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WS-10-1159Inspection Number: INSP- 146823 Permit Number: WS -6 -10 -1159 Scheduled Inspection Date: August 03, 2010 Inspector: Bruhn, Norman Owner: PREGO, MARTIN Job Address: 280 NE 107 Street Project: <NONE> Contractor: DAVID ZADEN Building Department Comments REPLACE WINDOWS AND DOORS WITH IMPACT PRODUCTS Passe �� /6) Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments �t✓ August 02, 2010 Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (954)786 -8525 Parcel Number 1122310130460 Phone: (954)786 -8525 Page 10 of 31 BROWARD cowing LOCAL. BUSINESS TAX RECEIPT 115 S. Andrews Ave, Rm, A480. Ft. Latsciehists, FL 333D1-15 —9&t-831-4000 VAUD OCTOBER 1. 2009 THROWN SEPTEMBER 30, 2010 Milplores* Wahine* ----- "" — WV&oete ilabilirm PIM Am ofiNatdditiose • Voacome THISRECEIPT MUST al POSTS) CONSPICuOUSLYIN YOUR PLACE OF BUSINESS mkt ugosievit0 flare. f doiRabaeklesa kawatantOtainty end is i non-niplatery In NW* You V1W1nt 3 CatertraneVat Minttsidy pialmitea • Ind aoningf reguksaterstallgeriltelnses Tex Reath* maths tetesatorett Man tte buena* ,sokt. Wiliness none has ehanosd Or you' tawa mo tits Minos Idealism rs* itose'not lettlitid,e that tea tatebstal Wept set* ii cmptIenss‘vittigiets or:Int*SenesoutestalAtions, Reciapt ft: 140-332 Bus hums Typii: anaartAi, CONTRACT= Mgt NACTIM Bustemass Opaned; L2 f1fi.993. StidaiCaunty/CoattRog: COCO 9-7 2 ti Eiatigrib Irk We: NORECEMPT ACO 35: • Natiett "diteme. Ibtp Otis „I . .1• „,! " • /41 01 r4 •*, • • , • • t ** '.. ?.*.!'517.f.6 .t 7/2/2010 2:35 PM FROM: 954-786-8554 Niki Ryan TO: 305-756-8972 PAGE: 001 OF 001 • 2 0 2 404igRAGi. '`?.•" " i• • • •• • ••• d •":•• • - .• .1 • 4:: , •.' .; • „ 0 • 4 4: ••••• A' • ' • ' • 1' ...4410,ft■etts, twin 9,10.4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. pdb LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MA IDDI bAr (MW LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY X OCCUR CL100302047 03/24/10 03/24/11 EACH OCCURRENCE $ 300 , 000 PREMISES (Ea occurrence) $ 100,000 CLAIMS -MADE MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 300,000 GENERAL AGGREGATE $ 600,000 GENT. AGGREGATE LIMIT APPLIES PER: I POLICY n J P E R n LOC PRODUCTS - COMP /OP AGG $ 300 , 000 $ AUTOMOBILE LIABILfY ANY AUTO ALL OWNED AUTOS SCI-EDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE REIENTION $ $ $ W4AtKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes. describe under DESCRIPTION OF OPERATIONS below N 1 A WC STAIU- OIH- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule. H more apace le required) Contractors Executive Supervisor Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores FL 33138 MIASHOR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE DATE (MMIDDIYYYY) 1 CERTIFICATE OF LIABILITY INSURANCE OP ID BC , 07/08/10 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMP RTANT: If the certificate holder Is an ADDITIONAL INSURED, the poucy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER TCC Associates, Inc. PO Box 11975 Fort Lauderdale FL 33339 -1975 Phone:954 -565 -1117 Fax:954- 565 -1131 INSURED David N. Zaden dba Zaden Construct on 1749 NE 26 St, F Wilton Manors 33305 l.ultl IAl.l NAME: PHONE (A/C, No Ext): t -MAIL ADDRESS: l'HODUt.att CUSTOMER ID* ZADC' N -2 IAx (A/C, No): INSURER(S) AFFORDING COVERAGE INSURER A: ESSeX Insurance Company INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : NAIL S COVERAGES CERTIFICATE HOLDER ACORD 25 (2009/09) CERTIFICATE NUMBER: CANCELLATION The ACORD name and logo are registered marks of ACORD REVISION NUMBER: © 1988-2009 ACORD CORPORATION. All rights resery THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OF OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. DATE(MM/DD/YY) 07/08/2010 INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS INSURER 0: INSURER C: GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY INSURER E: EACH OCCURRENCE $ FIRE DAMAGE (Any one fire) $ CLAIMS MADE, OCCUR MED EXP (Any one Person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE •$ GEN'L AGGREGATE UMIT APPUES PER nPOUCY TIPROJECT 17= PRODUCTS • COMP/OP AGO - $ AUTOMOBILE _^ _ — _ LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS • COMBINED SINGLE UMIT (Ea accident) $ BODILY INJURY p erson) $ $ BODILY INJURY (Peraccitlant) PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY lAN? AUTO AUTO ONLY -EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY OCCUR III CLAIMS MADE R DEDUCTIBLE RETENTION $ • EACH OCCURRENCE $ AGGREGATE $ $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LABILITY ANY PROPRIETOR 1 PARTNER 1 EXECUTIVE OFFICER / MEMBER EXCLUDED? It yes, describe under SPECIAL PROVISIONS below WC201000001 - 07/01/2010 01/01/2011• WC STATU- X TORY LIMITS OTHER E.L EACH ACCIDENT $ 1,000,000 E.L DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE- POLICY UMIT $ 1,000,000 OTHER D°_SCRIPTIOIJ OF OPERATIONS 1 LOCATIONS I VEHICLES / EXCLUSIONS ADDED BY E DORSEMENT 1 SPECIAL PROVISIONS EFFECTIVE 05/12/2004, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO ZADEN CONSTRUCTION, INC. '(O _TENT) FOR WHCM THE CLIENT IS REPORTING HOURS TO FRANKC RI IM (:OVERAGE IS NOT EXTENDED TO STATUTORY , E 7 .1PLOYEES. DAVID N. ZADEN IS INCLUDED IN THE COVERAGE. - CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YY) 07/08/2010 PRODUCER Serial # 172680 FRANKCRUM INSURANCE AGENCY, INC. 100 S. MISSOURI AVE. CLEARWATER FL 33756 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NA1C# INSURED FrankCrum 1-800- 277 -1620 100 S MISSOURI AVENUE CLEARWATER FL 33756 INSURER A: - FRANK WNSTON CRUM INSURANCE, INC. 11600 INSURER 0: INSURER C: INSURER D: INSURER E: MIAMI SHORES VILLAGE ATTN: BUILDING DEPARTMENT 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE CERTIFICATE HOLDER CANCELLATION -7 A BUILDING PERMIT APPLICATION FBC 2004 City (1) o pn) S In arcs State F L Tenant/Lessee Name ❑Addition ['Alteration G� L2. avot Type of Work: Describe Work: Miami Shores Village Building Department BY: f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Buildi Roofing Owner's Name (Fee Simple Titleholder) M (X{ +1 ft's. 0 Phone # 9s 1 8 b 8 52.5 Owner's Address 2 S 0 f 4 ) O 1 S t r - Master Permit No. Zip 331 tid 1 Phone # Permit No. v\IS l0'U Job Address (where the work is being done) 2.% 0 tS S o1 City Miami Shores Vill. • e County Miami -Dade Zip 1 Lo 1 FOLIO / PARCEL # 2z. 3 1— 0 i 3— 0 41,9 0 Is Building Historically Designated YES NO� Contractor's Company Name v/ t d Zak e v Phone # cl1SM 8 (. 851-5 Contractor's Address '1 1 4 q N E 2.4 S 1. City F State f \.,. Zip 331 a � Qualifier Name '1)0v/ j d1 - 2. ► Phone # State Certificate or Registration No. C 6 C.43'4 q 12to Certificate of Competency No. Architect/Engineer's Name (if applicable){ p, yl IC. no r4 o Phone # ' 9 "594 - 0 1, l.. D � pGEEIII�/FSf� JUN 2 2 200 �� Value of Work For this Permit $ 1 1 S' 0U Square / Linear Footage Of Work: ['New /r1 Repair/Replace ❑ Demolition ow.d MY'S w 4-h i aletrai Submittal Fee $ Permit Fee $ 7 c/6360 CCF $1 CO /CC Notary $ ` Training/Education Fee $ • 40 Technology Fee $ 9 Scanning $ I 03 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ gag 'z..0 See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signatures �� Owner or Agent The foregoing instrument was acknowledged before me this 21 day of 5wn¢- , 201 , by Mloj -j Qr who is personally known to me or who has produced L As identification and who did take an oath. NOTARY PUBLIC: Sign: ►\I Pri Print: 1 Y 4a I R. My Commission Expires: 311b1l1 APPLICATION APPROVED BY: (Revised 07/10/07) 0 NOTARY PUBLIC -STATE OF FLORIDA Nicole Ryan Commission # DD654128 a �„e ID r� AL?. L Sa. dl'L6 n. LVLi TBRII ATLANTIC BONDING CO., n1C. Sign Contractor The foregoing instrument was acknowledged before me this 21 d a y of J w+st.. , 20 1 a , by , Id ZAttOA who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC -STATE OF FLORIDA Nicole Ryan Si ui ` Commission #DD654 28 ° r z � 222011 Print: 1 C.o .Ai f' ►" BONDED TRW ATLANTIC BO 1 1. My Commission Expires: 31Z4 y ***** t * ** * * * * ***** *a***** ** * **** * ** *, * * *, *** * ** *a, *,r* *** ** ** gar ***** ****** * *** *,t********* ** ** *** ** ** *** Plans Examiner Engineer Zoning 1 -(74 x 50 1/2) HR .... • #4 1 132 x. 1/2) SH • • #1 #2 I1 -(37 x 501/2) SH #3 I1 -(37 x 381/2) SH 1/37 x$U 1/2)I • • •••• • • . . • .. •••• f 1- (372t.501/2)at... • • •••• 47 . "" 1 -(74 x 501/2) HR MARTIN PREGO 280 NE 107TH STREET MIAMI SHORES, FL 33161 1 -(37 x 501/2) SHI #14 1 -(53 x 621/2) PW #13 1- (331/2 x 821/2) FD 1 -(110 3/4 x 62) HR #9 1-(53 x 62 1/2) PW #10 #8 1- (371/2 x 821/2) FD #12 1-(53 x 37 1/2) SH #11 # Opening Location Size NOA Number NOA Design Pressure Rating Opening Required Pressure Rating Egress Requirement Shutter Requirement Width Height ( +) psf ( -) psf ( +) psf ( -) psf Yes No Yes No 1 74 50 1/2 09 - 1008.06 70 -90 43.6 -56.4 Yes No 2 37 50 1/2 09 - 1008.05 80 -90 45.6 -60.6 Yes No 3 •••• 37 38 1/2 09 - 1008.05 80 -90 46.5 -50.4 Yes No •• 6 4 • • • • I • ' 37 38 1/2 09 - 1008.05 80 -90 46.5 -50.4 Yes No .. 5 • .. .. • • • • • • . • • •. • • • 37 50 1/2 09 - 1008.05 80 -90 45.6 -49.6 Yes No •• •• • • •••• : • •• •••• • • •••• 37 50 1/2 09 - 1008.05 80 -90 45.6 -60.6 Yes No • ••7 :.••. • 74 50 1/2 09 - 1008.06 70 -90 43.6 -56.4 Yes No •• 8 •....' 53 62 1/2 08 - 0417.06 63.2 -72.3 43.9 -47.9 No No 9 37 1/2 82 1/2 09 - 1217.03 90 -90 44.1 -48 Yes No 10 53 62 1/2 08 - 0417.06 63.2 -72.3 43.9 -47.9 No No 11 53 37 1/2 09 - 1008.05 80 -90 45.4 -60.2 Yes No 12 33 1/2 81 1/2 09 - 1217.03 90 -90 44.4 -48.4 Yes No 13 110 3/4 62 09 - 1008.06 80 -90 41.7 -45.7 Yes No 14 37 50 1/2 09 - 1008.05 80 -90 45.6 -49.6 Yes No • ••. • •.. • . . • •• • • • • ••• Address: 280 NE 107 STREET Contractor: DAVID ZADEN PRODUCT APPROVAL REVIEW FORM Lot: 10 Block: 13 1 MS h s 51 in I 26.2 sq.ft. -, -56.4 psf 43.6 psf 1 2 37 in 51 In is z sq.ft 1,1 -60.6 psf 45.6 pS1 - 3 1 37 In 1 f 39 In 1 10.0 sq.ft. t -50.4 psf 1L_46.5 psf 4 37 in 39 in 10.0 sq.ft. 40.4 psf j 46.5 psf 5 I 37 In . i i I 51 in _11_ 13.1 stilt. 4 1. -49.6 psf 1 45.6 psf 1 [1.1 37 in [ 51 in j 13.1 sq.ft. t * -60.6 psf 45.6 psf 7 74 in 51 In 26.2 NIA. -56.4 psf 1 43.6 pal 8 53 In 63 in ji. 23.2 sq.ft. iv) -47.9 PSf 43.9 psf 9 38 In 83 in 21. 