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WS-16-990 l�S= 20 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-256830 Permit Number. WS-4-16-990 Scheduled Inspection Date:June 02,2016 Permit Type: Windows/Shutters Inspector: Mesa, Michel Inspection Type: Final Owner: ,MIA411 LLC Work Classification: Window/Door Replacement Job Address:901 NE 97 Street Miami Shores,FL 33138- - Phone Number (305)807-4045 Parcel Number 1132060143310 Project: <NONE> Contractor. COLBERT INC Phone:(786)3444463 Building Department Comments REPLACE ALL EXISTING DOORS AND WINDOWS TO tnfrwff° PassedComments IMPACT NOA APPROVED PRODUCTS. INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection F7 Fee No Additional Inspections can be scheduled until re-inspection fee is paid June 01,2016 For Inspections please call:(305)762-4949 Page 7 of 34 'Of VIRGINIA GARDEW RAFAEL E.GLWPETRUZZI No. (7WA44-640' P Y i� /q' � '4�.r p 4 �y *06{ 201 C3 ; 12115/16 040 NW Licer" 242.54 Pon 24.26. Ity RI3 l Sr 1rL 331 Crier fee Ad COQ`-�8., �3IL Prior Sal SA—SWHOW ; M Elm OFFICE: TOW Paw :3 io. COLRERT INC 45I W'67 PLACE VIRGINIAS GARDENS.PL 33146 \ A Q1 #1 a' .. ... POW?.. Y AT PLACE OF y` 0me.... - ... .A, .0 V'4, - £ a ,PA -3 P �y. N�+ 115 S) g Miami Shores Village ' � d � 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 ; w Phone: (305)795-2204 Expiration: 11/06/2016 Project Address Parcel Number Applicant 901 NE 97 Street 1132060143310 Miami Shores, FL 33138- Block: Lot: MIA411 LLC Owner information Address Phone Cell MIA41 1 LLC 9840 NE 2 Avenue (305)807-4045 MIAMI SHORES FL 3313-8 9840 NE 2 Avenue MIAMI SHORES FL 3313-8 Contractor(s) Phone Cell Phone COLBER (786)344-6463Valuation: $ 10,500.00 .,�.._._._ TINC (786) Total Sq Feet: 0 Type of Work:REPLACE ALL EXISTING DOORS AND WIND Available Inspections: No of Openings:17 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Review Structural Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.60 Invoice# WS-4-16-59397 D13PR Fee $4.05 05/10/2016 Credit Card $494.70 $50.00 DCA Fee $4.05 Education Surcharge $2.20 04/13/2016 Credit Card $50.00 $0.00 Permit Fee $270.00 Plan Review Fee(Engineer) $120.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $9.00 Technology Fee $8.80 Total: $544.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and o nuthe re,I auth rize the above-named contractor to do the work stated. May 10,2016 Authorized Signature:Owner / t Applicant / Contractor / Agent Date Building Department Copy May 10,2016 1 M � � IVED Mtaml Shores Village. AOR 19 013 pw 5- P-EMM OP > O.KUMBM p MMM O.MMXWOM G fO �rYa7inS�3,. d �j 1 AAA %Fix/ ��b�� J J), I'�: � , ! F� • 4 ti� 'Vl�g � 4� � f : a z A �_ .3845 NW 57th Place" .>e 4* Mrginia GardeDs Fl+. .�:s .Ys 4g�'f°✓'"�' � ,T.td:r "s* a �:. Lr $ ,..� £fit Y•3 �g�aG. ti`tak� ,_£. "$ ., ,$.o�g#�� ,�;w^�zzf tr 'a`.+:� � �Y�i r•.1�A.�-a a....h .. AM 1771 ' . oK ;` I.meg ... - COMM ii „.fir F tiff' .. �s ... ':,•,: £��a#',� e�,wr,'sa � ..4 e '�-`ass .z`.rG...�r�'.� pn , 0 El 0 Re lace all existing doors and windows to Impact NOA approved t3rodu *M*cow 40fleolw+Ohm fflft�+ z_ ... /ice§ A•�1�...s...rrr wr.rr�4tlR.'. 6PFi6Nli1P1FA111 YiY. I� I .fr .. ... ':A 66 �...l..MMME1,1W141�1,1W1wwVVV VVVYtlMNMNEM1MIMx�.Mw•wrs.��' . fi y, §a city ZO ap a 4o n�i Pa1 m sibs int a l ► taloIndkWd. 1-cell that n0 wwk 4cw i tttri4srt t %u W*. ? . and be p ie ' , the. WiaO IM , wiwuill in this Nft t tm.. 1 rind tha: :' rade: muft be secured for CLIMaill PLILIM POOL' RMACK BQttE K 14EATioR - TANK, -A*, E r co*t • :t _ill. - Is ur ao i all�rsute r 't €!i": N r .. r RESULT St.YOUR s TO OBTAK,ANANOW,CONSUM ., YOUR ... . �.. .. . . 'ATTORNETBEFORE IWORMN9, YOUR_ TI CEMENT.0 Jill MMWG � : .' ;Er � of c+ rreerrai: c� r,�t+ lit tem� t+e det�rei�d � ,IN ,..,.ftR.,, . (j)+ate 40tw die bAft.:Pill it, sura �tut`e Ott or. Ibefor"Wrig Wdftment was aemow' d l 04. "toes Instillment-awns a me this day of, by daia e ay�w�'� ■ate' ,... ".�, ��.�,�� 4 me a mill w his produced ,. � ,. meorwhahasomduced id0*6cadon:and who dtdtaktlh. Idem"� ri end udita d� _ , WARY POKAO EUZABEFHMLAfM Rom EU LA =MFF1304 1t! = 1H\• 151 igot 4�d,0'+trt.:w-+�Y� ��av�ia+w�,R�RmO+lil!!:@�!i/+§Tw ,.. �$P�!�P"� ar.4!!:f•.Fsa'_ �'+"Rs`�4000EPs1f��Yg �wA+ ..... �. "f" f 4 3.,b.? �f':.. Pro pe Search Application-Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISERy Summary Report Generated On:4/13/2016 Property Information Folio: 11-3206-014-3310 Q^, Property Address: 901 NE 97 ST Miami Shores,FL 33138-2529 Owner MIA411 LLC 9840 NE 2 AVE Mailing Address MIAMI SHORES,FL 33138 USA Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNIT Beds 1 Baths/Half 3/3/0 = Floors 1 Living Units 1 " Actual Area Sq.Ft Living Area Sq.Ft mill Area 2,063 Sq.Ft Taxable Value Information Lot Size 11,300 Sq.Ft 2015 2014 2013 Year Built 1932 -- --- ---- - --—--- County Assessment Information Exemption Value $0 $0 $0 Year 2015 2014 2013 Taxable Value $360,209 $320,956 $291,779 Land Value $270,921 $191,786 $153,615 School Board Building Value $88,672 $137,358 $137,548 Exemption Value $0 $0 $0 XF Value $616 $616 $616 Taxable Value $360,209 $329,760 $291,779 Market Value $360,209 $329,760 $291,779 City Assessed Value $360,209 $320,956 $291,779 Exemption Value $0 $0 $0 Taxable Value $360,2091 $320,9561 $291,779 Benefits Information Regional Benefit Type 2015 20141 2013 Exemption Value $0 $0 $0 Non-Homestead Cap Assessment Reduction $8,8041 Taxable Value $360,209 $320,956 $291,779 Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Sales Information Previous Price OR Book- Qualification Description Short Legal Description Sale Page MIAMI SHORES SEC 3 PB 10-37 08/29/2014 $365,000 29303- Qual by exam of deed LOTS 8&9 BLK 78 0915 LOT SIZE 100.000 X 113 24442- Sales which are disqualified as a result OR 9417-410 04/01/2006 $0 2630 of examination of the deed COC 24442-2630 04 2006 5 00000- 08/01l1976 $50,000 00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govrinfo/disclaimer.asp Version: h4://www.miamidade.gov/propertysearch/ 4/13/2016 Detail by Entity Name Page 1 of 2 f , Detail by Entity Florida Limited Liability Company MIA41 1 LLC Filing Information Document Number L14000004032 FEI/EIN Number APPLIED FOR Date Filed 01/08/2014 Effective Date 01/08/2014 State FL Status ACTIVE Last Event LC DISSOCIATION MEM Event Date Filed 11/26/2014 Event Effective Date NONE Principal Address 1415 ALGERIA AVENUE CORAL GABLES, FL 33134 Changed: 11/26/2014 Mailing Address 1415 ALGERIA AVENUE CORAL GABLES, FL 33134 Changed: 11/26/2014 Registered Agent Name&Address GIAMPETRUZZI, RAFAEL 1415 ALGERIA AVENUE CORAL GABLES, FL 33134 Name Changed: 11/26/2014 Address Changed: 11/26/2014 Authorized Persons) Detail Name&Address Title MGRM JIMENEZ, NESTOR ALBERTO http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/13/2016 Detail by Entity Name Page 2 of 2 1415 ALGERIA AVENUE CORAL GABLES, FL 33134 Title MGRM GIAMPETRUZZI, RAFAEL 1415 ALGERIA AVENUE CORAL GABLES, FL 33134 Annual Reports Report Year Filed Date 2015 04/29/2015 Document Images 04/29/2015—ANNUAL REPORT View image in PDF format 11126/2014—CORLCDSMEM View image in PDF format 11/26/2014—CORLCQSMEM —view image in PDF format --] 11/26/2014 LC Amendment view image in PDF format 01/08/2014 Florida Limited Liability View image in PDF format---] Copyrioht nK and Ptivacy Policies State of Honda,Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/13/2016 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 3/16/2015 EXPIRATION DATE: 3/15/2017 PERSON: JIMENEZ NESTOR A FEIN: 201782049 BUSINESS NAME AND ADDRESS: COLBERT INC 3845 NW 57TH PLACE VIRGINIGA GARDENS FL 33166 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation If,at any time after the filing of the notice or the Issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a certificate.The department shall revoke a certificate at DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE IMPORTANT STATE OF FLORIDA I Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation DEPARTMENT OF FINANCIAL SERVICES who elects exemption from this chapter by filing a certificate of DIVISION OF WORKERS'COMPENSATION F election under this section may not recover benefits or compensation under this chapter. CONSTRUCTION INDUSTRY EXEMPTION 10 CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L Pursuant to Chapter 440.05(12),F.S.,Certificates of election to WORKERS'COMPENSATION LAW D be exempt...appy only within the scope of the business or trade EFFECTIVE DATE: 3/&2015 EXPIRATION DATE: 3I 201T listed on the notice of election to be exempt. PERSON: GIAMPETRUZZI RAFAEL E I„I Pursuant to Chapter 440.05(13),F.S.,Notices of elation to be FEIN: 20178200 E exempt and certificates of election to be exempt shall be BUSINESS NAME AND ADDRESS: R subject to revocation if,at any time after the filing of the notice COLBERT INC E or the Issuance of the certificate,the person named on the notes or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke 3845 NW 57 PLACE a certificate at any time for failure of the person named on the MIAMI FL 33188 certificate to meet the requirements of this section. I SCOPES OF BUSINESS OR TRA LICENSED GENERAL CONTRACTOR DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 4 y11oR�s 1 1KQ I93Z N.,. uaot" Miami shores Village i, ••�� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: G�SI��0 DATE: ❑ Contractor ®'owner ❑Architect r Picked up 2 sets of plans and (other) l Address: 90 l Uel S/1 rU�� S l . From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: Aga 114 PERMIT CLERK INITIAL: i M IAM 1•DADE MIAMI DADS COUNTY Mm j PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1185 SW T(T8G}3 05-2 90 5 F Street, 786)oom 08 BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE NOA www.miamidede.gov/economv 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 0000 Having Jurisdiction(AHJ). • This NOA shall not be valid after the expiration date stated below.The Miami-64404unty eiirlift Coritror Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Da&County);Qftve the r1g11ti:. to have this product or material tested for quality assurance purposes. If this-px;iuct or material fails to . d perform in the accepted manner,the manufacturer will incur the expense of st�•L�S�ing a>Z �the�.HJ ma y immediately revoke, modify, or suspend the use of such product or material wittitif their jutisdtdtion. RM•• reserves the right to revoke this acceptance, if it is determined by Miami-Dj4a;�eunty Mdaat Coit00 •$8f*. Section that this product or material fails to meet the requirements of the applicaNe.boding code. 0 This product is approved as described herein, and has been designed to comply 4itb the Florida Buildyu;. .0000. Code,including the High Velocity Hurricane Zone. • . . 0000.. DESCRIPTION:Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.JA 0 9 • APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the.product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors'and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0728.05 MIAM}1)ADE COUNTY Expiration Date: May 27,2019 Approval Date: September 03,2015 y91-041V5 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12,titled"Eco-Guard Series-200 Alum.Horiz. Rolling Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by 3avad Ahmad,P.E. B. TESTS •••• 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading peXFBC,7IA9 k294••;• 2)Large Missile Impact Test per FBC,TAS jQ 1„p4 ••��•• •••*;• 3) Cyclic Wind Pressure Loading per FBC,7.A.S.20394 . . 4)Forced Entry Test,per FBC 2411.3.2.I,sod-T-4S 20J-24-. :•'••: along with marked up drawings and installation diagram of df Aruminuin s1figle hMg•• window,prepared by Fenestration Testing Laboratory,Inc.,X;aeportRa. ;;;;;• FTL-7635,dated 12/09/14, signed and sealed by Marlin D.