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WS-12-671Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 172439 Permit Number: WS -4 -12 -671 Inspection Date: May 10, 2012 Inspector: Bruhn, Norman Owner: WILLIS, FREDERICK JOHN Job Address: 187 NE 100 Street Miami Shores, FL Project: <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060132071 Phone: 786 -298 -7624 Building Department Comments REPLACE 9 WINDOWS AND 1 DOOR Passe z_ Inspector Comments Cc__ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 11, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 BUILDING PE ' % APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. �5 l 2 'Cd-1 Master Permit No. FBC Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): f--1. - f 1 1 i P 0 e S Phone*. 3 0 7 54 53 3 f Address: / 5? #e_S /00 .J i city: /`t ! $4 M / 5i9 ie as state: /s zip: 3-3 / 3a RECEIVED APR 162012 BY: Tenant/Lessee Name: Email: din Phone#: JOB ADDRESS: / 3 7 x) er City: Miami Shores Folio/Parcel #: ! €o r County: Miami Dade Tap: 33i3 8 Is the Building Historically Designated: Yes NO Flood Zone: ' V CONTRACTOR: Company Name: E ji Address: _ )V ?Z r ZJ Ti rAvv 11 City: fL ty: c�,s.�. State: 4. &- Qualifier Name: 40(11-5 State Certification or Registration #: C 0 34I3-O2I Contac Pllk DES�R: 7in Email Address is Phone (305)25147—/W1 Tap:, Phone#: Certificate of. Competency #: ►' 13 C) (D4/13 Cer�, /eSCh l , .,Aoz) eCI)V PhoneJ#: 9519 r85-030_5" a -03 o 5" Value of Work for this Permit: $ "A e>-0 ,c3® Square/Lin' ear Footage of Work: Type of Work: OAddition d iteration ONew ORepair/Replace Description of Work: �iG� #4 La' Mil i - .SaA- ODemolition ********* * * *** * * * * * * * * **** *** * * * * *** * * *F ************* * * * * * * * * * *** * ****** * * * * * ******* Submittal Fee $ �r^ Permit Fee $ /96 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ a Bonding Company's Name (if applicable) t jJ • Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) dV / 4 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for Ft FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S At14IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatursa . Owner or Agent Contractor The foregoing instrument was acknowledged before me this / 3 The foregoing instrument was acknowledged before me this day of l' 4-6 , 20 12., by F . - - � '. I / i S , day of A f t ■ i , 20 ��- , by —A -c5 �tti who is personally known to me who ionally kno to me or who has produced .,_____ A Len~^ who did take an oath. NOTARY PUBLIC: Sign: Print jail* Notary Public State of Florida . Christine Benjamin _ ;�, My Commission EE1 06398 loaf e My Commission Expires: 4 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: **** **** * * *** * *** * ****x* +> * * ** say ***** * *** *a* *** * *** ** xis* s********* ******sss*******re* **sssss *** ***** *** APPROVED BY /?/:01. Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11111111111111111111111111111111111H 11111111 CI= t4.1 2012R0266964 OR 81, 28074 P's 0345; (1) RECORDED 04/16/2012 11:57:04 HARVEY RUVINr CLERK OF COURT MIAMI- CDACDE COMM FLORIDA STATE OF FLORIDA STATE OF FLORIDA, couOVOLE HEREBY CERTiFY t This * s fr. o copy of the COUNTY OF MIAMI -DADS THE UNDERSIGNED notice that improvement will be made to ® /? , hereby gives p � =�F"A,, =SS my e,�� ark Jri „�1. certain real property, and in accordance with Chapter 713, Florida Statutes, i ARV EEY R..NN, CLERK. of ' CnmfV Cis the following information is provided in this Notice of Commencement 8y C I. Legal description of property and street address: / 8 7 AJ L /00 'L' f tit Off/ 5 HOReS if;-- 4- 33/3 90P /6.c. 2. General ption of improvement 3. Owner(s) name and address: Interest in property: /OC, .5 t -5 heakc'5 w1u�.�"2 Name and address of fee simple titleholder (if other than owner): 4. Contractor's name, address, and phone num rc- 3331' 5. Surety: (Payment bond required by owner from co ctor, if any) Name and address: Amount of bond: $ 6. Lender's name, address, and phone number 7. Persons within the State of Florida designated by 713.I3(I)(a)7, Florida Statutes: Name, address, and phone number: upon whom notices or other documents may be served as provided by Section 8. In addition to himself or herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(I)(b), Florida Statutes: Name, address, and phone number: /V® 9. Expiration date of the Notice of Commencement (the expiration date is I year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 4. u,3 ,fu2 a) )3 12-e. IZ W1% 2 O Signature f Owner or Owner's Authorized o cer /Director/Partner/Manager Signatory's Title/Office p- c.LiS Print Name Ate forego instrument was acknowledged before me this 1J day of 1-ekfu a % .20 ti Z, by Ljewl S4WtC a w, r as Z C-i . (type of authority, e.g. officer, trustee, attorney in fact) for � W .1 t t S (name of party on behalf of whom instrument was executed). P • + Y OR Produced Identification Type of Identification Produced: Signature • N . • Pu - State of Florida VERIFICATION PURSUANT TO SECTION 92525. FLORIDA STATUTES, Up of pegjy y, I declare I ve read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. ure faNtural Person Signing Above � g Print, Type, or Stamp Commissioned