4 48O 441 110 P S3 In 63 In 23.2 • ( 4 ' -47.9 psf 43.9 EX Wind Pressure Calculator 1 of 1 Contractor: Project Info: E Building fi Mean Height I , „.1• 160 SW 12th Ave *106, Deerfield Beach, FL 33442 PHONE:(954) 354-0660 FAX:(954) 354-0443 ASCE 7-05 Component & Claddin Pressure Calculator Job #: - Hover HE Date: June 16, 2010 AA , . Double Click or Drag: 146 MPH j Description Width 0 Height He 9 www.engexp.com E 107 STREET, MIAMI SHORES P1. wh, Enter Minimum Bldg Dimension: 400 '''' * ) t Presets Categoria. r Enctosed 0;onOith Peak Wind Velocity (3 Sec. Gust): Zone Width (a): 4.00 ft. iliritiganaigy Factor K t LM Multiple Opening 0 Single Opening 3 I I Area Zonee Neg Pressure9Pos Pressure NOTES: Des/ n Is In accordance with Aped 8115:are pi 017 Plerida Building Code. Results are not valid for use unless approyell v4aio signature and raised engineer seal of a PE from Enabled:west:109%6 based on contractor-supplied data and shall be field verifletfby others prfor to use. Selection & installation of products shall be approved uslng these dimensions and pressures as verified by others..• • :• • • • • • •• • • • • rcfp 20.0' • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . ' • • http://www.engexp.comicalculatorstasce705_cc.cfm I = 1.00 Gcp1 (+1-) = 0.18 US Contour Map: FL Contour Map: el qh = 39.37 psf Kh = 0.85 Kzt = 1.00 Page 1 of 2 12:06 PM v2.1 04/28/10 6/16/2010 12:07 PM 11 53 in 38 in 14.0 ,,ii -60.2 psf ; 43.4 psf - pat i 44.4 psf 12 34 in 83 in 19.8 shi ft v - 13 _..1 i 1 in ..,. 62 in J 47 sq.f M.< r - 45.7 i 41.7 psi _ 114 — a..,,�, - 3 7 i 51 In ., .�.... 13.1 ft sq• 4 ........._.. _... ..,, it 10.0 6 p si 45.6 ,..�, .... __-_ .__ 12 in 12 in 12 in __ - 12in 10.0sgft 12 in 12 in 10.0sgtt ,.: 12 in i2 In. .. -10.0 sq.lt Ma 12 in - 12 in 10.0 12 in 12 in 9 10.0 mgt. EX Wind Pressure Calculator ASCE 7 -05 Com Date: ]une 16, 2010 Contractor: i AAWO Project Info: ENTER Building ii Mean Roof Height Description Anent & Claddin • Job #: [10 -AAW -0156 NOTES: Design is In accordance with ASCE 9115etnd the 3057 Florida Building Code. Results are not valid for use uniiiss app o aJ via aregiaai signature and raised engineer seal of a PE from Engln ertnrEirpstst. bans tae based on contractor - supplied data and shall be ftvid veAfierby t thlrl ptitu to use. Selection & tnstallattem of products shall be approved using these dimensions end pressures as verified by others. • ••• • ..•• • • • • 60 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE:(954) 354 - 0660 FAX :(954) 354 - 0443 200 NE 107 STREET MIAMI SHORES, FL. Presets i Real Slag, 1 (4.0:12) Pitch 1.00 Height B ldg. Classification: nc Double dick or Drag: Enter Minimum Bldg Dimension: 146 MPH Peak Wind Velocity Categ ory; lixiseeure: Zone Width (a): 4.0 Boafaxple Di iarnalittr Factor ltd:; 0.85 • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • littp://www.engexp.com/calculators/asce705_cc.cfm Pressure Calculator c. Gus qh = 39.37 psf Kh = 0.85 Kzt = 1.00 I = 1.00 Gcpi ( + / -) = 0.18 L Mod nitiple Opening 0 Sin Zonee Neg Pressu US Contour Map: FL Contour Map: e Opening urn Frank L. Bannardo, P.E. PE0046549 Cart Auth 9885 Page 2 of 2 12:13 PM v2.1 04/28/'10 1 of 1 6/16/2010 12:13 PM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 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 Veloci DESC : Series 1000 /1050 Aluminum Single Hung Window - . APPROVAL D : s rawmg o. _ - , , • - • Ingle Hung W dw. (L.M.I) ", sheets 1 through 8 of 8, prepared by AI- Farooq Corporation, dated 07/31/03 with revision "G" dated 07/15/09, signed and sealed by Arshad Viqar, 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 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 revises NOA # 08- 0527.11dtst$tCottbis Dale 3 evidence pages E -1 and E -2, as well as approval document mentioned abotg. • • • • • • ......... • The submitted documentation was reN,iieve $y 1 'nueiieeei, Pi1!. •• • 00 • • • • • • • • • • • • • • • • • •. • .. • • • • • • ••• • •• •. • • • • ••• • • • • • • • • • • • • ' • ••• • • • • • • • • • • • • • • •• •• • • • • • 0 000 • • • 900 • • • • • • • • • • • • 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.Rov/buildingcode NOA No. 09- 1008.05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -56, titled "Series -1000 /1050 Alum. Single Hung Wdw. (L.M.I)" Sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 07/31/03 with revision "G" , dated 07/15/09, signed and sealed by Arshad Vigar P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 1050 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5815, dated 02/13/09, signed and sealed by Michael R. Wenzel, P.E. 2. 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, TAS 202 -94 along with marked -up drawings and installation diagram of series 1000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5337, dated 01/25/08, signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA #07- 0928.14) 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 an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1953, dated 04/25/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1448, dated 04/22/05 signed a0d sated by Ivonne Ghia, P.E. (Submitted under previou1 401 f 00- 47$0 .V1) • • • • .. ... .. • • • . . • ... • .. • • • • • • • • • • • • • • • . • • • • • • • • • • • • .. • • • • . . • • • • • • • • ... • .. • E -1 .. • • • • .. . • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. .. 000 • • • . .. • • Manse Perez, Product Control Exa r er NOA No. 09- 1008.05 xpiration Date: November 06, 2013 Approval Date: December 30, 2009 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3820 dated 06/09/03, signed and sealed by Joseph Chan, P.E (Submitted under previous NOA #03- 0910.03) 6. 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 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3806 dated 06/09/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 07/27/09, signed and sealed by Arshad Viqar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 31, 2009 signed and sealed by Arshad Viqar, P.E. G. OTHERS 1. Notice of Acceptance p$- X527.].2, issued to ES Windows LLC for their Series 1000 Aluminum Sinn1e Huzzg W ndoYi -:1;.14.J., approved on 07/10/08 nd- eipiring on 11/06/13. • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • E -2 • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • 0 •• • • • • ••• • • Mantle Perez, Product Control E NOA No. 09- .05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 • • •••• • • • • • • e • ••• Im • • a •••• • ••• e• • • O • w ••• • tom w • w Id w • VI 1 /8" ANN. GLASS .090" INTERLAYER { \'DUPONT SENTRYGLAS PLUS' I �1 1 /8" ANN. GLASS GLASS TYPE 'A' 1 8 UICA} S REN D. GLASS i •••• • •• .090" I TERLAYER • • • 0 SENTRYGLAS • PLUS • • • 1/8" HEAL STR.AG •• •• •• SILICONE • • DOW COR)T I 44 • • •• g • 40 •• \ • •• •• ••• • • • • •• GLAS TYPE•"B' •••• SILICONE DOW CORNING 795 • • • • — 5/32" HEAT STREN'D. GLASS .090 INTERLAYER ' DUPONT BUTACITE PVB' 1/8" HEAT STREN'D. GLASS / GLASS TYPE 'D' SILICONE DOW CORNING 795 z 3 GLAZING OPTIONS 1/8" HEAT STREN'0. GLASS \. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 5/32" HEAT STREN'D. GLASS 1/8" HEAT STREN'O. GLASS TYPE 'E' SILICONE DOW CORNING 95 .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" HEAT STREN'0. GLASS SILICONE DOW CORNING 795 GLASS T 70 g , rn S Z N 0 0 10" MAX. HEAD /SILL FALSE MUNTINS (SURFACE APPLIED) MAY BE USED \I 1 - i 7 / I I II r '1 II 11 47 1/8" D.L. OPG. 49 15/16" VENT WIDTH 53 1/8" WINDOW WIDTH TYPICAL ELEVATION SERIES 1000 (STD. SILL) 6" MAX. HEAD /SILL CORNERS 0 U 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. SERIES - 1000/1050 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 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 W000 ONLY MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. a 0 0 10" MAX. 6" MAX. HEAD /SILL I I H 0O RNERS A -4- t- &.g - ARSHAD '4AAR FLA. PE g 38863 CAA 335388 (/ v SEP U 1'LUUy TYPICAL ELEVATION SERIES 1000 (HI –RISE SILL) MINA' KED en ewet4s49r. with et IMO* Col Aresp5soce 04 Balenran0 that Ill THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 0 . � z 0 0 •u 0 la a si •- 8 91 3 1 0 2 n u 99 3 e N 3 B � E I � drawing no. W03 -56 sheet 1of 8 ) 1.) • ••• • ••• • • • ••• •• • • • • ••• • ••• • • • ••• EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF (HI -RISE SILL) - 0 Q 0 UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PS i SILL) U jl•f [fp � I�STANDARD 'n . WINDOW DIMS. TOP RAIL HEAVY DUTY TOP RAIL CLASS TYPES '6'. 'C', 'D' & 'E' WINDOW DIMS. 574.50 RI TOP RAIL -AI! I AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE FLORIDA 33174 TEL (306) 26443100 FAX. (305) 362-6978 CCUP-ANLciai CLASS TYPE 'A' CLASS TYPES 'B', '0', '9' & 'E' GLASS TYPE 'A' GLASS TYPES 'B', 'C', D' & 'E' GLASS TYPES 'E WIDTH HEIGHT EXT.( +) INT.( -) EXT.(+) 1NT.( -) EXT.( +) 1747.( -) WIDTH HEIGHT EXT.( +) 1917.( -) EXT.( +) 1NT.( -) E% 19 -1/8' 26 -1/2' 37" 42' 49' 53 -1/8' 26" (3) 70.0 80.0 80.0 90.0 80.0 90.0 90.0 19 -1/8" 26 -1/2' 37' 42' 49' 53 -1/8" 50 -5/8 (5) 70.0 70.0 80.0 80.0 80.0 90.0 70.0 80.0 800 90.0 80.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 70.0 60.0 80.0 90.0 bb I 70.0 80.0 80.0 _ 90.0 80.0 90.0 80.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 74.0 80.0 90.0 _ 90.0 19 -1/8' 26 -1/2' 37" 42" 49" 53-1/8' 38 -3/8" (4) 70.0 80.0 80.0. 90.0 80.0 90.0 19 -1 /8' 26 -1/2" 37" 42' 49' 58` (5) - 70.0 80.0 80.0 90.0 80.0 90.0 90.0 70.0 70.0 80.0 80.0 8 . 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 90.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 8Q0 80.0 9 .0 90.0 80.0 80.0 - - - - 80.0 90.0 70.0 80.0 19 -1 /8' 26 -1/2' 37" 42" 63 (6) 70.0 80.0 80.0 90.0 80.0 90.0 19 -1/8' 26 -1/2 37" • 42' • • 49" 53 -1/8' 70.0 80.0 80.0 90.0 60.0 90.0 70.0 70.0 80.0 80.0 90.0 80.0 90.0 C. _ 7. • • • • 70.0 80.0 80.0 90.0 80.0 90.0 80.0 80.0 90.0 80.0 90.0 Z ca I $ ' I n N iO I v d J 01 g J w > m .n `L co r ^ v S Z N W � C g � 050 -5/8" • 70.0 80.0 80.0 90 0 80.0 90.0 - - - - 80.0 90.0 •* • •(1)• • 70.0 � g1.0 , • 70.0 •80.0 ' - 80:Q 9 0.0 80.0 90.0 19 -1 /8' 26-1/2' 37' 68" (6) 70.0 80.0 80.0 90.0 60.0 90.0 • 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 • 80.0 • 90.0 80.0 90.0 - - - - 80.0 90.0 • /9 -1/8" 26 -1/2' • • 37' 42' • • 49' • • ji -1 /8' 70.0 ®.0 • 70.0 Er • 80.0 80.0 90.0 80.0 90.0 19 -1/8" 26 -1/2' 74 -1/4" (7) 70.0 80.0 80.0 90.0 80.0 90.0 90.0 80.0 90.0 0 70.0 80.0 80.0 90.0 80.0 90.0 • "• R 70.0 •8•.0 • • 80.0 90.0 80.0 90.0 M - • NO. IN PARENTHESIS INDICATE NO. OF PER o !! • (Y# • 70.0 _ 8 -1 80.0 80 90.0 80.0 90.0 nfrj ANCHORS JAMB. Llbfi EXTERIOR { +) LOADS TO 70.0 PSF FOR STD. S[L PIT: • • 70 .0 .0 90.0 80.0 90.0 • • • 70.0 �ll.a • 80.0 90.0 80.0 90.0 19 -1/8 • 4 • 37' • •42" 49" 53-1/8" • • • • • • • 70.0 • •BPq • • • Bo.o 90.0 80.0 90.0 ;; ' Z n � Q . , C ` 70.0 -- 80.0 60.0 90.0 BOA 90.0 STD. • 63 70.0 •t�� 8�0 80.0 90.0 80.0 90.0 TOP RAIL HEAVY DUTY TOP RAID 5 -1000 5 -1000 x • (6) •• 70.0 •! •• *1 80.0 90.0 80.0 90.0 • 70.0 • 80.0• 80.0 90.0 80.0 • • 70.0 • • • 80 • 80.0 90.0 80.0 90.0 90.0 0 © > `• -. 