�M ANCHORS 14- DIA. TEKS OR SELF DRI I IN• SCREWS (GRADE S CRS) EDGE SEE ELEV. SHEET 2 -- DIsr. Fat SPACM EDGE Hmr. INTO METAL STRUCTURES .. N STEEL : 1/8' THK. MN. (Fy _ 36 KSI IAN.). $ H ALUMINUM : 1/6"THK. MN. (6063-T5 MIN.) tv I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PLANTED) � 4 1 I i14 SMS DR SELF DRILLING SCREWS (GRADE 2 CRS) E+ I 9 z INTO,MIAMI-DAOE COUNTY APPROVED MULLIONS(MIN. TW.- 1/B' G ! n (NO SHIM SPACE) TYPICAL EDGE DISTANCE I _ Oar r INTO CONCRETE LAND MASONRY - 2-1/2 M1►L N N N • INTO WOOD STRUCTURE - r n 0 o I INTO METAL STRUCTURE - 3/4- MN- W a Mu►l-RADE COUNTY APPROVED 0 3 W MULLION k MULLION ANCHORS WOOD Ai HEAD. SIU. OR JAMBS SC - 055 YRi. x Z SEE SEPARATE NQA CONCRETE AT HEAD.SILL OR JAMBS fe -3000 PSI MiN o C EDGE C-80 GROUT FILLED BLOCK AT JAMBS fm- 2000 PSI MIN. r dsT SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH i �AIDS JOINT SEALANT. c k 8 TYPI0�.. SEE ELEV.SHEET 2 ° Q I FOR SPACWG gC gg sitZt TYPICAL ANCHORS SEE El" SHEETS 21 FOR SPACING 2 n 21 i/4'K 3/0• \ 2 WEEP slot - _ _ AT EACH END - ' r 1.10" . ,. -ate•.. ••. ' caH 6.02 wo AH•ND G • .. • •• S• '•" • • ••Pi '' r py e LE11 li• dr•TANno.ANCHORS TY►ICAL 2OFOOT SEE EILM SHUT 2 n H SEE ELEV.SHEET 2WO4-16 EDGE DTT. ' FOR SPACING EDGE DIST. sheet Of 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �{~u a TYPIGL AMCHM SER E1FV.sIEET 2 FOR SPAU 1/4'MAX O 1/4-MAXI fE�Vzd7(y e W•' SHIM SHUZ TYPEA MUMS SER ET.EV.SiffEf 2 S FOR SPApMOUUAL 3) 2 �• S - �� $ MY %I 5p pp 71 %I,=BIICICS tl ta ,Gt 7 ' 1 EXTERIOR t9 21 'J ` 0 . opC. < VEMr 1910TH cQj� N N Li SINGLE VENT WINDOWS So i1'VIGL ANGi0R4 V N 7e SEE EIEY SHEET 3. FOR SMCMO `+' p ���.--------- L ARCHM 3/M MAX. 1/2som. SEE ELEV.SHErr J !QS stimS MR SPACt1G MErAL STILUM __ •• ••• • • • DHLY � � $ � g Fier:AAD AN" Mkofx TREVISEDCroL FIA. 70Sf2 ~�T1Oj MV r Fkdb Y �+ • ••• ••• • • OCL&y,_ Otikiiy C•i_ • • •_ • • • .. . • •• •• • • ••• :• Dy howcl drovrf�y _R•. }� 12015 W04-16 meet.7 of 1 1 . . . . . . . . . . . •• .• . . . •• •.• 000 0 0 0 ... . ,YPWA ANC40PS TYPICAL ANCHORS SEEromanZPACINO ►SEEa1 B" SHM ACM ' O 1/4•NAx F 6 IVY swus fi j Q 9 20Y 02 1/4.SHIM WOOD BUCKS WOOD 1N1l. 13 •• �,G 14 ^ gOg 0 0 O 0 ;'1'3/4• Coo a z ICAL J TYPANCHORS o - _ i - o `.