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WS-09-1391
Project Address 1460 103 Street Miami Shores, FL Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 CHRISTOPHER & MONICA SAVITS Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $12.00 $4.00 $5.00 $320.00 $15.00 $50.00 ($50.00) $8.00 $364.00 Building Department Copy Address Contractor(s) HOME OWNER Phone Cell Phone 9 lttdolsl ' PROVED Expiration: 02/2112010 Parcel Number 1132050310060 Block: Lot: 1460 NE 103 ST MIAMI SHORES FL 33138 -2626 Phone Valuation: Total Sq Feet: Type of Work: WINDOWS & DOORS No of Openings: 22 Additional Info: IMPACT Classification: Residential Authorized Signature: Owner / Applicant 1 Contractor / Agent Invoice # Total Amt Paid Amt Due WS -8-09 -35681 $ 364.00 $ 50.00 WS -8-09 -35681 $ 364.00 $ 364.00 $ 0.00 Check #: 1196 Applicant CHRISTOPHER & MONICA SAVI' August 31, 2009 Date Cell $ 20,000.00 0 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. August 31, 2009 1 Permit Type (circle): Building Roofing Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 77 ,\FMT l�� w 1009 L. BUILDING Permit N Yfr C L p PERMIT APPLICATION Master Permit No. FBC 2004 Owner's Name (Fee Simple Titleholder)) C h r i � y a- d / �' Phone # Owner's Address 1 f 6 0 Iv £ 1 0 3 ri u City 1 "t Y s+7 / ( State F L. Zip ? 318 7 C- r 72 - 3 s �y Tenant/Lessee Name Phone # Job Address (where t h e work is being done) 1 N (0 WI; 1Q c71 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO X Contractor's Company Name 0 W h IL °1)et Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ i 2..0 0 0 0 � Mt. r � �o nra ti Q0 a Type of Work: QAddition [Alteration Describe Work: w 4 ^ 0 v ^ e p 'r L t l /Replace 0 Demolition Permit Fe $ ********** * * * * * * * * * ** *** * * *** * ** ** * F ** *** * * * **** * * * ** * ** ******** *** (G� 3ub O tt l at l e $ —511) 3 12 1 s CO /CC � A� Notary $ S O v Training/Education Fee $ 'T ' 0 0 CC F $ Technology Fee $ ZS- 00 Scanning $ )3 C0 Radon $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $Cr) DPBR $ Zoning $ See Reverse side -+ Bonding Company's Name (if applicable) 11 y.,� 4(0 Bonding Company's Address f - ie� ` rr o DA r a 8 City State Mortgage Lender's Name (if applicable) - Mortgage Lender's Address 305 8c15 q q 7 3 City State 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 inspectio curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will .:. ap rov r nd a reinspection fee will be charged. Signature - " Signature Owner or Agent Contractor The foregoing instrument was acknowled ed before me this The foregoing instrument was acknowledged before me this day of if i.li y , 20 , by ( S �0 , day of , 20 _, by me or who has produced who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: who is ersonally known NOTARY PUBLIC: My Commission Expires: / fr APPLICATION APPROVED BY: (Revised 07 /10/07) As identification and who did take an oath. ********************************** ********* *** * * ** ***** ***** * **** x ****a * ** * *********** *** Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 08/26/2009 11:37 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES la 001/001 `'firs instr t Preparers f,y / ay/4 A dd r ess-1 .�.,1r..0...._./�[. ._�V "/-�. �� /� J; SilortS Pi 3 Permit No Its SLA TE OF r(or/a -- H ..eV COE OF 7 THE UNDERSI ONE() hereby gives notice that improvement will be made to certain real property, and in accordance with NNE br.. Chapter 713, Florida Statutes. the following information is provided in this Notice of Commencement w le- e lm rioNc c r,.a Lil "' 1.1M^ r3 • r 'NI- P7 1101.111py •'L wti r• moans m at11t�� .* i-- c • i CLl . G fi r W '4- C-4 ..I i-: e1 + co r' •• *0 CO • r. =a LG = W Ls.I *L C+ +^ tL h. Phone number: C.4 Cd 8. to addition to himself, Owner designates the to4owing person(s) to recelve a copy of the Lienor's Notice as provided in Section 7.13.t3(1)(b), Florida Statutes: a. Name and address: b. Phone number. 1••• . C..) C4 01 ti W ':E si 4Y i NOTICE OF COMMENCEMENT Description of property: (legal description of property, and street address if availabtc / f '` 0 ' 3 .s "'fig, Ai/ SGlvrrS r' / 33/3 F' 2 General description of improvement: 3. Owner information a. Name and address: r (CA b. Interest in property* c. Name and address M fee simple titleholder (if other than owner): 4 Contractor: Meryl a. Name and addres TA.1 .Kg, ( C4L b Phone number: a0 K -.- -"no g ygc. � S Surety a Name and address: h Amount of bond S c. Phone number 6. tender a. Name and address: b. Phone number: Tax Folio No. v d4 Mfoc ,VE 103 s-t , ,q,cv4i Viva F/ X 3 ( 3 8 $ctyrfs 1160 /O /Iftwo's' 17 r/33/3t 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: 8. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or Owner's Authorized OfficfriDirtior Partner /Manager "1 a art €ra qI1-1 Signatory's Title /Office 11 ;s foregoi g instrument was acknowledged before me this 3 ( day of A&JGv s � __ . (year) by 1 Ps. k n . A+� 4 S , (name of person) as wNeri / / (type of authority, ...e.g. officer, trustee, attorney in fact) for 0 wArez behalf of whom Instrument was executed). (name of party an �i Signature of Notar • c - State of Florida Print, Type, or Sta p Commissioned Name of Notary Public Commission Number • Personally Known or Produced Identification !/ pt to Section 92.525, Florida Statutes Under penalties of poryury, I declare that 1 have read the foregoing and that the facts sta ed in it are true to the best of my knowledge and belief. Signature of Nang Above NAME: /yet e r ADDRESS: VILLAGE OF MIAMI SHORES 0 WNER BUILDER DISCLOSURE STATEMENT DATE: /V4 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction tn.be done by a licensed contractor. You have applied for a permit under an exception_ to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale•or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a viol'dtion of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have I1oenses. required by state law.and by county or munloipal licensing ordinances. Any person working on your building who is not licensed tthyst work under your supervision and must be employed' by you, which means that you must deduct F.LC.A and with- holdings tax and provide workers' pompensation for that employee, all as prescribed by law. Your construction . • must comply with all applicable laws, ordinances,.buildings codes and zoning regulations. Please rcgd and initial each paragraph. 1. I hold. title to the above property and I am planning on doing this construction Myself. �aov9 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. •Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required. to be issued for reinstatement of the permit, Initial /2"--k 3. 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. 5. 1 understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of ai attorney. The department will not mitigate any contract disputes. 6. I understand that if I compensate any person or company for work performed they are requited to have a business License in the con*. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Was .acknowledged before me this o[.V day of Initial Initial 7. I understand' that if any person gets injured on my construction project—they are entitled to workmen's compensation.. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do . any Electrical, Plumbing, Heating, Air & Roof work on my 'property with out first obtaining the proper permits by licensed contractors. Initial By 1-(1k—Ctli--0- S,V f lJ who was personally known to me or who has Produced there License orl\ — b0" I itification. ‘scf , CL � �D73 2611 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must attached) °:7 C 1 tt..S PROPERTY OWNER: PERMIT # Created on June 2009 ADDRESS: ) < O & FOLIO NUMBER: II L3 XJ 3 lQQ (0Q FLOOD ZONE: 4 f BASE FLOOD ELEVATION 10 FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): NIA COST OF PROPOSED IMPROVEMENTS: 20 ) OCO (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (ate, : ppraisal): OWNERS SIGNATUR / DATE: g -2- C ) 0 9 PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: ECO -GUARD SERIES -100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 6" MAX. HEAD CORNERS FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 53 1/8" WINDOW WIDTH 47 3/8" D.L.O. (FIX. UTE) 12" MAX. HEAD i !t 1 1 1 ,tti II 4' 11 I I - f1 II 1 'I H 11 11 1 I II 11 47 3/8" 0.L.0. (VENT) 50 3/16" VENT WIDTH EQUAL LITES I I II II II I I II 1 NO ANCHORS AT SILL TYPICAL ELEVATIONS TESTED UNITS FALSE MUNTINS_/ (SURFACE APPLIED) OPTIONAL THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 6" MAX. HEAD CORNERS � I 1 1 �� 1 1 214 1 I ,. 1 ==== 41__ == ==== :F = =__ 1 11 1 1 II I II i 1 = - 11- = - - f = == II +I I I ~ Engr: DR. HUMAYOUN FAR000 S1Rti)CTURES FLA. PE / 16557 C.A.N. 3538 2 3 2009 53 1/8" WINDOW WIDTH 47 3/8" D.L.O. (FIX. UTE) 12" MAX. HEAD 11 11 t 11 1 I 11 I 47 3/8" D.L.0. (VENT) 50 3/16" VENT WIDTH 11 11 II 11 NO ANCHORS AT SILL UNEQUAL LITES (ORIEL TYPE) Ap1IIImKmareft n � d.arB' d7 I, N N (0 N 0 J 1- c 0 0 ° L . .,• � • • •R• • 0 • • • • •• 1•• • • • • a ••. •1 ••• ) • r ci tfia g' no. • V1,0b 1 -08 1 9•••• • • • •••• (stlbet f of 6 } •••• • • • •a•••• • • •••••• • • • 000000 00000 • • ••••• • • •••••• • • • ••••• • • • •••••• EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.(+) INT.( -) EXT.( +) INT.( -) 32" 37" 40" 48" 53-1/8" 26' (3) , 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24" 26 -1/2" 32" 37" 40" 48" 53-1/8" 38 -3/8" (3) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19 -1/8" 24" 26-1/2" 32" 37" 40" 48" 53-1/8" 50 -5/8" (4) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24" 26-1/2" 32" 37" 40 or 53-1/8' 63" 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8 24° 26-1/2* 32" 37" 40" 48 53-1/8 ® 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 76" 75.0 90.0 75.0 90.0 (6) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) INT.( -) EXT_( +) 1NT.( -) 19 -1/8" 24 26-1/2' 32" 37" 40' 48 53-1/8 50 -5/8" (4) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19 -1/8" 24" 26-1/2" 32" 37" 40" 48° 53-1/8" 63" (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 19-1/8" 24" 26 -1/2" 32 37" 40° 48° 53-1/8" 76" (6) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 X w x z g WIDTH EQUAL LITES 1/8" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' GLASS TYPE 'A' 1/8" HEAT STREN'D. GLASS SILICONE DOW 899 z 2 GLAZING OPTIONS 3/16" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' GLASS TYPE '13' 3/16" HEAT STREN'D. GLASS SILICONE DOW 899 WIDTH UNEQUAL LITES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC - 1 9 Engr: DR. HUMAYOUN FAR000 SSRUCTUP.ES FLA. PE. # 16557 C.A.N. 3538 2 3 2009 d C c 0 N > c 0 0 0 N 0) O u r 2 1- W NO O c }- ,5 M • L- 3 L 0 • `n a W r M N N N 0 iok • • 1 •• 4 0 i � • 8e4:14111 no. taffr 08 (sfleet 2 of 6 ; • • ••• 0 • • • • • • •• 0• •• • • • • 0 • • •0• • • • ••000 • • •••••• • • •••••• ••••• • • 0000 • • 00000 • • ••00•• • • • •••••• 1BY WOOD RUCK 4 4 4 4 4 Q a 4 4 4 4 4 a � 4 4 9 a 0 4 i. u J I. i r +irl ! it • l TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 4 20 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING y a N METAL STRUCTURE MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 2= 000 BUCK OR W000 S URE TYPICAL ANCHORS J TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WIT JOINT SEALER. WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu -120 KSI. Fy =92 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" 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 1-1/2" MIN. EMBED INTO CONC. OR MASONRY 1/4 DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILUNG SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 P51 MIN. MASONRY f'm = 2000 PSI MIN. Engr: Oa. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 CAN. 3538 2 3 2009 • Ql oroT m Z P O H <2 I fe 0 C a . u. e n i ` 4. 8 Q a. << 0 4 6 E fr O W Jnc 1. J '8 0 0 U In c 0 0 c 0 a C 0 N d . .o 0 0 0 0 t 0 • • • • • • qa • l••• si w c � d $ �' no. W09—R08 • _ _-• • • (shget 30f 6 ) • • •• •.• • • ••• • .• • • • • • •• • • • .• • •••• • .•.• • • •.••.• • • ••.••• • • • ••• • •.••• • • • •..• • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD B � WOOD STRUCTUR MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH VENT WIDTH EXTERIOR D.L. OPG. WINDOW WIDTH SCREEN OPTIONAL WINDOW WIDTH ITEM # 1 2 3 4 5 6 7 8 8A 9 12 12A 14 14A 15 16 18 19 19A 20 20A 21 22 23 PART # FYI01 FY115 FY103 FY104 FY105 FY114 FYI07 FY108 FYI09 FY116 SL203P #8 X 5/8" j8 X 1" #8 X 3/8" E207 E203 W23181 FY117 ,#6 X 3/8 F210 #8 X 5/8" FY120 REQD. 1 1 2 1 1 1 2 AS ROD. AS ROD. 2 /VENT 2 /VENT 2/ LATCH AS REQD. 2/ VENT AS REQD. AS REQD. AS REQD. 4/ VENT 1/ GUIDE 2 /VENT 1/ BALANCE AS REQD. 1 DESCRIPTION FRAME HEAD FRAME SILL FRAME JAMB FIXED MTG. RAIL VENT TOP RAIL VENT BOTTOM RAIL VENT SIDE RAIL GLAZING BEAD (5/16 LAM. GLASS) GLAZING BEAD (7/16 LAM. GLASS) SASH STOP SWEEP LATCH, AT 12 -1/2 FROM ENDS LATCH INST. SCREWS FRAME & VENT ASSEMBLY SCREWS BOTTOM RAIL ASSEMBLY SCREWS BOTTOM RAIL SEAL - SERIES 101 GLAZING BEAD BULB FIN SEAL WSTRIPPING SASH GUIDE SASH GUIDE INST. SCREW SASH BALANCE BALANCE INST. SCREW GLASS SPACER 5/16" BOX SCREEN FLUSH FRAME ADAPTER MATERIAL 6063 -76 6063 -T6 6063 -T6 6063 -76 6063 -T6 6063 -76 6063 -T6 6063 -T6 6063 -T6 6063 -T5 ZAMAK ST. STEEL CRS CRS NEOPRENE SANTOPRENE CELCON CRS SILICONE 6063 -76 MANF. /SUPPLIER /REMARKS SULLWAN & ASSOC. FH SMS PH SMS PH SMS ULTRAFAB ULTRAFAB ULTRAFAB M &M PLASTICS 011 SMS TYPE B SUPERBOOST BY BSI P FH SMS FRANK LOWE OPTIONAL OPTIONAL 1/4" MAX. SHIMS IBY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE I 16557 C.A.N. 3538 FEB 2 3 2009 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE dm z O Z O 6. O . Y• O t • m O QQ$ O ° n p'`p E • N 0 • W tkJ J c� c))a 4t 61i g n A v J • •1 N s. 2• e• • •``• D 1 d• • a o• 'g • .- 0) 0 a O U • a • ft 4r w.11re9 f10. WO9 - O8- (sdeet'4 of 6 • • • • • • • •• • ••• • •• • • • • • • • • • • • • ••• • • • •.•••• • • •••••• • • • 000000 0000 • • •.••• • • • . • • • • • • •••••• • • • •••••• ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: DR. HUMAYOUN FAR000 STRUCTURES FI A. PE i 10557 • C.A.N. 35:18 • c 9 c C O .> 0 c 0 0 0 d 'O O . O c 1 W J . O1 3 a 0 0 N 2 W H w } Nw 1 0 O EM Z � w • w O Iw 1l) W N _ • • • • 4 •) • • a}. u ▪ 1 • darj,({0. no. W0-08 • • (stteetia8f 6 ) • • • •• • • • •.• • ••• • • • • .• • • • .• • • • •.•• • • ••..•• • • • • • • OOO 600 •.. .• • • •..•• • • •••••• • • •••.•• • • . OOOOOO 0 1 1.375 .874 1.250 1.340 2.750 1.140 -.4 .813 2.812 FRAME HEAD 1.202 FIX. MEETING RAIL VENT TOP RAIL .062 2.063 VENT BOTTOM RAIL FRAME SILL 2.188 .045 2.750 1.067 r 1.281_1 .519 .621 FRAME JAMB .394 -q .803 .050 ` .803 1.04 7 1.047 GLAZING BEADS (&! r 1.434 --1 VENT SIDE RAIL .062 1.140 23 FLUSH FRAME ADAPTER FRAME CORNERS DETAIL, VENT CORNER DETAIL Errgr: OR. HU'MAEOUN FA.R000 STRUCTURES FLA. PE # 1'6557 C.A.N. 3538 y1 u • ••• • • 0 1 ••• .