0300V N0u10 Pt Or; NO1SUM 30393' • 1119-1/8" 2631/2 3T 42 49" 53 -1 /8' • • • ♦ • b 70.0 • • • • 70.0 10.0 80.0 • 80.0 80.0 90.0 90.0 80.0 80.0 90.0 90.0 �III - W k n a , ¢ u 13399 9931 3093343 0 939 120,11 68" 70.0 (6) 70 .0 80.0 80.0 80.0 80.0 90.0 90.0 80.0 80.0 90.0 90.0 ^'�-�� MJ {I( L,�I r 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19 -1 /8' 28 -1/2' 37' 42' 49 53-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 74 -1/4 70.0 80.0 80.0 90.0 80.0 90.0 STD TOP 194.11, HEAVY DUT__ Y TOP RAIL (7) 70.0 80.0 80.0 90.0 _ 80.0 90.0 9 -1050 S -1050 m S g • o ^ o )115,2_19 - - - 80.0 90.0 - - - - 80.0 90.0 o o � W 19 -1/8° 26 -1/2` 37" 42" 49' - - - - - 80.0 90.0 - - - - _ _ 80.0 90.0 _ = 41 r-3-'1=r1-7 c g 80 (7) _ - 60.0 90.0 MOTEL GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) Engr. ARS+AD MOAN CIVIL FLA. PE / 38863 CAN. 3538 ' U �' .UU3 PRODUCT it£V1SED aeeemptylo0 with tae Finkt• As 9Ceile ��teca Na 0' - ,4I ' Q , ^•,,.. - .," Oaor .GPi� �•' /Aij - • 1_ ' - - - 80.0 90.0 r.: / n _ - - _ 80.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. ( LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL �_ i 7 , -. 'rc,4 9 (anova " "• drowing n0. l W03 -56 J I AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 (sheet 2 of 8� • ••• • ••• • • • ••• •• • • • • ••• • ••• • • • ••• • • • • • • • •••I•• • I • • • • ••• �•• • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING a 1 0 a e • • • • • • 0 5 BY WOOD BUCK W0 TYPICAL ANCHORS SEE ELEV. - - - -�� FOR SPACING METAL STRUCTURE 11l' awwwammommowl i i'� TYPICAL ANCHORS SEE ELEVS. FOR SPACING B1 C1 ° 0 g o o � !II 11 iwr MN IIIMIGNIZEIMIIII bI v NMI -DADE COUNTY APPROVED MULLK)N & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING SERIES -1000 VENT WITH SPRING LOADED LATCHES 1 _ 7 " 111 1.16. 11 h O U 0 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 ELEV. FOR SPACING 1/4" DIA. UI TRACON BY 'ELCO' (Fu =177 K51, Fy - 155 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES U 1BY BUCKS INTO CONC. OR MASONRY 1 -1 EMBED INTO CONC. OR MA DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 ") 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) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2" MIN. INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Fe = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK Fm = 2000 PSI MW. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES: WI = 1 -1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END W2 = 1 -5/16" NOTCH AT EACH END EnV.. ARSHAD VIVO CIYR. FLA. PE j 38363 CA -N. 3938 S E P 0 1 2009 01 1009 HIWDUCY 5! YIISED a9 Smoglyinp with Ow FTo° & Adding Cute Aim $t¢s D ; I.1j— I • y • �d�ii► 3 W ks • 6 a I ma85Sg Nye a r l�. o t j t o drawing no. l W03 -56 Cahoot 3 of 8j c a •••• • •••• • • • •,.;'• • • 0 •• • •• • A{ ▪ • • •••• •••• • • •••• ,••• • � ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TYPICAL ANCHORS _ SEE ELEV FOR SPACING 4 4 TEN WOOD BUCK 4 OPTIONAL TO BOTTOM LATCH TYPICAL ANCHORS SEE ELEV. FOR SPACING (1 jJ ° OPTIONAL TO BOTTOM LATCH SERIES-1050 VENT WITH SWEEP LATCHES 1 ENgT, ARSHA0 WAR CNIL FIA PE if 388 C.A. 3538 SEP 0 1 /OM rigal)(1CT Ri;.L110:11, BB r4 Tig mt.th t'sTt RANBN; "WNW'. rrts,ea .10 05 2.0,3 , • /101 1Z 0 t $ F < ft 0. 8 0 d cc 0 t 08 11: o 40 510 uez:27' jam. _t —J t I 0 1 1. . 1 . 6 k . ■.. Lt . , [ ,:frowing no. W03-56, (sheet 4 of 13) ;-, s ITEM rY PART 9 REOD. DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARKS 2� 851001 -1 ES1002 -1 651101 E51003 �-| _ | ! [l ' ! L� FRAME HEAD 6063 -06 6063 -16 6063 -16 - 1 FRAME SILL (STD.) - - 2A - 3 4 FRAME SILL (111 -RISE) FRAME JAMB 6063 -16 - 851005 -1 FIXED MTG. RAIL (FOR SPRING LATCH) 6083 -T6 6063 -06 - - 4A 5 5A 56 ES1051 ' FIXED MTG. RAIL (FOR SWEEP LATCH) 851004 -1 STD. VENT TOP RAIL (FOR SPRING LATCH) 6063 -16 - 852004 1 1 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCH) 6063 -T6 - 651052 STD. VENT TOP RAIL (FOR SWEEP LATCH) 6063 -T6 - 5C 6 ' ES1053 HEAVY DUTY VENT TOP RAIL (FOR SWEEP LATCH) 6063 -T6 - E51006 -1 1 VENT BOTTOM RAIL 6063 -T6 - 7 851007 -1 2 VENT 510E RAIL 6063 -T5 - 8 851008 -1 AS ROD. GLAZING BEAD 6063 -T6 - 9 651009 -1 2/VENT SPRING LOADED VENT LATCH 8063 -05 AT 8' FROM ENDS 9A - 2 /VENT SWEEP LATCH ZAMAK AT II' FROM ENDS 98 #8 X 1 2/ LATCH LATCH INSTALLATION SCREWS - F11 585 10 851012 1 /LATCH LATCH SPRING 5T. STEEL - 11 651010 AS REOD. GLAZING WEDGE SOFT PVC - 12 ®8 X 1` 20 FRAME & VENT ASSEMBLY 5CREWS CRS PH 585 13 851011 2/VENT SASH CAM CELCON - 14 43620 -187 AS REOD. PILE W'STRIPPING WITH PLASTIC FIN - AMESBURY OR EQUIV. 15 43628 -187 AS 6800. PILE W'STRIPPING WITH PLASTIC FIN - AMESBURY OR EOUN. 16 - 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 BY BSI 17 - 2/ VENT SPIRAL BALANCE - - (8 851013 -1 2 SASH STOP - - 19 ES1505 - FLUSH FRAME ADAPTER 6063 -15 OPTIONAL 20 - 1 5/16' BOX SCREEN - OPTIONAL •••• • • • • •••• • • ••M•• • • • •u••• • • •� ••• • • • •• ,•• 1/4" 2BY , BUCK OR W,AOD STRUCTURE • • • • •• •• • • • • • •• • • • • • •• • 1YPICAL ANCH0 SEE ELEV. FOR SPACING •••• • • •• • • • • • •••• F • • •• •• • • •• WINDOW WIDTH •••• • • • • •• • • • • MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA EXTERIOR D.L. OPG. WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1/4' MAX v TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY ° WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 MAX. 51118 SERIES -10001 SERIES -1050 METAL STRUCTURE AR l0AR FLA. 9 38863 CAN. 3538 SEP 0 l luny as evaplyivIl 45, P.14-7 ..met•., Ar° r— 4,V l' l N 1 1 .1 8 v 8 2 t r2 drawing 110. � W03 -56 sheet $ 1J8 • •••■ • •••1 • • •••Il •11111 • II ••41 • •••• • •••4 • • • • • • II ( A J or••• 'ALT. • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • (- ALT. TYPICAL ANCHORS SEE ELEVS. FOR SPACING • • • • • • • • •• •• •• •• • • • • • • • •• 0 •••• • • • • • • •• •••• • • •• • • • • ••• • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA mi TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. 1/4 MAX. SHIMS INSTALLATION DETAILS WITH FLUSH_ FRAME ADAPTER Env, ARS.LAG NAGAR CIVIL FLA. PE • 38883 CAN 3,538 SEP 0 1 Z009 tlitODIAT R3VBSCO ase coolialykag Flearldo 81.ay.7 Coda 0.1" 8. 4/41.5a. Aviir; , 4 ?maws. a 4 3 W03-56 ishee 8 ) • ••• • ••• • • • ••• • •• • ••• • ••• • •• ••• • • • • • • • • -2.330 -1 .809 062 969 •- T 750 .7 e„ FRAME HEAD 2.392 - ---I 2.•30 • 2.186 1 .813 .062 .930 • • I .4% ) � 1 .3 4� -- ••• •• •• •• • •• .� 3o • • - •• •• • • .543 •• • •••• • GLAZIIC•NIEIGE • • ••• • • • ••• • • 1.149 VENT BOTTOM RAIL U FRAME SILL (STO.) : FLUSH FRAME ADAPTER .500 ••• • • , ▪ • VENT LATCH • • • • • ••• ••• • GLAZING BEAD -_{ .715 1 .85 — I .062 .930 .813 a- 1.434— VENT SIDE RAIL O FRAME SILL (HI -RISE) 1.130 1.344 930 5� STD. VENT TOP RAIL SERIES -1000 2.053 1.250 .052 562 H.D. VENT TOP RAIL U SERIES -1000 .992 I 1.675 1.212 MEETING RAIL SERIES -1000 2.113 STD. VENT TOP RAIL SERIES -1050 H.O. VENT TOP RAIL \'J SERIES -1050 O MEETING RAIL SERIES -1050 Eng, PASHA!) V434R FLA. PE a 38863 C.A.N. 3538 sEP(1M P 501411(T REVISED oa resnglp!ng with toe Marble RPERP3 Coda Ameager. Nn ...*41 Reseed harked i x A 8 lc • IIIIIIII LIIIID Tii dr0ww g nO W03 -56 (sheet 7 of 8 ) • ... • ••• • • • ••• • • • • • • ••• • ••• • • • ••• • • • • • • . • •••• • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• •• •• • • • • • • • i • • •. • 0.2 VENT CORNER DETAIL I FRAME CORNERS DETA{L Engr: AR94AD NQAR P.A. CM. PE 1 7836.3 CAP 3533 SEP 0 1 2009 pa9DU -r LEV{63.D u3 COra(4ip3 with the Vbri0 tlatsla2 Co* ARcromce ®cam Dr.4 n C d 2 0 8 ma$ J w N d zi a. U a T $S8 a 4, I t c • n � } o 4y d�owing �na. W03 -56 (sheet 8 ofJ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE 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) 372 -6339 www.maimidade.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 H DESCRIPTION: Se • 0 Aluminum Fixed Window — L.M. APPROVAL D'4 C 1 �, • s . i - r e� eries - 1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by 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 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.tlii %giati;e NOA sl1all be.provided to the user by the manufacturer or its distributors and shall be alailable fot ifls0eCtiQn at the job site at the request of the Building Official. This NOA revises and reggw .1)A a 0$12QI115 a!md 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. 08 0417.06 • •. • Expiration Date: November 6, 2013 Approval Date: June 5, 2008 •• • • • ••. • Pagel • • • • • • • • • • • • • • • • . • .. •. • • • •• •• • ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 thru 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, 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) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 1500 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. 2. 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 along with marked -up drawings and installation diagram of an arch, round top & cathedral shapes aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06- 0308.05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with Jua gd drgwi s and installation diagram of a alum. fixed windows mulled toggther retirrid2)}i PPntstration Testing Laboratory, Inc. Test Report No. FTL -3819, dated MK!, i i g n g c t?i sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • . • • • • • • • • •• • •• • •.. • • •...•. • • • • • • • • • • • • • • • ••• • • • • .-1 • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • ••• • • Manuel Pe. '.E. Product Control ner NOA No. 08- ' 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3808, dated 05/14/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by AI- Farooq Corporation, dated 4/7/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5339, issued by Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Alurgiaum fixed Window — L.M.I., approved on 02/01/07 and expiring on 11/06/08. '. . • • . .. ... . • .... • •.