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RC-11-1689Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 164429 Permit Number: RC -9 -11 -1689 Inspection Date: June 07, 2012 Inspector: Bruhn, Norman Owner: RHODES, LISA Job Address: 1341 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: STONE & PROPERTIES GROUP LLC Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050300140 Phone: (305)305 -9233 Buildinla Department Comments BATHROOM KITCHEN CABINETS PAINT Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 June 07, 2012 Page 1 of 1 Miami Shores Village Building Department SEP1 1 5 2011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 y 1 / Permit No. 42C, I I (Vgq BUILDING PERMIT APPLICATION FBC 20 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): USN /2.4-1 °De S Phone #: 71q 332755 Address: 134( 103 ST City: MAW &H0(2-ES State: FL zip: 33138 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: [391 NF 103 ST City: Miami Shores County: Folio/Parcel #: 11- 3 205 " () 30 - 014 0 Is the Building Historically Designated: Yes Miami Dade 33138 NO Flood Zone: Phone #: 3oS56123Z`i6 CONTRACTOR: Company Name: j'['D NF P iZ.0 p EP.T1 ES �0 2 Address: oZloff'1 SW 3 Av Fijt -e City: t WWI_ State: F L Qualifier Name: , -kV 1 ez 610 Met State Certification or Registration #: Certificate of Competency #: Contact Phone #: 706 L1672C7 Email Address: m0Squer °r Sd"oneAV Proper -he& .C.Drn 7165116 1267. Zip: 31;1 Phone #: _30059232 6 • DESIGNER: Architect/Engineer: Ran FdlrGhtlt4 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: Addition WAlteration UNew ❑Repair/Replace Description of Work: P4- '1/111 OM (, f -t 4- CJ'4.f 1 (i .b I NZ 4-s r pain.-1- Phone #: ❑Demolition *•***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees ******•** * * *•• * * * * * * * * * * *• * *• * * * * * * * * * ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ DBPR $ CO /CC $ Bond $ Technology Fee $ TOTAL FEE NOW DUE , • a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC- t re OWNER AFFIDA'VI'T.' 1 certify that all the foregoing inforniat on` is act;urate "and'tliat all work will be done in eornpliance 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 ? `` ° 7 Notice to Applicant: As a condition to the issuance of a building permit with an estimated eicee{lingI2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered t person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be pos - the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t a sent of su .sted notice, the inspection: will nokbeftppr ?ved and a reinspection fee will l e charged, , r Signature Signature Qwner or Agent • ,, .. . The forego g instrumentrwas acl4iowledged be A day of dt i ji • t. ho is ersonal y kn tome or who has produced �/ 2 As identification and who did take an oath. NOTARY PITBL C;, , Sign: Print: My Commission Expires: APPROVED BY 4 • ) C caktraclor, a r 1 ,. 1 The for going-instrument was acknowledged be re me this ?C - day of ,f20- 5 by. who i$ petio4ally kpowp to me or who has produced ` as identification and who did take an oath. . 4 1/Gz`1- er Plans Examiner (Revised 07 /10 /07XRevised 06 /10 /2009)(Revised 3/15/09) Structural Review NOTARY PUBLIC: Zoning Clerk PERMIT # li -"' [(Al CONTRACTOR: got&C> Pyo SUBMITTAL DATE: l I- 13\ 1�\ ADDRESS: [ 103S+ NAME: RESUBMITAL DATES: PROJECT TYPE: ra��rl y o t tv �� ZONING FIRE f 0 -v /11/ STRU TURAL IMPACT FEES /5;- ',/,7-e' // ELECTRICAL HRSIDERM PLUMBING NOC Cki\\, \;\ MECHANICAL BLDG � #S0 NOTICE OF COMMENCEMENT . A RECORDED COPY MUST BE POSTED ON TIE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: ,COUNTY OF MIAMI -DADE: TAX FOLIO NO. I l 320S-030 -ON THE UNDERSIGNED hereby gives notice that improvements will be madeto certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1111111111111111111111 11111 111111111111111111 CFN 2011R0471965 OR'Bk 27755 Ps 20621 tips) RECORDED 07/18/2011 11:55:51 HARVEY RUVINr CLERK OF COURT MIAMI —DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: l S41 N e 1 ©3 ST lik) AM SH OP ,, ¶ r- 3 (34 2: Description of improvement: i k-t 4- h r mot ►ro®M. i,aeM/ W[nc a1,J.1$ / 3. s) n Interest in property: Name and address of fee simple titleholder: 4.Contractor's name, address and phone number: S1'DIJE PR crt..n s i�. s -Au) V Sr Jt} 2oS MILAAX.. ,FL- 53121 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 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(1Xa)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)0), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date is specified) 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 Y QER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. OIF FLORIDA, COUNTY OF CAADE FiER Yt RiiFY *bat his is • Iw aNba By r Signature(s) of 1 er(s) or Owner(s)' Authoriz. Officer Prepared By .�.�� /�! Print Name winira._.f �� Titie/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing Instrument was acknowledged before me this By L\ Sc� OD individually, or ❑ as Wersonally known, or ❑ produced the following type of 1 Signature of Notary Public: Print Name: (SEAL) CTI •.. 25 FLORID 1 TION PUR or/Partner/M ,of repared Print Nam Title/OfficeNtlINIllY BY 3 day of for vommi.ziiiew; 1► i F ,.2,,.�.�'r.' anizmai Mf1 t T iP�A i i: we i =x..., ., 1 S Jan Under penalties of perjury,1 declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signatur s ; •f Owner(s) w ()'� Authorized Officer /Director/Partner/Manager who signed above: jc4 By By • 149.01.51 3 9/10 •Its i { ;.:s Itaxg.i'sf4:;i''- ,'S:E ^'r +,t. °., ;•.:.,;-•-t41.:;<'::"111; .:.i"t.t ',1 .,, • - izt) ..i.,.t'.`Sfi.tgif% ;h:ti ; 31r • 11'0:41 i '. i'it..;::3 i ;3,; :7'ri' . , s•in'93i. ;:a- :.$il:i.... 't Yitl "-f t',`t'• ,'ii 3 .; .f ,t. <- :t -• ',. a:::•. .t .:'�•, } 24 S'ki't 't�$9 ;.:f: airs:- S':.'. . -$:' :..i. ?ie� ti:'. t7i ;'s= t "'. iBi }p4.':i't,ti (. 1. hi<ii i•(:•) ;..t'. $•,f•::.i '"a°d' -t iF [; 1 `o-. ,2 .:r ^..{.> iS 5,�. :i ():•ST f t: - }i;c. r) 'v'i; %1; +F' =�' . ;c ;fj° iri:iiii aSi`SiS 'FA.. iail„ 1''l'':.t tt6: 1+.1. ,Ad ;.rc's jt..R •.t •i 'n.^ •.z•. :''.F .:E ,'. i•"r 'Y...;.' 144.. 4-4,i4.1.: uttat't.. %.4 f.a, >' :4.ij rt::'ix:{. fidst'. (s4r, -(.8$ ):,' 43,1 i ,'iv $.. ?k¢t'sr:tt£ 07.0z1.1,.i'i4 :#it';c. ,%t'•,:S. SA OD .41.00f) EL US1 OF POSCI TACT ( ' 'AL S't. o Al Ili( : ► :* L S o o$ ): 2_ I OF i 'SC ARE V '#,:RE (. itac 1 ap raL ai):. GNAT I ' U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program \ ■ ELEVATION CERTI RE CEIVE.: OCT "0,72011 Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 . SECTION A - PROPERTY INFORMATION Al. isa Rhodes A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1341 N.E. 103rd Street Ctty Miami Shores, Florida A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A4PBfn .F-!Use }el ' • - Pogtn Y :Rra.. a. g.� � r , on- • en � , did' � • wry, etc. A5. Latitude/Longitude: Lat. 25°52'13. 3 "N Long. 80 ° 1 0 A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Buildng Diagram Number 1 A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) -0 - sq ft b) No. of permanent flood openngs in the crawlspace or endosure(s) within 1.0 foot above adjacent grade -0 - c) Total net area of flood openings in A8.b -0 _ sq in d) Engineered flood openings? [] Yes ® No 11 ." Rsidential '11.3"W Horizontal Datum: ❑ NAD 1927 to obtain flood insurance. B.6 KI HAD 1983 A9. For a building with an attached garage: 450+ sq ft a) Square footage of attached garage b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade -0 c) Total netarea of flood openings in A9.b -0 - sq In d) Engineered flood openings? 0 Yes 0 No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number 82. County Name Miami Shores /120652 I Miami -Dade 83. State Florida B4. Map/Panel Number B5. Suffix B6. FIRM Index 87. FIRM Panel B8. Flood 89. Base Hood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12086C0306 L 9 -11 -09 9 -11 -09 AE- +9.00NGVD B10. Indicate the source of the Base Hood Elevation (BFE) data or base flood depth entered In Item B9. ❑ AS Profile IN FIRM Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the twilling located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes ❑ Designation Date N/A 0 CBRS OPA ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item Al. Use the same datum as the BFE. Benchmark Utilized B-26-RA Miami -Dade County Vertical Datum N . G . V . D . 1929 Conversion/Comments See "D" a) b) c) e) f) 9) h) Top of bottom floor (including basement, crawdspace, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support .AN the measurement used. 7 . feet ® meters (Puerto Rico only) N. A feet meters (Puerto Rico only) N. A ❑ feet Q meters (Puerto Rico only) 6. 4 feet ❑ meters (Puerto Rico only) 9 . 0� feet ❑ meters (Puerto Rico only) 6. 4 QM feet 0 meters (Puerto Rico only) 6.,_911X1 feet 0 meters (Puerto Rico only) N. A ❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to Interpret the data available I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. 3 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No FRANCIS O F. FAJARDO Title PROFESSIONAL Address Signature AT,HAMRRA Company_Name SURVEYOR & MAPPER City CTRCLE, SUITE C, CORAL 1 -25 ?i1 #4't Number GABLES. FL. ZIP 134 Tele,hone FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1341 N.E.o-'103rd Street City Miami Shores, Flor.i a Mate 3313T Code SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community offciat, (2) insurance agent/company, and (3) budding owner. Comments C2 -E =A /C PAD (Unit Elevated On Metal Posts), Conc. PAD 7.00, Crown of Road= 5.94, GPS Unit (Garmin Etrex H) `r Signature ` _ Date 1—;25 — 2 01 1 ❑ Check here if attachments SECTIOI'E - BUILDING ELEVATION INFORMATION N ORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is Intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawtspace, or enclosure) is : _ ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is . — ❑feet Omelets ❑above or ❑below the LAG. . E2. For l;uilding Diagrams 6-9 with permanent find openings provided in Se ionnei Items 8 and/or 9 (see eges 8-9 of Instructions): the next higher floor (elevation C2.b In the diagrams) of the building Is ❑ feet U meters 0 above or LJ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or p below the HAG. E4. Top of platform of machinery and/or equipment servicing the budding is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- Issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments • SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offidal who is authorized by taw or ordinance to administer the community's floodpiain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used In Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located In Zone A (without a FEMA - Issued or community - issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. I G4. Permit Number 05. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (inducting basement) of the building G9. BFE or (in Zone AO) depth of flooding at the building site 010. Community's design flood elevation ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions stone& goes August 3, 2011 Mrs. Lisa Rhodes INVOICE AMOUNT $98,613.00 1. Scope of work is included in Invoice No. 3949 2. Any extra job will be invoiced separately. 3. Any additional work will be presented to you for approval 4. Down Payment $ 41,43227 5. Down payment includes the Sub Contractor's 30% deposit which will get them started, plus Stone and Properties 18% and Management Fee for one month. 6. Payments to Sub Contractors will be made as work progresses. A worksheet of payments will be presented on a weekly basis and the owner's approval and signature will be required. This worksheet will be sent at the beginning of every week, so that the owner can make payment towards the end of that same week. .Estimate time, 6 months after receives down payment. Lien Rights. The contractor may file a lien or claim on its behalf in the event that any payment to °seller is not made as provided by the terms of payment. Lien rights are not waived when partial "ayrents are made. After full payment of the above described items a release of lean will be en. Down $ 41,432.27 will be made payable to Stone & Properties Group II. livery will be scheduled after the down payment. payments will be payable to Stone & Properties Group II, the customer can pay by check or wired as described in the terms to Stone & Properties Group II. Bank Of America Account No. 898026927573, 3025 NW 87 Ave. Miami, FL 33172. Routing No. 026009593 and Swift: BOFAUS3N. Total Bank Account No. 1812540106, 1100 NW 72 Ave. Miami, fl 33126. Routing No. 066009155 13. All wires or checks must be received every Friday morning and a confirmation letter must be faxed to (305) 592 3376 or the job will be postponed until payment is received. 14. The buyers further understands and agrees that there are color ranges and natural variations that are inherent in the material supplied by seller, and that seller does not warrant the uniformity of the product in any particular shipment or installation. 15. Delay. Contractor shall not be responsible for delays resulting for causes of any kind and beyond seller control, including but no limited to: Delay causes by the buyer, contractors, architects and/or engineers, armed conflict or economic dislocation resulting there from; embargoes, shortages of labor or raw materials, productian facilities or transportation, labor difficulties, civil disorders of any kind; action of civil or military authorities; vendor priorities and allocation; fires floods, accidents and acts of god. Contractor shall not be liable to buyer for delay in delivery of contract items unless contractor fails to use diligence to deliver in accordance with a written contract schedule. 014TRACTOR 4as±. one :and:fax back to (305) 592 3376 P. (305) 592 3276 F. (305) 592 3376 wwwstoneandproperttes.com • • • 0 • • 4 • • • • • • • • • • . • * • • • (\N ne es GENERAL CONTRACTOR DATE: May 12, 2011 INVOICE # 3949 1311I To: The Rhodes Residence 1341 NE 103 ST Miami Shores, F133138 comments or special Instructions: Ship To The Rhodes Residence 1341 NE 103 ST Miami Shores, Fi 33138 City permits are not Included in this quote. Fxpsditirrp permits Included LSRdi!U;'':itlA9t` 111111111111111111111111111111/1111111111111111111111111111111 1111111311111 1 1 THIS QUOTE IS BASED ON PLANS ISSUED ON 05/08/11 BY RON FAIRCHILD ARCHITECT A-2.0 A-2.1 A -2.2 DEMOLITION Remove second bathroom cabinet, tub, toilet, shower Demo drywall and partitions: Four bathrooms, kitchen walls, kitchen soffit, bedroom closet upon Demolition Plan Remove doors, casings and frames Dumpsters and cleaning after demolition BUILD New partitions and drywall (Lae? 5) to create new walls upon design in Master Bath, Bedroom 2, Bedroom 3, 2nd Bathroom, New Exercise Room, New Powder Room, New Wine Storage and Laundry Room. Insulation Is Included. Raise floor at old Powder Room to match interior floor elevation Repair drywall walls after demolition Repair drywall cellings after demolition Fix and reinforce openings for new impact windows and sliding doors 1 3 5 1 2 1 1 1 1 1 1 PLUMBING BASED ON PLANS ISSUED ON 05/23111 BY RON FAIRCHILD ARCHITECT P4, P -2 Sinks, toilets, facets, tub and plumbing fixtures are provided by the customer Installation of new sanitary pipe and connect to existing sanitary pipe according to plans for each bathroom, n rasrter, second and powder room Capping existing half bath at garage. install new main water pipe supply from meter to house, replace existing 314" pipe to 1" pipe, new main valve and hose Bibb Remove and capping existing gas pipe for existing kitchen area. Cut slab for lay down new sanrtary pipe In three bathroom and in kitchen area, relocate existing waste cast iron pipe to wait Installation of water closet Installation of Lavatories with faucet Installation of free stand tub Installation of shower pan uath Faucet Installation of Double kitchen sink with faucet and disposal Installation of Dishwashing machine Installation of Ice maker pipe Installation of Thankless gas water heater. State Gas Water Heater is included. Installation of water & drain box for washing machine. AIR CtNIDITYONiNG BASED ON PLANS ISSUED ON 05123/11 BY RON FAIRCHILD ARCHITECT M-1 Replace alr diffusers (matertats are included) Irtstafatfon of 3 exhaust fan for bathrooms FIRE 10 New smoke detectors for bedroom and living room area maim 46 17 23 72 8 3 13 1 1 ELECTRICAL BASED ON PLANS ISSUED ON 05/23/11 BY RON FAIRCHILD ARCHITECT E -1, E 2 Light fixtures, fans, dimmers, hhats wilt be provided by the customer New electrical panerand installation and new wiring New electrical point for outlet (tabor and materials, standard outlet) New points for tight switches (labor and materials, standard switches) New Jixx for pendants, sconces and chandeliers New Recessed lights upon design New 3 way electrical {cat? Electrical points for bathrooms exhaust fans 240V Electric at supply for cook top, oven, WID Low volts cable- data- phone FLOORING RESTORE TERRAZO FLOOR In Entry Foyer, Living area, Dinning Area, Exercise room, Master bedroom, Bedroom 2 and Bedroom 3. (included setting materials) BATHROOMS Master bath RESTORE TERRAZO FLOOR (Materlais are included) SHOWER FLOOR INSTALLATION (included setting materials) SHOWER WALLS INSTALLATION (included setting materials) SHOWER BENCH INSTALLATION (included seating materials) FABRICATION AND INSTALLATION VANITY TOP Second Seth FLOOR INSTALLATION (Included setting materials) SHOWER FLOOR INSTALLATION (included setting materials) SHOWER WALLS INSTALLATION (Included setting materials) SHOWER CORNER BENCH INSTALLATION (Included setting materials) FABRICATION AND INSTALLATION VANITY TOP Powder Room FLOOR INSTALLATION (included setting materials) 1 IMPACT WINDOWS AND SLIDING DOORS ExhibitA for windows speclfcatlons Remove and trash existing windows lnstaitation windows and materials Permits and blue prints 3 sets MASTER BED 1 ES1000 Single Hung LMI 2 MASTER BED 2 ES1 QOQ Single Hung L4�1 2 MASTER BATH ES1500 Faced LAM 2 BED 3 ES1000 Single Hung LMI 1 BATH ES1500 Fixed LMI BED 2 -1 ES1000 Single Hung LMI 2 BED 2 -2 ES1000 Single Hung LMI 1 ENTRY ES3000 French Door HL LMI 1 ENTRY ES1000 Single Hung LW 4 LIVING & DINING ES5000 Casement W LMI GARAGE ES3000 French Door HR LMi POWDER ROOM ES1500 Fixed LMI 1P„' EXERCICE ES2000 Horizontal R LMI 1 KITCHEN ES4000 Sliding Door LMI •, KITCHEN ES1000 Single Hung LMI LIVING ES4000 Sliding Door LMI 1 KITCHEN CABINETS AND COUNTER TOP Exhibit B for design Custom Kitchen made in thennofolid construction with maple interior & "slab" door dark chocolate color. Armes included: double trash, pull -out spice, pull-out pantry, under cabinets lights. Reed glass with aluminium frame and stainless steel toe kick New Countertops Fabrication and installation, including 1 Island and outside counter (stone to be provided by customer) 1 1 PAINT Primer for new drywall and existing walls Paint the interior of the house. Including ceiling and walls (Material and labor) Benjamin Moore flat paint Paint the exterior of the house. (Material and labor) Benjamin Moore fiat paint CLEAN UNIT UNDER CONSTRUCTION SUBTOTAL $ 79,830.00 License PERCENTAGE CGC #1612230 S&P PERCENTAGE $ ?si= 7,983.00 A4ANAGMENT FEE 4 MOt41TfS SHIPPING & HANDLING $ 2,800.00 TOTAL Make all checks payable to Stone & Properties Group if you have any questions concerning this invoice, contact Juiiene Moisquera (786)546 7267, ( mosquena astoneandproperties.com 2121 SW 3rd AVE Su'de 205 Miami, Fl 33129 P(305) 592 3276 F(305) 592 3376 xv w.stoneandproperties.Com THANK FOR YOUR BUSINESS Parcel Owner Report Parcel Number: 1132050300140 1341 NE 103 Street Miami Shores FL 33138 - Tax ID: 1132050300140 Owner information JOSEPH PATRICK AND LOUISE LEE Phony;: (305)608 -1116 USA RHODES Phone: LOUISE LEE Phone: Current O'. ar: No Current Owner: Yes Current Owner: No Related Permits Demolition Driveways /Sidewalks/Slabs Driveways /Sidewalks /Slabs Electrical - Residential Electrical - Residential Electrical - Residential Imported Permit Imported Permit Mechanical - Residential Plumbing - Residential Plumbing - Residential Re- Occupancy Roof Permit Number BP2004 -1211 DS -9 -06 -2243 EL -9 -06 -2245 EL -7 -06 -1814 :EL «`d 1433 :ei 7°" BP2004 -1069 BP2003 -827 :it 61240:2152. PL -4 -06 -1015 PL -9 -06 -2244 RE9 7 A A 32 RF- 1-41 - Z 1 o40 Application Date 07/19/2011 09/01/2004 09/01/2006 09/01/2006 07/06/2006 04/11/2011 08/06/2004 05/23/2003 12/06/2010'- 04/20/2006 09/01/2006 03/10/2011 " ti3/02/2011- Expiration Date 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 10/09/2011 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 01/01/2999 Status APPLIED CLOSED CLOSED CLOSED CLOSED APPROVED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED Thursday, July 28, 2011 Page 1 of 1 Miami-Dade My Home My Home Miamidado. ov Show Me: Property Information Search By: Select Item 11 Text only Property Aopraiser Tax Estimator Properly Appraiser Tax Comparison Portability S.O,H. Calculator Summary Details: Folio No.: PropertY: 1-3205-03D-0140 1341 NE103 ST Mailing Address: USA RHODES 1341 NE 103 ST MIAMI SHORES FL 33138- Pro imary Zone: oort: Living Units: j Sq Footage: 3,055 Sae: z, 720 SO FT ear 9uift 1961 REPLAT OF TR B MIAMI HORES BAY PARK STS PB 63-17 LOT 5 LK 6 LOT SIZE 90.000 P 108 OR 16274-4214 394 1 OR 27676-3975 311 01 Assessment Information: .1•1■■••• Information: 1100 SINGLE FAMILY ESID.ENCE 1 RESIDERMAL - MOLE FAMILY •11 !Year: Land Value: 201a 2009 $116,770 $170,289 $279,848 $299,590' $396;618 '$469,879 6284,021 $276,555 Exem lion intorrna Taxable V ear us Informadon: l(Taxing Authorfty: !County: IScrroor Board.. 2010 2009 Aped Exemption/ Taxable Value: 5O,00/ $50,500/ $233,521 $226,055 , $50,500/ $50,500/ 1 $233,521 $226,055 I $50,500/ 350,500/ 1 3233,521 3226,055 I$25,500/ $25,500/ i $258,521 3251,055 t 'nfnii.s1 rat Inn • Page 1 of 2 -c.ct FT TO I) C-*1 4tetetamn EE • .; • • . : ....;'P...."...",•11ii&RQz_•.:z1.1trli•:4F.3".":41::" • IA:- • ;u g3)p . . • . P. h1111://PiSiMS7.111iRilliclatift crilv/rntrbnrriP rrrrirri r, •• . • • • .'",:**:•2 V......*:r.:••• • . :.-00tAymeg Legend ifth9 Property Boundary Selected "49 Property rltreet „AO Highway Mlaml-Dade County Water '7/1Q /1111 1 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:. 11 1(J DATE: G !� 1 ai -icii MOs . ❑ Contractor ❑ Owner ❑Arc Picked up 2 sets of plans and (oth ) /"Ctif—i Address: ) 4l )Cg cenloriok From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. e di Acknowledged b . �Ik! I • PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: )(\'' Permit No: 11 -1689 Job Name: October 3, 2011 Miami Shores Village Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide an elevation certificate for the house. The certificate provided is not signed and sealed and is unreadable. Provide a clean original elevation certificate that is signed and sealed by the surveyor. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove themfrom the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 11 -1689 Job Name: September 22, 2011 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide an elevation certificate for the house. 2) The wind Toad design criteria must be shown on the plans. 3) Detail 06/A5.1 shows wood framing as part of the exterior wall. Exterior wall construction must be of masonry or concrete per Village ordinance. 4) Filled cells adjacent to new /altered openings must extend from the foundation to the beam. 5) Provide product approvals for all new /altered windows and doors that have been reviewed and signed approved by the designer of record. Note: all altered /new windows and doors must be impact resistant or be covered with a shutter. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 P\oti eairciii101 ARCHITECT September 26, 2011 Miami Shores Village 10050 Northeast 2"d Avenue Miami Shores, FL 33138 (305) 795 -2207 RE: Responses to Permit Plan Review Comments for The Rhodes Residence, 1341 NE 103'u Street, Miami Sho To Whom It May Concem: The following are written responses to accompany the drawing revisions may "in r" • = to the Building Department's plan review comments, as forwarded to our office by the General Contractor. pgRUM at SEP 2 9 2011 c.v Y The following is an itemized list of these comments, and the actions/corrections made in response to them. Plan review comments are reproduced verbatim, as found on the City website. Responses to each plan review comment follow in bold italic text Plan Review 09 -23-11 Comment 1 The wind Toad design criteria must be shown on the plans Action Sheet A-4.1: The wind load design criteria has been added to the window and door schedule sheet (A -4.1). Comment 2 Detail 06/A5.1 shows wood framing as part of the exterior wall. Exterior wall construction must be of masonry or concrete per village ordinance. Action Sheet A -5.1: Detail 06 /A-5.1 has been removed from the detail sheet This detail will no longer be used. Comment 3 Filled cells adjacent to new /altenel openings must extend from the foundation to the beam. Action Sheet A-5.1: Detail 05/ A-5.1 has been revised to show new filled cells extend ing from the existing foundation to the existing beam above. Sheet A -2.1: Detail number 06 /A -5.1 has been removed from the floor plan, as this detail is no longer used If you have any questions concerning any of the plan revisions, or written responses in this letter • lease contact us. Sincerely, Ron ai AR0016263 Ron Fairchild Jr., Architect AR0016263 5980 NE 18th Terrace, Fort Lauderdale, FL 33308 Phone: (954) 547 -4682 Fax (954) 776 -4793 Email: fairchildarch@gmail.com DESIGN WIND PRESSURE CALCULATI PROJECT: Windows and Doors Installation at: 1341 NE 103 RD STREET MIAMI SHORES, FL, 33138 SEP 92011 GITY COPY SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS JORGE LLAMA, P.E. # 60156, C.A. # 27710 A & A ENGINEERING 10010 S.W. 23rd TERRACE MIAMI, FLORIDA 33165 TEL: (305) 992 -3048 9/19/2011 DESING WIND PRESSURE CALCULATIONS - ASCE 7 -05 Job: 1341 NE 103 RD STREET. MIAMI SHORES, FL, 33138 Design Pressures have been determined in accordance with ASCE 7 -05 based on the following criteria: Building Category: II Exposure Category: C Building Mean Roof Height (Ht): 11.5 ft. Minimum Building Width: 61.7 ft. Roof Slope: 6 :12 26.6 Deg. Basic Wind Speed (V): 146 mph Kz: 0.85 Kd: 0.85 I: 1 Design Velocity Pressure; q: 0.00256 • Kz • Kzt • Kd • V2 • I q: 39.37 psf Internal Pressure Coefficient; Gcpi: ± 0.18 Design Pressure; P: q [(Gcp) ± (Gcpi)] Notes: 1. Wind load calculations are based upon a mean roof height and tributary area as noted. Contractor shall verify mean roof height in field and notify if higher than noted. 2. "END Zones" pressure are applicable to openings that are within: 4.6 ft. of building corners. Mk Description Width (inches) Height (inches) Trib.Area (Sq.Ft.) Zone Conf. GCp Design Press.(psf) Max Min Positive Negative cm I CASEMENT WINDOW 53 1/8 50 5/8 9.33 4 XX 1.00 -1.10 46.46 -50.40 HR1 I HORIZONTAL SLIDING WINDOW 53 1/8 50 5/8 9.33 4 XO 1.00 -1.10 46.46 -50.40 HR1a I HORIZONTAL SLIDING WINDOW 53 1/8 50 5/8 9.33 5 XO 1.00 -1.40 46.46 -62.21 HR2 HORIZONTAL SLIDING WINDOW 74 50 5/8 13.00 4 XO 0.98 -1.08 45.67 -49.61 HR3 HORIZONTAL SLIDING WINDOW 45 38 3/8 5.99 4 XO 1.00 -1.10 46.46 -50.40 SH1a SINGLE HUNG 24 66 5.50 1 5 OX 1.00 -1.40 46.46 -62.21 SH2 SINGLE HUNG 36 38 3/8 4.79 4 OX 1.00 -1.10 46.46 -50.40 SH2a SINGLE HUNG 36 38 3/8 4.79 5 OX 1.00 -1.40 46.46 -62.21 SH3 SINGLE HUNG 53 1/8 38 3/8 7.07 4 OX 1.00 -1.10 46.46 -50.40 SH4 SINGLE HUNG 53 1/8 37 6.82 4 OX 1.00 -1.10 46.46 -50.40 FW1 FIXED WINDOW 40 13 3.61 4 0 1.00 -1.10 46.46 -50.40 FW2 IFXXED WINDOW 36 13 3.25 4 0 1.00 -1.10 46.46 -50.40 FW3 FIXED WINDOW 14 38 3/8 3.73 4 0 1.00 -1.10 46.46 -50.40 SD1 SLIDING GLASS DOOR (HEAVY REINF.) 192 80 26.66 4 XXXX 0.92 -1.02 43.50 -47.44 SD2 SLIDING GLASS DOOR (MEDIUM REINF.) 60 84 17.50 4 XX 0.96 -1.06 44.77 -48.71 FD1a FRENCH DOOR 39 82 22.20 5 X 0.94 -1.28 44.05 -57.39 HM1 OPAQUE INSULATED STEEL DOORS 36 82 20.50 4 X 0.94 -1.04 44.29 -48.23 J Page 1 of 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade, County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTIONt series 5000 Outswing Aluminum Casement Window — L.M.I. 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.buld in gcodeonli ne.com APPROVAL DOCUMENT: Drawing No. W08 -08, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 01/23/08, 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" or the Product Control Seal, 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 page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0204.05 Expiration Date: April 3, 2013 Approval Date: April 3, 2008 Pagel • J SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WfrH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT 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 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 IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. D.L OPG 35 1/4° VENT WIDTH 37' WINDOW WIDTH SINGLE VENT WDW, 1/8" HEAT STREN'D GLASS 1_.090" INTERLAYER BUTACITE PVB BY 'DUPONT' t /8" HEAT STREN'D GLASS, SILICONE - r OOW CORNING 795 GLAZING DETAIL I0 SURFACE APPUED FALSE MUNTINS OPTIONAL \. fa a. 0 3° / / / / / N VE)- 7 i 30 5/8" II D.L OPG 35 7/8' VENT WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 30 5/8" r^ 74° WINDOW WIDTH D.L. OPG 35 7/8" VENT WIDTH DUAL VENT WOW, r MAXIMUM DESIGN LOAD RATING = + 85.0 PSFa (FOR SIZES SHOWN ABOVE OR SMALLER) — 85.0 PSF THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PEN 18557 C.A.N. 3538 Dwft:.AER,I.II. a 6 PS P,4L:aa1 u.tI a'rc� aN Control z O F 6 cc d O o • '(5 0 LLZPj A 0 3 4 0 0 OI drawing no. W08 -08 sheet 1 of 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY - WOOD BUCK a 18 a O 0 St oll I\IiiIIIIMENINI 1 Ak L '71i ° PFtlil ° 12 ,4 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE e I! p. m = TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS ? SEE ELEV. FOR SPACING _ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 2BY .iR y;n II v• BUCK STRUCTURE 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° TAPCON$ 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 INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE - INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. Engn DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE / 16557 C.A.N. 3538 ,JAN 2 8 2008 Approved as complying wild) the Florida 8i 1itug Cude Date NOM Miami Dark P'.odudd is /fly / , .... zd O V FAX. (305) 593 -2074 c a `o 4 drawing no. W08 -08 sheet 2 of 5 3/18° MAX. 1/4° MAX. SHIM MIAMI —DADE COUNTY APPR,D MULLION SEE SEPARATE NOA `, t0Y NN000 BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREEN OPT- -- EXTERIOR D.L. OPG. VENT WIDTH WINDOW WIDTH . _ WINDOW WIDTH WINDOW WIDTH SINGLE VENT WINDOWS 1/4' SHIM Max. WOOD BUCK W* "" D STRUC SCREEN OPT TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L. OPG. EXTERIOR D.L OPG. VENT WIDTH VENT WIDTH WINDOW WIDTH DUAL VENT WINDOWS APPruced c3 c.+uu!ytaq with 160 Rurida NnLLng Cu e Date NOM PAlcad EPada Pr :duet JAN 2 8 2008 drawing no. W08 -08 (sheet 3 of 5 000 FRAME 0000 VENT 4.811 3.873 1.186 1.098 2.125 .062 -1.186 -� IMPOST IMPOST STIFFENER F .803 147 .062 .837 10 GLAZING BEAD r8M PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ES5001 -5 1 FRAME HEAD 6063 -76 - 2 ES5001 -6 1 FRAME SILL 6083 -T6 - 3 E55001 -3 1/ VENT FRAME JAMB -HINGE SIDE 8083 -T6 - 4 E55001 -4. 