•... • • . • • W J : 08 • • . • • ••• 6 (shtet of 6 )1 • • •••• • • •••••• • • •••••• • • • •••••• 00000 • • ••••• • • •••••• • • •••••• • • • •••••• Opening ( ze 21 20 19 18 SH SH SH SH WWW.ENGEXP.COM PH: (954) 354 -0660 CERT OF AUTH #9885 FAX: (954)'354 -0443 1A. ECO Guard Series 100 SH 19 x 75 "''• (NOA#09- 0224.07) 1 B. ECO Guard Series 300 FW 49 5 /TS x 75 % (NOA #09- 0413.08) 2. ECO Guard Series 200 SH 19 1 12 x 51 (NOA#09-0312.08) d S 3;' ECO Guard Series 200 SH 94 x46 (NOA#09- 031208) 4, ECO Guard Series 200 SH 53 x 39 (NOA#09-0312.08) 5. ECO Guard Series 200 SH 19 x 39 (NOA#09-0312.08) 6. ECO Guard Series 200 SH 53 x 39 (NOA#09 -031208) 7. ECO Guard Series 200 SH 53 x 39 (NOA#09 -0312.08) 8. ECO Guard Series 200 SH 53 x 39 (NOA#09-0312.08) 9. (NOA#09-0312.08) ECO Guard Series 2005H 11o 10. ; ECO Guard Series 200 SH 36 x 63 (NOA#09-0312.08) 11. ECO Guard Series 200 SH 110x63 (NOA #09- 031208) 12. ECO Guard Series 200 SH 36 x 63 (NOA#09-0312.08) 13. ECO Guard Series 200 SH 110 x 63 (NOA #09- 031208)' 14. ECO Guard Series 200 SH 73 x 63 (NOA#09- 031208) 15. ES Windows Series 3000 FD 142 x 80 (NOA#07- 0828.09) 16. ES Windows Series 3000 FD 95 x 80 (NOA#07- 0828.09) 17. ECO Guard Series 200 SH 106 x 51 (NOA#09- 031208) 18. ECO Guard Series 200 SH 51 x 53 (NOA#09 -031208) 19. ECO Guard Series 200 SH >, 50 x 17 (NOA#09- 0312.08) 20. ECO Guard Series 200 SH - 37 x 39 (NOA#09- 03120E) 21. ECO Guard Series 200 SH 107 x 51 (NOA#09- 0312.08) 22. ECO Guard Series 200 SH 63 x 51 (NOA#09- 031208) — _ 22 SH r 17 SH 1A SH 16 (2) FD 1B (3) � 15 FW 1 A FD SH NE 103rd St. 14 SH 13 1460 2 First Floor SH SH 1- 1 12 SH 3 SH — 4 5 6 7 8 9 10 SH SH SH SH SH SH SH 11 SH SAVITS RESIDENCE 1460 NE 103rd St. Mimai Shores, FL 33181 - Project # 09 -AGC -0001 GENERAL NOTES 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE-SPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON -GLAZED OPENINGS AS PFTOPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IS OFFERED AS TO THE OR APPUCABILITY OF ANY PROPOSED PRODUCT AND APPROVAL IN FORMATION ISSSPECIFICALLY COMPONENT UR REFERENCED AND ADDRESSED HEREIN. 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. AU. EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL OFFICIAL. 3. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS WORK REPLACES THE EXISTING FRAMING. THE CONTRACTOR/BUILDING OFFICIAL SHALL VERIFY THAT THE SUBSTRATE EXPOSED DURING WORK IS SOUND FOR INSTALLATION OF 1F11S SYSTEM. IF DEFICIENCIES FOUND IN THE EXISTING HOST STRUCTURE, THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO RE- INSPECT AND REEVALUATE DESIGN. NO WARRANTY, EITHER EXPRESSED OR IMPLIED. 15 CONTAINED HEREIN. 4. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO THAT OF MANUFACTURERS SPECIFICATIONS AS SUMMARIZED HEREIN. e. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA THEY MAY VARY SLIGHTLY, TO THE EXTENT THAT THE OPENING AREA IS NOT SMALLER THAN S% OF THE ENGINEERED DESIGN CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION. e. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR et el INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR AU. COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ��,� SCAM NOT TO SCALE Aug 18, 2009 CODES ERECTION, & CONSTRUCTION N 11115 PLAN BEYOND THAT WHICH 15 CALLED FOR BY LOCAL, STATE, & FEDERAL 7. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON SUPPLIED SUPPL DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. • ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION • ?AaE DEeCREn0N: First Floor pmeg I pF � 1 Openin I (WI( �ZM 24 SH P.E. 011E3048549 23 E5 Windows Series 3000 FD "95 x 82 (NOA#07- 0828.09) !' 24. ECO Guard Series 200 SH - 107 x 39 (NOA #09- 0312.08) 25. ECO Guard Series 200 SH r; 37 x 39 (NOA#09- 0312.08) 26. ECO Guard Series 200 SH 37 x 39 (NOA#09- 0312.08) 27 . ECO Guard Series 200 SH 48 x 18 (NOA #09- 0312.08) VAUD FOR IJOBIE ONLY MitoOTT7wmiKAMENSTEERSEAL, ENGINEERING 160 SW 12th '4.41, .::EXPRESS° DEERFIELD BEACH EL 33442 WWW.ENGEXP.COM PH: (954) 354 -0660 CERT OF AUTH #9885 FAX: (954) 354 -0443 I sH 1460 NE 103rd St. Second Floor 23 (2) FD 26 SH 27 SH SAVITS RESIDENCE 1460 NE 103rd St. Mimai Shores, FL 33181 GENERAL NOTES 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE - SPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED/NON- GLAZED OPENINGS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED. IS OFFERED AS TO THE OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSURES PRODUCT AND APPROVAL INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN. 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL 3. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS WORK REPLACES THE EXISTING FRAMING. THE CONTRACTORBUILDING OFFICIAL SHALL VERIFY THAT THE SUBSTRATE EXPOSED DURING WORK IS SOUND FOR INSTALLATION OF THIS SYSTEM. IF DEFICIENCIES FOUND IN THE EXISTING HOST STRUCTURE, THIS ENGINEER SHALL BE NOTIFIED BEFORE COrv1INUINU CONSTRUCTION AND RESERVES THE RIGHT TO RE- INSPECT AND REEVALUATE DESIGN. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN. 4. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL CONFORM TO THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN. 5. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA THEY MAY VARY SLIGHTLY, TO THE EXTENT THAT THE OPENING AREA IS NOT SMALLER THAN 8% OF THE ENGINEERED DESIGN. CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION. e. ENGINEER SEAL AFFIXED HERE TO VAUDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR et el. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ER TI & FRO CO EVIR OF THIS ICES.BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL 7. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE N ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. • ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION • COPYN6NTE- T21�pbT.Cd1 SCALE, NOT TO SCALE DATE: Aug 18, 2009 pAGE GEGGwpRGl Site Plan pA �Gp2 2 it i , h 60 - Max Positive Pressure (PM PM T + = qh(0 GC ppos + GC0) Pmax+ = qh(0 GCpp + GC0) Max Negative Pressure (P PM = g GC - GC0) Pte- = g GC - GC it i ,,e , - E lation Af 11 { _ 2) AraT a ii 46.32 - 0.9 r -1.0 P! 1B _ 49.33 x 75 Int 7 25.69 13.02 0.85 54.5 -59.4 1A 19 x 75 Int 7 9.90 13.02 0.85 46.32 1.0 -1.1 57.1 -62.0 2 19.5 x 51 Int 7 6.91 6.02 0.85 46.32 1.0 -1.1 58.1 -63.0 3 94 x 46 Int 7 30.03 20.45 0.85 46.32 0.9 -1.0 53.9 -58.8 4 53 x 39 Int 7 14.35 6.50 0.85 46.32 1.0 -1.1 56.7 -61.6 5 19 x 39 Int 7 5.15 3.52 0.85 46.32 1.0 -1.1 58.1 -63.0 6 53 x 39 Int 7 14.35 6.50 0.85 46.32 1.0 -1.1 56.7 -61.6 7 53 x 39 Int 7 14.35 6.50 0.85 46.32 1.0 -1.1 56.7 -61.6 8 53 x 39 Int 7 14.35 6.50 0.85 46.32 1.0 -1.1 56.7 -61.6 9 110 x 63 Int 7 48.13 28.01 0.85 46.32 0.9 -1.0 52.1 -57.1 10 36 x 63 End 7 15.75 9.19 0.85 46.32 1.0 -1.3 56.4 -74.3 11 110 x 63 End 7 48.13 28.01 0.85 46.32 0.9 -1.2 52.1 -65.9 12 36 x 63 End 7 15.75 9.19 0.85 46.32 1.0 -1.3 56.4 -74.3 13 110 x 63 Int 7 48.13 28.01 0.85 46.32 0.9 -1.0 52.1 -57.1 14 73 x 63 End 7 31.94 12.34 0.85 46.32 0.9 -1.2 53.7 -69.0 15 142 x 80 Int 7 78.89 46.68 0.85 46.32 0.8 -0.9 50.3 -55.2 16 95 x 80 Int 7 52.78 20.89 0.85 46.32 0.9 -1.0 51.8 -56.7 17 106 x 51 Int 7 37.54 26.01 0.85 46.32 0.9 -1.0 53.1 -58.0 18 51 x 53 Int 7 18.77 6.50 0.85 46.32 1.0 -1.1 55.7 -60.6 19 50 x 17 Int 7 5.90 5.79 0.85 46.32 1.0 -1.1 58.1 -63.0 20 37 x 39 Int 7 10.02 3.52 0.85 46.32 1.0 -1.1 58.1 -63.0 21 107 x 51 Int 7 37.90 26.50 0.85 46.32 0.9 -1.0 53.0 -58.0 22 63 x 51 Int 7 22.31 9.19 0.85 46.32 0.9 -1.0 55.0 -60.0 23 95.5 x 82 End 7 54.38 21.11 0.85 46.32 0.9 -1.1 51.7 -65.0 24 107 x 39 End 7 28.98 26.50 0.85 46.32 0.9 -1.2 54.1 -69.7 25 37 x 39 Int 7 10.02 3.52 0.85 46.32 1.0 -1.1 58.1 -63.0 26 37 x 39 Int 7 10.02 3.52 0.85 46.32 1.0 -1.1 58.1 -63.0 27 48 x 18 End 7 6.00 5.33 0.85 46.32 1.0 -1.4 58.1 -77.8 Site Information: ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-05 Section 6.0 Wind Loads Florida Building Code 2007. Owner. SAVITS RESIDENCE Wind Speed Fnre Category: Velocity Pressure Coef. (Kt,): ASCE 7- 11 s Sec-65.46706k 6- 2: 6- 3 Directionality Factor (Km): Topographical Factor(Kzr): 146 MPH C 0.90 1 1.0 Structure Information: Stricture Category: Importance Factor (I) ASCE 7 - 0J. Tab/es 1-114-1 Building Classification: Int Pressure Coef. (GC0): "mg 7 -173. rtgarc 6-5 Mean Roof Height (h): Roof Slope (0) Roof Slope Coefficient (%) ASCE 7-05. Figure ILEA. Note 5 Min. Building Dim. (L): End zone Distance (8): ASCE 7-05, Figure 6.2, Nate l0 II 1.00 Enclosed 0.18 20 ft. 12 deg. 1.0 30 ft. 3 ft. © 2009 E- Tempestcom 08/18/2009 Prepared in accordance with: ASCE 7 -05, Section 6 - Wind Loads Florida Building Code 2007 ed. Page 1 of 1 Maximum Design Pressure ( PM X +, PM -): ASCE 7 -05, Section 6.5.12.2 Device Calculations: ASCU 7 -05, Section 6, All Subsections. 