• • •.. • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • . . . - 2 Manuel Pe Product Control finer NOA No. 0 i 417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 • • • • • • • • • • • •••• • • • •• •• • • WINOW • 00 • Ss • • •• • • • YIUtt drift H • • • •• • • • • • WINDOW WIDTH_, _ ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 0 SERIES -1500 ALUMINUM FIXED WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2 &3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). 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 IN ALLOWABLE STRESS 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 FLORIDA BLDG. CODE SECTION 2003.8.4. 6 MAX. FROM ENDS A) I = - I r -�h r 44 3/8 D.L OPC. 12 MAX. HEAD /SILL 48 WINDOW WIDTH TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: DR HUMAYOUIY MR000 PROtLiCT REVLXED FLA. PE STRUCTURES us / �nl R CAN. MS% i1 Cods Wee Ms Range - No D . . GS' �� . ProdectCaded APP O 4 20Ofl ALSE MUNTINS (SURFACE APPLIED) MAY BE USED 0 W oP n 0 ag c a 8 8 drawing no. W03 -57 (sheet 1 of 7 ) • • - m - -1/8' ANN. CLASS _.090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8 ANN. GLASS i••••• •TYPE 'A' • • • • v•-•-3416 ANN. GLASS • • • • • • 1 'ry!{�� O DU t PONT I T SENSEMtNGIAS Kt? • • ^ t ANN. iI • • • •• •••• SILICONE Dow MFW m GLASS TYPE 'B' GLASS TYPE SIUCONE / CORNING 795 ADHESIVE FOAM TAPE • • • • • • • • • • • • • 3/16 HEAT STREN'D. GLASS .090" INTERLAYER ' DUPONT SENTRYGLAS PLUS' 3/18 HEAT STREN'D. SILICONE DOW CORNING 79 ADHESIVE FOAM TAP 3/16' ANN. GLASS - _- 090 INTERLAYER ' DUPONT BUTACITE PVB' 3/18" ANN. GLASS GLASS TYPE '111' SIUCONE DOW CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE 3 U GLASS TYPE 'C2' WINDOW DIMS. WIDTH 19 -1 26 -1/2 37" 48 53 -1/8" 19 -1/8" 26-1/2" 37 48' 53 -1/8' 19 -1/O' 26 -1/2' 37" 48' 53 -1/8 19 -1/8" 26 -1/2" 37 48 53 -1/5' 19 -1/8' 28 -1/2' 37" 48° 53 -1/8' 19 -1/8' 26 -1/2 37 48' 53 -1/8' HEIGHT 26' 38 -3/8 50 -5/8' 58' 83 74 -1/4 5/32' HEAT STREN'D. GLASS .090' INTERLAYER 'DUPONT BUTACITE PVB' 1/4 HEAT STREN'D. GLASS SIUCONE DOW CORNING 795 ADHESIVE FOAM TAPE 88.5 68.5 80.0 85.2 48.7 45.0 45.0 80.0 85.2 48.7 38.0 34.1 80.0 65.2 48.7 38.0 325 80.0 65.2 48.7 38.0 32.5 80.0 65.2 48.7 38.0 70.0 70.0 70.0 70.0 70.0 68.1 65.7 65.7 70.0 70.0 68.1 70.0 70.0 68.1 70.0 70.0 70.0 704 704 70.0 70.0 68.1 65.7 85.7 70.0 70.0 88.1 70.0 70.0 68.1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 66.4 70.0 70.0 70 -0 70.0 70.0 70.0 70.0 70.0 704 70.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 60.0 90.0 85.3 90.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.4 70.0 70.0 70.0 70.0 83.2 70.0 70.0 70.0 83.2 70.0 70.0 An 0 _ 72.3 EXT.( GLASS TYPE 70.0 70.0 66.5 68.5 68.5 70.0 70.0 65.2 48.7 0.0 652 70.0 852 1NT.( - ) 65.2 65.2 48.7 48.7 45.0 45.0 45.0 45.0 70.0 70.0 70.0 70.0 66.5 66.5 68.5 68.5 66.5 66.5 70.0 70.0 65.2 46.7 70.0 70.0 652 ANCHOR TYPES 'A' & 'C GLASS TYPES 'B' & 'B1' EXT. (+ 70.0 65.2 48.7 45.0 45.0 70.0 85.2 46.7 38.0 34.1 70.0 70.0 70.0 652 852 65.2 70.0 85.2 65.2 46.7 DESIGN LOAD CAPACITY - PSF 1 NT.( - ) 90.0 90.0 66.5 88.5 66.5 90.0 65.2 46.7 45.0 45.0 90.0 65.2 46.7 36.0 34.1 90.0 65.2 48.7 70.0 90.0 652 65.2 48.7 46.7 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) GLASS TYPES CLASS TYPE GLASS TYPES OIAS9 TYPES '0', '01 & 'C2' EXT.( +) TNT.(-) 70.0 80.0 70.0 80.0 66.5 68.5 86.5 66.5 70.0 85.2 48.7 45.0 45.0 70.0 85.2 48.7 38.0 34.1 90.0 70.0 65.2 65.2 46.7 46.7 48.7 46.7 46.7 - 36.0 38.0 38.0 - 32.5 70.0 85.2 48.7 38.0 32.5 70.0 65.2 48.7 36.0 32.5 32.5 w EXT.( En r: DR. HU4W'NM FAR000 STRUCTURES FLA. PE / 18557 CAN. 3538 ANCHOR TYPES 'B' & 'C' 'B' & '91' '0', '01 & '02' INT.( - ) 051 ( +) TNT.( - ) EXT.( +) 1NT.( - ) 70.0 70.0 70.0 90.0 70.0 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 70.0 83.2 72.3 INTL TOOTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. PRODUCT' REVISED DANdos C e with 80 AcGBps.=No 0568 80.0 80.0 80.0 80.0 z O 9, gl Rg feca Ot UR O �•R Z a 4 • oc S 2 s 1 h drawing no. W03 -57 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSI WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES '8' & 'C' WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES GLASS TYPE 'A' GLASS 701 9 '8' & 'BI' GLASS TYPES 'C', 'C1 & 'C2' GLASS TYPE '8' GLASS TYPES 'B' & 'B1' GLASS MSS 'C. 'C1 GLASS TYPE 'A' MASS TYPES '8' & '81' GLASS TYPES 'C, 'CI & 'C2' GLASS MASS IF OQ CORPORATION PRODUCT DEVELOPMENT AVE 3A 33174 3100 FAX. (306) 262-61375 WIDTH HEIGHT EXT.(+) 1NT.( - ) 10T.( +) 1N1.( - ) EM.( +) 1NT.( -) EM.( +) 1NT.(-) EXT.( +) '1NT.( -) 697.(4) 1NL( -) W10H HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.(-) EXT.( +) TNT.( -) EXT.( +) 1NT.( -) EXT.(4) TNT.( -) 18° 24' 30' 36' 42" 48" 54' 80' 36' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 b N n s 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 70.0 70.0 70.0 72.0 704 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 00.0 70.0 57.6 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.6 57.6 - - - - 70.0 48.0 48.0 48.0 480 484 48.0 70.0 70.0 70.0 90.0 70.0 804 - - - - 48.0 48.0 - - - - 70.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 900 70.0 80.0 18' 24" 30 39' 58.2 58.2 70.0 90.0 70.0 80.0 56.2 56.2 70.0 70.0 70.0 70.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 48.0 48.0 48.0 480 48.0 48.0 70.0 70.0 70.0 80.0 70.0 80.0 - - - - 57.8 57.8 - - - 70.0 m 48.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 -. - - - 48.0 48.0 - - - 70.0 1e" 24• • • • 3p° • 38` • 42' 48' `S 80" • •••• • • • • • • 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 W 04 4%; j / i 2 m - �L 0 ul Z g E 0 70.0 70.0 70.0 72.0 En 72.0 70.0 70.0 70.0 90.0 70.o 80 o 57.8 5.8 GM 57.6 57.8 En 70.0 70.0 70.0 ''®®' 80.0 '1 L 48.0 am 48.0 70.0 70.0 70.0 90.0 70.0 60.0 - _ - � j '! -' -- 41.1 41.1 41.1 41.1 60.0 60.0 70.0 90.0 '®' °1®' _ a 38. • 38.0 38.0 36.0 - 70.0 80.0 70.0 80.0 • ' ( i� % ( 7 • v • • 8344 38.0 38.0 38.0 - 70.0 90.0 70.0 80.0 - 8.t 38.0 36.0 36.0 - - 70.0 90.0 70.0 60.0 6 • 18" e • 24" 30' I • • • • • • • • • • • •60' • • • • •703 • 7. 0 0.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 BM WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 70.S 4 0001 1 72A 70.0 72.0 70.0 70.0 70.0 70.0 80.0 57.8 57. 57.8 57.6 70.0 70.0 '®' 70,0 80A 1 •t ' >- ,,r L) v Q m O n n m C q Z � n d W �. • _ •48.0 4.0 48.0 48.0 M 87.3 87.3 70.0 90.0 '®'''®' 70.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. _ • 41.1 41.1 70.0 90.0 �� 90.0 70.0 80.0 =��- 32.0 32.0 62.2 71.1 • • � ®' m % "i n a ••• • • • • '®' 70.0 WfAli1 • 1131161.111:3311111131E1111031 70.0• 72.0 70.0 72.0 70.0 70.0 70.0 9 0.0 70.0 ''®, 80.0 80.0 •57.6 57.8 57.8 57.6 57.8 64.2 70.0 90.0 70.0 80.0 • • • 72' - MEM. 48.0 48.0 48,0 _ 842 70.0 70. 80.0 05 S Oi 0 N t W � 41.70.0 80.0 36.0 384 70.0 89.0 �_� 32.0 32.0 - 82.2 71.1 t<112.8.5. 2 b p B .13 - mE+ !P ?? a 0 C fQ9 - - - 28.8 28.8 - - - - 58.0 84.0 m n R'R a T 84' 70.0 70.0 99.0 70.0 80.0 70 70.0 70.0 90.0 70.0 800.0 70.0 70.0 72.0 70.0 _ 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.6 57.6 - - 70.0 90.0 70.0 SILO - 48.0 48.0 - - - - 70.0 80.0 - 41.1 41.1 - 70.0 80.0 - - - Pi 38.0 38A - - 70.0 80.0 3^ N R n v 4 90' IU 70.0 70.0 70.0 70.0 70.0 80.0 70.0 70.0 70.0 80.D p 70.0 70.0 72.0 70.0 72.0 70.0 70.0 90.0 70.0 80.0 op Q S ^ 11 57.6 57.6 57.6 70.0 60.0 70.0 80.0 - - - 70.0 80.0 4 ® � - 0 70.0 800 g <m 38.0 36.0 - - - 70.0 80 Y c Y + I 1A• 1 % e4i r%i IS 96' 70.0 70.0 70.0 •, ' 70.0 80.0 70.0 70.0 70.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 70.0 80.0 D DR HL � ' 0 F'O�Sp EIRUCIURES FM PE. 18857 ORfL 536 PRQ)D01'TltF.VfSED �TOe with Florida W - - 57.8 57.6 87.6 57.8 - - 70.0 70.0 80.0 a s - - ®' M - - 70.0 80.0 ,14 14 9 MOO nner lkcapteua No / .'• ,', 1' Dc, .... a � ��, ... ,, h•iot ' - - - - 41.1 41.1 - - - - 70.0 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). drawing no. WO3 -57 sheet 3of 7 • • •• • ••• • • • • • •• • •• •• • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • TYPICAL ANCHORS _ SEE ELEV. FOR SPACING 9 e d 4 ' TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y WOOD BUCK OPTIONAL _ METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS r SEE ELEVS. FOR SPAGNG MIAMI —DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 3/16 TAPCON$ INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8 MIN. PENETRATION INTO WOOD THRU 18Y 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 .3/16" TEKS OR SELF DRIIIING SCREWS (GRADE 5 CR5l TYPICAL ANCHORS INTO METAL STRUCTURES SEE ELEVS. FOR SPACING [ BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 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) TYPE 'B'— 1/4" TAPCON5 INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8 MIN P TION INTO WOOD 5 INTO CONC. OR MASON 4 MIN. EMBED INTO CONC. OR JAASONRY DIRECTLY INTO CONC. OR1AASO RN Y 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ,,4 SM3 OR SE ORILUNG SCREWS 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 TYPE 'C'— N10 SMS OR SELF ORM ING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR FOGE DISTANCES: INTO CONCRETE AND MASONRY = 1 -3/8 MIN. INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 1/2 MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUM COLOR SILICONE. Engr: DR. HUMAYOUN FAROOO F� ,1.r T r; . • STRUCTU ca RES as PPi N e537 lsu6Jiag is oat. � AtMlmOace No Orate APk 17 4 znns u- ITEM PART 8 QUANTITY DESCRIPTION MATERIAL MANP. /SUPPLIER /RRMARES 1 E55001 4 WINDOW FRAME 6083 -15 - 2 E52000 -8 OPTIONAL GLAZING STOP __- 8063 -16 - 3 ES5002 4 FRAME COVER (OPTIONAL) 8083 -T5 - 4 #8 X 1" AS REDO. ASSEMBLY SCREWS CRS PH SMS to; - 2/ UTE SETTING BLOCK NEOPRENE 7/18" X 3 /18" X 3 -1/2" LONG ES2000 -10 OPTIONAL CIAZINO GASKET SOFT PVC - -. ES1505 - FLUSH FRAME ADAPTER 8083 -T5 OPTIONAL • 1 • • ••• •• • • • • 8• •• •• •• • •• •• 1/4" SHIM •••• • ' •• • • •• • • • • • • • ••• •• • • • ••• •• • •• ••• • • • • • •••w • •• • • • •• • •• • ••• • • • • •• EXTERIOR DA- OPG. WINDOW WIDTH ' TYPICAL. ANCHORS SEE ELEV. FOR SPACING BUCK Eogr: DR. HLIMAIOUI FAR000 STRUCTURES P.A. PE 16557 DAN. 38 PRODUCT REVISED =complying with Om Florida Cakting Coda �A1s V 9 2(101 Prodad 5 J 3 n v 0 v° 0 c 0 o WS. 8 FS S8 2 drawing no. W03 -57 (sheet 5 of 7 ) • • • ...621 w 700 1� -.OS2 i 1.000 .500 .813 d L-1.134- FRAME •M • • • T h32 • • • • • • 3_.