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WS-16-977 ` Miami Shores Village Building Department C F__T�'�����'� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 APR 12 2016 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 - --- FBC 20 BUILDING Master Permit No. WCO 16- PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION RENEWAL r-1 PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 18 NW 106th St City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2136-005-0180 Is the Building Historically Designated:Yes NO X Occupancy Type: SFH Load: Construction Type: CMU Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Harry Tapias Phone#:312-933-5909 Address:18 NW 106th ST City: Miami Shores State: Florida Zip: 93437 3315D__ Tenant/Lessee Name: Phone#: Email: harry.tapias@loigica.com CONTRACTOR:Company Name: Railco Inc. Phone#: 305-823-2625 Address: 1545 West 35th Place City. Hialeah State: Florida Zip: 33012 Qualifier Name: Lenny Fagundo Phone#: 305-898-1555 State Certification or Registration M CG C060625 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$13,000 Square/Linear Footage of Work: 167 Type of Work: ❑ Addition M Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Installation of 13 Impact Windows and 2 Impact French Doors Specify color of color thru tile: Submittal Fee$ Permit Fee$ :26 d CCF$ .®D CO/CC$ Scanning Fee$ I Z'91) Radon Fee$ J DBPR$ 3.�S Notary$ Technology Fee$ 11),40 Training/Education Fee$ 'l. Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) f Y Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the Inspection will not be appro d and a reinspection fee will be charged. ..Signature Signature "'z OWNER or AGENT CO RACTOR The foregoing instrument was acknowledged before me this The foreeg Ing instrument was acknowledged before me this day of /tel '�' ,20 �� ,by _ day of AL22 Z 20,;:� J by who is personally known to who is personally known to me or wh has produced FL Tmo-uco-8i ­o9 S-p as me or wh has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:- Sign: Print: f Print: 11-71,mg Seal: � .::: Mixiff" Seal: ��" tiL IN COMOSSION rBY ON#FF&W68 �* EXPIRES:O�fio6er#F1.2019 porn * PIIRES.0cma i.me bdwThruBudot ry ' e Bt Nftyft APPROVED BY �Y-� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Prope Search Application-Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:4/12/2016 Properly Information Folio: 11-2136-005-0180 18 NW 106 ST Property Address: Miami Shores,FL 33150-1246 Owner BONNIE J O MEARA HARRY TAPIAS Mailing Address 444 NW 30 ST 403 MIAMI,FL 33137 USA Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 312/0 Floors 1 Living Units 1 Actual Area 1,616 Sq.Ft Living Area 1,334 Sq.Ft Adjusted Area 1,484 Sq.Ft Taxable Value Information Lot Size 9,225 Sq.Ft 2015 2014 2013 Year Built 1939 County Exemption Value $0 $0 $50,000 Assessment Information Taxable Value 1 $308,3411 $280,3101 $122,523 Year 2015 2014 2013 School Board Land Value $166,118 $99,374 $45,979 Exemption Value $0 $0 $25,000 Building Value $182,903 $179,950 $125,546 Taxable Value $349,994 $280,310 $147,523 XF Value $973 $986 $998 City Market Value $349,994 $280,310 $172,523 Exemption Value $0 $0 $50,000 Assessed Value $308,341 $280,310 $172,523 Taxable Value $308,341 $280,310 $122,523 Regional Benefits Information Exemption Value $0 $0 $50,000 Benefit Type 2015 2014 2013 Taxable Value $308,3411 $280,3101 $122,523 Non-Homestead Cap Assessment Reduction $41,653 Homestead Exemption $25,000 Sales Information Second Homestead Exemption $25,000 Previous OR Book- -- -- ............................................................ Sale Price Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). 11/22/2013 $410,000 28098360. Qual by exam of deed Short Legal Description 05/31/2011 $240,000 27714- 1Qual by exam of deed DUNNINGS MIAMI SHORES EXT NO 1 4843 PB 41-51 06/18/2010 $150,200 27505- Financial inst or"in Lieu of Forclosure" LOT 2 BLK 203 1653 stated LOT SIZE 75.000 X 123 29777- Sales which are disqualified as a result OR 18163-1533 0698 1 09/10/2005 $470,000 2267 of 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.govrinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 4/12/2016 STATE OF FLORIDA DEPAftTMENT OF BUSWE*SS AND PROFESSIONAL REGULATION CONSTRUCTiQI4INDUMY LI MSINO BOARD AZ Ccc06I25 . The GENERAL CONTRACTm Named below IS CERTIFIED Under the provisions JkChappter.489 FS. %� Expiration date AUG.3'1',�2F}'16 FA?UND0j LENNY RA HIALEAH f "" ISSUED: 0712212014 DISPLAY AS REQUIRED BY LAW SEQ# L140722WO1297 001894. c la `iaN# '! �° •gyp ;/` ,^' .fill_-'w Rs h �' �:� rt '� '` , a "�''" _. a� -'�1 t7rr,,: y, 'wd -k+ � i _. +1�C. i S k{*P. rt:AY�, 2� S •. ��mi Ss 3 i J r S 7 215 # .} pf t� [ l Y .,�� 4 {_.`�'7 r ty�'� 4R �'� i '8T�",yi .{'a # ' X13 y' �"�i i"•t it a � � ��� '` � e y�r��] S � ofJ"� { lrY fP SFS i " r��M.✓•7,?"