1. THIS INFORMATION S INTENDED TO PROYIDB DESIGN PRESSURES FOR THE PURPOSE OF THE INSTALLATION OF GLAZED UNITS & OPENING PROTECTION AS PROPOSED AND PROVIDES BY OTHERS. NO CERTIPICATION. EITHER EXPRESSED OR IMPLIED IS OFFERED AS TO THE VALIDITY OR APPLICABEflV OF ANY PROPOSED WSJ OA OR COMPOINENI USED ALONG WITH THESE PRESSURES. ALL PRODUCTS SHALL BE INSTALLED STRICT ACCORDANCE WITH VALID FLORIDA PRODUCT APPROVALS AND MUST MEET THESE PRESSURES FOR THE GIVEN SIZE LIMITATIONS. 2. NO CERTIFICATION DR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES ARE TO ER AD0R555ED BY THE PERNITDNG CONTRACTOR AND THE LOCAL 3. TH E EH H O ST A RE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS WORK REPLACES EXISTING PRIMING, OR OPENINGS DESIGNED AND CERTIFIED BY AN ENGINEER OP RECORD 1003). THE CONTRACTORAMIEDING OFFICIAL SHALL VERIFY THAT THE SUBSTRATE EXPOSED DURING WORKS SOUND FOR INSTALLATION OF THIS &YEW& IP DEFICIENCIES ARE POUND IN THE EXISTING HOST. STRUCTURE, THIS ENGINEER. OR THE FOR SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO REINSPECT Ma REEVALUATE DESIGN. NO WARRANTY OTHER EXPRESSED OR IMPLIED IS CONTAINED HEREIN. 4. 01PIENSIOSS ARE SHOWN TO ILWSIRATE D� ER DESIGN AND OTHER DESIGN CRITERIA. THEY MAY VARYSLIGH71Y, TO THE EXTENT THAT THE OPENING AREA IS NOT SMALLER THAN 5Y, OP THE ENG1NEFAED DESIGN. CONTRACTOR IS TO VERIFY ALL FIELD OIMENSION.S PRIOR TO INSTALLATION. 5. ENIINEFASEELAFFIXED HERETO VAUOATES SIRUGITRSAL DESIGN AS SHOWN ONLY. USES OFTH15 SPECIE/CATION BY CONTRACTOR, et. eL INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERWL FABRI CATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND TEAT WHICH S CALLED FO RSY LOCAI, STATE, 6EDERA6 WOES & FROM DEVIATIONS OF THIS PUN. S: ENGINL'ERNG MAIMS HAS NOT VISITED THIS XOSEnE. INFORMATION CONTAINED HEREIN S BASED ON CONTRACTOR SUPPLIED DATA A103 ME 517553ENIS ENGINEERING EIPRE55 SHALL NOT BE HEED REEMINSEILE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESSSHAIL BE NOTIFIED AND 0481 ANCFSORTJNITV TO RE- EVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODm75TION OF EXISTING FIELD CONDI IONS AND FABRICATION AND INSTALLATION OF MATERIALS. 7. EXCEPT AS EXPRE55LY PROVIDED HERE -114. NO ADDMO NAL CER IFICATIOPS OR AFFIRMATIONS ARE 1NIERDED. * ALTERATIONS. ADDmONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND MAGNUM OUR CERTIFICAT(03 FRANK L BENNARDO, P.E. FL PE 0046549 CERT OF AUTH # 9885 WITH RAISED ENGINEER S VAUD FOR (1) JOB ONLY MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Eov/buildinacode ECO Window Systems, LLC. 745 W 18 Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. • BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described: herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: ECO - Guard Series - 100 Aluminum Single Hung Window — L.M.L APPROVAL DOCUMENT: Drawing No. W09 - 08, titled "ECO -Guard Series -100 Aluminum Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with no revision, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 09- 0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 Page 1 ECO Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "ECO -Guard Series -100 Aluminum Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12 /09, with no revision, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No HETI- 08- 2166A, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No HETI- 08- 2166C, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No HETI -08 -2168, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 53 -1/4" wide x 76 -1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2170, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. E -1 3/07 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09 -0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 ECO Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by A1- Farooq Corporation, dated 02/20/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of compliance, prepared by A1- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. 2. No financial interest letter, prepared by Al- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. E -2 Carl s 1V1: Utrera, P.E. Product Control Examiner NOA No. 09- 0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPUED) MAY BE USED ECO —GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 31 1/4" D.L. OPG. 35 3/8" VENT WIDTH 72" WINDOW WIDTH 4" 32 3/4" D.L. OPG. 1/8" HEAT STREN'D. GLASS GLASS TYPE 'A' N .090" INTERLAYER BUTACITE PVB BY ' DUPONT' TYPICAL ELEVATIONS 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 GLAZING OPTIONS 3 1/2" MAX. HEAD /SILL CORNERS FALSE MUNTINS (SURFACE APPUED) MAY BE USED GLASS TYPE '13' 1/8" HEAT STREN'D. GLASS 32 3/4" O.L. OPG. 36 7/8" VENT WIDTH .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 111" WINDOW WIDTH 32 3/4 D.L. OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. ARSHAD VIQAR CIVIL FLA. PE Q 38863 C.A.N. 3538 10 5/8" MAX. HEAD /SILL CORNERS APR 2 4 2009 Anwaved as complying with do 1Fmo . o 1+10 Mimil r,' Product • 1 4.9 Z N 2 r4 o a. Q g N cc 0 LL O bi v o O 1QQ cc us u. tp Us WNW O Q W rI I n O • • • • • • • N 0 d 0 M N N N i0 N w • • •• . • ••.I) I i 9 • N ■ i • o u x • .8. • .drawing ° nc •• •• sheet 1 of 7 I 1 1 1 i VENT HEIGHT 55 7/8 I . J 11 II II - - - =y 0 II �- \\ �\ 11 II II II \ \\II II \ \\ .11 I I II 11 1 JI 1 1 6 I 1 1 i HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPUED) MAY BE USED ECO —GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 31 1/4" D.L. OPG. 35 3/8" VENT WIDTH 72" WINDOW WIDTH 4" 32 3/4" D.L. OPG. 1/8" HEAT STREN'D. GLASS GLASS TYPE 'A' N .090" INTERLAYER BUTACITE PVB BY ' DUPONT' TYPICAL ELEVATIONS 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 GLAZING OPTIONS 3 1/2" MAX. HEAD /SILL CORNERS FALSE MUNTINS (SURFACE APPUED) MAY BE USED GLASS TYPE '13' 1/8" HEAT STREN'D. GLASS 32 3/4" O.L. OPG. 36 7/8" VENT WIDTH .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 111" WINDOW WIDTH 32 3/4 D.L. OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. ARSHAD VIQAR CIVIL FLA. PE Q 38863 C.A.N. 3538 10 5/8" MAX. HEAD /SILL CORNERS APR 2 4 2009 Anwaved as complying with do 1Fmo . o 1+10 Mimil r,' Product • 1 4.9 Z N 2 r4 o a. Q g N cc 0 LL O bi v o O 1QQ cc us u. tp Us WNW O Q W rI I n O • • • • • • • N 0 d 0 M N N N i0 N w • • •• . • ••.I) I i 9 • N ■ i • o u x • .8. • .drawing ° nc •• •• sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' _ WIDTH HEIGHT EXT.( +) EXT.( +) 1NT.( -) EXT.( +) INT.