__ • • • •• 410 •• 1t•7 • • • • • • • • I • 1tGLAZING•3TOh14OPTIONAL) • • • .837 • • • • • ••0 •• • • • 1 33 • • .577 • ,537 • • • • • • f• • 08 • 8 11L •••11•6 •••• • d • • • • •••• • • FRAME 00 .328 .5443 ° -1 .250 BULB VINYL (OPTIONAL) 0.142 FLUSH FRAME ADAPTER ALUM CORNER LOCK (8083 -T5) TYPICAL ANCHORS SEE ELEVS. FOR SPACING i ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING awl OR HJMP.YOUN FAR000 STRU,"NRES FLA. PE / 18557 CAN. , APR 0 , 8 21108 . ..0 WT RE V1 as complying with the MAMA Gs105sgCode AOSept No 11.; .. Clete ., .T. /�;% 1 _1 ..:i... �..: . z gg eg F w as 'Q A o of celya 4 al .50ro J NI N w�1 Z2 19 0 0 0 a g o$ g drawing no. W03 -57 (sheet 6 of 7 o. U •••• • • • • •••• • •• • • • •• • • • • • • • •• •• • • • • • • /I • • • • •••• •• •••• • • •••• RECT. OR SQUARE WINDOWS RECT. OR SQUARE WINDOWS rat. ! CORNER DETA G CIRCULAR WINDOWS APR 0 9 ?O P10i./l1CT REVISE') xJsoO plyIn With the Markle •uW1e�Cade 0 a. 0 0 0 C __J drawing no. W03 -57 sheet 7 o f 7_J ' MIAMMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMt.DADE COUNTY 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 Hun.' DESCRIPTION. APPROVED 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/buildinacode es 000 /2050 Aluminum Horizontal Sliding Window- t . APPROVAL - . , i e . eries- 2000 /2050 Alum. Horiz. Sliding Wdw. (L.M.I) ", sheets 1 through 9 of 9, prepared by Al- Farooq Corporation, dated 08/27/03 with revision "E" on 06/25/09, signed and sealed by Arshad Viqar, 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 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.inspatignp t e j b §ite the request of the Building Official, This NOA revises NOA # 08-0527$/and phittcottltis pate 1 and evidence pages E -1 and E -2, as well as approval document mentioned abd . • • • • • • • • • • The submitted documentation was fe'iewdd byl4la fuel &rt'z: P.E. ••• • • •• • • • • • • .• • • • ••• ••• • • • • ••• • • • ••• • • • • • •.• • • • • • • • • . • • • • • ••• •• • • • • • • • •• • • • •••• • • • • •• • • • • • • • • • • • • •• •• NOA No. 09- 1008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 - 75, titled "Series- 2000 /2050 Alum. Horiz. Sliding Wdw. (L.M.I)" Sheets 1 through 9 of 9, prepared by Al- Farooq Corporation, dated 08/27/03 with revision "E" , dated 06/25/09, signed and sealed by Arshad Viqar, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2,1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 210 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, P.E. 2. 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, TAS 202 -94 along with narked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL - 5475, dated 12/20/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA # 08- 0527.13) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5338, dated 01/17/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #07- 0928.13) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Wt erltees aieq " es , per FBC, TAS 202 -94 4) Large Misslite 2rrtaazt:Test� per FBC, T, AS 201 -94 • ... .. • . . ... • .• • ..• • • • . . .. • . • • • • • • • • • • • • • • . • • • • ••. • • • • • • • • ••• • •• • E -1 ••. • • • • • .•. • • • • • • • • • • • • • • • • • • • • • •. •.• • • • •. ••• ••• • • • ••• • • j Manuel Perez, P ( Product Control Exa NOA No. 09- 1008.1 6 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3809, dated 06/16/03, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) 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) 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3804, dated 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 07/30/09, signed and sealed by Arshad Vigar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO), E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass@ Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 5, 2009 signed and sealed by Arshad Viqar, F.E. G. OTHERS 1. Notice of Acceptance No.08;0427.13,4saueii .to ES Windows LLC for their Series 2000 Aluminum Ho&izontai S'l dirig W ndow - L.M.I., approved on 07/10/08 and expiring on 11/06/1 ... .. .... ��` . • • • • • • • • • • Manuel 1' , P.E. • • • • • • • • • Product Contro xa • er • • • ▪ • • • • • • • • • • • • • • NOA No. 0 008.06 • • • • • • • • • • • • • • • • • • • • • • • Expiration Date: November 06, 2013 Approval Date: December 23, 2009 • E -2 ••. • • • • • • • • • • • • • ••• • • • • • • • . • • • ••• • • • • • • • • • • • • • • •. • . .090" INTERLAYER SILICONE GLASS TYPE 'A' SILICONE 00W CORNING 795 i= 1v DOW CORNING 795 •• •• • • • • •••• • •• • • • • 1/8" ANN. GLASS, • • •••••• •••• • .090" •ITERLAY•R • • • ' DUPONT BUTACITE PV8' • • • • • • o ••t •• 5 N 8 1/8" ANN. GLASS •• •• •• • SIucoT • • DOW ORNING 703 ' • GLASS TYPE 'B' 3/16' ANN. GLASS 3/16' ANN. GLASS 090' INTERLAYER 'DUPONT SENTRYGLAS PLUS' GLASS TYPE 'C' • •• • SILICONE DOW CORNING 795 •• ••• • ••• • m 1/8" FIEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" HEAT STREN'D. GLASS GLASS TYPE 'Al' 5/32' HEAT STREN'D. GLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 1/8" HEAT STREN'O. GLASS GLASS TYPE '0' SILICONE DOW CORNING 795 ---5/32" HEAT STREN'D. GLASS .090" INTERLAYER ' DUPONT SENTRYGLAS PLUS' 1/8' HEAT STREN'D. GLASS GLASS TYPE 'E' SILICONE DOW CORNING 795 A) .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8' HEAT STREN'D. G WS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ARE NOT REQUIRED. NDDW WIDTH D.L. OPG. 37 5/8" VENT WIDTH LAMINATED GLASS LARGE MISSILE IMPACT D.L. OPG. TYPICAL FJ FVATION SERIES 2000 SERIES - 2000/2000 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. 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 C0130 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (11VH2). 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 2007 FLORIDA BLDG. CODE SECTION 2003.6.4. Ear. AM3IIAD VVIAR • PRfDDUC'T REVII, C VIL RA p 38863 � � I+ n. with the C A.NN . 3538 Cn,ir ANNIF6aacc a Date 0.L OPG. 37 5/8 VENT WIDTH SEP 1 4 2009 FALSE MUFITINS - (SURFACE APPLIED) MAY SE USED U R B 2 N d S 1 91 8 ale u o drawing no. W03 -75 (sheet 1 of 9 ) I n !bd 1 II II 11 q L. 11 It 1 ` !I 1 1 ii \ I� ` II I II II ` II II II II II I 1 33 1 1/2" 1 l 33 1 1 3/8" 1 1 33 1 1/2" .090" INTERLAYER SILICONE GLASS TYPE 'A' SILICONE 00W CORNING 795 i= 1v DOW CORNING 795 •• •• • • • • •••• • •• • • • • 1/8" ANN. GLASS, • • •••••• •••• • .090" •ITERLAY•R • • • ' DUPONT BUTACITE PV8' • • • • • • o ••t •• 5 N 8 1/8" ANN. GLASS •• •• •• • SIucoT • • DOW ORNING 703 ' • GLASS TYPE 'B' 3/16' ANN. GLASS 3/16' ANN. GLASS 090' INTERLAYER 'DUPONT SENTRYGLAS PLUS' GLASS TYPE 'C' • •• • SILICONE DOW CORNING 795 •• ••• • ••• • m 1/8" FIEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" HEAT STREN'D. GLASS GLASS TYPE 'Al' 5/32' HEAT STREN'D. GLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 1/8" HEAT STREN'O. GLASS GLASS TYPE '0' SILICONE DOW CORNING 795 ---5/32" HEAT STREN'D. GLASS .090" INTERLAYER ' DUPONT SENTRYGLAS PLUS' 1/8' HEAT STREN'D. GLASS GLASS TYPE 'E' SILICONE DOW CORNING 795 A) .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8' HEAT STREN'D. G WS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ARE NOT REQUIRED. NDDW WIDTH D.L. OPG. 37 5/8" VENT WIDTH LAMINATED GLASS LARGE MISSILE IMPACT D.L. OPG. TYPICAL FJ FVATION SERIES 2000 SERIES - 2000/2000 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. 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 C0130 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (11VH2). 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 2007 FLORIDA BLDG. CODE SECTION 2003.6.4. Ear. AM3IIAD VVIAR • PRfDDUC'T REVII, C VIL RA p 38863 � � I+ n. with the C A.NN . 3538 Cn,ir ANNIF6aacc a Date 0.L OPG. 37 5/8 VENT WIDTH SEP 1 4 2009 FALSE MUFITINS - (SURFACE APPLIED) MAY SE USED U R B 2 N d S 1 91 8 ale u o drawing no. W03 -75 (sheet 1 of 9 ) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2060 51511011 DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'C' CLASS TYPE 'D' GLASS TYPE 'Al' GLASS TYPE '91' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EXT.(+) INT.( -) M.O.) 114T.( -) E57.(4) INT.( -) EXT.( +) INT.( -) 26 -1/2" 37" 53 - i /8" 74' 26' (3) 3 70.0 80.0 700 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 26 -1/2" 37" 53 -1 /8' 74" 38 -3/8" (3) 3 70.0 60.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 26 -1/2 37" 53 -1/8" 74' 50 -5/8" ( 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 70.0 80.0 70.0 70.0 80.0 80.0 90.0 5 70.0 80.0 � 90.0 _l ' ' . 70.0 80.0 80.0 90.0 7 - _ - 70.0 90.0 70.0 80.0 89.0 90.0 26 -1/2" 37° 53 -1/8" 74" ) 3 70.0 80.0 70 70.0 80.0 80.0 90.0 M# 58.9 67.3 70.0 _ 90.0 70.0 80.0 80.0 90.0 ®)allINI 02.6 48.7 70.0 88.8 '1'' 80.0 80.0 90.0 - WWII�!�-; - 90.0 2 "' 36" :•415 S0" •• j7 • m= 8990 � NEXII gzE Ku •13.0 80.0 1111=111=111 70.0 80.0 iffrommEn 0.0 400 0.0 90.0 70.0 80.0 80.0 90.0 70.0 SEIM • So .0 90.0 70.0 80.0 80.0 90.0 70.0 8Q.0 • =0.0 90.0 70.0 80.0 80.0 90.0 24 • S • • if. • 60 " f0.0 S.0 70.0 90.0 70.0 80.0 80.0 60.0 a • 700 a(3 ..0 70.0 80.0 80.0 MI 670. 8494 • 70.0 max 70.0 80.0 80.0 90.0 111NICIE 00.0 913.0 80.a 70.0 80.0 90.0 loll D °4 ° a e . I '0 W.° � '®' 80.0 a ' iz ... 70.0 1 • �)0 90.0 70.0 80.0 80.0 90.0 48 - (4) i 1. . •0.0 80.0 702 • 0. 0 900 700 80.0 80.0 90.0 • 70.0 • 70 ., .0 90.0 80.0® 800 V. 0 90.0 70.0 80.0 80.0 90.0 r g X0.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 80.0 70.0 Km. mom 80.0 ''®' 900 60 (5) 5 542 61.9 70.0 90.0 70.0 80.0 80.0 90.0 45,1 51.5 70.0 87.3 70.0 80.0 80.0 90.0 7 - - 70.0 78.7 70.0 78.7 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB STD. SU. WITHOUT RISER STD. 8I11 WITH RISER LIMIT EXT.(+) LOADS TO 53.3 PSF LIMIT EXT.( +) LOADS TO 70.0 951 HI -RISE Stt.L WITHOUT RISER F9 -RISE SILL WITH RISER LIMIT EXT.( +) LOADS TO 87.5 951 LIMIT EXf.( +) LOADS TO 80.0 PSF STD. MTG. RAIN, S -2000 H.D. MTG. RAIL, S -2000 STD Ina NAIL S -2050 11 D MTG RAIL S -2050 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEG -219 Engr.• cm AR njCT RF.VtY `o FLA PE If 38883 OR=pl71o5 with Qbe yam. . CAN., 3538 I cotif Deft fC SEP 1 4 2009 z C I I 0 � 0 reo 3 a oz $Qa g gor Zak- MIO m g � R u 0. 0 drawing no. W03 -75 (sheet 2 of 9 ) MIAMI, FL. 33166 TEL. (3135) 624-7775 FAX. (355) 624-7777 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2000 GLASS TYPE 'A' WINDOW DIMS. A GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) INT.