Name of Notary Public Turn Over for Instructions I 1(5 Sr ECLINED st2 (1) 0 -6 APR 1 (2 2012 c21 0 4-1 o 0 4) c c tn -e m Q) (I) tIS to E EL, —c 0 13 qj "ZS 11.1 ta5 = sti u LL_ M Q 0 0 0 0 2..) NS < § 0 TJ < § 0 Ns < § c 0 < 0 0 --- U_ 0 cu cl 0 0 ILL)) IL4) tu Hcmeowner Frederick & Ellen Willis Property address 187 NE 100th st, Miami Shores, FI, 33138 I >< 9 502 a of V 4: ,2, :Cifti AT TIME CF tki S 1(), - Cili g A 11 Miami Shores Village , f+, r 1 0 .. APPROVED BY DATE 70NING DEPT BLDG DEPT ri sUf IJECT TO COMPLIANCE VVITH ALL FEDERAL I ATF AND COUNTY RULES AND RFOULATIONS op , w Contractor: Superior Replacement Window & Door, Inc. Uc. # 03B800463, SCC131150259 21032 SW 91 Court, Cutler Bay, FL, 33189 Ph. 786.2983624 Fax. 305256.9411 Date: 3114112 Drawn by: Fachada Designs btoefachadadesgne.com Ph. 305.986.5006 mobile. 954.445.8079 Sheet 01 of 01 Contractor: Homeowner SRW & D, Inc. Frederick & Ellen Willis 21032 SW 91 Court , Cutler Bay, FL 33189 187 NE 100th st, Miami Shores, FI, 33138 Tel: 305 - 256 -1411 / Fax: 305 -256 -9411 Lic. # 03BS00463, SCC131150259 Mark Window / Door Type Approvals Width Height DPS ( +) DPS d { k � � , a u, i ��i R, � i. � �� � ��r i ° at I , w , 3 R , J� i { ,..a1 � � , , �R r,f" Ai 1 7z ' r N'v 0 2 ES - Series 4000 Aluminum Sliding Door / XO NOA # 09- 0210.07 72 80 70.0 80.0 3 Ct rd S ri 200 Aluminum ntal'`r llir winc ow / 3'1, .08 7 4 ECO -Guard Series 200 Aluminum horizontal rolling window / XOX NOA # 09-0312.08 74 38 3/8 70.0 80.0 f Y \ T? V � �*A t ,`011 t (i,Xj,4Y t 1 08; 15, ( , 884/8, 4,t ,, 1 1r1 1 y0r.. 6 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 09- 0312.08 37 38 3/8 70.0 80.0 O- Guard' ,1 0 Alu%urtt Single h inflow ' , ` . ' NOA # 0 24.,07, 1% S <.. " . 8 ECO-Guard Series 200 Aluminum horizontal rolling window / XOX NOA # 09- 0312.08 74 38 3/8 70.0 80.0 l N a .,. 1 17 i e� inutrt t ntal, r l fi k, i Y, NOA # -031'1 ,c 1 80. ENGCO, Inc. Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954) 585 -0304 Fax: (954) 585 -0305 Email: Engco@AOL.com REF. #: w 12-8 Date: 3/20/2012 Contractor: Superior Window /Door Replacement 21032 SW 91 Court Miami, Fl - 33189 Job: Willis Residence 187 NE 100th Street Miami Shores, FL 33138 Wind Load Calculation for Components and Cladding under ASCEJSEI 7 -10 (chapter 30) Florida Building Code 2010 Mean Roof Height: (MRH) 15.00 I Feet Low Rise: Buildings with MRH <= 60' and MHR <= B Cladding Elevation 15.00 Feet Minimum Width: (B) 44.00 Feet zone 5 40.1 -53.6 Roof Slope Reduction Factor 1.00 � � E� Roof Slope ■.�.. � ,� '; Basic Wind Speed 175 mph Use Figure 26.5 -1A or FBC 2010 Risk Category: II Exposure C a Zg (Section 26.7) 9.5 900 Exposure C: Open terrain with scattered obstructions height less than 30ft. Open country , grasslands Building Type Enclosed (Fully and Partially Enclosed - Section 26.10) Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 Kz - Table 30.3.1 0.85 Kh - Table 30.3.1 0.85 Kzt - Section 26.8 1.00 To be used when hill height H > =15' Velocity Pressure (qz) 56.57 Psf Velocity Pressure (qh) 56.57 Psf qz =0.00256. Kz . Kzt . Kd . VA2 qh= 0.00256. Kh . Kzt . Kd . VA2 Section 30.3.2 Section 6.5.10 Tributary Area 10 fit GCpi ( Int. Pressure ) GCp ( Ext. Pressure ) 0.18 ! -0.18 zone 4 ( +) 1.00 Section 26.11 zone 4 ( -) -1.10 (Section 6.5.11.2) zone 5 ( +) 1.00 zone 5 ( -) -1.40 Wind load Psf positive Psf negative Psf Zone 5 for units located less than 53" from building corners Wind load combination factor 0.6 0.6 zone 4 40.1 -43.4 zone 5 40.1 -53.6 End zone (a) 53 INCHES Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. Sheet W1/1 3/20/2012 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL MIAMI -DD COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. _ DESCRIPTION: Series 4000 Aluminum Sliding Glass Door —LMI APPROVAL DOCUMENT: Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exterior ( positive) design pressure are limited to +70 PSF w / 2-1/2" sill & +80 PSF w/ 3-1/4" sill LABELING: Each unit chall bear a permanent label with the manufacturer's name or logo, city, state 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 & renews NOA # 08- 0477.03 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 Page 1 E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 08- 0477.03) 1. Manufacturer's die drawings and sections. Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 08- 0477.03) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL -3908, dated 10/09/03, FTL -3909, dated 09/26/03, FTL -3910, dated 09/30/03 and FTL -4287, dated 09/22/04, signed and sealed by Joseph Chan, P.E. and Test Report No. FTL -4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test No. FTL -5471, dated 01/24/08, per TAS 201/203 -94, issued by Fenestration Testing Lab, signed & sealed by Michael Wenzel, P.E. C. CALCULATIONS 1. Anchor verification calculation dated 01 -19 -09, complying w/ FBC 2007, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Calculations, and structural analysis, prepared by Al- Farooq Corporation, dated 04/16/08, signed and sealed by Dr. Humayoun Farooq, P.E.