-Bvivson,P.E. .' (Submitted under previous NOA#14-0317,01) ...... 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-04•••; ••••• :•... 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226A, dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-11312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-©3.12.08) Manue er P.E. Product Cont of Ex9miner NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(comrmuED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A, dated 01/15/09, signed and sealed by Can+d9ith>v. Font, P.E. • (Submitted under NOA#49-0312.08) • 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2t)'i 44 2)Cyclic Wind Pressure Loading per FBC,.TAR203-9;1•• •• • along with marked-up drawings and installation diagram of a MXaluthintAn horizontal sliding window,prepared by Hurricane Engineeriag&°Testing,ftv.,Te$t.•*• Report No.HETI-08-2228B,dated 01/15/09, signed and Se$a4�'Candido F.Font, . . . . .:0,900:P.E. ....... (Submitted under NOA#09 031 Z.08) 000:0 •••••• 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.BE TI-08-2229,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-031 Z.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230A,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted underNOA#09-0312.(18) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09©312.48) Manuel P ez,P.E. Product Control xa finer NOA No.IS- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5th Edition(2014),dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources W19"*** . . •••• •••.•• E. MATERIAL CERTIFICATIONS •"• ' :"' '. 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ajgpfj p,Ine qr their ; ••; "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring-oma 12/1146.•' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Aifiettca,In;. fdt their ••;••• "SentryGlas®(Clear and White)Glass Interlayers"dated4X25/l 5,exp ng o�:::% 07/04/18. ...... . .• . . . . ...... F. STATEMENTS • 1. Statement letter of conformance,complying with FBC 5th Edition(20111;aid of no financial interest,July 8,2015,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01., issued to Eco Window Systems, LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.",approved on 04/10/14 and expiring on 05/27/1.4. Manuel a P.E. Product Contr 1 aminer NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 Tr111" 2 ANCHORS AT WINDOW WIDTH WINDOW WIDTH 4j ANCHORS REQ N MARKED WITH '*' 2 Y I 4" 1 HEAD/SMAX. 3 1/2' MAX. 3 1/2" MAX. 4" 30 ? : • Z :. Q p 3 $ ILL HEAD/SILL a HEAD/SILL A CORNERS r 0 a CORNERS 3 _ �` $ CORNERS �� Lu Q ° Q1 � ca Q a� O M n r < r c� t S4 i' T 'i i' � 'i $ gj ig J i' 'i i' 'i r u, z z II �'I I' 'I d § < 11.'Z o In W � B z •E d • • ^ • •• • U •••• � •. N •••• uj ® 0 Q ••• * 0 •• • FALSE MUNTINS " FALSE MUNTMS f a •••• N • �. ••• (SURFACE APPLIED 31 1/4 32 3/4 (SURFACE APPLIED) 32 3/4 32 3/4 Q N a ••'• �.: ` . ••:• •••♦ ... MAY BE US D.L. OPG. D.L OPG. MAY BE USED D.L. OPG. D.L. OPG. • • I •• 35 a/s• 36 7/e" ECO—GUARD SERIES--200 '� y •• ••.jj� •••� VENT wiDTH TYPICAL ELEVATIONS VENT WIDTH ALUMINUM HORIZONTAL ROLLING WY �� DESIGN LOAD RATINGS FOR THESE WINDOWS TO B£ PER 00" m CHARTS SHOWN ON SHEETS 2. A 21 Z S r t Z -[zTHESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SI $ z i SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING O EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING U =w MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. - Lail rn 2 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8' HEAT STREN'0. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/16" AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8" HEAT STRRd'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'0. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY . a B HURRICANE ZONE (HVHZ). 090" Interlayer ti90' Interlayer 090° Interl er � � N 1 � 8otacite PVB SentryGlae Butacite PVB WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER O ~ R Z o By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraroy America, Inc.' LOADS TO THE STRUCTURE. S 1/8' HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS1/8 HEAT STREN0. GLASS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS x EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SNCCO. SILICONE SILICONE CARDINAL. XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. W « A v GE SCS 2000 GE SCS 2000 S7. STEEL A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. °� r zm Zta 12 zm .8v � � .; P •; I I I I II Ddb ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. •y o g o 0 0 0 899 t: 0a m v o m r 22 r 2 I �I •- � r •I q i MATERIALS INCLUDING 8U? NOT LIMITED TO STEEL./METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. PRODUCT REY[SBD iE it g i i i u it 23 i is , Engr: AND AHMAD *- CIVIL FLA. PE 2 us complying with am Ffmift 10 10 C.A N. 5 Acepten� h 29 >? iretionDate it 29 AT 1/4 POINTS ON LTTES 9 AT 1/4 POINTS ON LTTES AT 1/4 POINTS SETTING BLOCKS AT By WIDER THAN 36' ONLY WIDER THAN 36" ONLY 29 ALL SIZES LAM. GLASS AND INSUL. LAM, GLASS Ming nde Pro ct 4an drawing no. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 205 .GLASS TYPE `A' GLASS TYPE `B' GLASS TYPE `C' W09—12 GLAZING OPTIONS sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (X0. OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) W W/o REINF. WITH =NF. W/O REINF. vrm REINF. W/O REINF. WITH REINF. � N GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE" GLASS TYPE I GLASS TYPE o' . . . . . . . . . . . .A. . . WINDOW DIMS. A A B C WINDOW DIMS. A A 8 C WINDOW DIMS. A A B C. O j WIOTH HEIGHT EXT.{+) INT.{-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) tNT.(-} EXT.(+) INT.{-) EXT.(+) INT.{-) .. w J 28-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" " 26„ 9 70.0 80.0 80.0 90.0 70.0 80.0 74" " 26„ 9 70.0 80.0 80.0 90.0 70.0 80.0 37' 26" 4~ 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" {3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4- (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 6 0 53--1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 v 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 74' 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 38-3/$' 38-3/8 � C a 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 37" 38-3/8" 4 - 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 $ j D 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8' M 50-5/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" {5) 12 70.0 80.0 80.0 90.0- 70.0 80.0 (5) Q fl 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" Gro 0 INK 90 9 70.0 70.0 80.0 90.0 70.0 80.0 O 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) yt u 53-1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 90.0 106-1/4" �) 12 70.0 70.0 80.0 82.6 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 1 i 1" 12 70.0 70.0 80.0 80.4* 70.0 80.0 Be 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 Z N 25-1/2- 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 37 (6) 4 68.9 77.5 80.0 90.0 70.0 80.0 84 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 8 . • • „� • • •••• • 53-1/8" 6 70.0 70.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 $0.0 90.0 70.0 BQ,q. .. C 7. •••;• 74' 8 70.0 70.0 80.0 80.4 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 Be 36" 9 70.0 80.0 80.0 90.0 70.0 800•••• `� J• o► J I1 ••••t 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80,x(!• •• •• •• u� • 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - 80.0 90.0 70.0 80.6• • � (n•• o� •;••. 4g" �� 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 48" 9 70.0 80.0 80.0 90.0 70.0 80 • •• •• Soo** 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" (5) 9 70.0 7D.0 80.0 90.0 70.0 8Q,4. •. •• 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 98" 12 70.0 70.0 80.0 90.0 70.0 too : }�. •••:• 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 72" 60" • • F- • 9 70.0 70.0 80.0 90.0 70.0 8t7Q• ; o •••• 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (6) 48" 36" 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 (4) A = NO. OF ANCHORS PER HEAD & SILL scl 60' 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB Z L 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 Be 60' 9 70.0 70.0 80.0 90.0 70.0 80.0 24" 4 70.0 90.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0* 70.0 80.0 O pW 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 -80.0 87.6 70.0 80.0 (J r W 48" (5) 6 70.0 80.0 e0.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL W o' 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB (1/4w) (1/2w) (1/4W) 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 �a 60" 6 - 70.0 70.0 80.0 90.0 70.0 80.0 o 60' (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 is R Z N {t/3W) (1/3w) (1/3W} °W o o o 72" 8 70.0 70.0 80.0 87.6 70.0 80.0 ;f; OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH LZ c�i A = NO. OF ANCHORS PER HEAD & SILL { } = NO. OF ANCHORS PER JAMB W z 1 v * MAX. LOAD FOR THESE SIZES 1S -90.0 PSF 'XOX' WITH (4) ANCHORS AT MTG. STILE ENDS y o .- cj us OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE' oN ° N GLASS CAPACITIES ON THIS SHEET ARE s s a Q BASED ON ASTM E1300-09 (3 SEC. GUSTS) Cc: " o .';. 'XOX' AND FLORIDA BUILDING COMMISSION ., DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVAD AHMAD PRODUCT REVISED iv FLA. pGEML 70592 as complying with the Florida C.q. 3538 Btdlding Code , AcceplanceNo ><S-C AOg m ,` LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Ex 02Q � falionDate iG� 8 Y FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 9 W �J _ y 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF Taal i ada cf drawing no. SEE SHEET 3 FOR DETAIL. W09--12 sheet 2 of 7 TYPICAL ANCHORS v 1HY SEE ELEV. WOOD 13UCK FOR SPACING xi "08 N e METAL j d a EDGE+; DIST: EDGE DIST. STRUCTURE MIAMI—DADS COUNTY APPROVED 4 4' MULLION & MULLION ANCHORS Z a 4• SEE SEPARATE NOAz EDGE 01ST. Q g � O v + ► i7 19 � � g q� 9 TYPICAL ANCHORS 'TYPICAL ANCHORS � IL SEE ELEV. SEE ELEV. SEE ELEV. TYPICAL p FOR SPACING FOR SPACING FOR SPACING 6 II II 1! t 49 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. %• •' *see ••0;• 4 II �I II MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM •••••• a 0000* AND TRANSFER THEM TO THE BUILDING STRUCTURE. • II I II I 1 •••• • ••.•• • • • • tn • i I it •I •••• tz .•• •••• WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING •.�..� � .:..' W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END 1/4" DIA. ULTRACON BY 'E=' (Fu=177 KSI, Fy-155 KSI) •• • AND37" O.C. MAX. •• •• INTO 2BY WOOD BUCKS OR WOOD STRUCTURES _ .•... x o a _ SEALANT' W 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ;••.• ....: r • g 0 ALL JOINTS.AND FRAME CONNECTIONS SEALED WITH THRU 1 BY BUCKS INTO CONC. OR MASONRY g , E'` �' uj JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) `; 0 o to W i� 't ;I I i > 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) _Z DIRECTLY INTO CONC. OR MASONRY 3: z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 0 d -' f-1/4- MIN. EMBED INTO CONC. OR MASONRY (JAMBS) V w W O)m ,I ,i II II �I II #14 SMS OR SELF DRILLING SCR [ (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES In STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) B ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ,~+n a N II ; �I 14 15 i6 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) us P K o 0 I i ln o � p ` TYPICAL ED E DISTANCE 9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. a INTO METAL STRUCTURE = 3/4" MIN. U --§ ^ nam C4 ui WOOD AT HEAD. SILL OR JAMBS SG t- 0 MIN. v °:+ "' r 00StV h wo I 3 On Enn U. w �o , N CONCRETE AT HEAD, SILL OR JAMBS Vic ® 3000 PSI MIN. d o '^u- C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm 2000 PSI MIN. ` c 26 I I 6 a • b a Engr. JACI MAD PRODUCE'REVISED S •� °i da a a. FLA PE 70592 as complying with the FloMa I CAN. 38 Building Code f o , t.4 •v '. . • - Li Acceptance No f • O. d e\ Z 9 a• o v y". _v E irati Date w fl ��t a j I TYPICAL ANCHORS v it3Y t TYPICAL ANCHORS BY SEE ELEV. SEE ELEV. MI a& ct• drawing no. W1 FOR SPACING WOOD BUCK FOR SPACING W09—12 EDGE DIST. _J EDGE DIST. sheet 3 -0f-7- 1/4" MAX. 01 SHIMS N 1/4" MAX. SHIM @ 5 WOOD BUCKS m 21 s 7 Q 17 TYPICAL ANCHORS �: j TYPICAL ANCHORS ° SEE ELEV. 1 SEE ELEV. _ °. FOR SPACING O O FOR SPACING — --- _ _— _ — 25 V 1 1 f4" Q p� -----SCREEN OPT. —------ ——_ — — — _ ° _. �n Q� >c7 w 20 27 — — —= vb W V n ti O ° 0 617 sY� N 4 STEEL REINFORCING 11 12 , ° �, Z I METAL AS REQD. a % Bic?