( -) 74" 7 700 105 -1/4" 26 10 .._ 70.0 ._. 111" 10 - 106 1/4" 38 ( 3/8" 3 0 70.0 111" 10 - 74" 7 70.0 106 -1/4" 90 -5 / 10 70.0 111" (4) 10 - 74° 7 45.4 105 -1/4" 83° 10 - 111" (5) 10 - 72 7 70.0 94' 24" . �• • 70.0 • tt 98' ( • 9 f0.0 • 4!•• • *II •• 70.0 • 7 . 2 " • 7 • • 98 (3) 9 700 • 84' •! 36' •:S••'0.0 •08' 11P 70.0 • 4 • di • • 6 .7 70.0 84" 48' 6 Sf •5.0 • • (4) • 9 70.0 1I • 04 •I • ••0 72" 6 • • 7 • :.2 1 • � •* 60 8 47.8 1 OS • 10 STD. SILL WITHOUT RISER 80.0 80.0 51.9 80.0 90.0 80.0 STD. MTG. RAIL GLASS TYPE 'A1' GLASS TYPE '81' GLASS TYPE 'C' EXT.(+) 70.0 70.0 80.0 80.0 70.0 700 80.0 80.0 70.0 70.0 70.0 70.0 70.0 70.0 I.0 a •7skG 7910 76.0 7%0 ••e,1) • 700 ee.e•• /MG so.• i • 110.0 S4. • 70.0 •• • ••0� • •...0 fmtv ▪ • = N0. OF AN� • W. HEAD & • • (•� = N0. OF ANC R JAMB • • • •••• • • • • NT.( - 90.0 90.0 70.0 70.0 90.0 604 90.0 90.0 90.0 90.0 80• 80.0 1.0 • ISA • Bag • 86.0 90.0 90.0 90.0 GLASS TYPE 'D' EXT.( +) 1NT.) -) 80.0 80.0 70.0 70.0 70.0 70.0 70.0 80.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 90.0 83.9 78.7 70 0 70 0 70.0 ti 570. SILL WITH RISER LOOT EXT.( +) LOADS TO 8.3.3 PSF LIMIT EXT.( +) LOADS TO 70.0 PSF 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 H.D. MTG. RAIL GLASS TYPE 'AI' GLASS TYPE '91' GLASS TYPE '12' GIASS TYPE 'E' EXT.( +) 80.0 80.0 90.0 IN1.( - ) 90.0 90.0 90.0 80.0 804 80.0 90.0 90.0 90.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 90.0 90 .0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 804 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 804 80.0 80.0 80.0 80.0 78.7 80.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH H1 -RISE SILL WITHOUT RISER HTD. ?AIL 90.0 9-20-00 00 90.0 90.0 Hyo. 5 - 2 -2 00 . -a + * i; 000 FM. MTG. 5411, 9-2050 H.R. A(T0. 5 °1L 5-2050 HI -RISE 911 WITH RISER LIMIT EXT.( +) LOADS TO 66.7 PSF LIMIT EXT.( +) LOADS TO 80.0 PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2000 8181)01 DIMS. WIDTH HEIGHT 74" 106 -1/4" 111" 74" 108 -1/4" 111 74" 74' 72" 84" 98 108" 72 84" 98' 108" 72 84° 86" 72" 26" (3) 38 - 3/8" (3) 50 - 5/8' (4) 83" (5) 24" (2) 36' (3) 48' (4) 60" (5) A 7 10 10 7 10 10 70.0 7 7 7 8 7 a 9 10 7 8 9 7 STD. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 NT.( -) 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 CLASS TYPE 'AI' GLASS TYPE 'dl' GLASS TYPE 'C' EXT.( +) 70.0 70.0 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 704 70.0 70.0 70.0 90.0 90.0 90.0 80.0 80.0 90.0 90.0 80.0 90.0 90.0 90.0 90.0 80.0 80.0 90.0 90.0 GLASS TYPE 'D' EXT.( +) 007.) -) 80.0 80.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 70.0 90.0 90.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 H.D. MTG. HAIL CLASS TYPE 'AI GLASS TYPE 111' GLASS TYPE '0' GLASS TYPE 'E' EXT.( +) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 INT.( -) 90.0 90.0 90.0 90,0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 80.0 80.0 90.0 A e NO. OF ANCHORS PER HEAD & SILL ( ) N0. OF ANCHORS PER JAMB (1/4w) 4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 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 Engr. Ova. YtOt IpOIDLICF REVI9W FIR PE It 3889'3 catimplyWg whin the Flaridp CAN 3538 likokitos CCAp N SEP 1 4 2009 z g e S cc 0 0 g D. 8k .1 C OC8. � 41110 c m V d 0 8 0 8 A 8 drowing no. W03 -75 (sheet 3 of LJ • •• • •• • TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • ••• ••• • ••• • • •1 •••• • • •t •••• • • • • a a as a SL1• Ji`�� 1BY WOOD BUCK 4 to TYPICAL ANCHORS SEE ELEV. FOR SPACING gi _ METAL STRUCTURE TYPICAL ANCHORS - .SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION at MULLION ANCHORS SEE SEPARATE NOA TYPICA ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING P 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 ELEV. FOR SPACING 1 /4" DIA, UI TRACON BY 'El CO' (Fu =177 KSI, Fy =155 KS1) RU 1BY BUCKS INTO NC. OR MASONRY ED INTO CONC. OR MAS INTO 2BY •.• BUCKS OR WOOD STRUCTURES 1 -3 8" MIN. PEN 1 - 1 DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MW. EMBED INTO CONC. OR MASONRY p14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. .090 ° ) 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) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO W003 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'e = 3000 PSI MW. C -90 HOLLOW /FILLED BLOCK I'm = 2000 PSI MIN. SEALANTS; FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WFEPHOLES: WI = 1 - 13/16" X 1/4" WEEPHOLES AT 3 FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END 10Y W000 BUCK SERIES -2000 SERIES -2050 Engn ARSHAD VIQAR, CIVIL FIA PE B 38883 CAN. 3... SEP 1 4 2009 PRODUCT REVl9ED 808R6dyin$ WItb to P1orl&s 621dong Cod, IMMeitento N Date )741741r/ 1 zsi 88998 < 0 V O u 5 drawing no. W03 -75 (efleet 4 of 9 • • • • • • • • • • • • • • ALT. • • TYPICAL ANCHORS_ SEE ELEVS. FOR SPACING 0 0 III 0 • • 0 • • 0 • • • • • • • • • • • • • • • • • 0 0 0 0 • 0 0 0 . . .. • • • • • O 0 0 0 • • • • O lb 0 0 • • 0 • 0 0 • • • • • • • • 11 0 0 II • lb • • • • • • • • 0 0 0 0 • • 0 0 0 0 E ALT. • 0 ID • • • • 0 0 0 0 0 0 0 • • • 0 0 • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM PART # QUANTITY DESCRIPTION ES1003 2A 551005 1/ VENT 591051 1/ VENT ES1004 1/ writ ES2004 I/ VENT ES1052 1/ Wm! 551053 1/ VENT 551007 2/ VENI 552001 ESOOI 2 122003 1/ FRAME HEAD STD. FRAME SILL HI-RISE FRAME SILL FRAME JAMB FIXED RAIL (2-2000) FIXED RAIL (5-2050) STO. VENT MEETING RAIL (5-2000) 6063-T6 - H.D. VENT MEETING RAIL (5-2000) 6 6 0 6 0 3: STD. VENT MEETING RAIL. (S-2050) 636 H.O. WAR MEETING RAIL (5-2050) 6063-76 - TOP AND BOTTOM RAIL 6063-T5 - GLAZING 13EAD 6063-T5 - 6063-15 - SILL TRACK iNSERT 6063-55 - STD. SILL RISER 6063-15 - SPRING LOADED VENT LATCH 6063-56 AT r FROM ENDS SWEEP LATCH ZAMAK AT 11" FROM ENDS, BY INTERLOCK JAMB STILE LATCH INSTALLATION SCREWS VENT LATCH SPRING FOAM FILLED FABRIC WSTRIPPPIC FIN SEAL PILE W'STRIPPING FRAME/VENT ASSEMBLY SCREWS FIX. RAIL SILL SCREWS (STD. SiLL END) FIX. RAIL SILL SCREWS (HI-RISE SILL END) VENT & FIX. RAIL W'STRiPPEIG FRAME JAMB W EiAFFLE BAFFLE SCREW GLAZING CASKET ROLLER HOUSING & GUIDE ROLLER ROLLER PIN WEEP OPEN CELL FOAM PAO 1/ VENT 5/16" BOX SCREEN 27 551505 - FLUSH FRAME ADAPTER • Eng,' 7SHAD VICAR CIVIL FLA. PE I 313663 CAN. 3536 SEP 1 4 2009 MATERIAL MANF./SUPPLIER/REMARKS 6063-16 - 6063-16 - 6063-16 - 6063-16 - 6063-16 - 6063-76 - - FH SMS ST. STEtL - SOFT PVC - PLASTIC - BRASS/ST SV - SCHLEGEL uLTRAFAB CRS P.H. SUS CRS P.N. us CIES P.H. SMS - uLTRAFAB - ULTRAFAB - M & M PLASTICS - F.H. SAIS ST. STEEL - - I" X 3/4" X 1" LONG OPTIONAL 6063-75 OPTIONAL L IN41 = 644"442geTC° : " IlwEV :7 the ' E • - Wil • 3 (,or /./4 0 4. 5 '0 0 csi re; — 25 4 Z 5 : _ ( LJJ IE L- g • 0 2 0 0 c 1 8 i drawing no. W03-75 (sheet 5 of 9 ) • • • • 1• • • • • • • I /4" Sp14 • • • • 1 •••• /• • ••• METAL STRUCTURE • 1/4 MAX. SHIM 4 4 • • • • SEE ELEV. OpR • R SPACING • • • • • • • • • • • • • �.J ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH VENT WIDTH XO LAYOUT OX OPPOSITE STD. 1[L X LAYOUT MLAM1 0ADE COUNTY APPROVED MULUON SEE SEPARATE NOA VENT WIDTH 1 /e MAX. 51-VMS TYPICAL ANCHORS o SEE ELEV. v FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACNG WINDOW WIDTH I _ WINDOW 'WIDTH 1/4" MAX. SHIMS 113Y WOOD BUCK v Co) HEAVY DUTY TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES -2000 VENTS WITH SPRING LOADED LATCHES Env.. ARSKA11 VKIAR 'CW0. RA PE / 38887 CAN. 3538 SEP 1 4 2009 FIET5DIICT MIRED 88p13k8w th4hR Florida gem :10ate g, 13 /- � V z 0 F CC o gig D L `�� f w01 8.a. g i32 g C .7 0 1 9 Oroeing no. W03 - 75 sheet 8 of g • N•••• • • • • • • • • • TYPICAL tIORS SEE ELEV. FOR SPACNG • • • • •• • • • • • • • • • • VENT MOTH EXTERIOR WINDOW WIDTH XO LAYOUT 05 OPPOSITE MAX • •• •• Y WOOD BU • • V •' STRUCT • C 1/4" S* •-• • • • • , 1 1 • • • •• J IS m 7.4II 7 • •• • • • • • • SCREEN OPT 1/4" MAX. SHMS EXTERIOR WINDOW WIDTH XOX LAYOUT MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH VENT WIDTH v o IBY WOOD BUCK TYPICAL ANCHORS vb. SEE ELEV. • FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING IN DOW WIDTH Vt. IBY w000 BUCK ( Cff HEAVY DUTY TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES -2050 VENTS WITH SWEEP LATCHES Engr. 41 -,HAD VIOAR OIVIL Fi CA.N. 8411 SEP Y 4 2009 DUCT REV SSi.D aM•rApkAng T6R• Bh¢ FI¢rH1P Witty Codf AMMOSTSte or,.; 0 We Veit, L a s 8 9 � o � C ry 1 8 o w o 4 0 u o w drawing no. _ W _ 03 -75 sheet 7 of 9 • • • • 3.437 2.186 .813 L •T •.813 s •@••• .078 .930 4 -1.400 2.330 0 SILL TRACK 14601 • • STD. FRANT set' • • .992 1.118 •• • • • • •'°' •• • .078 2A HI -RISE FRAME SILL 1.344 .500 • .715 • • • .048 2 .857 -^ .930 -1 VENT TOP /BOTTOM RAIL .489 • •• 1250 .813 • • • • JAMB ST LE ••• • 2.392• • • • 1.678 •4•• •I • 3 I ••• Typ, • • • • • .969 • • • • i • .082 2.816 .613 FRAME JAMB SILL RISER �1 .543 328 -1 H-.250 BULB VINYL 1.434 .868 .949 868 .837 .803 .062 L -11-.147 GLAZING BEAD 27 VENT LATCH 2.190 .062 J Imo--- 2.268 -�i FLUSH FRAME ADAPTER STD. MEETING RAIL SERIES -2000 H.D. MEETING RAIL SERIES -2000 FIXED RAIL SERIES -2000 .992 1 .930 1.212 -.994 -2.063 STD. MEETING RAIL SERIES -2050 H.O. MEETING RAIL ® SERIES -2050 2.181 .062 1.250 FIXED RAIL 58 SERIES -2050 1.130 .992 Env:, ARSHAO GAIL FLA. PE 38863 CAN. 38 SEP 142009 raeoucrztevisp Pr¢da 0 2 2 11 88 £s C3 8 88 drawing no. W03 -75 sheet 5 of 9J • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • •• • • • • • •• • •••• • • • • • • • • • • • • • • • • • • • • • • • •••• • • •• • • • • • . • • • VENT TOP /BOTTOM CORNERS FIXED MTG. RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CQBNER Env: ARSHAD VIOAR CiVfL' FLA PE # 38B63 CA•N. 38 • SEP 4 2009 X -� PRODUCT DISVPED exam OMAN Iftsettts Boldleg i 01 .►l+gAt' 0 c a v droning no. W03 -75 (sheet 9 of 9 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, F1.33138 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.miamiadade.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 High Velocity H DESCRIPTIO eries "3000" Aluminum Outswing French Doors w /wo Sidelites APPROVAL DOCUME : r wi , " " ` - " = -- ' - .• • = rench Doors (LMI) ", sheets 1, 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by AI- Farooq Corporation, dated 06 -10 -04 and last revised on MAR 25, 2010, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: 1. Lower Design Pressures of Door, sidelites, hardware, glass and threshold options shall control. 2. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options 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 tlg job te,3tthe regttpst of the Building Official. This NOA revises NOA # 09- 0825.04 4onsists phi 1:add Evidence page E -1, as well as approval document mentioned above. • • • • • • • • • • •• • • • • • ••••••• • The submitted documentation was reviewed bnshaq I. t hancta, V.E. MIAMI -DADE COUNTY APPROVED 44 mg .o s e. • • • • • • • • • • • • • • • • • • • NOA No 09- 1217.03 • • • • • • • • • • •. • • Expiration Date: September 16, 2014 • •• ••• ••• ••• ••• Approval Date: May 05, 2010 Page 1 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 09- 0825.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1 , 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by A1- Farooq Corporation, dated 06 -10 -04 and last revised on MAR 25, 2010, signed &sealed by Javad Ahmad, P.E. B. TESTS 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 drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL -5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL -3947 & FTL -3955 per TAS 201, 202 & 202 -94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (transferred from file # 09- 0825.04) C. CALCULATIONS (transferred from file # 09- 0825.04) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 12/08/09 signed and sealed by Arshad Vigar, P.E. 2. Glazing complies w/ ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer ", expiring on 12 -11 -2010 2. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer ", expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance and "No financial interest "issued by A1- Farooq Corp., dated 03/25/10, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated April 15, 2010, issued by Fenestration testing lab, signed & sealed by Jorge A. Causo, P. E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER •• ••• • • • • • •• 1. This NOA revises NOA # L9'( 2gOd, riisg, September 16, 2014. 2. Test proposal No( §):#02,$2 hilak; 0p /E7 / # 06 -0411 dated 07/31/07 & 02/06/06 approved by BCCO. • ••• • • • • 1 k.A. ) • 6.11 .1K-J-. • • • • • • •' • • • • Ish • I Chanda, P.E. • • • • • • • • • • • • • • Product Control Examiner • • •• • • • • • • • ••• • • • • NOA No 09- 1217.03 Expiration Date: September 16, 2014 ••• • • • • ••• • Approval Date: May 05, 2010 • • • • •E • • • • .•• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .._ FRAME WIDTH _ _ . (4) ANCHORS 33 11 /I6' 73^ 11 /16' AT MTG. STILES ,.. _ ' AND MULLION ENDS 6' MAX. FR _ HEAD & SILL v •` �\ FRAME HEAD & SILL 3 ° 6 3 FR. HEAD & SILL LL CORNERS r ' \A \ - . _�\ (C) I. -� 1 3.. - / `0 • /.. • •I • • II • II •__..It.__•_ •••1••• • ••1 •• • 7 ik - II 1' 16•• J . - _ / / / G _• ccno_ / /. /, \ \ III _ y_ -_ -__ \I I 1I\ 1 ' \ U) \ i t \ \ \ LOCK ONIONS - SEE SHEET 2 FOR CAPACITY // \ ,/' 1 // f I p / / / / // :I :I :I , ACTIVE �• , muf _____ • • • •••• • • •••• • 29 5/16 - / 7 28 3/16'• I 12 MAX HEAD ._ 29 5/16' •D.L. �a • • • A 5/16'• D.L. OPG 36 13/16' D.L. OPG. 33 5/16 • • • • • ••• •• • • • • • ••• • • • • • • • • •• •• LEAF WIDTH SERIES -3000 ALUM OUTSWING FRENCH DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES SIDE LRES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 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 UMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 146 3/8' oxxo STEP 1 STEP 4 STEP 5 INSTRUCTIONS: USE CHARTS AS FOLLOWS. FACE APPLIED iE MUNTINS BE USED 1 K u m DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS, HINGES, LOCK AND FRAME SILL OPTIONS USED. STEP 4 FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 2.1. FOR SIDELITE COMBINATION WITH DOOR OR S1DEL(TE SEE MULLION CAPACITY CHART ON SHEET 2.2. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. (4) ANCHORS AT MTG. STILES' TYPICAL ELEVATIONS TESTED UNITS BUTT HINGES SEE SHEET 2 FOR CAPACITY 76 FRAME WIDTH FRAME HEAD & SILL 3 . 1 73' 6 3 ( X ) NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. [ THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 1 SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED us Building Code the Florida 1 Acceptance No / '1� Eopi rda0 Dam "� sy 1C ff Mimr.i Dada. o iol I• ,= duct Control Enyr. JAYAD AHMAO CIVIL FLA, PE / 70592 C.4.6. 3533 MAR 21 2010 LOCK OPTIONS SEE SHEET 2 FOR CAPACITY / / PIVOT HINGES SEE SHEET 2 FOR CAPACITY $ 6 i [dror1o. W04 -51 sheet 1 of ) DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME HEIGHT INCHES FRAME WIDTH INCHES GLASS TYPES HINGES LOCKS '8', '8 & 'D' 'C' & 'F' 'E' OPTION 'I' OPTION '2' OPTION 'I' OPTION '2' EXT. (+) INT. ( -) EXT. i -) EXT. ( +) INT. ( -) EXT. _ . -) EXT. ( +) INT. ( -) EXT. . - EXT. ( +) INT. ( -) / 37 -1/2 39 -5/8 70.0 - 80.0 - 90.0 90.0 90.0, 90.0 100.0 100.0 -- 120.0 120.0 90.0 90. 'r.0 700.0 120.0 120.0 70.0 70. 80 • 80.0 100.0 100.0 120.0 720.0 100.0 DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME HEIGHT IWIC+IES FRAME WIDTH INCHES GLASS TYPES HINGES LOCKS 'A', 'D & 'D' 'C' & 'F' 'E' OPTION 'I' OPTION '2' OPTION '1' OPTION '2' EXT. ( +) INT. ( -) EXT. (+) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. (+) INT. ( -) EXT. ( +) INT. ( -) • r 95 3 71 -3/4 70.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 76 - - 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYUTE OPG. 2/6 (X) 31 -1/2 28- 11/16 20 -I /16 3/0 (X) 37 -1/2" 34- 11/16' 26 -7 /16 3/4 (X) 39 -5/8' 36- 13/16 28 -3/16' 5/0 (22) 59 -3/4" 28- 11/16" 20 -1/16 6/0 (XX) 71 -3/4' 34- 11/16" 28 -1 /I6' 6/4 (XX) 76" 36- 13/16 28 -3/16" HEIGHTS: DAYOTE OPG. NOMINAL HEIGHT FRAME HEIGHT . LEAF HEIGHT STANOARD BOTTOM RA6. HI- PROFILE BOTTOM RAIL 6/8 79 -3/4" I 77 -1/4" 69- 1/16' 65 -5/16 8/0 95 -3/4" 1 93 -1/4' 85 -1/16" 81 -5/16' • • • • • ••• 1•• •• I•• • ••11 •• • ••• • w • ••• 1•• • • • FRAME WIDTH WIDTHS: • t•• • • •• • • • • • •• • •• • • • ••• • • • • • 'X' DOORS 'XX' DOORS • • • • •• •• • • •••• • • •••• • • •• • • • • • 0.L. OPENINGS; 0.L.0. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (H7 RISE 80T. RAIL) 0.L.0. WIDTH = LEAF WIDTH - 8.625 HINGES: OPTION 81• THREE PIECE ALUM BUTT HINGE BY 'E.5. WINDOWS' (3) HINGES PER LEAF AT 11" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF WITH #10 X 1' FH SMS (6) SCREWS AT FRAME, (5) SCREWS AT LEAF OPTION 82• FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES, 5T. STEEL PIVOTS AND CALM. STEEL BRUSHES AND SCREWS (2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH 5/16 -24 X 1' FH MS (2) PER WING NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. J,OCKING HARDWARE' ACTIVE LEAF. OPTION AI. SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE 81TH (2) 1/4 -28 X 2 -1/2' 011 MS LEVER TYPE METALLIC HANDLE AT 37 FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8 -32 X 1 -3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4" FH SMS (2) SCREWS PER BOLT OPTION Ag; 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39 FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8 -32 X 2" OH MS INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH R8 X 3/4" FH SMS (2) PER BOLT NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E)300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 WATER INFILTRATION LIMITATIONS; WHERE WATER INFILTRATION RESISTANCE 15 REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL +70.0 PSF (X & XX DOORS) HI -RISE SILL = +90.0 PSF (XX DOORS) +120.0 PSF (X DOORS) STD. SILL, Eng. JAVAO AHMAO CIVIL FL. PE A 70592 C.A.N. 3538 MAR 2 5 2OW H! -RISE SILL PRODUCTRF.VISEX) as complying with the Florida Budding Code Expiration Date] �M By ,iLsa"} 1 .U,1a,+., 1846497 Dad0Troduat Control Division 0 . 2 ,i ° e ° g r no L W04 -51J (sheet 207 7 ) 0 0 Q U 0 41 0 § m 8 S 8 2 3 DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT. /IN. FRAME WIDTH INCHES GLASS TYPES 'A' ' 'C' 'E' 'F' EXT. ( +) INT. ( - ) EXT. (4.) INT. ( -) EXT. ( +) INT. ( -) 6/8 42 70.0 70.0 80.0 90.0 90.0 90.0 90,0 _ 7/0 39 ' 80.0 90.0 90.0 90.0 90.0 8/0 36 70.0 80.0 87.6 87.6 90.0 90.0 • ••• • •• • • •• • • • • •• • • • • • • • • •• • ••• • ••• • ••• to io (0) P.L. OPENINGS; D.1.0. HEIGHT = LEAF HEIGHT - 8.1875" (STD. 8OT. RAIL) O.L.O_ HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WiO F • jANEL WIDTH - 4.000" • • • •••• • •• ••• • • • • • • • • • /16" Hp. GLASS • • • • • • .090" INTERLAYER• • • • • 'DUPONT SENTRYCLAS PLUS' ••• • •• •• •• 3/16" H. CLAW • • GLASS TYPE 'A' 1/8" H.5. GLASS 090" INTERLAYER C'DUPONT SENTRYGLAS PLUS' o ` GLASS TYPE 'E' -1/8" H.S. GLASS J STATIONARY PANEL (0) OR SIDELITES 2 3/16" H.S. GLASS .090" 1NTERLAYER 'DUPONT BUTACITE PV8' rc • GLASS TYPE 'B' - - 1/4" H.S. GLASS GLASS TYPE 'F' 3/16" H.S. GLASS SILICONE SILICONE DOW eL•PIMM':• 95 7 DOW COR •••• .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" H.S. CLASS SILICONE SILICONE DOW CORNING 795 1J L DOW CORNING 795 1 GLAZING OPTIONS WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF HI -RISE SILL = +90.0 PSF Q. SILICONE F C 795 F DOW CORNING 795 1/8" H.S. GLASS 8 GLASS TYPE 'D' Ri -RtSE SILL .090" INTERLAYER - . DUPONT BUTACITE PV8' 5/32" H.S. GLASS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E)300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 - DEC -219 Engr: JAYAD AMMO CML FLA PE 1 70592 C.A.N. 3538 MAR ( 5 2U1U PRODUCT REVISED as complying with the Florida **Wing Code Acceptance No 09 Expiration Date BY '_C._(44 ay.,, Mia Dyad odact CmN4l Division o . 5.! ! • D 8 $ S �� .b_. `= C -- i drawing no. W04 -51 [sheet 2_lo( 7 DESIGN LOAD CAPACITY - PSF S9/ELITE WIDTH INCHES FRAME HEIGHT FT. /iN. DOOR TO SIDELITE MULLION SIDEWTF. TO SIDELITE MULL UNREINFORCED REINFORCED REINFORCED EXT.( +) /INT.( -) EXT.( +) /INT.( -) EXT.( +) /INT.( -) 6/8 80.0 90.0 80.0 90.0 '1E4, 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 800 80.0 90.0 7/0 • • • 80.0 80.0 90.0 80.0 . 80.0 80.0 80.0 90.0 .. . 80.0 90.0 60.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 18 • • �•• 21 • 24 l•• 27 • 30 33 i•• 38 •• • •••• • •• ••41 • •• 78.9 80.0 .0 90.0 90.0 ____ •I.1 • 80.0 90.0 • 67.9 • 65f1 • 80.0 90.0 80.0 90.0 • •y••• 78.9 90.0 4141 •• 76.0 90.0 E ... • f N Nt I 11 •11111 / I / / l . 