+*^� OWitiBEi<: SBC.TYJ CFMill", PAYMB*RECM '.. PALC+f 444 8 GENERAL BUl1: f� � pY TAX d0LLv0 WOFk ►(5) 13GC0608;I5 ,t k $45.00 69/28J3+II15 tREDITCARD-15-050403 TDis1 B �gesay'V ear aNn Pe B Tate The is aw 13"em, i ISOara lae ►l I lad +tr anv g reev3n�i 1fie i•tlo.OIHM1 M ba 600 an all a emlaiv cls— 88-V1. k 91 t�aTatoraiaionnaUar�visll �„ MMan ®� iami shores Village Building Department 14050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 CONTRACTORS' REGISTRATION Fax: {305}756.8972 IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. J COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. c/ COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 Certificate must specify the description of operations or contractor license number. ■arrrrrrrrrrrrrrrrrrarrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrerrrrssrrrrrrrrrrrrrrrrrr BUSINESS NAME: A i L l' BUSINESS ADDRESS: 1S4S W 3� Plf CITY—L AVAU STATE 4L- ZIP_3do1? BUSINESS PHONE: (3p15 1__$23-Z6?,5- FAX NUMBER9dC_) - 21404 CELL PHONE 00'�- IM Q - MST- QUALIFIER'S NAME:_ Lf� N 1( FACrurj®� QUALIFIER'S LIC NUMBER:_ f;Cr C 0 6 C* 2S ACO® DATE(MM ONYYY) C40 CERTIFICATE OF LIABILITY INSURANCE 4/11/2016 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. If SUBROGATION IS WAIVED,subject to the terns 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 Ileu of such endorsement(s). PRODUCER WeCT Juan Hernandez Casualty Systems, Inc. PHONE (305)551-0590 FAX No:(305)581-0887 3331 SW 107 Ave D L :juan@casualtysystems.cam INSURERS)AFFORDING COVERAGE NAIL A Miami FL 33165 INSURER A:Scottsdale Insurance Company INSURED INSURER B:Florida Retail Federation Railco, Inc. INSURER C: 1545 West 35 Place INSURER D: INSURER E Hialeah FL 33012 INSURER F: COVERAGES CERTIFICATE NUMBER.'GL15111104368 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 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. LTR TYPE OF INSURANCE POLICY NUMBER moo EFF POLICY EXP LIMITS; X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 TO A cuuMsaIAOE �X occuR p isDAMAG �„ $ 100,000 CPS2310931 10/28/2015 10/28/2016 MED EXp(Any one perms) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY a JpERCT LOC PRODUCTS-COMP/OP AGCi $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY KO BINEeD SINGLE LIM $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED �� BODILY INJURY(Per acddent) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per aa*lent UMBRELLA LIAB _d OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS AND EMPLOYERS'LIABILITY Y/N ATUTE R ER ANY PROPRIETOR/PARTNER/E)(ECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N!A B (Mandatory in NH) 0520-39604 1/14/2016 1/14/2017 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 H describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ 11000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more apace is required) Contractor lie 0 CGCO60625 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE Juan Hernandez/JUAN _ ®1988 2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025 rgmanrn Impact Window French Door Retrofit Floor Plan Egress Opening 0 ..........14' 1" 7 U ill A V- APR 12 2016 E AT fill Bedroom 8 6 13Y. Egress Opening B z'J8 Bedroom ....101911 11 ------ ....... 12 -:t..............—1811011......... i........... LO F, 5 Bedroom 9 Co 10 9 c. *goov 1:13 • 0000 • oo*6 000: :0000: :ego*: Soo: :000*0 ! *goo . 4 f0000. ill :00 00 Goo** Go goo 00 9641410:0 649869 % lilioff: 0000 0000.. C") 14 2 3 C> 261811 Ca 15 Bedroom i "IT 0 Miami ShcresViflage ...... L--1 21 121911------------------ P,P P R Ob ED BY DATE nil P.4 �0 W <5 0 Egress Opening ZONING DEPT DOM BY <AV, !; IT 5� DEPT AMk AM CT 1_0 CC_NJ mum U w It Aff 11S BL DEPT CGNI C AL1-FEDERAL 00 TATE C tji E-4 STATE ANL) U.Ni rIL;t ��l UL=-S MID REGULATIONS I ES ANO 11 MENC31NEERING EXPRESSO t Order(Ref)#: 3639(42458-6987384259) Project Details: TAPIAS RESIDENCE Contractor: RAILCO INC. 18 NW 106 ST 1545 WEST 35TH PLACE HIALEAH, FL MIAMI SHORES, FL Subject: Wind Load Design Pressure Calculations(Components&Cladding) Site Information General Calculation Building Classification: Enclosed Directionality Factor(Kd): 0.85 Wind Speed (V„it): 170 mph Gust-Effect Factor(G): 0.85 Exposure Category: D Internal Pressure 0.18 Roof Type: Gable Coefficient(GC pj): ± Roof Slope(0): 18.4 deg Topographical Factor(Kt): 1.0 Mean Roof Height(h): 15.0 ft Velocity Pressure Exposure K 1.03 Min. Building Dimension (L): 30.0 ft Coefficient( n)� Parapet L 3 feet? No Velocity Pressure(qn): 64.79 psf End Zone(a): 3.0 ft ASD Method: P=0.6w y =�z{ ) x 11ariwOWN 9 zF, Ep; p$ s '' �r 1 (1) 15.0 37.0 x 50.0 5 No 12.8 1.03 64.79 0.98 -1.36 +45.1/-59.9 2 (1) 15.0 37.0 x 50.0 4 No 12.8 1.03 64.79 0.98 -1.08 +45.1/-49.0 3 (1) 15.0 37.0 x 50.0 4 No 12.8 1.03 64.79 0.98 -1.08 +45.1/-49.0 4 (1) 15.0 19.0 x 38.0 5 No 10.0 1.03 64.791 1.00 -1.40 +45.9/-61.4 5 (1) 15.0 37.0 x 50.0 4 No 12.8 1.03 64.791 0.98 -1.08 +45.1/-49.0 6 (1) 15.0 37.0 x 50.0 4 No 12.8 1.03 64.791 0.98 -1.08 +45.1/-49.0 7 (1) 15.0 37.0 x 50.0 4 No 12.8 1.03 64.79 0.98 -1.08 +45.1/-49.0 8 (1) 15.0 37.0 x 50.0 4 No 12.8 1.03 64.79 0.98 -1.08 +45.1/-49.0 9 (1) 15.0 31.0 x 80.8 4 No 17.4 1.03 64.79 0.96 -1.06 +44.2/-48.1 10 (1) 15.0 36.5 x 38.3 4 No 10.0 1.03 64.79 1.00 1 -1.101 +45.9/-49.8 Valid Only With Raised Engineer NOTES:Design is in accordance with ASCE 7-10(ASD method)and the Florida Building Code Fifth Seal Edition(2014).Results are not valid for use unless approw"via,prigineJ signature and.Wlsed engineer seal of a PE from Engineering Express.Results aie basecl'.on cantsa&4sLpplied data u ar h 29 2016 and shall be field verified by others prior to use.Selectioq$mnAglaliQQ of pto$uc;s 16all be ffr y 6 approved using these dimensions and pressures as verified by others. PE609749P.E. 74 ' "' "' •'• Cert Auth 9885 . . . . . ... . . .. . . . . . . . . . . .. . . .. . . . 