( -) 26 - 1/2" 37 53 -1/8" 74" 26" (3) 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 26-1/2" 37" 53-1/a" 74" 38 -3/8" (3) 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 26 -1/2" 37" 53 - 1 /8" 74° 50 -5/8" (4) 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80,0 90.0 8 70.0 80.0 80.0 90.0 26 -1/2" 37" 53 -1/8" 74" 63" (5) 4 70.0 80.0 80.0 90.0 4 68.9 77.5 80.0 90.0 6 70.0 70.0 80.0 90.0 8 70.0 70.0 80.0 80.4 24" 36" 48° 60 72" �Z) 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 24" 36" 48 60" 72 80.0 4 70.0 80.0 80.0 90.0 �3 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 80.0 8 70.0 80.0 80.0 90.0 24" 36" 48" 60 72" 12 4 70.0 80.0 80.0 90.0 70.0 4 70.0 80.0 80.0 90.0 48" 4 6 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 24" 36 48 " 60" 72" 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 70.0 80.0 90.0 6 70.0 70.0 80.0 90.0 8 70.0 70.0 80.0 87.6 DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 74" 106-1/4" 111" ( 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74" 106-1/4" 111" 38 -3/8 (3) 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74" 106- 1 /4" 111" 50 -5/8 (4) 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74 106-1/4" 111" �5) 9 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 82.6 12 70.0 70.0 80.0 80.4 72 84" 96" 108" 24" (2) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72" 84" 96" 108" 36" (3) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72 84" 96 108 48" ( 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72" 84" 96" 1 08" 60" ( 9 70.0 70.0 80.0 90.0 9 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 87.6 DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. W/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) INT.( - ) EXT.( +) INT.( - ) 74 106-1/4" 111" (3 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74° 106 -1/4" 111" 38 -3/8° (3) 9 70.0 80.0 80.0 90.0 12 - - 80.0 90.0 12 - - 80.0 90.0 74" 50 -5/8° (4) 9 70.0 80.0 80.0 .. 90.0 74" 63" (5) 9 : 70.0 70.0 .. 80.0 90.0 72" 84" 96" 108" 24" (2) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0. 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72 84° 96" 108" 36" (3) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 - - 80.0 90.0 72" 84" 96" ) 9 70.0 80.0 80.0 90.0 9 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 72" 60" (5) 9 70.0 70.0 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB 4 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1 /3W) 4 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1 /4W) 4 (1 /4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX" ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.( +) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. 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. ARSHAD VIQAR CIVIL F A. PE # 38883 C,A.N. 3538 APR S4 2009 Astwaved ffi aelaplyiag with the Viefide Noma 4111 . M :r;:, Predatt Co Dittleten By • • • m Z n 0 Q E fC CJ fs W 4 O. C 4' O 4- vo � 0 0 - g Cg O el Q W LL ib IL W Z -S 0 a m • •M • N• ••• J U c N X 0 .•• • . • • • • • ••,• •• • • • • o ... • •r .I • * • i v � • •drp°'Qng now. I • W69 r2-. • sheet 2 of 7 • • ••••.• • • •••••• • • • 00000 ..••• • • 0000 • • 000000 • • •••••• • • • .••••• APR 2 4 2049 a 4 W 18Y w000 BUCK 4 4 4 0 d E a d • • 4 e 44 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING • G 4 4 • e e TYPICAL ANCHORS SEE ELEV. FOR SPACING z METAL STRUCTURE WEEPHOLES: W1 = 3/8" X 2 -1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. GP a • 1By W000 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA N TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING CONCRETE f'c = 3000 PSI MIN. MASONRY f'm = 2000 PSI MIN. lit TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu=120 KSI, Fy =92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1 /4" DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. as complying with the 00 O F W Q a 0.' o • J CC 0 O v ✓ o co O' O O.( al e.0 y • w j rn I 0( 0 )g W � C a O .0 N 8 IP 15 • • c 0 a U N 44 0 • (sheet 3 of 7 • • •1 ' • c • • •• •• • •• • • ▪ • • •� • rJ• • • • Irowing no . , .. • W09 -1 2•, •• • • • ••.•.• • • •••.•• • • • .••••• ••••• • • •.•.• • • 00 0000 • • ••.••• • •• ••••.• TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1 /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM WOOD B •R � WOOD STRUCTUR STEEL REINFORCING AS READ. SEE SHEET 2 FOR CAPACITY VENT WIDTH D.L. OPG. EXTE RI O R WINDOW WIDTH XO LAYOUT MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH D.L. OPG. WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH SHIMS SCREEN OP 1BY WOOD BUCKS V v aiw VENT WIDTH STEEL REINFORCING AS RECD. SEE SHEET 2 FOR CAPACITY TYPICAL ANCHORS SEE ELEV. FOR SPACING SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY • WOOD BUCKS APR 2 4 2009 i .. It • .$• '. . I' • • 644 • ••• ••• C ) • 0 0 W N rn 0 Z J a 0 • • • n o.• • (sheet 4 of 7 • • • .• • • • • • •• .••• • • • • • • .• • • • • • • • • 00 • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 1 /4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER APR 2 4 2009 sheet 5 of 7 i • • • 1 • • • *L •.•• • «• • •• .r • .• �. • • ' • ••• " • • •b• .o • Ji .�. $ '.•• _ . • l iciw i gg • no.'s..•. • W09-1 2 "" • • .•..•• • • ••.••• • • • ••..• • • • • ..•••• • • •.•.•• • • • ••.••• ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 FY201 1 FRAME HEAD 6063 —T5 — 2 FY202 1 FRAME SILL 6063 —T5 — Mi l 1 FY203 1 SILL TRACK INSERT 6063 —T6 — FY205 AS REOD. MOV. FRAME JAMB 6063 —T6 — 5 FY101 AS REDO. FIXED FRAME JAMB 6063 —T6 — 6 FY104 1/ VENT FIXED MTG. RAIL 6063 —T6 — 7 FY105 1/ VENT VENT INTERLOCK 6063 —T6 — 8 FY206 1/ VENT JAMB STILE 6063 —T6 — 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063 —T6 — 10 FY108 AS READ. GLAZING BEAD 6063 —T6 — 11 — AS READ. REINFORCING BAR STEEL — 12 — AS READ. REINFORCING BAR STEEL — 13 FY204 AS RTEOD. ADD —ON SILL RISER 6063 —T6 USE AS READ. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON — 15 FY209 2/ VENT ROLLER BRASS — 16 FY210 2/ VENT ROLLER PIN ST. STEEL — 17 #8 X 1° AS READ. FRAME /VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REOD. FIN SEAL W'STRIPPING — ULTRAFAB 20 0300T190 AS READ. BULB SEAL 0 —LON SCHLEGEL 21 E207 AS READ. BULB SEAL SANTOPRENE ULTRAFAB 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 23 — AS READ. GLASS SPACER SIUCONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH — SUL.UVAN & ASSOC. 25 #8 X 1/8 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WDW. WEEP VALVE — PREFERRED ENG. PRODUCTS 27 — 1/ VENT 5/16 BOX SCREEN — OPTIONAL 28 FY120 — FLUSH FRAME ADAPTER 6063 —T6 OPTIONAL 3.249 r .813 1.1401.610 --] O FRAME HEAD 3.876 .813 lit_ j 1.14 01.610 o- .078 - r '---trIr"- 1.058 - d 2.750 FRAME SILL 2.501 .500 SILL TRACK .500 .187--1 .062 2.750 4 L- 1.687 O MOV. FRAME JAMB 2.812 O VENT TOP /BOTTOM RAIL ® JAMB STILE a7 MEETING RAIL ® FIXED MTG. RAIL 2.812 1.688 — 0 FIXED FRAME JAMB 3/16° STEEL REINFORCING 1" !// 10 GLAZING BEAD 28 FLUSH FRAME ADAPTER Engr: ARSHAD VIQAR CIVIL FLA. PER 38863 C.A.N. 3536 APR 2 4 2U09 Vlorida ,:, ,, Cod Alpaca. o 7 Zoo NOM Wad i.,, Pmednd _•,��i� ,. ri c 5 a �g N W C 0 V a 0 4, 0 O C U U 14 a 0 P • &•.^ • o w. op N •g••y a•••i; • U N ••• • • • ••• •• drowislg no • W09 - 1 g: sheet 6 of 7 • • • • • • • • • • .. • • • ..•.•• • • 0 00000 • • • 0 00000 00000 • • ••••• • • •••.•• • • 000000 • •• •••••• TEL. (305) 261-2223 FAX (305) 261-2539 VENT TOP /BOTTOM CORNERS FIXED MTG. RAIL CORNER FRAME BOTTOM CORNER APR 2 4 2009 sheet 7 of 7 c 0 a U N c 0 • • • • • • • • • •.•..• • • •••••• • • • •.•••• ••••• • • •••.• • • ••••.• 00000 • ••..