�•' a d F SEE ELE SHM 3 D. OPG. f'OR SPM710 DL OPG EXTERIOR .-. E 1 VENT WIDTH vEHr WIDTH woo aunt - 1/z•s1n1 vnrmoT!WNDIH g MAX Z Wood u�U DUAL VENT WINDOWS -r - -- a oN M 1 X 3 X Ile TYPHCAL ANCHORS S N ONLY At11Y lUDEl6' SEE ELEV. wvcm Z 40 (0083-re) 3 '� TY/ICAI AHCt10" 1/4•MAX Y Z , © O SEE E1EVV.FOR SPAGdC $ V n {Ju ZBY BUCK 1/4•SHUN v,• V N r on M&x W000 .. cif 0 o i pl�3/4- OL OPG. Y`•'"'Y ii o,l.OM VENT YNIDTN • • VENT WKYM • •• • • • ••• • r f- H 1 WNOOW WIDTH WPM WiDT1H SIDE BY SIDE WINDOWS wood BUCKS EW.44A%D AIWD MODL(TRf,YISM ■ t •• ••• ••• • 00: •• GN,&XI uBa■7adi�tA�YCaofd■arilh Or Fl■'id■_ .� �^" � 00 �■« J� i • •• •• • • • • •• BY draw ., ••• • • • • • �! �J•►4Lmi 1rJ■P n9 W04-1�6 ' 40 • • • • • • • • • • • • •• •• • • • •• •• V . TYPCA ANCHORS _rawa ANCHORS 3 _ �^ SEE ELEV.-SHEET 2 FOR SPACM FOR SPSPACING flt EDGE DISE. z EDGE DIST. Z yF ' IVY 3 iD'f. Z $ � �.BUCK.. �•e�.W a r •d sY 8 AKICHM � 2 0 6a B 1/a•wx cc SHMS ACCESS M= I s It x I _ J 1 W : uJ w 19 3 L� x W ♦ 1BY WOOD BUCKS O= 3WINDOW WVrH 7 s © 3 uj O2 Ozi� ., 19 = 2 TYACX ANCHORS $SEE ELLY SHEET n Qi 4 FOR ACDIO 3 V .. (n O 1/2'MAX P4 SHBNS N1 ACCESS HOLE aAT ACCESS HOLE ONL7 •• H _ 3 9 _ • • • �, o • • s_ Sit • •• • • N �H �• 1WOOD BIK.K•S OW.MVM MIMAD MODUCT RfsVOWD p 3 Chs. go wavaYr4 Wilk ow YLri4FM PE n m Nb Jd • • �i i • i' E Dow d Kby . \�.a TYPR SPACING 04 TYPICAL ANCHORS • • •. •• 'i i I FOR . 3 drorinq no. SEE Et".SHEET 2. •• }gg 11 ZO� - 1 FOR N W -1 6 1 E DIST. sheet 9 oT 11 EDGE OKT. • • • • • • • • • • • •• •• • • • •• •• (--tne 1.a2e F125 im 11771 1.970Fa42 TYp. 0t3d73 a 2sa9 1.376 L Oil 2szs [ ,.934 1• AaAla 1.�9 •002 Qp�O 1 2 FRAME ►�./1D/su 4 HMM IMPOST 111 VENT STU 'RUSH arER HEAD/SILL ..3a92 � 0.124 r-.181 Hill ace F t7p.LAM 2. E:l .141 1.708 1.900 -? L Ll A� v 1.250-�1 _ - 2.300--i '300 W j Cl) FT1Al1E JAMB 13 VERT. aJDOST 40 i 3:Q 730 .312 FLUSH ADAPTER JAMB c7 =� 2000 r ,,, w 3" T92 492 .469 =Z 2.000 .12 -1 .600 2300 �, 1m's � .871' CLAZWO INSERT a7S- 2 ZZ mm INC 2.125 2300 .090 3 FRAME JAMA (RX) 9 FRAME HEAD/SILL (M) 29 CORNER KEY 1.203 .734 .050 Tip.. 3 .M sa A9' .002 1303 o s o e TV. • • • • •• N R R .912 