160 SW 12TH AVENUE,SUITIi104,DEME=BCACO,FLCJklDA 33442 3639(42458-6987384259) PHONE:(954)3�1p**-+"0.jis i-P®. I. AutoPrint ENGINEERINGEXPRESS.COM PAGE 1 OF ENGINEERING ' �" EXPPESSO i Order(Ref)#: 3639(42458-6987384259) Project Details: TAPIAS RESIDENCE Contractor: RAILCO INC. 18 NW 106 ST 1545 WEST 35TH PLACE HIALEAH, FL MIAMI SHORES, FL Subject: Wind Load Design Pressure Calculations(Components&Cladding) Site Information General Calculation Building Classification: Enclosed Directionality Factor(Kd): 0.85 Wind Speed (V„lt): 170 mph Gust-Effect Factor(G): 0.85 Exposure Category: D Internal Pressure 0.18 Roof Type: Gable Coefficient(GCPJ): ± Roof Slope(0): 18.4 deg Topographical Factor(KJ: 1.0 Mean Roof Height(h): 15.0 ft Velocity Pressure Exposure Min. Building Dimension (L): 30.0 ft Coefficient(Kh): 1.03 Parapet 3 feet? No Velocity Pressure (qh): 64.79 psf End Zone(a): 3.0 ft ASD Method: P=0.6w 11 (1) 15.0 70.0 x 77.0 4 No 37.4 1.03 64.79 0.90 -1.00 +41.9/-45.8 12 (1) 15.0 37.0 x 50.0 5 No 12.8 1.03 64.79 0.98 -1.36 +45.1/-59.9 13 (1) 15.0 37.0 x 50.0 5 No 12.8 1.03 64.79 0.98 -1.36 +45.1/-59.9 14 (1) 15.0 19.0 x 38.3 4 No 10.0 1.03 64.79 1.00 -1.10 +45.9/-49.8 15 (1) 15.0 37.0 x 50.0 4 No 12.8 1.03 64.79 0.98 -1.08 +45.1/-49.0 Valid Only With Raised Engineer NOTES:Design is in accordance with ASCE 7-10(ASD method)and the Florida Building Code Fifth Seal Edition(2014).Results are not valid for use unless approy,¢b 03 bjig:na4 sWhjt4�e.%rWMised engineer seal of a PE from Engineering Express.Results a?%base&n,W1a&o'w6wp0 ed data and shall be field verified by others prior to use.Selectiorpeingwilatien of proJucts shall be T ch 29 2016 approved using these dimensions and pressures as verified by others. effrey Friant, P.E. ..• .•. ..• PE60974 • • ••• Cert Auth 9885 • •• • • •• • • • 160 SW 12TH AVENUE,SUITE;10(:DEERF=B?ACFt FL41DA 33442 3639(42458-6987384259) PHONE:(954)3Jjg618•t 4Xs1454&49: PR AutoPrint ENGINEERINGEXESS.COM PAGE 2 OF r C Tapias Residence - 18 NW 106 St Miami Shores,F133150 Mark NOA# Type Width Height Wind Load Design Pressure 1 15-0406.10 Casement 37 50 +45.1/-59.9 +70/-75 2 15-0406.10 Casement 37 50 +45.1/-49 +70/-75 3115-0406.10 Casement 37 50 +45.1/-49 +70/-75 4 15-0406.10 Casement 19 38 +45.9/-61.4 +70/-75 5 15-0406.10 Casement 37 50 +45.1/-49 +70/-75 6 15-0406.10 Casement 37 50 +45.1/-49 +70/-75 7 15-0406.10 Casement 37 50 +45.1/49 +70/-75 8 15-0406.10 Casement 37 50 +45.1/-49 +70/-75 .. 9 15-0603.13. French Door 31 80.751+44.2/-48.1 %see: *000 10 15-0406.10 Casement 36.5 38.25 +45.9/49.8 +70/-75 � 0 �'��` 11 15-0603.13 French Door 70 77 +41.9/-45.8 +70/-75 0000.. . . . . 000000 .. 000000 12 15-0406.10 Casement 37 50 +45.1/-59.9 +70/-75 0'0:0' . "00'000" 13 15-0406.10 Casement 37 50 +45.1/-59.9 +70/-75 0000. 0 0 000000 0.0.00 14 15-0406.10 Casement 19 38.25 +45.9/-49.8 +70/-75 . .6000 0 0 0000.. 0000.. ..09 ..0... 15 15-0406.10 Casement 37 50 +45.1/-49 +70/-75 0000 .. . . . 000000 0000 . . ♦ r M®DQE MIAMI DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 P(786)315-2599 NOTICE OF ACCEPTANCE (NOA) tMMxdam+dadg.Qav/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product 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 AHS(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-bade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 500" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT:' Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA.is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall abe► provided to the.us%by the manufacturer or its distributors and shall be available for inspection at i r job jt jaj4 reytae It df the Building Official. This NOA revises and renews NOA No.*13-0206d0 ad coy aIists bfW* p#ge 1 and evidence pages&1 � and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by VV*%lePereq P.4ii.. . . . . . ... . : ..• ;• : : : NOA No.15.0406.10 Mtati',�4D1ec`Atl�i ExplrationDate: May 19,2021 �1/f,�p1� • •Approval Date: July 02,2015 J • . Page 1 . . . . . . . . . . Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151,dated 12/29/10,all signed and sealed by Candido F.Font,P.E. , (Submitted under NOA No.11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, 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 "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. .. ... . . . . . .. • .. . . . . ... . ... ... ... Vut rm P.E.:Productxaminer :• :• NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Eco window systems,,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51b Edition (2014), and of no financial interest,dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No.HETI-10-3150 and HETI-10-3151,issued by Hurricane Engineering and Testing,Inc.,dated 12/29/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No..1I-4309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco 'Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. . .. . . . . ... . • . • • ••• ••• ••' ManuelP .E. • .• • • :Product Contro Ex finer . . . . . . . . . . :' " • NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. r ECO—GUARD SERIES-500i ��(� 8 WIN ALUMINUM OUTSG CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT WITH Q FALSE MIBdTUVS �3/gam z 3 COMBINATIONS OF CASNT/CASMT OR CASEMENT WITH OTHER L WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING ( ' MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. p g► 8 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ESQ WILL APPLY TO ENTIRE SYSTEM. 