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WS-13-2809Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 208632 Scheduled Inspection Date: March 13, 2014 Inspector: Rodriguez, Jorge Owner: ROUSSEAUX, JOHANNA Job Address: 1026 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA SOLAR & AIR INC Permit Number: WS -12 -13 -2809 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (202)997 -9121 Parcel Number 1132050010310 Phone: (305)428 -2555 rsunamg oepanment comments REPLACING 12 WINDOWS AND 2 DOORS WITH IMPACT I Passed Comments INNSPECSPEC TOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 207697. Contractor must be on site to verifyCREATED AS REINSPECTION FOR INSP- 204581. No access, no one home Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 12, 2014 For Inspections please call: (305)762 -4949 Page 21 of 29 • 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 `BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL DEC 116 2813 Permit No. Master Permit No , , OWNER: Name (Fee Simple Titleholder): Joh a yi K a. Dl i VIC-✓f�ZOl t S&"*hone #: 10 Z• `i Cl-+, 11 � Address: 48713 6L" ee-- /q 5 6U 1,." led. City: p k i State: 1A L) Zip: 70 T 3 Tenant/Lessee Name: Phone #: Email: 10 rON SSeGt (4% G Okl-CC f " . GOM, JOB ADDRESS: 100 (0 N 11 GTI S }- 7-2w' City: Miami Shores County: Miami Dade Zip: l Folio/Parcel #:,L3DCgi'M1' E2�In Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 'riot -&L '�—)o htrlJUd&r Phone #: 'i --k'`d22 -0?QP Address: I I q5(n M1(-Q Mqr A) V-W'-4 City: " AtT r e State: -TEL Zip: 3?>09� Qualifier N State Certification or Registration #: Y.�' _ 1l� Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ &=- ft Square/Linear Footage of Work: Type of Work: UAddress UAlteration ❑New C23Repair/Replace ❑Demolition Description of Wok: V C.t�..lY� �� L .)� � C :�7�C� C��+� `i' • CiA D� Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ r Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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. Signaturel, '1 V V " Signature Owner or Agent The foregoing instrument was acknowledged before me this Ot day of /l6� , 20 l-3 , bygo��►a who t �y known t� r who has produced As identification and who did take an oath. NO AisTARRY#PJJBLIC: ti "' Contractor The foregoing instrument was acknowledge b fore a thib day of U , 20 L, b �' , who is personally known to m or who has produced as i entification and who did take an oath. �1 T 1-d u4 x�> K'+ k�Y�, y`► iiiit��+ s� .�>k>px� *>K:xmx��x>k�p *+x��>K� m�x�xn� mm�n�x��x��x� *�x *�xm�� APPROVED BY V +� 7 Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) NOTARY PUBLIC: reQ A? 13, M141 ==AnM=8MM=MJ5L Zoning Clerk { Prepared by and return to: Enrique J. Fernandez, P.A. 15715 South Dixie Highway STE 214 Miami, FL 33157 305 - 226 -4529 File Number: 13 -3065 Will Call No.: Space Aixrve Ibis Line Fur Itecurding Datal__ ____ __ __ Warranty Deed This Warranty Deed made this 1st day of November, 2013 between Miami Property Solutions, LLC, a Florida limited liability company whose post office address is 190 NE 111 Street, Miami Shores, FL 33161, grantor, and Johanna Oliver Rousseaux, a single woman whose post office address is 1026 NE 91 Terrace, Miami, FL 33138, grantee: (Whenever used herein the teens °granun' unl °gruntee" include all the purees w Uus instrument and the heirs, legal representatives, and assigns ul' individuals, and the successurs oral assigns al'oui pm'alians, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10,00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 4 and the West 10 feet of Lot 5, Block 2, Watersedge, according to the Plait recorded in Plat Book 9, Page(s) 141, as recorded in the Public Records of Miami -Dade County, Florida. Parcel Identification Number: 11- 3205 -001 -0310 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawfitl authority to sell and convey said land; that the grantor hereby fitlly warrants due title to said land and will defend the same against the lawfitl claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accnring subsequent to December 31, 2012. In Witness Whereof, grantor has hereunto set grantor's hund and seal die day and year first above written. DoubleTtmee Signed, sealed and delivered in our presence: Witness Name: eccx LTrtP2 1 I - CZL LC. i''.. lE Witnes Name: IMYAmj&< State of Florida County of Miami -Dade Miami Property_S LLC, a Florida limited liability company, By: Edward Mill , Managing Member (Corporate Seal) The foregoing instrument was acknowledged before me this I st day of November, 2013 by Edward Miller, Managing Member of Miami Property Solutions, LLC, it Florida limited liability company, on behalf of the company. He/she L+is' personally known to me or [X] has produced a driver's license as identification. .. [Notary Seal] No ubl'c p Riii ot F�a Printed Name: �9 ✓ iA112102 My Commission Expires: E% WarraaN Deed - Page 2 DoublaTlmes STATE OF FLORIDA 1940 NOR-7H MON"t Mitt XUSTELISR ALEXAMER nDA 9 � & In, etc . 10210 s � DRT CUTLER i Y FL 33189 %ongrab+lationsl Wrth. Phis you became arts #then rly arre mii on Flonclr,ns !%bnsetl by the Onersf of Business end PrQi€s'tnnei Ftegulafit3n. �o�ue� � ��`nets and bey range ftc�m anchhtiec#e ttt yi brokers, fpum rbegtte resiautsn #s. sntf they keep Flarfca's entam�r strong, Every days we work to improve tho way we do business in order to serve you beta For information about our services please log onto nn dWicome.co Them you can rtd more fra n about our div€ Wms.ani the regulations that in 3aot you, s ssaribe to department ttewrrletters and team more about the Our mission at the oeparbnant f r. License Efficiently, Regulate Fairly. We contently strive to serve you better so that you can serve your customers. � � tx rrra u Thank you fbr doing business in Florida, acid c ntgratulat r on your now liceraug � s - DETACH HERE a= -wr cu i,4819 Fa A 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2013 THROUGH SEPTEMBER 3o,2014 Business Name: FLORIDA SOLAR & AIR INC Receipt # :ALL O H628'iYPgS CO Business Type: ALL AND GLAZING Owner Name: ALmcANDER MusTssLIER Business Opened:ol /08/2012 Business Location: 11956 MIRAMAR PKWY Stft/COUnty /Cert/Rsg•SCC131151052 MIRAMAR Exemption Code: Business Phone: 877 - 310 -0310 Rooms Seats Employees M.Rchnlnes Professionals 8 Number of Machines: VeMudmirrg Type; Tax Amount Transfer Fee RtSFFN Penalty prior Years A CaftectionCost Tow Paid 27.40 0.00 0.00 2.70 1 0.04 0.00 29.