1/ VENT FRAME JAMB -LATCH SIDE 8063 -T8 6083 -T6 5 E55002 -1 1/ VENT VENT TOP RAIL - 6 ES5002 -2 1/ VENT VENT BOTTOM RAIL 6063 -T6 - 7 ES5002 -3 1/ VENT VENT SIDE RAIL -HINGE SIDE 6063 -T8 - 8 ES5002 -4 1/ VENT VENT SCE RAIL -LATCH SIDE 6083 -76 - 9 ES5004 -1 2/ VENT SNUBBERS, 2 -1/2" LONG (AT 11 -1/2' & 52" FROM BOTTOM) 6063 -T6 - 10 ES1008 -4 AS READ. GLAZING BEAD 6063 -T6 - 11 ES1010 AS READ. GLAZING WEDGE - SOFT PVC - 12 - AS READ. FRAME & VENT ASSEMBLY SCREWS - #10 X 1 -1/2" PH SMS 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - #8 X 1/2° PH SMS 14 ES5008 AS READ. OUTER WEATHERSTRIPPING NEOPRENE - 15 ES50058 AS READ. INNER WEATHERSTRIPPING NEOPRENE - 16 PJS40 -SS AS REQO. CORNER LOCK - SULLNAN & ASSOCIATES 17 30155 2/ VENT 4 BAR HINGES-HEAVY DUTY - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - #10 X 1/2' PH SMS 16A - 4/ HINGE HINGE MOUNTING SCREWS AT VENT - #10 X 1/2" PH SMS 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8 -1/2' FROM ENDS) - TRUTH HARDWARE 20 - 4/ OPER. OPERATOR MOUNTING SCREWS - $10 -24 X 3/8" PH SMS 21 30175 1/ OPER. 13 -3/4' LONG TRACK ST. STEEL TRUTH HARDWARE 22 - 1 2/ TRACK TRACK MOUNTING SCREWS - #10 X 3/8° PH SS SMS 23 - 1/ VENT LOCKING HANDLE - SULLNAN & ASSOC. 24 - 2/ VENT LOCKING CAM (AT 11 -1/2' & 50 -1/2' FROM BOTTOM) - SULLICAN & ASSOC. 25 - 2/ LOCK LOCK MOUNTING SCREWS - #6 -32 x 1/2 PH MS 26 655013 1/VENT LOCK HANDLE /CAM CONNECTOR - 1/4° x 1/2" ALUM. BAR 27 ES5011 2/ BAR CONNECTOR SCREWS - CUSTOM 28 CS- 200K -SS 2/ VENT KEEPERS (AT 12° & 51" FROM BOTTOM) ST STEEL SUUJVAN & ASSOC. 29 - 2/ KEEPER KEEPER MOUNTING SCREWS - +10 X 3/8" PH SMS 30 - OPi1ONAL 5/16" BOX SCREEN - - 31 { ES5014 -1 - DRIFT RESTRAIN CLAMP, 6' LONG 6063 -T6 AT MIDSPAN OF VENT 32 - 3/ CLAMP CLAMP MOUNTING SCREWS - #10 X 1/2° PH SMS 33 ES5009 2/ VENT ANTI SAG SKATE, 2" LONG NYLON /CELCON M&M PLASTICS 34 - 2/ SKATE SKATE MOUNTING SCREWS - #6 x 1/2' PHSMS 35 - 2/ ASSY. TANDEM LATCH SPACER - - 36 ES5003 -1 1 IMPOST 6083 -T8 37 ES5010 AS ROD. IMPOST STIFFENER 6063 -T8 Engt: OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16957 CAN. 3538 ,IAN 2 8 2008 Approved as complying with tae Florida Dttidia C Mats NOM . - •yx.L "ice. Missal Ihde redact z 0� w 42 A o o ao o 0 g W 00 m a.ao 0 {atiE stl sheet 4of 5 ) \ — — — 1 -+ t. — Z — -- ,ice? ‘,. ,,, \ limi■ .,.._., \',„\ \\ •,\\ \\ \,, „\\ , .„,(.,\\\\ _,--/ 1 \ _..,,, f.;,,.. . _ --\._._ ilogr..., _ \ e e e ‘a .f • \ ,, o ''''..j11 A Z � cz co \ '. \ \ 0000 \ \\ \ c.,L-\\__. -- * n 'tact« 01 -23-08 (revisions: ) 1S -5000 ALUM OUTSWING CASEMENT WDW. (L.M.L)J AL-FAROOQ CORPORATION - c no date by description m O ENGINEERS & PRODUCT DEVELOPMENT j.� 1/r - 1 E.S. WINDOWS, LLD f' LA CO ` J, -- 1236 S.W. $7 AVE °. I - O 5220 N.W. 72 AVE. BAY #4 MIAMI, FLORIDA 33174 C O = 1 �I - -- MIAMI, FL. 33166 TEL. (306) 264-8100 FAX (305) 262.6978 , f tr CO o L� by: ,j TEL. (305) 640 -9857 FAX. (305) 593 -2074 ( COMP- ANL \WOB- 08ESW} IMPOST CORNER drawing no. W08 -08 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2000/2050 Aluminum Horizontal Sliding Window- L.M.L APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series- 2000 /2050 Alum. Horiz. Sliding Wdw. (L.M.I) ", sheets 1 through 9 of 9, prepared by Al- Farooq Corporation, dated 08/27/03 with revision "E" on 06/25/09, signed and sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shalt be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 0527.13 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 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 wwtiv.miamidade.Rov /buildinacode MIAMI DADE COUNTY APPROVED NOA No. 09- 1008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 Page 1 1/8" ANN. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' -1/8" ANN. GLASS SILICONE DOW CORNING 795 1/8" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' -- 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 6" MAX. HEAD /SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED i GLASS TYPE 'A' GLASS TYPE 'Al' 1/8" ANN. GLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 1/8" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8" HEAT STREN'D. GLASS 1/8" ANN. GLASS SILICONE DOW CORNING 795 SIUCONE DOW CORNING 795 0 GLASS TYPE 'B' 3/16" ANN. GLASS _.090" INTERLAYER ' DUPONT SENTRYGLAS PLUS' 3/16" ANN. GLASS GLASS TYPE 'BI' 33 1/2" Q.L. OPG. 37 5/8" VENT WIDTH D.L. OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. J —5/32" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' - 1/8" HEAT STREN'D. GLASS SILICONE SILICONE DOW CORNING 795 w DOW CORNING 795 GLASS TYPE 'C' GLASS TYPE 'D' -- 5/32° HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8° HEAT STREN D. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'E' TYPICAL ELEVATION SERIES 2000 33 1/2" D.L. OPG. 37 5/8" VENT WIDTH SERIES- 2000/2050 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 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 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. LAMINATED GLASS LARGE MISSILE IMPACT Emir: AR'SHAQ 'MAR • PRODUCT Ii6V195ES E A. PEI # 38863 e7a44PIP "x the not* CA.N. 3538 6idem Caul, ' AtNgawnce Vp Dato SEP 1 4 Z009 COMP -ANL\WO3 -75 a 8 drawing no. W03 -75 (sheet 1 of 9) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'Al' GLASS TYPE '81' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'AI' GLASS TYPE 'B1' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EXT.(+) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 26 -1/2" 37" 53 -1 /8" 74" 26° (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 26 -1/2" 37" 53 -1/8" 74° 38 -3/8" (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 26 -1/2° 37" 53 -1/8" 74" 50 -5/8" (4) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 26 -1/2" 37° 53 -1/8" 74" 63" (5) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 58.9 67.3 70.0 90.0 70.0 80.0 80.0 90.0 5 42.8 48.7 70.0 86.6 70.0 80.0 80.0 90.0 7 - - - - - - 80.0 90.0 24" 36° 48" 60° 72" 24" (2) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 ' 90.0 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24° 36" 48" 60" 72" �3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 38" 48° 80" 72" 44) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 50.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 38" 48" 80° 72" 60" (5) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 54.2 61.9 70.0 90,0 70.0 80.0 80.0 90.0 6 45.1 51.5 70.0 87.3 70.0 80.0 80.0 90.0 7 - - 70.0 78.7 70.0 78.7 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB S D. SILL WITHOUT RISER LIMIT EXT.( +) LOADS TO 53.3 PSF UMIT EXT.( +) LOADS TO 70.0 PSF STD. SILL WITH RISER HI -RISE SILL WITHOUT RISER HI -RISE SILL WITH RISER LIMIT EXT.(+) LOADS TO 67.5 PSF UMIT EXT.(+) LOADS TO 80.0 PSF STD. MTG. RAIL. S -2000 STD. MTG RAIL S -2050 ILD. MTG. RAIL 5 -2000 H,D, MTG. RAIL 5 -2050 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 - DEC - 2 1 9 Engr:• NORR (NIL A.A. PE Q 38883 CAN. 3538 SEP 14 2009 nuer REVWlin asNUOptyIHg with the V1oritbt I S9 IO0 Cod; tnce N ion (Pate a U En- = 0 4 in 0 N 4) FAX. (305) 624 -7777 4,od 15 6 8 8 si __7 drawing no. W03 -75 ( BCt 2 of q • DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAIL R.5, MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'AI' GLASS TYPE '111' GLASS TYPE 'C' CLASS TYPE 'D' GLASS TYPE 'Al' GLASS TYPE 'BI' GLASS TYPE '0' GLASS TYPE 'E' WIDTH HEIGHT EXT.(+) INT.( -) EXT.( +) WT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 74" 106 -1/4" 111" 26 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 106 -1/4" 111" 38 -318" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 106 -1/4" III" 50-5/8" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 IO - - - - - - 80.0 90.0 74" 106 -1/4" 111° 63" (5) 7 45.4 51.9 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 10 - - - - - - 80.0 90.0 72" 84° 96" 108" 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70,0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 98" 108" 36" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 98" 108" 48" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80,0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 96" 108" 60" (5) 7 54.2 61.9 70.0 90.0 70.0 80.0 80.0 90.0 a 47.6 54.4 70.0 90.0 70.0 80.0 80.0 90.0 9 - - 70.0 83.9 70.0 80.0 80.0 90.0 10 - - 70.0 ' 78.7 70.0 78.7 80.0 90.0 A NO. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB STD, SILL WITHOUT RISER LIMIT EXT.(+) LOADS TO 53.3 PSF LIMIT EXT.(+) LOADS TO 70.0 PSF (1/38) 4 (1 /3W) (1/3w) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 510. SILL WITH RISER 670. MTG. 960, 0 -2000 STD. MIS _RAIL 5 -2020 H.D. MTG. RAIL s -2000 HI -RISE SILL WITHOUT RISER HD FITS RA11, 5 -2050 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAIT. H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE '61' GLASS TYPE '131' GLASS TYPE 'C' 1LAS5 TYPE 'D' GLASS TYPE 'Al' GLASS TYPE 'R1' GLASS TYPE '0' GLASS TYPE '8' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 091.( +) INT.( -) EXT.( +) INT.( -) 74" 106 -1/4" 111" 26" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 10 - - - - - - 80.0 90.0 74° 106 -1/4" 111" 38 -3/8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 - 80.0 80.0 90.0 90.0 10 - - - - 74° 50-4 8" 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 74" 83" 7 -, - - - - - 80.0 90.0 72" 84° 96" 108" 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 96" 108" 36" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 96" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 B - - 70.0 90.0 70.0 80.0 80.0 90.0 - - - - - - 60.0 90.0 72" 60° (5) 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 HI -RISE SILL. WITH RISER A = NO. OF ANCHORS PER HEAD & SILL () a NO. OF ANCHORS PER JAMB LIMIT EXT.(+) LOADS TO 68.7 PSF LIMIT EXT.(+) LOADS TO 80.0 PSF (1 /4W) (1 /2W) (1 /4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 01300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATONY STATEMENT DCA05 - DEC -219 Eng' a6RSHA0 610944 CIVX. FLA. PE y 38883 C.A.N.. 3538 SEP 1 4 2009 *DUCT REVISED Iak®2aplyI68 volatile Florida. estietba Coda. 1118910sace N Date '- t Z C W Q }WWo CC LI 1. Tj to re «E {� 0 ZN� Ng COMP— ANL \W03 -75E ' by l description 2 '0 g 0 Q a L' S � 8 drawing no. W03 -75 sheet 3 of 9 TYPICAL ANCHORS _ SEE ELEV. FOR SPACING IBY WOOD BUCK METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING x W000 BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU IBY 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 SCREW] (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 ") INTO METAL. STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE OISTANCQ INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE t'c 3000 PSI MIN, C -90 HOLLOW /FILLED BLOCK I'm a 2000 PSI MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES: W1 = 1- 13/16" X 1/4" WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END an WI 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES -2000 SERIES -2050 Enpr: ARSHAD MOAR. FIA PE g 38883 C.A.N. SEP 1 4 2009 PRODUCT REVISIED W epmplying wtht, Florida F pg CodF Acceptance N Date z — w z F. O I Q Q 0 Is 0 M D a Cce V/ as g t� z l�uyyt Q W e� rG 0 FAX. (305) 624 -7777 0 6 NO CHANGE THIS SHEET N 6 8 0 3C ffi 8 drawing no. W03 -75 sheet 4 of 9 TYPICAL ANCHORS SEE ELEVS. FOR SPACING ALT. ALT. _ TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ES1003 1 1 FRAME HEAD 6063-16 6063 -16 6063 -T6 6063 -T6 6063 -T6 6063 -T6 6063 -T6 _. --- ____ _. _ - - - - -- - - 2 2A 3 5 ES2001 652012 652003 631005 STD. FRAME SILL HI -RISE FRAME SILL 1 1 1/ VENT 1/ VENT FRAME JAMB FIXED RAIL (3 -2000) 58 6 651051 ES1004 FIXED RAIL (5 -2050) 1/ VENT STO. VENT MEETING RAIL (S- 2000) 6A 6B 652004 1/ VENT H.D. VENT MEETING RAIL (5 -2000) 6063 -T6 ES1052 I/ VENT STD. VENT MEETING RAIL (5- 2050) 6063 -16 - 6C ES1053 1/ VENT H.D. VENT MEETING RAIL (5 -2050) 6063 -T6 - 7 651007 2/ VENT TOP AND BOTTOM RAIL 6063 -T5 8 ES1006 1/ VENT JAMB STILE 6063 -T5 - 9 ES2008 AS REQO. GLAZING BEAD 8063 -T5 - 10 652002 1 SILL TRACK INSERT 6063 -T5 - I1 852011 AS READ. 5T0. SILL RISER 6063 -T5 - 12 651009 2/ VENT SPRING LOADED VENT LATCH 6063 -T6 AT 8° FROM ENDS 12A 5L203 2/ VENT SWEEP LATCH ZAMAK AT 11° FROM ENDS, BY INTERLOCK 128 #6 X 1" 2/ LATCH LATCH INSTALLATION SCREWS - EH SMS 13 ES1012 1/ LATCH VENT LATCH SPRING ST. STEEL - 14 CIB251N AS REQD. FOAM FILLED FABRIC W'STRIPPING - SCHLEGEL 14A W23221NG AS READ. FIN SEAL PILE W'STRIPPING - ULTRAFAB 15 #8 X 1" AS MD. FRAME /VENT ASSEMBLY SCREWS CRS P.H. SMS 16 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (STO. SILL END) CRS P.H. SMS 16A #10 X 4" 2/ VENT FIX. RAIL SILL SCREWS (HI -RISE SILL END) CRS P.H. SMS 17 W2321NG AS REQO. VENT & FIX. RAIL W'STRIPPING - ULTRAFAB 16 W23291NG AS RE00. FRAME JAMB W'STRIPPING - ULTRAFAB 19 WPHL -1 00 2 BAFFLE - M & M PLASTICS 20 #6 X 1/2" 2/ BAFFLE BAFFLE SCREW - F.H. SMS 21 651010 AS READ. GLAZING GASKET SOFT PVC - 22 ES2007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC - 23 652006 2/ VENT ROLLER BRASS /ST. ST. - 24 ES2005 2/ VENT ROLLER PIN ST. STEEL - 25 - 1/ WEEP OPEN CELL FOAM PAD - 1" X 3/4" X 1" LONG 26 - 1/ VENT 5/16° BOX SCREEN - OPTIONAL 27 651505 - FLUSH FRAME ADAPTER 6063 -15 OPTIONAL Eng?- Ai*SHAO 141049 CIVIL FLA. PE, # 38863 C.A.N. 3538 SEP Y 4 7009 BBI)UGT REVISED fsgmp$ylag Wilhite FWTId. Ratan Code m N. •'- Iv1Y • c 11/ate rG. fleff, ►!3 8 6 �W 0 3 a 5 0 v FAX. (305) 624 -7777 88 aw ea _ 3 $__ L _7 drawing no. W03-75 sheet 5 of 9 TJ 1/4" MAX. SHIM METAL STRUCTURE VENT MOTH D_L.0._ 1 /4" MAX. SHIMS HEAW DUTY v IBY WOOD BUCK •- ---- SCREEN OPT. TYPICAL ANCHORS SEE ELEV. FOR SPACING J TYPICAL ANCHORS to SEE ELEV. n FOR SPACING D.L.O. EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE VENT WIDTH 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING vo 18Y W000 BUCK EXTERIOR WINDOW WIDTH XOX LAYOUT 1/4" MAX. SHIMS 4 Q ALT. MIAMI -DAOE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES --2000 VENTS WITH SPRING LOADED LATCHES -EFFr----4RSKAD 1 WDIUCTftEVIBZD CIVa tWttoosglying with the Hur1Ua RA. PE # }8e63 C.AN. 3538 Itsithiscee9 Arsessettnee gqindan TYPICAL ANCHORS SEE ELEV. FOR SPACING SEP 1 4 2009 Dete.►,f� ff#W.13 :'rye: .....'C',.: ' WINDOW WIDTH WINDOW WIDTH drawing no. W03 -75 (sheet 6 of 9 ) (sheet 7 of 9 ) 1/4" MAX. SHIM , METAL STRUCTURE CD} STD. 1/4" MAX. SHIMS CQ) HEAVY DUTY 18Y WOOD BUCK TYPICAL ANCHORS v> ` —SEE ELEV. FOR SPACING O.L.O. TYPICAL ANCHORS SEE ELEV.. FOR SPACING 1/4" SHIM MAX. Y WOOD BUCK O WO . STRU VENT WIDTH EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE ARE „">`>• �nnwn��F� 0 0 �- - - -- SCREEN OPT VENT WIDTH rialgIIjj m 111 VS EXTERIOR WINDOW WIDTH 1 /4" MAX. SHIMS SCREEN OPT. - - -- XOX LAYOUT MIAMI —DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW M1DTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING ao 1BY WOOD BUCK SERIES -2050 VENTS WITH SWEEP LATCHES Enqr: ARSHAD VIDAR CIVIL • FLA. PE # 38883 C.A.N. 3838 SEP 1 4 2009 V WM)UCT REVISED menrap$giagWith the Florida Dram Codg itossitasse Psis i a 6 5 5 Eruct m drawing no.- W03-75 .857 - 837 j�- 2.063 .062 -2.063 - -- -.062 AL- FAROOQ CORPORATION 1 a ENGINEERS & PRODUCT DEVELOPMENT I f 1235 S.W. 87 AVE I', MIAMI, FLORIDA 333.74 ' CI TEL (305) 2648100 FAX. (305) 262-6978 ,, —"mot COMP- ANL \W03 -75ES:31 2.186 .813 I 2.330. - 1.242 -- .062 1.344 .803 Y -^t 062 I I L.- -147 .715 �. _... '062 C.?) VENT m- -930.1 TOP /BOTTOM -'_a 1.434 •813 JJII 4 RAIL j P '433 0 .. _ STD. MEETING STD. Er-d 1 .130 '930 1 130 (9) GLAZING BEAD STD. MEETING - 1.250- - RAIL - -- 1.250 -. RAIL 1.421 -< .930 FRAME L-1.400 HEAD - --2188 -.062 949 1.122 760 �6% SERIES -2000 (99' 2.063 .062 `- -� 2.063 . 062 .078 .813 2.998 .992 �j L118-^ 1.1149 i .489 ® C� 1 - .868 1 3 - 1.230 - .930 1.630 .930 1 1.630 - - 1230 JAMB - STILE .813 t2 VENT LATCH 1 �1 - 1.250 - - 1.250 .062 T .983 2'375 (SERIES- 2000/2050 ALUM HORIZ. SLIDING WOW. (LW.)] E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 624 -7775 FAX. (305) 624 -7777 T 770 I 2.190 - 062 H.D. MEETING RAIL SERIES -2000 H.D. MEETING RAIL SERIES -2050 (�J� 500 i 2:268 i 2.130 -2.113 1.675 -2.181 - .994 .500 .062 � 2.555 27 FLUSH FRAME ADAPTER R 2.330 �� 1 212 1.678 STD. FRAME SILL 1.212 n .992 ,yy2 _2.342 .282 .082 1.250 - FIXED SERIES -2000 RAIL 68 062 - 7.250 FIXED RAIL SERIES -2050 .992 -^� f 1.118 082 TYP. tI I I^- .969 -d FRAME JAMB .813 3.437 NO CHANGE This SHEET 001140E0 FOR 2004 FRC h 33 Z GENERAL REVISWN )u] .078 .483 .078 2.816 .500 .088 - .046 - .450 2.500 C y ^ -° r_�pp 0 0 0 0 0 O 0 0 2.330 A HI -RISE FRAME SILL t t SILL RISER 90 a m 0 0 w ;--. $ ., 0 E3 yi a 3 .188 062 .250 8- Engr. aRCM WEAR FiA. e21,68,:3. CA.N. 538 SEP 4 2flfl9 4491DPUCT REVISED $m �Q01108 witr�.fLO >lROrl C�4 g +. /y' / / 8. i%r0 --qq 328 �_I � Onto .rror�.��±s�ir3 Ry /-,;� / ._/ .312 .543 1.098 l0 SILL TRACK i dr drawing no. W03 -75 M. >,•- • ProttnetCen � D► 4 �•I I° -.250 21 BULB VINYL (sheet 8 of 9 ) VENT TOP /BOTTOM CORNERS FIXEQ MTG. RAIL CORNER FRAME BOTTOM CORNER Eng,: A14HA0 VIQAR am FL& PE g 38863 C.A.N. ,b538 SEP 142009 PRODUCE WAD as comp ewHhO0No* ado .7,J'A'/7 °o N C h 77 FAX. (305) 624 -7777 Q V1 O h __. -- 8 drawing no. W03 -75 sheet 9 of 9 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1000 /1050 Aluminum Single Hung Window- L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series- 1000 /1050 Alum. Single Hung Wdw. (L.M.I) ", sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 07/31/03 with revision "G" dated 07/15/09, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 0527.12 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode NOA No. 09- 1008.05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 Page 1 -1/8" ANN. GLASS .090" INTERLAYER ' DUPONT SENTRYGLAS PLUS' /8" ANN. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' 1/8" HEAT STREN'D. GLASS .090" INTERLAYER 1} i OUPONT SENTRYGLAS PLUS' I 1 —1/8" HEAT STREN'D. GLASS \ 1 I - SILICONE > DOW CORNING 795 GLASS TYPE 'B' c` -5/32" HEAT STREN'D. GLASS 1 _.090" INTERLAYER ` ' DUPONT BUTACITE PVB' 1 I± 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 745 1. GLASS TYPE '0' 1/8" HEAT STREN'D. GLASS 1 .090" INTERLAYER �'DUPONT BUTACITE PV9' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'C' 5/32" HEAT STREN'D. GLASS -1/8" HEAT STREN'D. GLASS \ \�I m .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' SILICONE 1 DOW CORNING 795 G�.AZ(_N_.O OPTIONS CLASS TYPE '5' FALSE MUNTINS (SURFACE APPLIED) — _ MAY BE USED \ w = h z h a a O 0 10" MAX. HEAD /SILL r. —," 6" MAX_ HEAD /SILL CORNERS 10" MAX. HEAD /SILL 6" MAX. HEAD /SILL ! CORNERS m D.L. OPG. 49 15/16" VENT WIDTH 53 1/8" WINDOW WIDTH TYPICAL ELEVATION SERIES 1000 (STD. SILL) SERIES- 1000 /1050 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 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 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 47 1/8" D.L. OPG. 49 15 /16" VENT WIDTH 53 1/8" WINDOW WIDTH TYPICAL ELEVATION SERIES 1000 (HI -RISE SILL) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT • SHUTTERS ARE NOT REQUIRED. En9 ARSHOO 'AGAR CML FLA. PE # 38863 C.ANN.. 353388. SEP U I. ' /_U04 -3 x 0 Uj cra 3 a 0 U FAX. (305) 624-7777 � r P [drawing no ) W03 -56I (sheet T or $ j EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF (HI -RISE SILL) STANDARD HEAVY DUTY TOP RAIL TOP RAIL GLASS TYPE GLASS TYPES GLASS TYPES WINDOW DIMS. 'A' '9', '0' '0' is 'E' '9', 'C', D' & 'E' WIDTH - HEIGHT EXT.( +) INT.( -) ExT.( +) INT.( -) EXT.( +) 1NT,( -) 19 -1/8" 70.0 80.0 80.0 90.0 80.0 90.0 26-1/2' 70.0 80.0 80.0 90.0 80.0 90.0 37' 26" 70.0 80.0 80.0 90.0 80.0 90.0 42" (3) 70.0 80.0 80.0 90.0 80.0 90.0 49" 70.0 80.0 80.0 90.0 80.0 90.0 53 -1/8" -- 70.0 80.0 80.0 90.0 80.0 90.0 19 -1/8" 70.0 80.0 80.0 90.0 80.0 90.0 26 -1/2" 58° 700 80.0 80.0 90.0 80.0 90.0 37" 38 -3/8° 70.0 - 80.0 80.0 90.0 80.0 90.0 42° (4) 70.0 80.0 80.0 90.0 80.0 90.0 49" 70.0 80.0 80.0 90.0 80.0 90.0 53 -1 /8" 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 63° 70.0 80.0 80.0 900 80.0 90.0 26 -1/2" (6) 70.0 80.0 80.0 90.0 80.0 90.0 37" 50 -5/8" 70.0 80.0 80.0 90.0 80.0 90.0 42' (5) 70.0 80.0 80.0 90.0 80.0 90.0 49" (6) 70.0 80.0 80.0 90.0 80.0 90.0 53 -1/8" 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 74 -1/4" 70.0 80.0 80.0 90.0 80.0 90.0 26 -1/2" (7) 700 80.0 80.0 90.0 80.0 90.0 37" 58" 70.0 80.0 80.0 90.0 80.0 90.0 42" (5) 70.0 80.0 800 90.0 80.0 90.0 49" 70.0 - -- 80.0 80.0 90.0 80.0 90.0 53 -1 /8' 70.0 80.0 80.0 90.0 80.0 90.0 19 -1/8' 70.0 80.0 80.0 90.0 80.0 90.0 26 -1/2" 70.0 80.0 80.0 90.0 80.0 90.0 37" 63" 70.0 x_80.0 80.0 90.0 80.0 90.0 42" (6) 70.0 80.0 80.0 90.0 80.0 90.0 49" 70.0 80.0 80.0 90.0 80.0 90.0 53-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 19 -1/8" 70.0 80.0 80.0 90.0 80.0 90.0 26 -1/2" 70.0 80.0 80.0 90.0 80.0 90.0 37" 68" 70.0 80.0 80.0 90.0 80.0 90.0 42° (6) 70.0 80.0 80.0 90.0 80.0 90.0 49" 70.0 80.0 80.0 90.0 80.0 90.0 53 -1/8' - - - - 80.0 90.0 19 -1 /8" 70.0 80.0 80.0 90.0 800 90.0 26 -1/2" 70.0 80.0 80.0 90.0 80.0 90.0 37" 74 -1/4" _ 70.0 80.0 80.0 90.0 80.0 90.0 42" (7) 70.0 80.0 80.0 90.0 80.0 90.0 49' - - -_. 80.0 90.0 53 -1/8" - - - - 80.0 90.0__ 19 -1/8" - - - - 80.0 90.0 26 -1/2" - - - - 80.0 90.0 37" 80 - - - 80.0 90.0 42" (7) - - - - 80.0 90.0 49" '- - - - 80.0 90.0 N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL,. STD__T7M _ Past 0 -1000 STD. TOP RAIL S -1050 T HEAVY DUTY TOP RAD. 5 -1000 HEAVY_DUTY. .YQE 551b S-1050 UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF (HI- -RISE SILL) STANDARD !HEAVY DUTY TOP RAIL TOP RAIL GLASS TYPE GLASS TYPES GLOSS TYPES WINDOW DI.MS. 'A' '8', 'C', D' & '6' '9', 'C', D' & 'E' 810TH HEIGHT EXT.( +) 190.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19 -1/8° 70.0 80.0 80.0 90.0 80.0 90.0 28-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 37" 50 -5/8" 70.0 i 80.0 80.0 90.0 80.0 90.0 42" (5) 70.0 80.0 80.0 90.0 80.0 90.0 49° 70.0 80.0 80.0 90.0 80.0 90.0 53 -1/8" 70.0 74.0 80.0 90.0 80.0 90.0 19 -1/8" 70.0 80.0 80.0 90.0 80.0 90.0 26 -1/2" 58° 70.0 80.0 80.0 90.0 80.0 90.0 37° (5) 70.0 80.0 80.0 90.0 80.0 90.0 42" 70.0 80.0 80.0 90.0 80.0 90.0 49" -__ - - -.. - - 80.0 90.0 19-1/8" 70.0 80.0 80.0 90.0 80.0 90.0 26 -1/2" 63° 70.0 80.0 80.0 90.0 80.0 90.0 37" (6) 70.0 80.0 80.0 90.0 80.0 90.0 42" - - - - 80.0 - 90.0 10 -1/8" 68" 70.0 80.0 80.0 90.0 80.0 90.0 26 -1/2" (6) 70.0 80.0 80.0 90.0 800 90.0 37° - - - - 80.0 90.0 19 -1/8" 74 -1/4" 70.0 80.0 80.0 90.0 80.0 90.0 26 -1/2" (7) 70.0 80.0 80.0 90.0 80.0 90.0 • N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL. 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 2 En9r: ARSH80 MAR CIVIL ILA. PE 36863 0A.N. 3538 i t ,`j i mt 1000/1050 ALUM SINGLE HUNG PRODUCT t.PYI i) aaaNtAn ^r,X 1,85 tae 918115& drawing no. W03 -56 sheet 2 of 8., TYPICAL ANCHORS SEE ELEV FOR SPACING METAL STRUCTURE ,f, 111 TYPICAL ANCHORS _ SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING \ MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA \ TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS N` -SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO. (Fu =177 KSI, Fy =155 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 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES: WI = 1 -1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END W2 = 1 -5/16" NOTCH AT EACH END SERIES -1000 VENT WITH SPRING LOADED LATCHES Engr: ARSHAO VIQAR CPAL FLA PE i 38363 C.A.N. 3138 0 1 lUU Mt) 6UC "i RS: .VLf.F.1D as 1,16.146 @ahLh'g Ca' A4+ .c Na_ cn 0 11 U FAX. (305) 624 -7777 drawing W03 -56J (sheet 3 of 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW HEIGHT 0 B 0 (i) W2 9B OPTIONAL TO A BOTTOM LATCH 58 0. 0 IV 117, -SEE ELEV. FOR SPACING OPTIONAL TO BOTTOM LATCH (C1) SERIES-1050 VENT WITH SWEEP LATCHES Mgr. ARM80 ROAR CM. FIA. PE # 3M63 C.A. 3538 S EP II NM U uJ I0 1 FAX. (305) 624 -7777 0 w 9•101:414. Ni.Va,V,At t0V1, 111 o - 440%"&:.;Ae;;;::::',.t.':,,,,,,,FA-J • .05 -- 41 drawing no. W03-56 TYPICAL ANCHORS \ SEE ELEV. FOR SPACING 1/4" MAX. SHIM 28516000 BUCK\ OR/ WOOD STRUCTURE (0) MIAMI -DADE COUNTY APPROVED MIJLUQN-1 TYPICAL ANCHORS SEE SEPARATE NOA \ r SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH VENT WIDTH (12 () EXTERIOR D.L. OPG. WINDOW WIDTH ITEM 8 PART REQD. DESCRIPTION MATERIAL MA NF./STIP FLIER/REMARKS 1 .... ES1001 -1 1 FRAME HEAD _ . 6063-16 . - . . 2 ES1002 - 1 1 FRAME SILL (STO.) 6063-T6 - 2A 651101 1 FRAME SILL (Ill-RISE) 6063-T6 - - 3 . . 651003 _ 2 . . _._.. FRAME JAMB 6063-56 - 4 6S1005-1 1 FIXED MTG. RAIL (FOR SPRING LATCH) 6063-16 - 4A 681051 1 FIXED MTG. RAIL (FOR SWEEP LATCH) 6063-78 - 5 E51004- 1 1 51D. VENT TOP RAIL (FOR SPRING LATCH) 6063-T6 - SA 652004 1 HEAVY purr VENT TOP RAIL FOR SPRING LATCH) 6063-T6 - _. 58 651052 1 STD. VENT TOP RAIL (FOR SWEEP LATCH) 6063-16 - SC 651053 : 1 HEAVY purr VENT TOP RAIL (FOR SWEEP LATCH) 6063-T6 - 6 ES1006-1 1 VENT BOTTOM RAIL 6063-16 - 7 651007-1 2 VENT SIDE RAIL 6063-75 - 8 651058-1 AS ROD. GLAZING BEAD 6063-16 - 9 651009-1 2/VENT SPRING LOADED VENT LATCH 6063-55 AT 6" FROM ENDS 9A - 2/VENT SWEEP LATCH ZAMAK AT 11" FROM ENDS 98 88 X 1" 2/ LATCH LATCH INSTALLATION SCREWS - FH SMS 10 651012 1/LATCH LATCH SPRING ST. STEEL - 11 ES1010 AS REOD. GLAZING WEDGE SOFT PVC - -I- #8 X 1" 20 — FRAME & VENT ASSEMBLY SCREWS 12 CRS PH WS 13 651011 2/VENT SASH CAM CELCON - 14 43620-187 AS REDD. PILE WSTRIPPING WITH PLASTIC FIN - AMESBURY OR EQUIV. 15 43628-187 AS REGD. PILE W'STRIPPING WITH PLASTIC F114 - AMESBURY OR EOUIV. 16 - 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 BY 881 17 - 2/ VENT SPIRAL BALANCE - - 18 ES I 013-1 2 SASH STOP - - 19 I E51505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL 20 - 1 5/16" BOX SCREEN OPTIONAL I/4" MAX. SHIMS TYPICAL ANCHORS - • SEE ELEV. FOR SPACING .__ _T., v v, \ \ 185 W000 BUCKS TYPICAL ANCHORS _ SEE ELEV, FOR SPACING 1/4" MAX. SHIM I." METAL STRUCTURE r SERIES-1000 SERIES-1050 Env: AREI-90 vIOAR CIVIL FLA PE # 36863 C.A.N. 3538 SEP 0 1 Z009 e6Z.,.3,t. L/,5 SattitV'Mq tta RV....P...1% I I • -lagt, 05 7,Arr i4,24E41,,".:1 • 0 0 _ . drawing no. W03-56 ts-heet 5 of 8 METAL STRUCTURE J TYPICAL ANCHORS J I SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING /TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME_ ADAPTER Engr: ARSH.4O VtOAR CIVIL FLA. PE # 38863 CAN 3538 SEP 0 1 21109 as COP, , 04:,14 titoi is 8.05 o. 0 U .J 0 ? a 0 drawing no. W03 -56 sheet 6 of 8; .969 _ .719 ._ --I .809 [• - ..- ... �j ,77� 0 '19) FLUSH _ -- 2.190 - -- '.062 p .500 ¢ p ..... 1.344 �... 1.130 - 1-.1.130 f l ! �� I •' 3 w ! I 062 ` 2.063 _ 8 1.344 ... -- STD. VENT `581 SERIES "' - .062 I I 2.063 1 ( AL- FAROOQ CORPORATION • ENGINEERS & PRODUCT DEVELOPMENT 1 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 ' TEL. (305) 2648100 FAX. (305) 262-6978 �... -2.392 813 _,i .750 -. P. • STD. 0) .930 VENT TOP SERIES -1000 .813 M RAIL 930 TOP -1050 .813 i I-- RAIL FRAME ADAPTER '•.1) FRAME HEAD _.2.186 -- - .813 >- - 1.122 t 1.250 _ H.D. L.i •-- t .630 .930 - 1. 250 ,753• H.D. rg�; 1.630 -+- 1.130 --. 2.330 1.242 .062 .930 1.421 EJ 082- - -I.562I VENT TOP SERIES -1000 - RAIL 2 063 - �Ijj- `"•� °�,5 °,n°j'II UVU 062 �- I 1 VENT SERIES -1050 - A80 562 I-- TOP 2.063 C RAIL t.0 .078 -. , 1.400 .. !9) VENT .760 +°- LATCH 1.344 - -•-f _ 1,3) FRAME JAMB 4 .543 °1 ;� J GLAZING x--.328 I 112 .250 WEDGE '6L ! e? GLAZING 47 .082 .062 1.250 -.992-1 °.992 -q ,837 L BEAD I 2.113 1.675 I 7.250 .062 2.181 944 - .888 .949 .715 r+-- f } MEETING `f - 1.212 - RAIL SERIES -1000 ® • -1.212 MEETING RAIL SERIES -1050 813 ,857 .062 .930 l M - z �� c wiMOSoo •y •` `' - -- o 0 - ° 'v 4 t,250 i___ - F .489 - 2.188 - .062 t7j VENT .. 1.434 SIDE .813 I - I RAIL T� ro -1.149 -4 ! 6; VENT BOTTOM RAIL -2.497 .062 3.127 _ . ._ - • -- .2.457 - - .062 2.502 ... ,� i O u 9 ,° ',. u ; J 1 c3 ? n I 4 T- .. 5 1.335 .874,:Ir,.;z'rs: : ?11) j i .7810 En9t: ARSMAD MOW FLA PEA 38863 C.AN. M 538 CEP ii i. ! ny 880 1ylT RAI VLibfb es K -+a+�' 14-"'I>6 a•e;h eke !R.•aatslr i�••1 I :- II.05 { 1 .8I4 (� I-•- t) FRAME t 679 - -- 2.331 - ..._ SILL STD. -_•. 1.679 - -- 2.331 - FRAME SILL (HI-RISE) - .'+ MO By / ,.-! : •I ., drawing Gnoo W03-56 ft Inv! C. .., - - - sheet 7 of 9 ) • ,a4 VENT CORNER DETAIL Q.7 FRAME CORNERS DETAIL, Ento: ARFHAO VIQAR CIVL FI.A. PE # 38863 C.A.N. sEp 4) 1 20119 FiXsttii( P4:1/Wei) co0,4th.eio 0,01.1^.:!../s LisiOtni,Cen'e •.7 !41 01 06.05 V /201.3 Dade realmi 1' • g • - g ‘; 0 o t 0 • • t QcL olv,2 s o aqE • •0 <LI! Lir Z tO g 4 z ui e 14 rr 14 • • V • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.Eov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1500 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 1201.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMFDADE COUNTY APPROVED NOA No 08- 0417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Page 1 WINDOW WIDTH • WINDOW WIDTH WINDOW W10114 WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED ONES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. FRC SERIES -1500 ALUMINUM FIXED WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2 &3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 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 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 UMITED 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. IM ENDS .- 1 HEAD /SILL — 1 L D.L OPG. f I I I I I F'f 1 I ' II II II li I1 / 1I u II II II II 1I 1 — r TI II 1 — 1 44 3/8" D.L. OPG. aa^ WINDOW WIDTH TYPICAL Fl FVATIOM FALSE MUNTINS ' (SURFACE AY BE USED LIED) THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr DRNUMAYoUN FARGa4 1.1408,I; CT 4iEVISED FIAS T . P C f IU RiE8S t s7 coraylyIqm with lce mama iffikiinB 0,4 C.A.N. 3538 • ahfY i) . )00{ as ERIES -1500 ALUMIN COMP - ANL \W03- FAX. (305) 593 -2074 v�< 4� 0 U B d 8 r3 vs 88 8= m u 3 0 drawing no. W03 -57 (heat 1'of 7 -1/8* ANN. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1 .1/8" ANN. GLASS + I _SILICONE DOW CORNING 795 ADHESIVE ''FOAM TAPE .090° INTERLAYER I- 'DUPONT SENTRYGLAS PLUS' \\I-3/16- ANN. GLASS \\I SILICONE [00W CORNING 795 ADHESIVE FOAM TAPE 3/16' HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' I -3/16° HEAT STREN'D. GLASS SIUCONE rDOW CORNING 795 3/16° ANN. GLASS .090° INTERLAYER i'DUPONT BUTACITE PVB' 1 r-3/18" 1 ANN. GLASS III _SIUCONE / DOW CORNING 795 ADHESIVE FOAM TAPE to GLASS TYPE '31' -3/16' HEAT STREN'D. GLASS .090° INTERLAYER �'DUPONT BUTACITE PVB' \ 1-3/16. HEAT STREN'D. GLASS SIUCONE DOW CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE 'C1' • DESIGN LOAD CAPACITY - PSF. WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'Jr & 'C GLASS TYPE 'A' GLASS TYPES 'B' & 111"C', MASS TYPES 'C1 & 'C2' GLASS TYPE 'A' GLASS TYPES '8' & 'BI' GLASS TYPES V. '31 & '32' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) M( +) 1NT.( -) EXT.( +) INT.( -) EXT.(+) 1NT.( -) EXT.( +) 1NT.( -) 19 -1/8° 26 -1/2' 37' 48' 53 -1/8" 26° 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 66.5 66.5 86.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 66.5 66.5 66.5 66.5 66.5 86.5 70.0 70.0 70.0 90.0 70.0 80.0 68.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 19 -1/6" 26 -1/2° 37" 48' 53 -1/8° 38 -3/8" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 65.2 65.2 65.2 65.2 65.2 85.2 70.0 70.0 70.0 90.0 70.0 70.0 80.0 46.7 46.7 46.7 48.7 46.7 46.7 68.1 68.1 70.0 90.0 80.0 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 19 -1 /8" 26 -1/2' 37' 48' 53 -1/8° 50 -5/8" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 46.7 46.7 48.7 48.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 - - 38.0 38.0 38.0 36.0 - - 70.0 90.0 70.0 80.0 - - 34.1 34.1 34.1 34.1 - - 68.4 85.3 68.4 75.9 19 -1 /8" 28 -1/2' 37° 48° 53-1/8" 58' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 65.2 65.2 85.2 85.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 46.7 46.7 46.7 48.7 46.7 48.7 88.1 68.1 70.0 90.0 70.0 80.0 - - 36.0 38.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 - - - - 32.5 32.5 - - - - 83.2 72.3 19 -1/8" 26 -1/2' 37' 48° 53-1/8' 83' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 Ii 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 - - 4.6.7 46.7 48.7 46.7 - - 70.0 90.0 70.0 80.0 - - - - 36.0 36.0 - - - - 70.0 80.0 - - - - 32.5 32.5 - - - - 63.2 72.3 19 -1/8' 26 -1/2° 37" 48' 53 -1/8' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 65.2 65.2 65.2 85.