2 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE HURRICANE REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HUGH VELOCITY / WOOD 13UCKS t > LOADS TO THE�STRUCTUURRE.MUST BE ANCHORED PROPERLY TO TRANSI ER ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS aLL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ===__ T t� NOT PART OF THIS APPROVAL ^ ^$ m yt \ 41110 1 1 0 A LOAD OUWUION INCREASE G USED IN DESIGN OF ANCHORS INTO WOOD ONLY. $ �i; a ALL SHIMS TO BE HIGHIMPACT, NON-METALLIC AND NON-COMPRESSIBLE. i o MATT JALS INCLUDING BUT NOT LIWED TO STEELL//METAL SCREWS.THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING OWE. u \ THESE WINDOWS ARE RATED FOR LARGE& SMALL MLSSILE IMPACT. SHUTTERS ARE N07 REQUIRED. • •• 8 POINT LOCK r • • • 12' M$ t •••i 0000 • •• MAX. 7'MAX LOCIQNG PONTS U on • s • • • MAXIMUM DESIGN LOAD RATING =+ 70.0 PSF HFAp HFAD/SILL SEE CHART. F • • (FCR SRES SHOWN ESR sWLLSO — 75.0 PSF SILL CORNS • 0000 0.000_ NO.OF • • i•i••i WOW.HEWHT XEWM Z. TYPICAL ELEVATK)N � AT SM 1 U a B • ••i• •• • 383 3 tI7 �W� i • • •••••• T/8'TEMP.GLASS SD-S 4 ••t• • •• 83' S •••• • •••• 3/8'AIR SPACE '78' 9 • • fj$'4RAt�rREN'a amm • 1/8'HEAT SGREN'D.GLASS 3/I8'HEM STREWIL GLASS a ••s• •s•s • • �md g go*••• Dubftrkww pont B�utocit PVB Buyer Dow m PVB � 91ea Uh Flea CIA M • fee: ••• A N-W MIT-M�•x.•• By'Kamm America.Inc.' BY'Ko—cy Americo,t— W- 0 P B • i •1/8'HEAT STREW.MASS 1/B'HEAT STREWD.CLASS 3/19'HEAT SIREN D.GLASSO /16.-1O• SILICONE• E pQor •• • DOW CORNING 899 F pari+CORI9MC 998DOW CORNING`899GLASS CAPACITIES ON THIS SHEET AREa z 3 9 9 9 I BASED ON ASTM E1300-09 (3 SEC. GUSTS) 3 m .n a AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 r . � Engr:ESA Ao aiw L,, g} rc s FU E 176592 C 3 AT 1/4 PANTS i oAll S36= 21 1ALL SIZES 8 SETING BLOCXS AT 9M)L.LAM.CLASS TO CLEAR KSS a GLASS E g GLASS TYPE 'A' TION , ' J 232015 sz0t5 Lkawing no. W11-05 9tleet 1 of 8 TYPICALlay FGR SPr Io WOOD 8= 4 r e• 4•a•� .b, a 6, a OSGE STRICTURE I{MNMI-RADE COUNTY APPRWEO jI EDGE .e• 4° ,'b's e.:• d°' e,. I WULLKMI&mmim ANCHORS 1 Ow. o Z 3 ..^. I I SEE SEPARATE Nm I I 0 ------------ I' 2 °o•< sTYPICAL TYPICAL ANCHORS *0*RS �nm SEE ELEV. SEE EM. FOR SPAC114G FOR SPACING 0 -- g WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. TYPICAL ANCHORS: SEE ELEY.FOR SPACING I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. ULTRACON BY ' (Fu>T77 RSI,Fy=,55 KSI) T AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SU) 0 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) ^ I • DIRECTLY INTO CONIC. OR MASONRY o • a f • f• 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) ccc •• •• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY(JAMBS) a!, f • 4 •• •• : •i 614 SO OR SELF DRILLING SCREWS (GRADE 2 CRS) 1 3 z • INTO METAL STRUCTURES U B •• • •• STEEL : 1/8-THK. MIN. (Fy - 36 KSI MIN. W rndj f so** f f• ` f s ALUMINUM : 1/8' THK. MIN. (6063-75 MIN.) -� 99:00• s •f f• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 90000 #12 SUS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0000: •f I INTO MIAMI-DADE COUNTY APPROVED MULLIONS(MIN. THK. 1/8") f• •` •• 5 (NO SHIM SPACE) 8 0000100 f f f• • TYPICAL EDGE OW C p 0 f • INTO CONCRETE AND MASONRY - 2-1/2" MIN. 6 ff• f• • • tSY IN70 WAD STRUCTURE - 1' MIN. o $ • f• • f 1 YAC SUCK INTO METAL STRUCTURE a 3/4' MIN. • •• WOOD AT HEAD.SILL OR JAMBS SO - 0.66 MN. C CONCRETE AT HEAD.SIU.OR JAMBS 10 0 3000 PSI MN. a o r C-80 HOLLOW/FILLE0 NORMAL WEIGHT CMU AT JAMBS I m 2000 PSI MN -o. o a m 6 o u I � � 8 a 'e Ettgn om ANWD •u CNIL :'� ?•:. ` .' ° a_ °' FIA. i 70M g �' ',4 o 6 F is $ p \ e 'I v s .•asmmpryteg gdlhlEePlwWa v '� $ .,•a•.. •.I.= MC CHOAS T1�PICA1.ANCHORS+ a S '• v BuOdbgCodo SEE ELEY. ving no. ' I EDGE OPST. I sP� EDDE T. FOR SPACING " o j,•�•� dro �I 2 3 ZU15 W11-05 as arrest 2 DT 8 t 1/4'MAX om 1/4'MAX 1Z. 3r SHIMI © 5 O WO SHIMa 18 4 8 WOOD 8{1CIC F ELEV. ANCHORS WOOD Y 1 IYPICNL ANCHORS ---------SCREEN OPT ---_- —_____ o., FOR rMBNC LEV SEE ELEV. FOR SPACING 1d 2 5 7 S EXTERIOR TM� ANCHORS STRi1CUR .'.b v FOR A E NG DL OPG. VENT mil t WINDOW KTOT{{ n M"-OADE COUNTY 3 mM SEE SEPARM NON Z o O Tr W&AtvcHORs 3 g • SEE El".FDR SPACING 01 • • • 0000 � W w� • 0000 0000 • i�-=�i • • • • • It II • 0000 •0.0•i �� i� ii ------ • • • • • li it • 0000 I 1 • 0000 •• ••• • • -go II I41 1 e � • • 0000 t I 0000 L---J • 0000•• 0000 • 0 • 0 0 • 63 0000•• n •• ••• WMDOp/WIDTH W WIpTH w i8- • •0.0 • �—es1 • •0000• 0 0000 • •• < u o W 00 0 0 • • 0000FAF.JAM - cm PRODUMRSVISM dmw g no. J $2015 W11-05 sheet 3 of 8 • EDGE dST. EDGE DIST. MEIAL TYPE ANCHORS STRUCTURE j l wWFO—RADE COUNTY APPROVED • e SEE ELEV.FOR SPACING I I wUUION$MLAI.ON ANCHORS Z •O.. \•a 1• ..>• SEE SEPARATE NOA I 1 0 .�:.. is ' • - a. I EODE OW. ALT. TYPICAL. M ELEV. . 15 TYPICAL ANCHORS SEE EIEVSEE ELEV. �,' FOR SPACING FOR SPACING L/$WI C Z -a!a3 SHIMS ALT. 3 I y� �p�a •• Lees: Yi V�W • TYPICAL.ANCHORS to pj g • •••• ••••• : ••• SEE 13.EV.FOR SPACING. •• • • •o•• •0•••• • • t.•• • • • ° a •••• •••••• r • •• • GTYp•m AOSCHOR4 00 go � 1'1/4 ca � • •: SFE EISV.FDA WA= i••i•• S " '••$ � R •••••i Goof s . • ••• e9•m •dlhl>,st4aaEdo ..Doesa g ¢ • •ow• Ess�9 o••o I 1S • ••••• '� INSTALLATION DETAU.S WITH FLUSH FRAMEjj AT1AP7 RR Ener JAVAD a nA.PE 70M ' v dro•hn no. W l l—05 Q sheet 4 of 6 •�z7so mul PAM a I oUANTrrr WwmpTmN MA7m" M&W./9uppTatlWFmuSBs 4r� 1 I EG01 4 FRAME HFAO/SILL/JAMB GOW-18 300 2 1 E802 4 VENT 7g I ,.330 3 Fria AS REO. OLAZINB Gens(5/16^uM.Mussy 8063-Y9 az 3a moa AS REOL MA2INo Genn MIL.LAM.Doss) 8083-78 - 0 38 Fria AS REM CLAM BEAD(7/10"LAM.GLASS sa3-78 - 4 E808 AS REO. SNUBBER-roar.FULL LFtIM Gas-78 078 2.821 a Em AS REO. SNUBBER-FRAME,FULL.LENOIH 8083-T8 - $ t a93 s Laos oPIX1w4 scrams FRAME 8083-7e 7 810 X 1-1/4- AS REOIL FRAME AND VENT ASSEMBLY SCREWS H WH S16 A0: a 8 E203 AS READ. &R8 WEA7 omnvPpm.oURO►t m 8a SWOPRENE ULTRAFAG 8 ti 9 E203 AS RIM GIAAN8 WO BULB.OWOMEFER 86 SANTOPRENE ULTRWAS V 10 3G.12AM400 2/VENT 4 BAR HWE.AT Toa AND 1301101A STEEL TWK W9TAUM WOR(z)po x