(file # 08- 0477.03) 3. Glazing complies with ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "Ed. DuPont DeNemours" for "Sentry Glass ® Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus ", expiring on 01/14/2012. F. STATEMENTS 1. Statement letter of compliance w/FBC -2007, dated Jan 19, 2009, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of compliance and of no financial interest, dated 01/19/09, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Statement of Lab compliance, part of above test reports. G. OTHER 1. This NOA revises & renews NOA # 08-0477.03, expiring March 18, 2014. 2. Previous related NOA(s) are NOM 06- 0606.02 and 04-1117.051st,u Isle q I. Chanda, P. E. Product Control Examiner NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 E -1 6' MAX. HEAD /SILL CORNERS 192' MAX. 15' MAX. HEAD /SILL DOOR WIDTH CLUSTER OF ANCHORS AT HEAD /SILL (STILE LOCATIONS) SEE DETAIL ON SHEET 3 i = a i m l a > . V PAN0. HEIGHT 8 9 3 / 4 " W1 g c G O V i SERIES -4000 ALUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS. TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 49 1/16" MAX. PANEL WIDTH TYPICAL ELEVATION TESTED UNIT PRODUCT RENEWED aseo RP,Wwi with the Florida Rafts Code Aumptanoo Expiration Date .12/0 "07 liy It t,., 1. L,A N Mlaml Dade'rodaU Comae Dhblota Env: LAN. HUMAYOLN TAR000 DOORS GLAZED WITH LAMINATED GLASS RATED FOR STRLCTURdS LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. TLA PE y 16557 C.A.M. 3536 3 0 E� a 1 A 04 b!i o B B S S 0 S 4 8 js L —1 drawing no W03 -100J a11 eel I or 8 sheet 2 of 8 ) 3/18" H.S. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/18" H.S. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' XO (SHOWN) OX XX a 3/18' H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 3/18" H.S. GLASS SILICONE DOW CORNING 795 OXO (SHOWN) XXX GLASS TYPE 'B' -o 4- 5/32" HEAT STREN'D GLASS .090' INTERLAYER ' DUPONT BUTACITE PVB' 1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 795 GLASS TYPE 'C' SEE SHEET 3 FOR XO OR XX DOORS WITH HEAVY REINFORCING DESIGN LOAD CAPACITY - PSF (ALL CONFIGURATIONS SHOWN ON THIS SHEET) GLASS TYPES 'A', 'B' OR 'C' PANE, WIDTH Kamm wows DOOR HEW clans NO REINFOR'G MEDIUM REINFOR'C HEAVY REINF'G EXT. ( +) INT. ( -1 EXT. ( +) INT. ( -) EXT. (+) INT. ( -) 30 38 42 48 54 80 70.0 80.0 70.0 80.0 70.0 80.0 ' 70.0 80.0 70.0 80.0 70.0 80.0 - - 70.0 80,0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 30 38 42 48 98 - - 70.0 80.0 70.0 80.0 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 - 4- b XXX (SHOWN) OXXO APPROVED CONFIGURATIONS XOXXOX (SHOWN) 4- 4- XXXO(SHOWN XXXX USE SCHEDULE 'A' (SHEET 3) FOR ANCHORS ON ALL SIXES THIS CHART. PRODUCT RENEWED as complyhm With Cade BalOWs Mina= No Esplowton Datt cf Division NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Saga OR. HUUAYOUN FA1000 STRUCTURES FLA. PE / 18557 CAN. 3538 JAN 3 0 2009 V s S 0 E B a A drawing no. W03 -100 CLUSTER OF ANCHORS SEE DETAIL BELOW 31 3/8" O.L. OPO. 37' 31 3/8' PANEL WIDTH D.L OPO. 37' PANEL WIDTH TYPICAL El EVATION o- XO OX APPROVED CONFIGURATIONS SEE SHEET 2 FOR DOORS WITH MEDIUM OR NO REINFORCING DESIGN LOAD CAPACITY - PSF (OX OR XO ONLY) GLASS TYPES 'A' OR 'B' SUBSTRATE SCHEDULE 'A' HEAVY REINF'G (SEE DETAIL SHEET 5) PANEL WIDTH DOOR HEIGHT SCHEDULE 'A' SCHEDULE 'B' INCHES FIENFS EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 30 HEAD 80.0 103.0 80.0 103.0 38 BLOCK 80.0 103.0 80.0 103.0 42 80 80.0 103.0 80.0 103.0 45 80.0 103.0 80.0 103.0 30 98 80.0 103.0 80.0 103.0 38 80.0 99.9 80.0 103.0 30 100 80.0 103.0 80.0 10.3.0 38 80.0 95.0 80.0 103.0 THE SHOWN EXT. ( +) LOADS REWIRE 3 -1/4" SILL HEIGHT (DTL. B1 ON SHEET 4). REDUCE EXT. ( +) LOAD CAPACITY TO +70.0 PSF IF 2 -1/2' SILL HEIGHT IS USED INT. ( -) LOADS REMAIN UNCHANGED. V 2" 8" RETAINING CLIP AT HEAD & SILL ANCHOR CHART SUBSTRATE SCHEDULE 'A' SCHEDULE '8' WOOD HEAD 1/4" ANCHORS 5/16" ANCHORS SILL 1/4' ANCHORS 1/4" ANCHORS JAMB 1/4' ANCHORS 1/4" ANCHORS CONCRETE HEAD I /4' ANCHORS 5/16" ANCHORS SILL 1/4" ANCHORS 1/4' ANCHORS BLOCK JAMB 1/4" ANCHORS 1/4" ANCHORS NOTE: ALL CUP ANCHORS m 1/4" DIA. (REM #10) MUWON ANCHORS - TO SMS (NO SHIM SPACE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 PRODUCT RENEWED who the Florida z 7 EnaraNw bete ' (y Division 1 1/2" 1 1/2" 2" 7" • >t - • •' •• EeSr. DR. HUMAYOUN rAR000 STRUCTURES FLA. PE 9 19597 C.A.N. 3938 JAN 3 0 2009 V z 0 0 iv UI V 8 0 s 8 8 I7 I drawing no. W03 -100 (sheet 3 of 8 3/4" MIN, TYPICAL ANCHORS IN PAIRS 1/4" ANCHORS USE SCH. 'A' 5/18" ANCHORS USE SCH. 'B' SEE ELEV. FOR SPACING 1BY WOOD BLACK as 0 TYPICAL ANCHORS 1/4' DIA. 3 PER CUP TYPICAL ANCHORS IN PAIRS 1/4" DIA, USE SCH, 'A' 5/18' DIA. USE SCH. 'B' SFE ELEV. FOR SPACING TYPICAL ANCHORS #12 5M5 OR GRADE 5 SOS 3 PER CUP TYPICAL ANCHORS 1/4' TEKS OR GRADE 5 SOS 3 PER CUP e HIGH STRENGTH GROUT NOT BY E.S. WINDOWS MUST TRANSFER SHEAR WI LOADS TO STRUCTURE .CAL ANCHORS IN PAIRS 1/4" DIA. SEE ELEV, FOR SPACING MIAMI -DADE COUNTY APPR'D MULLION STEEL m 1/8" IRK. MIN. ALUMINUM m 1/8" THK. MIN. (8083 -TO) SEE SEPARATE NOA TYPICAL ANCHORS IN PAIRS #12 5M5 OR GRADE 5 SOS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 1/4' TEKS OR GRADE 5 SOS E ELEV. FOR SPACING METAL STRUCTURES ;a TYPICAL ANCHORS 1/4" DIA. 3 PER CUP ANCHORS IN PAIRS 1/4' DIA. SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE O.EV. FOR SPACING 1/4° OR 5/16° DIA. ULTRACONS BY 'ELCO' (F6-177 KS1, Fy.1 SS KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN, EMBED INTO CONC. OR MASONRY 1/4° DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 cos) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 SMS OR a_ELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) MIN. EDGE DISTANCES INTO CONCRETE AND MASONRY 2 -1/2" MIN. INTO WOOD STRUCTURE = SEE DETAIL (A) INTO METAL STRUCTURE = 3/4° MIN. CONCRETE re = 3000 PSI MIN. MASONRY Pm = 1500 P51 MIN. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES; W1 = 1 -3/4° WEEP NOTCH AT EACH END W2 = 3/4" WEEP NOTCH AT EACH END W3 = 3° X 1/4° WEEP HOLES AT 2" FROM EACH END PRODOCPRENEWED comP13611w1th the Nad s Biddies Cade E$6adss Date EAgr: DR. HJM4 FM STRUCTURES FLA. PE 8 16557 CAN. 3538 —� N 3 0 2U09 i z 9, 0 n m v S a B U ti _ 4 k drawing no. W03 -100 (sheet 4 of 8) (sheet 5 of 8 ) 2BY WOOD BUCK ©FO. PANEL ON OUTSIDE TRACK 1/4' MAX. #10 X 1/2' PH SMS 2/ CLIP OPTIONAL TYPICAL ANCHORS IN PAIRS 1/4" DIA SEE ELEV. FOR SPACING METAL FO. PANEL ON C' INSIDE TRACK 1/4' MAX. SHIM D.L. OPO DOOR WIDTH 0 mum pin Al 0 PANEL WIDTH D.L. OPG. O TYPICAL ANCHORS IN PAIRS I/4' DIA. © SEE ELEV. FOR SPACING I/4' SHIM MAX. 1 ii,_, 1 I. 1 I rn�-I INTERLOCK STILES TYPICAL ANCHORS IN PAIRS 1/4" DIA. SEE ELEV. FOR SPACING SCREEN OPTL - - -- ASTRAGAL STILE EXTERIOR DOOR WIDTH HEAVY REINFORCING AT INTERLOCK & ASTRAGAL STILES D.L. OPG. 1/4" MAX. SHIM PANEL. WIDTH 0 Fax. (303) 249 -0842 TYPICAL ANCHORS IN PAIRS 1/4" DIA. SEE ELEV. FOR SPACING SCREEN OPTL DOOR WIDTH Engn MA. HUMAYGUN FX43C0 STRUCTURES Fu PE / IBSST CAN. 3538 JAN 3 0 2009 PRODUCT RENEWED epl with ttn f1BF41A Amptuee No, -. • ,n07 Esphitlos Due /5 0 v Mac 8 S a S 4 I drawing no. W03 -100 ■ ASTRAGAL STILE SCREEN OPTL - - -- MEDIUM REINFORCING AT EXT. INTERLOCK & ASTRAGAL STILES ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 E5- 4001 -1 1 FRAME HEAD 6083 -T6 - 2 ES- 4002 -I I STD. FRAME SILL 6063 -T6 - 2A - 1 HI -RISE FRAME SILL 6063 -TB - 3 ES- 4003 -1 1 FRAME JAMB 6063 -TB - 4 ES- 4004 -1 2/ PANEL TOP AND BOTTOM RAIL 8063 -T5 - S E5- 4005 -I AS REOD. LOCK STILE 6063 -T5 - 6 ES- 4006 -I AS REOD. INTERLOCK 6063 -T5 - 7 ES- 4007 -1 AS ROOD. FEMALE ASTRAGAL 6063 -T5 - 8 ES -4008 AS REOD. TOP & BOTTOM RAIL STIFFENER 8063 -16 - 9 E5 -4009 2/ PANEL PANEL GUIDE (TOP ONLY) CELCON NOT SHOWN 10 ES -4010 2/ PANEL RETAINER CUP, 8" LONG 8063 -T8 - 13 ES -4013 AS REOD. GLAZING WEDGE - - 14 ES -4014 AS REDD. BOTTOM RAIL GLASS STOP NEOPRENE - 14A E5 -4019 AS ROOD. SILICONE STOP NEOPRENE - 15 W2324 INK AS REOD. STILE & JAMB WSTRIPPING - GLASS PANELS, ULTRAFAB 18 02684700 AS ROOD. TOP RAIL W"STRIPPNG - GLASS PANELS, ULTRAFAB 17 ES -4015 AS REOD. BOTTOM RAIL WSTRIPPING VINYL GLASS PANELS 19 #1051 -1/4" PH SMS 8/ PANEL PANEL. ASSY SCREWS - GLASS PANELS 18A #10X1" FH SMS 2/ CORNER FRAME ASSY SCREWS - - 20 TA -35 -1935 -4281 2/ MOV. PANEL GLASS PANEL ROLLER ASSY. ST. STEEL 1 -1/4" 0.0. WHEELS 21 #1061 -1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS - GLASS PANELS ONLY 23 2300 -MOSS 1/ MOV. PANEL MORTISE LOCK ST. STEEL - 24 - 2/ LOCK LOCK INSTALLATION SCREW - #8 -32 X 1/2' FH MS. ST. STEEL 25 537 1/ LOCK LOCK STRIKE PLATE PLATED STEEL - 26 #10 PH SMS 2/ LOCK STRIKE PLATE MOUNT. SCREW . - NOT SHOWN 27 #623Z 1/ LOCK INTERIOR AND EXTERIOR PULL - (3) #6 -32 X 1/2" FH MS, ST. STEEL 28 054028 AS ROOD. SILL RISER 6063 -T5 - 29 ES -4017 2/ PANEL FIXED PANEL CLIP (OUTSIDE PANEL) 6063 -T5 - 29A ES -4020 2/ PANEL • FIXED PANEL CLIP (INSIDE PANEL) 6063 -T5 FOR 050 DOORS 30 #10X1 /2" PH SMS 2/ CLIP FIXED PANEL CLIP FASTENER - - 31 - AS ROOD. 1/4" X 1 -1/2" REINFORCING BAR STEEL - 32 - AS ROOD. 1/2" X 1 -1/2" REINFORCING BAR STEEL. - 33 P38024FI( AS REOD. 3" LONG SELF ADHESIVE PILE PAD WOOL AT HEAD AND SILL 34 - 2/ SIDE BUMPON NEOPRENE - PRODUCT RENEWED cOmPA71115 withWeF7orlda Blain cod. EsobstRa AmPlanee No -e2/0.07 masithde Comm' t gr. I1R. HUMA OGO STRUCTURES FLA PEA 16557 C.AN, 3536 SCREEN OPTL» - -- NO REINFORCING JAN 3 0 2009 drawing no. W03 -100 h s eet 6 of 8 •10 2 sus PER LEG FIX. PANEL CUP FIX. X 2' X .040' ALUM ANGLE FIX. PANEL CLIP RE ANTEING X PER ASTRAGAL 3/4' X 2' X .080' TABLE ON SHEETS 2 & ALUM ANGLE g 0 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 1EL. (309) 26443700 FAX 1308) 2826978 • t •�� MJ �+" I1 " 111i FIIll �f Itil l g 1 ink 110 sus 2 PER LEG I,r' I I 1 1 1 I II I I X , O X 7f 1, ■ l I �.. moral Il�r�r� �r.�1� r"`R� Ir E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI. FL. 33166 TEL (305) 249 -0840 FAX (305) 249 -0842 + r'T� O O O I I p I, I II I i , M' FIX. PANEL CLIP` 3/4'X2' %.040' ALUM ANGLE #10 sMS 2PER LEG 0 f" f X 0 X descnotion 111 2 Q 4 8 �� V taP7MINIO memill 1111Mmolli - _ ____ i t�I 11.ia� "@4C� Re-Y,, x.rk L �= rf7i., aaEi d �B o r ONO O O O I-Mill - - . 