$ STRUCTURE SEE SHEET 2 FOR CAPACITY �[ �iI WINDOW WIDTH Q '" • • age ••.•. XO LAYOUT ...:.. .+. NO •••i• 1/4" MAX. ••••.• J• ••••i TJ 25 01M 0) 8 IN C-4 Ln VENT WIDTH VENT WIDTH SHIMS •••• • `� ° 1/4 MAX. •..• � N•• °� •..• SHIM D.L. OPG. � D.L. OPG. lay •....• � .� • � •i••' 1] WOOD BUCKS •.'••' & W'.i M •.••• 2 8 7 �•.�•� � N�i1 x TYPICAL ANCHORS ' • i • • m 17 �•° SEE ELEY. i •'• � •..•: —•_. ^. _..__._. _ _ __ a. FOR SPACING •� ••••� NO Z LL 00 17 2O 1 1#4" �' 3 Z In — —— — — _ _ SCREEN 0 ----- o M -----SCREEN OPT _ ---- — _—•— —• � W J 20 -- �� W W v>� 4 11 12 D.t. OPG. STEEL REINFORCING a AS REQD. EXTERIOR SEE SHEET 2 FOR CAPACITY a WINDOW WIDTH Z; c 'a 0 U) im d TYPICAL ANCHORS XOX LAYOUT p a a Z SEE ELEV. - 9* 60 FOR SPACING o i� MIAMI—DADS COUNTY z is APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING O per- M P N Y_f •� 0 OONbo — — ----- — ._ -- — Engr•. JAVAD AHMAD PRODUCT REVISED u p FLA. CMLIE t as complying with 1Im F10d& N CA N. 70592 538 Building Code — o Acceptance Not o ^ ------SCREEN OPT. laxiraltt nDate jq . J 2015 Wy a drowing no. WINDOW WIDTH WINDOW WIDTH W09-12 sheet 4 of 7 o EDGE OIST. METAL W STRUCTURE 04 EDGE I TYPICAL ANCHORS DIST. MULLION COUNTY APPROVED SEE ELEV. MUON & MULLION ANCHORS FOR SPACING �� SEE SEPARATE NOA Z EDGE O Q A o r I a Ig DIST. Qi 0 V c 19 28 = 28 t s28 Qj d ALT. Q' a 0 TYPICAL ANCHORS 7.,zYPICAL ANCHORS �+ SEE ELEV. EE ELEV. x FOR SPACING FOR SPACING < Z •• • .... 0••••0 � ::00::: s*• 04 0000• 0000• s-I . 0 er • • 0000 �y 00 00•• • • 66.00• • i^. 0000 • •s s• W0K> •600• v • 0 00:0: 0 0p Q • • 000 000*: 6 O S o Q 11 1/4- Max. � Z 3 U` SHIMS ALT. 2a O TYPICAL ANCHORS `f' U W SEE ELEV. FOR SPACING 4 - .7 N vK Vl V m U-1 Ln D TYPICAL ANCHORS tit a SEE ELEV, FOR SPACING tS e a U U a .d A O O ALT/. 100am0cm 28 m ° INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER EnQr. DYAD AAD CML rR.oDucT REVISED a 0000. . FLA. PE / 70582 as complying with the Florida N ... . . C A . 3538 Building Code a v© Acceptance No it $' isalion Dale $ 3 v LK V• ?.Y '" yp, O r •� �� Miami drawing no. Ju 0 2015 EDGE DIST. sheet 5 of 7 2.750 1.067 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMAM �� W 1 FY201 1 FRAME BEAD 6063-T6 1 3/16- V, 2 FY202 7 FRAME SILL 6063-T6 - 500 .71 - 1 434 3 FY203 1 SILL TRACK INSERT 6063-T6 - Z aD .813 \ 4 FY205 AS READ. MOV. FRAME JAMB 6083-T6 - 'j [016.2 r .. 5 FY101 AS READ. FIXED FRAME JAMB 6063-T6 - a0621'718 I 6 FY104 i/ VENT FIXED MTG. RAIL 6063-T6 - �: O o O3.249 140-moi 12 11 7 FYI 05 1/ VENT VENT INTERLOCK 6063-T6 - Lail V 8 FY206 L/ VENT JAMB STILE 6063-T6 - - VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FYI 07 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - Q ,� LL •813 10 FYI 08 AS READ. GLAZING BEAD (LAM_ GLASS) 6063-T6 - V d 2'095 .519 .130 IDA FYI 10 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - F1.250 11 - AS READ. REINFORCING BAR STEEL - Q p 1.140 1.610 �- .71�9 ,045 fl3 .045 803 12 - AS REQD. REINFORCING BAR STEEL - �r .0 O FRAME HEAD 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS REQD. N 2.246 I I 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - �' z 1.140 -moi 1.047 �I 1.047 � .062 15 FY209 2/ VENT ROLLER BRASS - 7� 16 FY210 2 VENT ROLLER PIN ST. STEEL • • -1.140 1.610- i9Lo, Io GLAZING BEADS D� 17 #8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS •••• •••• •• 1.344 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS ••••• • •• • '813 19 W23181 AS REQD. FIN SEAL. W'STRIPPING - ULTRAFAB ••••• � �• � ••••; JAMB STILE 20 Q300Ti90 AS REQD. BULB SEAL Q-LON SCHLEGEL • • •• 'n • 1.058 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER,a6§jt§ 3 SQ • • 2 . ••• 2'063 tn 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETEP6 S&S & W••• ,�, •••• 3.876 2.501 1.250 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE ••'•• ni .}_ " •• UJ 078 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. • . �- *so: • 25 08 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS • • r- *00: oe 1.140 062 1.340 26 WA2L 2/ WDW. WEEP VALVE -- PREFERRED ENG. PRODUCTS • N • 27 - 1/ VENT 5/16° BOX SCREEN - OPTIONAL i 0 j 0 LI.344- tQ 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL ZL29 - 2/ LITELRE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A Imo-2750 O J MEETING RAIL U w 8�2 FRAME SILL ,,, W 0)M 2.188 1.314 250 1.422 1.202 0 �`° a $ 340 .312 062 C y� z N �t o .062 o Q r 1.375 �a. U3 SILL TRACK FIXED MTG. RAIL 500 1.187-_•{ .750 �* G N � 6 I I 6v } 0 0 0 0 0 062 .062 a r 2.750 2.812 2.812 2.750 Engn JAVAD AHMAD PRADUCf RRVISUD 2.688 CML as complying with the IrlOdh 062 FIJI. PE #838 92 Building Cbde Fi Acceptame No�5 .500 69 1?a (ration Date ' 8 v I � BY .874 M-.968 t'2.611 fvfit llade Product Con tr drawing no. ,.668 i _1.687-1 . 1.11_ IN09--12 1�4 MOV. FRAME JAMB �5 FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER sheet 6 of 7 r U 17 17 I 01 3 Z z E i O � o 0 1 0t O a< 0 4 jr Ir ...e.e v. N .... sees: FRAME TOP CORNER .••••. •. a • Goes �, w.. OD ... 00 VENT TOP,/BOTTOM CORNERS :ee;'; '� • • ox • .o 17 • ��.— �, M $ Q O� Z 3� CO Cn0 .�W C', W rn2 NOM -�- C ir- op It N U r woo za 0 d •� O O O � O •� � 4 m U p W O Engr. JA AD AHMAU PRODUCT REVISED Ste; n FRAME BOTTOM CORNER L538 CML :ns complying with the FlarMs 1" a FLA. 70582 Building Code o C k Acceptance NoLS'O 29.05 �; a'� a Ex irationDate 11 By i t3 e r 2��rJ ttclts et drawing no. W09-12 FIXED MTG. RAIL CORNER sheet 7 of 7 1 MIAMI-DIAD MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINLSTRATION DIVISION T(786)115-2590 F(786)315-2594 NOTICE OF ACCEPTANCE (NOA) www.miamidade.novleconomv 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 crostruction materials. The documentation submitted has been reviewed and accepted by Miami-Dade•Eeurity RE*-••;• Product Control Section to be used in Miami-Dade County and other areas where etll4ved by t46*Authority..•... .... . . . ... .. Having Jurisdiction(AHJ). •.•• • This NOA shall not be valid after the expiration date stated below.The Miami-Dacha unty P19dugt Conti*••, Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade•i�pldity)r*etvathe rim.. to have this product or material tested for quality assurance purposes. If this product or matsria> fails te:••• �1 perform in the accepted manner, the manufacturer will incur the expense of such tgs ing and the 4HJ mW•;• - immediately revoke, modify,or suspend the use of such product or material wittorioj*jurisdiction. RER '. reserves the right to revoke this acceptance, if it is determined by Miami-Dadb County Ppockl•Control•••• Section that this product or material fails to meet the requirements of the applicabl7ebudiiing coc�ee•• ;••••; This product is approved as described herein, and has been designed to comply with the Flbri& 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. °1ISSILE 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, Vis, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 41�,ZWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA.is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.'13-0206.07 and consists of this page 1 and evidence pages &I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15.0406.10 E �� Expiration Date: May 19,2021 , 1�y. Approval Date: July 02,2015 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Na I1-0309.06) 2. Drawing No. WI1-05, 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. .••••. . . 0000 0000.. .. 0000 B. TESTS ' 0000.. 0000 0000.. 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94•• •• • 2)Uniform Static Air Pressure Test, Loading PO FBC T 0242-94 3)Water Resistance Test,per FBC, TAS 2M.-Ja:�0 0000• 4)Large Missile Impact Test per FBC,TAS 202.9$ •0 00 0•:0 5) Cyclic Wind Pressure Loading per FBC, WM3-94 0 '0 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 ;..•:. ;0 00 0 along with marked-up drawings and installation diagram of a t asontent wip4m, :0000: prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. 0.0 0 : HETI-10-3150 and HETI-10-3151,dated 12/29/10,all signed and sealed by Candida F.Font,P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Stn . 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 EBM09 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. a rez,P.E. Productntr Examiner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 ' E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-St" 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*W29/10, all signed and sealed by Candido F.Font,P.E. 6 (Submitted under NOANo..11-4309.06) 00• 000.. 0000 0000.. 000066 • •000.. • 0 G. OTHERS "" ` 000 6 66 66006 1. Notice of Acceptance No. 13-0206.07, issued to Eco Windom: Systems,.LLC-for thef►••` Series "Eco-Guard 500" Outswing Aluminum Casement-Window ••'L.lYti?;':' approved on 05/02/13 and expiring on 05/19/16. """ `• . . . . . . 0000.. .0066. 6 0 .6000 6 . . 60 . 6006 . 0 60 6 Manuel P .E. Product Contro Ex finer NOA No.15-0406.10 Expiration Date: May 19,1021 Approval Date: July 02,2015 E-2 5/8" MIN. TYP. m o ?-11 '' OZ z 223-: 69 c m 5x 9 p s g p v GLOSS BITE x x rJ r m r r -10 o,A b o z in r g o g ro ty C] EXTERIOR � m �m� z b> oo_ �o NG �m D I o O zl z ' z W � $_ mo F. mm mm Qn m rno ro O i- z e!Z G� N 2' z n Z "{ 'n O �� 2 V7Cf N 1 n N rn ro Z > rci tO O Z r O --I� O m OD Z�� p Z t7 U1 N Vj oo m Oz Z 2r �{ m O� C �aooa = O 0Z = z tn0 T. cp ,_,�N m z Z -n tmn O b-3 \ �0o � m rn m s -uo 3?n �r rnm rA � � oAp y L�1 C a G r«rt r'nTt �m S O O -�'i r tin N % Cn � %Az rn m- o >r«m d m �m-1 sn ro W y0 m o rrnn p Ft Z T� b 3 W + 0 5 cn m o Zm C �rr, Z m US p3` m CO r-0 $ O n C z`n`� z o ao a z z z z F 0 � ccn 0o c� chi 0 '� c -I my = �'� 050 o � m o f + m w ,�to O tam N N ;D 0 r N = vj ; Ow !�° mgm 0 Z � ZO 0 rm O0 2 0 m m z ?c s}, z O 0* ro Z oom y r v z AZO v CO Crn * * E rZ rn n 5/8" MIN. TYP. z n m r 2 5 rrnn p Q '�• EXTERIOR GLASS BITE _. m 0 t7 O0 rn n N m m r r m O N O N O ro r*1 W ° m .D V1 Sn ��o U1 �� rn o 5; �z z m� < t•� �° n c-" 0 s om o f _ - > b ;� �-a m o O nrn O y as m m o CA �w z n - r. O - O orn e c ma T ro 0 ~ 0 m N W 7C O O' G c m rnrrri�� C to U1 0 N W-0 tn b Z to cc oz � g C m c)r N z w + V V 5/8" MIN, TYP. C I O o 'ro EXTERIOR GLASS BITE N � 'n -q- 17) 76" co (A WINDOW HEIGHT � cn 74 x " eo0 x VENT HEIGHT -<rn m M 68 3/8" �j OF c � D.L. OPG. �imz o *g x `� n w� KS CA p �1 A IQ mIs r C N ezi rrn m z N _--11_x__-_- II `� II \-rL_-_ '1 w w ? >Loa .p L. m z> 0 S'Q a r a 3F50 0 g w IV I �w Q- tV N -()s > a W rA O�^ a 1C 1/2' W G n cA n � MAX. 7 MAX. In M N JAMBS JAMB S rn N S U►r ' CORNERS rnoCA �Z� Z rnoo _ N .D n I � 0Kt>5 ILJ Q� rn� Z .. y�.-.(A 4 Orn(A X `A` o 00 rn C9 ccp U) M �V a w to I "1 (n b z` r pO1n + a ��, Os 0 mZ. a x b n D -r 1 C1 m 3►0 z N N C � O M to 4L W ro �/s-o' •• ••• a date: 02-23_11 revisions: S-500 ALUM OUTSWING CASEMENT�Vlt[�1.'tL M.l.