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and Is non - regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business Is sold, business name has changed or you have moved the business location. This receipt does not Indicate that the business Is legal ortltat it is in compliance with State or local lava$ and regulations. Mailing Addre": FLORIDA SOLAR & AIR INC 11956 MIRAMAR PXKY MIRAMAR, FL 33025 2013 .2014 Receipt 404A -13- 40040007 Paid 10/0212013 29.70 FLORSOL -01 RER1 A�'C°. R °® CERTIFICATE OF LIABILITY INSURANCE DATE 1213120/3 Y) 12/13/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Automatic Data Processing Insurance Agency, Inc 1 ADP Boulevard Roseland, NJ 07068 CONTACT NAME: PHONE FAX ° Exit No E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC & INSURERA:AmtruSt Technology Insurance 42376 AGE TO RENT - PREMISES Ea occurrence INSURED Florida Solar and Air, Inc INSURER B: $ 11956 Miramar Parkway INSURER C : Miramar, FL 33025 INSURER D: $ INSURER E: PRODUCTS- COMP /OPAGG $ INSURER F: $ COVERAGES CERTIFICATE NUMBER- REMSION NUMBER- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE SR POLICY NUMBER POLICY �F 1 MIDD LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 1-1 OCCUR EACH OCCURRENCE $ AGE TO RENT - PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ 1E] AGGREGATE LIMB APPLIES PER: POLICY PE O LOC PRODUCTS- COMP /OPAGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS (:O Bcid m) SINGLE OMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE er accide $ UMBRELLA LIAB EXCESS LUU3 OCCUR CLAIMS -MADE I EACH OCCURRENCE $ H AGGREGATE $ DED I RETENT $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNEWEXECUTNE El OFFICER/MEMBER EXCLUDED? (Mandatory In NH) if yes, escribe under DESCRIPTION OF OPERATIONS below NIA 359 C3865 4123/2013 4123/2014 X WC STATU- OTH- TORY LIMITS I ER EL EACH ACCIDENT $ 100'wo EL. DISEASE - EA EMPLOYEE $ 100,00 I EL DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Miami Shores Village attn:Building Department 10050 NE 2 Ave Miami Shores, FL 33138- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEI rVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORI2ED REPRESENTATIVE ©1888 2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD ' R CERTIFICATE OF LIABILITY INSURANCE DATE 2113/1IDD/YYYYj 12/13/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. K SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Alliance Insurance Agency, Inc. 2950 SW 27th Ave Suite 100 Coconut Grove, FL 33133 Phone (305) 444-8000 Fax (305) 444 -8020 NAME BILL MICKEY PHONE (305)444-8000- FAX No ViAIL ]RE S$; PRODUCER CUSTOMER 10 & INSURERS AFFORDING COVERAGE NAIL # INSURED Florida Solar& Air, Inc. 11956 Miramar Parkway Miramar, FL 33025 INSURER A: GRANADAINSURANCE INSURER e: VICTORIA SELECT INSURANCE INSURER C: INSURER D: EACH OCCURRENCE INSURER E DAMAGE TO RENTED PREMISES Wza occurrence INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLLAIyMS. gEXCLUSIONS ILTR TYPE OF INSURANCE 10050 NE 2nd Avenue Miami Shores Village, FL 33138 WV POLICY NUMBER pup p �MIDDAfYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES Wza occurrence $ 100+0w 0 COMMERCIAL GENERAL LIABILITY MED EXP (Any one person) $ 5,000 A ❑ ❑ CLAIMS -MADE O OCCUR ❑ 0185FL00024656 -1 06J15P2013 Q611512014 PERSONAL &ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 ❑ GEN'L AGGREGATE LIMIT APPLES PER: PRODUCTS - COMP /OPAGG $ 2,00D,0W ❑ POLICY ❑PRO ❑ LOC $ B AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS 88 12/31PZ012 1201f2013 COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ 1 �,ow BODILY INJURY (Per accklerd $ 300 000 PROPERTY DAMAGE (Per accident) $ r� �0 ❑ NON -OWNED AUTOS Comprehensive: $500 $ ❑ Collision: $500 $ 13,000 ❑ UMBRELLA LIAR ❑ OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR ❑ CLAIMS-MADE ❑ DEDUCTIBLE $ $ RETENTION $ WORKERS COMPENSATION WC SrATU- OTH- AND EMPLOYERS' LIABILITY Y ANY PROPRIETORtPARTNER/EXECUTIVE OFFICF-RIMEMBER EXCLUDED? N/A E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ (Mandatory in NH) IPyes describe under DESCRIPTION OF OPERATIONS beloN E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS r LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, N more apace Is required) AC, ELECTRICAL SERVICES, WINDOW INSTALLATION AND GLAZING CERTIFICATE HOLDER CANCELLATION ©1988 -2009 ACORD CORPORATION. All rights reserved. ACORD 26 (2008109) QF The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village 9 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Avenue Miami Shores Village, FL 33138 AUTHORIZED REPRESENTATIVE ©1988 -2009 ACORD CORPORATION. All rights reserved. ACORD 26 (2008109) QF The ACORD name and logo are registered marks of ACORD Pre ao red by and return to: Enrique J. Fernandez, P.A. 15715 South Dixie Highway STE 214 Miami, FL 33157 305 -226 -4529 File Number 13 -3065 Will Call No.: pace Above This line For Recording Data] Warranty Deed /_v iovoyUur r ovvr\ coVvr rrivr= W1 DATE: 11/12/2013 01:36:24 PM DEED DOC 2,694.00 HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY This .Warranty Deed made this 1st day of November, 2013 between' Miami Property Solutions, LLC, a Florida limited liability company whose post office address is 190 NE 111 Street, Miami Shores, FL 33161, grantor, and Johanna Oliver Rousseaux, a single woman whose post office address is 1026 NE 91 Terrace, Miami, FL 33138, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parries to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/l00 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 4 and the West 10 feet of Lot 5, Block 2, Watersedge, according to the Plat recorded in Plat Book 9, Page(s) 141, as recorded in the Public Records of Miami -Dade County, Florida. Parcel identification Number: 11- 3205 -001 -031.0 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2012. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written DoubleTimeo Signed, sealed and delivered in our presence: Witness Name: Witnes Name: Qi 1!J? .iLt State of Florida County of Miami -Dade CFN: 20130895077 BOOK 28907 PAGE 468 Miami Propert , LLC, a Florida limited liability company By: Edward Mill (, Managing Member (Corporate Seal) The foregoing instrument was acknowledged before me this 1st day of November, 2013 by Edward Miller, Managing Member of Miami Property Solutions, LLC, a Florida limited liability company, on behalf of the company. He/she Lq4i"r personally known to me or [.K] has produced a driver's license as identification. [Notary Seal] Not bl c " gFhiet. igortna m ao°� shnt Ei:1129t12 i8/gp1$ Printed Name: Top�e �tCAK;, My Commission Expires: zz�zi_— WarraruyDeed - Page 2 Doub[eTimee CUMULATIVE SUBSTANTIAL IlVIPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past -12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attar) PROPERTY OWNER: PERMIT # ADDRESS: A.CQ10 yt/ Q FOLIO NUMBER.1 k &I— D6 WON OaZ FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTSA � Im r (ATTACH COPY OF CONTRACT) r TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (a#ach appraisal): OWNERS SIGNA DATE: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 11M13 Property Search - Report Search the web Search I I ` MR i Print formatted report J;t' Property Information: Taxable Value Information: j Follo 11- 3205-001 -0310 Previous Previous 2 Property Address 1026 NE 91 TER 2013 2012 Ow nor Nams(s) MIAMI PRopH31Y SOLUTIONS LL,C Mating Address 190 NE 111 STREET MAN SHORES FL 33161 1100 SGL FAMILY - 2301 -2500 SQ Primary Zone Use Code 0101 RESDENTIAL - SINGLE FAMLY : 1 UNIT Beds /Baths/Haff 3 /2/0 School Board Floors 1 City Living Units 1 Regional Adj. Sq. Footage 1,853 Sale trn�fifiation: Lot Size 7,500 SQFT Date Amount Year Bud 1939 02/28/2013 $195,000 Full Legal Description WATERSEDGE PB 9 -141 LOT 4 $ W10FT OF LOT 5 BLK 2 LOT SIZE 60.000 X 125 OR 20774-4917 10 2002 4 CDC 21597 -1478 08 2003 5 08/01/2003 $0 Assessment information: Qual by exam of deed Current Previous (Previous 2 Year 2014 2013, 166071 -2154 2012 