44 a 3 �!; ' F N xoxxox CONFIGURATION mum. �alveweo OR. U 1 un F I OR. HGMAYOUN FAR000 STRUCTURES CAN. SsJB • as complying NOV ISO Florid* Bolding Code ih. drawing no. W03 -100 DIM= JAN 3 0 209 (sheet 7 of 8) 4.249 1.250 1.124 2.890 1.530 1.812 4.311 FRAME HEAD 2.875 O LOCK STILE 2.750 1.875 .082 L_ J; .125 r STEEL CHANNEL ASTRAGAL REINFORCING 1.317 O RAIL STIFFENER 2.499 1.374 j .436 1.374 FRAME TOP CORNER 3.313 1.610 3.155 1.879 PANEL TOP /BOTTOM RAIL O FRAME JAMB 1.812 1.812 ASTRAGAL 2.500 sm. 3.500 HI -RISE 2.250 FRAME SILL 26 SILL RISER -1 .875 2.183 FRAME BOTTQM CORNER .125 1.500 2.035 2.248 PANEL CORNER Engr. H STRUCTURES FLA PE 9 19567 CAN. 3538 1.972 m v t. c B 8 S R 6 • 15 • T ) drawing no. W03 -100 (sheet 8 of 8 .418 10 RETAINER CUP SCREEN TOP /BOTTOM RAIL SCREEN STILE JAN 3 0 2009 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode ECO Window Systems, LLC. 745 W 18 Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: ECO -Guard Series -100 Aluminum Single Hung Window — L.M.L APPROVAL DOCUMENT: Drawing No. W09 -08, titled "ECO-Guard Series -100 Aluminum Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with no revision, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. 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 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION 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 shat be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 09- 0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 Page 1 ECO Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "ECO -Guard Series -100 Aluminum Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with no revision, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08- 2166A, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI 08- 2166C, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No HETI -08 -2168, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 53 -1/4" wide x 76 -1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2170, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. E -1 t 4/a /.' -3/ar? Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09 -0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 ECO Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 02/20/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of compliance, prepared by Al -Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. 2. No financial interest letter, prepared by Al- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. 3 i s �09 • Carl Utr era, P.E. Product Control Examiner NOA No. 09- 0224.07 Expiration Date: April 08, 2014 Approval Date: April08, 2009 E -2 53 1/8" 6' MAX, HEAD CORNERS FALSE HUNTINS (SURFACE APPLIED) OPTIONAL ECO —GUARD SERIES— 100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (14VFI2). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF 17-115 APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING 611T NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. WINDOW WIDTH 47 3/8' D.L.O. (FIX. LITE) 1 HEAD I I I I ,I ;I - . BJ D ,71, II /I/ 'ii - If 11 II n a I� lI U R II n 'I I © ii II NO ANCHORS AT SILL 47 3/8° D.L.O. (VENT) 50 3/16' VENT WIDTH EQUAL LITES 8' MAX. HEAD CORNERS FALSE 14UNTINS (SURFACE APPLIED) OPTIONAL TYPICAL ELEVATIONS TESTED UNITS 53 1/8' WINDOW WIDTH 47 3/8° rra‘u' D.L.O. (FI8. LITE) 12" MAX. HEAD u '1 1 n h I II II I , I , I n I I II I I II I U i:. II II 11 O II 1� II - NO ANCHORS AT SILL 47 3/8" D.L.O. (VENT) 50 3/18` VENT WIDTH UNEQUAL LITES (ORIEL TYPE) THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REOUIRED. DR. H ''A5000 S1RSCn1RES FLA. PE 16557 C.A.N. 3538 2 3 20M fA oq i 8 ti 8 L 7 n O �■ 1 g. N z •- W nz � ff c n .I s'sI �drawing no. W09 -08 sheet 1 of 6 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DINS. GLASS TYPE 'A' GLASS TYPE '8' WIDTH HEIGHT EAR.(+) INT.( -) EXT.( +) 1NT.( -) 19 -1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 28 -1/2" 75.0 80.0 75.0 90.0 32" 28 75.0 90.0 75.0 90.0 37" (3) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 90.0 48" 75.0 90.0 75.0 90.0 53 -1/8' 75.0 90.0 75.0 90.0 19 -1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 28-1/2" 75.0 90.0 75.0 , 90.0 32" 38 -3/8" 75.0 90.0 75.0 90.0 37" (3) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90,0 48" 75.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 75.0 _ -_90.0 19 -1/8" 75.0 90.0 75.0 90.0 24° 75.0 90.0 75.0 90.0 28 -1/2' 75.0 90.0 75.0 90.0 32" 50 -5/8" 75.0 90.0 75.0 90.0 37" (4) 75,0 50.0 75.0 90.0 40" 75.0 90.0 75.0 90.0 48" 75.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 75.0 90.0 19 -1 /8' 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0_ 28 -1/2" 75.0 90.0 75.0 90.0 32" 83" 75.0 90.0 75.0 90.0 37" (5) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 90.0 48" 75.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 75.0 90.0 19 -1/8" 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 '90.0 28 -1/2" 75.0 90.0 75.0 90.0 32" 79" 75.0 90.0 75.0 90.0 37" (6) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 90.0 49" 75.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 79.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER WIDTH EQUAL LITES UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) ANT.( -) EXT.( +) INT.( -) 19 -1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 28 -1/2" 78.0 90.0 75.0 90.0 32" 50 -5/8" 75.0 90.0 75.0 90.0 37" (4) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 90.0 48° 75.