} AL-FAROOQ CORPORATION no date escn :on state: 1/2"=1'_0" A 04.27.11 NO CHMOE THIS SHEET ECO V�IIND©►W SYSTgMS LLC. 1=5 S.W. 8r PRODUCT DEVELOPMENT • • • 2 • 1236 SW.87 AVE 1 �p 8 01.31.12 UPDATED TO 2010 FSC • 9114 N.V. 1b6 fSTR ET. ;•• • . MIAMI,FLORIDA 33174 Irr 0 dr. by: HAM1D C 01.11.13 MANUR ADDRESS REV. MEdL� �� • �178• • . • • i \.r ,. Q r• . • • YlrL(30b)264,8100 FAX(305)262.6978 rn 01 C ahk by. D Os.19.15 UPDATED TO 2014 f� TEL 305 885-5299 • FAX 1305 88:3-5902 E 06.23.15 REV. PER RER COMMD113 ) j } COMP-ANL\W11-05ECO ••• . •i• ••�•i i i � • • i ' EDGE 01ST. TYPICAL ANCHORS [] v SEE ELEV. 18Y s FOR SPACING WOOD SUCK w w s METAL ("'-----.-.–_------------ o EDGE STRUCTURE I r– -----------------�i EDGE a_ a a '• I MIAMI–DADE COUNTY APPROVED 1 °4 4 4• 4• o. DIST. I 1 DIST. p ap • • e . - d $' o • • 4 $ - ° 1 I MULLION 8c MULLION ANCHORS I 1 � z. �, 'S a e °'• I I SEE SEPARATE NOA 1 I \ S O F J 4 I' EDGE �1 b F• W I DIST. i w o Q H a g •s� �_ _ -----_--- �J 0. O U IL 1 oF rt 10 \ � \ N \ N 1 o Oaao 2 r0 ea Is TYPICAL ANCHORS TYPICAL ANCHORS th 00 0 SEE ELEV. SEE ELEV. 3 FOR SPACING Q m $ FOR SPACING ; 16 z N ts ;I + TYPICAL ANCHORS: SEE ELEV. FOR SPACING = •••••ct ,y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. •� U ••�� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4 DIA. ULTRACON BY Ei C,_0 (Fu=177 KSI, Fy=155 KSI) •• I ...... I I AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ••• , • ' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) '•• •. ^ •• ••' y ;I I ••• �z W.• :••••: j THRU 1BY BUCKS INTO CONC. OR MASONRY I--� •••� • I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) •••• N '� •':". I ••'• Ul ��G: 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) •••� �� (n ti „��• s t_ DIRECTLY INTO CONC. OR MASONRY lw •• o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) S 0'��•�'• 00:0 z " ;, 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) •• Z.�.� ;••••� W i o #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) �¢ �'•� "' INTO METAL STRUCTURES U w .. ' I STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) (n W a)7 ' ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ------------� �I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � I #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) c N o 5 (NO SHIM SPACE) & 8 Oz aNw 13 TYPICAL EDGE DISTANCE ` Q a a INTO CONCRETE AND MASONRY = 2-1/2" MIN. � z 1 B INTO WOOD STRUCTURE = 1" MIN. 2 17 r WOOD BUCK INTO METAL STRUCTURE = 3/4" MIN. I' WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. c n H a o NtM •- e 10 16 CONCRETE AT HEAD, SILL OR JAMBS f c 3000 PSI MIM. g d o o + 1 _ + x C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f m 2000 PSI MIN. > o + �• V) r a•.UI L C Q m U 0 W I I 8 e e — Engr. JAVAD AHMAD r I ° da a' ' T CML N \ a d ° FLA. PE 70592 a ¢a Cd 3538 e a a o. ° •° v v°. PRODUCTRBV18Bp o s i 4 as complying with the Fmd8 a TYPICAL ANCHORS A''ICAL ANCHORS' BuildhW Code a' SEE ELEV. ' SEE ELEV. A N "' �•�� drawing no. a FOR SPACING FOR SPACING LsRcq* lletC A EDGE DISI. �I % a �� t►r 1 1 —05 lA EDGE DIST. �a By %41 o Product C 1 sheet 2 of fi - U W 1/4" MAX. UI 1/4" MAX. i SHIMS 1/4" MAX. Z SHIM 4A { t; } S WOOD BUCK leySHIM z J w 4 18 4 $ iz o 6 o TYPICAL ANCHORS 28Y SEE ELEV WOOD BUC TYPICAL ANCHORS ----------SCREEN OPT. --------------------- o. FOR SPACING W OD STRU URE U SEE ELEV, FOR SPACING °. 1 1/2 4 3 ti 4 wt Uj La + W vi 4 tog 1 '�4 {0� 7LaiJ 1 8 ? TYPICAL ANCHORS Q Wel EXTERIOR v a SEE ELEV. METAL FOR SPACING STRUCTURE D.L. OPG. ••••N VENT WIDTH ••• 0— .1 t •••••• 0000 "••:• • WINDOW WIDTH W• � � ••...• 0000 •� �., 0000 0 • M 0••••0 000 OLa.� —L • •v • • W N•�•• Y 00000 . 0000 Y .�{ • • 0000 }A ��•� 0000• VVV��, • •0000•• 0000 Z ins • MIAMI-DADE COUNTY •APPROVED MULLION 0 • ao •••••• 000 o �_i OD • • SEE SEPARATE NOA Z•, •� ao • • TYPICAL ANCHORS L o SEE ELEV. FOR SPACING rn I I + to I I 6 a y. W �azaz WINDOW WIDTH wtN00W WIDTH Cil N Nl Q m U O W m Engr. JAVAD AHMAD CML FM PE 0 70592 c x 4CN,�31 38 PRODUCT REMED 3i as compiyiag with 1b Flaft � Building Code /f ...�,j�/ ,do Acceptance "' urQ drawing no. IIx in3doaDatc j o.4 B3 3 20th W11 -05 A4iami ado Pro uct Co rol sheet 3 of_-C U EDGE DISI. __ _________ W EDGE DIST. METAL ('------------------- I TYPICAL ANCHORS STRUCTURE I MIAMI-RADE COUNTY APPROVED i ° D /SEE ELEV. FOR SPACING I I MULLION & MULLION ANCHORS IISEE SEPARATE NOA I ZPp ti II e z I I EDGE DIST. I I I - - °ate I 15 � y I 15 a• N ALT. a&�u � d4Q o TYPICAL ANCHORS ! TYPICAL ANCHORS �4 H SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING o r; • +.J J ••• ,�, J •0.6+n 6666•• ' •••tooN 666•6 ao°° • 0060.0 •0.00i LLI PR 6 66 (n•�j •• X 6666• 6 4 • • 00'• (�D_ i 66660 1-�• • 6600 • 660• •Z t!I^ • • 0 6 •- s • '� to� N '• 0 Q�q+� •06.6• •• 000•}6 1/4 MAX. a Z'�g^0•;001 • • SHIMS 15 ALT. �• +o V �W 1 TYPICAL ANCHORS W os m SEE ELEV. FOR SPACING °• " 4 4 ° i 1%4p4 �a ce TYPICAL ANCHORS m r SEE ELEV. FOR SPACING 4 PRODUCT EUMSE D e 4 . ' W compsft wfib the Flori d a Building code AmpmmNo o / 6. 1.1 IR in italioa.Data MozIL 0 AWi O •m o ao � o ALT. Plr uct Con rul m G ¢ m a c W I15 w INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr. ,IAVAD U c L A:�x r >LA. PE # 70592 N ... CA 3538 tdArowing no. EDGE DIST. ry 1 1 g —051 sheet 4 of 6 ` ajam----2.750 ITEM PART j QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIFR/REMARKS W 1 E501 4 FRAME HEAD/SILL/JAMB 8463-T6 = - � LO .500 2 E502 4 VENT 6063-T6 0 1.330 3 FY108 AS READ. GLAZING BEAD (5/16" LAM. GLASS) 6063-76 Z 062 3A E505 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 y 0 z 3B FY109 AS REQD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 I 4 E508 _ AS REQD. SNUBBER - VENT, FULL LENGTH 6063-T6 - .078 2.821 4A E509 AS REQD. SNUBBER - FRAME, FULL LENGTH 6063-T6 - _ 8 1.893 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - ifi 7 #10 X 1-1/4 AS REQD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS 8 E203 AS REQD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAS O 9 E203 AS REQD. GLAZING BEAD BULB,_DUROMETER 65 SANTOPREN£ ULTRAFAB C 10 35.12.00.400 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) /10 X 5/8- SDS a Q FRAME HEAD/SILL/JAMB 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH _ 8 93 T. 12 - _6/ VENT KEEPER STEEL - Q„ .0 W 2.354 13 - 1/VENT ROTO OPERATOR ZAMAK/STL TRUTH r,Ie Q y o 1.330 14 PSJ40-SS 2/ CORNER FRAMEAW CORNER KEY- ST. STEEL - u' zZ 15 FY120 AS REQD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL. 2'688 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS r.062 17 #10 X 1-1/4" 2/ SKATE FH SDS SKATE SCREWS _ _ c �� 18 /8 X 3/4- AS REQD. FH SMS SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" O.C. +••ON 2'094 .372 0 69 19 - 2/ LITE SETTING BLOCK. 3/18" X 3/4- X 4- LONG EPDM DUROMETER 80*5 SHORE A • 1 J •••• 062 2.813 2O FL9 .50 - GLASS SPACER- 1/8- HIGH SILICONE FRANK LOWE J ••. • 896 2.611 21 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL (�• • to ••••i• SEALANT: ••. ...... 719 .590 15 FLUSH FRAME ADAPTER '.•• w H • . • • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH �0 0 . N •• 1.582 •••.• SCHNEE—MOREHEAD SM5504 SEAM SEALER. 1.750 • ` � «• .•:..' •• • 0 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. ' ••••;• • .�J- • 2 VENTrn .•••0 493 00 LOCKS' �••' C7 0 —J I 1.750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' 3:0p ��•�� rT*519 AT FRAME JAMB 'z o • LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILLo Q d-_j y L� FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. W w j so3 ,84g LOCK BAR SECURED TO JAMB WITH LOCK GUIDES I =_L .493 #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. 1.047 EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS 0 14 CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8u P FH SMS N 11 3 SEE CHART ON SHEET 1 FOR QUANTITIES .245 Wo s 130 RING °mR _ I 1.045 '780 120 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' PROM y SED.803 -I I_ LOCATED AT TOP AND BOTTOM CORNERS wf hIkfla ida 4�-1256 1 FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS Accepu6 -6-04.Q4 (� N M N L1.172J ' o� f�2 OPERATOR: o ° 2 3a GLAZING BEAD (INSUL. LAM. GLASS) O SNUBBER - FRAME Y ePro act Tot d $ m v O W SINGLE ARM ROTO OPERATOR #52.13.012 8Y 'TRUTH' LOCATED AT SILL END 394 FASTENED WITH (6) #10 X 1" P PH SMS 245 OPERATOR TRACK #30175 AT BOTTOM RAIL E,yr JAVAD AHMAD a �_ FASTENED WITH (2) #10 X 1" P PH SMS FM CIVIL08 92 N s o 803 ,050 .780 .12o ANTI—SAG SKATES: /, �I 720 VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' 1.047 drawing no. (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4- FROM LOCK STILE 1 -053B GLAZING BEAD (7/16" LAM. GLASS) s�4 SNUBBER - VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. JUN .3.2015 sheet 5 of g o I r- o N Q oC 14 9v G Ito 14rw-re � atpn g � -.0 zyyid� 000 Q W 7 g h 00, mU •••• • � J 0000 I 0000•• 0000 � �':• .� 0.00:0 M • ion/ ••• �• M :0000: { 0000 'W w 6••00 ` tC� • • 0 �rm: 00000 0000 z (niti+� 6000•• • M04 0 6 O•H�� 1 410000• I0• L+a: � :0600• p X. • W • c t U �w W rn m 0 14 1 VENT CORNER FRAME CORNER •Ln LA LA W i 0O i-r iE iE 91 aw o w La y tl U U V 2 Z 2 2 10 0 N n W ,! EL m U C w e , Engr. JAVAD AHMAD CML FLA. PE70592 PRODUCT RMSED C.A.N. 38 " a as complyi ftthe Florida LiBumbiscaae 5- 0+06.10 � Acceptance Ne uatzonDam I GGG�'.1. drowing no. M iatol Product c JU � `� 2015 W 11 -05 sheet 6 of_§j M IAM f•DADE MIAMI DADS COUNTY !® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) www.miamidad&&ovleconomY 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 area 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 Daae C�upty)reserve the rim•• to have this product or material tested for quality assurance purposes. If this pibtiuct or mat¢tiar fails to • perform in the accepted manner,the manufacturer will incur the expense ofsucfi'fecfi$g and'lld AHJ m1ty immediately revoke,modify, or suspend the use of such product or material withVItl eir juriffict on. RjR•.0 reserves the right to revoke this acceptance, if it is determined by Miami-Daft�QQitnty P1odugh Cont19L Section that this product or material fails to meet the requirements of the applicablo•bxilding code. . 00:000 This product is approved as described herein, and has been designed to comply with the Florida building• • Code,including the High Velocity Hurricane Zone. 0 • . . :000:0 DESCRIPTION: Series "Eco-Guard 550"Aluminum Fixed Window-L.M.Q. ; APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum 'Fixed sheets 1 through 6 of 6, dated 02/28/11,with revision D dated 06/23/15,prepared by Al Faroo4 toyoration, 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 be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.13-0206.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0406.11 t41AMFDADE 52UN r..a Expiration Date: May 05,2021 �/ jll.� Approval Date: July 02,2015 Pagel. �•7 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.07) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6,dated 02/28/11,with revision D 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 TIM102-94•••••• 3)Water Resistance Test,per FBC,TAS 202.94• along with marked-up drawings and installation diagram of adtdUMinuntfbmd •••• • window,prepared by Hurricane Engineering and Testing,Inc.:jest Report No. ••.. HETI-10-3145,dated 12/29/10,signed and sealed by Candid6T.Ant,MOO...• ..... (Submitted under NOA No. 11-0309.0 7) 60:99: ••• ••••• 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2b P94 •' ••••;• 2) Cyclic Wind Pressure Loading per FBC,SNID3-94. •• •• ;;• along with marked-up drawings and installation diagram of an aluminurri'MW window,prepared by Hurricane Engineering and Testing,Inc.;Test Repprl Ko. �•••• HETI-10 3146,HETI 10-3147 and HETI-10-3149,all dated 12/29/10,signed'and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0309.0;9 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 an aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Report No. HETI-10-3148,dated 12/29/10,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0309.