4 c �J1 E ... • f N Nt I �J1 i t E ... • f N Nt • • • • 4 • • MULLION ••• • ••• • • ••• UNRaNFgEll • • •Itier . RCED • TO SIOFI ITC Miv.” • ••• •••• • • • • NOTER FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM 000RS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. I REINFORCED SIDELITF TO SIDFLITF MULI IQN (0 9 ) ( 099 ( XXO } ( 090 ) ( 0X90 ) Engr: JAVAO AMMO CIVIL FLA. PE 9 70592 CAN. 3538 ( X0X ) ( 00XX ) PRODUCT REVISED as complying wig' the Florida Building Code Acceptance No Expiration DateQgj. B __llu�w4kd° Miami Dade Product 041W Division 0 0 0 a3 00 C m o s s 0 o Frv5 B -3 c i m rt . drawing no. - 51 (shee t2,2of 7 ) . as / .'„ \ T I • • • • 4 • • MULLION ••• • ••• • • ••• UNRaNFgEll • • •Itier . RCED • TO SIOFI ITC Miv.” • ••• •••• • • • • NOTER FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM 000RS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. I REINFORCED SIDELITF TO SIDFLITF MULI IQN (0 9 ) ( 099 ( XXO } ( 090 ) ( 0X90 ) Engr: JAVAO AMMO CIVIL FLA. PE 9 70592 CAN. 3538 ( X0X ) ( 00XX ) PRODUCT REVISED as complying wig' the Florida Building Code Acceptance No Expiration DateQgj. B __llu�w4kd° Miami Dade Product 041W Division 0 0 0 a3 00 C m o s s 0 o Frv5 B -3 c i m rt . drawing no. - 51 (shee t2,2of 7 ) . as • ••• • ••• • • • • • • ••• • •• • •• • • •• • • • •• •• • • • • EDGE DIST. TYPICAL ANCHORS • • • • • • • • •••• • •• • •••• ••• • ••• •••• • SEE ELEVATIONS FOR SPACING 0 TYPICAL ANCHORS 3/16" X 1 -1/2" SEE ELEV. FOR SPACING WEEP SLOT 1/SILL AT S10ELITE5 EDGE D1ST. S. TATiO1VA,RY _ UNITS S TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 3/4` MIN. THROW BOLT PENETRATION 1/2" MIN. THROW BOLT PENETRATION INTO SILL EDGE 5T 3/16" X I -1/2" WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS EDGE D15T. OPERABLE UNIT$ IBY W000 BUCK RIM TYPICAL ANCHORS SEE ELEV. FOR SPACING }� -RISE FRAME SILL APPLICABLE TO STATIONARY AND OPERABLE UNITS 0 E. X IR- PROFILE BOTTOM RAIL APPLICABLE TO STATIONARY AND OPERABLE UNITS Engr: JAVA° AMMO CIVIL FLA PE # 70592 C.AN. 3038 MA 2 fi 2010 PRODUCT REVISED � complying the Florida Acceptance NoG Expiration We I rf By \.l IA Al LAA ° Miami Dade Product Control Dhasien drawing n0. W04 -51 • • • • • • • • • • • • •• • • • • •• • ••• • ••• ••• • ••• • ••• • ••• • • • •• ••• • • • • • • • • •• •• •• •• • • • • • • • •• • •••• • • • • • • •• •••• • • • •• • • • • • • • •• • • • • • •• • • • ••• •••• • • • • •••• TYPICAL ANCHORS — SEE ELEVATIONS FOR SPACING 6 EDGE GIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL. ANCHORS SEE ELEV. FOR SPACING r WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° DIA. ULTRACON RY 'FI CO' (Fu = 177 1(56 Fy =159 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONC. OR MASONRY " MIN. EMBED INTO CONC. OR MASON ET DIRECTLY INTO CON •' • NRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 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) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. Engr: JAVA° AHMAO CIVIL FLA. PE # 70592 C.A.N. 3538 PRODUCE REVISED as complying with Lhe Florida Building Codc Acceptance No AQ- Expiration Dam Fly \ ' '• ,\ Mimi Dude rodua Control Division 0 • • • • 0 to cg I • a a • 8 8 S : a ol� drawing no. 51 l (s heet W04 — 4 of 7 ) • • • • 1/4' MAX SHIM • ••• • ..• • • •••.N• •• •• • • • •••1Y• M" • • • • • •{• 1RPICAL ANCHII • • SEE ELEV. • • • • RIM SPACING • • • • • • •• • • • • • • • 1/4" MAX. SHIM SPACE • • DO X 7/4" SMS (✓D 6 FROM ENDS & 14" 0.C. MAX. •• •• •••• • • •••• • • • • • • • • • •YPICAL AN�IR•• • - SEE ELEV. FOR SPACING •••• 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. METAL FOR SPACING STRUCTURE FRAME WIDTH OPTIONAL REINFORCING / SEE SHEET 2.2 FOR CAPACITY .96" X 2' X .96" X 1/6" FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) FRAME WIDTH EXTERIOR ( X) ACTIVE LEAF LEAF WIDTH EXTERIOR ( OXXO ) TYPICAL ANCHORS SEE ELEV. FOR SPACING INTERIOR EXPOSED FLUSH BOLTS AT 10" FROM EACH END OPTIONAL CONCEALED FLUSH BOLTS AT 10" FROM EACH END IN- ACTIVE LEAF OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY .96" X 2" X .96 X 1/8" FULL LENGTH STL. CHANNEL STEEL TO BE PANTED OR PLATED) (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST 8E ENGAGED DURING PERIODS OF HURRICANE WARNING) E Jr: JAVAD AHMAO CIVIL FLA. PE 70592 C.A.N. PRODUCT REVISED as complying With the F7oride Building Code Expiration At Exp &otiatlDazo �• M iami Product Co tr Division s drawing no. W04 -51 j sheet 5 ot 7 z E 74 Ce 0 vi Fat/ I Q; O O i a Anao 16 . • «6120 ITEM p PART f QUANTITY DESCRIPTION MATERIAL MANE. /SUPPLIE II/ REMARKS ES3001 -1 653001 -2 1 FRAME HEAD 6063 -16 - 2 0009 FRAME JAMB 6063 -16 6063 -15 - - ES3002 -1 1 FRAME SILL (STANDARD) 653025 1 FRAME SILL (HI -RISE) 6063 -15 k nito ' ig ES3003 -1 AS REQD. 510E1.1TE ADAPTER 6063 -76 - E53004 AS REQD SHEAR PLATE 6 ANCHOR LOCATIONS 1 6063 -16 3" LONG ES3005 -1 2/ LEAF -t TOP AND BOTTOM RAIL 6063-75-1_ E53024 2/ LEAF HI- PROFILE BOTTOM RAIL 6063 -15 - E53006 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063 -T5 - E$3007 -1 1/ LEAF 000R LEAF - LOCK SIDE 6063 -16 - ES3007-2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063 -16 - E53008 -1 AS REQD. SIDELITE STILE 6063 -T5 - FB -1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES F3- 1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN Be ASSOCIATES ES3011 AS RE00. JAMB TRIM 6063 -T5 OPTIONAL ES3012 1 SILL COVER 6063 -T6 - _ 15 653013 _ 2/ LEAF WEATHERSTRIP ADAPTER 6063 -T5 - 16 ES3014 -1 4/ PANEL PANEL CLAMP 606.3-76 - 17 17A ES3003 -3 3/ LEAF HINGE ASSEMBLY 6063 -76 SEE SHEET 2 _ - 2/ LEAF PIVOT HINGES - SEE SHEET 2 J 19 - - DOOR LOCK (SAVANNAH 20151) - YALE 20 - _ - DEAD BOLT LOCK (PREMIER) - YALE 21 52232IN0 AS REQD. FIN -SEAL PILE WSTRIPPING - ULTRAFAB 27 653020 AS REOD. BULB WEATHERSTRIPPING VINYL AI SIOEUTE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1- 1/4"XI/8N4 -1/4' LONG 24 - AS REQD. HINGE REINFORCING BAR ALUMINUM 1/8 THK. X 7 -7/8' LONG 25 - 2/ LEAF 3/8' DIA. THREADED R00 W/ NUTS STEEL - - 26 - AS REQD. FRAME ASSY. SCREWS 810 PAN HEAD SMS 27 - AS REQD. MULLION REINFORCING CHANNEL A36 STEEL - ES4014 AS REQD. BOTTOM RAIL GLASS STOP NEOPRENE - 1-7 ; gl I 654019 AS REQD. PANEL SILICONE STOP NEOPRENE - - AS REM). 3/8' DIA X 1 /8 HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 654013 AS REQD. WEDGE GASKET - - 32 33 653022 2/ STILE FLUSH BOLT BRACKET 6063 -15 - - 2/ EMT. BRACKET INSTALLATION SCREWS - 810 X 1' 7H SMS 34 Q /LON AS REQD. 0008 PANEL W'STRIPPING - SCHLEGEL • • •• • • • •• • • • • • • • •• • • • • •••• • • • •••• • •• ••• • • • • • • • ••• • • • • • • • • ••• •• •• •• •• • • • • • ••• • • • ••• •• • •••• • • • • • • • •• •••• ••• • • • ••• • •• • • • • • •• • • • ••• •••• • • • • •••• Al Engr JAVAD NIHAU CIVIL MA. PE 1 70592 C.A.N. 3538 iN 9.6 2U1 {) PRODUCT REVISED Rs complying with the Florida Building Code Acceptance No Expiration Date / 2644 BY ZW.� 1 . l Miami DadeyrcduN Cordial Division .1 C o o o S 0 C N G g ry O A o `$ n drowing no. W04 -51 (sheet Got 7 • • • • • • • • • • • • 4 0 0 0 - - 2.250 . 1 0 5 `371 WEDGE GASKET iscALE t -.q I, I f a - 1. Q a P. 2 cc o 6 ct a Q a v a C w Q Qaa 0 °7 01 a 1 3 J Z � a Ws� 0.312 078 l' `2) FRAME HEAD ` - --- 85 Fes- 2.016 /JAMB t -- 2.000 �- 2.125 - C+ - -=+ n { I 3.350 -- 95 � }- x,.6008-°{ ' 88 �+ed • �s I • �� -- �� "" Y " " --T 2.674 r . SHEAR PLATE $ STEEL PIN � . � 0 +O 0+ 3.375 1 • 800 •. .852 (OPTIONAL) 045 z J a i 3 vs a .-. 4 ae m iz > ¢ tg n tO � 0P. . r Z • S Z „ W N .- e ,•••• 4••�.000 • 9 •.• • 4.. 913 - - . 3.500.••• •• •••••• • • • •••••• Q I 2.000 z - ®+ n !J II 11 • , JAMB TRIM ® 3 PIECE HINGE , •. • • .250 I J 31 t.ti2 • ••• • _ • • TOP /BUffi71El•RAIL -- • •.. 590 •••••• • .125 9 6a • • 2,674 078 Il .3 2.000 PANEL CLAMP _.� t . .750 / MULLION @ REINF. CHANNEL 2.000 -� •913 � 6 2 1 i!_ $ 1 e 13314S Sw1 35 ON 0300V 3NN '1108 A ,0, 50910 l S1N3RN00 0308 dad '538 3083939 .490 �{ i__ .563 1.145 2.163 .078 3.350 r bi) SIDELITE ADAPTER 7.zs0 .590 _. ppp- -- ,913 ¢ 1.750 l Oo ` 1.145 JL 1 b . - -- T 7.750 .094 10 SIDE LITE STILE S .062 I 1 /--.475 sz7 � 14 SILL COVER 1- 4.000 U FRAME SILL (STD.) 8 �. a ©0 1,954 4.625 .094 .5901.750 I 0 i `= _..` (u 1 I • -. I S _ .1,1-i 1.594 I ..nn ...nn 1.145 .062 En9r. JAVAD AHMAD FfFLA. N CA. 5638 70592 0.,. fr "J 2010 PRODUCT1 � as complyina Florida B g� i1 042174 Expiration Datc QQ��RI Dy a .078 uuca Division 2.000 o I 1.750 tt � ' .590 L_ .094 .913 �.1-...- U HINGE STILE �-- -J I * : drawing no � W04 -51 ` c - heet - -� b- 1.750• - ■L 13,3% HI-PROFILE BOTTOM RAIL -4.000 8 ® LOCK STILE /KEEPER STILE 4.000 ( FRAME FRAME SILL (HI -RISE) 6.1 of 7 ) • • • • • • • • • • • • • • • • •• • • •• 4 • • • • STATIONARY PANEL OR SIDELITE CORNER Engr: JAVAD 'WWI. CIVIL FLA. PE B 70592 CAN. 3538 PRODUCT REVISED as Complying With the Florida Building Code �{ Accaptane No (91M Expiration Dam Ry Sn} Miami Dada u Control Division z F O H w � 0 J LE . Obi G g h 8 a;LLT 611 0 -nod c-- Oa 0 c v a 5 N O m W J� O m 5 8 W04 -51 a b g n 1 t $. LL ? L1 drawing no. sheet 7 of 7 ••• - •• • • • • • • ••• • • .. • : 1 :1 : • • • FitAME TOP 0[* ER • • • • •• •••• ••• • ••• ••• • • ••• • •• • • • •••• • • • •••• • • • • • • • FRAME BOTTOM CORNER DOOR LEAF CORNER NOTICE OF COMMENCEMENT A RECORDED COPY Mir BE POSTED ON THE JOB SITE - TIME OF FIRST WIDEN PERMIT NO. TAX FOLIO NO. I) _ 2231 ),3 04 1,7 STATE OF FLORIDA COUNTY OF MIAMI-DADE 11-E UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street/address: A44 10 Q'A f 4- 6 - 8t- 1-o4 W . 1 1 2. Description of improvement: ?.p$ ��,� 1,43' r.• co r ( 111111111111111111111111111111111111111111111 CFN 2010R0443849 OR Bk 27339 Ps 09901 (190. RECORDED 07/01/2010 12:07:20 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY' FLORIDA LAST PAGE 3. Owner(s) name and address: in 0,,t+ ; i .Q r e.t, 2 8 0 N wA.�. R �^ oy-G � F L 33 I l01 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address",1 A Z 1 -) 4 KC_ 7 L '# l.twa. TrL333 5. Surety: (Payment bond required by owner from contract r0 FLOR11:tk COunri O,° DACE 1 HERESY CERTIFY that &Is Is truo copy of Me Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state. of Florida designated by Owner upon om notices o o 'er d provided by Section 713.13(1Xa)7., Florida Statutes, Name and address: ments may be served as , 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name rill vd') t o v 'S'D Z Prepared by c�� C�d�e.A[ ex04 hdt3 =XI, fit ) .-rkosCI .'Fl 33 Swom to and subscribed before me this24 Notary Pub ` Print No . s Name My commission expir 113 01-38 8104 PAOE3 Njes ip 2Z) 1.) day of..- , 20151_ N O TARypUBLIC -S'TATE pF R1DA Nicole Ryan Address: t ,,.,, "xPire$:A 2 128 MAIM inxDdT�N7TCB0 II 2011