•• 2.750 FRAME HEAD /SILL /JAMB I .750 r _ .813 IItt .050 - , IFS -- GLAZING BEAD ANCHOR COVER ECO —GUARD SERIES -300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX. /FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNI1NS (SURFACE APPLIED) OPTIONAL, THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 6" MAX. HEAD /SILL 'CORNERS WINDOW WIDTH Engr. ARSHAD VIOAR ClYil FLA. PE 1 38883 C.A.N. 3538 MAY 2 1 2009 D.L. OPG. 11 12" MAX. HEAD /SILL TYPICAL ELEVATION GLASS D.L.O. DIMS, 0.1.0. HEIGHT = WINDOW HEIGHT - 3.625" D.L.O. WIDTH = WINDOW WIDTH - 3.625" a W cr 0 0 •• • • • • • • • • • •• •• • • •••• • • • •• Approved as complying Florida Building Cole Date Sttna.l L &OM •• • NOA# t3R- o413•o$: • • adeP D to g y WINDOW WIDTH , WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 3/16 ANN. GLASS .090 INTERLAYER BUTACITE PVB BY 'DUPONT' GLASS TYPE 'C' 3/16" ANN. GLASS F J SILICONE DOW CORNING 899 GE SCS 2000 #8 X 1 -1 /4" SMS AT 3 -1/2" FROM ENDS AND 10" O.C. MAX. GLAZING OPTIONS 2 tp WINDOW WIDTH 3/16" HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' GLASS TYPE 'D' 2 O 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 UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 #8 X 1 -1/4" SMS AT 3 -1/2" FROM ENDS AND 10" 0.0. MAX. DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH (W) 24" 30" 36" 42" 48" 54" 60" 66" 72" 24" 30 36" 42" 48 54" 60" 66" 72" 24" 30" 36" 42" 48" 54° 60" 66" 72 24" 30 36" 42 48" 54" 60" 24" 30" 36" 42" 48" 54" 24° 30" 36" 42" 48" 24" 30" 36" 42 24° 30" 36" LENGTH (L) 36 48" 60" 72" 84" 96" 108" 120 GLASS TYPE 'C' EXT.( +) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 66.8 60.2 60.2 60.2 75.0 75.0 75.0 75.0 75.0 66.8 1 NT. - 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 80.0 80.0 76.6 80.0 80.0 80.0 80.0 80.0 71.3 64.2 64.2 64.2 80.0 80.0 80.0 80.0 76.6 71.3 60.2 64.2 75.0 80.0 75.0 80.0 75.0 80.0 70.0 85.6 70.0 65.6 64.3 64.3 75.0 80.0 75.0 80.0 75.0 78.2 1 64.6 64.6 59.9 75.0 59.9 80.0 75.0 80.0 74.5 74.5 61.5 61.5 75.0 80.0 75.0 80.0 74.5 74.5 GLASS TYPE '5' 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 80.0 80.0 80.0 ao.o 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 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 80.0 80.0 80.0 1 NT.( - 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 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 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 WINDOW WIDTH (w) 26 -1/2" 37" 53 -1/8" 74" 26 -1/2" 37" 53 -1/8" 74" 26-1/2" 37" 53 -1/8" 74" 26 -1/2" 37" 53 -1/8" 26 -1/2" 37" 53 -1 /a" DESIGN DIMS. LENGTH (1) 26" 38 -3/8" 50 -5/8" 63" 76" LOAD CAPACITY PSF GLASS TYPE 'C' EXT.( +) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.3 71.3 75.0 75.0 67.9 INT.( - ) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 76.0 73.1 80.0 80.0 72.5 75.0 80.0 75.0 80.0 67.9 69.9 GLASS TYPE 'D' 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 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 Engr. ARSHAD VIQA1 OPAL FLA. PE' iI 38863 C.A.N. 3538 NAY. D B NOTE. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. • • • • • • • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUUTS • • ••• • • ••• A p p r o v e d a s complying vdld M • Florida Building Coda Date ion .17i ZOOj 14(14# 9-04M44 Miami •• • •• • • • • • f :l. • • • z o $ (P us 44 < N rg in Diu a 0. • 0 O � g h! agsP U 0 N a J 2 V 3 S M n U • • • 2 411- 0 . • •j D• • .. sc G • c r), a. a sheet of u C -_w••• dilative, • no. W09-20 • • • •• • • • • • • •••• • • 0 n 8 Z 4 4 4 11 11 11 1 I 11 11 I I 11 I 11 1 1 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 4 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCK WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Po NAl 9 P v ^ 0 1BY TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & " MULLION ANCHORS SEE SEPARATE NOA 2 000 BUCK OR W000 '- TURE TYPICAL ANCHORS SEE ELEV. FOR SPACING CONCRETE re = 3000 PSI MIN. C-90 HOLLOW /FILLED BLOCK rm = 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Engt: CI4f VIQAR !TI AN" C,AN. 35538 MAY 21 2005 TYPICAL ANCHORS: sEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu =120 KSI Fy =92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. •• • • • • • • • • • • • •• • • • •••• ••• Approved as complying wit}itLiii . • Florida Budding Code NINOiamiAd Dade Pr , .., 00 1 • • • Div': By • 0 O • O EI fi. O t v a co ag >" 0 aaa o coosizEi u. �+ - r o 0 0 0 n O U N a••• • p b • � • tl t •••• dratviag. • no. W09-20 sheet 3 of 5 •• • • •4100 • • 0410• • • ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 FY301 2 FRAME HEAD /SILL /JAMB 6063 —T6 — 2 FY302 AS REQD. GLAZING BEAD— 7/16" GLASS 6063 —T6 — 3 FY303 AS REQD. ANCHOR COVER 6063 —T5 - 4 E203 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB -50 1 GLASS SPACER — 1/8" HIGH SILICONE FRANK LOWS 6 #10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FYI20 _ -. • FLUSH FRAME ADAPTER 6063 -T6 OPTIONAL 1/4" MAX. SHIM 6 R � WOOD BOCK WOOD STRUCTUR MIAMI —DADE COUNTY APPROVED MULUON SEE SEPARATE NOA WINDOW WIDTH EXTERIOR D.L. OPG. WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH RECT. OR SQUARE WINDOWS 1/4" MAX. SHIMS � 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING CORNER DETAILS 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE WELDED JOINTS 1/8" THK. ALUM STRAP MITER CORNERS . . • • • •• • • • • • • • •••.•• •• •• . • •. ••.• •.•. • • ••.• Approved as complying 1ti1tift Florida Building Code • • • • • • Date I•sfT.ZO*ct • • NOA# - 0 443.0$ Miami ' <„ : prt.� u • .,„ ri Di fm • BY / .. l Z iR P6 a. " C 0 M 2' ce a O v 1t v C 1.1 op—ea § 0 41 Z V1 C 4 L t N N N N 0 w r C • • ••.• • • • • • • • ADDL ANCHORS INTO OR THRU WOOD INSTALLATIONS m2 iogg O S J 0 QD. BUCK ONLY 34 5/8° HEAD & SILL FRAME WIDTH 68 3/4" FRAME HEAD & SILL 34 5/8" o a FR. HEAD & SILL B I I II II it 1 30 1/4° D.L OPG. 34 1/4" P1 -- iii X I 26 1/16 D.L OPG. 34 11/16" 1 12 MAX II II 11 1 1 i II II 11 II -- -JL - -- 11 11 11 11 t 30 1/4" D.L OPG. 34. 1/4° 1 6" MAX. TYP. HEAD /SILL CORNERS PANEL WIDTH SERIES -3000 ALUM OUTSWING FRENCH DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. LEAF WIDTH APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACmES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, 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 UNITED 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. 144" ( O ) PANEL WIDTH SURFACE APPUED FALSE MUNT1NS MAY BE USED m W ADDL ANCHORS READ. INTO OR THRU WOOD BUCK INSTALLATIONS ONLY HEAD /SILL CORNERS 6' MAX. TYP. 0 P TYPICAL ELEVATION TESTED UNITS \ FRAME WIDTH 1 26 1/18" D.L OPG. 71 3/4 68 3/4 FRAME HEAD & SILL 12" NOTE FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 CA.N. 3538 --SEP 2 8 2007 \ MAX. 12' ay Weal Dade I 1- PRODUCT REVISED as coy►plying with the Florida Boid1lag Code Aaraptaace tMoO -O& •�/ Rxpii,don Date. P 1 .2o Control. • • • •• •• • • • • • 0080 • •• • • • • • • 5 6 0) m u 8 0 • 4 • .. • • • te g � � N p m 2.4 0 " I II draNi ▪ ' no. W04-51 (sheet 1 of 7 • •• •••.• • • • .• • • DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SIDEUTES SIDEUTE WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A', 'B', C' OR 'D' UNREINFORCED MULLION' REINFORCED MULLION EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 24 27 30 33 36 39 42 6/8 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 27 30 33 . 36 39 7/0 / 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.o 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 18 21 24 27 30 33 36 8/0 70.0 78.9 70.0 80.0 70.0 74.8 70.0 80.0 70.0 71.1 70.0 80.0 67.9 67.9 70.0 80.0 65.0 65.0 70.0 80.0 62.4 62.4 70.0 78.9 60.1 60.1 70.0 76.0 DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WIDTH INCHES FRAME HEIGHT FT. /IN. GLUM TYPE 'A', '13', 'C' OR 'D' EXT. ( +) INT. ( -) N �e�, / ■ / \ \ 70.0 80.0 ket .. \ 80.0 42 6/8 / 80.0 / 26 -1/18" // / DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WIDTH INCHES FRAME HEIGHT FT. /IN. GLUM TYPE 'A', '13', 'C' OR 'D' EXT. ( +) INT. ( -) 36 8/0 70.0 80.0 39 7/0 70.0 80.0 42 6/8 70A 80.0 NOMINAL WIDTH FRAME WIDTH I f I I y I i j DAYUTE OPG. 2/8 (X) 31 -1/2" 28- 11/16" 1 / . i� 1 /ii, " \ \ \ 37 -1 34- 11/16" 26 -1/16" 5/0 (XX) 59 -3/4" .: 20 -1/16 NOMINAL WIDTH FRAME WIDTH I f I I y I i j DAYUTE OPG. 2/8 (X) 31 -1/2" 28- 11/16" 0 / 37 -1 34- 11/16" 26 -1/16" 5/0 (XX) NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYUTE OPG. 2/8 (X) 31 -1/2" 28- 11/16" 20 -1/16" 3/0 (X) 37 -1 34- 11/16" 26 -1/16" 5/0 (XX) 59 -3/4" 28- 11/16" 20 -1/16 6/0 (XX) 71 -3/4" 34- 11/16' 26 -1/18" HEIGHTS: DAYUTE OPG. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL Hl- PRORLE BOTTOM RAIL 6/8 79 -3/4" 77 -1/4 69- 1/16" 65 -5/16' 8/0 95 -3/4- 93 -1/4" 85 -1/1 81 -5/16" DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE F DOORS WITHOUT SIDEUTES GLASS TYPE 'A', 'H', 'C' OR 'D' MAMMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN BELOW OR SMALLER) - 80.0 PSF WIDTHS: FRAME WIDTH ( 0 x (0) FRAME WIDTH FRAME WIDTH ( XX SIDEUTE WIDTH SIDEUTE WIDTH NOTE: FOR DOORS WITH SIDEUTES USE SIDEUTE RATING TO QUAUFY DOOR & SIDEUTES. DOOR WIDTH OVERALL UNIT WIDTH (OUW) DOOR WIDTH OVERALL UNIT WIDTH (OUW) SIDEUTE WIDTH = OUW - DOOR WIDTH 0 is x PRODUCT REVISED Oro Its apowiyhtg with *trie 1811 Deadpan Code Awesome No a 7-002g• a y Expiration Dids DY SI &Wei Division SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. ( OX Engr. DR. HUUAYOUN FAR000 STRUCTURES FtA. PE 16557 C.A.N. P 2 8 2007 ( 0X0 ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE .. • • • • BASED ON ASTM E1300 -02 (3 SEC. GUSTS) : AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 .. • • • • • • • • • .... • • • • • • • 1. 0 0 Htu i N n tl) O m co a C IL 0 v a 2 age o ° a 0 iti l a il i IL z :i W 4 c 1 s � S c 0 N t 0 0 a c wc •. • , #. 'O - •••• 0 •:-. d . 1 •s . fi t >S • o v drawing ` no. W04 -51 (sheet 2 of 7 • • • .• • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNITS IBY WOOD BUCK e • • TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERABLE UNITS TYPICAL ANCHORS SEE ELEV. FOR SPACING W— PROFILE BOTTOM RAIL APPUCABLE TO STATIONARY AND OPERABLE UNITS 8 2007 (sheet3of 7) C 0 1 . • • • 1 act •• • • ••. • CO CO is. M LL v 2 • v. 1 dra4M114 • no W04-51j 1 • • •. 1•••• • • 1 •••• • • • z 1 • ao GLASS TYPE 'A' TYPICAL ANCHORS SEE ELEV. FOR SPACING • d a 3/16" H.S. GLASS .090 INTERLAYER ' DUPONT SENTRYGLAS PLUS' 3/16" H.S. GLASS SIUCONE DOW CORNING 795 3/16" H.S. GLASS SIUCONE DOW CORNING 795 ' iji 2BY W00D OR WOOD = ' UCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/16" H.S. GLASS 1/8" H.S. GLASS .090" INTERLAYER .090" INTERLAYER 'DUPONT BUTACITE PVB' ' DUPONT BUTACITE PVB' 1/8" H.S. GLASS GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA r() 11 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/8 HS. GLASS .090" INTERLAYER 'DUPONT 8UTACITE PVB' 5/32" H.S. GLASS SIUCONE SIUCONE DOW CORNING 795 DOW CORNING 795 GLASS TYPE 'D' 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" TAPCONS BY ELCO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING 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) #14 SMS OR SELF DRILLING SCREW5 INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) lY_PICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8" MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE if _1_ _8557 C.A.N. 3538 SEP 2 8 2007 PROW? Wasatt ts panne NoO �+ Zge. 949, Expiration Date Hy lcca�g 1 1 L 4,. �I • : Btianrr Had aliPn Baact Control Division • • • • • • •••• • • •••• • •• • • • • • • 2 ui 2 0 CL a 0 M o O. et 4 0 .3 cels1 W ( 5 J coal 4 We1R n I 0) U qt. g } 3 Via; pj Via ; Z� m 6 N ( 0, t ij 17 c � 0 n 0 0 N 8 cl v. Z • 1• • B. •• •' N7 • • 4 dray rI'fit" no. W04-51 sheet 4 of • • • .•.• • • • . • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4 MAX. SHIM SPACE D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK 1 MAX. SHIM SPACE FRAME WIDTH EXTERIOR (X) D.L OPG. EXTERIOR ( OXXO ) AWNS LEAF TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TRIM WOOD BU OOD STRUCTURE CONCEALED FLUSH BOLTS AT 10 FROM EACH END P 2 8 2007 (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) 11 k • • • • • • . • • • • • • ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ES3001 -1 1 FRAME HEAD 6063 -T6 - 2 E53001 -2 2 DOOR FRAME JAMB 6063 -T6 - 3 ES3002 -1 1 DOOR FRAME SILL 6063 -T5 - 4 ES3003 -1 AS READ. SIDEUTE ADAPTER 6063 -T6 - 5 ES3004 AS REQD. SHEAR PLATE • ANCHOR LOCATIONS 6063 -T6 3" LONG 6 ES3005 -1 2/ LEAF TOP AND BO1TOM RAIL 6063 -T5 - 6A ES3024 2/ LEAF HI- PROFILE BOTTOM RAIL 6063 -75 - 7 ES3008 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063 -T5 - 8 ES3007 -1 1/ LEAF DOOR LEAF - LOCK SIDE 6063 -T6 - 9 ES3007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 6083 -T6 - 10 ES3008 -1 AS REQD. SIDEUTE STILE 6063 -T5 - 11 FB -1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULUVAN & ASSOCIATES 12 F8 -1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULUVAN & ASSOCIATES 13 E53011 AS REQD. JAMB TRIM 6063-75 OPTIONAL 14 ES3012 1 SILL COVER 6063 -T6 - 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -T5 - 16 ES3014 -1 4/ PANEL PANEL CLAMP 6063 -T6 - 17 ES3003 -3 3/ OPER. LEAF HINGE ASSEMBLY 6063 -T6 - 19 - - DOOR LOCK (SAVANNAH 2015L) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W22321NG AS REQD. FIN -SEAL PILE W'STRIPPING - ULTRAFAB 22 ES3020 AS REQD. BULB WEATHERSTRIPPING VINYL AT SIDEUTE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1- 1/4 X1/8"X4 -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 ROD W/ NUTS STEEL - 26 - AS READ. FRAME ASSY. SCREWS - #10 PAN HEAD SMS 27 - AS READ. MULLION REINFORCING CHANNEL A36 STEEL - 28 ES4014 AS READ. BO1TOM RAIL GLASS STOP NEOPRENE - 29 ES4019 AS REQD. PANEL SIUCONE STOP NEOPRENE - 30 - AS REQD. 3/8" DIA. X 1/8- HT. BUMPER SIUCONE FRANK LOWE RUBBER CO. 31 ES4013 AS REQD. WEDGE GASKET - - 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063-T5 - 33 - 2/ BIT. BRACKET INSTALLATION SCREWS - #10 X 1" FH SMS 34 Q/LON AS REQD. DOOR PANEL WSTRIPPING - SCHLEGEL 1 -2.016 0 ® FRAME HEAD /JAMB 1.608 LL .7L_- _ . .0 4 .388 L 1.500 -..I ()WEATHERSTRIP ADAPTER 4.000 .913 to-1.750 -.1 ham- 590 ® TOP /BOTTOM RAIL .078 3.500 ® FRAME SILL -�{ 1.145 1-o- A62 P�5 .927 to SILL COVER 1.750 .094 4.000 HINGE STILE .913 I-*- 2.250 .590 .105 31 WEDGE GASKET (SCALE 1 :1) 3.350 078 .395 2.674 SHEAR PLATE 13 JAMB TRIM (OPTIONAL) 1.112 .250 1.531 PANEL CLAMP SIDE LITE STILE ® ® LOCK STILE /KEEPER STILE 2.125 0.375 .688 + 0.312 + .688 L -2.125 2.000 L 2.000 ® U L_ ®. 17 3 PIECE HINGE 3.375 .125 MULLION @ REINF. CHANNEL ® SIDELITE ADAPTER - 1.750-. HI- PROFILE BOTTOM RAIL Engr. DR. HUMAYOUN FAROOQ FLA. PE # 18557 CAN. 3538 SEP 2 8 2007 PRODUCT REVISED ng with fie Florida Code ?� AceelaLonct No 07 r�BPB•o G .RapIrstion e_a ap 1• a •. Miami ?Abet Contras, • • • • iNvisLoo • • • • . . . • • ••• • •••• • •• • • • • • Z � � O J F W < a f. " o . t h v 0 d oaQ 'a O tuAd t w� C 0 3 0 0 u. • • •• ••• • • •• r • • m •.. • 3.• . • 4 cao am drawing no. W04 -51 • • (sheet 6 of 7 • • • • •• • • • • • • • • . • FRAME TOP CORNER DOOR LEAF CORNER SEP 2 8 2007 PRODUCT REVLSED el whirilieflodda Cade p Anti/name No CS 7-40 D 2 Expiration Date By t Lt51.(L 1.L Miami Da Prase Control Division f .• • • • • Pe 0 oa Ufa, • • V • ti tn O • � :• n a 0 b o zz 0 W 8 A O V1 W Id z z z sheet 7 of 7 •• • • drawing no. W04 -51 • • • • • • • • • • • • • • • • • TME-PEEEWM1 AUG 2 0 2009 ID BY: • • •••• • • • •• • • •• • • • • • • • •••• • • - P . .„.; • • ••• •• •••• • • . ••• ••• 7. ---,V-- • ..- --/- Ar 'n1 DEPT 09 cfrgf.