Land Value 156224276 $136,800 $129,600 Building Value 08/01/1992 $63,000 $136,676 2008 and prior year sales; $152,632 Market Value Qua] by exam of deed $273,476 13383A768 $282,232 Assessed Value 1 $273,476 $282,232 Benefits Information: Current Previous !Previous 2 Benefit Type 2014 2013 ; 2012 Disclaimer: MAMI-DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEAKCH SUMMARY REPORT Carlos Lopez- Cantera Property Appraiser �1 The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS dat: GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accun interpretation. Although this w ebske is periodically updated, this information may not reflect the data currently on file at h Property Appraiser and Miami -Dade County assunnes no Habt'ity either for any errors, omissions, or inaccuracies in the m of such or for any decision made, action taken, or action not taken by the user to reliance upon any information provided and User Agreement at httpJ/ www.niarridade.govlinfo/discWmw asp. Property Information inquiries, comments, and suggestions email: paw ebmatl@mianidade.gov to reflect the latest property information and :y of the data herein, its use, or Its ini -Dade County's systems of record. The ormation provided regardless of the cause teretn. See Mlam Dade County full disclaimer https:/lmpro%e1t360- 9995-- c.rm15.content.force comisenAetlseMeLFileDowNoad ?fiIe=00Pi0000002QIkR 1/2 Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2014 2013 2012 Exenption/j Exemption/ Exemption/ Taxable Taxable Taxable County $0 /$273,476 $0/$282,232 School Board $0/$273,476 $0/$282,232 City $0/$273,476 $0/$282,232 Regional $01$273,476 $01$282,232 Sale trn�fifiation: Date Amount OR" k- Page Qualification Code 02/28/2013 $195,000 285211-2976 Qual by exam of deed 08/01/2003 $0 21597` 1478 Qual by exam of deed 10/01/2002 $0 2077 111144917 Qua] by exam of deed 11/01/1994 $0 166071 -2154 Qua] by exam of deed 08/01/1992 $115,000 156224276 2008 and prior year sakes; Qual by exam of deed 08/01/1992 $63,000 156193068 2008 and prior year sales; Qua] by exam of deed 08/01/1987 $76,000 13383A768 2008 and prior year sales; Qua] by exam of dead The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS dat: GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accun interpretation. Although this w ebske is periodically updated, this information may not reflect the data currently on file at h Property Appraiser and Miami -Dade County assunnes no Habt'ity either for any errors, omissions, or inaccuracies in the m of such or for any decision made, action taken, or action not taken by the user to reliance upon any information provided and User Agreement at httpJ/ www.niarridade.govlinfo/discWmw asp. Property Information inquiries, comments, and suggestions email: paw ebmatl@mianidade.gov to reflect the latest property information and :y of the data herein, its use, or Its ini -Dade County's systems of record. The ormation provided regardless of the cause teretn. See Mlam Dade County full disclaimer https:/lmpro%e1t360- 9995-- c.rm15.content.force comisenAetlseMeLFileDowNoad ?fiIe=00Pi0000002QIkR 1/2 3 Stogie Casement NNtdow 363/4'x 5512' 704.75 A(OA 13420&07 a HorhwW RogerWfndow 36 fArx 55 f1r Wal TL 93 NOA 13-M.03 A; Z 6 A , "' '?U1 7b.. jUOA )3-t28b,®i 3 ShpCasemew 1 38314'x 80 Sr 70%78 NOA 134208.07 7. Hof&QW RoperVAMIOw 36 W x55 fir N A130208� . 15 2 HOr&oMaf Roger K&WOw 37'x 50 3B' 704.80 NOA 13. 0206.03 9. Horkontal Roller VAndow 361Arx 38' 70%80 NOA 134206.03 ` r r,4 0 y'C' o .� Miami Shores Village APPRO \,'ED BY DATE ZONING DEPT BLDG DEPT SUBJECT i "O C(-,h,IPt.WlCE WITH ALL FEDERAL AN,) CC, IjN,Y ril,l.._S AND REGULATIONS 15. Horkontst RoperVkftw 98°x50' 70/-80 NOA 13-0206.03 10. HOAmntal Roger KW w 37'x 38 &r 70/-80 NOA 13-OM 03 11. Hodmntel Robe Mufow 36314'x38318' 70/-80 NOA 13-0206.03 12 HOdmntal ROW MWOW 37°x80 0/8' 704.80 NOA 13-0206.03 13. HOB Roper Midow 83'x 4712° 70%70 NOA 134208.03 14. Horhontet ROW MOW Wx 4712' 70/-70 NOA 13-0208.03 5 ' 4 ® i i Q 5 p n 5 1 P;= gh•(GCp- � V(mph) 175 1620 FBC forHVH4 mFi& 26.5 -1a RiakCazag" B Tablel.5- l,paV2 Expa'me C 8ttaeo26.7 Kd 0.85 Table 26.-1, page 250 YA I Figme26.8- 1,paV252 GCpi 0.18 -0.18 0.55 pirohofmd 3112 14.Odcp= theta 14.0 dogmas I 1811 SpedaBy Engineering Cotrau8atde, Inc. 15893W 30 Avenue, w Na Beach, FL 334328 e FL CA$MM07 v, °r �' 6lAd Wind Vekmftw tn Sotdh Florida Areaof AmaoP Dade Am of 1 FalmBeaoh Areaof Risk Cm.l 165 1% 136 l.- &kmhmnaos sheds Risk Cat2 175 170 1 170 FamB Residues Risk Cat 3&4 186 1 180 I 1811 Feral FacOmes EP-M 'A.4vo MINNII OCT 15 201 Area of Aemof Areaof AmaoP Am Am of Areaof Areaof Amof A-of Amaof 10.0 �' Mod 20.0 sf 25.0 sf 30.0 at' 35.0 sf 40.0 of 45.0 sf 50.0 of 55.0 of 60.0 of Mean Roof Heiaht Zone 4 zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zorre 4 Zone 5 Zone 4 Zones Zone 4 Zone 5 Zone 4 Zone 5 Zone Zone 5 Zorre 4 Zane 5 40.1 40.1 38.8 38.8 40.1 40.1 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43A -53.6 -42.2 -51.3 .43.4 - 53.6 -41.4 -49.8 - 41.0 - 49.0 - 40.6 48.3 40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 45.2 -38.6 -44.5 40.6 40.6 39.3 39.3 40.6 40.6 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 42.8 - 52.0 44.0 -54.4 410 -50.5 41.6 49.7 41.1 48.9 - 40.7 48.2 -40.3 47.4 -39.9 -46.6 -39.5 45.8 -39.1 45.1 41.1 - 41.1 39.8 39.8 41.1 41.1 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.5 36.3 36.3 35.9 35.9 17 1 -44.6 1 -55.1 43.4 1 - 52.7 44.6 1 -55.1 42.5 1 -51.1 42.1 1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 40.4 47.2 40.0 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 41.6 41.6 39A 39A 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 45.1 -55.7 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 -40.9 47.8 40.5 47.0 40.1 46.2 42.1 42.1 40.8 40.8 42.1 42.1 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 - 56.4 44.4 -54.0 45.7 -56.4 43.5 -52.4 43.1 -51.5 42.7 -50.7 422 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 41.2 42.6 42.6 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 - 54.5 46.2 - 57.0 44.0 -52.9 43.6 -511 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 -48.1 41.0 472 43.0 43.0 41.6 41.6 43.0 43.0 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 1 46.6 1 -57.6 45.3 1 - 55.1 46.6 1 - 57.6 44.4 1 - 53.5 44.0 1 -52.6 43.6 -51.8 43.1 1 -51.0 42.7 -50.2 1 423 49.4 1 41.8 48.5 41A 47.7 43.4 43.4 42.0 42.0 43.4 43A 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 47.1 - 58.1 44.9 -54.0 -44.4 - 53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 42.2 49.0 41.8 482 43.8 43.8 42.4 42.4 43.8 43.8 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 392 38.7 38.7 38.3 38.3 23 47.5 - 58.7 46.2 -56.2 47.5 -58.7 45.3 - 54.5 44.9 - 53.7 44.4 - 52.8 44.0 -510 43.5 -512 43.1 -50.3 42.6 49.5 422 48.7 44.2 44.2 42.9 42.8 44.2 44.2 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 -56.7 48.0 -59.2 45.7 -55.0 45.3 - 54.1 44.8 - 53.3 44.4 -515 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 44.6 44.6 412 412 41.8 41.8 41.3 41.3 40.8 40.8. 