1.315 167 ••• •••• • • • • • e m _ O11 • • ••• • GLASS STOP (FDL LALL a.) SNAP COVER (FDG LAM. GL) 6 ,WAD ANCHOR CLIP 14 IMPM ANd10iR CUP• • • • •• Sy PRODUCT RMSM 1.072 .110 42W = CEILu. � "COMOYME WA fbdb i r M pE/7092 SWMims CO& Tyr •I1 �.. aso Irv. an 13c, • � • • • • yiwtlan Owe • • • • a A89 .907 3 • • • ;• •• ••• ;• Mi••i t�d1tY "Z' cos .7sa ,.H9 L .GLASS STOP (fDL LAM. II UL CL) SNAP OWER (FDG LAIL IHSUL GL) 7 FRAME HWE c riWIR WNGE • • ••• • • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • o � O 8 � W' C FRAME CORNER Z VENT CORNER 3< O � r N $ =Z 0 U^ F 21 1 .00 •• . . • . . q •• • . . . •.• .00 Cuz_ . . • . . . . e 00 Ew AVAD MAW MMUCT REVaM T •� CML V-0W7i•swi&dwMum • ... ..• • ••• •.• M PE 70Sf2 • . . • 19 $ • •• •• • . • • •• - l3y 2015 W04-16 IMPO�OCOR NER sheet 11 of 11 • • • • • • • • • • • •• •• • • • •• •• GLAZER RESIDENCE Aft 9510 BISCAYNE BLVD MIAMI, FL. 33138 „ DES I G N 4 � 11DESIGN & PERMITTING,INC. 6750 N ANDREWS AVE p200 y� FORT LAUDERDALE, FL 33309 v. 9AL7F ,_ TEL. 954 440 1522 .may. vi °a W W W.J B D T E A M.C OM 1 ANCHOR IMIPA e. I' 7292 BIRD ROAD MIAMI,FL 33155 0 • • • LL p •• 0••• •• ••,• Z - 'V� � •••A �• • • - - 1. • • •• •• •• • •• • *J •• 1(1117 ••••Q : • Qa�A 0 I.l!If • Oct: J • • • •ccL • • • c W LL a/ r M Z Q W sp � u LL p� o SITE PLAN Miarmi Shams Vil1,=� N.T.S. A P r ae l_J 30�"ED BY ZONING DEPT DATE SCOPE: W 1. REPLACE EXISTING NON-IMPACT WINDOWS WITH NEW IMPACT RATED WINDOWS AS SHOWN. nG pEpT z 2. REFER TO APPROVED NOA'S FOR PRODUCT SPECIFICATIONS&ATTACHMENTS. i f W o 3.ALL PRODUCTS ARE IMPACT RATED&APPROVED FOR USE IN THE HVHZ. SUSJEr✓T O CCblp n _ ' 0O UFNCE WI 0 0 °' STATE 1.11 ALL F LL c/) w m } J AN,c Gi.,ti S Ar1D RFGIJEVERgL Z LLJU LAT10n1S TABLE OF CONTENT: U o Q Cl- Lu 2 SCOPE OF WORK&SITE PLAN Lu N U P1- PROPOSED WINDOW& DOOR LAYOUT , FRAME ELEVATIONS&WINDLOAD ANALYSIS(SIGNED AND SEALED SHEET) O Q m � J a SCALE: AS NOTED CHECKED BY: DRAWN BY: JBD ISSUE DATE: 11/21/17 SHEET# c 1 WIND LOAD ANALYSIS COMPONENTS AND CLADDING O BLDG.: At LENGTH=39' WIDTH=44' HEIGHT=15'(SEE SKETCH BELOW) D E S I G N 10 DESIGN & P E R M I T T I N G.I N C. • BASIC WIND SPEED=165 MPH 6750 N ANDREWS AVE., #200 WIND STANDARD:ASCE 7-10,FBC 2014 5TH EDITION FORT LAUDERDALE, F L. 33309 522 EXPOSURE: W W W.9 COASTAL TEL. 0- C O 54-DT4AM.COM 3 AN CHOR .IMPA BLDG.