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WS-10-760Inspection Number: INSP - 149840 Permit Number: WS -5 -10 -760 Scheduled Inspection Date: August 10, 2010 Inspector: Bruhn, Norman Owner: CURZON, ANDREW Job Address: 10050 NE 12 Avenue Project <NONE> Miami Shores, FL Contractor: STORMWISE SOUTH FLORIDA INC Building Department Comments August 09, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050190370 Phone: (305)597 -7797 INSTALLATION OF 25 IMPACT GLASS WINDOWS AND 1 SHUTTER PANEL PasseW Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 16 of 21 61(k \ (0 $soS BUILDING PERMIT APPLICATION FBC 2004 Type of Work: Descri a Work: Permit Type (circle) Building ' Roofing Owner's Name (Fee Simple Titleholder) � 0 Phone # 31 l ) U2 1q Owner's Address )0C6b )4 1 G3++'�1'Y2_ City I4QUI 5hDre State F6 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1to9D `�--- City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11 52X ( I q 63 -) 0 Is Building Historically Designated YES NO ❑Addition teration * * * * * * * * ******* ****** x***** * ** * **e:**** *F Submittal Fee $5 '00 Permit Fee $ L ' 400 Notary $ Scanning $ Bond $ Structural Review. $ Total Fee Now Due $ Training/Education Fee $ Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. �' `� 1 0 4 lVQ Master Permit No. State ❑New Code Enforcement $ zip 0313% DPBR $ Zip 3,3 ‘P5. Square / Linear Footage Of Work: ca ❑ .. Repair/Replace Double Fee $ p0321nE5 MAY 0 3 2010 AY Contractor's Company Name N 41111 1-io b" i cbc Phone # -sO -D fi 7 Contractor's Address J I LIS I zip erom2 C. -y® Qualifier Name w l Phone # ( / � State Certificate or Registration No. Certificate of Competency No. ( /` ! / 5 / / 3� Architect/Engineer's Name (if applicable) Phone # GO Value of Work For this Permit $ ❑ Demolition 3 s ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ I 00 Technology Fee $ 1 Zoning $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State .lap Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Agent Contractor The foregoiin instrument was acknowl ged before e this 15 The foregoing instrument was acknowledged bef e me th day of "e , 201® \ , by n V. U t Z 2 o f day of U , 2016 , by ,1 0 i Q who i e or who has produced wh ' q lson fyTcno me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLI : NOTARY PUBL I : Sig (Revised 07 /10/07) Print , " Commission #DD69989 ,,, empires: JULY 29, 2011 My Commission Expitagrraomorneamnixacooxe. APPLICATION APPROVED BY: ... :; P/ :5 ' /CJ �....:. gr es: t ' , 1 1 My Cii9NWIENIWIEVINgsioulo co., Dm . x*************.x**** : *** 8 1:**** *****. x********** ** * ******* * *** ************* ******** ********a:*************** Plans Examiner Engineer Zoning PERMIT # TAX FOLIO # 11?j205 01Ul () 5 () . NOTICE OF COMMENCEMENT STATE OF I9 COUNTY OFM,ot",kl 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. I. Legal description of property: Property Address: 2. General description of improvement: 3. Owner Information Name: a. Mailing Address: b. Interest in property: c. Name & Address of fee simple titleholder (if other than owner): 4. a. Contractor's Name: b. Contractor's Address: c. Telephone & Fax 5. a. Surety Bond Name: b. Address: c. Telephone & Fax: d. Amount of Bond: 6. a. Lender Name: b. Lender Address: c. Telephone & Fax Address. Telephone & Fax 9. Expiration Date* of this Notice: Signature of Owner or The foregoing instrum By Signature of Owner or /Oe7 st A CAI This space reserved for recorder. SUB TV114tV1/4AI 511001b ❑ Lengthy L attached urriron.R 7. Persons within the State of Florida (name & addresses) designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(a)7., Florida Statutes: Name: Address: Telephone & Fax anager 111111111111111111111111111111111111111111111 CF14 .2.C) 01031. 