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 74 -1/4" - - 46.7 46.7 46.7 46.7 - - 70.0 90.0 70.0 80.0 - - - - 36.0 38.0 - - - - 70.0 80.0 - - - - 32.5 32.5 - - - - 63.2 72.3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). -5/32" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' -1/4° HEAT STREN'D. GLASS SILICONE DOW CORNING 795 m g ADHESIVE FOAM TAPE GLASS TYPE 'C2' W NOTE; W10711 ANO LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. PrioDUCT REVI68.O 3complylcg with the Floritf8 SkidLE! coo 11RXt's¢ttrc N, •;*, mireir o ; Product nj a. 0 0 10 8 '0 U O 0 5 S 0 17 8 S O 0 drawing no. W03 -57 (sheet 2 of 7 ) DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ( �9-21 ( COMP- ANL \W03 -57ESW WINDOW DIMS. TYPES 'A' & 'C' ANCHOR T ANCHOR TYPES 'B' & 'C' WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'B' & 'C' CLASS TYPE 'A' GLASS TYPES 'B' & '91' CLASS TYPES 'C', 'CI & '02' GLASS TYPE 'A' GLASS TYPES '8' & '81"C', GLASS TYPES 'CI' & '02' GLASS TYPE 'A' GLASS TYPES 'B' & 'BF GLASS TYPES '0', 'CI & 'C2' GLASS TYPE 'A' - GLASS TYPES 'B' & '131' GLASS TYPES 'C', '01 & '02'. cnalrvFCRa a YIWIJuG! UCYCLLJPMEN I' 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 284 -8100 FAIL (305)2628978 WIDTH HEIGHT EXT.(+) 1NT.( -) EXT.( +) 1NT.( -) EXT.(+) 1NT.( -) EXT.(+) INT.( -) EXT.(+) INT.( -) EXT.(+) '.1NT.( -) WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.(+) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1Nr.( -) EXT.(+) 1NT.( -) 18' 24" 30" 36" 42" 48" 54" 60" 38" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 18" 24° 30" 36" 108" 70.0 - 70.0 - 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 57.8 57.8 57.8 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.6 57.6 - - - - 70.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 80.0 18" 24" 30" 36° 124" 56.2 58.2 70.0 90.0 70.0 80.0 56.2 58.2 - 70.0 70.0 90.0 90.0 70.0 70.0 I 48.0 46.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - 48.0 48.0 48,0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.6 57.6 - - - 70.0 48.0 48.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 18' 24" 30" 36' 42" 48" 54" 60" 48* 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 W 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.8 57.8 57.8 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 L 4.8.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 4 iii it[ 41.1 41.1 41.1 41.1 41.1 41.1 60.0 80.0 70.0 90.0 70.0 80.0 - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 ' % %�� ILERIES -1500 ALUMINUM FIXED WINDOW (LM.L)lfl • E.S. WINDOWS 5220 N.W. 72 AVE. BAY #4 MIAMI. FL. 33166 ( TEL (305) 640 -9857 FAX. (305) 593 -2074 J - - 38.0 36.0 38.0 36.0 - - 70.0 90.0 70,0 80.0 38.0 38.0 38.0 36.0 - - 70.0 90.0 70.0 80.0 18" 24" 30' 36° 42" 48" 54' 60" 60" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 N01E: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 57.8 57.6 57.6 57.8 574 70.0 74.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 -_ - - -- VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. - - 41.1 41.1 41.1 41.1 - - 70.0 90.0 70.0 80.0 - - 38.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 - - - - 32.0 32.0 - - - - 62.2 71.1 - - - - 28.8 28.8 - - - - 56.0 64.0 18" 24" 30' 38" 42" 48" 54" 60" 72" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 574 57.6 57.8 57.6 57.6 64.2 64.2 70.0 90.0 70.0 80.0 - - 48.0 48.0 48.0 48.0 - - - 70.0 90.0 70.0 80.0 - - - - 41.1 41.1 - - - 70.0 80.0 - - - - 36.0 36.0 - - - - 70.0 80.0 o . 2 i . S F C - - - - 32.0 32.0 - - - - 62.2 71.1 - - - - 28.8 28.8 - - - - 58.0 64.0 18' 24" 30' 38" 42" 48" 84' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 _ 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 57.8 57.8 57.6 57.6 - - 70.0 90.0 70.0 80.0 - - - - - 48.0 48.0 - - - - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 - - - ' - 36.0 38.0 { - - - - 70.0 80.0 a 18" 24" 30' 36' 42" 48" 90" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 , 70.0 70.0 70,0 72.0 70.0 72.0 70.0 _ 70.0 70.0 90.0 70,0 80.0 43 0 .2 ,o D 0 8 Eo, 5 0 - - 57.8 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 `m c a m v - - - - 41.1 41.1 - - - - 70.0 80.0 _ ' n ,, 0 '. . 11 r '- '')'-} ° `° , s: a - - - - 38.0 36.0 - - - - 70.0 80.0 18" 24" 30" 36" 42' 98' 70.0 - 70.0 - 70.0 70.0 90.0 72.0 70.0 70.0 80.0 72.0 70.0 - 70.0 - 70.0 70.0 90.0 90.0 70.0 70.0 80.0 80.0 - Eni: DR. HL tAY°11W hOOQ STRUCTURCX RA. PE / 16557 CAN. 3538 r. --;" -" '..r-" � pi? 9 ItJJJ PRODUCT DEVISED atom 1 ' P ii, g with the mean 0.21e10,Ctwr. ^' y 19mati No /' " /"' • t+le - - 57.8 57.8 57.6 57.6 - - 70.0 90.0 70.0 80.0 - - - - - - - - 48.0 41.1 48.0 41.1 - - - - - - - - 70.0 70.0 80.0 80.0 atlas bate .Fb77Are +43 fly tL /. _ ∎�i, .;r 7 aPredme6 •,...,, - drawin no. 9 W03 -57 oe __ NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). (sheet 3of 7 1 TYPICAL ANCHORS-. SEE ELEV. FOR SPACING 18Y +- WOOD BUCK METAL STRUCTURE TYPICAL ANCHORS I SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING a 4 p .. a TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 3/16" TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'B'- 1/4" TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1114 SMS OR SELF DRILLING SCREW$ INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'C'- r'E10 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY = 1 -3/8" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUM COLOR SILICONE. Engr: DR. HUUAYOUN FAR000 STRUCTURES FL, PE 6 16557 C." N. 35.38 tukung l.PSGR a.awr Nn En1tq' '83662 03121 APW 4 9 zoo -J ERIES -1500 ALUMINUM FI 2 Vl .1 v� g r H 8 =_o m u o f C � drawing no.1 W03 -57J (sheet 4of 7 3 ITEM PART of QUANTTry DESCRIPTION MATERIAL MANF. /SUPPLIER/REMARKB 1 E55001 4 WINDOW FRAME 8063 -T5 - 2 ES2000 -8 OPTIONAL GLAZING STOP 8063 -76 - 3 E55002 4 FRAME COVER (OPTIONAL) 8083 -15 - 4 #8 X 1° AS REQD. ASSEMBLY SCREWS CRS - PH SMS 6 - 2/ LITE SETTING BLOCK NEOPRENE 7/16° X 3 /I8° X 3 -1/2° LONG 6 ES2000 -10 OPTIONAL GLAZING GASKET SOFT PVC - 7 ESI505 - FLUSH FRAME ADAPTER 6083 -75 OPTIONAL TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA _TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4' MAX. TYPICAL. ANCHORS3 SEE ELEV. FOR SPACING Eno D.R. RIJIAVOUN FAROOQ STRUCTURES FLA PE # 16557 CAN. 3538 PRODUCT REVISED as complying with the Fonts 1CCode Otle 1500 ALUMINUM Fl C 0 m 8 o v8E l0 a m ry n 0 0 drawing no. W03 -57 (sheet 5of 7 .621 2.330 1.134 — FRAME .500 .837 .062 b --I h-.147 GLAZING STOP (OPTIONAL) °I .733 !b- .577 .045 .8 .5.37 FRAME COVER (OPTIONAL) I .328 .543 �D .250 BULB VINYL (OPTIONAL) 2.190 .062 .770 .500 2.288 —w FLUSH FRAME ADAPTER 0.142 -� ALUM CORNER LOCK (6063 -T5) ALT. TYPICAL ANCHORS SEE ELEVS. FOR SPACING 7 `'TYPICAI. ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr. OR. HUMAYOUN FAR00O STRUCTURES PIA PE / 18557 CAN. 3538 : ".1ODUC1 HF.'DWI) us swnptyinR n it l the FSMide. GutJ1u4Cw:c Moeptesses No Date LIO 06 I g mp W V 06 a vg m Oaao va- c, - o8 y E } LL m IL W4/ 3 g Cfl w n N M s U zz 4 drawing no. W03 -57 (sheet 6 or Ts RECT. OR SQUARE WINDOWS a ALUM STRAP W/ (4) SCREWS - AT EACH STRAP '1 ALUM hA? SCREWS AT EACH LEG RECT. OR SQUARE WINDOWS ALUM STRAP W/ (4) SCREWS AT EACH STRAP TYPICAL CORNER DETAILS CIRCULAR WINDOWS Engl.: DR. HUMAYOUN FAROOQ PFifh UCT REVISED STRUCTURES n94uvapiying with the I!nrkI F-l.A PE # 1 557 Biddldt Code CAN. 'w J 0 8 J r—� SERIES -1500 O a 9 a e 0 't7 drawing no. W03 -57 sheet 7 of 7 MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.rniamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 4000 Aluminum Sliding Glass Door —LMI APPROVAL DOCUMENT: Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by A1- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exterior (positive) design pressure are limited to +70 PSF w / 2 -1/2" sill & +80 PSF w/ 3 -1/4" sill LABELING: Each unit 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 & renews NOA # 08- 0477.03 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 Page 1 x 0 s re S SERIES -4DOD ALUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. h rn 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 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 6" MAX. HEAD /SILL CORNERS Al 15" MAX. HEAD /SILL 192" MAX. DOOR WIDTH E:; CLUSTER OF ANCHORS AT HEAD /SILL (STILE LOCATIONS) SEE DETAIL ON SHEET .5 49 1/16' MAX. PANEL WIDTH rt 43 11/16" MAX D.L. OPC. 49 5/16" MAX. PANEL WIDTH IYPICAL ELEVATION TESTED UNIT I(DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS.I 1- PRODUCT RENEWED se emptying with the Florida MEER Code Ateepteece tl a dt Date ei2I d? .a % 81 t 20 Li Ry k.i `. t—i 1p vI mi.mi Dade Product Coatis.* dJkSsiou Engr: DR. HUMAYOI.N FARGOO STRL,CTURi S FLA. FE k 16557 C.A.N. 3536 ''�'N302009 0 0 0 V [5 SERIES -4000 ALUM SUDI FAX. (305) 249 -0842 ro 9 0 S B X x 2 drawing no. W03 -100 sheet 1 of $ ; -- -3/16" H.S. GLASS .090" 1NTERLAYER ( 'DUPONT SENTRYCLAS PLUS' 3/16" H.S. GLASS _ SILICONE DOW CORNING 795 GLASS TYPE 'A' 3/16° H.S. GLASS .090" INTERLAYER ^'DUPONT BUTACITE PVB' E3 /16" H.S. GLASS SILICONE f I rDOW CORNING 795 %1 + GLASS TYPE 'H' 1 5/32" HEAT STREN'D GLASS .090" INTERLAYER 1 'DUPONT BUTACITE PVB• [1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 795 GLASS TYPE '0' SEE SHEET 3 FOR XO OR XX 000RS WITH HEAVY REINFORCING DESIGN LOAD CAPACITY - PSF (ALL CONFIGURATIONS SHOWN ON THIS SHEET) GLASS TYPES 'A', 'B' OR 'C' PANE WIDTH ODOR HEIGHT NO REINFOR•G MEDIUM REINFOR'G HEAVY REINF'G INCHES INCHES EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( - ) 30 70.0 80.0 70.0 80.0 70.0 80.0 • 36 70.0 80.0 70.0 80.0 70.0 80.0 42 80 - - 70.0 I 90.0 70.0 80.0 48 - - - - 70.0 80.0 54 - - - - 70.0 80.0 30 - - 70.0 80.0 70.0 80.0 36 - - 70.0 80.0 70.0 : 80.0 42 96 - - - - 70.0 80.0 48 - - - - 70.0 80.0 I o- 1 XO (SHOWN) OX XX OXO (SHOWN) XXX XXX (SHOWN) OXXO APPROVED CONFIGURATION$ XOXXOX (SHOWN) XXXO(SHOWN) XXXX USE SCHEDULE 'A' (SHEET 3) FOR ANCHORS ON ALL SIZES THIS CHART. PRODUCT RENEWED as emptying with the Florida Bidding Code Acceptance No o9 -220 •f EYpirsdon Data M 42 / j! 20 /Cf BrHd1doih,t�� AtlanilDade aM Division NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Enyr. 04. HUMAYOUN FAR000 STRUCTURES FLA. PE { 16537 C.A.N. 3538 JAN 3 0 2009 re tJ (SERIES -4000 ALUM SUDIN o)r o I S 0 $.�. - .- drawing n0. W03 -1001 sheet 2 of 8) o- eo XXXO(SHOWN) XXXX USE SCHEDULE 'A' (SHEET 3) FOR ANCHORS ON ALL SIZES THIS CHART. PRODUCT RENEWED as emptying with the Florida Bidding Code Acceptance No o9 -220 •f EYpirsdon Data M 42 / j! 20 /Cf BrHd1doih,t�� AtlanilDade aM Division NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Enyr. 04. HUMAYOUN FAR000 STRUCTURES FLA. PE { 16537 C.A.N. 3538 JAN 3 0 2009 re tJ (SERIES -4000 ALUM SUDIN o)r o I S 0 $.�. - .- drawing n0. W03 -1001 sheet 2 of 8) 6" MAX. TYP. HEAD /SILL CORNERS DOOR HEIGHT O 0 72° DOOR WIDTH lei _CLUSTER OF ANCHORS SEE OETAIL BELOW 31 3/8" O.L. OPG. 37" PANEL WIDTH 15° MAX TYP. HEAD /SILL 1 4n 31 3/8" D.L. OPG. 37" PANEL WIDTH TYPICAL ELEVATION OX APPROVED CONFIGURATION$ W 0 SEE SHEET 2 FOR DOORS WITH MEDIUM OR NO REINFORCING DESIGN LOAD CAPACITY - PSF (08 OR 80 ONLY) GLASS TYPES 'A' OR 'R' SUBSTRATE HEAVY REINF'G (SEE DETAIL SHEET 5) PANEL WIDTH W000 SCHED 112 'A' SCHEDULE '6' NOMINAL DOOR HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) INCHES INCHES 30 1/4" ANCHORS 80.0 103.0 80.0 103.0 36 80.0 103.0 80.0 103.0 42 80 80.0 103.0 80.0 103.0 45 80.0 103.0 80.0 103.0 30 96 80.0 103.0 80.0 103.0 36 80.0 99.9 80.0 103.0 30 100 80.0 103.0 80.0 103.0 36 80.0 95.0 80.0 103.0 THE SHOWN EXT. (4) LOADS REQUIRE 3 -1/4" SILL HEIGHT (OTL. 81 ON SHEET 4). REDUCE EXT. ( +) LOAD CAPACITY TO +70.0 PSF IF 2-1/2° SILL HEIGHT IS USED INT. ( -) LOADS REMAIN UNCHANGED. ANCHOR CHART SUBSTRATE SCHEDULE 'A' SCHEDULE '6' W000 HEAD SILL JAMB 1/4° ANCHORS 1/4" ANCHORS 5/16" ANCHORS 1/4" ANCHORS 1/4" ANCHORS 1/4" ANCHORS CONCRETE HEAD - "- SILL 1/4" ANCHORS 5/16" ANCHORS 1/4" ANCHORS 1/4" ANCHORS BLOCK JAMB 1/4" ANCHORS 1/4" ANCHORS NOTE: ALL CUP ANCHORS = 1/4" OIA. (ITEM #10) MULLION ANCHORS = #12 .SMS (NO SHIM SPACE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 '(3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-2 1 9 MoDtleT RENEWED ....._8110013ibing with the 1orripda exputtolea "°eo��BLSIgr 1 t • :� ntid', Division 6" RETAINING CUP AT HEAD & SILL 2" 1 1/2 7° DETAIL CLUSTER OF ANCHORS AT STILE END Eng,. 08. HLMAYOUN rAR000 STRUCTURES FLA. PE • 10557 CAN. 3538 JAN 3 0 2009 g 0• a S c Fe L FAX. (305) 249 o5 mG V 6 D 0 n .1 o I I - o r \ x u drawing no. �W03 -100j {sheet 3 of 8'i TYPICAL ANCHORS IN PAIRS 1/4" ANCHORS USE SCH. 'A' \'\SEE 516" ELEV. FOR SPACING '8' 1 as TYPICAL ANCHORS 1 /4" DIA. 3 PER CUP EXTERIOR SCREENS OPTIONAL a W3 a TYPICAL ANCHORS 1/4" DIA. JJ 3 PER CUP �n I I 11111hk W1 TYPICAL ANCHORS IN PAIRS 1/4" DAL SEE ELEV. FOR SPACING LO a HIGH NOT MUST TRANSFER SHEAR TYPICAL ANCHORS 3 PER CUP TYPICAL ANCHORS 3 PER CUP I, . TYPICAL ANCHORS IN P8165 1/4" DIA. USE SCH. 'A' /'1 5/16" DIA. USE SCH. '6' \ SE,E ELEY. FOR SPACING 1i, n I11 `i a V TYPICAL ANCHORS #12 SMS OR_ GRADE 5 SOS 3 PER CUP TYPICAL ANCHORS 1/4" TEKS OR GRADE 5 SOS\ 3 PER CLIP +. MIAMI -DADE COUNTY APPR'0 MULLION STEEL > 1/8" THK. MIN. ALUMINUM > 1 /8" THK. MIN (6063 -T5) SEE SEPARATE NOA TYPICAL ANCHORS W PAIRS #12 SMS OR GRADE 5 SOS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 1/4" TEKS OR GRADE 5 SDS EE ELEV. FOR SPACING METAL STRUCTURES L•1■•• 11121M1111•1.1.11MIONM■' "kJ '.. IC..\ W000 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" OR 5/18" DIA, ULTRACONS BY 'ELCO' (Fu -177 KSI, Fy =155 KS1) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) 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) Al2 SMS OR SELF DRILLING SCREW$ INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ") (NO SHIM SPACE) MIN. EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = SEE DETAIL (A) INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. MASONRY f'm = 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. TYPICAL ANCHORS IN PAIRS 1/4' DIA. SEE ELEV. FOR SPACING WEEPHOLES: WI = 1 -3/4" WEEP NOTCH AT EACH END W2 = 3/4" WEEP NOTCH AT EACH END W3 = 3" X 1/4" WEEP HOLES AT 2" FROM EACH END PRODUCT RENEWED as complying with the Florida Omlding Cade Acceptance No el -.eV XJ • d� % Expiration Rate By t 4 J_ maul On 1 h4sian Engr. OR. I- WHAM/4 F41000 STRUCTURES FLA. PE S 16557 CAN. 5538 -°'`", AN 3 0 2409 2BY - WOOD BUCK ',FIX. PANEL ON / OUTSIDE TRACK 1/4" MAX. SHIM 19) #10 X 1/2" PH SMS r 2/ CLIP OPTIONAL (D; • PANEL WIDTH O.L. OPG. (25) TYPICAL ANCHORS IN PAIRS 1 /4" DIA. SEE ELEV. FOR SPACING 1 1/4° SHI MAX. O U SCREEN OPTL.-- - INTERLOCK STILES ASTRAGAL STILE 1 TYPICAL ANCHORS IN PAIRS !-114" DIA. SEE ELEV. FOR SPACING METAL FIX. PANEL ON ` {{STRUCTURES C�INSIDE TRACK 1/4" MAX. SHIM EXTERIOR DOOR WIDTH HEAVY REINFORCING AT INTERLOCK & ASTRAGAL STII"ES 0 i 1/4" MAX. SHIM TYPICAL ANCHORS W PAIRS 1/4" DIA. SEE ELEV. FOR SPACING e PRODUCT RENEWED NS complying with the MIbrW* guiding Code Acceptance No 4 ,.07 Essmtion Dam BY Dirldon 1� I__ 1 /4* DIA. TYPICAL ANCHORS IN PAIRS -1/4" DIA. SEE ELEV. FOR SPACING DOOR WIDTH Env: OR. HUMArt`IUN4 4 )fi STRUCTURES FLA. PE S 18557 C.A.N. 3538 JAIL 3 0 2009 8 4i drowing no. LW03 -100 isheet 5 of 51 ASTRAGAL STILE IICJC SCREEN OPTLr - - -7 NIZDIUM REINFORCING AT EXT. INTERLOCK & ASTRAGAL STILES l_! (E) c7t� ItS 23 SCREEN OPTLr -__J NO REINFORCING ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 2 2A 3 4 ES- 4001 -1 ES- 4002 -I 1 1 FRAME HEAD 6063 -T6 - STD. FRAME SILL 6063 -16 6063 -T6 6063 -T6 6063 -15 6063 -15 6063 -T5 6063 -15 - - - ES- 4003 -1 ES- 4004 -1 1 1 2/ PANEL AS REVD. HI -RISE FRAME SILL 'FRAME JAMB - - - - .TOP AND BOTTOM RAIL !LOCK STILE 5 6 ES- 4005 -1 £S- 4006 -1 AS REGD. ,INTERLOCK 7 8 ES- 4007 -1 AS REQD. FEMALE ASTRAGAL - E5 -4008 AS REQD. .TOP & BOTTOM RAIL STIFFENER 2/ PANEL PANEL GUIDE (TOP ONLY) 6063 -T6 CELCON - NOT SHOWN 9 - — 10 ES -4009 - -- - -- - -- E5 -4010 2/ PANEL RETAINER CUP, 6" LONG 6063 -T6 - - - 13 ES -4013 ES -4014 AS RE0D. GLAZING WEDGE 14 AS REQD. BOTTOM RAIL CLASS STOP NEOPRENE - 14A ES -4019 AS RE00. AS RE00. SILICONE STOP NEOPRENE - 15 16 W23241NK STILE & JAM8 W'STRIPPING - GLASS PANELS, ULTRAFAB GLASS PANELS, ULTRAFAB 0266470K AS RE00. TOP RAIL WSTRIPPING - 17 ES -4015 AS 9500. , BOTTOM RAIL W'STRIPPING VINYL GLASS PANELS 19 19A ®10X1 -1/4" PH SMS 8/ PANEL PANEL ASSY SCREWS - GLASS PANELS - #10X1" FH SMS 2/ CORNER FRAME ASSY SCREWS - 20 TA -35 -1935 -4281 2/ MOV. PANEL GLASS PANEL ROLLER ASSY. 5T. STEEL 1 -1/4" 0.D. WHEELS 21 #1051 -1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS - GLASS PANELS ONLY 23 2300 -TOSS 1/ MOV. PANEL MORTISE LOCK SL STEEL - 24 - 2/ LOCK LOCK INSTALLATION SCREW - #6 -32 X 1/2" FH MS, ST. STEEL 25 28 537 1/ LOCK LOCK STRIKE PLATE PLATED STEEL - #10 PH SMS 2/ LOCK STRIKE PLATE MOUNT. SCREW - NOT SHOWN 27 #623Z 1/ LOCK INTERIOR AND EXTERIOR PULL - (3) #6 -32 X 1/2" FH MS, ST. STEEL 28 554028 AS REQD. SILL RISER 6063 -T5 - 29 ES -4017 2/ PANEL FIXED PANEL CUP (OUTSIDE PANEL) 6063 -T'5 - 29A ES -4020 2/ PANEL FIXED PANEL CUP (INSIDE PANEL) 6063 -15 FOR 050 DOORS 30 31 #1091/2" PH SMS 2/ CUP FIXED PANEL CLIP FASTENER - - - AS REQD. 1/4" X 1 -1/2" REINFORCING BAR STEEL - 32 - AS REQD. 1/2" X 1 -1/2" REINFORCING BAR STEEL - 33 P38024FH AS RE00. 3" LONG SELF ADHESIVE PILE PAD WOOL AT HEAD AND SILL 34 - 2/ SIDE BUMPON NEOPRENE - Engr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 36557 C.A.N. 3538 JAr1 3 0 2009 PRODUCT RENEWED as comp plying with the Florida ducat o aaJp.o7 EspirationDrtgnZ /y Hy C ct 4 *Muni DadePractontrot �. Dh 31013 ce cr. S N in Y z dm g w cnd(.0m ^ M 0 o Z J 3 Z 4 I W : N J IA EE IWNmr NO CHANGE 7M5 SN 0 n 0 1drawing no. W03 -100 of $ II #10 SMS 2 PER LEG 0 x It FkX. PANEL CLIP .x-3/4" X 2° X .090' ALUM ANGLE FIX. PANEL CLIP - 3 /a° X 2" X .090° ALUM ANGLE 010 SMS 2 PER LEG NOTE: USE INTERLOCK Sc ASTRAGAL REINFORCING AS PER TABLE ON SHEETS 2 & 3 FIX. PANEL CLIP - 3/40 X 2" X .090° ALUM ANGLE 010 SMS 2 PER LEG XOXXOX CONFIGURATION PRODUCT RENEWED as complying with t!e Florida Bolding Code 4ccephcce Nun,^ avo 07 ESpi s m D fe 4; lt. J/ n r: OR. NUMAyCUN FARCOA STRUCTURES FLA. PE t 1855? C.A.N. 3538 JAN 3 0 2009 Z co 01- $ Q E rA COI g W el OAS a °IWCI a' • 0 N aW�.m 0 0 W w COMP-ANL \ W03- FAX. (305) 249-0842 A } 1 a o S h I drawing n0. W03 - sheet 7 of 100 81 4.249 .062 .870 1.530 1.812 -. 969 - - - -- 4.311..... FRAME HEAD 1.250 1.124 2.000 _.062 .990 2.875- - LOCK STILE 1.317 Le J RAIL STIFFENER 2.499 (4s1 PANEL TOP /BOTTOM RAIL 3 560 C'_1 FRAME JAMB 2.750 1.875 — 062 1.687 .9 .812 INTERLOCK STILE .990 1 L .125-r STEEL CHANNEL. ASTRAGAL REINFORCING 1.499 - 1 1.812 .907 4.249 FRAME SILL , 2.500 STD. 3.500 HI -RISE —1.812 - ASTRAGAL STILE 250 500 1.500 .500 INTERLOCK REINFORCINGS .570 L .667 I Y .094 b-- 1.385-1 '29 OUTSIDE PANEL FIXED PANEL CUP 6 INSIDE PANEL FIXED PANEL CLIP 4 SILL RISER t10� RETAINER CLIP .050 2.246 SCREEN TOP /BOTTOM RAIL SCREEN STILE PANEL CORNER ,\I FRAME TOP CORNER PRODUCT RENEWED itheastpbing with the Florida Wang Code Utopian .0244 Emigration Da et 8i t G.a�i Ceetne Ethrteinn FRAME BOTTOM CORNER Env: 0!4. 4U44AYOUN FAR000 STRJCTURES FLA. PE ® 1 6557 11..4.11. 3538 JAN 307.009 i COMP -ANL \W FAX. (305) 249 -0842 12 ,0 a n rc r 9 a N 'p 0 2 O tl g - a 5 �drawing no. wo3— 1 oo (sheet 8 of 8 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, LLC 10653 N.E. Quaybridge Court Miami, Fl. 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami –Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami –Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami –Dade County Product Control Division (In Miami –Dade County) and/or the AHJ (in areas other than Miami –Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami –Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3000" 8'0" Outswing Aluminum French Doors w/ wo Sidelites – L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -51, titled "Series -3000 Alum Outswing French Doors (LMI) ", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by Al– Farooq Corporation, signed and sealed by Arshad Viqar, P. E., bearing the Miami –Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami –Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami –Dade County Product Control Approved ", unless otherwise noted herein. 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 renews NOA No. 07- 0828.09 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov/buildingcode NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 Page 1 ADDL. ANCHORS REGD. • INTO OR THRU w000 BUCK 144" FRAME WIDTH MIALLAIIVN UNLT 6" MAX. TYP. -,... . 34 5/8- 68 3/4- 34 5/5- - HEAD & SILL ',... •••••• FRAME I-4EAD & SILL FR. HEAD & SILL 12" SURF MAY I HEAD/SILL CORNERS I. A ) - . .. 1 I 11 1 II, C ) 1 MAX. 1 ■••. ....,, I-1-41-- -1-*LJ,- 1 1 . -1. ...1- _ - 1 / (6) / ■ I ' , TV • I V: I -: I I / _ - / ----I-7:77- • • II I .•TV . \ ..._.., 1 \ // / _ • i / X 1-.1 i H I i H 1- - 1 1 • \._ ! NI , / :K• 2, ci 6 ci si 1 / 1 - 1 - i \ , I \ \ ../ , \ I I ■ Y 30 1/4" 1 26 1/16° 12 1 30 1/4" i lo --,- D.L. OPG. 34 1/4" D.L. OPG. 34 11/16" , j MAX. D.L. OPG. 34 1/4" 0 XX 0 SERIES-3000 ALUM OUTSWING FRENCH DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. ADDL. ANCHORS REOD. INTO OR THRU WOOD EIUCK INSTALLATIONS ONLY CE APPLIED MUNTINS E USED z 6" MAX. TYP. HEAG/S11 CORNERS 71 3/4" FRAME WIDTH 68 3/4" FRAME HEAD & SILL 12" rMAil 1- LEAF HEIGHT it' ± EQUAL _.. t EQUAL 12" .. / ■ . .. ., II ' II , /II • i 1 - -1,k- - - - — II / I 1 . 1, . 1 - -- - \ - ----1-1------.---- \ I I \II __., ..,, 7:1.„.... „..,..,.., ii \ -- 11 1,) ■■• f> / ---S '—' ( J I--- \ I -: I I / _ - / ----I-7:77- • 1 TYPICAL ELEVAT1ON$ TESTED UNITS 26 1/16" D.L. 12" 18 NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. Eng, APSHAD VICAR CrAL FLA PE 1 38863 3538 AUG A 4 a09 PkODUCT ra 0411017;in.; veldt tine Florida Uuiikot COO C-I Expii lo By Miami Division z q th4 i~" z • CD (n -Ce N ul 2 ■L' FAX. (305) 624 -7777 2 8 8 8 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITHOUT SIDELITES CLASS TYPE 'A', 'B', 'C' OR '0' MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN BELOW OR SMALLER) - 80.0 PSF FRAME WIDTH (a-23 (X ) FRAME WIDTH / () I \ HEIGHTS: DAYLITE OPG. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD ' HI- PROFILE BOTTOM RAIL BOTTOM RAIL 6/8 79 -3/4" 77 -1/4' 69 -1/18" 65 -5/18" 8/0 95 -3/4" 93 -1/4' 85 -1 /16" 81 -5/16" WIDTHS: NOMINAL WIDTH FRAME WIDTH 1 LEAF WIDTH DAYLITE OPG. 2/6 (X) 31 -1/2° 28- 11/16" 20 -1/16' 3/0 (X) 37 -1/2" 34- 11/16" 26 -1/18' 5/0 (XX) 59 -3/4" 28- 11/16" 20 -1/18 8/0 (XX) 71 -3/4" 34- 11/16' 26 -1 /16" (0) DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WIDTH FRAME HEIGHT GLASS TYPE 'A', 'H'. 'C' OR 'D' INCHES FT. /IN. EXT. ( +) NT. ( -) 36 8/0 70.0 80.0 39 7/0 70.0 80.0 - -- 42 6/8 70.0 80.0 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SID£UTES SIDELITE WIDTH INCHES FRAME HEIGHT FT. /IN. CLASS TYPE 'A', '8', 'C' OR 'D' I/NREINFORCED MULLION REINFORCED MULLION EXT. ( +) 1 INT. ( -) EXT. ( +) 1 NT. ( -) 24 70.0 I 80.0 70.0 60.0 27 70.0 j 80.0 70.0 80.0 30 70.0 80.0 70.0 80.0 33 6/8 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 39 70.0 80.0 70.0 80.0 42 70.0 80.0 70.0 80.0 24 70.0 80.0 70.0 80.0 27 70.0 80.0 80.0 30 7/0 70.0 - 80.0 70.0 80.0 33 / 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 - 80.0 39 70.0 80.0 70.0 80.0 18 70.0 78.9 70.0 80.0 21 70.0 74.8 70.0 80.0 24 70.0 71.1 70.0 80.0 27 8/0 67.9 67.9 70.0 80.0 30 65.0 65.0 70.0 80.0 33 62.4 62.4 70.0 78.9 36 60.1 60.1 70.0 76.0 NOTE: FOR DOORS WITH SIDELITES USE SIDELITE RATING TO QUALIFY DOOR & SIDELITES. OVERALL UNIT WIDTH (OUW) FRAME HEIGHT (E SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. UNREINFORCED MULLION REINFORCED MULLION ( XO ) ( 08 ) -,. SIDELITE WIDTH DOOR WIDTH OVERALL UNIT WIDTH (OUW) SIDELITE WIDTH = OUW -- DOOR WIDTH ( XXO) (0X0) ;cl r7-1 l,0 1711\ ,,,,,, r ,, , 6 \ \ \ o \ mm „II a / / t / 4 -,. SIDELITE WIDTH DOOR WIDTH OVERALL UNIT WIDTH (OUW) SIDELITE WIDTH = OUW -- DOOR WIDTH ( XXO) (0X0) ;cl r7-1 l,0 - ,,,,,, , , \ . 0 \ \ \ \ , / J / / ( oxxo ) 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. ARSHAO 910AR CIVIL FLA. PE # 38863 CAN. 3538 AUG 14NO 2R(10UCT 1 ?FAtP:'.VUI) 080M'V ,,i ;i1 Cut Florida pukusc accc,E1_,o.DlvO "dkAt. Expir BY t.:..�.ii.�. Miami Divisam ado Product Conlin '1¢ fl[SERlES -3000 ALUM OUTWIN FAX. (305) 624 -77 N O n 3 `ua ri aj d 8 0 O o :r c: „ 0, N3 8 .-J 1.:.. drawing no. W04 -51 j (sheet 2 o 7 ) FRAME HEIGHT TYPICAL ANCHORS_ SEE ELEV. FOR SPACING 1BY WOOD BUCK METAL ,STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/4" MIN. THROW BOLT PENETRATION TRIM LEAF HEIGHT FRAME HEIGHT 1/2" MIN. THROW BOLT PENETRATION INTO SILL 3/16' X 1 -1/2" WEEP SLOT -� I /SILL AT SIDELITES `TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNITS 3/16" X 1 -1/2 ' - " o WEEP SLOT J " �� .`_ TYPICAL ANCHORS 2/ SILL AT XX 000RS SE`s ELEV. FOR SPACING 1/ SILL AT X DOORS OPERABLE UNITS Q HI— PROFILE BOTTOM RAIL APPLICABLE TO STATIONARY AN() OPERABLE UNITS Erngr: ARSHAD VIDAR CIVIL FLA. PEI 38863 C.A.N. 3538 AUG 1 4 2110`3 PTTOCtICT RE' EW'EI) ns r.;sriviag. ci4:thd Florida Ga:;.9 mac: Acu.ntrrce td, a.*''ei ✓r" ITy Miami fJivi;ion de Product Coat z A 0 l: i sr CA" 3k g r m 8 z a .5 z 0 5 5 cs drawing no. W04-51 sheet 3 o 7 TYPICAL ANCHORS VSEE ELEV. FOR SPACING - -3/16" H.S. GLASS \ \ \\ T_.090" INTERLAYER \ 'DUPONT SENTRYGLAS PLUS' \ 3/16" H.S. GLASS 1 SILICONE i DOW CORNING 795 GLASS TYPE 'A' 28Y W000 BUCK '',WWOOD,STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING — 3/16" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 3/16" H.S. GLASS SILICONE DOW CORNING 795 1/8" H.S. GLASS .090" INTERLAYER V'DUPONT BUTACITE PVB' 1/8" H.S. CLASS MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS 1\ SEE ELEV. FOR SPACING .-1/8" H.S. CLASS .090" INTERLAYER C 'DUPONT BUTACITE PVB' C5/32" H.S. GLASS SILICONE SIUCONE DOW CORNING 795 'DOW CORNING 795 GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS 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" DIA. ULTRACON BY 'ELCO' (Fu =177 K51, Fy =155 K51) 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 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 cRs) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -1-5 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. CONCRETE f'c m 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK Fm 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. Enq.': AR5HA0 NQAR CML FAA PE # 38863 C.A.N. 3538 AUG 4 Hain rRODUCT P.N '.1>WL'D as romp lyi:;,; is it ?I the Florida B:alWit Cr 1- Acotp,..1_1. :.s No �• -3 •- "571^1., QY / 411/ �..:. Mi= "►adeProductCentro 16,ieFf- FAX. (305) 624 -7777 dp ° ° 17 Edrawing no. W04 -51 sheet 4 of 7 1/4" MAX. SHIM 910 X 3/4" SMS 48 6" FROM ENDS & 14" 0.C. MAX. REINFORCED MULLION SEE CHART ON 51-IT. 2 INTERIOR EXPOSED FLUSH BOLTS (lj AT 10" FROM EACH END (G1 26) ACTIVE LEAF CONCEALED FLUSH BOLTS AT 10" FROM EACH END IN- ACTIVE LEAF (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DUWNG PERIODS OF HURRICANE WARNING) 1 LJ 0.1. OPG. LEAF WIDTH ITYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING SHIM SI (5 '•; UNREINFORCEO MULLION .,_J SEE CHART ON SHT. 2 FRAME WIDTH EXTERIOR .96" X 2" X .96" X 1/8" ( OXXO ) FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TRIM FAX. (305) 624 -7777 MULLION REINFORCING CHANNEL .86" X 2" x .96" X 1/8" FULL LENGTH (STEEL TO BE PAINTED OR PLATED) W000 8UCAC rc 000 STRUCTURE D.L. OPG. LEAF WIDTH FRAME WIDTH EXTERIOR ( X ) / METAL STRUCTURE ACTIVE LEAF 0 \L REINFORCED MULLION \_J SEE CHART ON SHT. 2 Engr ARSHAO MOM CIV0. FI.A. PE 9 39663 C.A.N. w') 3538 " Y 1U6 PRODUCT F$ NEwEI) ¢. cor.:_ ?yi:^ with the Florida RuiiAL'S' Cct:_ 5, `d c Acti.-44.1.C: d No r -ilk: e- / ["awing no. W04 -51 of 4 By /..d Miami ►ado Product Coat+ sheet 5 of 7 J 4.000 = - .3611 -g ITEM @' PART @ QUANTITY DESCRIPTION MATERIAL ANF. /SUPPLIER /REMARKS 1 500 �- (b- 1.779 --• 2250 E53001 -I 1 FRAME HEAD 6063 -16 6063 -T6 - 2 553001 -2 2 DOOR FRAME JAMB - AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 67 AVE MIAMI, FLORIDA 33174 TEL. (305) 264-8100 ___ _ FAX_ (306) 262 -6978 3 ES3002 -1 1 DOOR FRAME SILL 6063 -15 6063 -T6 _ .225 .105 I a1 ( ; WEDGE GASKET :,c I:1) 4 I ES3003 -1 AS REOD. SIDEUTE ADAPTER 5 +_ E53004 AS READ. SHEAR PLATE 0 ANCHOR LOCATAONS 6063 -T6 3" LONG a; 078 I I e III ---'. 6 ES3005- 1 2/ LEAF TOP AND BOTTOM RAIL 6063 -15 - E53024 ES3006 -1 2/ LEAF 1/ LEAF HI- PROFILE BOTTOM RAIL DOOR LEAF JAMB - HINGE SIDE DOOR LEAF - LOCK SIDE DOOR LEAF - KEEPER SIDE SIDEUTE STILE 8063 -15 6063 -15 6063 -16 6063 -T6 6063 -T5 °- - 2.016 �- FRAME HEAD /JAMB _ 2.125 -"-'1 0.375 , + 6A 7 8 9 10 - ES3007 -1 1/ LEAF 1/ LEAF AS REOD. - 3.350 _ f .078 t E53007 -2 553008 -1 - .388 id; WEATHERSTRIP - 1.608 n tf b 1.500 d ADAPTER `I" .688 - 0.312 f 11 TI/ .395 I it ,44-,--- 2.674 - --1 SHEAR PLATE 11 FB -1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULUVAN & ASSOCIATES 12 Fe- 1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULUVAN & ASSOCIATES _I 13 553011 AS READ. JAMB TRIM 6063 -T5 OPTIONAL .688 -2.125 14 553012 1 SILL COVER 6063 -T6 - 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -T5 - p- 1,750- ---1 7 000T 8 � 16 553014 -1 4/ PANEL PANEL CLAMP 6063 -T6 - -2_-_-- ' -- -� .0 0 I 1 1 17 ES3003 -3 3/ OPER. LEAF HINGE ASSEM8LY 6063 -T6 - SERIES -300D ALUM OUTSWING FRENCH DOOR (L.M.I.) J E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 4.000 ,6) 19 - - DOOR LOCK (SAVANNAH 201SL) - YALE .800 (.3.,i JAMB TRIM 852 (OPTIONAL) .045 - 2.000 20 - - DEAD BOLT LOCK (PREMIER) - YALE - - .078 3.500 S90 21 W22321 NG AS READ. FIN -SEAL PILE W'STRIPPING - ULTRAFAB 2.000 Q 22 ES3020 - AS 8500. I 1/ HINGE BULB WEATHERSTRIPPING HINGE REINFORCING BAR . VINYL AT SIOEUTE PANELS 23 ALUMINUM 1 -1/4 "X1/8 "X4 -1/4" LONG 24 25 26 - AS MD. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7 -7/8" LONG (+� 3.375 2/ LEAF 3/8' DA THREADED ROD W/ NUTS STEEL .913 TOP /BOTTOM RAIL -. 250 PANEL 1.112 -.- �T� 1.531 0 CLAMP ��1 0 0 - AS RE00. FRAME ASSY. SCREWS - A36 STEEL #10 PAN HEAD SMS 27 28 - ' AS READ. MULLION REINFORCING CHANNEL - 564014 AS READ. BOTTOM RAIL GLASS STOP NEOPRENE NEOPRENE SILICONE L - 29 30 E54019 AS RE00. AS RE00. PANEL SILICONE STOP - 3/8" DIA. X 1/8" HT. BUMPER FRANK LOWE RUBBER CO. (3 0 0 0 I U .490 -4- 563 -N 1.145 °- -2.163 .078 1.5II00 31 ES4013 AS REDD. WEDGE GASKET 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6083 -15 - 33 34 - 2/ BKT. BRACKET INSTALLATION SCREWS - 110 X 1" FH SMS (7) 3 PIECE HINGE 0/1.014 , AS REQD. DOOR PANEL W'STRIPPING - SCHLEGEL < }1 revisions: ___ ) description NO Ci-MNGE THUS SHEET NO CHANGE THIS Sr,EET REV. PER BCCO COMMENTS GLASS 'O' &_8071 RAIL RDDED E1 rI r .4- 2000 -o. .913 �- 3 � i l .125 -, (2 7 REINF. .960 r .590 -"- 4.000 FRAME SILL 1.750 le .621 7.250 .078 2.000 MULLION CHANNEL .913 1 7.750 .06211 (141 1.145 Li 475 094 !10 SIDE LITE STILE .a �� 1 -� .927 4�- SILL COVER 43 S40 o ° A 6' m 1> 4.625 °c a m Q 0 I� , o o r ° : - -; . o _ �J - 2.674 --° �j _. .094 .913 4.000 1. (84 Eng, ARS'11A0 VIQAR CIVIL F CAN. 3538 83 r AUG G 1 4 20(J °� PRODUCT RENEWED P c�u;v sy." t.:r•.•.f:thtFlorida •_'i1 .� 1'" o - i �� k:cp::ss5:a:1IJ4:u 1- 1t1zor4:. By i -.r.._ -. Nu 1D apt �rAnv�t DIv1z:0R r .590 1.750 ! 