>60 FT. BLDG.<60 FT. 7292 BIRD ROAD BASIC WIND SPEED V: 165 MPH MIAMI,FL 33155 H IMPORTANCEFACTOR I NA o EXPOSURE CATEGORY C BEDROOM 2 CS CMI00 RISK CATEGORY :2 27"X 51" MEAN ROOF ELEVATION H :15 FT. • • TRIBUTARY LOAD AREA A :10 FT' ••�••• DP=+80.0/-80.0 ; ••• L1•J C) so**** NOA #15-0416.02 ELEVATION OF OPENING =15 FT. • • • • 1ST FLOOR • ••• • • OKh= 0.85 (TABLE 6-3,PAGE 79) • F • •• ••• Kz= 0.85 (TABLE 6-3,PAGE 79) • ••• U • CSI Kd= 0.85 (TABLE 6-3,PAGE 80) •• Do*: 2ND FLOOR 27" ADI Kzt= 1.00 (TOPOGRAPHIC FACTOR-FIGURE 26.8-1,PG.252) • • 9 u) •• • • DP=+80.0/-80.0 a "• •• •• NOA #15-0416.02 VELOCITY PRESSURE Qh=.00256 Kh Kzt Kd V'= 61.03 PSF • J• g• ••' so* VELOCITY PRESSURE Qz=.00256 Kh Kzt Kd V'= 61.03 PSF •• fl• •z•• •• ••• • •• • O ••• ••GCp COEFFICIENTS (FIGURE 30.6-1,PG.348) •• • • • • • //--�� a• ZONE 4= +1.00 -1.10 i-•�•�•• CS(CM100) ZONE 5= +1.00 -1.40 41 4-• • •_ • • 27"X51"✓ • • •••••• BEDROOM 1 DP=+80.0/-80.0 GCpi COEFFICIENTS=+ .18 - .I8 (TABLE 26.11-1,P258) L3 i • • NOA #15-0416.02 �•• LIVING DESIGN PRESSURE P=Qh(GCp-GCpi)x.6 (AS PER FBC 1609.L5) w ROOM DESIGN PRESSURE P=Qz(GCp-GCpi)x.6 (AS PER FBC 1609.1.5) UU O CS(CM 100) / ZONE 4=+43.2 PSF/-46.9 PSF WORST CASE 27"X 51"_1 ZONE 5=+43.2 PSF/-57.9 PSF DP=+80.0/-80.0 ENTRY - NOA #15-0416.02 Z� A B © D LL Z W � C X 63100 CS X 63100 / Q DP=+g0.0%80.0 DP=+g0.0/-80.0 _---- - - - - - - W -- L / f NOA 15-0416.02 NOA #15-0416.02 ( L U J/ CS(CMI__/ CS CM 100 I �27 d EXISTING TO 27"X 63"✓ 27"X 63"✓/ 1 1 27, I Q U REMAIN DP=+80.0/-80.0 DP=+80.0/-80.0 1 I NOA #15-0416.02 NOA #15-0416.02 ' C3 Q Lu i I v WINDOW&DOOR LEGEND I / I W o WINDOW & DOOR LAYOUT ��®�' �� NEW WINDOW I A B E F I JULIO E.GONZALEZ,P.E. z m SCALE 1/8"-l'-0" ®'' - EXISTING DOOR I 00 LA I z >- < LL -/1 ~ co Q 1 C) Cl Lam' - - ------ -- - � N I a 1 /\ II EXISTING DOOR (Y �'�-1 ELEVATIONS f� °��7 a _ SCALE: AS NOTED EXISTING WINDOW SCALE:,/4'=,'-°" CHECKED BY: ENGINEER SEAL COVERS > i �� _ > "' DRAWN BY: JBD � NEW WINDOW DESIGN LOADS ONLY STATE of FLORIDA `'.,,` ISSUE DATE: 11/21/17 NO.37275 SHEET# P 1