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 03/27/15 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) Manue a ez,P.E. Product ContrklXxaminer NOA No.15-0406.11 Expiration Date: May 05,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Reports No.HETI-10-3145,HETI-10-3146, HETI-10-3147,HETI-10-3148 and HETI-10.3149,all issued by HurricWe••• Engineering and Testing,Inc.,dated 12/29/10, signed and sealfoetj Candido%.Font, P.E. • • ...... .... ...... (Submitted under NOA No. 11-0309.07) •••••• • G. OTHERS • ...... ... . ..... 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window%Wlems, LO for thois... Series "Eco-Guard 550" Aluminum Fixed Window - L.MV,*44roved oh 05/02/130, and expiring on 05/05/16. ZW U�k;WA 9, Ma el r P.E. Product Contro miner NOA No.15-0406.11 Expiration Date: May 05,2021 Approval Date: July 02,2015 E-2 .. .. . . . .. .. . . . . . . . . . . . 00301-L lM\lNd-dW00 2019-J88 (SO£) XV3 6609-988 (50£) '131 '14' r o 0 co . . +. sirr�wwoo aaa aid n3a si sz so a c 8168 7.90(30£)7t\!3 OOZE 690(90E) �3L : : : • • • • �!•'1j N143 W O 'bLtik.E VQIZIO1d�IWVIW • • �! ULOZ Oi A3dVGdf1 SL'BL'1L0 � 01W1IH :IIq •ap I '•: .•13 1S 9W. 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N z w w =l � z to 8 z 3 0 0 aa. 7d m� am Utz 0 � w w _ m p I (x ¢ aac cv 0� OG oa g v=i 9-w a M z 1 � N � gO �m Cza1- o Iw-�t03 wx CLO O — w� p zM �o ¢ow O U Q C> 3 J 3 fo=x 3"� ¢w z ¢ ¢ QUO w � �J G P OWp z N z0 O M 0 V) z z ri t- z v o a w MI a, E 3118 MID WIWI* •du •NIA .9t/6 to cn 5 C m O (7 .d N C7 C H zU o rn 0 M N C � = NO \_N p Y \ F J go P,a = 4 C fll a T �s evw saw a "9 V4 z CO „Z/l OL i o tun) n a MUM* 3118 SSV1J I I r 'd.U. 'NIN .9 L/6 II II II II -JL______II r =_=_ _------ =-= oi i ��il�: m Mo0)� t7 Q M II II II N C 0 W C ` I II II O = t9 O• z M w5 it II 11 C T F- Z U O s�a`1L \ Vl O r C l a 3 per, x Rra'm ----_ — °f H _ C/2 NOW \ N •�d0 •l•a Im M N U)- L 1H913H MOONIM 3119 Ssy 10 '-7a0R131X3 'dill 'NIA ,.9L/6 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSY • r e r r r • r e s • r � O WINDOW DIMS. GLASS TYPE A GLASS TYPE AA GLASS TYPE 8 1PIND09P DIMS. GLASS TYPE A GLASS TYPE AA GLASS TYPE H W WIDTH {yy} LENGTH (L) EXi.(+) 1 NT.(-) EXT_(+) 1 NL(-) EXT.(+) 1 NT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) EXT,(+) INT.(-) EXT.(+) 1 NT.(-) r 30' 70.0 75.0 70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 _ 70.0 75.0 Z j 36" 70.0 75.0 70.0 75.0 70.0 75.0 32" 70.0 75.0 70.0 75.0 _ 70.0 75.0 42" 61.7 66.1 70.0 75.0 70.0 75.0 37" 70.0 75.0 70.0 75.0 70.0 75.0 L a 48" 48" W 54.0 57.8 70.0 75.0 s 70.0 75.0 42" 61.7 66.1 70.0 75.0 70.0 75.0 �� O Gf o 54" 54.0 57.8 70.0 75.0 70.0 75.0 48" -5/8" 54.0 57.8 70.0 75.0 70.0 75.0 -' O 9 v 60" - - 70.0^ 75.0 70.0 75.0 53-1/8" 51.2 54.8 70.0 75.0 70.0 75.0 ! a 1 Igo 66" - - 70.0 75.0 70.0 75.0 56" - - 70.0 75.0 70.0 75.0 30" 70.0 75.0 70.0 75.0 _ 70.0 75.0 80" - - 70.0 75.0 70.0 75.0 I ]Vo Ml 36' w 70.0 75.0 70.0 75.0 70.0 75.0 63" - - 70.0 75.0 70.0 75.0 &>M 42" 61.7 66.1 70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 TE: O O44 NO 48" 54" 54.0 57.8 70.0 75.0 70.0 75.0 32' 70.0 75.0 70.0 75.0 70.0 75.0 WIDTH AND LENGTH DIMENSIONS CAN 8E ORIENTED ar VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 54" -- - 68.9 73.8 68.9 73.8 37" 70.0 75.0 70.0 75.0 70.0 75.0 z 31: e 19 60" - 68.9 73.8 68.9 73.8 42" 61.7 66.1 70.0 75.0 70.0 75.0 66" - - 68.9 73.8 68.9 73.8 48" 63" - - 70.0 75.0 70.0 75.0 30" 70.0 75.0 70.0 75.0 70.0 75.0 53-1/8' - - 70.0 75.0 70.0 75.0 Q uu 36" 70.0 75.0 70.0 75.0_ 70.0 75.0 56" - - _ 66.4 71.1 66.4 71.1 _ - 42" 61.7 66.1 70.0 75.0 70.0 75.0 60' - -- 62.0 66.4 62.0 66.4 • o 48p 60" - - _ 70,0-- 75.0 70.0 75.0 63" - - 59.0 63.2 59.0 63.2 • J....to •• •• 54 - - 68.9 73.8 68.9 73.8 26-1/2- 70.0 75.0 70.0 75.0 70.0 75.0 •• • ••.4 .• M. - 62.0 66.4 62.0 66.4 32" 70.0 75.0 70.0 75.0 70.0 75.0 •• i O (J�••• °° • i• 66" - - 62.0 66.4 62.0 66.4 37' 70.0 75.0 70.0 75.0 70.076" . 75.0 • Z 8 • • 30" 70.0 75.0 70.0 _75.0 70.0 75.0 42 - - 70.0 75.0 70.0 75.0 see, Q • • 36" 70.0 75.0 70.0 75.0 70.0 75.0_ 4$" - - 70.0 75.0 70.0 75.0 •• • W •W ••i••• 42' 66" 61.7 66.1 70.0 75.0 70.0 75.0 53-1/8" - 70.0 75.0 70.0 75.0 1-- • •••••• 48" _ - - 70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 : �: y M °i •• • 54" - - 68.9 73.8 - 68.9 73.8 32" 70.0 75.0 70.0 75.0 70.0 75.0 • Z 4.�.y'�' •••••• 60" - - 62.0 66.4 62.0 66.4 37" 80" - - -70.0 75.0 70.0 75.0 •..' Z.� ••.•: s. • 30" 70.0 75.0 70.0 75.0 70.0 75.0 42' -_ - 70.0 75.0 70.0 75.0 �.� ;� 36" 70.0 75.0 70.0 '- 75.0 70.0 75.0 48" - - 70.0 75.0 70.0 75.0 r0 O d � M 42" 72" - - ^70.0 75.0 70.0 75.0 26-11/2" 70.0 75.0 _ 70.0 75.0 70.0 75.0 1 _ 48" - - 70.0 75.0 70.0 75.0 32' 70.0 75.0 70.0 75.0 70.0 75.0 cii W rn m 12 54" - - 68.9 73.8 68.9 73.8 37' 84" - - 70.0 75.0 70.0 75.0 30" 70.0 75.0 70.0 75.0 _ 70.0 75.0 42" - 70.0 75.0 70.0 75.0 36" 78" 70.0 75.0 70.0 75.0 70.0 75.0 48' - - 70.0 75.0 70.0 75.0 42" - - 70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 m rc m 48' - - 70.0 75.0 70.0 75.0 32" 90' - - 70.0 75.0 70.0 75.0 O 3Q' 70.0 75.0 70.0 75.0 70.0 75.0 37' - - 70.0 75.0 70.0 75.0 019 o 6 W CL " 84' - - 70.0 75.0 70.0 75.0 42" - - 70.0 75.0 70.0 75.0 U 42" - - 70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 m a o 48" - - 70.0 75.0 70.0 75.0 32" - - 70.0 75.0 70.0 75.0 PRO] ItE hh dm z z 96" BOB confpiyislg with the Fialida 10 30" 70.0 75.0 70.0 75.0 70.0 75.0 37" - - 70.0 75.0 70.0 75.0 Huildi»8 Cods W. 90" - - 70.0 75.0 70.0 75.0 42" - 70.0 75.0 70.0 75.0 Accelatancallo ' htdon a% O c vd M � 42' - - 70,0 75.0 70.0 75.0 Z Z o a ' N m rf rG 30" - - 70.0 75.0 70.0 75.0 By • : o 0 0 0 36" 96" - - 70.0 75.0 70.0 75.0 iVji d8 prafuct C ntrai c m a o 42" - - 70.0 75.0 70.0 75.0 NOTE: Engr: AVAD AHMAD 9 a IVIL GLASS CAPACITIES ON THIS SHEET ARE FLA PE #70592 c BASED ON ASTM El 300-09 (3 SEC. GUSTS). CAN. 536 ! `Y{ u �- drawing no. UN 3 z(li5 w 11 -10 sheet 2 of 6 I TYPICAL ANCHORS 18Y SEE ELEV. WOOD BUCK FOR SPACING �� E00 DIST. W o STRUCTURE m .... 4°, e v a. •^ ° EDGE DIST. - MIAMI-DADE COUNTY APPROVED � r. A a' - EDGE DIST. I MULLION & MULLION ANCHORS �= Z 3 d a i1 a a d a 4 SEE SEPARATE NOA N ' 0 EDGE DIST. r O �" a I C4 d N 0- 6 I + �0 4 d (n a v=i N h A � r mi g i C ,4, W TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS V" z I 2 SEE ELEV. SEE ELEV. SEE ELEV. J D FOR SPACING FOR SPACING FOR SPACINGI, g II n II II ^ II I' V •••• O TYPICAL ANCHORS: SEE ELEV. FOR SPACING J •••••`i' •••... WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. •• • t • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (Fu-17-1 KSI, Fy-155 KSI) ...� du;.:***;. 2 •• ...... I' I' AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ••" Z • o • II II 1=1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) •�� I* •.v '•••• � .. 'i Is THRU 1 BY BUCKS INTO CONC. OR MASONRY ••;• x � `� ..:..• O �I �I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) •' N n. ...... = o W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) :••• z p•o 'co ••• •;• 6 DIRECTLY INTO CONC. OR MASONRY • • mt (A �� i� 1-1/4" MIN . EMBED INTO CONCRETE (HEAD/SILL) ••'• 3 �••••' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ' o • II II Ln 0 J v II II #14 SMS OR SELE DRILLING SCREWS (GRADE 2 CRS) 0 r W J crm it fi INTO METAL STRUCTURES W II �I STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) II �I ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) II �I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) II ,I #12 SMS OR--SELF DRILLING SCREWS (GRADE 2 CRS) N y r INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 2 (NO SHIM SPACE) Q Q 1BY woad', + WOOD BUCK INTO CONCRETE AND MASONRY = 2-1/2" MIN. a a INTO WOOD STRUCTURE = 1" MIN. 1 INTO METAL STRUCTURE = 3/4" MIN. + '� o Si = n 52 4 — WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. > 0 0 0 0 CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. I O 6 I \ I \ C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS fm 2000 PSi MIN. d a Engr: JAVAD MMAD m n a a..l 44 4' n CML a 4 FLA. PE 70592 a d CA N. 538 c PRODUCT REVISED u �c as comptyhis with the t Wds s'3 0 4 j TYPICAL ANCHORS TYPICAL ANCHORSTyWIdin Code $ 6 SEE ELEV. °' SEE ELEV. AcmptatmNo b./j/� f drawing no. ^ FOR SPACING FOR SPACING patius>I I?atC � d. L�f 1 r O EDGE DIST. EDGE DIST. YY I vii product ntro �UN �� sheet 3of 6 0 O 1/4" MAX, f 1/4" MAX. C SHIMS 1/4" MAX. Z SHIM leySHIM WOOD BUCK I J _ I P � � a TYPICAL ANCHORS 4 2 TYPICAL ANCHORS G► O SEE ELEV. v•. SEE ELEV_ 0 FOR SPACING , a FOR SPACING 1 1/2" ta a: W --7- - -_ - -- -_- - - - - - - - - -_7___ O a 0 W NW_09 p LzzI�- Q 41 J {Z�NML' P TYPICAL ANCHORS Q ul ei 1 g EXTERIOR p' [SEE FOR ELEV. ACING METAL STRUCTUREE D.L. OPG. .-. WINDOW WIDTH i • --I I •••••• • •••� O (f}•i• • •••••• :z LU LLI L ••�•• ••:• x N•� •• •••••• •• • �L Nay •••••• MIAMI—DADE COUNTY • • �•+s•t 1 APPROVED MULLION •••• ••••i SEE SEPARATE NOA TYPICAL ANCHORS Q 3• • Go j • SEE ELEV. FOR SPACING Od C3 �;, Wgum— rng O K N !� 050 a o PRODUCT n%gSW Z z as complying,-vital t11e r'I�sdR� EXTERIOR Building Code .. WINDOW WIDTH WINDOW WIDTH AcmptanmNo • .i.�+ �' '� .y13=00011 DOW, 2 6 13 � � aavc V I Product n<ro Engr: JAVAD AHMAD n a CML N \ I FLA. PE #70592 „ CAN. 38 m L�v_ ��- drawing no. ' W11 -10 JUN 23 20-'t5 sheet � R fu 0 EDGE DIST. METAL i o STRUCTURE EDGE TYPICAL ANCHORS DIST. MIAMI—DARE COUNTY APPROVED I a a SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE 0 `' DIST. A• e.o ' O 0 IT 0 i S IN 8 � N i 8 (� d C ALT. �?0>� 8 .01 L=Aic Sol TYPICAL ANCHORS TYPICAL ANCHORS a SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING ' — N 4::::. •• -111 ••••ago •• 00004 00 VCf•f• • ••••• x N•t�a •••••• • N • Z 0 w j� •••••• 1/4" MAX. •••• J �aii aWo i••••i SHIMS ALT. < $• • TYPICAL ANCHORS 8 LO p SEE ELEV. FOR SPACING LOW L 4 . Q c--� 4 O {Fy - 1/4 4' 4Z1 IK VZl TYPICAL ANCHORS SEE ELEV. FOR SPACING w 2 sgW[ o o +�Wq oO -d PRtODU'�.mary REVISED 0 0 0 7 o a� U 8$Cmoly".S with 1119 Rod— AccepUlMNO .0 on Date F-a- oBy dM � �' ALT. i adc Product ontro{ y o o o a0 < mc3o i 8 y INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAD AHMAD o 0 — - CML p FLA. PE d 70592 - 0 p v •' C.A.N. 3538 5i ei e �' , ° JU 2015 drawing no. EDGE DIST. W1 1 —10 sheet of 6 a 3.001 ITIIM PART QUANTITY DESCRIPTION WIATRRIAL MANF./SUPPLIER/REMARKS 8 w 2.750 1 E503 4 FRAME HEAD/SILt/JANB 6063-T6 - __ Q 2 E504 4 SNAP COVER .500 6063-T6 - --� _ 3 FY109 AS READ. GLAZING BEAD (7/16° LAM. GLASS) 6063-T6 Z 3A E505 AS READ. GLAZING BEAD (INSUL. LAM. GLASS)-� 6063-T6 38 FY108 AS READ. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 _ 1 3.094 4 #10 X 1-1/4' 3/ CORNER ASSEMBLY SCREWS 2.578 5 E203 AS READ. GLAZING BEAD BULB, DUROMETER 65 _ SANTOPRENE ULTRAFAB 0 chi 062 6 ; PSJ40-SS 2/ CORNER FRAME CORNER KEY ST. STEEL - --- Q, TYP. 7 , FL.B-50 - _ GLASS SPACER - 1/8° HIGH SILICONE FRANK LOWE c w a i FY120 AS READ. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL _ 0 t 9 - AS READ. SETTING BLOCK, 3/16" X 3/4" X 4' LONG EPDM DUROMETER 80+5 SHORE A c M .719 10 - - INSUL. GLASS EDGE SPACER ST_ STEEL CARDINAL XL 0 d 4 Q I 0 1.644 SEALANT: 13 6 Q FRAME HEAD/SILL/JAMB ALL JOINTS AND FRAME CONNECTIONS SEALED WITH z _r 0 i SCHNEE—MOREHEAD SM5504 SEAM SEALER. Q W�� .050 �•� .452 L1.2871 M 0 pN • • •••••� 0000•• 0000 ••• .� Y� • 0000•• 0 0 00*04 z Z �/ • •••• • • v 0000•• O SNAP COVER / /� 4 0000• w • tc� 000000 — g. • • LL b 0000• . 0.000 354 /� / �/� 00000 Zn �M oi • . /� • • = Y �• �j ••••i• to .803 .050 j •• � o m0 . .� �••••� •0V!