6 P 1.750 .590 .078 ) 395 Y l i T .750 ;81 (9) LOCK k -- 4.000....... - - --�1 STILE /KEEPER STILE drawing no. W04 -51 -�'ll i- sat HI- PROFILE 084 I,- -7- HINGE STILE .913 " 3.350 �s) SIDELITE ADAPTER II -- 1.750 --�I BOTTOM RAIL (sheet 6 of 7 83N800 W01108 3WV83 83N800 3V31 8000 83N800 801 3WVa3 co 0 4,• 1 I 1 „91 by: I oy: Scale: 1. HAW() 1. no date by :description 1 NO CHANGE THIS SH-EFI A 08.06.04 8 06.01.06 NO CHANCE THIS 24E1 C 08.17.07 , 40 CHANCE THTS S2-EE7 I 1No 6-uic.E SERIES-3000 ALUM OUTSWING FRENCH DOOR (L.M.I.) 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624-7775 FAX. (305) 624-7777 JI E.S. WINDOWS, LLC AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33124 TEL (305) 264-8100 FAX. (305) 262-6975 a f COMP-ANL\W04-51 ES!. • 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) 375 -2908 www.buildingcodeonline.com Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath Falls, OR 97601 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: Series "6' -8" & 8' -0"" Single Outswing opaque Insulated Steel Doors APPROVAL DOCUMENT: Drawing No "DC9970 ", titled "6' -8" & 8'-0 Single outswing Opaque Steel Edge ", sheets 1 through 5 of 5, dated 12 -07 -07 and last revised on 02- 05 -08, prepared by the manufacturer, signed and sealed by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1.Units are not rated where water infiltration is needed, unless complies with exceptions per FBC. 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 renews NOA # 02- 1211.13 and consists of this page 1 and evidence page, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 08- 0208.07 Expiration Date: February 11, 2013 Approval Date: March 20, 2008 Page I JELL VEN© Steel 6'4" & 8' .0" SINGLE OUTSWING OPAQUE STEEL EDGE IMPACT STEEL DOOR IN WOOD FRAME GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA 2004 BUILDING CODES (W/2005, 2006 SUPPLEMEMTS) AND "HIGH VELOCITY HURRICANE ZONES° (HVHZ) REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: -FOR 6'8° WOOD FRAMES - SEE TABLE SHEET 1 -FOR 8'0° WOOD FRAMES - SEE TABLE SHEET 1 6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE AS PER ASTM -E331. 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR "I-IVHL °. OUTSWING IMPACT STEEL EDGE 00014 ICommon to all frame conditions) DOOR LEAF CONSTRUCTION: Face sheets:. 24 go. (0.020 °) minimum thickness, Galvanized Steel A -525 commercial quality - AKOQ per ASTM 620 with minimum average yield strength Fy= 26,240 psi. Core design; Expanded polystyrene with 1.0 to 1.25 lbs. density, by JELD -WEN. Panel Construction. Steel face sheets glued to expanded polystyrene (EPS), with steel top and bottom rails and steel- stiles with a wood lock block reinforcement. The hinge stile contains a MDF board for added hinge support. Frame Construction (Eoth Frame Types): The head jambs and side jambs are mortised, butted and joined using (3) 1/8" x 2° wire staples. An bumper threshold OUTSWING threshold was unitilized at the sill. An optional aluminum ADA threshold is available. TABLE OF CONTENTS SHT # DESCRIPTION TYPICAL ELEVATIONS & GENERAL NOTES 2 3 VERTICAL CROSS SECTIONS & BOM HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS & DETAILS 5 UNIT COMPONENTS 3' -1 3/4" OA MAX. FRAME WIDTH 3' OA. MAX. PANEL WIDTH °vv • 0 1D SINGLE OUTSWING UNIT .X) SCALE: 1/2" =1' -O" AIkAla ALL DOOR MODELS ARE VIEWED FROM THE EXTERIOR SIDE DESIGN PRESSURE RATING " WHERE WATER REQUIREMENT INFILTRATION WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED IS NEEDED 6'8" (X) +80.Opsf - 80.0psf +80.0psf - 80.Opsf 8'0" (X) +61.0psf - 65.0psf +61.Opsf - 65.Opsf • UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG RATIO (OH) = 011 LENGTH /OH HEIGHT GREATER THAN 1.0 3' -1 3/4" 0A MAX. FRAME WIDTH 3' OA MAX. PANEL WIDTH rgi 1E21 m G D 8' -1 5/8' (87 9/81 OA SINGLE OUTSWING UNIT (X) SCALE.. 1 /2" =1 ' -0" PRODUCT RENEWED as complying with the Florida Belding Carle Acceptaace No 0 - 54121.07 Gspireeon Date: f 1_LtCom 1. Maori Dad' PntdacgCoatM �ivtllnR g >- CO a 2 1 n M N n N CO \ W O 1- N � 4, N O z z 0 (1) cr NIMESH BH,ivSAR FLORIDA P,E. NO. 5686': 7,/ 14514 DATE:12 /07/07 SCALE: AS NOTED 050. 85: EAG GHK. ey:S. SAFFELL CN Es:INFERNO SERIIL'ra. I50. P.O. sox woad CROW/C. F 32853 CartAmt• M_2tfrsta4 n No 260.17 DRAWING NO.: OCg970 SHEET 1 OF 5 4 CO 0 at CO 1- 1- 00 00 _J LL.1 LJ Z < < 0_ 0 00 SEE DETAIL A ON SHEET 5 LJ 0 0 Z Z V> V) f- 0 0 "Oa le to (0 0) 11 11 c0 0 1 1 ^CO 10 0 0 D 0 4.1 Lel < < E E 4 4 00 0 w n CO z 1 3/4" 0 VERTICAL CROSS SECTION R ION TY 2 1/2" MIN. 1 1/4" MIN. EMBED 1/8" t 2 CO 0 0 CO 0• 0 SEE DETAIL A ON SHEET 5 z z 0 0 co co (0 (0 (0 0) II II c co o "co bo 1– I- I 00 00 2 2 (4 14 00 WOOD FRAME INSTALLATION SCALE: 3" =-1 —0" 2 1/2" JTEM J2FSCRIPTION MATERIAL 1 LATCH JAMB 1 1/4" x 4 9/16" PONDEROSA FINGER JOINTED PINE) PINE 2 HINGE JAMB (1 1/4" x 4 9/16" PONEROSA FINGER JOINTED PINE) PINE PINE 3 HEAD JAMB (1 1/4" x 4 6/16" PONDERSOA FINGER JOINTED PINE) 4 4" x 4" BUTT HINGE 12qa.(.097" HAGER) SEE 5 #9 X 1" PFH WOOD SCREW (HINGE TO DOOR) STE 6 #9 x 3/4" PFH WOOD SCREW (HINGE TO DOOR STEEL 7 #8 PFH WOOD SCREW WITH 1.15 MIN. EMB. INTO SUB–BUCK STEEL 8 #10 x 2" PFH WOOD SCREW STEEL 9 3/16° TAPCON (MIN. EMBEDMENT 1 1/4" INTO MASONRY) STEEL 10 ADA EXT. ALUMINUM THRESHOLD (MODEL 6063–T5) ALUM. 11 NOT USED ALUM. 12 OUTSWING BUMPER THRESHOLD (1.0" x 4.625") – 13 COMPRESSION WEATHERSTRIP SCHLEGEL Q–LON ODS 650 FOAM 14 #12 x 3° PFH WOOD SCREW STEEL 15 9 x 1" PFH WOOD SCREW STEEL 16 FACE SHEET 24GA. (.020" THK. MIN.) GALVANIZED STEEL STEEL 17 #8 x 2" PFH WOOD SCREW STEEL 18 TOP RAIL (1.73" x 1.21" x 0.021" THK) STEEL 19 BOTTOM RAIL (1.73" x 1.21" x 0.021" THK) STEEL 20 SIDE STILES (1.73" x 1.21" x 0.021" THK) STEEL 21 WOOD LOCK BLOCK (1.67" x 3.0" x 18.75) WOOD 22 STRIKE PLATE – 23 MDF BOARD MDF 24 0.50" x 1.69° DOOR BOTTOM SWEEP VINYL 25 WOOD LOCK BLOCK WOOD 26 EXPANDED POLYSTYRENE (1.0 to 1.25 lb. DENSITY) BY JELD–WEN FOAM 27 KWIKSET TITAN SERIES LOCK (#200) OR (#660) – 28 YALE HERITAGE SERIES DEADBOLT – 29 LATCH SCREWS #8 x 1 1/2" PFH WOOD SCREW STEEL 30 NOT USED – 31 2X WOOD BUCK WOOD 32 1/4" MAX. COMPRESSION SHIM WOOD STEEL 33 16 GA7716" CROWN x 2" LONG STAPLES E:)_V'ERTICA L CROSS SECTION TP. 2 Y CONCRETE INSTALLATION SCALE: 3" —0" PRODUCT RENEWED as complying +via the Raids Huldiag Code Acceptance No • 07 Expiration Date -a Ow, Lit. Orthr en 0 0 — , 0 0 0 0 0 Z Z to 0 0 c° LI 0 0 -J LAI • < Lu. • o tn 0_ cd VERTICAL CROSS SECTION TYP. — flPTIONAS CONCRETE INSTALLATION SCALE: 3" =1'— 0" co 14 a. a 01 5 le 0 P1 c,4 0 0 a co NIMESH BHAVSAP. FLORIDA P.E. NO. 56861 44//' qlk! 640(0)RRIG SERVICES. 128. PA. SUX 580228 ORLANDO, rt. 32258 FIVE tertlflaato k00,88t198 Na 28837 DATE: 12/0 7/0 0 z 7 (.1) z 0 AS NOTED owo. Ern EAG CHK. S. SAFFELL OFIWMNG NO.: DC9970 SHEET 2 OF 5 37.3/4" MAX. FRAME WIDTH 36" MAX PANEL WIDTH EXTERIOR 1 1/4" -1 1/4" MIN. EMB. E SEE DETAIL INTERIOR ON SHEET 5 1/4" MAX. SHIM SPACE -I 3 0 HORIZONTAL CROSS SECTION TYP WOOD INSTALLATION SCALE: 3" =1' -O" 37 3/4" MAX. FRAME WIDTH 36" MAX PANEL WIDTH EXTERIOR 2 5/8 MIN. SEE DETAIL A ON SHEET 5 INTERIOR 1 1/47_ MIN. EMB. --1 1/ 4" QHORIZONTAL CROSS SUCTION TYP. 3 CONCRETE INSTALLATION SCALE: 3" =1 " -0" 2 5/8" MIN. 1 1/4" MIN. EMB. 36' MAX: PANEL WIDTH Ul n CI DI Di CI ®® El El El El El d PRODUCT RENEWED as complying with the Flerl&g Raiding Code Acceptance Noprs,QZQy, Expiration Date 2424L3 Division ®®® ® ® ®m® ® : Mai Mu] MN M UM® Ea El 9 0 18 Z cc 0 q 4.1 LLI 0 0 zW� JZ W " Wq 0W a . 1 oV) 1 0 to ce J re68 N 0 0 ct a HORIZONTAL CROSS SECTIONS 3 A 0 0 n 0 m 0 CO - d "0 N 0 Z z 0 to NIMESH BHAVS AR FLORIDA. P.E. N0. 56851 Otl ENGNIGANG SERncES, WC P0. BOX 580893 06&AN00, 0. 0 0 _Fap€TO6_a of ruBar4,919" N?. 26837 DATE: 12 /07/07 SCALE: AS NOTED DWG. BY EAG CHK. BY:S. SAFFELL DRAWING NO.: 0C9970 SHEET 3 OF 5 1 1 -- 8 9/16" SEE DETAIL D 1 i 9 ANCHORING LOCATIONS OUTSWINC SINGLE UNIT (X) SCALE: 1/2" ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE ANCHORING LOCATIONS OUTSWINC SINGLE UNIT (X) SCALE: 1/2" =1' -0" DETAIL A DETAIL 2 SCALE: 3/8" •1' -0" SCALE: 3/8" =1' -0" DETAIL C SCALE: 3" DETAIL D SCALE: 3" =1' -0" PRODUCT RENEWED as complying with the Florida Raiding Code Acceptance No O & -02 4'.07 Esppirat on Date ! : /3 $yl Mimi .. . Prechter co w N a. r m fib g h 0 0 N 0 M N z 0 NIMESH BHAVSAR FL.ORIOA P.E. NO 56$61 /1.-/- vi sat OM tNONEENING ET4T 4. RM P.O. ETX saloon ORLANDO. R. J2S58 FEPE CartIfkate of aAarizaEon No. 28837 DATE:12 /07/07 scA AS NOTED DWG. BY: EAC CHK. BY:S. SAFFELL DRAWING NO.: DC9970 SHEET 4 OF 5 j %i // %ice r--- 2 3/16" — 3/4" WOOD JAMB FINCERJOINTED PINE SCALE: 6" =1' -O" 1 —I - -9/16" 13 COMPRESSION WEATHERSTRIP SCALE: 6" =1' -O" A� VINYL BOTTOM DOOR SWEEP �� SCALE: 6" =1' -0" 4" —1/16" (Min) OBUTT SINCE 4z4z12 CA. SCALE: 6" =1' -0" 00 —{ 1 3/4" J f 1 1 /4" —L DOOR T P RAIL 4 SIDE STILE SCALE: 6" =1' -0" 4" I* 2 1/4" —I 1/2" 10 ADA ALUMINUM THRESHOLD 9 OUTS A EC THRESHOLD 6 18 3/4" for 8' -0" DOOR 11 3/4" FOR 6' -8" DOOR r1 3/4" 1 1 3/16" 19 BOTTOM RAIL SCALE: 6" =1' -O" 4 1/4" 1 23/32" 1 3/16" `, \�• \\ DIA. VARIES WITH HARDWARE USED • SCALE: BLOCK E. 3" =1' -O" 1 3/16" 40+, 4•+ M #'44+d 44. 4v,.. 1 1/8" z3 MDP BOARD SCALE: 6" =1' -0" 3/16" C -SINK. I--- PRODUCT RENEWED 18 complying with the Elands Dae W aareup Eiptr:Pi o Date _J)�I•6 DY 6tw . ycy1 MiamItriel DETAIL A SCALE.: 1/4" =1' -0" 0 UNIT COMPONENT m 2 M 0 N 0 oo 0 0 0 NiMEIU BHAVSAR FLORIDA P.E. NO. 56861 DATE: 12/07/0 7 sue: AS NOTED /U// i,1 1,1,91:^4 OM WOI 1C .SBNICES. B c. P4 BOX MON ORI.NOO, R 32a58 mpg $HEFT $ OF mpg meanest st 8pm:cu t.. Na 2ae37 DWG. BY: EAG CHI. BY:S. SAFFELL DRAWING NO.: 0C9970 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Division (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions — L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL— Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Vigar, P. E., bearing the Miami —Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. 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 renews NOA No. 06- 0913.05 and consists of this page 1 and evidence page E -1, 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 1107 MIAMI, FLORIDA 33130 -1563 (305) 375-2902 FAX (305) 372 -6339 www.miamidade.gov /buildinacode Vttefi NOA No. 09- 0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 3.000 4.000 5.000 6.000 TYPICAL GLAZING PRODUCT jI MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI --DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT 51714 OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3.3 AND 2326. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 DETERMINE DESIGN LOAD REOUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD 'REQUIREMENTS. USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 2.000 TUBULAR SHAPES ALLOY = 6063 -76 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 13C Engr: ARSHAD NOAR COAL PLA PE B 38663 C.A.N. 3538 1 2009 4.000 1.000 -1 - PRODUCT RENEWED ITSeanp3:,•hn ti.a Florida L>tct.:r Cc:T. AcaK!::: t^e No Fr2e:LEL:-.1 TC:o Wits. LUMINUM TUBE MULLIONS 0 L FAX. (305) 624 -7777 .0 s N -Da a 0 0 vlo 41 4 ! S drawing no. M04 -04 Lsheet 1 of $-1 -- - 1.000 .tzs -°j 1.000 1-,- -°; 1.000 2.000 - 1..125 1 2.000 ---' 250 1 323 T 6.000 6.000 -� � t .ODD r_ .125 - .125 ". -.125 I� AL- FAROOQ CORPORATION ENGINEERS 8i PRODUCT DEVELOPMENT II 1235 S.W. 87 AVE I MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX. (305) 262-6978 J 1--- 2.000 - -. -�j - -- I I.125 ' --.125 - .250 3.000 .338 3.000 .f .125 4.000 5.000 -•- I - ,125 - - .125 4000 L-- .323 .338 -f- 1 X 3 CUSTOM MULLION 1 X 4 CUSTOM MULLION 1 X 3 STD. MULLION STD. X 4 MULLION 6063 - -T6 6063 -T6 2.000 -' -s .125 6063 -00 6063 -T6 2.000 { 125 �_ -. ' E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 624 -7775 FAX. (305) 624 -7777 2 X 5 STD, MULLION 2 X 6 STD. MULLION 2 X 6 HEAVY MULLION 2000 x.125 4.000 .125 3.000 - .125 6063 -T6 6063 -T6 6063 -T6 Imo--- 2,000 Ed =MIN. EDGE 01S1. 1/2" FOR 1/4" DIA. ANCHORS 5/8" FOR 5/16" DIA. ANCHORS ANGLE CLIP - - Ed. 2 X 3 STD. MULLION 2 X 4 STD. MULLION 6063 -T5 5063 -76 6063 -76 ,720 ..-- -1.690 descrintinn 1p, NO CHANGE TH,S SHEET yI UPDATED FOR 2007 FBC I .156 TYP. 1.4°5 3,250 2.750 2.000 T .125 - - Imo--- 3.750 NOTCH OPTIONAL Ed = MIN, EDGE GIST. 1/2" FOR 1/4" DIA ANCHORS 5 /8" FOR 5/16" DIA. ANCHORS MULLION . CLIP 1 2" IYP, ��.. 4.500 NOTCH OPTIONAL Ed = MIN, EDGE DIST. 1/2" FOR 1/4" DIA ANCHORS 5/8" FOR 5/16" 010. ANCHORS MULLION CLIP _ 1/2 "� TYP. Ed. Its t g o .-- t it \ u o_ 3 3 g - B - Env: ARSHAD HOAR CtYA FtA PE f 38863 C.A.N. 3538 (IL; MN f . i+I.1C'1':'`: NEWEL) ,. he Florida 36 r: 3T1,;3t:;: with [ n;.7.," ^'" y _ r 4 ,drawing no. M04 -04 Z. 3v. ,; -¢:, it tr: Control (sheet 2 of IC 6063 -76 6063 -T6 , ,0 ZO 2 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 STD. 1 X4 STD. 1 X 3 1 X 4 CUSTOM ICUSTOM 2X5 STD. 2X6 STD. 2X8 HEAVY WINDOW DIM5. 1 X3 STD. 1 X4 STD. 1 X 3 _CUSTOM 2X3 STD. 1 X 4 CUSTOM 2X4 STD. 225 STD. 2X6 STD. 2X8 HEAVY WINIri1W DIMS. 1 X4 STD. 1 X 3 CUSTOM 2 X 3 STD. 1 X 4 CUSTOM 2 X 5 STD. 226 STD. 2 X 8 HEAVY 2 X 312 X 4 2 X 4 STD. AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305)264-8100 FAX. (305) 262 -6978 JI WIDTH (w) MuLL SPAN STD. STD. WIDTH (8) MULL SPAN 91001 (W) NULL SPAN 1 X3 STU. 19 -1/8" 26 -1/2" 30° 37" 42" 48" 54" 60" 66" 72" 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1 /8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" 74 -1 /e 74.6 140.9 115.1 150.0 150.0 150,0 150.0 19 -1/8" 26 -1/2° 30" 37" 42" 48" 54" 60" i 66" 72" 120" - - - - - 37.9 27.3 55.3 96.7 69.8 146.1 105.5 150.0 150.0 150.0 150.0 150.0 : 150.0 150.0 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 53.8 47.5 38.5 33.9 29.7 101.7 83.1 148.6 150.0 150.0 150.0 150.0 150.0 27.3 24.1 - - - 39.9 150.0 150.0 138.8 122.3 150.0 150.0 B9.8 72.8 73.4 59.5 131.3 150.0 148.9 131.2 - 35.3 61.7 50.0 93.2 75.5 150.0 150.0 106.4 93.8 150.0 150.0 150.0 150.0 - - 28.6 149.6 150.0 64.2 56.1 52.4 25.3 44.1 66.5 130.9 116.3 150.0 150.0 150.0 150.0 150.0 150.0 150.0 4_150.0 t 1500 45.9 82.1 114.8 150.0 150.0 - - - - {I 22.0 ! - 38.5 58.2 1070 95.1 85.6 77,8 150.0 150.0 150.0 26.4 49.9 40.8 72.9 102.1 ; 135.2 150.0 - 34.3 51.8 46.6 104.7 95.2 150.0 150.0 150.0 146.8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 2.3.8 21.6 44.9 36.7 65.5 91.8 121.7 110.6 150.0 150.0 - - - - 30.8 40.8 37.4 33.4 59.7 83.5 76.5 - - - - 28.0 42.3 87.3 140.1 134.6 150.0 150.0 150.0 150.0 - 30.6 54.7 101.4 150.0 - - - - 25.7 38.8 71.3 19 -1/8" 26-1/2" 30" 37" 42" 46" 54" 60" 66" 72" 50 -5/8" 150.0 136.2 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" 84" 51,5 110.1 79.5 150.0 150.0 150.0 150.0 19 -1 /8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" - 28.5 20.5 41.6 72.7 115.6 150.0 150,0 150.0 150.0 150.0 150.0 150.0 37.2 79.4 57.4 116.1 150.0 150.0 150.0 - 20.5 - 30.0 52.5 83.4 73.7 150.0 120.3 97.6 150.0 150.0 1 5 0 . 0 150.0 1 5 0 . 0 150.0 1 5 0 . 0 150.0 1 5 0 . 0 150.0 150.0 150.0 ., _ 32.8 26.6 70.2 56.9 50.7 41.1 102.6 83.2 143.5 116.4 150.0 150.0 - - 26.5 46.3 135.4 109.8 150.0 150.0 - - 21.5 37.5 59.7 85.9 138.0 132.6 150.0 150.0 150.0 150.0 23.4 50.1 36.2 73.3 102.5 135.8 150.0 - - - 33.1 52.6 46.1 96.7 E.S. WINDOWS. LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 75.2 66.8 60.2 120.8 116.0 150.0 150.0 150.0 150.0 20.5 43.9 .31.7 64.1 89.7 118.8 150.0 132" - - - - - 29.0 84.6 107.3 103.1 150.0 150.0 150.0 150.0 - 39.0 28.2 57.0 79.7 105.6 150.0 - - - 25.7 40.9 75.2 96.6 92.8 141.2 150.0 150.0 150.0 - 35.1 25.3 51.3 71.8 95.1 150.0 - - - - 23.2 36.8 67.7 54.7 87.8 80.5 84.4 77,3 128.4 117.7 150.0 150.0 150.0 150.0 150.0 150.0 - 31.9 23.0 46.8 65.2 86.4 150.0 -_ - - - - _ 21.1 33.5 61.5 50.1 - 29.2 21.1 42.7 59.8 79.2 145.6 - - - - 30.7 56.4 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" 58' 143.8 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30° 37" 42" 48" 54" 60" 66° 72" 96" 34.5 74.0 53.3 108.1 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60° 66" 72" - 21.9 - 32.0 56.0 89.0 150.0 103.8 150.0 150.0 150.0 150.0 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 150.0 - - - 23.1 40.4 64.3 118.0 91.7 147.2 141.4 150.0 150.0 150.0 150.0 22.0 47.2 38.2 34.0 68.9 109.9 145.6 150.0 - - - - - 20.4 35.7 56.8 104.3 84.5 74.3 119.3 114.7 150.0 150.0 150.0 150.0 - 27.5 55.9 89.1 118.0 150.0 - - 28.9 46.0 65.5 105.1 101.0 150.0 150.0 150.0 150.0 - 33.7 24.3 49.2 78.5 104.0 150.0 - - - - 25.5 40.5 74.5 57.3 92.0 88.4 134.5 150.0 150.0 150.0 , - 29.5 21.2 43.1 68.7 91.0 150.0 144" _ - _ - - - - 22.3 35.5 65.2 50.9 81.8 78.6 119.5 150.0 150.0 150.0 - 26.2 - 38.3 61.0 80.9 148.6 - - - - 31.5 57.9 45.8 73.6 70.7 107.6 150.0 150.0 150.0 - 23.6 - 34.4 54.9 72.8 133.7 - - - - - 28.4 52.1 41.7 66.9 64.3 97.8 136.8 150.0 150.0 - 21.4 - 31.3 49.9 66.2 121.6 - - - - 25.8 47.4 38.2 61.3 58.9 89.6 125,4 150.0 150.0 - - - 28.7 45.8 60.7 111.5 - - - - - 23.6 1 43.4 19 -1/8" 26 -1/2' 30" 37" 42° 48" 54" 60" 66` 72' 63" 121.9 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/6" 26 -1/2` 30" 37' 42" 48" 54" 60" 66° 72" 108" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 ARCHES TO BE INSCRIBED rHORIZONTAL MULUON INSIDE RECTANGULAR SHAPE 1 t__.__. 88.0 141.2 135.7 150.0 150.0 150.0 150.0 - - 37.5 33.1 27.0 23.9 54.8 48.4 95.8 130.2 150.0 description NO CHANGE THIS SHEET_....... UPDATED FOR 2007 FOC REV. PER RCCO COMMENTS 77.7 124.8 119.9 150.0 150.0 150.0 150.0 84.6 115.0 150.0 63.0 55.5 101.2 89.1 97,2 85.6 147.9 130.3 150.0 150.0 150.0 150.0 150.0 150.0 - 26.9 - 39.2 68.6 93.3 150.0 GLAZING �ODUCT �__ VERTICAL MULIION GRADING PRODUCT Z g 5 2 g. a N %'-GLAZING �'� PRODUCT 3 - 23.7 - 34.6 60.4 82.2 150.0 48.6 78.0 74.9 114.0 150.0 150.0 150.0 - - 20.7 - - - 30.2 26.9 52.9 47.0 71.9 63.9 132.1 117.4 43.2 69.3 66.6 101.3 141.8 150.0 150.0 GLAZING PRODUCT GLAZING PRODUCT 38.8 62.4 59.9 54.5 49.9 91.2 127.6 150.0 150.0 140.8 150.0 150.0 150.0 - - - - - - - 24.2 42.3 57.5 705.7 35.3 32.4 56.7 52.0 82.9 76.0 116.0 106.3 22.0 38.5 35.3 52.3 96.1 - 20.2 47.9 88.1 41 ALL LOADS ARE EXT.(+)/INT.(-). ZEE.; ' 8 N o o m WI IL W2 MULL ON SPAN -� V camun" MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 14r. by. ,Alec `'I (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS En9.: ARGHAD 410AR FAA. PE I 38843 C.A.N. 3536 tse .3.'j:t OCT 0 1 zuu rR01)LH'T REM “.WED 111 `r_r, w:u: a.� FIaaA4 re.::lcizn„n�a zisnmaiS e. i b3 Z 14 ,, ��." � vs:o-:; L ,.ale I rxh�ct Comm ANCHORS TYPE 'D' AND 'E' APPLICABLE TO W7 + W2 WIDTH (W) = 2 4 ", 5" AND 6" TUBE MULLIONS. drawing no. I MQ4 -Q4 ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS ,sheet 3of 8 1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A R C 0 E 19-1/8 133.0 150.0 150.0 1500 150.0 150.0 26-1/2" 96.0 150.0 150.0 150.0 150.0 150.0 30" 84.8 143.1 150.0 150.0 150.0 150.0 37" 68.8 116.0 150.0 150.0 150.0 150.0 42" 60.8 102.2 150.0 132.9 150.0 150.0 48" 38 -3/8" 89.4 150.0 116.3 150.0 150.0 54" 47.1 79.5 147.3 103.4 150.0 150.0 60" 37.0 71.5 132.6 93.1 150.0 150.0 66" 33.6 65.0 120.5 84.5 150.0 150.0 72" 30.8 59.6 110.5 77.6 150.0 150.0 19-1/8° 102.5 150.0 150.0 150.0 150.0 150.0 26 -1/2" 74.0 122.5 150.0 150.0 150.0 150 --1 0. 30" 65.4 108.5 150.0 141.1 150.0 150.0 37" 53.0 87.9 150.0 114.4 150.0 150.0 42° 46.7 77.5 143.6 100.8 150.0 150.0 45" 50 -5/8" 67.8 125.6 88.2 150.0 150.0 54" 36.3 60.3 111.7 78.4 150.0 150.0 60" 32.7 54.2 100.5 70.5 141.1 150.0 66" 29.7 49.3 91.4 64.1 128.3 150.0 72" 27.2 45.2 83.8 58.8 1176 147.0 19 -1/8 89.7 148.5 150.0 150.0 150.0 150.0 26-1/2" 64.8 107.2 150.0 139.4 150.0 150.0 30" 57.2 94.7 150.0 123.1 150.0 150.0 37" 46.4 76.8 142.3 99.8 150.0 150.0 42" 40.9 67.6 125.3 88.0 150.0 150.0 48" 58° 59.2 109.7 77.0 150.0 150.0 54° 31.8 52.6 97.5 68.4 136.8 150.0 60" 28.6 47.3 87.7 61.6 123.1 150.0 66° 26.0 43.0 79.7 56.0 111.9 139.9 72" 23.8 39.4 73.1 51.3 102.6 128.3 19 -1/8° 79.8 136.7 150.0 150.0 150.0 150.0 26 -1/2" 57.6 98.7 150.0 128.3 150.0 150.0 30" 50.8 87.2 150.0 113.4 150.0 150.0 37" 41.2 70.7 131.0 91.9 150.0 150.0 42" 36.3 62.3 115.4 81.0 150.0 150.0 48" 63° 54.5 101.0 70.9 141.7 150.0 54" 28.2 48.4 89.7 63.0 126.0 150.0 60" 25.4 43.6 80.8 56.7 113.4 141.7 66' 23.1 39.8 73.4 51.5 103.1 128.8 72° 21.2 36.3 67.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A 6 C D E 19 -1/8" 133.0 116.0 150.0 150.0 150.0 150.0 26 -1/2° 96.0 83.7 150.0 108.9 150.0 150.0 30" 84.8 74.0 137.1 96.2 150.0 150.0 37" 68.8 60.0 111.1 78.0 150.0 150.0 42" 60.8 52.8 97.9 68.7 137.4 1500 48" 74 -1/4" 46.2 85.7 60.1 120.2 150.0 54" 47.1 41.1 76.1 53.4 106.9 133.6 60° 37.0 68.5 48.1. 96.2 120.2 65' 20.8 33.6 62.3 43.7 87.4 109.3 72° - 30.8 57.1 40.1 80.2 100.2 19 -1 /6" 120.9 102.5 150.0 133.4 150.0 150.0 26-1/2" 61.3 74.0 137.1 96.3 150.0 150.0 30" 108.2 65.4 121.1 85.0 150.0 150.0 37" 87.7 53.0 98.2 68.9 137.9 150.0 42" 77.3 46.7 56.5 60.7 121.5 150.0 48° 84" 40.9 75.7 53.1 106.3 132.9 54" 60.1 36.3 67.3 47.2 94.5 118.1 60" 54.1 32.7 60.6 42.5 85.0 106.3 66" 49.2 29.7 55.1 , 36.6 77.3 96.6 72° 45.1 27.2 50.5 35.4 70.9 88.6 19 -1/8" 150.0 89.7 150.0 116.7 150.0 150.0 26-1/2" 112.3 64.8 120.0 84.2 150.0 150.0 30" 99.2 57.2 106.0 74.4 148.8 150.0 37" 80.4 46.4 85.9 60.3 120.6 150.0 42" 70.9 40.9 75.7 53.1 106.3 132.9 48° 96° 35.8 66.3 46.5 93.0 116.3 54" 60° 31.8 58.9 41.3 82.7 103.3 60" 66° 28.6 53.0 37.2 74.4 93.0 66" 72" 26.0 48.2 33.8 67.6 84.5 72" 23.8 44.2 31.0 62.0 77.5 19 -1/8" 79.8 147.8 103.7 150.0 150.0 26-1/2" 57.6 106.7 74.9 149.7 150.0 30" 50.8 94.2 66.1 132.3 150.0 37" 41.2 76.4 53.6 107.2 134.1 42" 36.3 67.3 47.2 94.5 118.1 48" 108' 31.8 58.9 41.3 82.7 103.3 54" 28.2 52.3 36.7 73.5 91.9 60" 25.4 47.1 33.1 66.1 82.7 66" 23.1 42.8 30.1 60.1 75.2 72" 21.2 39.3 27.6 55.1 68.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (3) MULL SPAN A 0 C D E 19-1/8" 716 133.0 93.4 150.0 150.0 26-1/2" 51.8 96.0 67.4 134.8 150.0 30° 45.8 84.8 59.5 119.0 148.8 37" 37.1 68.8 45.3 96.5 1206 42" 32.7 60.8 42.5 85.0 106.3 46" 120' 28.6 53.0 37.2 74.4 93.0 54" 25.4 47.1 33.1 66.1 82.7 60" 22.9 _ 42.4 29.8 59.5 74.4 66" 20.8 38.5 27.1 54.1 67.6 72" - 35.3 24.8 49.6 62.0 19 -1/8° 65.3 120.9 84.9 150.0 150.0 26 -1/2" 47.1 87.3 61.3 122.5 150.0 30" 41.6 77.1 54.1 108.2 135.3 37" 33.7 62.5 43.9 87.7 109.7 42" 29.7 55.1 386 77.3 96.6 48" 132" 26.0 48.2 33.8 67.6 84.5 54" 23.1 42.8 30.1 60.1 75.2 60' 20.8 38.5 27.1 54.1 67.6 66° - __... 35.0 .._ - - 49.2 61.5 72' . -_.- 32.1 22.5 45.1 56.4 19 -1/8' 59.8. 110.8 77.8 150.0 150.0 26 -1/2" 43.2 80.0 56.2 112.3 140.4 30" 38.1 70.7 49.6 99.2 124.0 37" 30.9 57.3 40.2 80.4 100.5 42" 27.2 50.5 35.4 70.9 88.6 48" 144" 23.8 31.0 62.0 77.5 54" 21.2 39.3 27.6 55.1 68.9 60° - 35.3 24.8 49.6 62.0 66° - 32.1 22.5 45.1 56.4 72" - 29.4 20.7 41.3 51.7 ANCHORS TYPE A.8.0.0 0R E ANCHORS 4.8.0.0 OR E W2 TYPICAL MULLION ARRANGEMENTS WIDTH (w) = W1 + 2 W2 I- HORIZONTAL MULUON ANCHORS TYPE A,B,C,0 OR E r' ARCHES TO 80 INSCRIBED 1NSI0E RECTANGULAR SHAPE GLAZING j, ---`�, i PRODUCT ___, VERTICAL. MULLION MULLION GLAZING GLAZING PRODUCT PRODUCT ANCHORS 4.8.0.0 OR E W2 TYPICAL MULLION ARRANGEMENTS WIDTH (w) = W1 + 2 W2 I- HORIZONTAL MULUON ANCHORS TYPE A,B,C,0 OR E r' ARCHES TO 80 INSCRIBED 1NSI0E RECTANGULAR SHAPE GLAZING j, ---`�, i PRODUCT i GLA21N0 PRODUCT ANCHOR DETAIL Q1 GLAZING PRODUCT 1 N ANCHORS 3,80,0 OR E MULLION SPAN Eng, ARSHA0 VICAR CML f1A. PE 1 388E3 C.A.N. 538 "I:C::1iC'S Ii. 915WEt' 3 r.:1m.. 3 1Y,J) Ow Florida 3'ail�i 01 2UU s .i:li01G'S:C :MITA J5' rroduct Outdo TUBE MULLIONS ALUMINUM 81 O z O 2 a a : u o ¢ 4' a S 88.88 8 8 "m8 8 8 meow d 8 t� C drawing no. M04 -04 (sheet 4of 8'} 1/4' DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. MIN. EDGE DIST. MIN. EMBEDMENT WOOD BLOCK 2 -if2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" Ed. 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) MIN. 1/4" DIA. ULTRACONS _ 1 PER ANGLE Ed. 1/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 11 I II II I II u I _2X251/8" ALUM ANGLE ALTERNATE ANCHOR LOCATION _ 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'C' ti 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -3/8" BLOCK 2-1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" 1/4" DIA. ULTRACONS 2 PER ANGLE r FLOATING CUP SNUG FIT INSIDE MULL X114 5M5 4 PER ANGLE I I I I 1 I I u u 2 X 2 X 1 /8" ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE '0' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI — RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. Ent)r: RRSHAD MAR CIVIL FLA. P£ # 38863 CAN. 3538 L/ Y OCT % Y 2x05 4014 z O z • o (7 w is 0 t5 ' v � O p d<c o tSz, Q W g� ipn j t3 Col 0 0 2 0 1!1 Z 0 J J 7 7 W m 7 (705) 624 -7777 lee N � • ■ lIE ti ° drawing no. M04 -04 ,sheet 6 of 8 5/16' DIA. ULTRACONS 5/16" DIA. ULTRACONS_ _ Ed._ ; 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE !I _ FLOATING CLIP SNUG FIT INSIDE MULL #14 945 4 PER ANGLE 1 I 1 I 11 I u 2 X 2 X 1/6" ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS 5/16" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2 -1/2" 1 -3/4" I ALL CL PS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED; WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. f1G Engr: ARSHAD VICAR CIVIL FLA. PE j 38863 .6 N. 3536 4ittt,i Lr.•e Prc3tici -6uuru 20 t4 0 • z O' Z MULLIONS Ld ALUMINUM FAX. (345) 624 -7777 G m V 0 8 g m,r t0 V 5 8 c si CI to j o n <Z t t i drawing not M04-04 (sheet 7of $ ) • 914 SMS SEE CHART FOR QUANTITIES - TUBE MULLION 910 FH SMS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FR SNUG -' INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE - TUBE MULLION 914 FH SMS 1 -1/2" O.C. MIN. SEE CHART FOR QUANTITIES THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION . SIAS 010 FH PER CLIP 1" 0.C. MIN. 1 -3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1 /8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION 914 SMS SUBSTRATE Ed. . MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2" ANCHOR NO. OF CHART SCREWS TYPE A 2 TYPE 8 3 TYPE C 2 TYPE O 4 TYPE E 4 Engr: ARSHAD VIQAR CMI. FLA. PE 9 38863 C.A.N. 3538 C PROU1.l(1 RENEW P", as cov.,AYln ; rata the Florida Bui4li"g Cod:, Acccptnnsc No!� Fspiradou D Ib GV b�4 Ds Miami Dade Product Control ty,• ioe y+U z 01- Qf ceo 0 A. c O u. 08 02 ro 0a4o 0 41 O W H d 0 Z9MQ� MULLION \M04 -0 MULLIONS IH 0 m a u •0 T D 0 O C FAX. (305) 624 -77 • aj �l u a; a sl $ $ i S� $ drawing no. M04 -04 J ,sheet 8 o 8 i AU. CLIMATE ZONES 1 4, APPENDIX 134) FORM 11008.06 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Rsaldattlat Component Prescriptive Method 8 Compliance with Method 8 of Chapter 11 of the Raids B» foytg Code Residentfat or Subchapter 13-6 of de Ronda BuPding Code, Suidde* maybe did by the use of Form 11008 fm single -and multiple -family residences of throe stories or teas in height, and additions to existing residential btdkdngs. lb comply, a buldb0 roust meet or exceed all of De energy efficiency requirements on Table 118 -1 and all applicable mandatory requirements summarized in Table 118.2 of this form. If butane does not comply with this method, it may still comply under Method A of Chapter 11 orSubchepter 13.6 of the applicable code. PROJECT NAME AND Ate: RHODES RESIDENCE BUILDER: 1341 NE 103rd STREET MIAMI SHORES MIAMI SHORES, FL O W N E F b PERMIT NO.4 1 1 1 1 1 1 1 6 JURISDICTION RIO» 12 13 1 2 1 6{ o f o I 1. New co tltn including additions which heorporate any of the 'entwine features cannot comply using the earthed: steel stud wads. single assembly rooffteffitg construction, or skylights or others root glass. 2. F8 in all the applicable spaces of the "To 8e Mstatled` catumn on "Table 118-1 with the kUomardon requested. Al To Be Waled" values must be equal to or teem efficient than the required levels. 3. Complete page 1 based on the "To Be Installed" cokann inhumation. 4. Read MYdrtltncen Requirements for All Fadeless`, Table 118-2 and check each box to indicate your tried to comply withal applicable items. S. Read, sign and date the "Prepared By certification ant at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. Nov construattan or addition 2. Single4amity detached or multiple-hardly attached 3. If m ultl No. of wants covered by this submission 4. Is this a worst case? (yam) 5. Conditioned floor area (sq. fL) 0. Glass type and area; a. II-factor b. SHCC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and a. Slab -an -grade (R value) b. Wood, raised (R -value) c. Wood, common (R- value) d. Concrete, raised (R vahae) e. Concrete, common (R vahw) 9. Wall type, area and insulation: a. Exterior: 1. Masonry (Insulation R value) 2. Wood tame (Insulation R value) b. Adfficeab 1. Masonry (Insulation R value) 2. Wood frame (Insulation R value) 10. Coiling type, area and Insular= a. Under attic (Insulation R value) b. Single assembly (Insulation R-value) 11. Ab' distribution system: Duct htsulatIon, location Test report required if duct in unconditioned space 12. Cooling system (Types: central. room unit. package terminal A.C., gas, none) 13. Heating system: (Types: heat pump, elec. strip, nat. gas, LP -Gas. gas h.p., room or PTAC. none) 14. Programmable thermostat installed on HVAC systems: 15. Hot water system: (Types: elm.. nat. gas. LP- gas, solar heat rec.. tied. heat pump. other. nate) C TY PY I Icy cull MN tea plans and specalcs0oas the Florida Energy Cods. PREPARED 8Y• Raja Buchanan ! brew candy that Ibis bulldog a in =Once web Me Ronda Enarmy Cora: OWNER /WENT: DATE Please Print 1 RENOVATION 2. SINGLE Family a. NA 4. Yea 6.2450 (sqft)- Existing 64. 1.3 (Tinted per 13- 601b.3) 6b 0.64 (Tinted Rer 13- 601b.3) 8c. 446 sq.ft. 7, net Added = 0 x (Replaced Glass Area =446 eq.ft) 6L Res (Exist.) 0 257 BM 8b. R® NA NA sq.tf. 8c. R. NA NA sq.R. 6d. R. NA NA sq.M. 8e. Rs NA NA sq.fl. 60.1. R. (Exist .)4.1 2005 sq fl. ga•2. R. NA NA sq.R 9b-1. R. NA NA sot. eb-2. R. (Exist.)R -11 168 s9 f. 1011. R. 30 16b. R. NA 11a. R. 6 sq.fl. 2450 NA mfr. -"- ATTIC 11b.Test report attached? Yes No 128.1Vpin EXISTING 5 -TON SPLIT SYS 13b.ggeggER: Existing NA 12c. may: 60000 BTUH 13a.110igELECTRIC HEATER 13b. HSPFICOP /AFUE: 1 130. Cepeeltyt 34000 14. Yes No „li Natural Gas 126. EF: o .82 CM Review or Naas and specificatkmo covered M 11t14 aNculdsa IAdt Ates compliance we Ina flop► Emmy Code. Betas construction is ennpInat. Ns WW2 wet be Inspected for cent in accordance wale Section 553.900. F.S. BUILDING OFFICIAL: DATE 2007 FLORIDA BUILDING CODE - BUILDING Effective 3/1/2009 1342.23 • FORM 1100B -08 TABLE 11B-1 MINIMUM REQUI BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U- factor = 0.65 SHGC = 0.35 %CFA < =16% U- factor=N /A SHGC= N/A %of CFA= Exterior door type Wood or insulated Type: Walls — Ext. and Adj. (See Note 3): Frame Mass Interior of wall: Exterior of wall: R -13 R-6 R-4 R -value = N/A R-value =N/A R -value = Existing (4.1) Ceilings (see Notes 3 & 4) R -30 R- value = 30 Floors: Slab -on -grade Over unconditioned spaces (see Note 3) No requirement R -13 R -value = N/A Hot water systems (storage type) Electric (see Note 5): Gas fired (see Note 6): 40 gal: EF = 0.92 50 gal: EF =0.90 40 gal: EF = 0.59 50 gat EF = 0.58 Gallons = EF= Gallons = Tankleas EF = o .82 Air conditioning systems (see Note 7) SEER = 13.0 SEER = Existing Heat pump systems (see Note 8) SEER = 13.0 HSPF = 7.7 SEER = HSPF = Gas furnaces AFUE = 78% AFUE = Oil furnaces AFUE = 78% AFUE = Programmable thermostat Must be installed on all HVAC systems Installed? Yes No Ductwork (see Note 9) Unconditioned space9 Conditioned space Unvented attic assembly per R806.4 with insulation at the roof plane R-6, Tested NA R-4.2 Location: Unconditioned space R- value= 6 Test report: Conditioned space R -value = (No test report required) Air Handler location: Unconditioned atticc or garage Conditioned space or Unvented attic assembly per R806.4 with insulation at the roof plane Requires test report No duct test required Location: Garage Test report 1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U- Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16 % of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exception: Additions of 600 square feet (56 m2) or less may have maximum CFA of 50 percent (3) R Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the interior (lit) requirement must be met unless at least 50% of the insulation value is on the exterior (Ext) or integral to the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume) (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019' volume) (7) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2A of the Flonde Building Code, Building, or Table NI 107AB.3.2A of the FBC- Residential. (8) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High-Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13-607AB.3.2B of the Florida Building Code, Building, or Table NI 107AB.3.28 of the FBC-Residential. (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. "Substantially teak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. w.c.) across the entire air distribution system, including the manufacturer's air hander enclosure. TABLE 118-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior joints & cracks NI106.AB.1.2 To be caulked, gasketed, weather- stripped or otherwise sealed. x Exterior windows & doors NI 106AB.1.1 Max. 0.3 cfm/sq.tL window area; 0.5 cf i/sq.ft. door area. x Sole & top plates NI 106AB.2.1 Sole plates and penetrations through top plates of exterior walls must be sealed. x Recessed lighting N1106AB.1.2.4 Type IC rated with no penetrations (two altematives allowed) x Multistory houses NI 106AB.1.2.5 Air barrier on perimeter of floor cavity between floors. NA Exhaust fans N1106AB.1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. x Water heaters N1112AB.3 Comply with efficiency requirements in Table NI112.AB.3. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built-in heat trap required for vertical pipe risers. x Swimming pools & spas NI 112AB.2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal a caercy of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. NA Hot water pipes N1112AB.5 Insulation is required for hot water circulating systems (including heat recovery units). x Shower heads NI 112AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110AB. Ducts in attics must be insulated to a minimum of R-6. x x HVAC duct construction, insulation & installation N1110.AB I1VAC controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. x 2007 FLORIDA BUILDING CODE — BUILDING • Project Summary Entire House BUCHANA P.E. CONSULTING 6191 W ATLANTIC BLVD, MARGATE, FL Job: Date: By: J.S. Project Information For: THE RHODES RESIDENCE 1341 NE 103rd STREET, MIAMI SHORES, FL Notes: RENOVATION FOR: THE RHODES RESIDENCE Desi• n Information Weather: Miami Beach Co, FL, US Winter Design Conditions Outside db Inside db Design TD 48 °F 70 °F 22 °F Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 89 °F 75 °F 14 °F L 50 % 56 grills Heating Summary Sensible Cooling Equipment Load Sizing Structure 29382 Btuh Structure 28806 Btuh Ducts 8896 Btuh Ducts 14413 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 38279 Btuh Use manufacturer's data y Rate /swing multiplier 1.00 Infiltration Equipment sensible load 43219 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 6333 Btuh Ducts 3863 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ftl 2450 2450 Equipment latent load 10196 Btuh Volume (ft3) 20335 20335 Air changes/hour 0.32 0.16 Equipment total load 53415 Btuh Equiv. AVF (cfm) 108 54 Req. total capacity at 0.70 SHR 5.1 ton Heating Equipment Summary Cooling Equipment Summary Make YORK Make YORK Trade EXISTING ELECTRIC HEATER Trade EXISTING SPLIT SYSTEM Model MV2ODN21CB Cond CZH06011CA // MV2ODN21CB GAMA ID Coil ARI ref no. Efficiency 1 AFUE Efficiency Heating Input 34000 Btuh Sensible cooling Heating output 34000 Btuh Latent cooling Temperature rise 17 °F Total cooling Actual air flow 1850 cfm Actual air flow Air flow factor 0.048 cfm/Btuh Air flow factor Static pressure 0 in H2O Static pressure Space thermostat Load sensible heat ratio Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 0 SEER 42000 Btuh 18000 Btuh 60000 Btuh 1850 cfm 0.043 cfrn/Btuh 0 in H2O 0.81 " °i " Right- Suite® Universal 7.1.25 RSU08504 L:\FAIRCHILD MOLINARHODE RES\calcs\Rhodes Res 5- 15- 11.rup Cale = MJ8 Orientation = S 2011- May - 1713:59:09 Page 1 A ! i1 CERTIFICATE OF LIABILITY INSURANCE i s�2oii' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Gil, Garden, Avetrani Insurance Group 10689 N. Kendall Drive Suite 208 Miami FL 33176 CONTACT Lissette Hernandez P(ACNN esti, (305) 630 -4777 I wc.Not, (305)279 -3022 i ss :ihernandez @ggaig.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA.usinessFirst Ins. Co. 11697 INSURED Stone & Properties Group II Inc 1800 SW 1 Avenue Suite 503 Miami FL 33129 INSURER B : INSURER C: INSURER D : $ INSURER E : $ INSURER F : $ L119102034 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LLTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POUC'Y EFF (MMIDD fPM ICY EXP DIYYYYI �� GENERAL — LIABILITY COMMERCIAL GENERAL LIABILITY fCLAIMS -MADE n OCCUR EACH OCCURRENCE $ O RENTED PPR MISES (Ea occurrence) $ MED EXP (My one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP /OP AGO $ GENT. AGGREGATE LIMIT APPLIES PER: 7 POLICY n SECT fl LOC $ AUTOMOBILE — — — LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — SCHEDULED NON-OWNED AUTOS CO ®� SINGLE LIMIT (Ea BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per soddent) $ UMBRELLA UAB EXCESS L(AB — OCCUR CMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED 1 1 RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY AND OFFICER/MEMBER �NROOPRIETOOREXCTNERIE ECUTIVE (Mandatory In NH) if yes, describe under DESCRIPTION OF OPERATIONS below Y 1 N NIA 521 -04301 8/18/2011 8/18/2012 IOTH- I TORY A LIMITS 1 I TH ER EL. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedu e, If more space Is required) a Miami Shores Village Bldg. Dept 10050 NE 2nd Ave Miami Shores, FL 33138 i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS AUTHORIZED REPRESENTATIVE Frank Gil /LISSET '611H .i "e ACORD 26 (2010/05) wow= .ro.sro.c' ®1988.2010 ACORD CORPORATION. All rights reserved. T4. ""1131.1 ...r.... —d 1--- -- w- 0— i...._4 r .O •",1mr SEE OTHER SIDE DO NOT FORWARD STONE & PROPERTIES GROUP II INC SERGIO GOMEZ PRES 1800 SW 1 AVE 503 MIAMI FL 33229 baha„ „ll„ l,ll,l,,,,al,,,l l„ l„ NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. (t 32oS -030 `O VI STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111 111111111111 CVN 2011R04719615 0R' 8k 27759 Ps 20$21 Ups) RECORDED 07/18/2011 11:59:51 HARVEY RUVIhlr CLERK OF COURT MIAMI—DADE COUNTY' FLORIDA LAST PAGE 1 Space above reserved for use of recording office 1. Legal description of property and street/address: l'4 1 N e 1©2 ST NAM' OPEC F i-- 331321 2. Description of improvement: it l { kt r a 'td �aOl'f'�1f OOi1S i il'�,P�IAi W,r do s'i 3. wner(s) nam nd address: 1.4 SA P IODE ( 1 E ® T Interest in property: KZ) AM! 1. S-f-1U S• Ja Name and address of fee simple titleholder. 4.-Contractor's name, address and phone number srom+E P�pa 1-R�'S „al 2.4 5 21E PcV fN t �2 20T MkoA /FL- 331a1 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or ether documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)0), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) 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 Y041 hirDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. OIL Pi., COUNTY OF DADE = += 1 HESIESYCENT,IFYihid this is a twe • aIf a Signature(s) of • er(s) or Owner(s)' Authoriz Officer{4I� lr= or/Partner/M Prepared By • repared By Print Nam Title/OfficY Print Name LM Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instru ent was acknowledged before me this By V\O ❑ Individually, or ❑ as for Wersonally known, or ❑ produced the following type of iden Signature of Notary Public: Print Name: (SEAL) de/of ., a.. r 'z '"r -'-": r '041 tw""== Pie` WNW IOW Silo— PAWN By 3 day of VERIFICATION PURSUANT TO SECTION 92.525,. FLORIDA S- Under penalties of perjury, I declar that I have read the foregoing and that the facts stated in it are true, b the best of my knowledge and belief. EX IRES Jan 53 Signatu s ; f Owner(s) By 129.01.52 ' c. 3 3t1 Floiidallofaryservice.com ' Authorized Officer/Director /Partner /Manager who signed above: By September 26, 2011 Miami Shores Village 10050 Northeast 2"d Avenue Miami Shores, FL 33138 (305) 795 -2207 pon ARCHITECT RE: ew/ Comments for E 103rd Street, Miami Shores, FL 33138 To The the BuildiI Contract TE4RUY3n SEP2q 2011 cxompany the drawing revisions made in response to comments, as forwarded to our office by the General The following is an itemized list of these comments, and the actions/con-ections made in response to them. Plan review comments are reproduced verbatim, as found on the City website. Responses to each plan review comment follow in bold italic text Plan Revi Comment 1 Action 09 -23-11 eria must be shown on the plans d load design criteria has been added to the chedule sheet (A -41). Action Comment 3 Action wood framing as part of the exterior wall. Exterior wall of masonry or concrete per village ordinance. 06 /A-5.1 has been removed from the detail shed This detail will no longer be used. Filled cells adjacent to new /altered openings must extend from the foundation to the beam. Sheet A-5.1 Detail 05 / A-5.1 has been revised to show new filled cells extending from the existing foundation to the existing beam above. Sheet A -21: Detail number 06 /A -5.1 has been removed from the floor plan, as this detail is no longer used. If you have any questions concerning any of the plan revisions, or written responses in this letter, please contact us. Sincerely, Ron AR0016263 • ...... • • • • •. • • . • .. • • • ••• •. • •• •.... • • • • • • • • • • • • • • • • •. • •. • • • • • •••• ••... Ron Fairchild Ja,'ArcAitecf AROt714263' 5980 NE 18th Terrace, Fort Lauderdale, FL 33308 Phone: (954) 54Z-4682 .Fgx;(944) 776 -4793 Email: falrchklarch aiCcofi : • • .• • • •• ••• • . • • •. • .• ••• • • • ••• • • SEP292011 DESIGN WIND PRESSURE CALCULATION T IS MUST E 011 Ji; AT TIE OF INS'ECTION PROJECT: Windows and Doors Installation at: 1341 NE 103 RD STREET MIAMI SHORES, FL, 33138 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • • • • • • •• • • • • ••• • • • • • • • • • •• ••• •• • • • •• •• ••• • • • • • • • JORGE LLAMA, P.E. # 60156, C.A. # 27710 '48 A:LNGVILERIJIG ••• 119 SAN. '8•TwRR4Cr. • • MIAMI!LOF*24 A'3s165••• TEL: (305) 992 -3048 ••• • • • • ••• • • • • • • • • • 1/19ff0: A• • ••• . : • • : • •• • • r DESING WIND PRESSURE CALCULATIONS - ASCE 7 -05 Job: 1341 NE 103 RD STREET. MIAMI SHORES, FL, 33138 Design Pressures have been determined in accordance with ASCE 7 -05 based on the following criteria: Building Category:. Exposure Category: Building Mean Roof Height (Ht): Minimum Building Width: Roof Slope: Basic Wind Speed (V): Kz: Kd: I: I I C 11.5 61.7 6 146 0.85 0.85 1 ft. ft. :12 mph 26.6 Deg. Design Velocity Pressure; q: 0.00256 • Kz • Kzt • Kd • V2 • I q: 39.37 psf Internal Pressure Coefficient; Gcpi: ± 0.18 Design Pressure; P: q [(Gcp) ± (Gcpi)] Notes: 1. Wind load calculations are based upon a mean roof height and tributary area as noted. Contractor shall verify mean roof height in field and notify if higher than noted. 2. "END Zones" pressure are applicable to openings that are within: 4.6 ft. of building corners. Mk Description Width Height (inches) (inches) Trib.Area (Sq.Ft.) Zone Conf. GCp Design Press.(psf) Max Min Positive Negative CA1 CASEMENT WINDOW HR1 1 HORIZONTAL SLIDING WINDOW 53 1/8 50 5/8 9.33 4 XX 1.00 - 1.10 46.46 -50.40 53 1/8 50 5/8 HR1a IHORIZONTAL SLIDING WINDOW 53 1/8 50 5/8 HR2 HORIZONTAL SLIDING WINDOW 74 50 5/8 4 9.33 9.33 5 13.00 4 XO 1.00 -1.10 46.46 - 50.40 XO 1.00 -1.40 XO 0.98 -1.08 46.46 -62.21 45.67 -49.61 HR3 1HORIZONTAL SLIDING WINDOW 45 38 3/8 5.99 XO 1.00 -1.10 46.46 SH1a SINGLE HUNG 24 66 5.50 5 OX 1.00 - 1.40 46.46 SH2 SINGLE HUNG 36 38 3/8 4.79 4 OX 1.00 - 1.10 46.46 -50.40 -62.21 -50.40 SH2a SINGLE HUNG 36 38 3/8 4.79 5 OX 1.00 -1.40 46.46 -62.21 SH3 SINGLE HUNG 53 1/8 38 3/8 7.07 4 OX 1.00 -1.10 46.46 -50.40 SH4 SINGLE HUNG 531/8 37 6.82 OX 1.00 - 1.10 46.46 -50.40 FW1 FIXED WINDOW FW2 FIXED WINDOW 40 36 13 1 • •• 3.61 4 0 1.00 -1.10 46.46 FW3 FIXED WINDOW SD1 SLIDING GLASS DOOR (HEAVY REINF.) 14 SO 3/8 . 4 0 1.00 -1.10 1.00 -1.10 0.92 -1.02 • • • •• • SD2 SLIDING GLASS DOOR (MEDIUM REINF.) FD1a FRENCH DOOR HM1 OPAQUE INSULATED STEEL DOORS 192 t8 •• 46.46 46.46 43.50 -50.40 - 50.40 - 50.40 -47.44 60 • 434••• 0.96 -1.06 44.77 -48.71 39 36 82 . • 82 • •p2•2Q • • . . • 10.50• 4 5: • • • • • • • • • • • ) 0.94 0.94 -1.28 44.05 -57.39 -1.04 44.29 -48.23 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Page 1 of 1 MIAMI -DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 5000 Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W08 -08, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 01/23/08, prepared by AI- 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" or the Product Control Seal, 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 inspectipn,,,Wh; jqb side a the request of the Building Official. This NOA consists of this page 1 and evidence paire 1!,t ,tell a: approval document mentioned above. The submitted documentation was review ecl:by 1VtsinSeCPori,1 t1. • 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.buldingcodeonline.com MIAMI DADE COUNTY APPROVED y•• •• ••• •• • • • •• •• ••• • • • • • • •• • •• • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• •• NOA No. 08- 0204.05 Expiration Date: April 3, 2013 Approval Date: April 3, 2008 Page 1 • • • • • • • •••••• • • • • •••••• • • • • • • •• • • • • • • • • • •••• • • • • • •• • • • • • • • •• •• • • • • • •• • snelt3.5000 ••••• AIJJMINUM OU • WING CASEMEiNIT WINDOW APARe 'APPLIES T1S5& LE VENT OR, DUAL /WENT WINDOWS WITH X AND XX COtialgtiTtNS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT 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 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 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. D.L OPG 35 1/4" VENT WIDTH 37' WINDOW WIDTH SINGLE VENT wow, ` -1/8" HEAT STREN'D GLASS .090° INTERLAYER BUTACITE PVB BY 'DUPONT' `1 /8° HEAT SIREN'D GLASS SILICONE (-DOW CORNING 795 GLAZING DETAIL r SURFACE APPLIED FALSE MUNTINS-- OPTIONAL \\ © 0 J 0 3 °_ It 30 5/8° D.L OPG 35 7/8" VENT WIDTH I / / / n / II / 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 74" WINDOW WIDTH 30 5/8" D.L OPG 35 7/8° VENT WIDTH DUAL VENT WOW, MAXIMUM DESIGN LOAD RATING = + 85.0 PSF I (FOR 512E5 SHOWN ABOVE OR SMALLER) — 85.0 PSF THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. DR. HUMAYDUM FAROOQ STRUCTURES FLA. PE # 16557 C.AN. the. 1Cia�rt.E�Q. j . eZi) P. -:r:;1 Cuu¢ro1 Ry 4 c 0 .0 • 0 drawing no. W08 -08 (sheet 1 of g TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY ! -WOOD BUCK 18 d 4 • 17 Co- O LunrIM (I° o Pr I 12/1 ° eldr CID •••• • • • • • • • •• • • •IR•• • 0 • • 0 O E • •d • • > LI • • • • �• •• • • •• •• • • • • • •• •• •• • • • •• •• ■ •••• • • • • •• • • • • • • • • • • • • • • • •• i• • ▪ •• •• • z • •• • • • • nor 6 TYPICAL ANCHORS TYPICAL ANCHORS `t SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING '\ METAL STRUCTURE MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA = N TYPICAL ANCHORS j SEE ELEV. FOR SPACING J TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 2BY BUCK R D STRUCTURE to 6 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° TAPCON$ 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 INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4° MIN. SEALANTS; ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. Engr. DR. FARO= FAR0 CTURES FLA. PE # 18557 C.A.N. 3538 f JAN 2 8 2008 Approved :is complying with :h+ Florida Soltiug Cude Dale NOM •T_- flair ii• Mood I do Fraduol Couhu6 .J r 0 co 0 col J 0 PAX. (305) 593 -2074 my 5c , C4 1 J drawing no. W08 -08 (sheet 2 of 5 3/18" MAX. 1/4° MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING (i s 5 -il EID 29 k � ♦� SCREEN OPT, -- ' - S In mmne� , ;..:,1 �a.o • D • • aft • •� 13 C EXTERIOR • ML•1'AL,J • • • • • • •IfIR1SI•RE • • • • • D.L. OPG. WINDOW WIDTH 19Y oW000 BUCKS WINDOW WIDTH WINDOW WIDTH •••• • • • •• • •••••tINGLE VENT WINDOWS •• • •••• • • • • • • •• •••• 1/4" MAX. SHIMS SCREEN OPT. - -- TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L. OPG. EXTERIOR D.L OPG. VENT WIDTH i- VENT WIDTH WINDOW WIDTH DUAL VENT WINDOWS Approved] e.e C.14t11tngwdt6ebo ielnrvin 9 Ii IK C , c Daft NOM/ i7'liy�L![•L Mad Dodo Padget JAN 2 8 2008 drawing no. W08 -08 sheet 3 of 5 ) 00 ?. 4 FRAME • • • N876 2.514 • •• • • t 24E •_a• • • • • • • • • • 062 • • .392 3 • • • •••• •• • • •••• • ' • .720 ••• • • • • • • ••• • • .528 •••• • •• •••• •••• VENT • • •• • 0600• • •••• • • • • •• • • • • • • •• • ••• • • • IMPOST • • IMPOST STIFFENER 8 GLAZING BEAD TEEM PART / QUANTITY DESCRIPTION MATERIAL MANE. /SUPP1JE6 /REMARKS 1 ES5001 -5 1 FRAME HEAD 8083 -T8 - 2 ES5001 -6 1 FRAME SILL 6063 -T6 - 3 ES5001 -3 1/ VENT FRAME JAMB -HINGE SIDE 6063 -T6 - 4 625001 -4 1/ VENT FRAME JAMB -LATCH SIDE 8063 -76 - 5 ES5002 -1 1/ VENT VENT TOP RAIL 6063 -T8 - 6 655002 -2 1/ VENT VENT BOTTOM RAIL 6063 -T6 - 7 525002 -3 1/ VENT VENT SIDE RAIL -HINGE 510E 6083 -T8 - 8 ES5002 -4 1/ VENT VENT SIDE RAIL -LATCH SIDE 6083 -76 - 9 ES5004 -1 2/ VENT SNUBBERS, 2 -1/2' LONG (AT 11 -1/2' & 52° FROM BOTTOM) 6063 -78 - 10 ES1008 -4 AS REQD. GLAZING BEAD 6083 -76 - 11 521010 AS REQD. GLAZING WEDGE SOFT PVC - 12 - AS READ. FRAME & VENT ASSEMBLY SCREWS - 110 X 1 -1/2' PH SMS 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - 18 X 1/2° PH SMS 14 ES5008 AS REQD. OUTER WEATHERSTRIPPING NEOPRENE - 15 ES50658 AS REQD. INNER WEATHERSTRIPPING NEOPRENE - 18 PJS40 -SS AS REQO. CORNER LOCK - SULLWAN & ASSOCIATES _ 17 30155 2/ VENT 4 BAR HINGES -HEAVY DUTY - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - 110 X 1/2° PH SMS 18A - 4/ HINGE HINGE MOUNTING SCREWS AT VENT - 110 X 1/2" PH SMS 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8 -1/2' FROM ENDS) - TRUTH HARDWARE 20 - 4/ OPER. OPERATOR MOUNTING SCREWS - 110 -24 X 3/8' PH SMS 21 30175 1/ OPER. 13 -3/4" LONG TRACK ST. STEEL TRUTH HARDWARE 22 - 2/ TRACK TRACK MOUNTING SCREWS - 110 X 3/8° PH SS SMS 23 - 1/ VENT LOCKING HANDLE - SULLIVAN & ASSOC. 24 - 2/ VENT LOCKING CAM (AT 11 -1/2° & 50 -1/2' FROM BOTTOM) - SULUCAN & ASSOC. 25 - 2/ LOCK LOCK MOUNTING SCREWS - 16 -32 x 1/2 PH MS 26 ES5013 1/VENT LOCK HANDLE /CAM CONNECTOR - 1/4" x 1/2° ALUM. BAR 27 555011 2/ BAR CONNECTOR SCREWS - CUSTOM 28 LS- 200K -SS 2/ VENT KEEPERS (AT 12° & 51° FROM BOTTOM) ST STEEL SULLIVAN & ASSOC. 29 - 2/ KEEPER KEEPER MOUNTING SCREWS - 110 X 3/8° PH SMS 30 - OPTIONAL 5/16" BOX SCREEN - - 31 E55014 -1 - DRIFT RESTRAIN CLAMP, 8' LONG 8063 -T6 AT M1OSPAN OF VENT 32 - 3/ CLAMP CLAMP MOUNTING SCREWS - 110 X 1/2° PH SMS 33 655009 2/ VENT AND SAG SKATE, 2' LONG NYLON /CELCON M&M PLASTICS 34 - 2/ SKATE SKATE MOUNTING SCREWS - 16 x 1/2" PHSMS 35 - 2/ ASSY. TANDEM LATCH SPACER - - 38 555003 -1 1 IMPOST 6063 -76 37 655010 AS ROD. IMPOST STIFFENER 6063 -T8 Engn DR. HUMAYOUN FAROOQ STRUCTURES FL. PE # 16557 CAN 3538 ,IAN 2 6 2008 Approved 6R ea>,•ply* with the Flnrlda Raidia C. Dew NOAW �T'IIiy�iL i 4 c`J i drawing 110. W08 -08, sheet 40f 5 IMPOST CORNER VENT CORNER FRAME CORNER Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 CAN. 3538 2008 Approved u cnapkyia j with a w INA7k3 Weatap, Caic No. L X� Z ME a, ' d, 1 z O $ o0 fr o 0 pp'� W 5 4b2: b N FAX. (305) 593 -2074 C O a d O 8 y0 1 drawing no. W08 -08 sheet 5 of 5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appe Js (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2000/2050 Aluminum Horizontal Sliding Window- L.M.L APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series- 2000/2050 Alum. Horiz, Sliding Wdw. (L.M.I) ", sheets 1 through 9 of 9, prepared by Al- Farooq Corporation, dated 08/27103 with revision "E" on 06/25/09, signed and sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available forinspection.at the job site at the request of the Building Official. This NOA revises NOA;/ 08-0$714 quietist: 'of this page 1 and evidence pages E -1 and E -2, as well as approval document mtir4.tioral akre • • • ; • • • • The submitted documentation was reviewed by Manuel Perez, 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 yvvvw.miamidade.gov/buildingcode •• • • MIAMFDADE COUNTY , : • APPROVED • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • •• •.. • • • • • •• • • • • • • • ••• • • • • • • • • • • • • •• •• • •.• • • NOA No. 09- 1008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 Page 1 -- 1/8" ANN. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" ANN. GLASS 1/8" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' — 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 SILICONE DOW CORNING 795 6" MAX. HEAD /SILL CORNERS FALSE MUNTINS MAY� C APPLIED) BE USED 10 s • • •• • • • • GLASJ TYPE 'A' • • • • • • •• • • • • • GLASS TYPE 'Al' • • • • • • • • 1'r ANN. GLA691 • ••••.N0" 11411 1 g, • 'aUPONT BL4CITtiaB' • • • • 1/8" ANN. j',LASS 3 •• • • • • m • C7 • sILK% E• • DdN• CORNIt: 795 ••• • • GLASS TYPE 'B' — 3/18" ANN. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16" ANN. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'C' • • • •• •• • • •••• • • •••• • ••••2 • •• • • • tO 10 1/8" HEAT STREW D. GLASS .090° INTERLAYER 'DUPONT BUTACITE PVB' — 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'BI' I I 33 1/2" D.L. OPG. 37 5/8" VENT WIDTH D.L. OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ---5/32" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' — 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'D' -- 5/32" HEAT STREN'D. GLASS .090" INTERLAYER ' DUPONT SENTRYGLAS PLUS' —1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLASS TYPE `E' TYPICAL ELEVATION SERIES 2000 D.L. OPG. 37 5/8" VENT WIDTH U SERIES - 2000/2050 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. En9n ARStIAEI VICAR • ' PRWDtICT l81VU3.ED aasewph,o, .i16 the RAW wen Code Atcorhatcr do n Date LAMINATED GLASS LARGE MISSILE IMPACT CIVIL FLA. PE # 38863 C A.N. 3538 SEP 14 X009 8: 8 2 m 8 8 8 S o a m u 1 drawing no. W03 -75 (sheet 1 of 9 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 WINDOW .DIMS. A STD. MTG. RAIL H.D. MTG. RAIL. GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'Al' CLASS TYPE "81' CLASS TYPE 'C' GLASS TYPE '0' GLASS TYPE '41' GLASS TYPE '81' GLASS TYPE 'D' G1.45S TYPE '6' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 26 -112" 37" 53 -1/8" 74° 26° (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 7 70.0 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 26 -1/2° 37° 53 -1/8" 74" 38 -3/8" (3) 3 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 7 70.0 60.0 70.0 90.0 70.0 80.0 80.0 90.0 70.0 • 80.0 70.0 90.0 70.0 80.0 80.0 90.0 26 -142° 37'••• 8 53 -1/8" 74= • " 410-%1118" (47 3 i •7S.1..• 80.0•_ 0.0 • 70.00 90.0 90.0 70.0 70.0 80.0 80.0 80.0 80.0 90.0 90.0 4 5 • 70.0 • •7g.9: 80.0 • - 80.0 w 70.0• 90.0 70.0 80.0 80.0 90.0 7 • - • - • 70.08 90.0 70.0 80.0 80.0 90.0 26 -1 /2P 37" • 53 -1 /8P 74*. • 63° ••$)8 _ 3 _ 4 •70.0 80.0: •_ 1,011: 70.0 90.0 70.0 80.0 80.0 90.0 58.9 67.3 48.7•�r40•0 _ •••••• 90.0 88.6 - 70.0 70.0 - 80.0 80.0 - 80.0 80.0 80.0 90.0 90.0 90.0 5 ••444.6 • 7 •• _ • 24" 38� I 48'• • 60'*). 72 • • • • a • 3 "•L,-.-7/44----T30. 4 • 70.0 • 80.0 _ .0• s• • 90.0 70.0 80.0 80.0 90.0 •j• 90.0 70.0 80.0 80.0 90.0 5 . 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 870.0 80.0 • •• 90.0 70.0 80.0 80.0 90.0 7 • •7•A 80.0 • • • 10.1• 90.0 70.0 80.0 80.0 90.0 24" • 36" • 48'r • 60° 72" • • •� 3 • • •7i5.0 : 80.0 • 80.0 • 40.1 • 70.08 90.0 90.0 70.0 70.0 80.0 80.0 80.0 80.0 90.0 90.0 4 70.0 7. 5 • •70.a • 80.0 • 70.0• 90.0 70.0 80.0 80.0 90.0 6 8 S77R.S 80.0 70.0 909 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 36" 48" 60° 72° �4) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 38" 48" 60" 72" �8) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 54.2 61.9 70.0 90.0 70.0 80.0 80.0 90.0 8 7 45.1 51.5 70.0 87.3 70.0 80.0 80.0 90.0 - - 70.0 78.7 70.0 78.7 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB STD. SILL WITHOl/T RISER M STD. SILL WITH RISER LIMIT EXT.(+) LOADS TO 53.3 PSF LIMIT EXT.(+) LOADS TO 70.0 PSF HI -RISE SILL WITHOUT RISER LIMIT EXT.(+) LOADS TO 67.5 PSF LIMIT EXT.( +) LOADS TO 80.0 PSF HI -RISE SILL WITH RISER ro n STD. MTG. SAI S -2000 $T0. MTG. RAIL 5 -2050 H.A. MTG. RAIL S -2000 11.D, MTG. RAIL, S -2050 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 PS1ODIIcr REVISED Now pl71H8 with the FLorN11 Id8Y5I6 Cale 1SMJFinnce N ba IDI 3 FAX. (305) 624 -7777 N G S 5 M 6 2 8 .tl 4 r drawing no. W03 -75 We-e-1-2-73T9--) DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAIL H.U. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'Br GLASS TYPE 'A I' GLASS TYPE 'BC GLASS TYPE '0' CLASS TYPE 'D' GLASS TYPE 'Al' GLASS TYPE '131' GLASS TYPE 'U' GLASS TYPE '8' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 74" 106 -1/4" 111" 26° (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 106 -I /4" 111" 38 -3/8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 106 -1/4" III" 50 -5/8" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 • 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 • • •-• • • - - - - - 80.0 90.0 74 "• 106 -1}A" 111" • 63 "• (5) 7 ! 45.4 • 51.9 70 • • 90.0 • - 70.0 - 80.0 80.0 90.0 10 4 s - • - - 80.0 90.0 10 • 8• •-- • - • - • - - - 80.0 90.0 72" • Be • 96 "••••(Pi• 108" ••••• • 24" 7 70.0 80.0 • 748.0 • 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 l t • • 80.0 90.0 9 70.0 80.0 80.0 90.0 10 •40.0 • 80.0 ,•ie.g••90.0 ••741.G••• 90.0 70.0 80.0 80.0 90.0 72 "0 84° 961 *,,iv: 1084 • 36" • 7 •40.0 • 700 0 80.0 •790.0 7 70.0 80.0 80.0 90.0 8 • 80.0 80.0 • 70.0 •11 • • 90.0 90.0 70.0 70.0 80.0 80.0 80.0 80.0 90.0 900 9 •70.0•• 10 10.0 80.0 D 071.0 • • 90.0 70.0 80.0 80.0 90.0 7 " 84" • 96" 0 108 • 48" (4) 7 •9• 80.0 , 07.4 0 70.0 0 90.0 90.0 70.0 70.0 80.0 80.0 80.0 80.0 90.0 90.0 8 4 i 80.0 9 •70R1 70.0 80.0 • • • 79.0 •70.0 • 90.0 • 90.0 70.0 70.0 80.0 80.0 80.0 80.0 90.0 90.0 10 • • • • 80.0 72" 84" 96" 108° 60" (5) 7 • 644(t• 61.9 70.0 90.0 70.0 80.0 80.0 90.0 8 47.6 54.4 70.0 90.0 70.0 80.0 80.0 90.0 9 - - 70.0 83.9 70.0 80.0 80.0 90.0 10 - - 70.0 78.7 70.0 78.7 80.0 90.0 A NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER (1/3W) (1 /3W) (1 /3w) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH S70. SILL WITH RISER LIMIT EXT.( +) LOADS TO 53.3 PSF LIMIT EXT.( +) LOADS TO 70.0 PSF STD. RTC. RAII, 5 -2000 :Fro. MTS. RA11, 0 -2090 a.D. MTO. RxnGin. S -2000 HI -RISE SILL WITHOUT RISER 1.12 MIS 80H, S -2050 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE '81' GLASS TYPE 'C' CLASS TYPE 'D' GLASS TYPE 'AL' GLASS TYPE 'H1' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 74" 106 -1/4" 111" 26° (3) 7 70.0. 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 106 -1/4" 111" 38 -3/8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74° 50 -5/8" (4) 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 74" s(51) 7 - - - - - - 80.0 90.0 72" 84" 96" 108" 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 64' 96" 108" 36" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 72° 84" 96" 48" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 9 - - _ _ _ _ 80.0 90.0 72" 60° (5) 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 HI -RISE SILL WITH RISER LIMIT EXT.( +) LOADS TO 66.7 PSF LIMIT EXT.( +) LOADS TO 80.0 PSF A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1 /4w) 4 (1 /2w) (1 /4w) OPERATING VENTS TO BE 1/4 OF THE WINDOW W OTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DEC LARATOF(Y STATEMENT DCA05 - DEC -219 ngr: AftSHAD w0Al2 • CIVIL FLA. PE 8 3886$ CAN 3538 SEP 1 4 2009 €DUC'C REVISED 08Implying wit6.160 Priori* 8g Code N. I,,,7 .. s ■ Date • if" f lam' z O1- Q x d h el 8'4° Cart 1 ZNS 1 IOg Q6 P 0 0 COMP- ANL \W03 -75E FAX. (305) 624 -7777 8 `d d a0 0 drawing no. W03 -75 sheet 3 of 9 TYPICAL ANCHORS_ SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS -SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • •• •• •• • •• • •• •• • •• WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM 10 THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 6S1) 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 (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm a 2000 PSI MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES: W1 = 1- 13/16" X 1/4" WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END TYPICAL ANCHORS WI SEE ELEV. FOR SPACING 7 2 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES -2000 SERIES -2050 Engr: ARSHAO VIOAR. cl1Al FIA. PE # 38863 ' C.A.N., 3538. SEP 1 4 2009 PRODUCT REVISED 8 y n5 'ASIAN Ftoridp n A,ecifanse N Date z 0 tz 4 15 N a O0.aas yC LL � Z N iz so Jom 8 N N 1 0 0 n 3) 0) v0 N i g z n 0 8 t drawing no. W03 -75 (sheet 4 of 9 ) • TYPICAL ANCHORS SEE ELEVS. FOR SPACING CAS ALT. • • • • • • • 000000 • • • • • • • • • • • •• • •• • • • • • • • •• • • • • • • ALT. •••• • • • •• • •••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DAOE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS 1 2 2A 3 S 59 _ 6 6A 6B 6C ES1003 E52001 E52012 E52003 (51005 E51054 E51004 1 FRAME HEAD 6063 -16 6063 -T6 6063 -16 6063 -T6 6063 -16 6063 -T6 - 1 1 STD. FRAME SILL HI -RISE FRAME SILL - - -- _ - - - - 1 FRAME JAMB 1/ VENT FIXED RAIL (S -2000) I/ VENT FIXED RAIL (5 -2050) - 1/ VENT STD. VENT MEETING RAIL (5 -2000) 6063 -16 - ES2004 1/ VENT H.O. VENT MEETING RAIL (5 -2000) 6063 -T6 - E51052 1/ VENT STD. VENT MEETING RAIL (S- 2050) 6063 -16 - ES1053 1/ VENT H.O. VENT MEETING RAIL (S- 2050) 6063 -T6 - 7 8 ES1007 2/ VENT TOP AND BOTTOM RAIL 6063 -15 - ES1006 1/ VENT JA648 STILE 6063 -15 - 9 ES2008 AS READ. GLAZING BEAD 6063 -15 - 10 E52002 1 SILL TRACK INSERT 6063 -T5 - 11 ES2011 AS REPO. STD. SILL RISER 6063 -15 - 12 E51009 2/ VENT SPRING LOADED VENT LATCH 6063 -16 AT 8° FROM ENDS 12A SL203 2/ VENT SWEEP LATCH ZAMAK AT 11" FROM ENDS, BY INTERLOCK 128 B8 x r 2/ LATCH LATCH INSTALLATION SCREWS - FH SMS 13 ES1012 1/ LATCH VENT LATCH SPRING ST. STEEL - 14 C182519 AS REGD. FOAM FILLED FABRIC W STRIPPING - SCHLEGEL 14A W23221NG AS REOD. FIN SEAL PILE WSTRIPPING - ULTRAFAB 15 (j8 X 1" AS RE00. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 16 #8 X 3° 2/ VENT FIX. RAIL SILL SCREWS (STD. SILL END) CRS P.H. SMS 169 d10 X 4" 2/ VENT FIX. RAIL SILL SCREWS (HI -RISE SILL ENO) CRS P.H. SMS 17 W2321NG AS READ. VENT & FIX. RAIL W'STRIPPING - ULTRAFAB 18 W23291NG AS REQD. FRAME JAMB W'STRIPPING - ULTRAFAB 19 WPHL -100 2 BAFFLE - M & M PLASTICS 20 #6 X 1/2" 2/ BAFFLE BAFFLE SCREW - F.H. SMS 21 E51010 AS REQD. GLAZING GASKET SOFT PVC - 22 E52007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC - 23 E52006 2/ VENT ROLLER BRASS /ST. ST. - 24 ES2005 2/ VENT ROLLER PIN ST. STEEL - 25 - 1/ WEEP OPEN CELL FOAM PAD - 1" X 3/4° X 1" LONG 26 - 1/ VENT 5/18° BOX SCREEN - OPTIONAL 27 ES1505 - FLUSH FRAME ADAPTER 6063 -T5 OPTIONAL Engt. !y(15HA0 VIDAR CIVIL FLA. PE, 11 38863 G.A.N. .N. 538 SEP 1 4 2009 INDICT REV1ACD m,•4roTd tag *MAO FFW'Idt glitgagg Cock Kaltioulea Date 1;2 Z m Z�Z O W tV a 00 60 cc G Off, ' g 3 irg .0 f N � OHIO a z 2 8 dote II by description 3 8 8 88 ri vi O W drawing no. W03 -75 *eet 5 of 9 VENT WIDTH 1 /4" MAX. SHIM O.L.O. 1/4" MAX. SHIMS {D) HEAVY DUTY v vIBY WOOD BUCK METAL STRUCTURE - - - -- SCREEN OPT. J TYPICAL ANCHORS VA SEE ELEV. FOR SPACING • O.L.O. • _TYPICAL ANCHORS SEE ELEV. FOR SPACING• • • • • • 1/4" SHIM • MAX. • • • •• • • • • • EXTERIOR WINDOW WIDTH VENT WIDTH XO LAYOUT 0X OPPOSITE z o } g cc 0 Q n. 83 � eI a &aQg oovii 3 a N ILA 2 IO a • ••• • •• 0 wo • TYPICAL ANCHORS SEE ELEV. FOR SPACING ••• • •• • h Vp 1 BY WOOD BUCK EXTERIOR WINDOW WIDTH ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING XOX LAYQJT MLAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH _ I WINDOW WIDTH SERIES -2000 VENTS WITH SPRING LOADED LATCHES Engr•., ARSHAD WAR 'CIVIL F{A. PE # 5 36838 63 C.A.N. SEP 1 4 2009 FIRODUCT REVISED n*100 0054 with the Thrlde 16giftCod, lisfAradan #e .ff%-'3 „ c • 0 u v a i A 15 y'o�^od°o °0.300 Nredw¢t C drawing no. W03 -75 (sheet 6 of g) VENT WIDTH 01.0. METAL STRUCTURE • TYPICAL ANCHORS w. SEE ELEV. ° FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING . • • • •••••• ••1/4" SHIM • MAX. WO SAIrsECK sheer • ••• • •• • • • •• • • • • • • VENT WIOTH • • • • • •••• • •• •• • •• •• •••• •• •• —Ti • O4'T • EXTERIOR WINDOW WIDTH XO LAYOUT ox OPPOSITE VENT WIDTH WW1 mc r mnw11111• EXTERIOR WINDOW WIDTH XOX LAYOUT (0) HEAVY DUTY I/4- MAX. SHIMS e TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREEN OPT,- -• 1 I 0 p MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH ae 1BY W000 BUCK SERIES -2050 VENTS WITH SWEEP LATCHES Engn *SHAD MOAR clWl FLA. PE B 38883 CA.N. 3838 SEP 4 2009 (47IHDUCT REVWLED eaevthidyhagwith the noddy ¢ DAte / � P%Iik O 0 a O U FAX. (305) 624 -7777 O a 0 5 0 LoL drawing no. W03 -75 sheet 7 of 9 - .857 - .8103 � .837 2.063 _ .062 -2.063 .062 2.186 .813 0 { -- - 2.330 . - - - --- 1.242 -- - - .062 1.344 _ _i .062 L -,147 1 5 i . _.- - .062 (7) VENT II..__�__- -^- .930 -1 TOP /BOTTOM ._.--d 1.434 .813 RAIL 1 (AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT li 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (30S) 2648100 FAX (305) 262 -6975 COMP- ANL \wC s gI30 _ STD. MEETING 1.130 •93I0 2 66 1.130 C9; GLAZING BEAD STD. MEETING - 1.250 RAIL - -1.250 RAIL -1'421 .930 FRAME b- -1.400 HEAD SERIES -2000 SERIES -2050 2.188 -.062 949 TTT 1.122 IAll .078 760 -2.063 - -2.063 .062 .062 EEt .992 x-1.118- 1.149 Fd .868 - 1.230 - 9I,,,, 1.630 .930 1.630 873 _-- - .813 489 8 1 JAMB 250 - STILE 2 VENT LATCH O 1.250 .. SERIES- 2000 /2050 PLUM HORIZ. SLIDING WOW. (LN1.)Jfl E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 624 -7775 FAX. (305) 624 -7777 1.250 - 2.9960 " 062 =YP, • • •• • -•"•• • • • 83 • • - • • 1375 • • • • 77� 2.190 062 H.D. MEETING RAIL \_J SERIES -2000 H.D. MEETING RAIL �E<C� SERIES -2050 S00 • • • • • • • • v-� -r-V� 2.181 �{ - .994 -�{ 2.130 _ 2.268 2.113 1.675 • .500 • • •••• • - .062 2.555 FLUSH FRAME ADAPTER 11 • I • • • • • • • SILti.• • • • • 11,9i • • . • •I• • • 2.330 � • - • `1 • STD, 'FRAME 7,212 d .992 1.212 992 •1 i=8 • • • • • .282 .868 .062 - - 1.250 - FIXED SERIES -2000 RAIL 58 .062 - 1.250 - FIXED RAIL SERIES -2050 • • • • • .•9f • -.-.1.11% t.tl� • •• • • • • s -- • • 082 •TYP. • • • .969 • • • • FRAME JAMB .8 3.437 3 • ••• - -� ) description NO CHANGE THIS SHEET SPDATED FOR 2004 FOC �� g g iv g •••• .078 • I .9 =3•• .078 • • •• • 2.816 _ .500 • • .068 .046 - 450 2.500 .0 o; - 0 0 o o o n tl a o ta r 2.330 -9- @ HI -RISE FRAME SILL t t SILL RISER a m u Q c N $ s r. o y .188- .062 250 i I� ' -Emy., ARSHA0 VtOAR RA C:.N. X863' ��P 1 42009 P6 9P4JCT wino 8••pm6ngsvNh.tBe Florida C /y' / /al% .328 1° -,250 VINYL .312 1!'- "6'"ll- *WO Mao MAV.13 10 SILL TRACK drawing no W03 -75 A46a. :•- eProdestCen , t -I 21 BULB sheet 8 of 9 • • FRAME TOP CORNER • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • •••• • • • •• • •• • • • • • •• • • •••• • • • • • •• • •••• • • •• •• • • •••• • • •••• • • •• • • • • • FIXED MTG. RAIL CORNER FRAME BOTTOM CORNER Engr ARSHAD w)AR CM. FLA' PE g 38863 C.A.N. 538 SEP 14 Z009 PRODUCT REV1* meempbta&vfiA.dto EkliStag Aingtanot , 6%. P406.0 Dm* )4Pv- +1 sr„"Ft ga o drawing no. W03 -75 sheet 9 of 9 MIAMI -DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product. Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1000/1050 Aluminum Single Hung Window- L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series- 1000 /1050 Alum. Single Hung Wdw. (L.M.I) ", sheets 1 through 8 of 8, prepared by A1- Farooq Corporation, dated 07/31/03 with revision "G" dated 07/15/09, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inppactipYyat the jot sits at the request of the Building Official. This NOA revises NOA # 08- 0527.12 and consastSiy't$ispe�l snci evidence pages E -1 and E -2, as well as approval document mentioned above,. • • • • • • ••• • The submitted documentation was reviewed ly Manuel 1'ertz•P. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode • • ••• • • • • • • • • • • • ••• • • • • • • ••• • • • • • • •• •• • • • • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• NOA No. 09- 1008.05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 Page 1 1/8" ANN. GLASS .090" INTERLAYER ' DUPONT SENTRYGLAS PLUS' 1/8" ANN. GLASS SILICONE I DOW CORNING 795 l / GLASS TYPE 'A' 1/8" HEAT STREN'D. GLASS • I X090" INT•RIAI/BR• • • • •`1• * • DUPONT SAIITRYGL. PLUS' • • • • \ k • • • • • • • ••• •1 —1/8" GLASS • :'° • • • °' • SILICONE 0••• •, __ 1 D #•�•ING 795 4: m r a• ••• •• • ••'A �•�.•• ? • • .44 N • ; I • a • • • fl F'l i ! — 1 /8" HEAT STREN'D. GLASS • J •• 0"_ •� • • • •s • O r • ••! • • •• • • • • • • GLASS TYPE 'C' .090° INTERLAYER ' DUPONT BUTACITE PVB' r1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 � ••••a• •,•,•• w GLASS TYPE B • ,`.- 5/32" HEAT STREN'D. GLASS .090" INTERLAYER 11'DUPONT BUTACITE PVB' 1 I 1 /8" HEAT STREN'D. GLASS \ f \ '1 II SILICONE \ \ I / DOW CORNING 795 GLASS 1YPE 5/8' MIN. TYP. r--5/32" HEAT STREN'D. GLASS .090" iNTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLAZING. OPTIONS GLASS TYPE 'E' 10" MAX. HEAD /SILL FALSE MUNTINS (SURFACE APPLIED) I A i MAY BE USED \ _ .• i I 0) m N a 0 O 6" MAX_ HEAD /ILL CORNERS 07 11 II r~I 11 D.L. OPG. 49 15/16" VENT WIDTH 53 1/8" WINDOW WIDTH -.,. TYPICAL ELEVATION SERIES 1000 (STD. SILL) 1,1 1mK `on J 10 10" MAX. HEAD /SILL 6" MAX. 1 HEAD /SILL ! CORNERS z OI- g 4' CC 8 OW xx CY � LL po g a�3LLE SERIES- 1000 /1050 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF' S.H. /S.H. OR ;TINGLE 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 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NoT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT. MEET THE REQUIREMENTS OF 200/ FLORIDA BLDG. CODE SECTION 2003.8.4. D.L. OPG. 49 15/16" VENT WIDTH 53 1/8" WINDOW WIDTH TYPICAL ELEVATION SERIES 1000 (HI -RISE SILL) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr ARSH4G 'AQAR CIVIL FLA. PE # 38863 C.A.N. 3538 SEP J I. X1104 Wo*31 z Cvasc A .1, %mow ^b B¢pitXO00 Cate drowing no. ) W03 -56J (sheet 1 of 8 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS _ SEE ELEV. FOR SPACING 1BY / WOOD BUCK 1, o m N METAL \ STRUCTURE "11 1 MIAMI -DAOE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS _ SEE ELEVS. FOR SPACING \, TYPICAL ANCHORS SEE ELEVS. FOR SPACING • r -- • tai z WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. ULTRACON BY 'ELCO' (Fu =177 K51, Fy SS KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE re = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK t'm = 2000 PSI MIN. 10) 0 SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES: WI = 1 -1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END W2 = 1- 5/16" NOTCH AT EACH END f a 4 �� TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES -1000 VENT WITH SPRING LOADED LATCHES Enyr. ARSHAD VICAR CNIL FLA. PE 8 .385•3 C.A.N. 3538 .; F 0 1 LU09 tormucI N4.VISEX ststwnpbOxe ni+h ffm RfOW 111f44,,IOV+OC No S.ptre....s tat (sheet 3 of 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY NJ } r WOOD BUCK I 4 98 • • V••• ••• •• • • • • • ( ••• • • • • • •� • 9 •••$i • • • • •-q •••• •• • • • •• • • g. ) •• • • • • • •• • • • l'4# • • • • • z 0, OPTIONAL TO A BOTTOM LATCH • •• a,•g •••• a 0 z (, U(( � 0,1 VI W2 , • • •I• • 0 a: (5,) TYPICAL ANCHORS `- SEE ELEV. -- FOR SPACING 9A, OPTIONAL ro BOTTOM LATCH VENT HEIGHT SERIES -1050 VENT WITH SWEEP LATCHES Ergr. ARSHAO `AGAR CIVIL FIA PE 6 38863 C.A.N 3538 ',EP 0 1. 20(E P NAZ*: Itia.VI.S3,t • +8sada e c. c 2013 V' v 0 drawing no. W03 —56 sheet 4 of 8.) • • OOOOOO • • OOOOOO • • • • • • OOOOOO •••OO • • OOOOO • • •O••OO • • OOOOOO • •••• • • • • • °TYPICAL ANCHORS • • 7 •AP PAL FOR smitqp, • • • • • • • D 1/4- MAX SHIM • •*••*• • • MIAMI-DADE COUNTY APPROVED MULLION -- . SEE SEPARATE NOA ilIEN•a-AM/11111( 41= • TYPICAL ANCHORS rSEE ELEV. FOR SPACING OOOOOO •••• • • • •• • • • a • a • •vItttr WIDTH • •• •••• • OOOOOO • OOOOOO • • • • • • • • WINDOW WIDTH VENT WIDTH ITEM # PART # REQD. DESCRIPTION MATF.RIAL NIANF./SU PPLIER/REMARKS 1 ES 001-1 1 FRAME HEAD 6063-T6 ' - 2 ES1002- I 1 FRAME SILL (STD.) 6063-76 - 26 ES1101 1 FRAME SILL (141-RISE) 6063-T6 - 3 ES 1 003 ... _ 2 .. FRAME 3A548 6063-T6 - 4 ES1005- 1 1 FIXED MTG. RAIL (FOR SPRING LATCH) 6063-t6 ' - 46 ES I 051 1 FIXED MTG. RAIL (FOR SWEEP LATCH) 6063-T6 - -- _ 5 ES1004-1 1 STD. VENT TOP RAIL (FOR SPRING LATCH) 606,3-T6 56 E52004 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCH) 6063-T6 58 ES1052 1 STO. VENT TOP RAIL (FOR SWEEP LATCH) 1 6063-16 50 091053 1 HEAVY DUTY VENT TOP RAIL (FOR SWEEP LATCH) 6063-T6 6 001005 -1 1 VENT BOTTOM RAIL 6063-16 7 ES1007-1 2 VENT SIOE RAIL 6063-75 8 ES1008 -I AS 600. GLAZING BEAD 6063-T6 9 ES I 009-1 2/VENT SPRING LOADED VENT LATCH 6063-T5 AT 6" FROM ENDS 9A - 2/VENT SWEEP LATCH ZAMAK AT 11" FROM ENDS 98 #8 X 1" 2/ LATCH LATCH INSTALLATION SCREWS - FH WS 10 ES101 2 1/LATCH LATCH SPRING Sr_ STEEL - 11 Es 101 o AS RE00 GLAZING WEDGE 5000 PVC - + #8 X 1" • 20 FRAME & VENT ASSEMBLY SCREWS CRS 614 5455 12 13 ES1011 2/VENT SASH CAM CELCON - 14 43620-187 AS RECO. PILE W'STR1PPING WITH PLASTIC FIN - AMESBURY OR EQUIV. 15 43828-187 AS RECD. PILE W'STRIPPING WITH PLASTIC FIN AMESBURY OR EQUIV. I 6 - 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 BY esi 17 - 2/ VENT SPIRAL BALANCE - 18 ES1013-1 2 SASH STOP - IR 051505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL 20 - 1 5/16 BOX SCREEN OPTIONAL 1/4" MAX. SHIMS 213Y WOOD euci\<\ OR/ WOOD STRUCTURE EXTERIOR OPG. WINDOW WIDTH 4 itFOR SPACING - STYPEEICEALLEVAN. / \ \ IBY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING / 1/4" MAX. SHIM r"-"- METAL STRUCTURE -• SERIES-1000 SERIES-1050 Ent.: ARSH=.1 mar-. CIVIL FLA. PE if 38863 CAN. 3538 SEP 0 zUN is ss.' 1111404,1 **5* /a7.9 6:1453 iJ 'APP/ drawing no W03-56 Laheet 5 0( 8. TYPICAL ANCHORS SEE ELEVS, FOR SPACING/ / ALT. • •••000 • • OOOOOO • • • • • • • • • • ******* • • OOOOOO • • • • • • • • • • OOO OOOO ••OOOO •• • • •O•OO • • • •• •• • • •• • •• OO• OO OOOOO • • • •• • • •••• •••OOO • • • •• ••••• • • 000000 • • • 000000 • •••• • • • •• • • • • • • • • • • • OOOOOO • •O••OO • •• • • • • • / TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 7 - SEE ELEV. FOR SPACING TYPICAL ANCHORS MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 111111111ft MIL TYPICAL ANCHORS\ SEE ELEV. FOR SPACING 1 / 4* MAX. SHIMS A a 4 iTYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITII FLUSH FRAME ADAPTER Env: Ari SHAD VKIAR CIVIL FLA. PE • 18863 C.A.N 3538 SEP 0 1 2009 T frUVI;14'..c, tt•co,,,,t4,:n4 Oor Mew's& z Oi- $ ; 6 < 2 o cc 0 u. 8 4 aRr, 8 ootz,Et 01 J <6120) 0 a. 0 ERIES- 1000/1050 ALUM SINGLE HU FAX. (305) 624 -7777 drawing no. W03-56 siieei 6 of 8 _ • .969 .719 -- - -2.330- - --i - --I .809 - -.062 I j..._ .770 �_ '19) FLUSH -- '-2.190 '• .062 E 1.344 - 1.130 h- 1.130- - 062 2.063 AA I 1.344 } -- STD. VENT :581 SERIES .930 TOP -1050 4 ' .062 2.063 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264-8100 FAX. (305) 2626878 .813 .750 - ___. .500 44 Y... • STD. �5/ .930 VENT TOP SERIES -1000 .813 _4- _ __ II k RAIL .813 _ - ) - - !- RAIL L'-- 2.268 - -. - FRAME ADAPTER - -. -2.392 !._�' FRAME HEAD 2.186 -- - - -- �- .813 4 930 '-1.122 • +- -1.630 .930 - 1.250 .15 1.630 -• -1.130 -- 1.421 I 3 I 1.250 1___. �IIn °�} °n�II LSVLJ 2.063 I .080 2.063 1.230 I .078 - -- 2.330 q- j I 1.242 .062 - 1.4JI,00 - 062 -- . -I-562- H D VENT TOP SAJ SERIES -1000 .. _ RAIL _ H.D. �?�% .062 -< - `_ 1.562f•- VENT SERIES -1050 II TOP RAIL • •• • • • • • • (4) • VENT .760 LATCH r- E.S. WINDOWS, LLC f 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 j TEL. (305) 624 -7775 FAX. (305) 624 -7777 �,1 • - -•-! -• •••••• i • • • Vim-- 1344 - --f • (J • FRAME JAMB• • • • • •••••• • • • • • • • •• i•° -..32i • ••.�4•J • • • • • • • • • • • • • • • 3 p -.147 I .062 �Ofi2 1.250 •..-.992 -1 •-- - .062 1.250 .992 -r.1 2.113 1.675 I I{..�ll-�' 7 2. 181 .994 • • I Ii • • • • • •••• •••••• R11• • • • GLAZING .837 BEAD • - ••••i•°) I° -.250• •• • • • • (! )• o GM NG WE[jGt • • • •• •••••1 .868 •• • .949- •••� •• • •• •-t -.715 • l MEETING (.) - 1.212- RAIL SERIES -1000 (114' � 1.212 MEETING RAIL SERIES -1050 pl .813 r-` 2.188 .857 1- - .062 .930 ' -- -- ' • C O N I n � n O b ° e`o'T p _ o u O 1.250 ( .489 l �.062 ..) VENT -.--- 1.434 SIDE .813 !-� --�1 RAIL t I 1•-1.149 (6) VENT .4 BOTTOM RAIL . 0 6 2 .710 -- 2.457 • . 0 6 2 -_. - 2.502 x 3.127 _ _ c o Fi 1 o v 1 dr drawing drawing M3 - . ^, a -: - - a _== n0.- -56 - - I _ 1.335 j+ f Engr. ARSHAO V104P. Mk Fix .AN. 4 538 63 ;EP 0 1 Y.1109 PA0t5t1C0 i V1.0.17 a mar j1 with the FI trFslr TfarWMq+'.'uttr k- ec,-ea>: Mg_ I'. IA4.A5 Le' .1 Lax A rinit, it f� .814 i___ 2 FRAME --- 1.679 - - • -2.331 SILL (STD-) �- .874 P 1-- 1.679.- % "rmdret4, ,/ 2.331 - - -- -� ?• FRAME SILL (HI-RISE) sheet 7 of 8 I • • • OO Oil OO • OOOOOO • • •• • • • • • • •O•OOO •OOOOO • • • • • • • • • OOOOOO • • • • ••••O • • • • • • • • •••OO • • • • • • • • ••O••O • •• • • • •S 0s OO • • • • • •••• • •• • OO ol0 OO • • • • • • • • • • • • • 61 • ••14‘.. • •• • • • • • VENT CORNER DETAIL 2) FRAME CORNERS DETAIL Env: ARFHAD *4QAR ClvIt R.A. PE # 38883 CAN 3538 sp 0 1 Z009 FJouucr 1.1.011S4113 as ca. pt..** Cse 1.1;NIK-9 EWAN Ce-de f4,1 COMP- ANL \w03 -56E5w MIAMI -DADE AUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1500 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.1.) ", sheets 1 through 7 of 7, prepared by AI- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available hr ittspection at the job site at the request of the Building Official. This NOA revises and renews 19?OA # (S -4j1M an'd 4orls1§ts of this page 1 and evidence pages E -1 and E -2, as well as approval documenf enenUorttd:44 . . ; . • The submitted documentation was rev ewedify Manetela' ®nee P.E. MIAMFDADE COUNTY APPROVED • • ••• ... • • • • OOOOO • • • • • • ••• • • • • • • . .• • • • • • • ••. • • • .• • •• • .• • • • • • • • • • ••• •' '• NOA No. 08- 0417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Page 1 WINDOW ILh _ I • • T i mi• a _, • ▪ • • • • • *NOM WIDTH •••••• •ter — -.* •,*•• • I I • • • NDOW DTH • •• • • • • • • • • • ••••• •• •• • 00000 ••.• • • ° WINDOW W!HIM •••••• • �.e_.:•.-I • •Z • 1_ 1 • • • • ' WINDOW WIDTH { � I 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 ONES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 0 CO SERIES -1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. WINDOW HEIGHT 8° MAX. FROM ENDS 12• FALSE MUNTINS HEAD /SILL (SURFACE APPLIED) MAY BE USED 0 J 0 T -IV -- ;1 11 II I II II II II n 11 it / 11 • r // 11 11 'I II DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2 & 3: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 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 IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 1 1 1 44 3/8- D.L. OPG. 48' WINDOW WIDTH TYPICAL ELEVATION 0 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. U44LYDUN F4R000 PRODUCT Mt:VO : IT STRI FLA. PE CUR 6 iyl 557 Nv coeau ,N with ehe rforit8A C.A.N. 3538 BEILI0 Owls e No `Iss [bate Mod %vial 134 L(108 713 Prod t Coldr 1, U' ZFF F W r4 g O m 01 0. �y 1 Ce C 4Q4 Ov v v G m agr'S 00. << 0�°E 81E g J 0 n oN cv r7; L.1�g 0 P. UPDATED FOR 2004 FOC 8 61 -0 0 0 8 o ^ m 0 8 2 drawing no. W03-57 (sheet 1 of 7 z - -1/8" ANN. GLASS .090° INTERLAYER t� 1 'DUPONT BUTACITE PUB' �, ti x._._1/5" ANN. GLASS l � SIUCONE DOW CORNING 795 \ ADHESIVE FOAM TAPE GLASS TYPE 'A' • • • •••••. ••••• • • X3 /16° ANN. GLASS •••• • • • 00000 0000 �• • ••• Z' ••• • •• • • • .090° VP511,181AR %' DUPONT SENIRYGLAS • S'• • 1--3/1t° ANN. GLASS • • • • • • •••• • •• •• • tt I • •D0W CORNING i96• • • • •• •.•HESNE •••• „FOAM TAPS • •••• to •••••• 0000 000 • •• • • • • •• GLASS TYPE '8' • • 13/16° HEAT STREN'D. GLASS .090° INTERLAYER \ 'DUPONT SENTRYGLAS PLUS' 1 3/16° HEAT STREN'D. GLASS r SIUCONE DOW CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE 'C' 3/16° ANN. GLASS .090° INTERLAYER 'DUPONT BUTACITE PVB' -3/18" ANN. GLASS SILICONE DOW CORNING 795 GLASS TYPE '131' - 3/16° HEAT STREN'D. GLASS .090° INTERLAYER 'DUPONT BUTACITE WB' I-- STREN'D. HEAT STR'D. GLASS 11 SILICONE DOW CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE 'Cl' DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHOR TYPES 'A' &.'C ANCHOR TYPES 'B' & 'C' GLASS TYPE 'A' GLASS TYPES 'B' & 131"0', GLASS TYPES '01 & 'C2' GLASS TYPE 'A' GLOSS TYPES 'B' & 'BI' GLASS TYPES 'C', 'Cl & '02' WIDTH HEIGHT EXT.(+) INT.( -) EXT.(+) INT.( -) EXT.(+) INT.( -) EXT.( +) INT.( -) EXT( +) 1NT.( -) EXT.( +) INT.( -) 19 -1 /8° 26 -1/2° 37" 46° 53 -1/8" 28° 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 66.5 66.5 86.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 68.5 86,5 66.5 66.5 86.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 68.5 86.5 86.5 66.5 66.5 68.5 70.0 70.0 70.0 90.0 70.0 80.0 19 -1/8" 26 -1/2° 37" 48" 53 -1/8° 38 -3/8" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 65.2 65.2 65.2 65.2 65.2 85.2 70.0 70.0 70.0 90.0 70.0 80.0 46,7 48.7 48.7 48.7 48.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 45,0 45.0 45,0 45.0 45.0 45,0 65.7 85.7 70.0 90.0 70.0 80.0 19 -1/8° 26 -1/2" 37" 48" 53 -1/8" 50 -5/8" 70.0 70.0 -70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 _ 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 90.0 70.0 80.0 46.7 - um 46.7 48.7 46.7 68.1 70.0 90.0 70.0 80.0 38.0 36.0 38.0 - 70.0 90.0 70.0 80.0 - - 34.1 34.1 34.1 34.1 - 86.4 85.3 88.4 75.9 19 -1/8" 26 -1/2" 37° 49° 53 -1 /6" 58" 70.0 70.0 70.0 90.0 70.0 80.0 • • 70.0 70.0 90.0 70.0 80.0 85,2 65.2 85,2 65.2 65.2 65.2 70.0 70.0 70.0 90 .0 70.0 80.0 46.7 46.7 46.7 46.7 48.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 - - 36.0 38.0 36.0 _ 38.0 - - 70.0 90.0 70.0 80.0 - - - - 32.5 32.5 - - - - 83.2 72.3 19 -1/8° 26 -1/2" 37' 48° 53 -1/8" 63" 70.0 70.0 70.0 90.0 70.0 80,0 70.0 70.0 70.0 90.0 70.0 80.0 65.2 65.2 65,2 65.2 65.2 • • 70.0 70.0 90.0 70.0 80.0 - - 46.7 46.7 46.7 - . - 70.0 •• • 70.0 80.0 MI 38.0 36.0 70.0 80.0 - - 32.5 32.5 - - - - 63.2 72.3 19 -1/8° 26-1/2" 53 -1/8" 74 -1/4° 65 70.0 90.0 70.0 80.0 70.0 70.0 70,0 90.0 70.0 80.0 70.0 �� 46.7 - 46.0 38 36.0 70 0 0.0 - - 70.0 80.0 72.3 - - - - 32.5 32.5 - - - - 63.2 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) 5/32" HEAT STREN'D. GLASS .090° INTERLAYER 'DUPONT BUTACITE PVB' I 1/4° HEAT STREN'D. GLASS _SILICONE DOW CORNING 795 ADHESIVE -FOAM TAPE GLASS TYPE 'C2' r" L L NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. r, DR. NUIMYOUN FAR000 STRUCTURES FLA. PO # 16557 C 1.N. 35.38 PRODUCT REVISED as a migyteg with the ►Rnri B.+IEi;16 Celia A.epr{w see No a Etta By 13 Pmthut 3 g • O m 8 C1 8 G 0 8 9 8 9 c am 0 ro O 0 `-1 5 drawing no. W03 -57 (sheet 2 of 7 '- \ �� I t6 Jul DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES '0' & 'C' WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'B' & 'C GLASS TYPE 'A' GLASS TYPES 'B' & 'B1' GLASS TYPES 'C', 'CI & 'C2' GLASS TYPE 'A' CU BS TYPES 'B' & 131"c, GLASS TYPES '01 & 'C2' .v GLA TYPE 'A' GLASS TYPES 'B' & 'Bl' GLASS TYPES 'C', 'CI & 'C2' GLASS TYPE 'A' GLASS TYPES 'B' & '31' GLASS TYPES 'C', '01 & '02' --- WIDTH HEIGHT EXT.( +) INT.( -) EXT.(+) '1NT.( -) EXT.(+) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.(4) 1NT.( -) WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.(+) 1NT.( -) 18" 24" 30° 38" 42° 48" 54" 60' 38, 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 70.0 90.0 70.0 80.0 18' 24° 30' 36" 108' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 57.8 70.0 72.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 57.8 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.6 57.6 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 70.0 90.0 70.0 80.0 18' 24" 30" 36° 120, 56.2 56.2 70.0 90.0 70.0 80.0 56.2 56.2 70.0 90.0 70.0 70.0 80.0 46.0 48.0 48.0 48.0 48.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 80.0 48.0 48.0 48.0 48.0 48,0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.8 57.6 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 18' 24' 30' 38' 48 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 w 70.0 70.0 70.0 72.0 70,0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 .0 48.0 57.8 57.6 57.8 57.8 57.6 70.0 70.0 70.0 90.0 70.0 80.0 r""-- 1 L 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 80.0 70.0 80.0 J jL_ 4 -_ -- - _ 41.1 • 41.1 36.0 41.1 36.0 41.1 36.0 41.1 38.0 60.0 - 60.0 - 70.0 70.0 90.0 90.0 70.0 70.0 80.0 80.0 42" 48' :4. • • SO" • St 1 - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 - 360 •1847¢• 36.0 38.0 - - 70.0 90.0 70.0 80.0 • • • • 2' 397 36"• • • • •4,90 0 e s, " 4• • • • • •54' • •Qtt• • • • - W..* • 718.0 - •i0.0 70.06 900 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. fa.0 7+0 72.% 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.E 57.6 54,4,•5.$ + 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 4@i• • - • 48.0 48.$ 48.0 48.0 48.0 87.3 67.3 , 70.0 90.0 70.0 80.0 , • - 4S..11 641.1 41.1 41.1 ' - - 70.0 90.0 , 70.0 80.0 - -a} • - • - 31.0 4i�Q 36.0 36.0 , - - 70.0 90.0 70.0 80.0 • • - •••• • -• • -� • • - 32.0 28.8 32.0 28.8 - - - r - - - - - 62.2 r , 56.0 71.1 ' 84.0 -• - •18' • • '�a •••• 3a • i6i • • • 72' 42' 4___-_-____111 48' 54" 60' 710 70.0 ipi1•,40 &0 70.0 80.0 70.0 70.0 , 70.0 90.0 70.0 80.0 014, 70.0 7o.G• 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 •5=.� i 7.6 - 57136. :8.0• 5.6 24.0 57.8 48.0 57.6 48.0 64.2 - 84.2 70.0 90.0 70.0 80.0 - - - 70.0 90.0 70.0 80.0 -0- • 4114L• • - a • 41.1 41.1 - - - - 70.0 80.0 - - - 38.0 36.0 - - - - 70.0 80.0 -1 , 0, R $ 8 8 1 - - - - 32.0 32.0 - - - - 62.2 71.1 - - - - 28.8 28,8 - - - - 58.0 64.0 18' 24" 30• 36' 84" 42' 48' 70.0 70.0 70.0 90.0 , 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 57.8 57.8 57.6 57.6 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 - - - - 41.1 41.1 ° - - - - 70.0 80.0 - - - - 36.0 38.0 - - - - 70.0 80.0 .0 18" 24" 30' 40' 36' 42" 48" 70.0 70.0 70.0 90.0 70.0 80.0 70.0 " 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70,0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 c .9 0 .0 o 5 $ S 5 = II - - 57.6 57.8 57.8 57.6 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 °c 4 o - - - h. - 41.1 41.1 - - - - 70.0 80.0 - ° r_..___.., c i 0 8 n - - - - 36.0 36.0 - - - - 70.0 80.0 18' 24' 30' 96' 36" 42• 70.0 - 70.0 - 70.0 70.0 90.0 72.0 70.0 70.0 80.0 72.0 70.0 - 70.0 I - 70.0 70.0 90.0 90.0 70.0 70.0 80.0 80.0 Engr. DR. HUUAYOU'rFAh000 t L4 aE 1�U 1�8837 CAfl. '3938 rly�„r -^-" .;;�1? 4 9 )IJU P9d4)D11t r itE:Yl"sFD • complying with t10 Florid* 881(0 y C644' ' iM, BY ., �. CM�i•r;,�,,, ; - - 57.6 57.8 57.6 57.6 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48:0 - - - - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 drawing no. W03-57 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). (sheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING \ 1BY WOOD BUCK N OPTIONAL • • •••••• • • •••••• • • • •••••• ••••• • • 00000 • at I • Z • • 0000 •••• • • • ••• • • •• • • a• U7 •••• E} • x •• •••• • •••• P 4 • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL VSTRUCTURE TYPICAL ANCHORS I SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING Fn MIAMI —DADE COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 3/16` TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° MIN. PENETRATION INTO W000 THRU 18Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 3/16" TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'B'— 1/4` TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY fNTO CONC. OR MASONRY 1 -1 /4° MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREW$ INTO METAL STRUCTURES SIttL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/6' THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'C'— Put- INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY = 1 -3/8" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 1/2° MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUM COLOR SILICONE. En*: DR. HLIMAYOLI N FAROOD STRUCTURES FLA PE # 18547 C.A.N. 3538 paan:gr:. .....,'WA r. W1nr C oar PK14'inaec No ANR 0 9 Z00 U COMP - ANA \W03 A v 8 3 0 n iv I^ k drawing no. W03 -57 j (sheet 4of 7 ) I/4" SHIM MAX. ITEM PART rf QUANTITY DESCUPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ES5001 4 ,WINDOW FRAME 6083 -T5 - 2 3 ES2000 -8 OPTIONAL GLAZING STOP 50633 -16 - ES5002 4 FRAME COVER (OPTIONAL) 6083 -T5 - - 4 #8 X 1° AS REDO. ASSEMBLY SCREWS CRS PH SMS 5 8 - 2/ ism etIMG BLOCK NEOPRENE 7/18" X 3/16" X 3 -1/2° LONG ES2000 -10 OPTIONAL GLAZING GASKET SOFT PVC - _ 7 651505 - FLUSH FRAME ADAPTER 5063 -T5 OPTIONAL 1/4° SHIM 0 • w • 000000 • • 000000 • • • 000000 ••••• • • 00000 • • •••••• • • 000000 • • • 000000 TYPICAL ANCHORS SEE ELEV. FOR SPACING •• •• • J ••••i • s• • •• •••• • • • • • • • MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS J SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr. DR. HUMOUR FAROOQ STRUCTURES FLA. PE 6u 18557 CAN. 3538 PRODUCT REVISED sectimplyingwitb the Florida Saida Code value R• - - a< 06 Date ►itPil, . ,• 13 i ay 3 i ?Qflii o. O U J z ° K1 . V/ Q Li 7 to 0C1'r p 11 0 a O N < -j 141 FO FAX. (305) 593 -2074 10 02122:4 o< m U D n n 1 O_ drawing no. W03 -57 (ineet 5 of 7 ) 1.000 .813 -2.330 .621 FRAME .500 .837 r -.082 -I I- =-.147 • • • CL � I1IC. OP (0/41 IAJ1.I • • • • --j .733 I--- • ••••••I •••• •4x711• • •0 7 • •• • • .045 -• I-• • • •••• .868 I.• •• • • •••••• • • •••• MADE COVER (01,11I8NA4.) •••••• •••• • • Iy�¢r..345••• .543 11151 I�1- .250 BULB VINYL (OPTIONAL) • •• • • • • • • • • • • •• • 1/4" MAx. • • SHIMS a a ALT. FLUSH FRAME ADAPTER 0.142- .125 ALUM CORNER LOCK (6063 -T5) • • • • • • d TYPICAL ANCHORS SEE ELEVS. FOR SPACING 7 i ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. tiii �Y1�1 tirgtmsti TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: OR. HUM?YWJN FAR000 STRUCTURES FLA. PE / 18557 CAN. 3938 1..4ODIiC:1 RIVISF.D as eotalOyinR »ith the Florida GuPdistaCutte Aoseptancs No Ittste ffl 0 c v i a rif i N V O 0 0 n iv s $J t ) drawing no. W03 -57 (sheet 6 o • • • • 000000 • • • • 000000 • • • • 1111••_• • 1111 • • 11 • • ••• • 1140 • •••••• 11. • • • • • • • • • •• • • 11.11••• • •••• • • •••• • • • RECT. OR SQUARE WINDOWS ALUM STRAP W/ (4) SCREWS --i AT EACH STRAP i ALUM STRAP AT (EACH LEGS RECT. OR SQUARE WINDOWS J(4STRAP EWS AT EACH STRAP TYPICAL CO. ILliit LSER DET ER D AIAIL ALUM STRAP r w/ (4) SCREWS AT EACH STRAP ALUM STRAP W/ (4) SCREWS AT EACH STRAP ALUM CORNER LOCK W/ (4) SCREWS- - AT EACH SIDE CIRCULAR WINDOWS Engr. DR. HUMAYCAIN FAROOg STRUCTURES FLA. PE # 16557 CAN. 8k0,bVCT REVlSFD 01 euv piying with the Florida '6 gdtrk Code No D It N 0 v g i a } yL m O 0 O rB drawing no. W03-57 (sheet 7 of 7 MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov /buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 4000 Aluminum Sliding Glass Door —LMI APPROVAL DOCUMENT: Drawing No. W03 -100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by A1- Farooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exterior (positive) design pressure are limited to +70 PSF w / 2 -1/2" sill & +80 PSF w/ 3 -1/4" sill LABELING: Each unit 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 inspectipp 44 lite sit at the,reggst of the Building Official. This NOA revises & renews N4A # 08.0421.03 coniisis IV this page 1 and evidence page E -1, as well as approval document mentioned above. • • ' ' • ' ° " • The submitted documentation was revieived.liy Ishaq I LCWianda, P. E. vvi" ••• • •. • • • • • • •• •• • • ••• • • • • ••• •• ••• • •• • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • • • • •• • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • NOA No 09- 0210.07 Expiration Date: March 18, 2014 Approval Date: April 01, 2009 Page 1 • • • • •• • • • • • • • • • • .• • • • • • •••• •• •• • • • • • • • •• • • • •••• • • • • • • • • •• • •••• • • • • •••• • • • • • •• • • •• • • • • •••• • • • • •••• 192" MAX. 6° MAX. HEAD /SILL CORNERS 15" MAX. HEAD /SILL 1. 1I111 - r -J DOOR WIDTH CLUSTER OF ANCHORS AT HEAD /SILL (STILE LOCATIONS) SEE DETAIL ON SHEET 3 .SERIES -4000 ALUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. 49 1 /16" MAX. PANEL WIDTH 43 11/16' MAX D.L. OPG. 49 5/16" MAX. PANEL WIDTH TYPICAL, ELEVATION TESTED UNIT 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. I DOORS GLAZED WITH LAMINATED GLASS RATED FOR ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS I LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. ( G� PRODUCT RENEWED to emptying with the Florida BMWs Co Ampteneee No 47-02/0 .0 7 Expiration Date 4. L,t At 2.0 t L( ( 4 By tl t. L-1.iA K �. Miami Dark Product Contort Dicit.ioa Engr: 0R. HUMAYOLN FAR000 STRUCTURi S FAA. PE # 16557 C.A.N. 3536. 3 0 2009 z m COMP- ANL \W03 -I CC an • • 0m ti FAX. (305) 249 -0842 I drawing no. W03 -1001 i sheet 1 of - -3/16" H.S. GLASS _.090" INTERIAYER 'DUPONT SENTRYCLAS PLUS' \ v---3/16" H.S. GLASS • • • Z • * SILICON! • • • 00W CORNING 7913 • • • 3/16- H.S. GLASS .090" INTERLAYER 'DUPONT SUTACITE PVB' r -3/16" H.S. GLASS • • • to • •••• • W• • F •••• o N • !•••f ',...•(s5 • W •• s�•.••f 1ION, • \.0'• AI \ • • ,•\• 0 ' •0 0 tJ ••)•••• •al\,�•i •\ ' • ••W /:I • • • • • • ` / • • • • \ • • GLASS TYPE itii • • • SILICONE DOW CORNING 795 XO (SHOWN) OX XX OXO (sHOwN) XXX GLASS TYPE 'H' - -5/32" HEAT STREN'D GLASS '` .090" INTERLAYER 'DUPONT BUTACITE PVB' r1 /4" HEAT STREN'D GLASS SILICONE az N j W / GLASS TYPE 'C' SEE SHEET 3 FOR XO OR XX 000RS WITH HEAVY REINFORCING DESIGN LOAD CAPACITY - PSF (ALL CONFIGURATIONS SHOWN ON THIS SHEET) GLASS TYPES A', 'B' OR 'C' PANEL WIDTH 0009 HEIr,HT NO REINFOR'G MEDIUM REINFOR'G HEAVY REINF'O INCHES wcHES EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 30 70.0 80.0 70.0 80.0 70.0 80.0 ' 35 70.0 80.0 70.0 80.0 70.0 80.0 42 80 - - 70.0 I 80.0 70.0 80.0 48 - - - - 70.0 80.0 54 - _ - - - 70.0 80.0 30 - - 70.0 80.0 70.0 80.0 36 - - 70.0 80.0 70.0 '; 80.0 42 96 - - - - 70.0 80.0 48 - - - - 70.0 80.0 XOXXOX (SHOWN) XXX (SHOWN) OXXO APPROVED CONFIGURATION XX XO (SHOWN) XXXX USE SCHEDULE 'A' (SHEET 3) FOR ANCHORS ON ALL SIZES THIS CHART. PRODUCT RENEWED as complying with the Florida Htddfng Code Acceptant No -C47/6,0 7 Expiration Date Ma e/ p 2p /tr Bp IO,tw ` ¢:stn7 -L NtfataiDwk Division NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E)300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Enqr Oft. HUWAYOUN rAR000 STRUCTURES FLA. PE 1 16557 C.A.N. 3538 JAN 3 0 0009 SLIDING GLASS 0 (n Lai U 0 ml� 0 yo 0 P_ 5 W drawing no. W03 -1001 sheet 2 of 8) 6" MAX. TYP. HERO /SILL CORNERS • • • • • • •• 72" DOOR WIDTH CLUSTER OF ANCHORS SEE DETAIL BELOW i.L • • • • 110 dj • • • • • • •• •••• • • • • •• • •• •• • • • • • • •• • • •• ••••; ^\ •• • �) 1 •• \•-) 1. 