a/8'SOS Q FRAME HEAD/SIU./AMS 11 1308892 1 MUL71 PWar LocX SYSTEM ZAYAK TRUTH 12 - 8/VENT KEEPER STEEL 2.354 13 - 1/VENT ROTO OPERIOW ZAtAAK/81L. TRUTH h7 14 P9J40-SS 2/CORNER FRAYEJVENT CORNER KEY ST.STEEL t.330 15 M20 AS REML FLUSH FRAME ADAPTER 8033-TG OPTIONAL 2' 18 - 3 ANR SAO SK47E NYLON M&M PLASTICS oe2� n 010 X 1-1/4r 2/SMAX FH SDs SKATE SDREWs --p' 18 +8 X 3/4' AS RE4D. FH SMS SNUB�R! - IN PAIRS Y APART,PAM SPACED AT 7-3/4'O.C. $ V aV 2.a4 ,372 .600 .788 18 - 2/tt1E SEnm aumL 3/18'X 3/4'X 4'L. EPoAI OUROMETER pt8 SHORE A �Mb .062 2.813 RB-a0 DTASS SPACER-1/8'!X181 SL=NNE FRANK LOWS '898 2.611 21 - - WUL OLM EOCE SPACER Sr.smm CARD m xL .719S- T'+ g 390 is FRAME ADAPTER ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. !382 !.790 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. ® VENT 3 m M 319 t.7so4.41t3 aes MUL07L1NT LACK SYSTEM #13096.92 BY 'TRUTH'AT FRAME JAMS z 'a LOCK OPERATOR #24.33.XX.004 AT 8-1/2' FROM SILLU8�� . • FASTENED TO JAMBS WITH (2) #10 X 5/8' SMS.LOCK BAR SECURED TO JAMB WITH LOCK GUIDES T W#33488.00.0001 SPACED AT 12-3/4' O.C. MAX. • EACH GUIDE FASTENED WITH (2) #10 X 1- P PH SMS • ••• • � • • to CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT 3 GLAZING BEAD�5/16'IAM. 01A6i)e o i EACH FASTENED WITH (2) #10 X;5/g' P FH SMS • SEE CHART ON SHEET 1 FOR QUANTITIES • 24S o � R • 0:9 ••• ••"� �i8t► • ••• . •••••• MNGES. gg ••41• vS � • 780 •.•• ,� 4 BAR ST/ST HINGES 035.12.00.400 BY 'TRUTH' PROL'RSVI W • LOCATED AT TOP AND BOTTOM CORNERS mo wDnGX,Pta& • •••i ••••• I t I� FASTENED WITH (2) #10 X 5/8' P PH SELF DRILLING SCREWS wly••• ••• 1.172 •• ••• ••• 9PERATOR �g • GLAZING i1GA0 a1NSUL LAM.GLASS) ® SNUBBER FRAME SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' <m v o W • ••• •••• • • • LOCATED AT SILL END • k1.0.47 FASTENED WITH (6) #10 X 1- P PH SMS el �� FASTENED WITH (2) #10 XOPERATOR TRACK #30175 A1- P PH SML Fears JAC HMAD E 71882.780 4.120CAA �. I��TTI—SAG SKATES:720VINYL ANTI—sAG SKATES BY 'Meeh PLASTICS' (2) AT LOCK STILE AT 6-3/4- FROM TOP/BOTTOM RAILS drawI1tg Do. (1) AT BOTTOM RAI.AT 4' FROM LOCK STILEW11-05 Q GLAZING BEAD (7/16' LAM. GLASS) © SNUBBER - VENT EACH FASTENED WITH (2) #10 X 1-1/4' P FH SDS. JUN i2015 Gnat s oI 6 [Me ��4 O F is O a s[ 1 I ` 3Z • W:18 4I • o • •••••! • s 10 • • PENT CORNER • •••• estate FRAME CORNER •• s 10 :10 •• tti 60:06• • •6 :tsa:• •sat ! • 000 ! • a •sat a:0000 96,6000 10O•s 00:9100 0 0060 • ss� 60 Date •*00 ! • 0 0 c • 6 ss•: Engr�_� FLA.FE JQM PRMXJCrs CA3L 0 8 .avcompipNg thoplmids � ,� k d �o. JU 2015 W 19-05 sr,eet s or e M IAM PO E MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) www. �amidade-toylecunam y ECO Windows Systems,LLC 9114 N.W.10611 Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHI}. 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 A14J (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 AHI 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 Rev C,titled"Series 600 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2.See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37".See locking options 1 &2 in sheet 7.1. ,. 2. Laminated glass types Gland 02 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number pooce ded-by the words Miami Dade County,Florida,and followed by the expiration date may be displayed in advprtift Ut gaturg. : rry.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 they ob.bite at tllca eqmmost othe Building Official. This NOA revises NOA#12-0402.01• nd ions isVbf this pago,l4and evidence pages E-1,as well as approval document mentioned above. 00 •• •• • The submitted documentation was reviewed by Ishaq I.Chands,P.E. ... . . ... NOA No.15-0603.13 ted,,,a GoURT�' ' ' Expiration Date: March 20,2019 .. • Approval Date: October 15,2015 • .. • .. .. lSAN4 ... . • ... . Pagel �e EC©Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alun Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#12-0402.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 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. HETI-12-3357,HETI-12-3358,HETI-1240031 HETI-124003 and HETI-124027dated 03/16- 26/12,all signed and sealed by Rafael E.Droz-Seda,P.E. Note:The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Sella,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation,dated June 02,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. ]MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours&Co.,Inc.for the"Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. .• ... . • . . . .. G. OTHER " 1. This NOA revises NOA#12-q#02,,Q4 ckring43P$/1j�• 2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. . ... ••• ... . . ` . . . . . ... . . c�k..g � . �•....sem-- shaq L Chanda,P.E. Product Control Examiner NOA No.15-0603.13 ... . ... • Expiration Date: March 20,2019 Approval Date: October 15,2015 ••• • • • ••• • • 1/e"HEAT SIRENIX OL43S 3/18'HEAT S1REWD.GLASS 0800 eukm� aga•Idorbyar By'Ku-w Am-T�o.Im' By'Kum ArmtIm Ma' Z ;>< 1/a'HEAT sTREMa GLASS s/18"HEAT SIREN'O.GLASS F ¢ �CORNING ago �Comm 888 20 26 m 1< m V A 34 . SETONG BLOCKS AT LAM.CLAW p6� RECD.FOR WIDTHS EXCEEDING 38.ONLY. NOTCH(LAZING BEAD LEG TO CLEAR BLOCKS • •• GLASS TYPE 'O1' GLASS TYPB 'G2' . • 0000 • •• . • • • • 1/8.TEM,.CLASS 0000•• •• 000 • • • • 8/18•AIR SPACE • • :0 • 1/8'HEAT SRNb.GLASS • .0.000 • =•�rloyer •• *00 •••• • •••••• Sdtax CI=And Color Gkm • •.• • •. 000*•• By'Eastman CHmn lcW Ca' OD • 0000000• 1/8•HEAT STREN'D.GLASSm M •0000• • 0 jsM ONE • •.: •• • •.•••• DOW COLIC 0 26 sr.sTEEI. 1 3 z METAL SPACER d, .