�p J Ln Q d C3 v 1.047 �3 GLAZING BEAD (7/16" LAM. GLASS) / I I I / 2.sea � -I r.13D os2� 1' o � " .803 .045 .500 769 r' g I I yea 1. 2s11 - PRODUCi'REVISED w o I . L1.172 as complying with the Florida J ./�/� 3A GLAZING BEAD INSUL. LAM. GLASS 8 I AcwUdins Cods pWMNo 15 �✓�• .i-L. M ( ) FLUSH FRAME ADAPTER ; trstlonDate `2p '� �, oa� � 13Y V y ooco 1,.750 vlian' ro act aitrot a m v c L r T 519 493 e En9r: JAVAD AHMAD 8 a 803 .045 CML 1.750 FIA P£ 70592 c C A.K. 3S 0 1.047 L 493FRAME CORNER �� 3 2015 drawing no. r W11 -10 GLAZING BEAD (5/16' LAM. GLASS) Q CORNER KEY (sheet 6 of 6 MIAMI• MJAMI-DARE 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.miam1dade.w4eeonomv ECO Windows Systems,LLC 9114 N.W.1061'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(AiiJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County troduct Oia461 Seetisn.. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) ;eis��the ri .0 0 td have this; product or material tested for quality assurance purposes. If this product or material failgxfl.Uerform in the acce"88•• manner,the manufacturer will incur the expense of such testing and the AHJ may imm"ately rWpke. modi4p or. suspend the use of such product or material within their jurisdiction. PERA. resarvea 4e rigit ta.fevoke,jb�,, acceptance,if it is determined by Miami-Dade County Product Control Section that t1ti§Mf uet or-mgbyial fails.'tp.• meet the requirements of the applicable building code. 00 00 " •••••• This product is approved as described herein,and has been designed to comply with th4 V14a Buildidi Code, •, including the High Velocity Hurricane Zone. :60000 • DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. 000:00 •""' 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 I &2 in sheet 77.1. 2. Laminated glass types G1 and G2 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall.automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chands,P.E. NOA No. 15-0603.13 4 !4n Expiration Date: March 20,2019 Approval Date: October 15,2015 Page 1 ` ECO Windows Systems.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRA'W'INGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#12-0402.43) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94b 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 202.94.. • 6)Forced Entry Test,per FBC 24113.2.1,TAS 202.94••, ;• .• ;•••'; along with marked-up drawings and installation diagram of an aluminum OfilMing Fie Cdh door, .. .. ••;••• . . ... . ..... prepared by Hurricane Engineering&Testing,Inc.,Test Report No. .,•,.• • HETI-12-3357,HETI-12-3358,HETI-124003,HETI-124003 and BE'-I-U,.4027daV 03/1$*•; 26/12, all signed and sealed by Rafael E.Droz-Seda,P. E. ;• �;• ...,;. Note:The above referenced test reports have been revised by an addendu;r.Jpder dated Jeune 29, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Drot;*$;ap,P.L. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation,dated June 02,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours&Co.,Inc. for the`Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12--1231.10 issued to Eastman Chemical Company(MA)(former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5("Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0402.03,expiring 03/20/19. 2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. haq I.Chanda,P.E. Product Control Examiner NOA No.15-0603.13 Expiration Date: March 24,2019 Approval Date: October 15,2015 E-1 0 1/8' HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 00 0 .090" Interlayer 090" Interlayer cI Butocite PVB Butocite PVB By 'Kuroroy America, Inc.' By 'Kuraray America, Inc.' O n 3 1/8' HEAT STREN'D. GLASS 3/18" HEAT STREN'D. GLASS SILICONE 12 SILICONE 6 0 z DOW CORNING 899 z m DOW CORNING 899 Q 0 26 26 tp to II i • L1 ••• 0000:• 14 / :� / •• •• • 8 t� l 8 I� i+ • 0000 •. • 0000•• 0 1. 00 0: • 1 1 34 0 �1% 00:000 \ tax SETTING BLOCKS AT LAM. GLASS •• • (1_ •••• • y READ. FOR WIDTHS EXCEEDING 36" OWC V Z • NOTCH GLAZING BEAD LEG TO • a Z •00000 CLEAR BLOCKS to :0 • GLASS TYPE 'G1' GLASS TYPE 'G2' �••� 0 �� •• • J 1/8" TEMP. GLASS o J ,� 5/18' AIR SPACE S v Lu 1/8- HEAT SPREN'D. GLASS M 090" Interlayer .. Saflex Clear And Color Glass w w By 'Eastman Chemical Co.' pp h 1/8" HEAT STREN'D. GLASS "*y 0 0 oM a m DOW CORNING 899 Z •LLi_ � N � 28 ST. STEEL 5 z a METAL SPACER 0 rn 15 8 - Wrnm � r � } 35 SILICONE SERIES 600 � 1 � I I ALUMINUM OUTSWING ENTRANCE DOOR 0 \\ / SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS $ STAND ALONE SINGLE SIDELITE SEE SHEET 3. "''---"' � N a SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. ° $ g LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE `G3' 15 APPLY TO ENTIRE SYSTEM. PRODUC r REVIISED N a Mllwpiy�MB veitlt tic 1Rlotilla d� � DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION Ahwift C06 Ne i$Z6�03.13 RESISTANCE IS REQUIRED. gTiv e—lw baltA r�2e1g THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE D1 L" -'� u4'--, w ° o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY QM4FreiretCedfal 'S HURRICANE ZONE {HVHZ}, � carou 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. r ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Engr: JAVAD AHMAO t o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CIVIL N SHUTTERS ARE NOT REQUIRED. FLA. PE # 70592 a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.A.N. 3538 NOT PART OF THIS APPROVAL. g v A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 2015 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE. W1 2_48 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 9 U 39 3/4° MAX. 76" MAX. 37 3/16" MAX. ODD FRAME WIDTHFRAME WIDTH FRAME WIDTH I HEM & SILL ANCHORS ° AT STILE ENDS .. 12 • (4) AT 3" O.C. 12° 12" N w I 5" MAX. 5" MAX. MAX. 5" MAX MAX. d N 0. HEAD SILL 0 HEAD/SILL SILL HEAD/SILL A SILL HEAD/SILL IF HEAD p CORNERS CORNERS ��~ '�� CORNERS ... I ul II II II ••• tL • • �••• O o$ a• ••••• --�- --U _ \ __Jt---- • • LOCK OPTIONS / I I LOCK OPENS I I •• r 'i • / II #1 OR #2 / if OR #2 \ H ii • ', •••••• 4 '24 I I (OPTION 2 SHOWN) I I (OPTION 2 Sl- Wt 1 I •• ::000*: : SEE SHEET 7.1 t- -==�__== SEE SHEET 7. '___ -___ FOR DESCRIPTION Fs / 1A• �Iy c� a a L! FOR DESCRIPTI0�1 (y •• • 0 00 cox M n O t I�/ = M o `iY /�• i�o �I{/ -j U o /� ® �' 00 -_-- ti' INo w - �i----- r o II \ tt II rj 3 to M oM N It O +Z Z �w 01 ACTIVE I INACTIVE I ACTIVE Z BB SURFACE APPLIED °D tog w LOW FALSE MUNTINS OR26 15 18" z SURFACE APPLIED SURFACE APPUEDgi rn 7 / rx FALSE MUNTINS OR 28 15/18" 26 15/16" d FALSE MUNTINS OR 32 3/4° N DECORATIVE GRILLo s e p MAY BE USED D.L. MAY DOPG. DECORATIVE BE USED O.L. OPG. O.L. OPG. tO c4 DECORATIVEBE USED D.L. OPG. tO v 37" MAX. 37" MAX. LEAF WIDTH LEAF WIDTH (X) (XX) (0) 8 0 STAND ALONE SINGLE SIDEUTE g O SEE SHEET 3 FOR CAPACITY DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSR SINGLE DOORS X) DOUBLE (XX) m a a DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME (+) (-) FRAME LEAF FRAME EXT.(+) INT.(-) os c�rttttplylntt w to�"arwb M WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT _ 38-3/4" 37° 98" 7d.0 75.0 78" 37" 98° 70.0 75.0 �Dete N `� m m apks�r � o 0 .E = ama GLASS D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 11.125" Engr: JAVAO AIiMM _6 O.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813" FIA. PEM70592 D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 22.125")/2 C.A.N. 3538 b NOTE: O 4201 Ll d E-- NOTE: GLASS CAPACITIES ON THIS SHEET ARE drawing no. EGRESS REQUIREMENTS TO BE REVIEWED BASED ON ASTM E1300-09 (3 SEC. GUSTS) Wl 2-08 BY BUILDING OFFICIAL. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05--DEC-219 sheet 2 of 9 DESIGN LOAD CAPACITY - PSF 148° MAX. U ��V w DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH o STAND ALONE SINGLE SIDEUTES (SEE NOTE BELOW) HEAD & SILL ANCHORS 1 SIDELITE SIDELITE SIDELITE SIDELITE AT STILE ENDS a FRAME FRAME WITHOUT FRAME FRAME WITHOUT WITH CLUSTER OF (4) AT 3" O.C. Z ti REINFORCING REINFORCING REINFORCING 6" (4) ANCHORS Q m WIDTH HEIGHT WIDTH HEIGHT INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) d AT HEAD/SILL 12" is w 1 24 70.0 75.0 24 70.0 75.0 70.0 75.0 5" MAX. . HF�4D 0. h 2 Typ30 70.0 75.0 30 70.0 75.0 70.0 75.0 HEAD/SILLQ V 36 82 70.0 75.0 70.0 75.0 36 82 70.0 75.0 CORNERS SILL 37 70.0 75.0 37 70.0 75.0 70.0 75.0 • 42 61.7 66.1 42 1 61.7 66.1 61.7 66.1 �! ••••• �•• i ••••i• 24 70.0 75.0 24 70.0 75.0 70.0 75.0 / I I ' 0 30 70.0 75.0 30 70.0 75.0 70.0 75.0 I 1 11 1 1 •"• C nl •••••• II II / I I \ •••• Q � • • 36 86 70.0 75.0 86 70.0 75.0 70.0 75.0 i! 11 / I I \ "' 0441,- 36 ":•'00 • 37 70.0 75.0 37 70.0 75.0 70.0 75.0 -===iil==== "==tit - I 1 \ •o•• �' � •••••• 42 61.7 66.1 42 61.7 66.1 61.7 66.1 iIiI II I I Osseo, 24 70.0 75.0 24 . . . . ,. L 30 69.8 69.8 30 69.8 69.8 70.0 75.0 •82 z tlj • ..••• •• 92 • i••••i 36 64.1 64.1 36 64.1 64.1 70.0 75.0 ____� _____ ==tl =_= t I •• • • .\ •• • 37 63.3 63.3 37 63.3 63.3 70.0 75.0 w ` d �, '. i I��' i 1 � '�' tA 24 63.3 63.3 24 63.3 63.3 70.0 75.0 / I I�/ I I M / h �/ a C7 0 a v O► 30 57.8 57.8 30 57.8 57.8 70.0 75.0 a0 -� I( I I �/ I I t° 98 98 rn a __JL___-- - _lt__ __ I I °� (i O0 0 o+no 36 53.1 53.1 36 53.1 53.1 70.0 75.0 -=---1i ---- ----tt------ I 1 / N go 37 52.4 52.4 37 52.4 52.4 70.0 75A it \ II uj W M REINFORCING AS READ. I I \ I t LOCK ORd S z SEE CHART #1 OR/#2 ''' } W LC I I t l\ I I (01 rpN 1 S 401A } 1 in w 00 ii ii \ i i SE SHEET .1 cn { t1 11 \ I I F DESCRI 10 00n 41 1 I 1 z rL ��" INACTIVE I I ACTIVE m M 39-3/4" MAX. (SINGLE) - A SURFACE APPLIED m W cn SINGLE SIDELITE WIDTH SIDELITE WIDTH 76 MAX. (DOUBLE) FALSE MUN71NS OR 32 3/4" 26 15/18' 26 15/16- DOOR DOOR FRAME WIDTH DECORATIVE GRILL D.L. OPG. D.L. OPG. D.L. OPG. f° t8 NO 4 MAY BE USED NOTE: 37° PRODUCE REVIS60 FOR DOORS CAPACITIES SEE SHEET 2. LEAF WIDTH sg Ci d with the FbrNa ode FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE) As<eplam No 1 d LOWER VALUES FROM DOOR OR SIDELITE CHART MAX, 76' MAX. (DOUBLE) mmel)ateN WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH � ` °- .0 ' (OXXO) C•w+d IL GLASS D.L.O. DIMS. MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 N M f7 Z4 D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" Lill D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.438" ,� m N O Engr. JAVAD AHMAD n U c CML N PE # 70592 0 A.N. 3538 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 4�, 2015 drawing no. AND FLORIDA BUILDING COMMISSION W 12--08 DECLARATORY STATEMENT DCA05-DEC--219 sheet 3 of 9 PROPERLY SECURED 2BY WOOD BUCK 8/16" MIN. TYPICAL ANCHORS EDGE DIST. 1 BY WOOD BUCK OR w THROW BOLT EDGE DIST.TIT SEE ELEVATIONS WOOD STRUCTURE PENETRATION FOR SPACING ,:• .s EDGE DIST. 5EE NOTE SHEET 1 METAL `( °. p•s .'p_ •pEDGE EDGE DIST. jj STRUCTURE 1 otaz V v v w LEd 25 f I vi o i v°�i av °Q �o "a"a � ��•••� I j V d K ` N i • fa ••• ••••�• 8 ! r m \ \ _ _ •• 14 0 ••• •� I I26 r N Nicn I I TYPICAL. ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS • i QI 0 ( ' i••••i SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS ••• �• • • FOR SPACING FOR SPACING FOR SPACING 00004 $ •• •• • r----------».�.. .-».. ...� a •� maj I I MIAMI-RADE COUNTY APPROVED I I • • � • 1 I CLIPPED MULLION I I • J • •••••• 1 j SEE SEPARATE N j • �[ • • ' 11 It —J Cj o 0 0 If L GLAZING OPTIONS W rLai Oi I ' SEE SHEET 1 TYPICAL ANCHORS F SEE ELEVATIONS N W w FOR SPACING z (}/j DC OD � o O 1 BY OR 2BY WOOD SUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS W;; N %a wM a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER O o o to I,:) THEM TO THE BUILDING STRUCTURE. (3 - 1 H coo TYPICAL ANCHORS: SEE ELEV. FOR SPACING O +Q .1/A- DLA. ULTRACON BY 'ELCO' (FU=177 KSI. Fy=155 KSI) W 0-)m INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y BUCKS INTO CONC. OR MASONRY PRonUcruvism 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) seer o pe�rlifg wte1�etre Flxridti 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) tail code t " o Aeapeaaee No 1 ••8 131 O OR m DIRECTLY INTO CONC. OR MASONRY Kvpkvdn Doe mim e4_ a g15 9i a 1-1%4" MIN. EMBED INTO CONCRETE (HEAD/SILL) t .