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 75.0 90.0 19 -1 /5" 75.0 90.0 75.0 90.0 24" 75.0 90.0 75,0 90.0 28 -1/2" 75.0 90.0 75.0 50.0 32" 83° 75.0 90.0 75.0 90.0 37" (5) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 90.0 48" - - 75.0 90.0 53 -1/8° - - 75.0 90.0 19 -1/8" 75.0 90.0 75.0 90.0 24° 75.0 90.0 75.0 90.0 28 -I/2" 75.0 90.0 75.0 90.0 32" 78" 75.0 90.0 75.0 90.0 37" (6) - - 75.0 90.0 40' - - 75.0 90.0 48" - - 75.0 90.0 53 -1/8" - - 75.0 90.0 1/8" HEAT STREN'D. GLASS 3/18° HEAT STREN'D. GLASS .090" LITERLAYER .090" INTERLAYER BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'DUPONT' I /B' HEAT STREN'D. GLASS 3/18" HEAT STREN "D. GLASS SIUCONE DOW 899 CLASS TYPE 'A' SILICONE DOW 899 GLAZING OPTIONS GLASS TYPE H' WIDTH UNEQUAL LITES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Env: DR. HUMAYOUN 1'AR000 51RUCT1A8:5 FLA. PE v 18557 C.A.N. 3038 2 9 2009 0 n u i 9 k I_ drawing no. W09 -08 sheet 2 of 6 /. 1/ / UNEQUAL LITES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Env: DR. HUMAYOUN 1'AR000 51RUCT1A8:5 FLA. PE v 18557 C.A.N. 3038 2 9 2009 0 n u i 9 k I_ drawing no. W09 -08 sheet 2 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1-7-71 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLON & MULLION ANCHORS SEE SEPARATE NOA D BUCK OR WOODS RE TYPICAL ANCHORS,\ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYP CAL ANCHORS; SEE ELEV. FOR SPACING 1 /4" DIA. TAPCON BY 'ITW' (Fu -120 KSI, Fyd92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1 B BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/2" MIN. EMBED INTO CONC. OR MASONRY 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE A CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J1 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Pa = 3000 PSI MIN. MASONRY I'm = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WIT JOINT SEALER. Eng., O.T. HUMAYOUN FAR000 STRUCTURES FLA. PE 0 19557 CAN. 39.79 AWE ab `,fief 0 I drawing no. W09 -08 Leheet 3 of 6 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM MIAMI -DADE COUNTY APPROVED MUWON SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH VENT WIDTH WINDOW WIDTH ITEM # PART 9 REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 FY101 1 FRAME HEAD 6083 -T8 - 2 FY115 1 FRAME SILL 6083 -T6 - 3 FY103 2 FRAME JAMB 6083 -TB - 4 FY104 1 FIXED MTG. RAIL 6083 -T6 - 5 FY105 1 VENT TOP RAIL 8083 -T6 - B FYI14 1 VENT BOTTOM RAIL 6063 -T6 - 7 FY107 2 VENT SIDE RAIL 6063 -TB - a FY108 AS ROD. GLAZING BEAD (5/18' LAM. GLASS) 6063 -T6 - 8A FY109 AS ROD. GLAZING BEAD (7/18' LAM. GLASS) 8063 -TB - 9 FY118 2 /VENT SASH STOP 8083 -T5 - 12 SL203P 2 /VENT SWEEP LATCH, AT 12 -1/2' FROM ENDS ZAMAK SULLIVAN & ASSOC. 12A p8 X 5/8' 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS 14 #8 X 1' AS REDO. FRAME & VENT ASSEMBLY SCREWS CRS PH SAS I 4A #8 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS 15 E207 AS REQD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB 16 6203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 18 W23181 AS REGD. FIN SEAL W'STRIPPING - ULTRAFAB 19 FY117 4/ WENT SASH GUIDE CELCON M&M PLASTICS 19A #8 X 3/8' 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SUS TYPE B 20 F210 2 /VENT SASH BALANCE - SUPERBOOST BY 8S1 20A #8 X 5/8' 1/ BALANCE BALANCE INST. SCREW - P FH SMS 21. - AS RECTO. GLASS SPACER SIUCONE FRANK LOWE 22 - 1 5/18" BOX SCREEN - OPTIONAL 23 FY120 - FLUSH FRAME ADAPTER 6063 -T8 OPTIONAL 1/4" MAX. SHIMS WOOD /w000 smart, SCREEN OPTIONAL 4D 0 EXTERIOR D.L. OPG. WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY II WOOD BUCKS 4 p Eri9r. D# STRUCTURES FARO= FIA FE l 16557 CAN. 3538 3 3 N W N w '• 57 Z 3 t2 O - W NX 1110 EINE 1 a ■ k 8 [drawing no. W09 -08 sheet 4of 6 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Eno% OR. HUMAYOUN FAR000 STRUCTES RA. Iw 6537 CAN. 3518 • OP 6 1 8 8 C 0 c_ I s I a drawing no. W09-08 sheet 5of 6 • 0 FRAME HEAD l0 FRAME JAMB 1.376 1.422 ® FIX. MEETING RAIL VENT TOP RAIL 1.434 -1 1.067 . .062 1.140 .621 0 VENT SIDE RAIL 2.027 2.773 1.929 1.140 © VENT BOTTOM RAIL FLUSH FRAME ADAPTER FRAME CORNERS DETAIL VENT CORNER DETAIL F gg co 0 8 8 C 8 I drawing no. W09 -08 (sheet 6af 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} ECO Window Systems, LLC 745 West 18th Street Hialeah, FL 33010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: " Eco-Guard Series -200 " Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco-Guard Series -200 Aluminum Horizontal Rolling Window (L.M.L) ", sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated 04/17/2009 prepared by Al- Farooq Corp., signed & sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LIMITATIONS: Miami Dade County Product Control Approved Shutters Or Protection Devices Are Not Required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27 /2009 /Z,Vtoet? Page 1 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling Window (L.M.I.)' , sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated 04/17/2009 prepared by Al- Farooq Corp., signed & sealed by Arshad Vigar, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 along with marked -up drawings and installation diagram ofXOX 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. 2. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram of 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. 3. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram of 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. 4. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 5. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 6. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. H y A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09 -0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 E -1 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 0 &2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 8. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX 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. C. CALCULATIONS 1. Comparative analysis and Anchor verification calculations and structural analysis, complying with FBC- 2004/2007, sheets G -1 to G -2, CR -1 to CR -27, DC -1, TR -1 to TR -5, Ca -1 to CA -26, GL -1 to GL-3, A -1 to A-4, R -1 to R -3, prepared by Al- Farooq Corporation, dated 03/02/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTME1300- 02/04. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS I. None. F. STATEMENTS 1. Statement letter of conformance, dated April 28, 2009, signed and sealed by Arshad Vigar, P.E. E -2 A�- y A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09-0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 72" 3 1/2" MAX. WINDOW WIDTH 4" HEAD /SILL CORNERS I j�-�- I HEAD /SILL CORNERS VENT HEIGHT 55 7 /B° CC) 6 0 1 II - +____4_ I ,, �� - -r-. -j7- ,L _/-/ -1___ 1 ED '1 _ ____4_ �, E _ —L ��1__- --t./-n- ,,,,-..41._-, u ii II II 0 11 IK1...=4= FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 31 1/4" 32 3/4" D.L. OPG. 35 3/8" D.L. OPG. ECO -GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME. INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 3 1/2" MAX. HEAD /SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) MAY BE U TYPICAL ELEVATIONS 111" WINDOW WIDTH 4" 10 S /8" MAX. (A) 1 I j�-�- I HEAD /SILL CORNERS / _--r. _-_i II n /II iII 1r -_ 1 i / i I /, I // I -_--1_-- / � /./ ./ I I I 32 3/4" D.L. OPG. 38 7/8" VENT WIDTH 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREW!). GLASS .090" INTERLAYER .090" INTERLAYER BUTACITE PVB BY 'DUPONT SENTRYGLAS PLUS BY 'DUPONT" 1/8' HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'A' SILICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'B' GLAZING OPTIONS I 1 32 3/4" D.L. OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. Env, ARSHAD HOAR CML FLA. PE t_30583 CAN. 3538 APR 2 4 2009 Z OE 2 X1/1 m O V d tri No I—M 6', Z r 3 to 0) 0`, N Zx 0 B C F 8 8 drawing no. W09 -12 (sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (00, OX OR XX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 28-1/2" 4 70.0 80.0 80.0 90.0 37" 26" 4 70.0 80.0 80.0 90.0 53 -I /8" (3) 6 70.0 80.0 80.0 90.0 74" 38_3/8• 8 70.0 80.0 80.0 90.0 26 -1/2° (3) 4 70.0 80.0 80.0 90.0 37" 38 -3/8" 4 70.0 80.0 80.0 90.0 53 -1/8' (3) 6 70.0 80.0 80.0 90.0 74' 50 -5/8" (4) 8. 70.0 80.0 80.0 90.0 26 -1/2" 83" 4 70.0 80.0 80.0 90.0 37" 50 -5/8" 4 70.0 80.0 80.0 90.0 53 -1/8" (4) 6 70.0 80.0 80.0 90.0 74° 24" 8 70.0 80.0 80.0 90.0 28 -1/2" (2) 4 70.0 80.0 80.0 90.0 37" BJ 4 68.9 77.5 80.0 90.0 53 -1 /8' (5) 8 70.0 70.0 80.0 90.0 74' 38" 8 70.0 70.0 80.0 80.4 24" (3) 4 70.0 80.0 80.0 90.0 38" 38" 4 70.0 80.0 80.0 90.0 48" 24 8 70.0 80.0 80.0 90.0 80" (2) 8 70.0 80.0 80.0 90.0 72" 8 70.0 80.0 80.0 90.0 24' 48" 4 70.0 80.0 80.0 90.0 36" (4) 4 70.0 80.0 80.0 90.0 48' �3) 6 70.0 80.0 80.0 90.0 60" 8 70.0 80.0 80.0 90.0 72" 80" 8 70.0 80.0 80.0 90.0 24" (5) 4 70.0 80.0 80.0 90.0 38" 4 70.0 80.0 80.0 90.0 48' i4) 6 70.0 80.0 80.0 90.0 80" 8 70.0 80.0 80.0 90.0 72" 8 70.0 80.0 80.0 90.0 24" 4 70.0 80.0 80.0 90.0 38' 4 70.0 80.0 80.0 90.0 48" �) 8 70.0 70.0 80.0 90.0 60" 6 70.0 70.0 80.0 90.0 72" 8 70.0 70.0 80.0 87.8 A o NO. OF ANCHORS PER HEAD & SILL O = NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS "XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 9/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE '8' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 74" 9 70.0 80,0 80.0 90.0 108 -1/4" (3) 12 70.0 80.0 80.0 90.0 111" 12 70.0 80.0 80.0 90.0 74" 38_3/8• 9 70.0 80.0 80.0 90.0 108 -1/4" (3) 12 70,0 80.0 80.0 90.0 111" 12 70.0 80.0 80.0 90.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0 108 -1/4" 50 -5/8" (4) 12 70.0 80.0 80.0 90.0 Ill" 83" 12 70.0 80.0 80.0 90.0 74" (5) 9 70.0 70.0 80.0 90.0 108 -1/4" fig) 12 70.0 70.0 80.0 82.6 111" 24" 12 70.0 70.0 80.0 80.4 72" (2) 9 70.0 80.0 80.0 90.0 84" 24' 9 70.0 80.0 80.0 90.0 98" (2) 12 70.0 80.0 80.0 90.0 108' 38" 12 70.0 80.0 80.0 90.0 72" (3) 9 70.0 80.0 80.0 90.0 84" 38" 9 70.0 80.0 80.0 90.0 98" (3) 12 70.0 80.0 80.0 90.0 108" �4) 12 70.0 80.0 80.0 90.0 72" 9 70.0 80.0 80.0 90.0 84" 48" 9 70.0 80.0 80.0 90.0 98" (4) 12 70.0 80.0 80.0 90.0 108' 12 70.0 80.0 80.0 80.0 72" 9 70.0 70.0 80.0 90.0 84" 80" 9 70.0 70.0 80.0 90.0 98' (5) 12 70.0 70.0 80.0 90.0 108" 12 70.0 70.0 80.0 87.8 A o NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB (1 /39) 4 (1 /3W) (1/38) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 9/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE '8' WIDTH HEIGHT EXT.( +) INT.( -) EXT.(+) INT.