31 3/8" D.L. OPG. 37° PANEL WIDTH TYPICAL_EI EVATION OX APPROVED CONFIGURATIONS 0 SEE SHEET 2 FOR DOORS WITH MEDIUM OR NO REINFORCING DESIGN LOAD CAPACITY - PSF (OX OR XO ONLY) GLASS TYPES 'A' OR '11' SUBSTRATE HEAVY REINF'G (SEE DETAIL SHEET 5) PANEL WIDTH W000 SCHEDULE 'A' SCHEDULE 'D' NOMINAL DOOR HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) INCHES INCHES 30 1/4" ANCHORS 80.0 103.0 80.0 103.0 36 80.0 103.0 80.0 103.0 42 80 80.0 103.0 80.0 1 103.0 45 80.0 103.0 80.0 103.0 30 80.0 103.0 80.0 103.0 36 96 80.0 99.9 80.0 103.0 30 80.0 103.0 80.0 103.0 100 36 80.0 95.0 80.0 103.0 THE SHOWN EXT. 1 +) LOADS REQUIRE 3 -1/4" SILL HEIGHT (OTL. 81 ON SHEET 4). REDUCE EXT. (+) LOAD CAPACITY TO +70.0 PSF IF 2 -1/2" SILL HEIGHT IS USE0 INT. ( -) LOADS REMAIN UNCHANGED. L ANCHOR CHART SUBSTRATE SCHEDULE 'A' SCHEDULE '9' W000 HEAD SILL --JAMB 1/4" ANCHORS 5/16" ANCHORS 1/4" ANCHORS 1/4" ANCHORS 1/4" ANCHORS 1/4" ANCHORS CONCRETE - HEAD SSLL 1 /4" ANCHORS 5/16" ANCHORS 1/4" ANCHORS 1/4" ANCHORS BLOCK JAMB 1/4" ANCHORS 1/4" ANCHORS NOTE: ALL CLIP ANCHORS > 1/4" DIA. (ITEM #10) MULLION ANCHORS - >)12 SMS (NO SHIM SPACE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05 -DEC -219 6" RETAINING CLIP AT HEAD & SILL :1 mover RENEWED • l the rhW , lt EXp e DMston 2" DETAIL CLUSTER OF ANCHORS AT STILE END$ Env.. DR. 1ILMAYOUN CAR000 STRiK:TURES FLA PE B 16557 CAN. 3538 JAN 8 0 2009 0 3 0 0 FAX. (305) 249 -0842 c vro 6 z • R C 3 0 0 U 8 8 5 �yLL� 0 § -3 drawing no. ' 'OW03 -100 (sheet 3 of 81 3/4" MIN 9/16" MIN. TYPICAL ANCHORS 1/4" DIA. —. 3 PER CLIP TYPICAL ANCHORS IN PAIRS 1/4" ANCHORS USE SCH. 'A' \ 5/16" ANCHORS USE SCH. '8' \ SEE ELEV. FOR SPACING a 1BY WOOD BOCK • I • • •••• • • • ••1••• • •1••j•• •••• • •••• • 1 • • }•••• • •••• O H L f• 1 • l• ••• • 1•• •• 0 a • 0 • • w •• • ••• • 1 •••} 6Y° a TYPICAL ANCHORS 1/4" DIA. - 3 PER CLIP d TYPICAL ANCHORS 1/4" DIA. --�„ 3 PER CLIP TYPICAL ANCHORS IN PAIRS 1/4" DIA. USE SCH. 'A' �\ 5/16" DIA. USE SCH. \SF"E(( \ELEV. FOR SPACING ds Q. i411 TYPICAL ANCHORS 112 SMS OR GRADE 5 505 3 PER CLIP TYPICAL ANCHORS 1/4" TEKS OR GRADE 5 SDS� 3 PER CLIP s. °a HIGH STRENGTH GROUT �\ NOT BY E.S. WINDOWS MUST TRANSFER SHEAR ° WI LOADS TO STRUCTURE PICAL ANCHORS IN PAIRS 1/4" DIA. SEE ELEV. FOR SPACING MIAMI –DADE COUNTY APPR'D MULLION STEEL = 1/8" THK. MIN. ALUMINUM = 1/8" THK. MIN (6063 –T5) SEE SEPARATE NOA 111 TYPICAL ANCHORS IN PAIRS #12 SMS OR GRADE 5 SOS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS 1/4" TEKS OR GRADE 5 SDS EE ELEV. FOR SPACING METAL STRUCTURES A TYPICAL ANCHORS 1/4" DIA. 3 PER CUP TYPICAL ANCHORS IN PAIRS 1/4 DIA. SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" OR 5/16" DIA, ULTRACONS BY 'ELCO' (Fu "177 K51, Fy=155 K51) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC, OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/5" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) j112 SMS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ") (NO SHIM SPACE) MIN. EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = SEE DETAIL (A) INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. MASONRY Em = 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES: W1 = 1-.3/4" WEEP NOTCH AT EACH END W2 = 3/4" WEEP NOTCH AT EACH END W3 = 3" X 1/4" WEEP HOLES AT 2" FROM EACH END Engrg H�IMAY0TH F5R0013 STRUCTURES FLA. PE # 16557 CAN. 5538 -';-1511-0 3 6 2009 PRODUCT RENEWED as complying with the Florida Bidding Cede Aecephinee Expiration Date /)( /)( ilf Mod t Conhei FAX. (305) 249 -0842 ul 8 a� 8 8 P -8805 1_ [drawing no. W03 -100 (sheet 4 of 8; = u n=, 1 E B 2BY 'DOD BUCK ■ `,FIX. PANEL ON OUTSIDE TRACK 1/4" MAX. SHIM 110 X 1/2 PH SMS r 2/ CLIP / OPTIONAL • ••• • •••• • • • • •••• • • • • • • • • •• •• • • D.L. OPG. • • • 11- •-•-• ---- • • • • • ellsTYPICAL • • • • a .. . • ANCHORS IN PAIRS ,•Ii Ilia• •••• •EE ELEV. FOR SPICING • • • •• • • •• • • • • •••• • • • METAL STRUCTURES 1/4" MAX. 1 � o • • •••• I` CFIX. PANEL ON tINSIDE TRACK SHIM 9 15 DOOR WIDTH INTERLOCK STILES r�l 25; 0 PANEL WIDTH D.L OPG. (F:I SCREEN OP1'L - -- s ASTRAGAL STILE EXTERIOR DOOR WIDTH INTERLOCK STILES TYPICAL ANCHORS IN PAIRS 1/4" DIA. -i SEE ELEV. FOR SPACING r 1/4" SHIM D.L. OPG. PANEL WIDTH 1 TYPICAL ANCHORS IN PAIRS 1/4" DIA. SEE. ELEV. FOR SPACING HEAVY REINFORCING AT INTERLOCK & ASTRAGAL STTLF.S D.L. OPG. 27 rH 1/4" MAX. SHIM TYPICAL ANCHORS IN PAIRS A. /SEE ELEDV. FOR SPACING A 111111— L11 �_� 14 !ii oa N Enq .. DR. HUMAYOUN F:44000 STRUCTURES FLA. PE 1 16557 C.A.N. 3538 JAN302003 a PRODUCT RENEWRD Dahlia Ci dawith the Nod& Acceptance N•♦ - • .?•T Expiration Data - ay 4141 D1YISTna z a M o d a Q8 a p 0 wen o a'a4 ?°gyp 00 c3 4 u• . LL z:-; �J + i 612 c-_— . - CD (SERIES -4000 ALUM Net w < D m 3NMo D ~ M 43 z Z L ui Vi °g N N g FAX. N } 0 9 a 8 8 8 9 s 0 V 9 8 o o a Q m U 0 8 8 n I - 8 is drawing no. W03-1 00j [sheet 5 of - E; • • • • • •• • • •• • •• •• • • • • • • •••• • • •••• INTEJ& C'j{•STILES • • f31 • 3 • • •• • • •• lN OR:1 •••• Ar - IC -- • • MEDIUM REINFORCING AT EXT. INTERLOCK & ASTRAGAL STILES • ASTRAGAL STILE (D) r ;SCREEN OPTL- - -- NO REINFORCING ITEM PART 8 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ES- 4001 -1 1 1 FRAME HEAD 6063 -T6 - 2 26 3 4 ES- 4002 -1 STD. FRAME SILL 6063 -16 6063 -16 6063 -T6 6063 -T5 6063 -T5 6063 -T5 6063 -T5 - - - ES- 4003 -1 ES- 4004 -1 1 1 2/ PANEL HI -RISE FRAME SILL 'FRAME JAMB - - TOP AND BOTTOM RAIL 'LOCK STILE 5 5 ES- 4005 -1 ES- 4006 -1 AS REOD. AS REQD. - - ;INTERLOCK 7 8 ES- 4007 -1 ES -4008 AS REOD. FEMALE ASTRAGAL - AS REOD. •TOP & BOTTOM RAIL STIFFENER 2/ PANEL PANEL GUIDE (TOP ONLY) 6063 -T6 CELCON - NOT SHOWN 9 10 ES -4009 ES -4010 2/ PANEL RETAINER CUP, 6" 1.0NG 6063 -T6 - - 13 ES -4013 AS RE00. GLAZING WEDGE 14 ES -4014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE - 14A ES -4019 AS RE00. AS 14E00. SILICONE STOP NEOPRENE - 15 16 823241511 STILE & JAMB W'STRIPPING - GLASS PANELS, ULTRAFAB GLASS PANELS, ULTRAFAB 0266470K AS REOD. TOP RAIL W'STRIPPING - 17 ES -4015 AS REGD. , BOTTOM RAIL W'STRIPPING VINYL GLASS PANELS 19 19A fl10X1 -1/4" PH SMS 8/ PANEL PANEL ASSY SCREWS - GLASS PANELS #10X1" FH SMS 2/ CORNER FRAME ASSY SCREWS - - 20 TA -35 -1935 -4281 2/ MOV. PANEL GLASS PANEL ROLLER ASSY. ST. STEEL 1 -1/4" 0.0. WHEELS 21 110X1 -1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS - GLASS PANELS ONLY 23 2300 -IOSS 1/ MOV. PANEL MORTISE LOCK ST. STEEL - 24 - 2/ LOCK LOCK INSTALLATION SCREW - #6 -32 X 1/2" FH MS, ST. STEEL 25 537 1/ LOCK LOCK STRIKE PLATE PLATED STEEL - 26 #10 PH SMS 2/ LOCK STRIKE PLATE MOUNT. SCREW - NOT SHOWN 27 #6232 1/ LOCK INTERIOR AND EXTERIOR PULL - (3) p6 -32 X 1/2" FH MS, ST. STEEL _ 28 29 ES4028 AS RE00. SILL RISER 6063 -15 - ES -4017 2/ PANEL FIXED PANEL CUP (OUTSIDE PANEL) 6063 -15 - 29A E5 -4020 2/ PANEL FIXED PANEL CUP (INSIDE PANEL) 6063 -15 FOR 060 DOORS 30 31 810X1/2" PH SMS 2/ CLIP AXED PANEL CUP FASTENER - - - AS REOD. 1/4" X 1 -1/2" REINFORCING BAR STEEL - 32 - AS 61043. 1/2" X 1 -1/2" REINFORCING BAR STEEL - 33 P38024FK AS RE00. 3" LONG SELF ADHESIVE PILE PAD WOOL AT HEAD AND SILL 34 - 2/ SIDE BUMPON NEOPRENE - PRODUCT RENEWED as complying With the Florida Balding Cade Acceptanee No 011Q.C7 Expiration D/ V Hy Miami Dade' udactControl Division Eagr: 0R. HUMAYOUN FA9000 STRI ICTURES FLA. PE 5 16557 C.A.N. 3538 JAN 3 0 2009 o; 8 4000 ALUM SLIDING GLAS N N cst N IW� a os i 0 0 0 m 0 0 w "-4 1 b , : 3 o ; n v 8 I i $ 1. drawing no. W03 -100 (sheet 6 of 8 CO SMS 2 PER LEG FIX. PANEL CLIP 2" X .090" ALUM ANGLE NOTE: FIX. PANEL CLIP USE INTERLOCK & ASTRAGAL 3/4° % 2" X .090° REINFORCING AS PER ALUM ANGLE TABLE ON SHEETS 2 & 3 • • • 1 • 1. f...1. • • l; • .I, • • • ft, • • • • like • •••• ••• •e• • i� • • • • FIX. PANEL CLIP -3/4" X 2" x .090" ALUM ANGLE PO WS 2 PER LEG .XOXXOX CONFIGURATION PRTibifcT RENEWED a compb'ing with tae Fierida Wang Code Z/p Q% Acc ptiuceNa07 -r� £ spkatl.• Daft .> Engr. 05. HUMAYCU"I FAR004 STRUCTURES FL& PE 9 16557 CA.N, 3538 JAN 3 0 2009 o' 4 � �J drawing no. W03 --100 `sheet 7 of 8l, 4.249 -1.550 .062 -.062 .870 1.250 1.124 • 1.530 1) - -1.812 - -- 4.311 FRAME HEAD 2.875 LOCK STILE .344 �I -- -- - 2.750 - 1.875 082 .125 r STEEL CHANNEL 667 - 094 _E 2.690 -- 1.385 - 29) OUTSIDE PANEL FIXED PANEL CLIP 0 0 I 0 ZJ a. 0 0 ASTRAGAL REINFORCING .078 1.317 1 .500 I- .a • • • • .813 • 8). RAIL STIFFENER • •d • • • •I • • •- 01.530r • • • •••1•?74 • + I 062 _• •• _i•• •••• • •• • • •, •• l •••• 3560 •r „•i38 • ••I • •• - •062•• • ••• • • • • • 2.4119 • • •• •••1.374 • • - • • •••.1 1.687 ••• •• 875..•• •• • �• • • • • • • • • • • � �-I .. • _•.• � •..• • • • (4 • •� PANEL TOP /BOTTOM RAIL L.l FRAME JAMB 9 .812 L INTERLOCK STILE 3.313 1.385 1.5➢0 1.L I 31) `) INTERLOCK REINFORCINGS FRAME TOP CORNER 1.610 3.155 1.879 PRODUCT RENEWED I�f�1l Raeataptykagwlfh the Florida Willem Code e0Na �..1•i/0•6 E1 ItIa 8t S6a.0, Cmntrrd Z8Msf*R 1.499 1.812 1.812 - -- (5_ ASTRAGAL STILE 2.500 STD. 3.500 HI -RISE 2.250 1.550 .046 4.249 FRAME SILL SILL RISER .875 2.183 --•y FRAME BOTTOM CORNER 125 1 500 .050 2.035 2.246 .810 PANEL CORNER Engr. U4. NUHAY0UN FAR000 STRICTURES FLA. PE B 16557 C.A.N. 3538 -- -1.972 -1.418 ^1 RETAINER CLIP SCREEN TOP /BOTTOM RAIL SCREEN STILE JAN 3 t) 20019 . $ 9 9,5 drawing no fl W03-100, (sheet 8 of 81 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, LLC 10653 N.E. Quaybridge Court Miami, Fl. 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375-2902 FAX (305) 372 -6339 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3000" 8'0" Outswing Aluminum French Doors w/ wo Sidelites - L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -51, titled "Series -3000 Alum Outswing French Doors (LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 06 /10/04 and last revised on 08/14/09, prepared by At- Farooq Corporation, signed and sealed by Arshad Vigar, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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 oiiliis'eiiirr ISOO'shail IIe pfo'vided to the user by the manufacturer or its distributors and shall be available a`or •in:p ictibn:at they bb site at the request of the Building Official. This NOA renews NOA No. 0'b-4 228,09 am! consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documen,titiml, yr,as revjryvq,d„ay Jai> D.Gascon, P. E. • • • • • • • • • • •• • •• • • • • • • • • • • . • • • •• •• • • • • • • • • • • • • • • So" o°I ••• • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •. •• NOA No. 09-0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 Page 1 ADDL. ANCHORS REGD. INTO OR THRU WOOD BuCK 144' FRAME WIDTH liWIIVRIJ UNLT 6" MAX. TYP. 34 5/8- 66;3/4- 34 y/8 - HEAD & SILL *-... ''.... ,. FRAME HEAD & SILL . FR. HEAD & SILL 12 . SURF) MAY 4 HEAD/SILL CORNERS ( ...A.,) „,,, I IL i ,, I —... I,' C ) ■ MAX. II----11 ' • (1 1 1 I I 1 I ...1!<.' ....,,, r. 0 , al : ••••• to S• " ' F II '---- -111- • , •••• • ' 1.48 • • - '' • ' ■ G > i ■ ,..../ 1 / I .., • I 11/.. IV • 2 " ' ••. I . .i../. , ..1,,/, ''''./ . . .- ..;/, . i 2 • •••t• • , - • : • II-Vft ,, 6 a • R,- Er. • .--.6.• • Olt • -1 °II • • __. • • ,•‘: , • ,, •• •• - -- - - -if 614 • 1 • LI •••• • IT • • • " •••• I: 1; „, • , • • .13) _. o 1 \ 1 1 \i 1. 1 J 1 -'' \ ; \ \ -, ,c) \ / / , ■ z z.. 1, I , / / 1 ,,..4,1,,,. 11 11 1, 1, •• ••••• 0---ftrm ..a. • ft aft • • • \I / • •••• 1 30 1/4° D.L. OPG. 34 1/4" _._ ....__. I 26 1/16" 12" I 30 1/4" O.L. OPG. 34 1/4" —..._ ....--.. 1 D.L. OPG. " 34 I 1 /16" . _._ ....__ . SERIES-3000 ALUM OUTSWING FRENCH DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 10 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 IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLOC. CODE SECTION 2003.8.4. ADDL. ANCHORS REOD. INTO OR THRU WOOD BUCK - - INSTAU_ATIONS ONLY CE APPLIED MUNTINS E USED 4 6" MAX. TYP. HEAD/SILL CORNERS a, 0 TYPICAL ELEVATIONS TESTED UNITS 71 3/4." FRAME WIDTH 68 3/4° FRAME HEAD & SILL • 12" ; 1 a._ (1 11/ 1 lv / ID 0 26 1/16" D.L. OPG. 12" MAX. NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. Env, APSHAD VICAR CIVIL F. PE # 38863 C.o.14. 3548 AUG :t 4 L009 with the Sonde. PkOdhOUCT Itt.:NE'ATD vs m 11'1 130ytehlieut Ohie T.!: -0' Expi Minhemiisi.atte educe Conit 4:114. a -o 8 88 2 5 8 2 8 8 2- 1-i•:(1 • •• '7I 8 drawing no.1 W(34-51j (sheet 1 of 7 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITHOUT SIDELITES GLASS TYPE 'A', 'D'. 'C' OR '0' MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN BELOW OR SMALLER) - 80.0 PSF FRAME WIDTH •• (x) • • • • • • • •••• • • • FRAME WIDTH 1 -r • f• •• •• H1:1uR:•• •• • ••• LrE OPG. ••••• • • • S•4R0&I D HI- PROFILE NOMINAL HEIGHT • E RAME HEIGHT �A HEIGHT ITT M R•AP BOTTOM RAIL OM • • • • • 79 -3/4" 77 -1/4" 69 -1/16" 65 -5/16" FA, • 95 -3/4" • 93 -1/4" Ill 711. 81 -5/16" WID 1 `+••• •e•• 0 NOMINAI.•IADTH FRAME MA" LEA, WIDTH OYLIjE 2/•••••• 31- 1 /2 "••R8r- 11/16" 281-1/16" 3/0 (X) 37 -1/ '••� 1/16° 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 -1/16" (0 ) DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WIDTH FRAME HEIGHT GLASS TYPE 'A'. 'R'. 'C' OR '0' INCHES FT. /NN. EXT. ( +) NT. ( -) 36 8/0 70.0 80.0 _ -� 39 7/0 70.0 80.0 42 6/8 70.0 80.0 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SIDEUTES SIDELITE WIDTH INCHES FRAME HEIGHT FT. /1N. GLASS TYPE 'A'. 'B, 'C OR 'D' UNREINFORCED MULLION REINFORCED MULLION EXT. ( +) INT. ( -) EXT. ( +) I INT. ( -) 24 '% 70.0 1 80.0 70.0 80.0 27 70.0 80.0 70.0 80.0 30 70.0 80.0 70.0 80.0 33 6/8 70.0 80.0 70.0 80.0 36 / 70.0 80.0 70.0 80.0 39 70.0 80.0 70.0 80.0 42 70.0 60.0 70.0 80.0 24 70.0 80.0 70.0 80.0 27 70.0 80:0 70.0 80.0 30 70.0 80.0 70.0 80.0 33 7/0 70.0 50.0 70.0 80.0 36 70.0 80.0 70.0 80.0 39 70.0 80.0 70.0 80.0 18 70.0 78.9 70.0 80.0 21 70.0 74.8 70.0 80.0 24 70.0 I 71.1 70.0 80.0 27 8/0 67.9 67.9 70.0 80.0 30 65.0 65.0 70.0 80.0 33 62.4 62.4 70.0 78.9 36 60.1 60.1 70.0 76.0 NOTE: FOR DOORS WITH SIDELITES USE SIDELITE RATING TO QUALIFY DOOR & SIDELITES. SIDELITE WIDTH OVERALL UNIT WIDTH (OUW) x 2 SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. UNREINFORCED MULLION REINFORCED MULLION (x0) (Ox) E NN i � F 1 / i \ � \.. '% ':; :;\ \ !'i \ (e) n \ / / 6 '-0-' \ / Imi - 4 SIDELITE WIDTH DOOR WIDTH OVERALL UNIT WIDTH (OUW) SIDELITE WIDTH = OUW - DOOR WIDTH ( O8X ) ( 860 ) ( 080 ) ( oxxo ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Env: ARSHAO V10AR FLA. PE 38863 CAN. 3538 AUG 1 4 2009 1s cot,- {.'.giro; with the Florida 3midL 7 C ;:L: 4cccg °.a:c. ldtO -Ill. emir ry U - 17:437n1. Division aduct Conav 6°zd/4- 0 th n n tat. 0 al G �mS1° 0 °1 F.; v;13 65 5 v 0 c g I ° u d � Is l $ • drawing no. W04 -51 (shet 2 ot 71 4 i ii \ \ \ \ \ \ (e) n ( oxxo ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Env: ARSHAO V10AR FLA. PE 38863 CAN. 3538 AUG 1 4 2009 1s cot,- {.'.giro; with the Florida 3midL 7 C ;:L: 4cccg °.a:c. ldtO -Ill. emir ry U - 17:437n1. Division aduct Conav 6°zd/4- 0 th n n tat. 0 al G �mS1° 0 °1 F.; v;13 65 5 v 0 c g I ° u d � Is l $ • drawing no. W04 -51 (shet 2 ot 71 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y / WOOD BUCK I METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING (c1, • • • • •• • • • OPTIONAL TRIM • FAX. 1/2' MIN. THROW BOLT PENETRATION INTO SILL L1 Engr: ARSHAO v10A�� CIVIL FLA. PE j 38863 C.A.N. 3538 3/16° X 1 -1/2° .� WEEP SLOT J 1 /SILL AT SIDELRES `TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNIT 3/16' X 1 -1/2" WEEP SLOT 2/ SILL ,AT XX DOORS 1/ SILL AT X DOORS TYPICAL ANCHORS SE's ELEV. FOR SPACING OPERABLE UNITS HI- PROFILE BOTTOM RAIL APPLICABLE TO STATIONARY AND OPERABLE UNITS r BUG :1 4 20O9 PRODUCT RENEWED nsr r1vizr. willIttao Plorida L`y.2in2 Ac.p mc, i; AIR I- Miand i ade Product Canty Oivl::ion 4- T drawing no. W04 -51 Lsheet 3of 7 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING • 2BY *000 BUCK �, OR \W00D,STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • •• • • • • • • • • • • • • • • • • • • • •••• •• •• • • • • • •• • • • •• • •••• • • • • • • • • •• •••• 9 ui • • • •••••• • •••• • • • • • •• • • •• • • • • •••• • • • • •••• 3/16" H.S. GLASS .090" INTERLAYER ' DUPONT SENTRYGLAS PLUS' 3/16" H.S. GLASS m 0r SILICONE 00* CORNING 795 GLASS TYPE 'A' -- 3/16" H.S. GLASS .090" INTERLAYER �'DUPONT BUTACITE PVB' 3/16" H.S. GLASS SILICONE 00* CORNING 795 1/8° H.S. GLASS .090" INTERLAYER V'DUPONT BUTACITE PVB' 1/8" H.S. GLASS MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS \ SEE ELEV. FOR SPACING SILICONE DOW CORNING 795 GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS 1/8" H.S. GLASS .090" 1NTERLAYER 'DUPONT BUTACITE PVB' 5/32" H.S. GLASS SILICONE 00* 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" DIA. ULTRACON BY 'ELCO' (Fu =177 K51, Fys155 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 CONIC. OR MASONRY #14 SMS OR SELF DRILLING SCREW$ (GIYADE 2 cfs) 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) fi14 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 ANO MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm 2000 PSI MIN. SEALANTS: ALL JOINTS ANO FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. Env, ARSHAD VIQAR Cnm. FLA. PE / 38863 0.5.6. 3538 AUG 201.0 PRODUC1' RSt1L'W11.D *1 cone Iyi::, ^, with the Florida Lvil:in^ Cade Acctrer :>.No 0.r lil • D ' My b' tTivish,n OA... ,_ a PTOduct Contra a' S FAX. (305) 624 -7777 OPOATEX FOR 2007 FOC a 7 4, ( drawing no. W04 -51 sheet 4of 7 1/4" MAX. - 1.D SHIM • #10 X 3/4" SMS • 6" FROM ENDS & 14" 0.C. MAX. 4 REINFORCED MULLION \F SEE CHART ON SHT. 2 INTERIOR EXPOSED FLUSH BOLTS ( )AT 10" FROM EACH END CONCEALED FLUSH BOLTS 12 AT 10" FROM EACH END • -ifs •• • • • • •••••• • TYPICAL NCHORS • SEE ELEV. FOR SP•C•I• • • • • • • • • • •••• • • • •• • D.L. OPG. SIDELITE PANEL WIDTH • •• • • • • • • • • • • •• •• • • *VICAR ANCHORS `SE. IMO VCR SPACINt• • • TYPICa� pNIFyJRS \,• • • • SEE iLEV_. F'OR•SPACING • • •• •••• • 1/4° MAI! • •• SHIM SP iGE•• • • • • 1 •• • •' ••y•:» •••• •••• t. METAL UC STRTURE 129 FRAME WIDTH .96° x 2" X .96" x 1/8" FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) (jl D.L. OPG. LEAF WIDTH EXTERIOR ( OXXO ) (K) (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) J~ UNREINFORCEO MULLION fi SEE CHART ON SHT. 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TRIM MULLION REINFORCING CHANNEL .96" X 2" X .96° X 1/8" FULL LENGTH (STEEL TO BE PAINTED OR PLATED) REINFORCED MULUON J SEE CHART ON SHT. 2 000 BUCK 000 STRUCTURE\ 1BYj WOOD BUCK D.L OPG. LEAF WIDTH FRAME WIDTH EXTERIOR ( X ) Engr ARSHAO- CIYIL FLA. PE $ 38863 C.A.N. 3538 AUG ( X -0 ) PRODUCT RSNEWEI) as cur:K.41173 with the Florida Ruiid_'.!^ Ccd. Acwl,a r e ANo0 ENT .D61 B Miami t ads Product emir i:i l bin L!. i drawing n0. , W04 -511 sheet 5 of 7 1 13�r 22 10 ACTIVE LEAF / / IN-ACTIVE LEAF '1 / ' 34 16 II ', O9 1 • -ifs •• • • • • •••••• • TYPICAL NCHORS • SEE ELEV. FOR SP•C•I• • • • • • • • • • •••• • • • •• • D.L. OPG. SIDELITE PANEL WIDTH • •• • • • • • • • • • • •• •• • • *VICAR ANCHORS `SE. IMO VCR SPACINt• • • TYPICa� pNIFyJRS \,• • • • SEE iLEV_. F'OR•SPACING • • •• •••• • 1/4° MAI! • •• SHIM SP iGE•• • • • • 1 •• • •' ••y•:» •••• •••• t. METAL UC STRTURE 129 FRAME WIDTH .96° x 2" X .96" x 1/8" FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) (jl D.L. OPG. LEAF WIDTH EXTERIOR ( OXXO ) (K) (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) J~ UNREINFORCEO MULLION fi SEE CHART ON SHT. 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TRIM MULLION REINFORCING CHANNEL .96" X 2" X .96° X 1/8" FULL LENGTH (STEEL TO BE PAINTED OR PLATED) REINFORCED MULUON J SEE CHART ON SHT. 2 000 BUCK 000 STRUCTURE\ 1BYj WOOD BUCK D.L OPG. LEAF WIDTH FRAME WIDTH EXTERIOR ( X ) Engr ARSHAO- CIYIL FLA. PE $ 38863 C.A.N. 3538 AUG ( X -0 ) PRODUCT RSNEWEI) as cur:K.41173 with the Florida Ruiid_'.!^ Ccd. Acwl,a r e ANo0 ENT .D61 B Miami t ads Product emir i:i l bin L!. i drawing n0. , W04 -511 sheet 5 of 7 1 - .361 �- I I L-- _i X225 .105 31 WEDGE GASKET ;SCALE I:1) yi, "' N 1I ITEM ,g PART # QUANTITY DESCRIPTION MATERIAL ANF. /SUPPLIER /REMARKS 1.500 Y f"" 1.779 -,-- 2.250 t E93001 -1 1 FRAME HEAD 6063 -T6 6063 -T6 - - 2 653001-2 2 DOOR FRAME JAMB 3 4 I 653002 -t 1 DOOR FRAME SILL 6663 -15 6063 -16 - - 653003 -1 AS RE00. SIDEUTE ADAPTER 5 653004 AS R600. SHEAR PLATE ® ANCHOR LOCATIONS 6063 -T6 3" LONG (..t;�.2; .078 j - -- - -_ I-- 2.016- FRAME HEAD /JAMB I 6 653005 -I 2/ LEAF TOP AND BOTTOM RAIL 6063 -TS = - 653024 653006 -1 2/ LEAF 1/ LEAF HI- PROFILE BOTTOM RAIL DOOR LEAF JAMB - HINGE SIDE DOOR LEAF - LOCK SIDE DOOR LEAF - KEEPER SIDE SIDEUTE STILE 6063 -15 6063 -15 . 6063-16 6063 -18 6063 -T5 -L _.. 2.125'1 . -0,375 + 6A 7 8 9 10 ES3007 -1 I/ LEAF 1/ LEAF AS REOD. -. -3.350 1 078 _i 653007 -2 653008 -1 - - 1s;WEATHERSTRIP a 1.b0060 .688 i 0.372 .395 I 2.674 4 :;si SHEAR PLATE 11 F8 -1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULUVAN & ASSOCIATES .388 �I b1 560 ,� ADAPTER 12 F8- 1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLNAN & ASSOCIATES + 13 653011 AS REOD. JAMB TRIM 6063 -T5 OPTIONAL .688 -+ -2.125 14 653012 1 SILL COVER 6063 -T6 - 15 653013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -15 - {�- -�I I 1.75O I --� 7.000 i•=-- I 16 653014 -1 4/ PANEL PANEL CLAMP 6063 -T6 -' f � I I I 17 653003 -3 3/ OPER. LEAF HINGE ASSEMBLY 6063 -T6 - 4' 19 - - DOOR LOCK (SAVANNAH 2O1SL) - YALE _ .800 • • • • • • • • i JAM TRIM �• 852 { OPTIONAL 045 ••• • ♦ •9i3 .078 • • • • • 3.500 • • • • 2.000 1 20 - - DEAD BOLT LOCK {PREMIER) - YALE OD 1 21 W22321NG AS RE00. FIN -SEAL PILE W'STRIPPING - ULTRAFAB 1 2.000 Q+ Q ice' 3.375 22 653020 AS 6E00. 1/ HINGE BULB WEATHERSTRIPPING -HINGE REINFORCING BAR VINYL AT SIDELITE PANELS 23 ALUMINUM 1- 1/4 °X1/8 "X4 -1/4" LONG 24 25 ... 26_.. AS REOD. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7 -7/8" LONG - 2/ LEAF 3/8" OIA THREADED R00 W/ NUTS STEEL - _._.. • • • • • • • • • • •••.N • •••• 1 112 �- - AS REGD. FRAME ASSY. SCREWS MULLION REINFORCING CHANNEL - A36 STEEL 810 PAN HEAD SMS 27 28 - E54014 r -AS REOD. - • (6� • ' • * • • • .51e:6. TG BOTTOM RAIL • • A5 REOD. BOTTOM RAIL GLASS STOP NEOPRENE - --------Tr I 1.531 ¢ •I 29 30 654019 - AS REOD. AS REQO. PANEL SILICONE STOP 3/8" 018. X 1 /8" HT. BUMPER NEOPRENE SIUCONE - FRANK LOWE RUBBER CO. 00 0 • 11 I I U • .490--- •• i 563 • r1.4�• -•- ••• • ••• • • 2 • • • •078 • • 31 6S4013 AS REDO. WEDGE GASKET - - • 4 PANEL CLAMP 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063 -15 - 33 34 - 2/ 861. BRACKET INSTALLATION SCREWS - $10 X 1" FH SMS n 3 PIECE HINGE 0 /LON AS REOD. DOOR PANEL W'STRIPPING - SCHLEGEL c • •• •' • 1.500 r IJmF c 0 W r. 4 " $ I w a v o • 6� 6 y „ $ nH � r • •• • • • • • 2.000 .913 -=-, •••• • • • I .125 960 590 4.000 (3) FRAME SILL .750 627 ic__i 7.25D 078 2.000 .913 T 7.750 1.145 Li 1 .094 (i� SIDE LITE STILE -T. •475 MULLION ?7) REINF. CHANNEL .062 -1.927 IJ SILL COVER m ? c g -o 9 5 - m u 0 •°-- 2.674 - - -° .395 r- �a 1 Ii g b ` --..._.. `eb o $ - .. _ S 4.625 .094 •913 4.000 j 1.984 fir'''' .078 ��''�� Eng, AR5HA0 VICAR CML FLA PE 8 38863 CAN. 3538 �� 4 �Q��`� PRODUCT RENEWED L +i:W 0 .. .04 � . , i V1 i ••..�.._ _ Nluv Dade [ •. • Control Da V�4'uI1 1 A. 1 .5901.750 9 d 1.750 . .590 (- 1 .750 �._. 4.000.-- .- -... (a t1 i • • • • • • • • • • • • • • • • • • • • • • • • FRAME 'TOP CORNER • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FRAME BOTTOM CORNER 000R LEAF CORNER togr, ARSHAO WAR CIVIL FLA F # 38883 C.A.N. 3538 AUG 1 4 Ntr resontx7 RENEwv.r) c,nmyins watt aw. Florida lititidittg Co At•47;11 :ono," No igy ikttinnu Dude r • ct Contr • • — ' ••• I6IQ a `coli -0 00 -o 8 a 1 0.9 t, V 9 to • drawing no. W04-51) sheet 7 of 7 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) 375 -2908 www.buildingeodeonline.com Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath Falls, OR 97601 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: Series "6' -8" & 8' -0"" Single Outswing opaque Insulated Steel Doors APPROVAL DOCUMENT: Drawing No "DC9970 ", titled "6' -8" & 8' -0 Single outswing Opaque Steel Edge ", sheets 1 through 5 of 5, dated 12 -07 -07 and last revised on 02- 05 -08, prepared by the manufacturer, signed and sealed by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1.Units are not rated where water infiltration is needed, unless complies with exceptions per FBC. 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•it thi r2qu ,st o the EV ilding Official. This NOA renews NOA # 02- 1211.13 and consists Qf t1y p:gl 1 hn,tl Ividence page, as well as approval document mentioned above. • ••••••••• • • • • • • • • • • • • • • The submitted documentation was reviewed by Isiiaq I.thaiida,'P.'E.'• MIAMI -DADE COUNTY APPROVED \r‘o ••• ••. . • • • •• •• • • • • • • • • • • • • • •• •• • •. • • • • • • ••• • • • • • • • • • • • • • •. •• 000 • • •• • • • • • NOA No 08- 0208.07 • • • • • $xpiration Date: February 11, 2013 • ' Approval Date: March 20, 2008 Page 1 • • ••• • • • • • • • •0• • • • • • • • • • • • • •• •• • ••• • • JELDVEN© Steel 6'41" & 8' -0" SINGLE OUTSWING OPAQUE STEEL EDGE IMPACT STEEL DOOR IN WOOD FRAME GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA 2004 BUILDING CODES (W/2005, 2006 SUPPLEMENTS) AND "HIGH VELOCITY HURRICANE ZONES° (HVHZ) REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: -FOR 6'8" WOOD FRAMES - SEE TABLE SHEET 1 -FOR 8'0" WOOD FRAMES - SEE TABLE SHEET 1 6. THIS SYSTEM WAS TESTED FOR 2.88 LBS. WATER PRESSURE AS PER ASTM -E331. 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR "HVHZ ". OUTSWING IMPACT STEEL EDGE DOOR ICOmg%1, gat,. conditions) • • DOOR 1> .AF COI!5TRUCTICtl: • • • • • Face•sheets• 211 ga. (0.020 ") mirdmum thicl•ess, G•Ivanized Steel A -525 commercial" fttl*y• AKDQ per ASTM 620 with miniri iE,iit3e yield st‘angth 119=26,24psL Cora d2s!.gni. Expanded poly•tyrene with 1.80(6111!26•Ibs. density4yJ 1 T -WEN. •••• •• •• Panel rgp>itloatiom, SteeVfipce r;ieets glu:40 ipjpoipended polystyrene (EPS), with steel top and bottom rails and steel 9li1096 laid a wood Pk* blolk reinforcesnlrl.•The hinge: stile cotpins a !Mt,' bea :for add dtle $ e96pport. Fran; •Cris tion (Both F ome Noes): Tel F e mbs and side jambs are mortised, butted and Join using (3) 7/8 I>• resit* staples. Fetteroper threshold. RIMING NG threshdd was unitiiized Sot the si!!: An optional aluminum ADA threEhoid is available! • • • • • • • TAI-3LF•QFiptNITENTS SHT JJ DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 VERTICAL CROSS SECTIONS & BOM 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS & DETAILS 5 UNIT COMPONENTS 3' -1 3/4" 0A MAX. FRAME WIDTH 3' OA _ — um. PANEL WIDTH vim • 0 G 2 0 0 SINGLE OUTSWING UNIT (Tj) SCALE: 1 /2" =1 •_9" 3' -1 3/4" OA MAX. FRAME WIDTH 3' OA _ MAX. PANEL 60TH 1> ®® 0 ALL DOOR MODELS ARE VIEWED FROM THE EXTERIOR SIDE DESIGN PRESSURE RATING • WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED 6 "8" (X) +80.Opsf - 80.0psf +80.Opsf - 80.0psf 8'O" (X) +61.Opsf - 65.Opsf +61_Opsf - 65.0psf • UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG RATIO (OH) = OH LENGTH /OH HEIGHT GREATER THAN 1.0 D d 2 0 0 0 WV" SINGLE OUTSWING UNIT (X) SCALE: 1/2' =1' —O" JELD -WEN. tNC. 03 O re a 60 m w D: 0 PRODUCT RENEWED R$tomplying with the Redd* IliUkUrt2 Code Atecptsnce Ne O - d'd$.01 Expiration Detc_p 1i Miami Dad Prwttrtq COe �ivt+tan 2 yS y co 0 N N 04 O cn 0 0 co O b r7 N Lu O Z NIMESH BFL V6AR FLORIDA P,E. NO. 56861 • aM EMPNEEWMS 60060.5, INC. P.O. BOX 56Pa00 MRLNN. F 32068 FIVE . ilc"te n �,{hoff..otmn 50. 26637 DATE: 12/07/07 scALE:AS NOTED DWG. 86; EAG OHK. ar:S. SAFFELL DRAWING NO.: DC9970 SHEET 1 OF 5 —1 1/8" d m 0 • • 0 In I • -co To • H � • ��0 11 0 0 00 •••••WK • • ww CL. a• • • Q Q • 4C • 0 0 • SEE DETAIL A ON SHEET 5 z z NI- • 0 0 •• • • •• • CO CO • • �I • • • •• • • 2808 II II •• •• 00 • • I I oo • •••• •••• al LT S 2 • W • •• L. t • • • • • • • • q� 00 Z_ -I f II• • 1 3/4 "t 2 1/2" MIN. 1 1/4" MIN. EMBED 1/8" CO • 0 0) m t Q 0 0 SEE DETAIL A ON SHEET 5 (3 0 zz 303 s 00 o CO OD 7171 0008 VERTICAL CROSS SECTION TYP. 2 WOOD FRAME INSTALLATION SCALE: 3" =1' -0" IEF 2 1/2" VERTICAL CROSS SECTION TYP JTEM, DESCRIPTION MATERIAL 1 LATCH JAMB (1 1/4" x 4 9/18" PONDEROSA FINGER JOINTED PINE) PINE 2 HINGE JAMB (1 1/4" x 4 9/16" PONEROSA FINGER JOINTED PINE) PINE PINE 3 HEAD JAMB (1 1/4" x 4 6/16" PONDERSOA FINGER JOINTED PINE) 4 4" x 4" BUTT HINGE 12g0.(.097° HAGER)_ STEEL STEEL STEEL 5 19 X 1" PFH WOOD SCREW (HINGE TO DOOR) 6 #9 x 3/4" PFH WOOD SCREW (HINGE TO DOOR 7 18 PFH WOOD SCREW WITH 1.15 MIN. EMB. INTO SUB -BUCK STEEL 8 110 x 2" PFH WOOD SCREW STEEL 9 3/16° TAPCON (MIN. EMBEDMENT 1 1/4" INTO MASONRY) STEEL 10 ADA EXT, ALUMINUM THRESHOLD (MODEL 6063 -T5) ALUM. 11 NOT USED ALUM. 12 OUTSWING BUMPER THRESHOLD (1.0" x 4.625 ") 13 COMPRESSION WEATHERSTRIP SCHLEGEL 0 -LON ODS 650 FOAM 14 112 x 3° PFH WOOD SCREW STEEL 15 19 x 1" PFH WOOD SCREW STEEL, 16 FACE SHEET 24GA. (.020" THK. MIN.) GALVANIZED STEEL STEEL 17 18 x 2" PFH WOOD SCREW STEEL 18 TOP RAIL (1.73" x 1.21" x 0.021" THK) STEEL 19 BOTTOM RAIL (1.73" x 1.21" x 0.021" THK) STEEL 20 SIDE STILES (1.73" x 1.21" x 0.021° THK) STEEL 21 WOOD LOCK BLOCK (1.67° x 3.0° x 18.75 °) WOOD 22 STRIKE PLATE 23 MDF BOARD MOF 24 0.50" x 1.69" DOOR BOTTOM SWEEP VINYL 25 WOOD LOCK BLOCK WOOD 26 EXPANDED POLYSTYRENE (1.0 to 1.25 lb. DENSITY) BY JELD -WEN FOAM 27 KWIKSET TITAN SERIES LOCK (1200) OR 0660) - 28 YALE HERITAGE SERIES DEADBOLT - 29 LATCH SCREWS /8 x 1 1/2" PFH WOOD SCREW STEEL 30 NOT USED - 31 2X WOOD BUCK WOOD 32 1/4" MAX, COMPRESSION SHIM WOOD 33 16 GA. 7/16" CROWN x 2" LONG STAPLES STEEL CONCRETE INSTALLATION SCALE: 3". =1' -0" PRODUCT RENEWED a9 eamplYing with the Rehr!• Raiding Code Acceptance Nor .ZO, Eapltotton Date 'L4J VERTICAL CONCRETE CROSS SECTION TYP. - 12MaA.L INSTALLATION SCALE: 3" -1' -O" 58 an A 0 0 N n O 00) n O co co U FW- tl' M N NiMESH BHAVSAI? FLORIDA P.E. NO. 56881 • ,L,fsi -a (NA ENONEENWO 258080. IN ". PA. NA 580395 :x8ANa0, N. 37609 F0PE Cm8tloNo .7 4Mfibar641 Na 28837 DATE: 12/0 7/0 0z 7 z 0 to 28 SCALE: AS NOTED DWG. 83: EAG CHIC. er:S. SAFFELL DRAWING NO, DC9970 sHEEr 2 OF 5 37 3/4" MAX. FRAME WIDTH 36" MAX PANEL WIDTH EXTERIOR • • • .• • • • • • • 1 1/4" —1 1/4" MIN. EMS. • SEE DETAIL INTERIOR ON SHEET 5 1/4" MAX. SHIM SPACE -� AHORIZONTAL CROSS SECTION TYP. 3 WOOD INSTALLATION SCALE: 3" =t' -0" • • • •• • • • • • • • • •••• • • • • • • • • • 37 3/4" MAX. FRAME WIDTH 35" MAX PANEL WIDTH EXTERIOR • M • • •••• • 2 5/8" MIN. SEE DETAIL A ON SHEET 5 INTERIOR 1 1/4" MIN. EMS. 1 1/4" OHORIZONTAL CROSS SECTION TYP 3 CONCRETE INSTALLATION SCALE: 3" =/' -0" 1 1/4" MIN. EMS. 2 5/8" MIN. 36' MAX. PANEL WIDTH 0 Er! PRODUCT RENEWED as complying with the PlerWt Raiding Code Acceptance No‘21W4—:14.167 Expiration Date 3 dy • RdiamlfBaAc14th; = Division MCI 11 El AI ®® to ur.iu u. Rum UN al IIIJU rin ill NIMESH RHAVSAR FLORIUA,P.E. Na 56851 HORIZONTAL CROSS SECTIONS m n 0 0 N w 0 M N 0 z REVISIONS C.4 ENWe 1PNG SER:ACE6, •C P.O. B0 56nug6 ORV.NDX FL .:VATS _.._ NS*P of Authorization No 28637 DATE: 12 /07/07 scab: AS NOTED DWG. BY EAG CHI. BY:S. SAFFELL DRAYl4NO N9.: DC9970 SHEET 3 or 5 9 1 9 1 9 1 9 1 9 1 9 1 9 1 1 1 8 9/16" 8 9/16" SEE DETAIL D SEE DETAIL A ! 1' -0 1/1 1' -0 1/4" • • • •:EE !NAIL B • • • • • • •• • • •••• • • • •• • • • DETAIL A • • •• CH0p!�INC LOCATIONS 0 TSWDiC SINGLE UNIT (X) SCALE: 1/2" =1 ' -0" 1' -0 1/4" 1' -0 1 /4, 5' 1 1 SEE DETAIL D 8 3/4" SEE DETAIL B 1' -0 1/4 ALL DOOR MODELS ARE VIEWED FROM THE INTERl S[DE ANCHOR/NC LOCATIONS OUTSWINC SINGLE UNIT (X) SCALE: 1/2" =1' -0" DETAIL B SCALE. 3/8" =1' -0" SCALE: 3/8" =1' -0" DETAIL C SCALE: 3" =1' -0" DETAIL D SCALE: 3" =1' -0" PRODUCT RENEWED as complying witb the Florida Ruffling Code Acceptance No © & "d204,d 7 Espiradoa Date / .•/3 Byl tse. 1. Miami r.. Prodket Division z — 0 00 z �Wz w co tu 0 co re ED to z 0 F- Oft 0t z4 0 'j 0 m K'1— p r O co O O w 0 r7 0 z to z 0 to ce NIMESH 8HAVSAR FLORIDA P.E. NO 56861 OM ENGINEERING ]R?1r.F9. RC. P.Q. .'OX 5 &moa ORLANDO, R &ma athsntatron No. 28837 ara C vtltaaak N DATE: 12/07/07 SEAS NOTED DOG. ECG EAG CHK. Er:S. SAFFELL DRAWING NO.: DC9970 SHEET 4 or 5 2 3/16" - 1 3/4" WOOD JAMB FINGERJOINTED PINE SCALE: 6" =1' -0" • • • • • 1 i 9/16" • • • • N • • • • •• • • • • • • • • •••• •• •• • • • • • •• • • MIIRESSIOo itrA HERST ? P• •. • SCALE* 6" =1' -401'•• • • • •• • •••• • • • •• • •••• • • •••• (4\ • • •• • • • • • CVINYL BOTTOM DOOR SWEEP SCALE: 6" =1 " -0" 0 O 0 O OBUTT HINGE 4x4x12 GA. SCALE: 6" =1 " -0" 00 DOOR TOP RAIL & SIDE STILE SCALE: 6" =1' -0" 4" 21/4 " — 1/2" 'D ADA ALUMINUM THRESHOLD SCALE: 6" =1' -0" 18 3/4" for 8' -0" DOOR 11 3/4" FOR 6' -8" DOOR r1 3/4" f _IL_IL 79 �DIA. VARIES WITH HARDWARE USED Ge LOCK BLOCK SCALE: 3" =1' -O" 1 3/16" BOTTOM RAIL SCALE: 6" =1' -0" —I 1 23/32" 1 3/1\ 1101111111111 0OUTSWING THRESHOLD SCALE: 6" =1' -0" 1 3/16" ,a+4* 4.4. i m4.