‹)y_ • • • • • • • BLDG DEPT •••• SUBJECT TO COMPLIANCE WITH ALL FE, STATE AND COUNTY RULES AND PEGULAT, BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) ECO Window Systems, LLC 745 West N Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: " Eco -Guard Series-200 " Aluminum Horizontal Rolling Window — L.M.L APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling Window (L.M.I.) ", sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated 04 /17/2009 prepared by Al- Farooq Corp., signed & sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LIMITATIONS: Miami Dade County Product Control Approved Shutters Or Protection Devices AreNot Required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 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.eov/buildinscode NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 Page 1 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling Window (L.M.I.)'; sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated 04/17/2009 prepared by Al- Farooq Corp., signed & sealed by Arshad Vigar, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 5. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 6. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI - 08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. E -1 H y A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 8. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Comparative analysis and Anchor verification calculations and structural analysis, complying with FBC- 2004/2007, sheets G -1 to G -2, CR -1 to CR -27, DC -1, TR -1 to TR -5, Ca -1 to CA -26, GL -1 to GL-3, A -1 to A -4, R -1 to R -3, prepared by Al- Farooq Corporation, dated 03/02/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTME1300- 02/04. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated April 28, 2009, signed and sealed by Arshad Vigar, P.E. E -2 w frermy A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Window Systems, LLC. 745 W 18 Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (Iii Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: ECO-Guard Series -300 Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. W09 -20, titled "ECO -Guard Series -300 Aluminum Fixed Window (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision date of 05/18/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 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.miamldade.gov/buildlnacode NQA No. 09- 0413.0S Expiration Date: June 17, 2014 Approval Date: June 17, 2009 Page 1 ECO Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -20, titled "ECO -Guard Series -300 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 03/23/09, with revision date of 05/18/09, prepared by A1- Farooq Corporation, 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 Along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard Series 300 aluminum Double Fixed Window, prepared by Hurricane Engineering & Testing Inc., Test Report No HETI- 08- 2192A, dated January 15, 2009, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard Series 300 Aluminum Double Fixed Window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2192B, dated January 15, 2009, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 Along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard Series 300 Aluminum Circular Arch Top Fixed Window, prepared by Hurricane Engineering & Testing Inc., Test Report No. RETI- 08- 2193A, dated January 15, 2009, signed and sealed by Candido F. Font, F.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard Series 300 Aluminum Circular Arch Top Fixed Window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193B, dated January 15, 2009, signed and sealed by Candido F. Font, P.E. 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 47 5/8" wide x 96" high Eco -Guard Series 300 Aluminum Triangular Top Fixed Window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -08 -2194, dated January 15, 2009, signed and sealed by Candido F. Font, P.E. E -1 Jaime D. Gascon, P E. Product Control Examiner NOA No. 09- 0413.08 Expiration Date: June 17, 2014 Approval Date: June 17, 2009 ECO Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Cont.) 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 Along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard Series 300 Aluminum Fixed Window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2195A, dated January 15, 2009, signed and sealed by • Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC - 2004/2007, prepared by Al- Farooq Corporation, dated 03/14/09, signed and sealed by Humayoun Farooq, P.E., and letter prepared by A1- Farooq Corporation, dated 05/20/09, 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. None F. STATEMENTS 1. Statement letter of compliance, prepared by Al -Farooq Corporation, dated March 14, 2009, signed and sealed by Humayoun Farooq, P.E., and letter prepared by Al- Farooq Corporation, dated May 20, 2009, signed and sealed by Arshad Viqar, P.E. 2. No financial interest letter, prepared by Al- Farooq Corporation, dated March 14, 2009, signed and sealed by Humayoun Farooq, P.E., and letter prepared by A1- Farooq Corporation, dated May 20, 2009, signed and sealed by Arshad Vigar, P.E. E -2 Jaime D. Gascon, P. Product Control Examiner NOA No. 09- 0413.08 Expiration Date: June 17, 7014 Approval Date: June 17, 2009 mim COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, F133138 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "3000" Aluminum Outswing French Doors w / wo Sidelites APPROVAL DOCUMENT: Drawing No. W04-51, titled "series -3000 Alum Outswing French Doors (L1VII) ", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 06 -10 -04 and last revised on Sep 28, 2007, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation:l. Door installation require total four (4) flush bolts for double doors & two(2) for single doors 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 # 040712.02 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. 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.buildingcodeonline.com NOA No 07-0828.09 Expiration Date: September 16, 2009 Approval Date: October 25, 2007 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 04 0712.02) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 titled "series -3000 Alum Outswing French Doors (LM1)", sheets 1 through 7 of 7, prepared by AI- Farooq Corporation, dated 06-10 -04 and last revised on Sep 28, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. (Note: the revision consists of an additional glazing & hi- bottom rail options) B. TESTS (transferred from file # 04- 0712.02) 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) Small 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, prepared by Fenestration Testing Laboratory, Inc., No. FTL - 3947 & FTL - 3955, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. 2. Additional test report: 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. C. CALCULATIONS (transferred from file # 04 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 04 /09/07 signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTME- 1300-02 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.06 1205.10 issued to E.I. DuPont DeNemours for "Sentry Glas Plus ", expiring on 01 -14 -2008. F. STATEMENTS 1. Addendum letter dated September xx, 2007, issued by Fenestration testing lab, signed & sealed by Carlos S. Roinda, P. E. 2. Statement letter of conformance and "No financial interest ", dated 06 /11/07, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 04-0712.02, expiring September 16, 2009. 2. Test proposal approved by BCCO dated 02/06/06 & 07/31/07. E -1 14L (. LIA.4,v 6aq I Chanda, P.E. Product Control Examiner NOA No 07 -0828.09 Expiration Date: September 16, 2009 Approval Date: October 25, 2007