( -) 74" 9 70.0 80.0 80.0 90.0 108 -1/4" (3) 12 70.0 80.0 80.0 90.0 111' 12 700 80.0 80.0 900 74" 38 9 70.0 80.0 80.0 90.0 108 -1/4" -3/8" (3) 12 - - 80.0 90.0 111" 12 - - 80.0 90.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0 (4) 74° 83" 9 70,0 70.0 80.0 90.0 (5) 72" 9 70.0 80.0 80.0 90.0 84' 24" 9 70.0 80.0 80.0 90.0 98" (2) 12 70.0 80.0 80.0 90.0 108" 12 70.0 80.0 80.0 90.0 72" 9 70.0 80.0 80.0 90.0 84" 38" 9 70.0 80.0 80.0 90.0 96" (3) 12 70.0 80.0 80.0 90.0 108° - - 80.0 90.0 72° 9 70.0 80.0 80.0 90.0 84" �4) 9 70.0 70.0 80.0 90.0 96" 12 70.0 70.0 80.0 90.0 72" 80' 9 70.0 70.0 80.0 90.0 (5) A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB (1/4W) 4 (1 /2W) (1� /4W) CP OPERATING VENTS TO BE 1/4 OF THE WINDOW MOTH 'XOX' ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL. (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. 91 4mml6YtagwItb �0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Env MSHAO NOM FLA. CML PE 3W 3 C AN. 39]8 APR 2 4 2009 6 2 c 0 I m 0 ,9: 9 a 3 drawing no. W09 -12 (sheet 2 of 7j 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING P ° MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYP CAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: TYPICAL ANCHORS; SEE ELEV. FOR SPACING W1 = 3/8" X 2 -1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 1/4" DIA. TAPCON BY .ITW' (Fu -120 NSI. Fy -92 KW) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4° DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE Fe = 3000 PSI MIN. MASONRY Fm = 2000 PSI MIN. as complying with Um TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. W09 -12 (sheet 3 of 7 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. TYPICAL ANCHORS •SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. VENT WIDTH VENT WIDTH 1/4" MAX. SHIMS D.L OPG D.L OPG. WOOD 61T WOOD STRUCTU - - -- SCREEN OPT - SCREEN 0 D.L. OPG. EXTERIOR MIA19 -DADE COUNTY APPROVED MUWON SEE SEPARATE NOA XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH WINDOW WIDTH I o WOOD BUCKS v p Po TYPICAL ANCHORS SEE ELEV. FOR SPACING En4r. ARENAS MOM Cwt FLA. PE 138895 CArn`NAL'.' 38 APR 2 4 2009 =edosesoptylugwith de CedB 20 V z g 5 ii I drowing no. W09 -12 (sheet 4 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT, ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTEE S4 VTQAR FLA PE f 3N0R3 CAN. 3535 APR 2 4 2009 =r1 as complying with thl .'!' ICIFi1![T 8 0 v FAX (305) 261 -2539 A c :w 0 ys a 8 drawing no. W09 -12 (sheet 5 of 1) . 2.750 1.067 3/16' ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARKS r V' _- J p 1 2 FY201 1 FRAME HEAD 6063 -T5 FY202 I FRAME SILL 6063 -T5 - -�- .715 3249 .813 .500 I d AL- FAROOQ CORPORATION 1 ENGINEERS & PRODUCT DEVELOPMENT 12RA S.W_ 87 AVE ( COAMP- ANL \W01 r ¢f t B L �°' I _ 3 4 5 6 FY203 FY205 I SILL TRACK INSERT 8063 -T6 - i___... � l°1 VENT .062 1,140 -^I TOP /BOTTOM 1.434 813 6 j I- RAIL N ff � 4 AS REOD. NOV. FRAME JAMS 6063 -T6 .082 1.718 _ FYI01 AS REOD. FIXED FRAME JAMB 6063 -T6 - 12 /_ ` STEEL REINFORCING FY104 1/ VENT FIXED MTG. RAIL 6063 -TB - FYI05 1/ VENT VENT INTERLOCK 6063 -16 - 8 FY206 1/ VENT JAMB STILE 6063 -T6 - 9 10 11 12 13 FY107 2/ VENT TOP AND BOTTOM RAIL 6063 -T6 - 2.095 - 1.250 FY108 AS REDD. GLAZING BEAD 6063 -T6 - ,519 T----- .719 - - I °I - AS REDO. REINFORCING BAR STEEL O1 1.f 40 -1--- FRAME HEAD 1.810- - FY204 AS RE00. AS RTEOD. REINFORCING BAR ADD -ON SILL RISER STEEL - 045 .803 6063 -T6 USE AS REDD, 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON 1.140 ,21: 1� 1 2.246 062 1 047 15 FY209 2/ VENT ROLLER BRASS 1.140 1.610 10 GLAZING BEAD 16 FY210 2/ VENT ROLLER RN ST. STEEL 17 98 X t' AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS T 18 g8 X 3' 2/ VENT' FIX. RAIL SILL SCREWS (SILL END) CRS P.H. S SW 1(ECO-GUARD SERIES-2W ALUM HUM ROWNG WOW. (LW.)) ECO WINDOW SYSTEMS. LLC. 745 WEST 18TH STREET HIALEAH, FL. 33010 TEL (305) 261 -2223 FAX (305) 261 -2539 0 - 1.344 - JAMB STILE 19 W23181 AS REDD. FIN SEAL WSTRIPPING - ULTRAFAB .813 L 3.876 .078 1.058 2.501 .500 20 03007190 AS REOD. BULB SEAL 0 -LON SCHLEGEL 21 E207 AS REDD. BULB SEAL SANTOPRENE ULTRAFAB 22 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB I�°- -2.083 1.250 - 23 - AS REOD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULUVAN & ASSOC. _ 25 B8 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 1,140 .062 1 D 1.310 26 WA2L 2/ WDW. WEEP VALVE PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 FYI20 FLUSH FRAME ADAPTER 6063 -T6 OPTIONAL O Approval's 411mPtilaSw>mi °."' 2190' - �y�nr Wand ..... / _, L1.344 MEETING RAIL 2.750 O2 FRAME SILL 2.198 1.314 .250 ill S„I„ C1..1 1.422 '�;p`' '_92 - .062 .340 fLT JL. ,312 .062 U SILL TRACK Q 1.375 FIXED MTG. RAIL .900 1.187 .750 2.750 .062 2.812 2.812 .082 2.750 a g _•-• k Env: SHA VXIAR FLA. PE j 38863 G.A.N. APR 24 2009 2.8e� .062 ^r -�I Ik 0 NOV. •874 F� -1.687 FRAME JAMB drawing no. W09 -12 0 FIXED k- .969^. - I.688 -^ FRAME JAMB 2.611 0 FLUSH FRAME ADAPTER (sheet 6 of 7) i VENT TOP /BOTTOM CORNER$ FIXE • MTG. RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER agoPlyiagwilh W Raids... Pr_k". -. • Engn *MAO VIQAR CML FLA. PE g 38583 CC�AN. 3538 V' APR 2 4 2009 U 5 b drawing no. W09 -12 sheet 7 of 7