∎ 044 1 1/8" d ci —'O Ul _ dcc�� Z O -i c wL1..co w Y co 6r' ■3 CL 0 z o- n eqo z 41 ywz PROWJCTRENEWED 1 as complying with the Elerkts a tp w ES g aCe EAscepecs No =y3 —I - :lration ate W Ry 4ti V °j °C'3 Attend Deck 15ereteE o f Division p a a 3/16" C -SINK. 1-- 1 t / DETAIL A SCALE: 1/4" =1' -0" UNIT COMPONENT m 0 8 n N 0 z z NiME3H 6HAV,AR FLORIDA P.E. NO. 56861. OM 3M0NEEFOX .SMILES. AC. P.O. 803 968088 OHL MO. 11. 02898 Fort cwerti.o cf .40~!°'i:3C,., N. 2 DATE: 12/0 7/0 7 SCALE: AS NOTED 8100, 80: EAG CHK. Err:S. SAFFELL DRAWING HO: OC9970 SHEET 5 OF 5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375-2902 FAX (305) 372 -6339 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions - L.M.I. APPROVAL DOCUMENT: Drawing No. M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Vigar, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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 entir ty,.. • . • • • •• INSPECTION: A copy of this entire I QA s11i1 f?e prc vile t: th user by the manufacturer or its distributors and shall be available for iry ctigr$ at't jU, sit $t ttg'request of the Building Official. This NOA renews NOA No. 06-0913.05 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was revrwec �)y Jauire ]�� Crascot., P• • • • • • • • • • • • • • • NOA No. 09- 0825.03 • • • • to Vim • • • • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • Expiration Date: September 16, 2014 Approval Date: November 10, 2009 • • • • • Page 1 • • • • • • • • • • • •• •• • ••11y .:N SYSTEM IS RATED FO Ll2tit jMfSSILE IMPACT. •I AND •4N BE USED WITjII ALL M I -OA 1 COUNTY APPROVED IMPACT AND NFNI•IMlT RESISTANT PRODUCTS. • •••• !; • • • • • • • • •••RE€iANGULAR•ALb1MINUM Til$E•NULLION$ ••LiSiltiG MULLIi>DI•PQOPERT .S.DIIILY • • • % '•• •` •••• • THIS P ODUCT my BE�p1yESIGNEO•A jE1it0 TO COMPLY WITH THE ••i�W MENTS OF THE FCQ0OA BUILDING-0810M 2007 EDITION INCLUDING • ppHIILGGjH 4F1LZZOCITY HUR�RIIII,,,feNE ZONE (HVHi)• • •• •••,1 • • APP CABILE it RyO.Rt ' !U EO EQt�lft!NIE1V15�ILE OW ND LOAD WATER • gIFILTRATION. F'UQQ��:D ENTRY RE�STANi: , SAFEGUARDS ETC. • • iddALT THE ST�t7CtEETI M UST BE 1TICIAORE PROPERLY TO TRANSFER ANCHORS SHALL BB•ABe *TED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STuCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO 0000 ONLY. MATERIALS WCLUOWG BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 20018.4, 2411.3.3.3 AND 2326. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REOUIREO PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 A80VE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 3.000 t I. i Oil, ir■ri� lj _ TYPICAL TYPICAL :OP) i, � s ti ~ GLAZING PRODUCT I 4.000 4 5.000 6.000 2.000 _TYPICAL WINDOW FRAME TUBULAR SHAPES ALLOY - 6063 -T6 3.000 — 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING OCs Engr: ARSHAD VIOAR COAL FLA PE 9 36863 C.A.N. _538 61 7_05'3 } .000 1 PRODUCT RENEWED cscm:1P.t1071 with t rFlorida l3ts:i�]: ^3 .r3a LtiCr Dna - O (, 2-0/11 E1' ML.-ac 1'ro t:t COMM) r,,,t. it MULLION \MO4 -04 (305) 624 -7777 ALUMINUM TUBE a 0 C o o,e .J a a 0 11 as o8 v8 O 13 106.06.061 H 4o 8 u o drawing no. M04 -04 sheet 1 of 81 ,.DDD i" .323: 2.ODG -� 1 125 2.000 -� � 1 250 ��.� •:.4- o 1.000 r` ,- -. -.125 6.000 6.000 _ � / 000 4- 125 .125 I-- - 000 2 125 - } .125 - - .250 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1.235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264$100 FAX. (305) 2826978 J MULLION \MO, 3.000 .538 4.000 J_-- .323 5.000 -.- i x-.125 3.000 - } .125 4.000 "-.125 .338 1 X 3 CUSTOM MULLION 1 X 4 CUSTOM MULLION 1 X 3 STD. MULLION X 4 STD. MULLION 6063 -T6 6063 -T6 j_ -2.000 - ,125 6063 -7E 6063 -16 2.000 .125 • t 2X5 STD. MULLION 2X6 STO. MULLION 2X6 HEAVY MULLION E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 2.000 1J125 4.000 ,s - .125 3.000 -,- "-.125 6063 -T6 6063 -T6 6063 T6 • • • • • -2.000 • • • • Ed = 4•1,7. ESE 01ST. 1/2" FORD j' go tip. ANCHORS 5/8" FOR 5/16" DIA. ANCHORS • * • ANGLE CLIP r Loo*Illb- • • • • - • .• • e• • • • • • .• • • • • • • • • •••• • • •• • 2 X 3 STD. MULLION 2 X 4 STD. MULLION • • 6063 -T5 • • 6063 -T6 6063 -T6 - • • • •••• 7 �• .. • • • •• • • • - 1.690 Il NO CHANGE THIS SHEET - UPDATED FOR 2007 FBC J1 .156 TYP. - 1.405 - 3.250 •r• • • q • • 2.750 • .125 - 2.000 i 1 .' ?l 3.750 I NOTCH OPTIONAL + -. Ed = MIN. EDGE DIST. 1/2" FOR 1/4" DUl ANCHORS 5/8" FOR 5/16" 014. ANCHORS MULLION CLIP � 1/2" NP. �" i Ed. . t 4.500 NOTCH OPTIONAL Ed - MIN. EDGE DIST. 1 /2" FOR 1/4" DIA. ANCHORS 5/8" FOR 5/16" D1A. ANCHORS MULLION CLIP 1f2" TYP. _ Ed. - P $ "- g i ^ I o g_ S y -TAT,: ARSE HOAR F: CAN. 353388863 Fq. ".y : 1. CCI'i'hxkVE.t c_, •,FE,va;t with the Florida °i:Pir.;icc:.Cn;o rt.- ijC;- 0 i 2004 rAYbPJf n0. - / il Z Ot 1 [dro;in-g- vjy -•,1 �.,,� i'rod:�cc�:dJ.._ M04 -04 ! ? r. (sheet 2 of j j 6063-16 6063 -T6 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF' (TUBE MULLIONS) WINDOW DIMS. 1X3 STD. 1 1 X4 STD. 1 X 3 I 1 X 4+ CUSTOM CUSTOM } 2X6 STD. 2 X 8 HEAVY WINDOW DIMS. I X3 STD. I X4 STD. 1 X 3 CUSTOM - 2X3 STD. I X 4 CUSTOM - - -- 2X4 STD. 2 X 5 STD. 2X8 STD. EEC HEAVY WINDOW DIMS. I X3 STD. L X4 STD. I X 3 CUSTOM -- - - -- 2 X 3 STD. 1 X 4 CUSTOM -- - 2X4 STD. 2X5 STD. 2X6 STD. 2X8 HEAVY 2X3 2X4 2X5 STD. AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2848100 FAX. (303) 262 -8978 WIDTH (W) MULL SPAN STD. STD. WIDTH (W) MULL SPAN WIDTH (W) MULL SPAN 19 -1/8" 26 -1/2° 30" 37" 42" 48" 54° 60" 66" 72" 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30" 37" 42' 48° 54" 80" 66" 72" 74 -1/4" 74.6 140.9 115.1 .150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30" 37° 42" 48" 54' 60" 66" 72" 120" - - - - - .37.9 27.3 24.1 - - 27.3 55.3 39.9 96.7 69.8 146.1 105.5 150.0 150.0 150.0 I 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 53.8 475 38.5 33.9 101.7 63.1 148.6 131.3 106.4 93.8 150.0 150.0 148.9 131.2 150.0 150.0 150.0 , 150.0 150.0 150.0 150.0 150.0 150.0 150.0 89.8 72.8 73.4 59.5 - 35.3 28.6 61.7 50.0 93.2 75.5 150.0 149.6 130.9 116.3 ` 150.0 150.0 150.0 150.0 - - 138.8 122.3 64.2 52.4 25.2 44.1 66.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 f 150.0 29.7 56.1 45.9 82.1 114.8 , 150.0 150.0 150.0 - - - - L 22.0 - - 38.5 34.3 30.8 58.2 51.8 46.6 107.0 95.1 26.4 49.8 40.8 72.9 102.1 135.2 - 104.7 95.2 150.0 150.0 150.0 146.8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 23.6 21.6 + - 44.9 36.7 65.6 59.7 91.8 121.7 150.0 - - - - - 85.6 77.8 40.8 37.4 33.4 83.5 110.6 150.0 - - - 28.0 25.7 42.3 87.3 140.1 134.6 150.0 150.0 150.0 150.0 30.6 54.7 76.5 101.4 i 150.0 - - - - 38.8 71.3 19 -1/8" 26 -1/2" 30" 37" 42° 48" 54" 60" 66" 72" 50 -5/8" 150.0 136.2 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2" 30" 37" 42' 48" 54" 80' 66" 72" 84" 51.5 110.1 79.5 150.0 150.0 150.0 150.0 19 -1 /6" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" 132" - 28.5 20.5 41.6 72.7 115.6 150.0 150.0 150.0 150.0 150.0 150.0 150.0 37.2 79.4 57.4 116.1 150.0 153.0 150.0 - 20.5 - 30.0 52.5 83.4 150.0 120.3 *50.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 32.8 26.6 70.2 56.9 50.7 41.1 102.6 83.2 143.5 116.4 150.0 150.0 150.0 - - - 26.5 46.3 73.7 135.4 97.6 150.0 150.0 - - - 21.5 37.6 59.7 1093 85.9 138.0 132.6 150.0 150.0 150.0 150.0 23.4 50.1 36.2 73.3 102.5 135.8 150.0 - - - - 33.1 52.6 96.7 L ALUMINUM TUBE MULLIONS E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 75.2 66.8 120.8 116.0 150.0 150.0 150.0 150.0 20.5 43.9 31.7 64.1 89.7 118.8 150.0 - - - - 29.0 46.1 84.6 107.3 103.1 150.0 150.0 150.0 150.0 - 39.0 28.2 57.0 79.7 105.6 150.0 - - - - 25.7 40.9 75.2 60.2 96.6 92.8 141.2 150.0 150.0 150.0 - 35.1 25.3 51.3 71.8 95.1 150.0 - - - - 23.2 36.8 67.7 54.7 87.g_ 84.4 77.3 128.4 117.7 150.0 150.0 1500 150.0 150.0 150.0 - 31.9 23.0 46.6 65.2 86.4 150.0 145.6 - - - - 21.1 33.5 61.5 5L4119 0691.11 - 29.2 21.1 42.7 59.8 79.2 - - - - - 30.7 56.4 19 -1,Z" 26 -172" 307 37" • • 42" • 48" 54", 60° Ws 721 • • 88" • • • 143.8 150.0 150.E ea. 150.0 150.0 150.0 19 -1/8° 26 -1/2" 30" 37" 42" 48" 54" 60" 66° 72° g6" 34.5 74.0 53.3 108.1 150.0 150.0 150.0 19 -1 /8' 26 -1/2" 30" 37" 42" 48" 54" 50" 66" 72" 144" - 21.9 - 32.0 56.0 89.0 150.0 108• 410=i 150.0 150.0• 150.0 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 150.0 - - - 23.1 40.4 64.3 118.0 91.7• 74.3 147* 119.3 1414 114.. 1 101.0 �150.0• i 'k! 150.0 150.0 150.0 150.0 150.0 150.0 22.0 - 47.2 38.2 34.0 68.9 109.9 145.6 150.0 - - - 20.4 35.7 56.8 104.3 150.0 150.0 150.0 27.5 55.9 89.1 118.0 150.0 - - - - 28.9 46.0 84.5 65.5 105.1 150.0 7 - 33.7 24.3 49.2 78.5 104.0 150.0 - - - - 25.5 40.5 74.5 • 57.3 •• •92.* - - -•• 88.4• •• 130.5 150.0 150.0 150.0 - 29.5 21.2 43.1 68.7 91.0 150.0 - - - - 22.3 35.5 65.2 50.9• 81.! 7$.6. 4 f1' 150.0 150.0 150.0 - 26.2 - 38.3 61.0 80.9 145.6 - - - - - 31.5 57.9 52.1 45.87 73.! 70.7 •Lf7 150.0 150.0 150.0 - - 23.6 - 34.4 54.9 72.8 133.7 - - - - - - - 28.4 41.7• 64 ito 64.3 A 4N.g • 136.8 150.0 150.0 21.4 - 31.3 492 662 121.6 - - - 25.8 47.4 38.2 61.3 58.9. • e5.g • 125.4 150.0 150.0 - - - : 28.7 45.8 60.7 111.5 - - - - - 23.6 43.4 15 -1/8" 26 -I 2 7 • 121.9 88,• 150.0 150.0 •50.0 1500 150.0 150.0 19 -1/8" 26 -7 2" / 30' 37" 42° 48" 54' 60" 66" 72" 108" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 SIDE aE To AR S146E0 FHORIZONTAL MULUON INSIDE RECTANGULAR SFIAPE y o description l NO CHANCE 5 S SHEEP uPDATED FOR 2007 FOC REV. PER 5550 COMMENTS) 4 Z 135. •.� 150.0 150.0 150.0 - - 37.5 33.1 27.0 23.9 54.8 48.4 95.8 130.2 150.0 30" • 9 37"•••••• 77.7• 124! 11 119.9 11699 150.0 150.0 150.0 84.6 115.0 150.0 63.0• 55.•5 ! 48.6 •Ci.2 • 8 78.0 85.6 74.9 147.9 • 130.3 114.0 150.0 150.0 150.0 150.0 150.0 150.0 - 26.9 - 39.2 68.6 93.3 150.0 x- GLAZING PRODUCT GLAZING PRODUCT �_ VERTICAL MULLION GLAZING PRODUCT MULLION 3 42" 48" 54" 60' 68" 72' 63" - 23.7 - 34.6 60.4 82.2 150.0 132.1 117.4 150.0 150.0 150.0 - - 20.7 - - - 30.2 26.9 52.9 47.0 71.9 63.9 W2 IL 43.2 69.3' 66.6 101.3 141.8 150.0 150.0 GLAZING PRODUCT GLAZING PRODUCT 38.8 82.4 59.9 91.2 127.6 150.0 150.0 150.0 150.0 - - - - 24.2 42.3 57.5 105.7 35.3 32.4 56.7 __ 52.0 54.5 _- .._... 49.9 82.9 _.. 76.0 116.0 _.., _. _ 106.3 150.0 .. 140.8 - - 22.0 38.5 52.3 96.1 z „ - - - - 20.2 35.3 47.9 86.1 ALL LOADS ARE EXT.( +) /INT.( -). NOTE; o g H H $ W1 42 L MULL ON SPAN B -1:11111111 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (dr. by. thUr0 `�I (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS Eng" ARSHAD t10AR CIVIL PA PE 11 38833 •NODIICT C.A.N. 3538 10 ►s.,71I.„ OCT 01 20O -.,„ 2FiNr;11 L ee:91 t54 wItl :154 Fivrid3 rr.:.1:-r;:..n:1, �q �� ANCHORS TYPE 'D' AND 'E' APPLICABLE TO W1 + W2 WIDTH (W) = 2 4 ", 5" AND 6" TUBE MULLIONS. :4110 bes 11f C r-drowing no. M04-04 ANCHORS TYPE 'A', '8' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS Zo/4 viii ,ak Froduel Contro sheet 3 of 8 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C o E 19 -1/8" 133.0 150.0 150.0 150.0 150.0 150.0 26 -1/2" 96.0 150.0 150.0 150.0 150.0 150.0 30' 74.0 143.1 150.0 150.0 150.0 150.0 37" 600 116.0 150.0 150.0 150.0 150.0 42" 52.8 102.2 150.0 132.9 150.0 150.0 48" 38 -3/8" 89.4 60.1 116.3 150.0 150.0 54" 41.1 79.5 147.3 103.4 150.0 150.0 60" 37.0 71 5 132.6 93.1 150.0 150.0 66" 33.6 65.0 120.5 84.6 150.0 150.0 72" 30.8 59.6 110.5 77.6 150.0 150.0 19 -1 /8° 102.5 150.0 150.0 150.0 150.0 150.0 26 -1/2" 74.0 122.6 150.0 150.0 150.0 150.0 30" 65.4 108,5 150.0 141.1 150.0 150.0 37° 53.0 87.9 150.0 114.4 ' 150.0 150.0 42° 46.7 77.5 143.6 100.8 150.0 150.0 48" 50 -5/8" 67.8 125.6 88.2 150.0 150.0 54" 36.3 60.3 111.7 78.4 150.0 150.0 60" 54.2 100.5 70.5 141.1 150.0 66" 49.3 91.4 64.1 128.3 150.0 72" 45.2 83.8 58.8 117.6 147.0 19 -10" • - 1 5• •OtO.O 150.0• 150.0 150.0 26-1424•••• . 107.2 150.0 139.1 •50.0 150.0 30' • % i• • ' .0 115.1 50.0 150.0 37 • 76% 142.3 •99. S 50.0 150.0 42" • 67.6• 125.3 •_ eliT ►• _ 4150.0 150.0 484•••4/x° 59 109,7 7 • •j 50.0 150.0 54" • 96" . e 136.8 150.0 60'i • • 47.3 1417.5 87.7 61.6 123.1 150.0 66" Vt• .. ate• II .9 139.9 721 • 39* • •3.1 5*0 • 102.6 128.3 19- 185•••: 48.2 136.7• 150.0 858.84�• 850.0 150.0 26 -1/2' 44.2 98. 150.0 at. 50.0 150.0 30" • 147.8 88.2 140.0 1 13.4 150.0 150.0 37" •• 106.7 70. 1 1.0 W.3i 850.0 150.0 42 62A • •118.4 8P0 450.0 150.0 48" 63" 544• •101.0 70.9 141.7 150.0 54" 36.3 48.4 89.7 63.0 126.0 150.0 60" 31.8 43.6 80.8 56.7 113.4 141.7 66° 28.2 39.6 73.4 51.5 103.1 128.8 72" 25.4 36.3 67.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCIIORS TYPE WIDTH (W) MULL SPAN A B C. D 5 19-1/8" 133.0 116.0 150.0 150.0 150.0 150.0 26-1/2" 96.0 83.7 150.0 108.9 150.0 150.0 30' 45.8 74.0 137.1 96.2 T 150.0 150.0 37" 37.1 600 111.1 78.0 150.0 150.0 42" 32.7 52.8 97.9 68.7 137.4 150.0 48" 74 -1/4" 46.2 85.7 60.1 120.2 150.0 54" 25.4 41.1 76.1 53.4 106.9 133.6 80" 22.9 37.0 68.5 48.1 96.2 120.2 66" 20.8 33.6 62.3 43.7 87.4 109.3 72" - 30.8 57.1 40.1 80.2 100.2 19 -1/8" 65.3 102.5 150.0 133.4 150.0 150.0 25-1/2" 87.3 74.0 137.1 96.3 150.0 150.0 30" 54.1 65.4 121.1 85.0 150.0 150.0 37" 43.9 53.0 98.2 68.9 137.9 150.0 42" 38.6 46.7 86.5 60.7 121.5 150.0 48" 84" 40.9 75.7 53.1 106.3 132.9 54" 30.1 36.3 67.3 47.2 94.5 118.1 60" 27.1 32.7 80.6 42.5 85.0 106.3 68" 24.6 29.7 55.1 38.6 77.3 96.6 72" I 22.5 27.2 50.5 35.4 70.9 88.6 19 -1/6" 77.8 89.7 150.0 115.7 150,0 150.0 26-1/2° 56.2 64.8 120.0 84.2 150.0 150.0 30" 49.6 57.2 106.0 74.4 148.8 150.0 37° 40.2 46.4 85.9 60.3 120.6 150.0 42" 35.4 40.9 75.7 53.1 106.3 132.9 48" 96" 35.8 66.3 46.5 93.0 116.3 54" ._ 68.9 31.8 58.9 41.3 82.7 103.3 60" 62.0 28.5 53.0 37.2 74.4 93.0 66" 56.4 26.0 48.2 33.8 67.6 84.5 72" 51.7 23.8 44.2 31.0 62.0 77.5 15-1/8" 79.8 147.8 103.7 150.0 150.0 26 -1/2" 57.6 106.7 74.9 149.7 150.0 30" 50.8 94.2 66.1 132.3 150.0 37° 41.2 76.4 53.6 107.2 134.1 42" 36.3 67.3 47.2 94.5 118.1 48" 108' 31.8 58.9 41.3 82.7 103.3 54" 28.2 52.3 36.7 73.5 60" 25.4 47.1 33.1 _91:9, 66.1 ,_ 82.7 66" 23.1 42.8 30.1 60.1 75.2 72" 21,2 39.3 27.6 55.1 68.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE '0' AND 'E' APPLICABLE TO 4 ", 5" AND B" TUBE MULLIONS. ANCHORS TYPE 'A', '8' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19 -1/8" 71.8 - 133.0 93.4 150.0 150.0 26-1/2" 51.8 96.0 67.4 134.8 150.0 30° 45.8 84.8 59.5 119.0 148.8 37" 37.1 68.8 48.3 96.5 120.6 42° 32.7 60.5 42.5 --.. 85.0 106.3 48" 120" 28.6 53.0 37.2 74.4 93.0 54" 25.4 47.1 33.1 66.1 82.7 60" 22.9 42.4 29.8 59.5 74.4 66" 20.8 38.5 27.1 54.1 67.6 72" - 35.3 24.8 49.6 62.0 19 -1/8° 65.3 120.9 84.9 t 150.0 150.0 28 -1/2" 47.1 87.3 61.3 122.5 150.0 30" 41.6 77.1 54.1 108.2 135.3 37" 33.7 62.5 43.9 87,7 109.7 42" 29.7 55.1 38.6 77.3 96.6 48" 132" 26.0 48.2 33.8 67.6 84.5 54" 23.1 42.8 30.1 60.1 75.2 60" 20.8 38.5 27.1 54.1 67.6 66" - 35.0 24.6 49.2 61.5 72" - 32.1 22.5 45.1 56.4 19 -1 /8" 59.8 110.8 77.8 150.0 150.0 26 -1/2' 43.2 80.0 56.2 112.3 140.4 30" 38.1 70.7 49.6 99.2 124.0 37" 30.9 57.3 40.2 80.4 100.5 42' 27.2 50.5 35.4 70.9 88.6 48" 144" 23.8 44.2 31.0 62.0 77.5 54" 21.2 39.3 27.6 55.1 ._ 68.9 60" - 35.3 24.8 49.6 62.0 66° - -' ^_ 32.1 22.5 45.1 56.4 72" - 29.4 20.7 41.3 51.7 ANCHORS E A,8.C,0 OR E W1 L ANCHORS A.B.0,0 OR 5 W2 TYPICAL MULLION ARRANGEMENTS 1 WI + w2 WIDTH (W) = z ANCHORS TYPE A.6.C,0 OR E [-HORIZONTAL MIILUON ARCHES TO 85 INSCRIBED INSIDE RECTANGULAR SHAPE GLAD I PRODUCT GLAZING PRODUCT t ANCHOR DETAIL B1 GLAZING PRODUCT 3 ANCHORS 4.8,0.0 OR E MULLION SPAN En r: ARSHAO MAR ClviL RA PE % 388E3 CAN. 3538 '1:1C :DUCT I1*,t\EWED �• ^,amg1- ^_ S t...:111 the Florida 01 2000445'14:f. ' 37 :1i5::tt D' Product Cor tro ••• Cr 16/ 40(4 0 0 0 s MULLIONS W co ALUMINUM FAX. (305) 624 -7777 i O 0. a `v 4r 0 5 4 2S� 88 88 85 4 c 4 "1 C drawing no.1 M04 -04 k (sheet 4 of 8 _'-°- MULLION GLAZING PRODUCT lMULUON J GLAZING PRODUCT W1 L ANCHORS A.B.0,0 OR 5 W2 TYPICAL MULLION ARRANGEMENTS 1 WI + w2 WIDTH (W) = z ANCHORS TYPE A.6.C,0 OR E [-HORIZONTAL MIILUON ARCHES TO 85 INSCRIBED INSIDE RECTANGULAR SHAPE GLAD I PRODUCT GLAZING PRODUCT t ANCHOR DETAIL B1 GLAZING PRODUCT 3 ANCHORS 4.8,0.0 OR E MULLION SPAN En r: ARSHAO MAR ClviL RA PE % 388E3 CAN. 3538 '1:1C :DUCT I1*,t\EWED �• ^,amg1- ^_ S t...:111 the Florida 01 2000445'14:f. ' 37 :1i5::tt D' Product Cor tro ••• Cr 16/ 40(4 0 0 0 s MULLIONS W co ALUMINUM FAX. (305) 624 -7777 i O 0. a `v 4r 0 5 4 2S� 88 88 85 4 c 4 "1 C drawing no.1 M04 -04 k (sheet 4 of 8 1/4" DA. ULTRACONS 2 PER CUP (1 ON EACH WING) Ed. MEM 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) • • • • • • • a • • • • • • • • • • • • • • • f• • • • • • • • • • • • • • • • 2 • W11DD BUCK • • OR WOOD STRUCTURE • • • • • • • • •••• • • • • • • • • • • • •••• ••• :1 • • • • • • • • • • • • ' ALTERNATE ANCHOR LOCATION • • 1/4" DIA. ULTRACONS _ 1 PER ANGLE -' FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE 4 1/4" DIA ULTRACONS 1 PER ANGLE 2 x 2 X 1/8" ALUM ANGLE FLOATING CUP SNUG FIT INSIDE MULL ANCHORS TYPE 'A' #14 SMS 1-3/4- 0.C. MIN. 2 PER ANGLE I I I I I I I I lu 2 X 2 X 1/8" ALUM ANGLE Ed. MIN. 1/4" DIA. ULTRACONS 2 1/4" 4 PER CUP (2 ON EACH \ mIN. 1 2 11111=111111 ri m"---0 IN Pi 4 1/4" DIA. ULTRACONS 2 PER ANGLE \ 1 OY WOOD BOCK Ed. 1" MIN. L FLOATING CLIP SNUG FIT INSIDE MULL 1/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) #14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACONS 2 PER ANGLE L2 X 2 X 1/8" ALUM ANGLE 2 BY WOOD BUCK FLOATING CLIP SNUG FIT INSIDE MULL 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD I" 1-3/8" BLOCK 2-1/2" 1-1/4" CONCRETE 2-1/2" 1-1/2" ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACOUER. L-4-1 ANCHORS TYPE '8' #14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE Env: ARSHAO MOM CIVIL FtA. PE # 38883 CAN. 3538 0 C T n ) 21109 2 X 2 X 1/8" ALUM ANGLE PRODUCT RENEWED corarlyatz with th e Florida 3sik5r. Code Accer:snco No ExpdaH'art By MIAAIi Divi>ion e Product Control Vet, 6, aol4 z o lJ Ct 2 " rg 0 A. 4 cc 0 0 t z a c, 8 0 < 0 cr;i cc 5,T1 4( 612 'P z 0 7_1 2 co z J 5.: drawing no. M04-04 sheet 5 of 8 Ed. 1/4" 01A. ULTRACONS 2 PER CLIP (1 ON EACH WING) 3" M. 1/4" 045. ULTRACONS 1 PER ANGLE 7 Ed. _ 1/4" CIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 1/4" DIA. ULTRACONS 2 PER ANGLE / •• • Ed. 1/4" DIA. ULTRACONS • • • • • • • 2 PER CUP (1 ON EACH WING) II I 11 I II I t J1 FLOATING CLIP • • • • • • • • • • • • • • • •• • • • ••• • • ••• ° • • •••• SNUG FIT INSIDE MULL #14 SMS 1 -3/4" 0.C. MIN. 2 PER ANGLE •••• • • •••• ALTERNATE ANCHOR LOCATION • ANCHORS TYPE 'C' 11 it 11 it u u I_2 X 2 X 1/8" ALUM ANGLE 1/4" D14. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -3/8° BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE -tt 11 11 I H I I u u L2 X 2 X 1/8" ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO 811885 ANCHORS TYPE '0' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED. WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Env: ARSHAD 'WEAR CWIL FLA PE B 38863 CA.N. 3538 OCT 1 "I"E105 Gr1; 2014 ID z 0 1- w Qa Ow O3 O O � ;'s 8 Qa,ao RI <L5 Ogg �f I co Z N o J V v J ac 0 r • C_)m m n M n V• i JLLa ,r) a s 0 ea C y 0 0 0 Q 4o88r'° 6ao8088 d¢ m u n t a �^ � m 1 drawing no. M04 -04 {sheet 6 of _ 8 i7 Ed. 5/16" DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 5/16" DIA. ULTRACONS_ 2 PER ANGLE / h FLOATING CLIP r/ SNUG FIT INSIDE MULL r` #14 SMS _! 4 PER ANGLE • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •••• •• •• • • • • • •• • •• • •••• • • • • • • • • •• •••• • • • • •••• • • • • • •• • • •• • • • • 0•• • • • • • •• •• L 2 X 2 X 1/8" ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS 5 /16" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. m MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2 -1/2" 1 -3/4" ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. ngr: ARSHHD '.10AR CNIL FLA. PE / 38963 CAN. 3538 oci U 1. Z[ 4c lti.orn Dade Product C. 6tr6 Pitsio: z 0 J 7 ALUMINUM TUBE c FAX. (305) 624 -7777 C t0 a G TN z A ffi 4 0 O c 1 '. • . I U ° V c C 5.031. kJ.J 'aef 14 i drawing no. [M04 -04 sheet 7 of 8 • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •••• •• •• • • • • • •• • •• • •••• • • • • • • • • •• •••• • • • • •••• • • • • • •• • • •• • • • • •••• • • • • •••• #14 SMS SEE CHART FOR QUANTITIES I- TUBE MULLION #10 FH SMS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG-' INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE TUBE MULLION #14 FH SMS 1 -1/2" O.C. MIN. SEE CHART FOR QUANTITIES THIS SCREW CAN BE INSTAI I Fn IN EITHER DIRECTION �;. . #10 FH SMS 2 PER CUP 1" 0.C. MIN. 1 -3/4° X 2° X 1/8' (FOR 2BY TUBE) 3/4° X 2° X 1/8" FOR (1 BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. . MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2" ANCHOR N0. OF. CHART SCREWS TYPE A TYPE 6 TYPE C TYPE 0 2 3 2 4 TYPE E 4 c Engr: ARSHAD %4QAR CML FLA. PE g 38863 CAN. 3538 c ■ t3 9 L W 0 V 0 O c PRODUCT RENEWF.r. a i AS c ar. 3yirr; wall the Florida Duiidiem Cody _Q� 03 S ! g Acrpumca No_• a °J - — �- Expieatioa A" !7, a (- ��/ 2.b14 drawing o no. Miami Dada PrrnluCLConllni MO4 -04 fil; -ian BE MULLIONS ALUMINUM O .a 0 v FAX. (305) 624 -7777 6 0 $;$1$ "-OZ eAP4 088 V: 81 Ca 0 u'oj oI a o I I m ZQ sheet Bof 8 APPENDIX 13-D FORM 11008-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Roaldonflal Component Prescriptive Method 8 ALL CLIMATE ZONES Compliance with Method B of Chapter 11 of the F7odda hiding Coda, Resident* or Subchapter 13-6 of the Ronda yu#d ngCode, 8uildina may be dentembated by the use et Form 11038 ler single and mob -famfy wideness of three stories or kris in height, and additions to existing residential but .lb compy, a bum mart meet Or exceed all of the energy efficiency requirements on Table 118-1 and all applicable mandatory requirements summarized le Table 110-2 of this form. If a building does not comply with this method, I may still comply under Method A of Chapter 11 orSubchapier 13-6 of the tBabb code. PROJECT NAME: AND AD SS: RHODES RESIDENCE 81111.0El 1341 NE 103rd STREET PERMITTING MIAMI SHORES MIAMI SHORES, FL OWNER: PERMIT NO.4 1 1 1 11 1 1 l I JURISDICTION NO.: f 2 1_3) 2 16 10 I 0 1 1. New construction inching additions which Incorporate any of the following features cannot comply using this method: steel stud wile, single assembly rooVraing coastr1tlon, or skylights or other nonverttcal roof glass. 2. F M in a l l the applicable vices o f the " T o B e I n s t a l l e d ' c o l u m n on 'Table 11B-1 w i t h the information r e q u e s t s d . AB"To Be lnsiaBed'values must be eq al to or m ore effident than the required levels. 3. Complete page 1 based on the "To Be Walled" column information. . 4.11W 'Minimu m Requirements for Al Pa loges", Table 118-2 and deck each box to indicate your Intent to comply with at applies& hems. 5. Read, sign end date the 'Prepared By" certification statenwnt at the bottom of page 1. The earner or owner's agent must also sign and date the form. 1. New construction or addition 2. Single-tangly detached or midtilde-famly attached 3. If nadtlplefamily-flo. of unite coveted by this submission 4. Is tide a worst cis? (yes/no) 8. Conditioned floor area (sq. ft.) 9. Glass type card area a. U- factor b. SHGC c. Glass area 7. Percentage of glass to 8. Floor type, area or a. Slab-on-grade (R- b. Wood, raised (R-value c. Wood, cannon (R- d. Concrete, raised (R- e. Concrete, common (R- 9. Waft type, area and 1 a. Exterior: 1. 2. Wood b. Adjecenb 1. Masouy (Inautatca R- value) 2. Wood frame (Insulation R vales) 10. Coiling type, area and insulation: a. Under attic (Insulation R value) b. Single assembly (Insulation R-value) 11. Alr distribution system: Duct insulation, location Test repot required if duct in unconditioned space 12. Cooling system (Types: ceraral, room unit, package terminal A.C.. gas. none) 13. Heating system: (Types: heat hump, elec. gip, nat. gas, LP -Gas, gas h.p., room or PTAC. none) 14. Programmable thermostat installed on HVAC systems: 15. Hot water system: ('lopes: elec.. nat. gas. LP -gas, solar, heat rec., ded. heat pwnp, other. none) I ftereby certify that Me pans and the Florida Envoy Cab. PREPARED at Raja Buchanan DATE: 9/06/11 anew ceney that ids bddmg a m remounts wen the Floods I tly Cade: OWNaI AGENT' DATE: PMses P,hiI CK 1 RENOVATION 2. SINGLE Family 3. NA 4 Yes S 2450 (sift)- Existing ea. 1.3 (Tinted per 13- 601b.3) 8b 0.64 (Tinted per 13- 601b.3) 446 sq ft. 7. net Added = 0 9L (Replaced Glass Area =446 eg.ft) its. R. (Exist.) 0 257 St.f . lib. R= NA NA sq.ft. tie. R= NA NA sq.R. 8d. R. NA NA sq.ft. 8e. Rs NA NA sq.1L 944. R =(Exist.) 4.1 2005 sq.lt 8a-2. R. NA NA sq.ft. 9b-1. R= NA NA sq.>f. gb4. R= (Exist.)R -11 168 so. tea. R. 30 sq.ft. 2450 lob. R. NA NA sq,it. 1101. R. 6 ATTIC 14b.Tist report attached? Yes No y EXISTING 5 -TON SPLIT SYS gpoppg ; Existing. NA 120. may; 60000 BTOH 13a. Type ELECTRIC HEATER 13b. FSPFICOP /AFUE: 1 13c. Capacity: 34000 14. Yea. No isicivpic Natural Gas 1lib. EF: 0.82 Review of plus sad specifications Cored by des cakulraon Mores cem:Mance web tlb Rare Energy Code. Odom construction is carnameat dub humor: WS be impose ter compeaxa M mordant web Seceon 553.900. Fb. WILDING OFFICIAL: DATE: 2007 FLORIDA BUILDING CODE - BUILDING Effective 3/1/2009 13.0.23 Wet 1 FORM 1100B -08 TABLE 11B-1 MINIMUM REQUI BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U- factor = 0.65 SHGC = 0. 35 %CFA < =16% Udactor=N /A SHGC= N/A %of CFA= Exterior door type Wood or insulated Type: Walls — Ext. and Adj. (See Note 3): Frame Mass Interior of wall: Exterior of wall: R -13 R-6 R-4 R -value = N/A R -value = N/A R -value = Existing (4.1) Ceilings (see Notes 3 & 4) R -30 R -value = 30 Floors: Slab -on -grade Over unconditioned spaces (see Note 3) No requirement R -13 R -value = N/A Hot water systems (storage type) Electric (see Note 5): Gas fired (see Note 6): 40 gal: EF = 0.92 50 gal: EF = 0.90 40 gal: EF = 0.59 50 gal: EF = 0.58 Gallons = EF = Gallons = Tankless EF =0•B2 Air conditioning systems (see Note 7) SEER = 13.0 SEER = Existing Heat pump systems (see Note 8) SEER = 13.0 HSPF = 7.7 SEER = HSPF = Gas fumaces AFUE = 78% AFUE = Oil fumaces AFUE = 78% AFUE = Programmable thermostat Must be installed on all HVAC systems Installed? Yes No Ductwork (see Note 9) Unconditioned space9 Conditioned space Unvented attic assembly per R806.4 with insulation at the roof plane R-6, Tested NA R-4.2 Location: Unconditioned space R- value= 6 Test report: Conditioned space R -value = (No test report required) Air Handler location: Unconditioned attics or garage Conditioned space or Unvented attic assembly per R806.4 with insulation at the roof plane Requires test report No duct test required Location: Garage Test report 1) Each component present in the As -Bunt hone must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U -Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or Less than 16 % of the conditioned flour area (CFA), otherwise Method A must be used for compliance. Exception: Additions of 600 square feet (56 m2) or less may have maximum CFA of 50 percent (3) R Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass wads, the interior (Int) requirement must be met unless at least 50% of the insulation value is on the exterior (Ext) or integral to the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume) (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume) (7) For all conventional units with capacities greater than 30,000 Btu/hr. For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2A of the Florida Building Code, Building, or Table N1107AB.3.2A of the FBC-Residential. (8) For all conventional units with capacities greater than 30,000 Btu/hr. For Small-Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607AB.3.2B of the Florida Burid"rng Cafe, Building, or Table N1107AB.3.2B of the FBC Residential. (9) All ducts and air handlers shall be either located in conditioned Spat* or tested by a Class 1 BERS rater to be "substantially" leak free. ''Substantially leak free" shall mean distribution system air Leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned fir area at a pressure differential of 25 Pascal (0.10 in. w.c.) across the entire air distribution system, including the manufacturer's air hander enclosure. TABLE 118-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior joints & cracks NI106AB.1.2 To be caulked, gasketed, weather- stripped or otherwise seated. x Exterior windows & doors N1 106.A13.1.1 Max. 0.3 clm/sq.ft. window area; 0.5 cfm/sq.ft. door area. x Sole & top plates N1106.AB.2.1 Sole plates and penetrations throujh top plates of exterior wails must be sealed. x Recessed lighting N1106AB.1.2.4 Type IC rated with no penetrations (two alternatives allowed) x Multistory houses NI 106AB.1.2.5 Air barrier on perimeter of floor cavity between floors. NA Exhaust fans N1106AB.1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. x Water heaters Ni 112.AB.3 Comply with efficiency requirements in Table N1112.AB.3. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built-in heat trap required for vertical pipe risers. x Swimming pools & spas NI 112AB.2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. NA Hot water pipes N1112AB.5 Insulation is required for hot water circulating systems (including heat recovery units). x Shower heads NI 112AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 pstg. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110AB. Duds in attics must be insulated to a minimum of R-6. x x HVAC duct construction, insulation & installation N1110AB HVAC controls NI 107AB.2 Separate readily accessible manual or automatic thermostat for each system. x 2007 FLORIDA BUILDING CODE — BUILDING Project Summary Entire House BUCHANA P.E. CONSULTING 6191 W ATLANTI C BLVD, MARGATE, FL Job: Date: By: J.S. Project Information For THE RHODES RESIDENCE 1341 NE 103rd STREET, MIAMI SHORES, FL Notes: RENOVATION FOR: THE RHODES RESIDENCE Desi. n Information Weather: Miami Beach Co, FL, US Winter Design Conditions Outside db Inside db Design TD 48 °F 70 °F 22 °F Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 89 °F 75 °F 14 °F L 50 % 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 29382 Btuh Structure 28806 Btuh Ducts 8896 Btuh Ducts 14413 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 38279 Btuh Use manufacturer's data y Rate /swing multiplier 1.00 Infiltration Equipment sensible load 43219 Btuh Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2450 2450 Volume (ft3) 20335 20335 Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 108 54 Latent Cooling Equipment Load Sizing Structure 6333 Btuh Ducts 3863 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 10196 Btuh Equipment total load 53415 Btuh Req. total capacity at 0.70 SHR 5.1 ton Heating Equipment Summary Cooling Equipment Summary Make YORK Trade EXISTING ELECTRIC HEATER Model MV2ODN21 CB GAMA ID Efficiency 1 AFUE Heating input 34000 Btuh Heating output 34000 Btuh Temperature rise 17 °F Actual air flow 1850 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Space thermostat Make YORK Trade EXISTING SPLIT SYSTEM Cond CZH06011CA // MV20DN21CB Coil ARI ref no. Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio Printout certified by ACCA to meet all requirements of Manual J 8th Ed. RightSuite® Universal 7.1.25 RSU08504 L:IFAIRCHILD MOLINAIRHODE RES1calcs\Rhodes Res 5- 15- 11.rup Cate =10.18 Orientation = S 0 SEER 42000 Btuh 18000 Btuh 60000 Btuh 1850 cfm 0.043 cfm/Btuh 0 in H2O 0.81 SE 0 2011 2011- May -17 13:59:09 Page 1