• ••• 0000 0000•• • • a • 0000 • ••• 18 W CD g •• 000 0000 • •• \ • • r i SILICONE ALUMINUM OUTSIYING &NTRHLN - DOOR \\ / SINGLE(X)AND DOUBLE (70f) LEAF DOORS SEE SHEET 2. SETTING HACKS AT INSTIL LAM.GLASS STAND ALONE SINGLE SIDELITE SEE SHEET 3 NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDELTTES SEE SHEET 3. Q LOWER VALUES FROM SIDELTTE CAPACITY CHART OR DOOR CAPACITY WILL i APPLY TO ENTIRE SYSTEM. ■�F u"dw � DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION b""ca4 RESISTANCE IN REQUIRED. • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1CLvA,. a.`S► REQUIREMENTS OF THE FLORIDA BUILD=CODE INCLUDING HIGH VELOCITY s1AAw a.r neva awro m <m HURRICANE ZONE(HVHZ). m 1BY OR 281'WOOD BUCKS BY OTFERS.MUST BE ANCHORED PROPERLY. a TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL B!S LISTED.SPACED AS SHOWN ON DETAILS ANCHORS THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. ` EM�DMENT TO ITASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQLARED. CCAt�R�M" � ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE xis NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN CP ANCHORS INTO WOOD ONLY. 4 215 arq no MATERIALS INCLUDING BUT NOT LIMITED TO LIETAL SCREWS.THAT W1�-08 COME INTO CONTACT WITH OTHER DISSIMILAR MA SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUD G.CODE. elteek o1 9 39 3/4-MAX 78'MAX, 37 3/i8'NNE. FRAME W10TH FRAME WIDTH FRAME WIDTH *Y @ N HEAD&SILL ANCHORS AT STILE ENDS 12' (4)AT 3-O.C. 12' Ir r r MAX. p- �' 5'MAX, MAX b'MAIL MAX ZS ON 1 A SILLA CORNM _ , tt�i H= F SILL`� It / \ it / LOCK OPWNS C / ii I.=Op on 11 tg 81 111112 it 81 OR II Si$i OPTION 2 SHOWN) / II (DPRON H If SEE S EEC 7.1 t __ ___= SEE SHEET 7. • •• / it�'^- FOR D(�BPTION g / �� FOR DESCt3Pf10�1 • n$ •• • 'ISI✓✓ met • • _•-u__--- _� /i •• • • • If • • •11it • N • • \•N•1 \ ii / II •• ••• • •• i i: 'tom _\ __= % __ ____ m • ••• •• • • i n\ // Tin m • ••• • I • \ 9 ii \ / ii g Oo • •••• • •\ \ I / n Z-1 • • ••4ANRii i I g z SURFACE SUIO'ACE APPLIED SIRFACE APPLIED w p� • �gQ• �fQJFJQ ,�+I • FALSE Nta�RINS ECT• • 16/ 8' 8 FALSE MLNiINS OR 28 18/18" 28 tbf18" 1u� FALSE MUNTpV3 OR 3/4 •• •��MANY •• t° S DE RAYTNE BE U DA.�+6. O.L a'O. 1D �j DECOItATNE GRILL D.L.Om m i • •••• 37'MA1L SED VAY BE USED 3r MAX. LFAF WSni LEAF WIDTH C STAND ALONE SINGLE SIDEUTE It It »oo LOAD M T DOORS -PSF SEE SHEET 3 FOR CAPACITY ODOR oD�. TAMINAIED OLA88 DOOR ONS. LA!@LLM GLASS WID01 W@DC Hmff ExT�+) INT.{-) WIDTH WmOC 1ffmNT FRAME EXT.(+) W.(-) M/RODMCrif �` 0 -3/a- 3r Or 70.0 78.0 78' 3r 88' 7DA 7S0 tSrO/0�1 m Dw GLASS D. O. DNS, CENLd q D-LO. HEIGHT= FRAME HEIGHT- 11.125" O.LO. WIDTH (X OOORS} = FRAME WIDTH - 12.813' fUl In 7•. gI D.L.O. WIDTH (kX DOORS) m (FRAME WIDTH - 22.125')/2 CA& 7b NOTE: 0 2015 GLASS CAPACITIES ON THIS SHEET ARE draWlOg no. NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS) EGRESS REQUIREMENTS To BE REVIEWED BASED FLORLOA BUILDING COMMISSION W12—d8 BY BUILDING OFFICIAL AND STATEMENT DGW5-DEC-219 eheoi 2 of g DEM LOAD CAPACITY-PSF 14W MAX. /�U.. V/ �QR�$jj• DESIGN LAAO CAPAGTIY-P6P MM WITH OW OR aWBLE LEAF DOOt.R TESTED FRAME WIDTH 4Y T STAND ALONE SORD•E S mum (SFE WE T swan SIDELITEBETHODT ISOEm 91DElIIE NttHODT 141'f13 aSS&SILL TILE ENDS ANCHORSN FRAMEFRAME FRAME CLUSTER OF , AT 3.O.C. 0 WDM HE" R�ORCING WDM HEIGHT MMMRCPTG REDQFORCING g• (a)ANCHORS INCHES DR20S EXT.(+) W.(-) D WMES EXL(+) WL(-) W0) W.(-) A7 HE/D/SU 12° 24 78.0 24 70.0 7" 70A 75.0 SmAx. J' MAX. p __ -_ 30 704 75A Yao 78.0 HEAD/sILL e2 sg 82 70.0 7&0 7aCORNERS0 78A -'� 37 70.0 784 70.0 75A �.- 42 8.7 0&1 42 1 51.7 0&1 81.7 S&7 { 24 70A 780 24 70A 784 704 78.0 m 30 70.0 75.0 30 704 75.0 70.0 78A It 11 / I t \ cy 38 as 70.0 75.0 38 80 70.0 78.0 70.0 78.0 _-- 37 70.0 LSA 37 7oA 75A 70A 78A ----tt---- "--t17•- I t \ 42 81.7 88.1 42 81.7 B&1 81.7 8&1 1�1 i t I 24 704 780 24 70A 750 70.0 784 30 MA SOS � � �9 M.6 7a0 754 38 92 04.1 84.1 35 "1 84.1 Tao 784 =___may_____ �'==ro="=== t I 37 • 83s 37 03s g3.3 70.0 784 W A!• / ii% % \ �% _ • •i •••318 83s 0 10024 83.3 gas 7a0 :• •: Sa 57.8 87.8 • t so 57.8 57.8 70.0 780 1( IF�� { i m �� �d --IL----- ----.0----- d 38 *00"o 83.1 se 53.1 83.1 70A 78-0 ==---tt�^---- ----Its---" I 1 N •: •fI • 82.4 52.4 0 82.4 IM4 70.0 75A • 000000 00 000 •• • •• •• AS FR 0 II \,,ItI1 I { 0wt0 CE7 SEE CHART a-=�t-=== ===i1=-== { I 11 OR/ft ) •• :•• •• ••i i••i•• - ii ii\ i i SHEET .t jLi • • s • 0000 ii ii \\ i i D 3,o t%1 •• •• I �� G B t \ i i / SdM i• • i 0000 i i Z_3� • • •••• �. wAcrntE ' mm 3 z •• • • 0000 0000 MAX. 0 +{� • SD4GLE0 E WIDTH 0 0 0 SDELIIE WIDTH76r FALSE MUNTOM OR 32 3/4' 20 18/18• 28 18/78•SURFACE APPLIED hi w� •• 6010 •00• 0 • DOOR FRAME WIDTH DECORATIVE GRILL O.L.6P0. D.L OP6. 0.l.fpG. to • i MAY BE USED 0••0 NOTE: 37' PROTIIICf REVFSE• FOR DOORS CAPACITIES SEE SHEET 2. LEAP WIDTH tl°0ffi4obs'utthe mew FOR SIDELITE CAPACITIES SEE CHART ABOVE. sIDELDE FRAM WIDTH 38 sr4'AWX (saXaE) Ae eehowba�ivol �g I LOWER VALUES FROM DOOR OR SIDELITE CHART MAX 7e ItAX (0U= gt'M•lwort.� WILL APPLY TO ENTIRE SYSTEM. SFE CHARL AT LEFT 0=FRAME WIDTHIL `• h (oxxo) ¢ g MAX. UNTT TESTED FRAME AREA NOT 70 EXCEED 100.72 SO. FT. PER FBC 2014 GLASS D.LO. DIMS. DLO. HEIGHT(SIDELRE) - FRAME HEIGHT -- 11.000" D.L.O.WIDTH(SDEUTE'j - FRAME WIDTH - 4.438' <m u N ow. CIVIL PE d !, NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 4 �� �9 �o• AND FLORIDA BUILDING COMMISSION 2-fl8 DECLARATORY STATEMENT DCAO5-DEC-219 ah�t of 9 Som 9/16*YIN. PROPERLY M;CK 0 2BY WOOD BUCK THROW PEWTHA1EDTN ED � ELEVATIONSSEE t fODE DIST.