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 1 48.4 1 -59.7 47.0 1 - 57.2 48.4 1 - 59.7 46.1 -55.5 45.7 1 -54.6 45.2 - 53.8 44.7 1 - 52.9 44.3 -52.1 1 43.8 -51.2 1 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 45.0 45.0 416 416 42.1 411 41.6 41.6 41.2 412 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 -57.6 46.8 - 60.2 46.5 - 55.9 -46.0 -55.1 45.6 -54.2 45.1 - 53.4 44.7 - 52.5 44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 45.3 45.3 419 419 42.4 42.4 42.0 410 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 49.2 - 60.7 46.9 - 56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 - 519 44.6 - 52.0 44.1 -512 43.6 -50.3 45.7 45.7 44.2 44.2 45.7 45.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 - 61.2 48.2 -58.5 49.5 -612 472 - 56.8 46.8 -55.9 -46.3 -55.1 45.8 -54.2 45.4 - 53.3 44.9 -52.4 -44.4 -51.6 -44.0 -50.7 46.0 46.0 44.6 44.6 46.0 46.0 43.6 43.6 43.1 43.1 42.6 416 42.1 411 41.6 41.6 41.1 41.1 40.7 40.7 402 402 29 49.9 61.6 1 48.5 1 -59.0 1 49.9 1 61.6 1 47.6 1 -572 1 47.1 1 - 56.3 1 46.6 1 - 55.5 1 462 1 -54.6 1 45.7 1 -53.7 1 45.2 1 -52.8 1 -44.8 1 - 52.0 44.3 1 -51.1 46.3 46.3 1 44.9 1 44.9 46.3 46.3 1 43.9 1 43.9 1 43.4 1 43.4 1 419 1 419 1 42.4 1 42.4 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 30 -50.3 62.1 48.9 -59.4 1 -50.3 1 611 47.9 -57.6 47.4 -56.8 47.0 - 55.9 46.5 -55.0 1 -46.0 1 -54.1 1 45.6 1 -53.2 1 45.1 1 -52.3 -44.6 -51.4 EP-M 'A.4vo MINNII OCT 15 201 Eco Window Systems, LL 9114 NW 106 Street Medley, FL 33178 i 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 AIIJ 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 Il cumENT: Drawing No. W11-05, titled "S --500 Alum. Outswing easement Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/23/11, 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 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, modei/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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12- 0223.27 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. \ NOA No. 13 -0206.07 d f' Expiration Date: May 19, 2016 Approval Date: May 02, 2013 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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 C dated 01 /11113, 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 3140, HETI -10 -3141, HETI -10 3142, RETI -10 -3143 and HE TI-10-3144, dated 12/29-3 0/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA #11- 0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P. E. (Submitted under NOA #11- 0309,06) 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. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12`11223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their Series "500 ECO- Guard" Outswing Aluminum Casement Window --- L.M- ", approved on 05/03/12 and expiring on 05/19/16 ,, -, F Manuel P , P. f . Product Coutrol� min r NOA No. . 7 Expiration Date: May 19, 2016 Approval Date: May 02, 2013 E -1 /8' LSAT STREWIL CLASS V.090 INTERLINES RUTACITE PVB BY 'OUPONT' r1/8' HEAT STREN'0. GLASS 899 1 1e' TEMP. GLASS 3/8" AIR SPACE 1 18' HEAT STRFN'D, GLASS 090 INIERLAYER ...BUTACITE PVB BY 'DUPONT' 1/8' HEAT SM MD. GLASS � CORNING 899 CO —GUARD SERIES -5,00 611MI1NUM OUTSMNG CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT /CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA RULDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (MC). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATUM SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHCRING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, MATERIALS INCLUDING BUT NOT UNITED TO STEEL /ME AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOG. CODE SECTION 2003.8.4. S 19 SETRNO BLOCKS AT INSUL LAM. CLASS NOTCH 01.42919 BEAD LEG TO CLFAR BLOCKS B P01NT LOCK WDW. r r LND� rMCAL ELEVATION UPTO AT SASH 28' 2 38^3 ' 3 9O -S 4 83 9 78' 8 MAXIMUM DESIGN LOAD RATING m + 70.0 PSF (FOR SIZES SIMM OR SMALLER) - 79.0 PSF THESE WINDOWS ARE RATED FOR LARGE & SMALL. MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) 5 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 LT'_' t � S Us � o Z �i �J drawing no. W11 -05 - JE TYPICAL ANCHOR$ SEE E". FOR SPACING TYP$ WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WD . MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 72BYWOMD L ANCHORS: SEE ELEV. FOR SPACING . TAPCON BY h1W' (Fu -120 KSI, Fy-92 KSQ , Ln TRACON BY 'ELCO' (Fu -m Kw, Fy m no WOOD BUCKS OR WOOD STRUCTURES IN. PENETRATION INTO WOOD BUCKS INTO CONIC. OR MASONRY MIN. EMBED INTO CONC. OR MASONRY INTO CONC. OR MASONRY MIN. EMBED INTO CONC. OR MASONRY 04 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy a 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 412 - MS OR SELF DRILLING sCRCwc (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. a 1/81 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS Po - 3000 PSI MIN. C -90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MN. 15 tall y„ u Z F �! I cy p Z OOU .t g°� Wm�1� drawing no. W11 -05 • ° �' v 1 1Rnc t ANCHORS 1BY SEE ELEV. WOOD BUCK FOR SPACING 72BYWOMD L ANCHORS: SEE ELEV. FOR SPACING . TAPCON BY h1W' (Fu -120 KSI, Fy-92 KSQ , Ln TRACON BY 'ELCO' (Fu -m Kw, Fy m no WOOD BUCKS OR WOOD STRUCTURES IN. PENETRATION INTO WOOD BUCKS INTO CONIC. OR MASONRY MIN. EMBED INTO CONC. OR MASONRY INTO CONC. OR MASONRY MIN. EMBED INTO CONC. OR MASONRY 04 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy a 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 412 - MS OR SELF DRILLING sCRCwc (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. a 1/81 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS Po - 3000 PSI MIN. C -90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MN. 15 tall y„ u Z F �! I cy p Z OOU .t g°� Wm�1� drawing no. W11 -05 z F o� 89 a $ i go's R! I Ul OM irf C%� MW AMW PROMCrRBVISED o RA. PE CAA to Basins roe l; " B ionl)&a f� M�iund PradnclQoatro}. droving no. W11 -05 Ell SEEEI.EV�FO Af�dO O ALT. ALT. MAL FUN 5FAUMV SEE MMMI —DAPE COUMIY APPROVED MLO UON k MLLUON AMCHCRS SEE SEPARATE NOA TYPICAL FOR n INSTALLATION DETAILS WITH nUSH FRAME ADAPTER Z �tQ m" �$ n Ira Oil N NM OM Z$j 010 U � °w W m� Pli PRODUCI'R8VlS8D ° °°comNY�8withtlmRlw189 tM70, pttK NO a 'reMonDeta �St6 � .g i f"ftt hal% ) drawing 201 I W11 -05 FRAME HEAD /SWJAMB ® VENT bt8 bs`jI .043 ^N 1.047 GLAZING BEAD (LAM. GLASS) .130 .803 .048 1.tM GLAZING BEAD QNSUL. LAM. GLASS) a4s �— I�.120 .72o I- SNUBBER -.VENT a.ee9 oeaI '� 89 8.97 t FLUSH FRAME ADAPTER 1.780 .483 t. 4.493 CORNER KEY .240 1__ t� 1.258�I—f SNUBBER -- FRAME tm PART 0 g0AN7t7Y 8@SCMMON MA9'BRUL I MANB. /e1JPPLTBB/R8b1A9X3 i mat 4 FRA61E HEA0/S9.L/JAM8 8093 -TB a 102 4 VENT 6083 -T8 FIX 0 70592 3 FYI 08 AS REIM OtAM BEAD (LAM. GLASS) 806.7 -T8 - 3A EPOS AS REDO. GLAZING BEM (U49UL RANT. MASS) 6083 -T8 - 4 E908 AS RF21D. SNAMR - VEM. FULL LENGTH 8063 -To - 4A Via AS REOD. SNUBBER - FNAML FULL LENGTH 6083 -118 5 1 Em I OPTIONAL SCREEN FRAME 6083 -T8 - 7 Ito It 1 -1/$ A9 REOD. FRAK AND VENT ASSEMS.Y swEas - H 5TH 9645 8 E303 AS RM. BULB WFATHERSMPPINO. OURM&TER 65 SAMOPRERE ULTRWAB 9 E403 AS REM GLAM BEM 810.8, WRR0YEt6R 65 SANTOPREHE U13RAFAR 10 38.12.00.400 2/ VENT 4 BAR H84tiE. AT TOP AND BOTTOM STEEL TRUTH. INSTMM 6TM (2) 110 X 5/8` SOS 11 IMM92 1 MULTI POINT LOCK SYSTEM ZANAK TRUTH 12 - 91 VENT VIPER STEEL - 13 - 1/ VENT ROt'o OPERATOR ZAMAN/BTL. TRUTH 14 P&140-,SS 2/ CORNER FMW/VW CORNER HEY St. STEEL - 15 FY120 AS REOR FLUSH FRAME ADAPTER 000 -T6 OPTIMOL 16 ^__ 3 9A0 mm NYLON Mw PLASTICS -.