�,k•�. a. 7A 7 1 f 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) tCaKed m a rf-A 014 SMS OR SELF DRILLING SCMN I I (GRADE 2 CRS) 33f 1 2s 2 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') g N o N I I INTO METAL STRUCTURES Q o g 6 I 1 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) °cam v 25 1 1 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) DOOR DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) -) 'TYPICAL EDGE DISTANCE Engr. JAVAD AHMAD a o CIVIL FL& PE INTO CONCRETE AND MASONRY = 2-1/2" MIN. N 92 M ' '' �� ` • " 1 .e. e: ° e• ' INTO WOOD STRUCTURE = 1" MIN. 0 INTO METAL STRUCTURE = 3/4" MIN. ,�• Z �a EDGE DIST. TYPICAL ANCHORS 1/2" MIN SEE ELEVATIONS WOOD AT HEAT? OR JAMBS SG = 0.55 MIN. dra�7_ n0. PPENOETTRATIIOON FOR SPACING CONCRETE O90 HOLLOW/FILLED ILL BBLOCK AT JAMBS f'm3-2 00 PSIMIN. MIN. O sheet 4 of g I/4' MAX. �� /� n t �; ) CONCEALED FLUSH BOLTS ( !] ) 1/4 MAX' c�w SHIM \�/ LEVERS AT STILE FACC \yJ SHIM 00 3 18Y TYPICAL ANCHORS , WOOD BUCK a SEE ELEV. 0, FOR SPACING i 6 ACTIVE LEAF Z 26 13 H Ag. 24 ifi O p o e W �9 U F .sLZ4 yy •••y �/j d' IU• a W — ti TYPICAL ANCHORS ••.• 0000SEE ELEV. •• W OR SPACING •••i• a • :•••i: 4 O •••••• •o •••• g d•�it O • • 25 EXTERIOR v ••••• •�i O ..:..• t9 t;' • j 9 O.L.O. :s •• •• t };� L�. ••••�• METAL STRUCTURE :•••• �, t�r•01 ••••:• SEE SPEC SHEET 4 37 • rig F► • • LEAF WIDTH LOCK OPTIONS #1 OR #2 • • ••.••• 38 3/4' MAX. (OPTION 2 SHOWN) •• • • SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 = •• • FOR DESCRIPTION 1/4' MAX. U o 1/4" MAX.• L SHIM J N SHIM_ CONCEALED FLUSH BOLTS E CONCEALED FLUSH BOLTS L`' N v� 3 LEVERS AT INSIDE FACE OFSTILE 2BY WOOD ZIRE K TYPICAL ANCHORS LEVERS AT STILE FACE OR W r`S SEE ELEV"'•° WO 00 STR .,. FOR SPACING 16 INACTIVE LEAF ACTIVE LEAF EE NOTE MEET 1 W 26 13 26 ' 24 O O M n a P:3 0 q.-j w m u ° J. 23 25 TYPICAL. ANCHORS 8 D.L.O. 11 10 D.L.O. SEE ELEV. .:'• •:••:.'�� 18 FOR SPACING LEAF WIDTH LOCK OPTION EXTERIOR g LEAF WIDTH C 76' MAX. 0 DOUBLE DOOR FRAME WIDTH z 2 POINT LOCK ASSEMBLY is a�splyin� 6 dw I%d& 4 POINT LOCK ASSEMBLY AcaWis 1 -Oba •3 0 0 INACTIVE LEAF ACTIVE LEAF ltsptraliaa Date 7Eo {r► c o iL iY •L 0< 6] U 26 tI h+odMet Ct�H!41 N ' Engr. JAVAD AHMAD ! !! ! ' CIVIL r-1-LL. FLA PE 70582 o M AN. 38 EXTERIOR ��}'� drawing no. W1 2-08 LOCK OPTION #1 DOOR DETAILS sheet 5 of C TYPICAL ANCHORS SEE OR ELEVSPAATIONS 1/4" MAX. 1/4" MAX' N EDGED _ f SHIM 5 SHIM ►r '' { TYPICAL ANCHORS v WOOD BUCK d SEE ELEV. vo FOR SPACING i6 P: IL U • 096$10 9606•6 o 2 w a ' TYPICAL AN0000 0Q :0060: O v SEE ELEV. 000 OC • • :. FOR SPACING '*see 9y�°O• •0:000 o I°+ •;. 999 9999• 1a EXTERIOR 0 04 LL Z a(p E 9' ttyy 0 METAL STRUCTURE i •' :0090: SEE SPEC SHEET 4 42" AT 86" HT. 6• 11 • • 37" AT 98" HT. — 6 J MAX. SINGLE SIDEUTE WIDTH FSODUC f I[�9visfio •• •�, rs eopplyks with be Florid J i huhHu=Cods Amptme No t5s-O L�'3 gspkoW Da:eLd GLAZING OPTIONSREINFORCING SEE SHEET 1 X12 SMS 18 AS READ. limit W X. 1/4" W • . AT 5" FROM ENDS i SEE SHEET 3 In 00 a, SHIM AND 1 i" O.C. MAX. 3 VAI M 6 3 c OonV W 0 16 Z16 la PC I I 26 13 d J in °•"• { 24 � W �Lu � ' a { a TYPICAL ANCHORS SEE ELEV. FOR SPACING c a i4 i5 25 0 4L a D.L.O. 19 9 D.L.O. c a •,, LEAF WIDTH a 4A EXTERIOR 39 3/4" (SINGLE) SIDELITE WIDTH 76" (DOUBLE) MAX. DOOR FRAME WIDTH io m 2 ` ca mcr MAX. UNIT FRAME WIDTH En9r: JAVAD AHMAD En CML N on 22 r SCAN 92 38 " ` .. 5i p .' v q.' �� . . q �• ; 0 .• .. drawing no. v EDGE DIST. TYPICAL ANCHORS 2015 W 12-48 SEE ELEVATIONS SIDELITE DETAILS FOR SPACING - sheet g of g ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPP1dSR/REMARKS �u w co 1 E601 - DOOR FRAME HEAD/SILL 6063-TS - I 2 E602 - FRAME COVER 6063-T6 - N 3 E603 - DOOR FRAME JAMB 6063-TG - Z j 4 E604 -- SIDELITE TOP & BOTTOM FRAME 6063-76 - 4A £626 - SIDELITE 9" BOTTOM FRAME 6063-T6 d a a 5 E605 - SIDELITE FRAME JAMB 6063-T6 O g U 6 E606 - SIDELITE SUP ON JAMB 6063-T6 L 7 E607 - LEAF TOP & BOTTOM RAIL 6083-T6 - ��+++ n.•••A 7A £625 - LEAF 9" BOTTOM RAIL 6063 T6 : t 'v' 8 E608 - LEAF W'STRIP ADAPTER 6063-76 • 88 •• , • see 9 £609 -- LEAF HINGE STILE 6063-T6 - • a 0•T •••••• ease 10 E610 - LEAF LOCK STILE 6063-T6 - ••• Q � �••••a 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - ••• a ••••• �' • • 12 E612 - LEAF ALIGNMENT BRACKET 5063-T6 - •':' '•'•' 13 E613 - LEAF CLAMP 6063-76 4-1/4" LONG '• $ ��:� 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG g' 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 • • a L",-- • •• 14A E109 - GLAZING BEAD (7116" LAM. GLASS) 6063-T6 - as .-, •••• • • 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 16 E616 - SNAP COVER 6063-76 - C= 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 'VD D 18 - AS REOD. SIDELRE MULLION REINFORCING 6063-T6 La c 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. W 20 F81202 -- FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. � N L 00 LL 22 #12 SMS AS RE40. FRAME ASSEMBLY SCREWS - - z Uir, 23 #12 X 314" - HINGE INSTALLATION FASTENERS -- FH SMS 3: W M an in 24 - - 3/8" DIA. THREADED ROD STEEL - 0 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB Z_ 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM g Z i 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB M 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. W C-L 29 E622 - FLUSH BOLT CUP NYLON - 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLOlWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LTTE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6 FROM EACH END, DUROMETER 80±5 ori SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. >PaouUCry101) c m er eompiyw wim 1!e Fbs� .° a e Imbainx Code . g 0 0 N91 -O •; L cam v livi ld"ate Ilk 1ct� L.•+ aIt Engr. JAVAD AHMAD lY!>lsrllihtl� tCeulyd p CIVIL is FLS N 70592 c M ul, drawing no. EP 4 2015 W12--08 sheet 7 of g LOCKS: �U DEMON #1 aPT1oN2: �I ASIDE: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE Q (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM 1/2" DUI. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ONIN I AND (1) AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM a IN CL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' C v LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM 1/2' X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL d •900 IMAGINE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE • 0•••Y` 9990:0 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' LOCATED AT 10-5/8" FROM TOP AND BOTTOM •••• 8 •• • 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8--32 X 1/2" FH MS 0000 V a** 000000 • HEAD AND FRAME SILL INACTIVE LEAF: 0•'0 �Q :0906: THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS ••0 0.R a • • LOCK LOCATED AT 42-1/2" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 0••• 0 4 L 0000• 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL • • MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE •0.0 0&-00.0 OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM " • W Z -= 000' 0 LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2' FH MS '"•• • • 7'O1 • • �' rxs 000000 0 • 0••0•• 1 1 I I 11 •• • • v \ / I � W oO � ,old, PRODUCrREVISED Z -LL m empift wftb ght MOM& Z C 1 S%-6,66 b s.vc p d o �' No • 6�irfrlt111oDpi"- -'�p�' i j W 6): ACTIVE 1 INACTIVE 1 I ACTIVE ACTIVE INACTIVE ACTIVE �S �. Lt4v< v' Cmeed 1rc lfi HINGES: N 3-1/2 Engr. JAW AHMAD X T-5/8" X .122" THK. EXTRUDED ALUM HINGE CML PART f FD-107 BY SULLIVAN & ASSOC. FLA. PE # 70592 0 3 HINGES PER LEAFCA . -3538 + BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4 FROM TOP O�r1 CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS drawing no. (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB W1 2-08 sheet 7.l of 9JI w o 0 a V a c r o m O p m --I . W O -ncil 0 1, 1 1 RO N V m �$ m Q1 < m N L 90 N W V m Vt r � $ Q m m oD m '' r o c0i 0 Eft a) 01 I-CM41 k- m r O 0 a Ll F cn r mLo L co V N � (+(1� 40 m j N m -4 oa W � o o —T 0 0 0 o itLq O V � O y t0 0 m LE O 9 m y Q W N 0 a► cn Z; -.1 W r .ym, r m �' � N in Q Ixl Z N O W 0 D rn in S> C O x 'CA I -P.z to :0 f Z 5; 0 '0 ca Q v O E N N w v m m O m w c r r�rn j m z p Fm y O o � M Z 90 t�Ittar,? n - � n � dote: 02_13_12 revisions: SERIES 600 ALUM OUTSMNG Dff WCE DOOR (LM.I.) AL-FAROOQ CORPORATION ego C c no date I by I description ENGINEERS&PRODUCTDEVELOPMENT a A 06.26.12 No CHANGE TM SHEET ECO WINDOW SYSTEMS, LLC. • "t235&VC WOVE • • f co N e os.oz.ls No CHANGE THIS SHEET 9114 N.W. 106 STREET >�► 6 �. p I �. br. liAhilD C 09.02.15 No CHANCE mus ---SHEET MEDLEY FL. 33178 • M r-'�'i"—A a'i ��►1r. -�+ Q ' •• (3 'O�262$97$ t0chk by TEL (305) 865-5299 FAX (305) 885-5902 COMP-ANL\W12-08ECO LT--.!JU[ • • ••• • • • ••• • • • • • • • • • • •• of • • • •• •• ••• • • 0 ••• • • . o a rn ,� rn0 0 N \ N rn V'y 1 L rn N %p C7 m Fq c O C1? ray `O n (AMW 3�' z to sV COO \ rr %p 00 00: C37 . %p .. . . . . . . .. . . . . ... . 02_11-,z revisions: SERIES 600 ALUM 00SWING EM MCE DOOR (LM.I.) pL FAROOQ CORP4RAT14N a .c no. dote escri on ENGINEERS&PRODUCT DEVELOPMENT Lo 3/5" osa6,2 REv. PER PERA COABdEPtfS ECO WINDOW SYSTEMS, LLCMco a 06.02.15 NO c�cEMis SWM 9114 N.W. 1Q6 STREET • tAL4kit,feOODA 3 r: • cdr. by: WMD C 08.02.19 REV. PER RER COIAEN75 AfiEaL�r. FI_. 33178 • • • C�S1262�69T8.,� by; TEL (305) 885-5299 FAX (305) 885-5902 COMP-ANL\W12-08EC0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I 909 NE 97th Street HVAC Load Calculations for I 901 NE 97th Street ' Miami Shores, FI 33138 .... .... ...... ...... ...... ... .. RXemgNmAL RHVACHVAC L,o AD9 ` I PrepaWd By:, Rolando Guardo; PE 28 RMG Engineering Inc;.C X27219 2000 NW 89th Place:wife 111 Doral, FI 33172 Tuesday, November 18,2014 I Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. .I I i Project Report q ` Project Title: 901 NE 97th Street Project Date: Monday, November 17,2014 Client Address: 901 NE 97th Street Client City: Miami Shores, FI 33138 *Client Comment: Company Name: RMG Engineering Inc. CA#27219 Company Representative: Rolando Guardo, PE#61028 Company Address: 2000 NW 89th Place Suite 111 Company City: Doral, FI 33172 r ° OK .. b . 1 h a� Reference City: Miami, Florida Building Orientation: Front door faces North Daily Temperature Range: Low Latitude: 25 Degrees • • Elevation: 7 ft. . •••••• Altitude Factor: 1.000 •••• •• Ile •• Elevation Sensible Adj.Factor. 1.000 •., •• •••• •••• • Elevation Total Adj. Factor: 1.000 ...••• • • Elevation Heating Adj. Factor: 1.000 .••• •••• .... Elevation Heating Adj.Factor: 1.000 •••••• ••Goo 000 • Outdoor Outdoor Outdoor Indoor Indoor Graipg• • • 06: D Bulb D ••• •• rte_ Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference••,• 00. Winter: 47 44.1 80% n/a 72 r9a • • Summer: 90 77 56% 50% 75 §5 •• :••.:. '•• •• . . .. •..i4 .,:I�,,,.° ,rte w �3 .�. .__`,, �,s ,R e,,.,. �� ..w_. �. :.�i:,.3 .__._ .ly Pc. r�;$ �" .^� �Y _ _ "..,�, - •• Total Building Supply CFM: 2,061 CFM Per Square ft.. 1.065 Square ft.of Room Area: 1,935 Square ft. Per Ton: 384 Volume(ftp of Cond.Space: 19,350 KNOW Total Heating Required Including Ventilation Air: 34,663 Btuh 34.663f MBH Total Sensible Gain: 45,328 Btuh 75 % Total Latent Gain: 14,757 Btuh 25 % Total Cooling Required Including Ventilation Air: 60,085 Btuh 5.01 Tons(Based On Sensible+Latent) 5.04 Tons(Based On 75%Sensible Capacity) ... 3••. 