• 18Y VRKH)�JqL OR wow S�IlCTURE FOR '16 y, EC, DISI'. s. r .j<' SEE NOTE SHEET 1 METAL. ;z: '• ;.e:..' .�•.. :2 EDGE EDGE DIST. SR6ICTURE h a ego, t 1 C O i 2 SEE EIMIONS 70TYPM9�&, HGRsTYPICAL.ANCHORSONS SEE ELEVAWNS $ gg 1 FOR SPACING FOR 7 SPACING FOR SPACING B 3 a jI NW-ORDE COUNIY APPROVED Ij I CUPPED Lj S1 SEPARME muUJON jI In .. 2 L • • • OPTIONS• • ••• •• 1YPCAL ANCHORS SEE• LL • • • • ••�• • FOR$PEI.EVA�NS •i p• • 1 BY OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECA WINDOWS • n • MUST SUSTAIN LOADS NPOSED BY GLAZING SYSTEM AND TRANSFER O a •• • • •• i •• THEM TO THE BUILDING STRUCTURE, Z 3 • • ••• TYPICAT_• ANCHORS: SES ELEV.FOR sPAws � 0 as • • ••• ••• 1/4'DIA. ULTRACON 8Y ' CV MI-177 164 15+=155 KSn W os •• • • INTO 2BY WOOD BUCKS OR WOW STRUCTURES • • • ••• 1-1/2^ MIN. PENETRATION INTO WOOD (HEAD/JAMBS) •• • • •••• ••• THRU 10Y BUCKS INTO CONC. OR MASONRY lei1ROD1JCr8EY186p •••• •• 1-1/4' MIN. EMBED INTO CONCRETE (HEAD} ' Pw14 •i • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY(JAMBS) •••••• DIRECTLY INTO CONC. OR MASONRY X11$ 7A 7 L L 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) i #14 SMS OR SELF DRILLING SCRM (GW=Z CRS) © I I 18 a INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. 1/8-) >a 6 INTO METAL STRUCTURES 1 STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) I I ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) DOOR DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N J4hN TYPICAL EDGE DISTANCE EWCrYt • INTO CONCRETE AND MASONRY = 2-1/2" MIN. "-2 g INTO WOOD STRUCTURE = 1" MIN. g • a r INTO METAL.STRUCTURE m 3/4' MIN. ANCFKiRS TrIRbIYr MIN. EDGE DIST. SPACING NS WOOD AT HEAD OR JAM85 SO=GAS MIN. drawing no. PL91EfRA�1 C-60 LAfrCONCRETE�/FILLEID�K AT aM Ca fm.2L 3000 W PS MIN. W12-08 �aec 4 a s t/ O MAx �V - C 3 LEVERS a Si FACE O S}91f • CONCEALED FLUSH ISOM teY ro � TYPICALHRS I6 .•' �,' 3 FOR'SPACING In, • z 24 ANL2was O a sPAanaWAC ti 8 to U LM SEE SUM SHEET 44 37'MAX. •• •, i1 P LEW WIDTH L/OCX OPTIONS 38 3/4'MAX. (OPYKNa2 SHOWN} SINGLE DOOR FRAME WIDTH FOR DEMON 1/4'MAX ^V IN stmt CONCEALED FL)JSH SM O .: R. 3 LEVERS AT]INSIDE FILE MIU CONCEALED FLM BOLTS • • • •• LEVERS AT SME FACE OR WOOD • • 1 INACTIVE 18AFwow ACTlyE lw NOTE 1 X. • - i3 2g �t • e • •• 24 Q M • a's�.. w W� •• ••• • • •�•:': ` • TYPIM ANCHORS 0:4••• `,►:It ••• • a D.LO. 11 10 D.LO. ��rX+ LOCK OPTION 02 • •••• • •• LEAF WIDTH EXTERIOR • LEAF WIDTH all 78'MAX it S OOUEE DOOR FRAME WIDTH PROOKKrREVISM 2 POINT LOCK ASSEMBLY 4 PONT LOOK ASSEMBLY •}UbPiazith INACTIVE LEAF ACTIVE L1tAF 2e t9+lireLCwtTY1 N rw �I �tTA.PE EXTERIOR ZQ�j droning rro DOOR EZT:� �' W12-08 toDlT aarmN iT shoat S o! 9 TYPICAL ANCHORS SEE ELEWIONS MAX /4*MAX FOR SPACM VeAX EDGE DIST. SHM r.N SHM Ivy WOOD SLICK T64M ANCHORS SEE EL V. 7YPM&ANCHORS g SEE ELEV. oet FOR SPACING 14 EXTERIOR D.Lo. MAL STWXRW SEE SPEC SHEET 4 4:r AT 88'HT. AT Be W. MAX SINGLE SIDE=WIDTH bowbmcap 34*0%a Dow Rs ee ee** 0. GLAZM OPTIONSREgVFORCOXt SEE SKEET 1 412 SMS 18 AS RM. Ile wx. AT 5"FROM ENDS SEE SKEET 3 O.C, 00 in • AND 1i ok ins -0%6 z 26 13 0, • lee: �*00 • 4&p c OV 414041 *eoo 0•6410 TfPICAL ANCHORS SEE ELEV. 4, • *0 FOR SPACING 23 25 001 00* is SHN 4 4A 0 A T LEAF WIDTH EXTERIOR r(DOABLE) a SMEUTE wom MAX DOOR FRAME VAOTH 98 MAX tMT FRAME WIDTH 711, DIST. TEL MrAL ANMIORS $ 205 SEE ELES UU M=1TAIIS FOR SPACINGMDE r` TM0 PAST 0 RTQD. D1aca moR MATESUL M6NF./BUPPLtBB/816t�SifB ti u 1 E601 — DOOR FRAME HEAD/S11L SOS3-TB — a 2 E602 FRAME OOVER 8003-T8 _ N 3 E803 DOOR FRAME JAMB 8083-TB - z 4 E604 SiDEUTE TOP&BOTTOM FRAME 8063-78 - 4A ERG - MUM 6'BOTTOM FRAME 8083-TB - S 1 EBOS - ISIDELITE FRAME JAMS 8083-76 8 E80M - SIDEUTE SLIP ON JAMB 8083-TB 4 7 E607 - LEAF TOP&BOTTOM RAIL 8003-T8 - �l�r• 7A E823 - LEAF S'BOTTOM RAI. 8083-78 - 8 ESO - LEAF W%W ADAPTER 6083-75 - 8 E808 - LEAF HINGE STILE 8083-16 - Pj as 10 E610 - LEAF LACK SIE 8063-76 - 11 E811 - LEAF ASTRAGAL STILE 5053-78 - 12 E012 - LEAF ALIGNMENT BRACKET 6063-T8 13 E813 - LEAF CLAMP 6083-76 4-1/4'LONG t4 13A E813 HINGE BAGLG-UP PLATE 8063-78 /2`LONG Se31 14 E614 GLAZING BEAD(8/16'LAM.CLASS) 6083-76 - 14A E108 - CJAZNC WAD(7/18'IAM.GLASS) 6083-T6 - 18 E615 - GLAZING SAD(643 L GLASS) 8083-76 - �V 10 E816 - SNAP COVER 8083-T8 - 17 E613 - BOLT SUPPORT 8083-76 NOT SHOWN 18 - AS RETm. SIDELRE MLI M REINFORCING 6063-78 - 18 FD-1O7 3/LEAF SUIT HINGES ALUMMM SULLNAN&ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SIILLNAN&ASSOC. 21 FMM14SS - CONODALED FLUSH BOLT ROD Sr SLEET. SULLWAN&ASSOC. n 22 012 SW AS RE'OD. FRAME ASSEMBLY SCREWS r2b 012 X 3/4' - HINGE INSTALLATION FASTENERS - FH SMS O QOM - - 3/6'DLA.THREADED ROD STEEL. - d.- W11323 - PRE WSBBPPRW WOOL W.TRAFAB Z$w 2 E20618-KN-3020 - BULL W STRIPPING SANTOPRENE EPUM 3C aE206 - C11A21NG BEAD BULB •ANTOINE W.TRAFAS•• - - GLASS SPACER SRKC7NE FRANK LOWE RUBBER CO. W• E822 FUISH BOLT CEG' NVLON0000 • ••• ••• • • OL01RC - 81ldLt BOIJ SUPPORT BLOCK LYETHYLENOi Q4TEE10..OGtf • • • • • 31 OlA1WB - WHITE BOLT SUPPORT BLOCK POU'ETFIYLEE(E AOME PLASTIC 0.000• •• 068 • • • • 33 010 X 3/4' 2/ADAPTER FH SELF DARLING SCREWS - • • • • 34 - 2/LITE BETTING BLOCL6 1/4"X 1/Y X 4'LANK; I3PWL AT 8'FROM EACH END.DUIt011ETFR 6035 • 0000•• • 35 - 2/UTE SETTING BLACK.1/4'X 3/4'X 4'LONC EPDM AT 8'FROM EACH END.WROMETER 60t5 • • • • • • •0• • •• 0000•0 • 000 • Goo* 000.00 0 • SSALAI�STS• • • •••• • • • •••• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. • • • 0000** PumC PNMYItm •• •.• 0000 0000•• Dmf 0000 • •• RNs mo • . . Eq. 0000.. 0000 . . . 