•. 17 110 X 1 -1/4' _ 2/ }SKATE _AMT .. _. _..—._ FH SOS SKATE SCRIM IB #8 X 314' AS REQO. FN SYS SNUSSER SCRM IN PARS 2' APART. PAIRS SPAMD AT 7 -3/4' O.C. 18 2/ UTE SETH Sl= 3118' X 314' X 4' LIM NEOPRENE AT W FROM EACH END. WRIER 88 20 F1.9 -90 GLASS SPACER - 1%8' HI@I SRICOFIE FRANK LOWE SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE- MOREHEAD SM5504 SEAM SEALER. PARIMEfER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM 013096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8 -1/2' FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8° SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES EEAACCHBGUIDE �FAS1 FASTENED WITH (2) # 10 X 7 ° P MAX PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8' P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES ITINGESi 4 BAR ST /ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8' P PH SELF DRILUNG SCREWS OPEROM SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SLL END FASTENED WITH (8) #10 X 1° P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL Emir JWAn FASTENED WITH (2) #10 X f° P PH SMS FIX 0 70592 7 AEI -SAG SATES -SAG SATES ViNYI. ANTI -SAG SKATES BY 'M &M PLASTICS' (� 2 AT LOCK STILE AT 6 -3/4° FROM TOP /BOTTOM RAILS 1 AT BOTTOM RAIL AT 4° FROM LOCK STILE EACH FASTENED WITH (2) #10 X 1 -1/4° P FM SOS. agg S gel 89 h Qg N h � i 3 ti oRuwing no. W11 -05 (a4. 0 14 A h 14 / d 8 1 . I 4 Lu VENT CORNER FRAME CORNER R i o Ert9r: JAM AN= "Rwucr Ravmw , ^� •q CML �SWmAlyu$R'iiE1h6mwda N RA PE g 70M lau aCade $ � 4A3 p�6 lErmin riami o Product trap drnwuig rro. 5 20t sr,a�t s �r s Eco Window Systems, LL 9114 NW 106 Street Medley. FL 33178 i 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 HoAzontal Rolling Window — L.M.I. APPROVAL DOCUIVxNT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling W dw. (L.M.1.)" sheets 1 through 7 of 7, dated 02/24/09, with revision C dated 01/11113, prepared by AI- 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 produc% 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 entirely. INSPECTION: A copy of. this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12- 0221.05 and consists of this page I 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. f NOA No. 13-0206.03 f' (Expiration Date: May 27, x014 oval Date: May 02, 2013 •1 Page 1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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 C dated 01111/13, 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) 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.R. (Submitted underNOA #09- 0312.08) 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 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. (Subinitted under NOA #09 0312.08) 3. 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 /15 109, signed and sealed by Candido F. Font, P.E. (Sithiniffed under NOA #09 0312.08) 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 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. (Submi'tfed under NOA #09- 031108) E -1 a Manual Per , P. . Product Control xami r i1TOA No. 13- .03 Expiration Date: May 27, '2014 Approval Date: May 02, 2013 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTumm) 5. Test reports on: l) 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 -0$ 222$B, dated 01115/09, 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 -2229, dated 01/15109, 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- 2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted un der NOA #09- 0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 082230B, dated 01 /15 /09, signed and sealed by Candido F. Font, P.E. (Submi'tted under NOA #09- 0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al Farooq Corporation, complying with FBC-201 0, dated 01/27/12, signed and sealed by Javad Ahmad, P.E. ( Submitted under previous NOA #12- 0221.OS) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Econo 'c Resources (RER) Manuel Per , Product Control E xakWr NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -2 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. 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. (Submiffed underpreviousNOA #12- 0221.05) 2. Proposal No. 08 -1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submiffed under NOA #09- 0312.48) G. OTHER 1. Notice of Acceptance No. 12-0221.05, issued to Eco Window Systems, LLC. for their Series "Eco -Guard - 200" Aluminum Horizontal Rolling Window --- L.M.I., approved on 04/26/12 and expiring on 05/27/14. Manuel Per , .E Product Control E mi NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -3 i ECO -GUARD SERIES -200 .ALUMINUM HORIZONTAL ROLLING InNDOI9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADS COUNTY APPROVED MULUONS IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BLALDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCXS BY OTHERS. MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR S7UCC0. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE tS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL. SCREWS, THAT COME INTO CONTACT WITH OTHER OISSIIALAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 3 1/2° MAX. CORNERS ' kmC WINOOW WIDTH WINDOW WIDTH HEADA L 3 1/2° MAX HEAD /SILL °� I CORNERS �4 SENTRYGIAS 1iY 'DUPONT' I/8° HEAT STREN'D. GLASS 11 tl II tl SILICONE SIUCDNE �% ❑ =�i J�11 t; _�.,% ate-- II tt 11 It B CA e FALSE WINTINS/ � LS 31 1/4° 32 3/4° O.L. OPD. MAY BE USE DA. OPD. 35 3/8° ECO -GUARD SERIES -200 .ALUMINUM HORIZONTAL ROLLING InNDOI9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADS COUNTY APPROVED MULUONS IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BLALDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCXS BY OTHERS. MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR S7UCC0. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE tS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL. SCREWS, THAT COME INTO CONTACT WITH OTHER OISSIIALAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 3 1/2° MAX. CORNERS ' kmC WINOOW WIDTH 4° 10 5/8° MAX. HEADA L a CORIIERs ,DSO° INIERIAYER BUTACITE PVB 81' 'DUPONT' SENTRYGIAS 1iY 'DUPONT' I/8° HEAT STREN'D. GLASS 11 tl II tl SILICONE SIUCDNE �% ❑ =�i J�11 t; _�.,% ate-- B FALSE MUNTW/ 32 MAY USED 3/4° D.L 3/4° D.L. D. OA.OINH. 36 7/8° VENT WIDTH 1/8° HEAT STREN'0. GLASS 1/8° NE47 STREN'O. MASS .090° INTERIAYER ,DSO° INIERIAYER BUTACITE PVB 81' 'DUPONT' SENTRYGIAS 1iY 'DUPONT' I/8° HEAT STREN'D. GLASS 1/8° HEAT SIREN-D. GLASS SILICONE SIUCDNE Lti I scs 20 CORNING 889 p. F I DOW SCS 2000 899 CE s> GLASS TYPE GUZING OPTION THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. sTm MODUCTPIMSED 70592 B e0m0ft w9h the Fbdb PrOdn¢t CotOrol, � 1 �v T P Vo' � $ a W ;7.2 Oramng no. W09 -12 DESIGN LOAD CAPACITY - PSF 0 OX OR XX SIEES) 1TIND08 DIMS. A 11 0 REW. GLASS TYPE 19 4 MM RSINF. GLASS TYPE '8' Y 9 HEta1T .( +) INT.(- EXT.( +) 9tlT.