9 1. � .F�' la S -- 1.e=. s i t�'� 'x 3 } I� y� f I.. 3 d t£ b,21 A -�" '� Rhvac is an AC CA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. irr►�I A L� l�� t � System 1 AHU-1 Summary Loads Wi;-"a v j f x� 3 s e x Ar I Ili 3 L711 8 s � . _` •3 i p�,,. z"..Lf. <E i i F � ,.� - �� -GLASS SHGC 0.5:Glazing-GLASS SHGC=0.5,ground 181.3 3,945 0 10,660 4 10,660 reflectance=0.32, u-value 0.87, SHGC 0.5 FRENCH DOOR: Door-FRENCH DOOR 63 1,260 0 1,512 1,512 •11 K:Door-Metal-Fiberglass Core With Storm 21 189 0 227 227 EXISTING WALL TO REM:Wall-Block, Custom, 1894.7 6,110 0 4,718 4,718 EXISTING WALL TO REMAIN AND NOT ALTERED 16D-19: Roof/Ceiling-Under Attic with Insulation on Attic 1935 3,918 0 5,329 5,329 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-19 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 216 7,333 0 0 0 insulation below floor,any floor cover, passive,heavy moist soil ......... ......... ._.._.................... Subtotals for structure: 22,755 0 22,4V...:.22,446 People: 4 8(j) .•+ 920 1,724..+. Equipment: 1,000'• • 1,5(pe • 2,500 +' Lighting: 1935 •••;•• 6,598 +• 6,596.•:• Ductwork: 7,918 87430090 7,050 • 7,925 Infiltration:Winter CFM: 145, Summer CFM: 113 3,990 4,1460000 1,8P••• 6,0$$• ': Ventilation:Winter CFM: 0,Summer CFM: 0 0 0000 %6666 a(l. 00 Supply_Misc Gain 0 7,890,_••; 4,9 2 ••. 12 845: .' ........ . _...... ........ . .. _ ........... ,y.... ..�.. System 1 AHU-1 Load Totals. 34,663 14,M •+••. 45,32$' ' 60,O80• ;• ,.. •• Supply CFM: 2,061 CFM Per Square ft.: . . . 1.065 • • _ Square ft.of Room Area: 1,935 Square ft. Per Ton: 00 0 :000 384 Volume(ft3)of Cond.Space: 19,350 •••• Total HeatingRequired Including ,3 ' Ventilation Air: 34,663 Btuh 34.663 MBH Total Sensible Gain: 45,328 Btuh 75 % Total Latent Gain: 14,757 Btuh 25 % Total Cooling Required Including Ventilation Air: 60,085 Btuh 5.01 Tons(Based On Sensible+Latent) 5.04 Tons(Based On 75%Sensible Capacity) 4 -. •y . = y Y.. � a,.ff #315 aR£1r �$�3^, ..... . 0 ¢ w„ .7,<:_ ... ._ .� ref t ,'�,��•� £r ._ Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. a � FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION - Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 901 NE 97th Street Builder Name: Street: 901 NE 97th Street Permit Office: City,State,Zip: Miami Shores,FL,33138- Permit Number. Owner Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing Existing(Projecte 9. Wall Types(2160.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 2160.00 ft2 b.NIA R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types (1935.0 sqft.) Insulation Area a.Under Attic(Vented) R=19.0 1935.00 ft' 6. Conditioned floor area above grade(ft) 1935 b.N/A R= ft' Conditioned floor area below grade(ft) 0 c.N/A R= ft2 11.Ducts R ft' 7. Windows(181.3 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 387 a. U-Factor. Sgl,U=0.87 171.75 ft2 SHGC: SHGC=0.50 b. U-Factor. Sgl,default 9.60 ft2 12.Cooling systems kBtu/hr *Efficiency SHGC: Clear,default a.Central Unit ; .-21.5 S19918.fl0 ... •• c. U-Factor: N/A ft' •• • •• • • SHGC: 13.Heating systems ••• �Btu/hr •Effiti&ncy ••• :. d. U-Factor. N/A ft2 a.Electric Strip Heat 34.0 COP:1.00 - SHGC: ••••• •••• ••• •• Area Weighted Average Overhang Depth: 0.000 ft. 0000• •••••• • • Area Weighted Average SHGC: 0.513 14.Hot water systems •••••. • ••• ••; • ( a.Electric Tankless •••••• C �1 gallons 8. Floor Types 1935.0 sqft.) Insulation Area • • •••••• EF:0.990 a.Slab-On-Grade Edge Insulation R=0.0 1935.00 f:2 b. Conservation features • • • b.N/A R= ft' None • • • ••o: •••••• C.N/A R= ft2 15.Credits •••... • • Pstat ••• Glass/Floor Area: 0.094 Total Proposed Modified Loads: 50.71w ASS • Total Standard Reference Loads: 63.38 f� SS I hereby certify that the plans and specifications covered by Review of the plans and &JUE ST,2� this calculation are in compliance with the Florida Energy specifications covered by this Code• calculation indicates compliance with the Florida Energy Code. PREPARED BY: _ __-___ Before construction is completed DATE: -___ 11 this building will be inspected for , compliance with Section 553.908 • I hereby certify that this building,as desig ted, is in compliance Florida Statutes. with the Florida EnerWOod - �"� OWNER/AGENT:. -_ BUILDING OFFICIAL: DATE: - ---- - - -- --- DATE: - ---- - -- - Compliance requires an envelope leakage test report,by a Florida Class 1 Rater,in accordance with Table B-1.1.2. • 11/17/2014 6:53 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 t PROJECT Title: 901 NE 97th Street Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1935 Lot# Owner Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 901 NE 97th Street Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: 232600 Whole House Fan: City,State,Zip: Miami Shores, Family Type: Single-family FL, 33138- New/Existing: Existing(Projected) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 1935 15480 • SPACES : .'. • a g g Number Name Area Volume Kitchen Occupants Bedrooms InfilID" Codd HF j • •agog •a 1 Main 1935 15480 Yes 4 3 1 •gY" g Y• a FLOORS "•• •.a. *00 0 # Floor Type Space Perimeter R-Value Area Tile •WooE Carpet••• • 1 Slab-On-Grade Edge Insulatio Main 216 ft 0 1935 ft' �__0 • 0 a0 1 • • ggo • ROOF ' / Roof Gable Roof Solar SA Emitt E►fli$"Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Barret file 2164 ft' 484 1Medium 0.96 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 In) Area RBS IRCC 1 Full attic Vented 300 1935 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type _ 1 Under Attic(Vented) Main 19 1935 ft' 0.11 Wood • 11/17/2014 6:53 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS VeAdjacent TO M"TypeSpace Cavity Width Height Sheathing Framing Solar Below Ornt_ R--Value Ft In Ft In Area R--Value Fraction Absor rrafle% 1 N Exterior Concrete Block-Int Insul Main 5 42 0 10 0 420.0 ft2 0 0 0.2 0 2 S Exterior Concrete Block-Int Insul Main 5 42 0 10 0 420.0 ft' 0 0.2 0 3 E Exterior Concrete Block-Int Insul Main 5 66 0 10 0 660.0 ft' 0 0.2 0 4 W Exterior Concrete Block-IM Insul Main 5 66 0 10 0 660.0 ft' 0 0 0.2 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Main None .8 6 7 42 ft' 2 E Wood Main None .8 3 7 21 ft2 3 W Insulated Main Metal .36 3 7 21 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Walt Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 None Single(Clear) No 0.5 0.75 9.6 ft' 0 ft 0 in 0 It 0 in None None 2 N 1 Metal Single(Clear) Yes 0.87 0.5 12.6 ft2 0 ft 0 in 0 it 0 in Norge • None 3 S 2 Metal Single(Clear) Yes 0.87 0.5 19.2 ft' 0 It 0 in 0 ft®in •'• NoT*e None-.4 •. 4 S 2 Metal Single(Clear) Yes 0.87 0.5 12.6 ft2 0 it 0 in 0 ftpJq•.: Noae• • None • •• 5 E 3 Metal Single(Clear) Yes 0.87 0.5 38.8 ft' 0 ft 0 in 0 ft0slit 9•• r None None • 6 E 3 Metal Single(Clear) Yes 0.87 0.5 37.8 ft' 0 ft 0 in 0 ft.MR". None••• Nord" • • 7 W 4 Metal Single(Clear) Yes 0.87 0.5 19.2 ft2 0 ft 0 In 0 ft 0•in•• None"' Nonce•• •••••• • ••• • • 8 W 4 Metal Single(Clear) Yes 0.87 0.5 31.5 ft' 0 ft 0 in 0%Q i .•' Ndhe • • NoMg:- INFILTRATION • # Scope Method SLA CFM 50 ELA EgLA ACH • • 004 ACH 50 ;"• 0 • 1 Wholehouse Proposed ACH .000652 3310.1 181.72 341.75 .45 12.83 HEATING SYSTEM # System Type Subtype Efficiency Capacity . Block Ducts 1 Electric Strip Heat None COP:1 34 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:15 61.5 kBtu/hr 1845 cfm 0.75 1 sys#1 e 11/17/2014 6:53 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HOT WATER SYSTEM • V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.99 1 gal 60 gal 120 deg None • SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS / —Supply— —Return - Air CFM 25 CFM25 HVAC# �/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 387 f12 Attic 96.75 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Nov Dec Hearing Jan f JC;Feb Mar E�Apr I I May ri JMar Apr May un rl Jul rl AuW Oct g rl Sep OX Nov Dec Venting Jan [ 1 Feb Mar [x] Jun Jul Aug Sep Thermostat Schedule: HERS 2006 Reference Hours • • Schedule Type 1 2 3 4 5 6 7 83••••.10 • 11 00 12••• .. 78 D • Cooling(IND) PM 80 80 78 78 78 78 78 78 80•:0.0:0.78 0 . • 7881••• • Cooling(WEH) PM 78 78 78 78 78 78 78 78 78• •• 78 .**V, 78••• •••• •••• Heating(WD) AM 66 66 66 66 66 68 68 68 8s...• 68 68 68•;• PM 68 68 68 68 68 68 68 68 •• •. 68 • Q6i 6r&,:, • Heating(WEH) PM 66 8 68 68 68 68 68 68 68 B8•:0! 68 ••6668• 668000 6••• • MECHANICAL VENTILATION 0 :0 0 0:0 0086 • Type Supply CFM Exhaust CFM Fan Wafts HRV Heating System Run Time Coolin t"em :0 O 0 None 0 0 0 0 - 0% 1-Cen911Jnit 1 11/17/2014 6:53 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method • ADDRESS: 901 NE 97th Street PERMIT#: Miami Shores, FL, 33138- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked,gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. ✓ Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can �✓ meet the load. : .• • . •• Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities wMehform the;• +• •, primary air containment passageways for air distribution syei&vs shall "•• be considered ducts or plenum chambers, shall be constVt"and ..+: sealed in accordance with Section 503.2.7.2 of this code. •••+ ' • •.•..• • 403.3.3 Building framing cavities shall not be used as supply ducts •• '.. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with eficielicbs in • •, Table 403.4.3.2. Provide switch or clearly marked circuitibreaker **040:0 " ••• (electric)or shutoff(gas). Circulating system pipes insulate41o:= R-2 :. ..; +accessible manual OFF switch. .•; �' • Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawispaces, garages or outdoors adjacent to pools or spas. • Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds.Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78%(82%after 4/16/13). Heat pump pool heaters �/� minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required.Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two ✓ or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 11/17/2014 6:53 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index,the more efficient the home. 901 NE 97th Street, Miami Shores, FL, 33138- 1. New construction or existing Existing(Projecte 9. Wali Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insut,Exterior R=5.0 2160.00 ft' b.N/A R= ttz 3. Number of units,if multiple family 1 c.NIA R= ft' 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=19.0 1935.00 ft' 6. Conditioned floor area(ftp 1935 b.N/A R= ft2 7. Windows'" Description Area c.N/A R= fe a. U-Factor. Sgl,U=0.87 171.75 ft2 11.Ducts R ft' SHGC: SHGC=0.50 a.Sup:Attic,Ret:Attic,AH:Main 6 387 b. U-Factor. Sgl,default 9.60 ft2 SHGC: Clear,default 12.Cooling systems kBtu/hr ftidency c. U-Factor. NIA ft' a.Central Unit SHGC: i••0'�1.5 A�1�b0 •�•�•� d. U-Factor. N/A f2 00.000 0 • • SHGC: 0• �• •� 13.Heating systems • Btu/hr EM89n •••••• 0 • Area Weighted Average Overhanga.Electric Strip Heat 34.0 CCFP:1 0ang Depth: 0.000 ft. ••••• 0�0• •�0�� Area Weighted Average SHGC: 0.513 0000" 0000•• ' • •0.00• 0000• 8. Floor Types Insulation Area 14.Hot water systems • • • • a.Slab-On-Grade Edge Insulation R=0.0 1935.00 ft' a.Electric ••'*0• Coo 1:g1Qons ••••• b.N/A R= ft' 0000•• *EF:t.99 •0.00• c.N/A R= ft2 b. Conservation features • 0 •• ' •000i• None 0 0 0000••• 15.Credits 0 • • • :••:Stat :0000: 0000 I certify that this home has complied with the Florida Energy Efficiency Code for Building, Construction through the abovea energy saving features which will be installed(or exceeded) ® ¢ in this home before final inspection. Otherwise, a new EPL Display Card will be completed �. based on installed Code compliant featgW. Builder Signature: Date: Address of New Home. City/FL Zip: x , WE "Note: This is nota Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. ' ""Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. • EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software