0000 Dion JANO AHMPO tiL4 BetCwlnat j, {t FTA C[__ yaw dra*ing TLo. E 42015 W12--O8 1Lr,••t �of s —MOM OPTION AT. OPTKIN ACI -- - ACTNE c 4 POW LOCK ASSEMBLY CLOt-8007 9Y'INTERLOCK LISA IND.' OONVENOOHAL DOOR LOCKSET WITH HANDLE (2)LOCKING POINTS ENOAfI1N0 AT INACTW LEAF AT STRIKE PLATE CELLA NO BY'KWIO;Er LOCATED AT 39-1/4'FROM BOTTOM 1/2'DIA THtinW BOLT(1)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON AND(1)AT BOi00M ENGAGING FRAME SIU. INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM THROW BOLTS ATTACHED TO LOCK BY 3/8'Mi ECTING ROM CONCEALED FLUSH BOLTS BY'SULUVAN&ASSOtL' LOCK HANDLE LOCATED AT 42-1/2'FROM BOTTOM 1/2•X 2•THROW BOLTS ENGAGING FRAME AT WOAD AND SILL iaer.rvuE LEAF., MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE 2 POINT LOCO ASSEMBLY BY'WERLOCt USA DLO.' LOCATED AT 10-8/8"FROM 70P AND BOTTOM 1/2'DIA.THROW SOUS AT TOP AND BOTTOM E7NGAOING FRAME LOCK FASTENED TO STILE WITH(2)#8-32 X 1/2'FH MS IT BOLTS AT SRL INACTIVE LEAF Q 4 THROWCATATTACHED TO LOCK BY 3/8•COHMECTING RDOS CONCEALED FLUSH BOLTS BY'SUIJIMN dL ASSOC.' oQ LOCI LOCATED AT 42-1/2•FROId BOTTOM 1/2'X 2'WOW BOLTS WAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACT OF LEAF SPIE LOCATED AT 10-8/8•FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH(2)$8-32 X 1/2'FH MS II 1 1 1 Nn_1 �Qgi An*b.*N.1 AD3.1; 0�t • \ 1 \ i i / \ \ / iMHrlrB.a U�El • • 1 • rwI 1 aclnle IIHkTNE Acme Nal.b.t •••••• • °��� •• ••• •• • •• •• • • • • • � � • ••• • •• •••••• • • efoose ••• • ° •• ••• •••• ••• <m v 3-1/2'X 709YOP-T.122•THK.VMWDED ALUM HINGE ftn 4WD AMOD �i O PART JFD-107 BY SULLIVAN&ASSOC. WIL 3 HDUES PER LEAF PUaC #A7 BOTTOM HINGE AT W-1/4•FROM OM BOTTOM TTP HINGE AT 11-3/4•FROM TOP CENTER HINGE AT MIDSPAN(38.O.C.MAX.) CP BIB HINGES FASTENED WITH/10 X 1'FH SMS (8)SCREWS AT HINGE STILE drawing no. (8)SCREWS AT FRAME JAMB W12-08 strest7.lof 9 4.090 +-1.750 a7g .519 .584 41.172 - GLAZING .130 �. t.82S .045 .�3 .050 . 045 4.03+ 1.047 ta474.750 BEAD GLAZING BEAD' to GLAZING BEAD S/ur sass 7/18•GLM 114UL.CLASS �r 1 DOOR FRAME HEAD/SILL r 1.507 4000 1597 cy 7 LEAF TOP/BOTTOM RAIL 1.825 4.719 .078 4.781 ��r•• 3.719 .078 1.750 '� a250 4.000 7.531 .312 N no LEAF HINGE STILE =2 rsoavcr t.S075,34,t r• +dBilreFteiMa +.750 a LEAF YWSTRIP ADAPTER O 4.009 �I �k 094 SIDELITE TOP & BOTTOM FRAME 1.750 # aael1.507 +T��.44 a1.7s9ala -V.9•• 7A 9" BOTTOM RAIL p v L • • • • • • tp LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET W w� • 2 • FRAIE• • 165.344 ` •281 .857 • • 0000 • }t87 •• i 1.789 2481 1b7 f.3125 3.781 .125 c •••• Y •• • • 3.719 • • •078 •••• .154 • • •••••i •• • 4�oL t5 LEAF CLAMP $$4 • + • SNAP COVER• • ++� LEAF ASTRAGAL STILE O HINGE BACK-UP PLATE • •••• +•� •• 825 •• ••• 1' .719 1.250 18 0 • • •• 718 SIDELITE MULLION REINFORCING c<m u • EW am*wa cr& • a7a N i. 4AW 4.000 1.825 4.188 FIA. 7asf n .078 2.097 ' 1.507 • 478 O 4000 SE ZQ�� drawing no. W12-08 3 DOOR FRAME JAMB s SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME a SIDELITE SUP ON JAMB shoat 851 9 n n a�V � N i i �• a o A i �h SIOEt ITE FRAME CORNER SIOEL.ITE MUWON SLIP ON JAMB CORNER O 0, 12 i •••s � W w�� Logo:• 6666 • •• • . • rRonucr • • • • ea «IM da FSorNY •6666e • •••• • • • • Iw1dM0 p_ FS • • rw.w�: 9 g t•.. kr,. . ... .. . .. .. • • • • • '`.� • •:•• • •• ••••6• �0� r 4 6666 • •••6:069 a •• •a• N9�gy • 1r ••• �8 H • go* so 6 <mn 6 00 6 • • •• •6• 60 • • • N • Do mm• s zags drawhtg rro. IEAE CORNER 2-08JI sheet of 9 Inspection Worksheet Miami Shores Village C/ 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax:(305)756-8972 Inspection Number: INSP-256680 Permit Number. WS-4-16-977 Scheduled Inspection Date:June 29,2016 Permit Type: Windows/Shutters Inspector: Mesa,Michel Inspection Type: Final Owner: TAPIAS,HARRY Work Classification: Window/Door Replacement Job Address:18 NW 106 Street Miami Shores,FL 33150- Phone Number (312)933-5908 Parcel Number 1121360050180 Project <NONE> Contractor: RAILCO,INC. Phone:3058232625 Building Department Comments INSTALLATION OF 13 IMPACT WINDOWS AND 2 Infractl0 Passed Cornmeft IMPACT FRENCH DOORS INSPECTOR COMMENTS False Inspector Comments Passed Failed El Correction a Needed Re-Inspection a Fee No Additional Inspections can be scheduled until re-inspection fee is paid June 28,2016 For Inspections please call:(305)762-4949 Page 7 of 40 i I fN' 3 Yg i� h, 33 3 J i2i 3 tt iat `J l3 f t k i7 E Miami Shores Village - ' t 10050 N.E.2nd Avenue NW 11 z Miami Shores,FL 33138-0000 Phone: (305)795-2204 Expiration: 1 109>2016 Project Address Parcel Number Applicant 18 NW 106 Street 1121360050180 HARRY TAPIAS Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone cell HARRY TAPIAS 18 NW 106 Street (312)933-5909 MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone RAILCO,INC. 3058232625 Valuation: $ 13,000.00 .. Total Sq Feet: 167 Type of Work:INSTALLATION OF 13 IMPACT WINDOWS A Available Inspections: No of Openings:15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.80 Invoice# WS-4-16-59380 DBPR Fee $3.75 04/12/2016 Credit Card $290.30 $0.00 DCA Fee $3.75 Educatiot,Vqurcharge $2.80 Permit Fqe-; $250.00 Scanning Fee $12.00 Technology Fee $10.40 Total::: $290.30 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 th�s permit I assume ponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLU ING, ECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AF AVIT ify hat the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction d zo u e o , authorize the above-named contractor to do the work stated. April 12,2016 Autho e.Owner / Applicant / Contractor / Agent Date Building Department Copy April 12,2016 1