(-) 26 -112° 37" 83-1/8• 74' 28' (3) 4 4 70.0 70,0 F80.0 solo 90.0 60.0 60.0 80.0 $0.0 6 70.0 BOA 80.0 8 70A 80A 80.0 90.0 28-1 2° 37 83-1/8 74" Rs 80.0 Solo 70.0 60.0 80.0 80.0 WA 90.0 12 70.0 80.0 80.0 90.0 74° OB -1/ 70.0 B00 804 900 26 -1 37` - 8° 74' 9D.0 12 7 70.0 it 60.0 80.0 80.0 90.0 5 600 80.0 Wlo WA 8 1 70.0 80.0 80.0 W.0 ZB` 37' 74" (6) 4 88.0 4 77.8 8OA 90.0 4 80.0 80lo 8 7D.0 80.0 BOA Solo 8 70.0 70.0 80.0 80.4 24• 38° 48° BO' 72" � 4 704 80.0 80.0 8(10 W4 4 70A 80.0 WA 6 70.0 Bolo 80.0 W4 8 704 80.0 BOA WA 8 704 80.0 60O WA 24" 38' 45' 80" 72' ( 4 70.0 80.0 9110 90.0 4 70.0 80.0 80.0 90.0 8 70.0 8070 80.0 80.0 00.0 8 70.0 80.0 80.0 B 70.0 80.0 W.0 90.0 24" 36' 48° 80' 72' 48" 4 70.0 60.0 80.0 00.0 4 70.0 80.0 8D.0 90.0 6 70.0 80.0 80.0 90.0 6 70.0 90.0 80.0 90.0 8 70.0 8110 1 80.0 Wlo 24' 38° 48' 80' 72' 4 70.0 80.0 80,0 90.0 4 70.0 a" BOA 90.0 6 70.0 70.0 a" 90.0 6 70.0 70.0 80.0 90.0 8 7fllo 70.0 60,0 87.5 A o NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EQUAL MASS DLO WiOTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) &INDOB DIMS. A W/o RSINP. MASS TYPE 'A' MR Mir. GLASS TYR '8' 1410TH How .(+)I tNT.( -) EXT.(+) INT.(-) 74" 10& -1/4° 111' () 9 700 80.0 80.0 BOA 12 70,0 8DA 80.0 80.0 12 70.0 810 80.0 00.0 74" ID& -1/4° 111" �3�° 9 70A 80.0 Solo solo 80.0- 90.0 90.0 12 70.0 12 70.0 80.0 .0 1 90A 74° OB -1/ 50-5/8 (4) 9 7&0 BOA 80.0 9D.0 12 70.0 80.01 80.0 SOD 5 24° (2) 0 solo 90.0 74" 108 -1/4° 111' (5 or 1 9 70A 70.0 50.0 90.0 12 70A 70.0 80.0 82A 12 70.0 7D.0 80.0 80.4 78" 841 98" t06' 24" (2) 0 70.0 80.0 00.0 90.0 9 70A 1 80.0 solo 90.0 12 70.0 80.0 80.0 0110 t2 70.0 80.0 ALL 00.0 72" 54° or 108° 36" (3) 8 70.0 8110 80.0 Solo 9 70,0 80.0 50.0 80.0 12 70.0 80.0 80.0 60.0 e6A 90.0 90,0 12 70.0 72° 84" 88" 108' 48° (4) 9 70.0 80.0 80.0 90.0 8 80.0 80.0 90.0 12 #70.0 804 80.0 W.0 12 80.0 80.0 00.0 7a' 84° 108" 60° 9 70.0 70.0 80.0 80.0 8 12 70.0 70.0 70.0 70.0 80.0 90.0 60.0 00.0 12 70.0 70.0 80.0 87.6 A - NO. OF ANCHORS PER HEM & SILL ( ) - N0. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF WX SIZES) WINDOW TIME. A (1/39!) (1/3W) (1/3W) HEIGHT EXL( +) WT.( -) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF WX SIZES) WINDOW TIME. A W/0 HMP. OLAN TYPE 'k 97TH HEM. MASS TYPR '8' IsOTH I HEIGHT EXL( +) WT.( -) EXf.( +) INT.( -) 74' 100 -1/4° 111° 26' ) 0 70A 80.0 80.0 90A 12 704 WA 80.0 20.0 12 70.0 804 90.0 90.0 74• 106 -1/4° 111° 38 t ; 8° 9 12 70.0 - 80.0 - 80.0 180.0+ 90.0 90.0 12 - - 80.0 90.0 74' �-5 /B" (4) 8 70.0 804 ODA 90.0 74' 63" (5) 9 70.0 70.0 804 90.0 72' 84' 96' 108° 24° (2) 0 70.0 60.0 90.0 90.0 9 70A 80.0 80.0 90.0 12 70.' 0 BOA 80.0 9" 12 70. BOA 80.0 Su 72° 84° 96' 1 W' 38' (3) 9 70.0 80.0 80.0 WA 8 70.0 80.0 1 80.0 90.0 12 711.0 WA 80.0 90.0 - - 80.0 90.0 72' 84' 99' 4W 9 70.0 00.0 60.0 90.0 - 9 70.0 7" 80.0 1 00.0 12 70.0 70.0 90.0 W.0 72' s0' (5) 8 70.0 70.0 80.0 90.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILT. (NO RISER) LIMIT EXT.( +) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. M P n V Q� W20 01121 0 NFU. W O� Eat NOTE: GLASS CAPACITIES ON THIS SHEET ARE o s BASED ON ASTM E1300 -04 (3 SEC. GUSTS) a m AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -218 F,nq� PRODUCTRBVISBD ow as complying withdwPlod& si F. C�P1E N 76592 r �C� 1� 1 X83;0 88yy , r 5 6u��MI iha&1et con � droving no. Su W09 -12 Sheet 2 6i77 "l (1 /4W) (1 /2W) (1/41!) 4- OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILT. (NO RISER) LIMIT EXT.( +) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. M P n V Q� W20 01121 0 NFU. W O� Eat NOTE: GLASS CAPACITIES ON THIS SHEET ARE o s BASED ON ASTM E1300 -04 (3 SEC. GUSTS) a m AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -218 F,nq� PRODUCTRBVISBD ow as complying withdwPlod& si F. C�P1E N 76592 r �C� 1� 1 X83;0 88yy , r 5 6u��MI iha&1et con � droving no. Su W09 -12 Sheet 2 6i77 "l -OADE COUNTY APPROVED ION 8 MULLION ANCHORS SEPARATE NOA TNEEPHOLES: Wt = 3/8' X 2 -1/4° WEEPHDLES AT EACH END AND 37° O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED W JOINT SEALER. N NJ N� d p :v TYPICAL ANCMItS ANCHORS K FOR SPACING PAM WOOD SUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE FIE". FOR SPACING 1,%4° DA TAPCON BY 'mv' (Fu-120 KSI, fjre42 KSI) �4° DI A, Ln eCOAI BY ' (Fu.177 Itsi. Fy 184 n) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8' MIN. PENETRATION INTO WOOD THRU 10Y BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASON �14 SMG OR SELF DRILLING SCREWS (OWE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8063 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SEE DRILLING SCREWS (ORWE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1 /8n (NO SHIM SPACE) WPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 1 ° MIN. INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAD, SILL. OR JAMBS f'a - 3000 PSI MIN. C -90 HOLLOW /FILLED OLO r�CK , AT JAMBS I'm a 20D0 PSI MIN. �21=wRb&ow lh 5 iol3 to .% z F O 0 U) 4 o�M 1w;� d ,o NN O � dr winq no. W09 -12 1 ® j SHIM TYPICAL ANCHORS SEE EM. FOR SPACING TYPIMAL ANCHORS r- _! m - - �7 ! '� \� ■ G tl r'N -tom ��.eF•�P ��' STFROXWE I 7T iI -- Iv � I � f My SEE a ACI VWNWH MOTH TYPICAL ANCHORS SEE M". FOR SPACING qr LM)L �y. VENT MOM VENT VADTH SHUS SHIM OIL Opo. O.L. TYPICAL ANCHORS Q) f 0SEE 1 - rt FOR SPACM AF 17 WOODO �_ ,� - -SCREEN IBY STEEL O I z:: SEE EXTERIOR MWM-OAOE COUNTY APPROVED MULLM TYPICAL ANCHORS SEE SEPARATE RDA SEE 0". FOR SPACINO �2��I� ... w i�.�l_ 1 S NETAL �k.V TYPICAL ANCNGRS TYPICAL ANCIiGRS MWdI —DARE COUMY APPROVED S EE a". a". FOR SPACING SEE ELEV, FOR SfM( f SEE SEPARATE NOAON ANdfO ALT. an �d$ ��FORRSSPACING t�4" MAIt © Z 3 Sl6dl9 ALT. $ 1w ;;:21 74. pR(gJ SEE YPICAL ANC RMSPACINB TYPICAL ANCHORS . SEE a". FOR SPACING ° .a $ $ ALT. I S A d INSTALLATION DETAILS wffH FLUSH FRAME CAPTE$ moDUCTRRVISRD °"'' " FLta T a � cvlm lho r>mide gg •'ti 38 Actepim+m Q- S 76 .° � , .• p .. • I •• ' .. Idiaml P _ _ _ _ _f dronuMg no_ r ! 15 tots w0 s -12 �t5of7 p�1.oB7 .718 I 3/t 8" to 1.434 rT .813��,////I A82 (( 1.140 -d 12 If VENT T011/80TTy RAIL (1) FRAME FIXED —T (8) JAMB STILE LOSS LO 2.083 2.901 1.400 40 1.,I 1 1.340 o —.OSt- .S00 -1.344 I- n MEETING RAIL FRAME SILL 2.188 1.314 - 1.422 .340 .312 1102 .082 .Gea 1.378 SILL TRACK (e� FIXED MTO. RAIL MOV. FRAME JAMB I n FIXED FRAME JAMB STEEL REWORCING .816 �1 1.047 to GLAZING BEAD z.eea .082 1 X789 4.611 FLUSH FRAME ADAPTER 1TBM PARE ® quAmm DffiCmnoN NATBRIAL MW./SUPPUB$ /RSAtA= 1 FY201 1 FRAME HEAD 8083 -TB 2 FY202 1 FRAME SILL 8083 -10 - 3 FY2Q3 1 SUL TRACK INSERT 8003 -78 - 4 FY203 AS REQO MOV. FRAME JAMB 8083 -78 8003 -T8 - 8 FY101 AS READ. 1/ VENT FIXED FRAME JAMB - 6 FY104 nxED MTO. RAIL 8083 -TB 7 FY103 1/ VENT VENT II4IERLOCK 8083 -T8 8 FY208 f/ VENT JAMB STILE 6083 -T8 0 FnO7 2/ VENT TOP AND BOTTOM RAIL 8083 -TO - 10 FY108 AS RED. GLAZING BEAD 8083 -TB it - AS READ• REINFORCING BAR STEEL - 12 - AS RWO. RUNFORMNO BAR STEEL - 13 FY204 AS RTEOD. AM-ON SILL RISEN 8003 -78 USE AS REOM 14 FY20B 4/ VENT ROLLER HOUSING & WOE ROLLER.. ._ CELCON - IB _ FY209 FY210 2/ VENT BRASS - IB _ a/ VENT ROLLER PIN ST. STEEL 17 QB X i- AS REOD. FRIWE/YENT ASSEMBLY SCREWS CIS P.H. SUB 18 J8 X 3- 2/ VENT FIX. RAIL SILT. SCREIVS (SILL END) CRS P.H. SMS 10 W23181 AS READ. FIN SEAL WVRIPFOIG - UL TWAB 20 Q3OOT18O AS IEDD. BULB SEAL O -LON SCHLEGEL 21 E207 AS READ. BULB SEAL SAMTOPRENE ULTRAFAB. MIROMETER 8830 22 E203 AS READ. GIA21N0 BEAD BULB �_ WTDFRENE ULTRAFAS. OUROMETER GSIS 23 FLB -00 AS READ. GLASS SPACER SWCONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 28 IS X 1/8- 2/ LATCH LATCH NN. SCREW Sr. STEEL OH SMS 26 VZA2L 2/ MW. WEEP VALVE - PREFERRED ENO. PRODUCTS 27 - 1/ VENT 5/i8/18- BOX SCREEN - OPTIONAL 28 FY120 FLUSH FRAME ADAPTER W83-TO OPTIONAL 2013 �u 0 O 4IA N m n Z.a oz al � 0 w w U g � drowing NQ. W09 -12 M IAM PDADE MIAMI-DADS COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICEQEAC_CEPTANCE (NOA) www.miamidade.gov /oera/ ECO Windows Systems, L 9114 N. W. 106'h Street, Medley, FL 33178 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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. PERA 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 600 Aluminum Outswing Doors - L.M.I. APPROVAL DOCUMENT: Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.) ", sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13 /12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control 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 Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w /wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37 ". 2. Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 12- 0402.03 bLiADE COUNTY Expiration Date: July 19, 2017 Approval Date: July 19, 2012 �`��'� Page 1 N ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I r, sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, 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 an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI -12 -33579 BETI -12- 3358, BETI -124003, BETI -12 -4003 and BETI- 124027dated 03116 - 26/12, all signed and sealed by Rafael E. Droz -Sella, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for -their "Butaeite ® PVB interlayer ", expiring on 12/11 /16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Sella, P. E. 3. Lab compliance as part of the above referenced test report. 1. Test proposal, dated 10/14/11 and 02 -21 -12 approved b PERA. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E -1 U 1/8' TEMP. GLASS y 5/18° AIR SPACE _ 1/B' HEAT STREN'0. GLASS .090° INTERLAYER SAFLEX 1110 BY'SM.UTIA' 1/8' HEAT STREN'D. GLASS SILICONE 15 DOW CORNING 899 CZ *a 28 ST. STEEL $ Z m METAL SPACER d, m 15 IL) SILICONE SERIES 000 > ALUMINUM OUTSWING ENTRANCE DOOR \ i/ SETTING BLOCKS AT INSUL LAM. GLASS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. _ 1 NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'GS' APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. cm� , THIS PRODUCT HAS BEEN DESIGNED AND TESTED CL COMPLY PATH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY °j„'�•:ie, i c a HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. :- ' u ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE ODORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED 'FLA. FE 7pS92 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. NOY PART OF THIS APPROVAL A LOAD OURA710M INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, drawing MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT q g 2 12 W1 2��8 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE .7 REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTION 2003.8.4. 9h @ef 1 OI 9 1/8' HEAT STREN'D. GLASS .090' QJTERLAYER BUTACTE PVB BY 'DUPONT 3/18' HEAT STREN'D. GLASS .DW INTERLAYER BUTACITE PVB BY 'DUPOM' to - -- Z 1/8' HEAT STREN'D. GLASS 9/18° HEAT STREN'D. GLASS SILICONE L� SILICONE ✓a DOW CORNING 899 ffi 001V CORNING N8 28 A a/ m W 14 .SETTING 13ACKS AT LAM. CLASS REOD. FOR 1AgDTHS EXCEED9JG 36° ONLY. NOTCH GLAZING BEAD LEG TO J GLASS TYPE 'GI' CLEAR BLOCKS GLASS TYPE 'G2' Q U 1/8' TEMP. GLASS y 5/18° AIR SPACE _ 1/B' HEAT STREN'0. GLASS .090° INTERLAYER SAFLEX 1110 BY'SM.UTIA' 1/8' HEAT STREN'D. GLASS SILICONE 15 DOW CORNING 899 CZ *a 28 ST. STEEL $ Z m METAL SPACER d, m 15 IL) SILICONE SERIES 000 > ALUMINUM OUTSWING ENTRANCE DOOR \ i/ SETTING BLOCKS AT INSUL LAM. GLASS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. _ 1 NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'GS' APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. cm� , THIS PRODUCT HAS BEEN DESIGNED AND TESTED CL COMPLY PATH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY °j„'�•:ie, i c a HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. :- ' u ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE ODORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED 'FLA. FE 7pS92 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. NOY PART OF THIS APPROVAL A LOAD OURA710M INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, drawing MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT q g 2 12 W1 2��8 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE .7 REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTION 2003.8.4. 9h @ef 1 OI 9 % pJRI M S n 11 � SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 39 314° MAX. FRAME WIDTH 12° MAX. A HSILL / II n I II // II \ II \ 11 11 \ Ic I \ 25 4 k1 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3° O.C. 1r MAX HEAD I 50.1. 26 15/16° . 1 1 26 19/18" (XX) DOORS LOAD CAPACITY — PSSV DOUBLE (%R) DOOR DIMS. LAMINATED DIM FRAME LEAF FRAME LOCK OPTION - WIDTH SEE S),IEET 7 79" II / 70.0 79.0 LL..___ 26 15/16° . 1 1 26 19/18" (XX) DOORS LOAD CAPACITY — PSSV DOUBLE (%R) DOOR DIMS. LAMINATED DIM FRAME LEAF FRAME WIDTH WIDTH HEIGHT 79" 37° 98° 70.0 79.0 �sLA3J U.LU. UIM1. D.L.O. HEIGHT =FRAME HEIGHT — 11.125" D.L.O. WIDTH (X DOORS) - FRAME WIDTH — 12.813° D.L.O. WIDTH (XX DOORS) - (FRAME MOTH — 22.125 °) /2 U° U' N $� n �n IR ss,mORRMi11� 3 0� z - ,,j W rn2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 ra o Engr. JAVAD AHMnD b 'o c FGA PE" 7W92 g rjl-- JUN $ 202 droving no. w� 2 —as sheet 2 of 9 DESIGN LOAD CAPACM - PSF MOEUTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE SELDV SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES OUT REINFORCaN0 w.L.$ REINFORCING E10.( +) IM,.(-) I EXT.( +) IN T) 24 30 38 37 42 a2 70.0 73.0 70.0 7 5.0 70.0 73.0 7D.0 75.0 70.0 75.0 70.0 75.0 70.0 81.7 75.0 70.0 75.0 88.1 81.7 80.1 24 30 35 37 42 88 Tao ' 75.0 70.0 73.0 70.0 75A 70.0 75.0 70.0 75.0 70.0 7&0 70.0 75.0 70.0 75.0 81.7 8&1 81.7 88.1 24 30 38 37 82 70.0 75.6 70.0 no 89.8 69.8 70.0 73.0 84.1 84.1 70.0 7 &0 83.3 83.3 70.0 75.0 24 30 38 37 98 83.3 83.3 70.0 75.0 57,8 57.8 1 70.0 75.0 53.1 52.4 8.11 70.0 75.0 52.4-1-70.0 /OPTION '3HEET 75.0 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. -CLASS D.L.C. DIMS, D.L.O. HEIGHT (SIDELITE) FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.438" 5" MAX SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY RE USED HEAD & SLL ANCHORS AT STILE ENDS ,2" CLUSTER OF (4) AT 3" O.C. (4) ANCHORS 3" AT HEAD/SILL 12" MAX. RAJ �L lil 'I ii n II u n II I I ( II u u .17! f 11 n n u u �II II II II G 32 3/4" SDEUTE FRAME WIDTH 20 15/18 "I I 115re� I D.L. OPG. O.L OPa 37, LEAF MOTH (OXXO) t � "49 N Z P a� r f� igas tT ID 0 SP vi v� v w ° �s �!q Ergr. JRCAD At4dA0 � FDA, PCB 7 " g `" CAN. NOTE: 8 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) drawing rro. AND FLORIDA BUILDING COMMISSION JUN $ 8 812 DECLARATORY STATEMENT DCA05- DEC -219 sheet 3 0, 9 1 I -= =r7 -=== 17 I I \ I or n I I L SE, /OPTION '3HEET II \ I 1 B I I I I I I I INACTIVE ACTIVE 20 15/18 "I I 115re� I D.L. OPG. O.L OPa 37, LEAF MOTH (OXXO) t � "49 N Z P a� r f� igas tT ID 0 SP vi v� v w ° �s �!q Ergr. JRCAD At4dA0 � FDA, PCB 7 " g `" CAN. NOTE: 8 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) drawing rro. AND FLORIDA BUILDING COMMISSION JUN $ 8 812 DECLARATORY STATEMENT DCA05- DEC -219 sheet 3 0, 9 PENETRATION EDGE GIST. t9Y tlIOOD BUCK aQ + QQa' N TYPICAL. ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOW BUCK OR / WOOD STRUCTURE >< SEE NOTE SHEET 1 \ I� TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WWDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL .ANCHORS: WE ELEV. FOR SPACING 1/4" DIA W_TE=N BY 'ELCO' (Fu-177 KS]. iy-188 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY —1/4" MIN. EMBED INTO CONC. OR MASONRY z CIzs) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/87 INTO METAL STRUCTURES STEEL : 1 /8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) MCAL EDGE DISTAN IMO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = T" MIN. INTO METAL. STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS fa - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS 4'm - 2000 PSI MIN. C TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING N Z F UUU LL 8� Z '. W wg 1M c U w 'D bft-ftocusim LDLD D DOOR DETAILS c n Enor: JAVAD X= a' O FLA. A X92 ys " 333 8 '?, JUW 292012 drowing no. W12 -08 (aheef' 4 of g ) (� 8 1/4° MAX. 1/4' M SHIM �J A%. c I CONCEALED FLUSH ENXTS O LEVERS AT STILE FACE SKIM Z 3 1BT 0 kk TYPICAL ANCHORS /T BUCK �. SM FOR SPACING tB ACTIVE LEAF H 2B 13 a 24 �' O W TYPICAL aNGHOts � Q 5r�2 . � •. SEE ELEV. FOR SPACING EXTERIOR • ' J t�i to 9 D.L.O. a l� METAL LEAF WID1H STRUCTURE .- LOCK OPTIONS SINGLE DOOR FRAME NDTH SEE SHEET 7 ppp-- --1/4' MAX O PTIONS S^'M 1/4° MAX � .. Z_LOCK SEE EE SHEET 7 � M 9101_ CQNCEALED FLUSH BOLTS O WNCEALED FLUSH BOLTS 2BY WOOD BU D QM TYPICAL 3 LEVERS AT BJSIDE FACE SALE OR LEVERS aT STILE FACE Z SEE ELEV.' WOOD S1RU TUBE FOR SPACING , 18 INACTIVE LEAF ACTIVE LEAF NOTE 1 F� O a ?; 2B 1J 26 _ W Oft 23 �SEE ELEV. TYPICAL ANdiORS t g 19 9 p,L,O, it t0 D.L.C. FOR SPACINO VIA • _ LEAF NIDTH EXTERIOR LEAF WDTH DOUBLE DOOR FRAME MOTH a N r 1gr..IAV_p I SCAN 'satiB s Is efth.ft &V 1201z- droving no. DOOR DETAILS JUN 28212 W12 -08 streat 5 of 9 JI TYPICAL ANCHORS �� 8• SEE ELEVATIONS EDg 1ST.. FOR SPACING N a 9 LL g� U $ N GLAZING OPTIONS i SEE SHEET 1 AS REDD. O q12 SMS O t6 AS REOD. t /a° MAX. fi AT 5". ENDS � SEE SHEET 3 f, SHIM AND 11° O.C. MAX y'\ O 1� m I I Z , - , j c f+ 18 P"'' 18 $ W a 1 28 19 � i o I I TYPICAL ANCHOA$ <° 1L- SEE ELEV. FOR SPACING 14 19 29 23 a F D.LO. 79 //IDS EXTERIOR kLEAF SIDEUTE WIDTH DOOR FRAME VBDTH M m 2 UNIT FRAME WIDTH , Go a l z- EnQr. JAVAD AHMDD FLA. PE CIVX9 70892 ., -: ;....:_.:�.. CAN. 9998 ° o ° 157. J\\- 28 drawing no. ED 0TYPICAL ANCHORS GE {V 201 FOR SPACING SIDELITE DETAILS Wl 2 -08 sheet 6 of 9 TACKS: OPTIOa B1: Allm LEAF: 4 POINT LOCK ASSEMBLY DLO1 -6007 BY 'INTERLOCK USA INC' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2' OIA, THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8° CONNECTING RODS LOCK LOCATED AT 42 -1/2' FROM BOTTOM INACTIVE LEAF* 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC' 1/2. DIAL THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42 -1/2' FROM BOTTOM OPTION 92: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIXSET' LOCATED AT 39 -1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44 -3/4° FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2- X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10 -5/B- FROM TOP AND BOTTOM LOCK FASTENED TO STILE NTH (2) 08-32 X 1/2' FH MS INACTIVE LEE CONCEALED FLUSH BOLTS BY 'SULLIVAN & A$SOC' 1/2' X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SILT, MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10 -5/8° FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) gB -32 X 1/2° FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. mm $ PART $ am. DESCRIPTION MATMUAL MANP. /SUPPLIER/RBNAR88 1 E601 DOOR FRAME HEAD/SILL 6083 -T8 - 2 ESD2 FRAME COVER 8083 -78 3 E603 - DOOR FRAME JAMB 8083 -T8 - 4 E604 - SMELRE TOP & BOTTOM FRAME 8063 -T8 - . 4A E828 _ SDEUTE 9- BOTTOM FRAME 6083 -T8 6063 -T8 -. 5 EW5 - SWEUTE FRAME JAMB 6 E6D6 - SIDEUTE SUP ON JAMB 8083 -T8 7 no LEAF 70P & BOTTOM RAIL 8083 -T8 7A E825 - LEAF 0" BOTTOM RAIL 6083 -T6 - 8 EWB - LEAF W'STRIP ADAPTER 606348 - 9 Ewe - LEAF MINCE STILE 6063 -T8 - 10 EBtO - LEAF LOCK STILE 6083 -T8 - 11 E811 - LEAF ASTRAGAL STILE 8083 -T8 - 12 E612 - ------ LEAF ALIGNMENT BRACKET 8063 -76 - 13 IM13 LEAF CLAMP 808346 4-1/4- LONG 13A E813 HINGE BACK -UP PLATE _ 6063 -T6 12' LONG 14 E514 GLAZING READ (5/16' LAM. GLASS) 6063 -TB 14A E109 - GLAZING BEAD (7118' LAM. GLASS) 608348 18 E015 - GLAZING BEAD QNSUL GLASS) 8083 -76 - 16 E016 - SNAP COVER 6083 -78 - 17 E613 - BOLT SUPPORT 6083 -T6 NOT SHOWN 18 AS REOD. SIDEUTE MULLION REINFORCING 6083 -T8 - 19 FD -107 3/ LEAF BUR HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FM914SS CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 #12 SMS AS REDD. FRAME ASSEMBLY SCREWS - - 23 012 X 3/4° HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8' Dhk THREADED ROD STEM - 25 W11323 - PILE W'5mppIN0 WOOL ULTRAFAS 28 E20618 -1(N -3020 - BULB W'SfRIPPING _ SANTOP.RENE I E2POM .. ._... ULTRAFAB 27 E208 GLAZING BEAD BULB SANTOPRENE 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER 00. _... 28 E622 FLUSH SOLT CUP NYLON 30 DLOtRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLOIWB WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS - 34 - 2/ LITE SETTING BLOCK, 1/4' X 1/2- X 4- LONG EM AT 6" FROM EACH END. DUROMETER 65*5 35 2/ LITE SETTING BLOCK. 1/4' X 3/4' X 4' LONG EDHDd I AT B° FROM EACH END. DUROMEfER $US MNGES 'w1 /2- X 7 -5/8- X .122° THK. EXTRUDED ALUM HINGE PART OFD -107 BY SULLIVAN & ASSOC, 3 HINGES PER LEAF BOTTOM HINGE AT 10 -1/4' FROM BOTTOM TOP HINGE AT 11 -3/4- FROM TOP CENTER HINGE AT MIDSPAN (38' CC MAX.) HINGES FASTENED WITH 010 X 1- FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. 4n 0 F W O Z � a +Twolil/ � � L rnr JMD AWAD g7 - 1 ( B CAN J8� 2 drawing W12 -08 4.00D .078 .625 _Z062�� (t� DOOR FRAME HEAD /SILL .130 .803 04S .QSO .803 .045 •1,.047 1.047 1.,72 -<- 3 GLAZING BEAD { (9 GLAZING BEAD 18 GLAZING BEAD 6` GLAS6 I 7/16° GLASS MSUL GLASS 7 LEAF TOP /BOTTOM RAIL 1,625 4.7,9 .078 4.76, L L .078 ,.750 ,.5 07 4.000 II 9 LEAF HINGE STILE 1.509 -5.344 1.7so 4.0o -� SIDELITE TOP & BOTTOM FRAME 2061 1•750 1.507 076'8 .o7e ,.812 T ,c LEAF LOCK STILE 2 FRAME COVER I�°�- 5.344 p- -.687 I •078 1.197 1: 1.7$0 zo 1 .oso - d .154 4.000 n ,6 SNAP COVER LEAF ASTRAGAL STILE 41.500 1 -1.500 q .625 4.000 076 2.097 DOOR FRAME JAMB i (s) SIDELITE FRAME JAMB 7A 9° BOTTOM RAIL IS,.�� 4a SIDELITE 9° BOTTOM FRAME j�1.800 II�Ji2 .062 J 1 LEAF W'STRIP ADAPTER _.094 .312 .442 4.584 i2 LEAF ALIGNMENT BRACKET '¢I��,_ .375 1.574 .128 ,J LEAF CLAMP. HINGE BACK -UP PLATE SIDELITE SLIP ON JAMB t v to 0 r j� LL aMh W 4 z� �z He .750 -d -.281 125 3.781 L= 16 SIDELITE MULLION REINFORCING CTVL CAN. 2 g n /JUN 2042 I Wiz 08 22 N p�FWjp � DOOR FRAME CORNER SIDELFrE FRAME CORNER SIDEUTE SLIP ON JAMB CORNER $ pM �8 Z 12 A W o®:e ffi U4 ''T•• JA�ANNA � , •, S FIX .A.N. 0392 L` drawing no. LEAF CORNER 2Qt2 W12 -OS sheet g of 9 7