756 OR Bk 27309 F9 1402; (1n9) RECORDED 06/07/2010 11:19:41 HARVEY RUVINr CLERK OF COURT 11IAMI -DADE COUNTYr FLORIDA LAST PAGE 8. In addition to himself or herself, owner designa vjt�kt ~s l it ' o -6 Of 1 Lien g c � �ided in Section 713.13(I)(b), Florida Statutes: end and C, r .. gar rl�� Name I +TLIEFEBY CERTIFY tfoat This s it copy ' orr �G�r��_ j � rw�u ,,,, ;., , �. ,�.�� cis '� Tres . " - _ 'S. I''" "$ n �y y '1_711.1 - � ,. = se noted TO OWNER: ANY PAYMENTS MAD BY 7HE � AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PA ENTS UND R CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. R / ti.taa. WITNES Ada Authorized Officer/Director/Partner, nt was acknowledged before me this for 10721/ day e/Office Enis Gascon _ u vt rn'. on #DD699895 °'•,,, ,.. Expires: JULY m 29, 2011 Signature of • ' Public — S of orida yp n o Stamp Com Name of Notary Public Personally Known Produced Identification Type of ID Produced: VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. (/1Vp7 Authorized Officer/Director/Partner/Manager who signed above. `� y�� °'�I cl N. 11'1E5 r) Turn Over for Instructions 126/5 ` V W �f cry lace k q B 1 .7UC1 07 2010 1 1 x 25RM USR INSURRNCENET CORP OEN LAGGROOATS umn. APPUD$ PL'R: X Favor = — Loo AUT0MOIILS LIASILITY ANY AUTO ALL ammo AUTOS SCAIMMILSO AUTOS HIRRD AUTOS NON4AYNNo AUTOS FaiiMPIEIVii ACO D. CERTIFICATE OF LIABILITY INSURANCE w an SAM IIwsb USA INSURANCENEI CORP 788-203 7HI9 CQRTIFICATE 13 ISSUED AS 08/07/2010 PO BOX 770188 ONLY AND CONFERS NO RIGHTS 1 ON OF I HOLDER. THIS CERTIFICATE DOES NOT AMEN CERTIFICATE OF MIAMI, FL 33177 ALTER THE COVE O AFF RD 6Y L FOLIC 8 S 0111 IN . URRD 0 VQRAGES LISTED BELOW HAVE SUN ISSUED TO THU INSURED NA C RA ES OF INS POLICIES OLICI MED E 0LlCl EMHNT INSURANCE E CONDIITQ i ANY Ca O R ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING Y PERTMN, THE I IBUR gY m POLIriI 1' DE BC R ISIID R NSREIN IB S CT OALL TH T In. AGGREGATE LIMITS QTA D OACU WITH T NESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED QR • MAY REM REDUCED PAID CLAIMS I,tJ9IONffi ANO CONDi1►OI+tB OF SUCK La COMPOIMATION AND RMr ' IMM RILITV ► Y mingimmirm excLUDID1 moron or R =10 ; penny ?MR CER IFICATE HOLDER ACO D 3612001100 STORMWISE SOUTH FLORIDA INC , STORMWISE PRODUCTIONS, INC, STORMWISE GOLD COAST, INC. 13015 NW 45 AYE C.SUAREZ PA 1 nCKc FI 33664 DOC rmONOPOIPiRAVONB /WGM10 I ARCM IX OLINNOISII ammo 0YRNOORSRMSNT /MPNemAL'ROVIMIoNm M UFACTURER AND INSTALLER OF STORM SHUTTERS PROTECTION ONLY 1301- NW46AVE OPA LOCKA, FL 33054 CA ; LO DIAZ LICENSE 9CGC1511342 VILLAGE OF MIAMI SHORES 10030 NORTHEAST 2N0 AVENUE MIAMI SHORES, FLORIDA 33138 d C6£0' °N 78 5 - 293-3559 NSUPNR A; TOWER INS. CO. OF NY [MUM SUA INSURA CE' O NY w URER C 'MUNN* CS WSAUIEC 12008301 08/19/2005 08/19/2010 um 5 5 a 5 $ 1069:6 010Z . 8 . un0 P.1 INSURERS AFFORDING COVERAGE NATO S IACM OCCURRENCE! ! 1 000 00C 5 100 00C 5' C 1 000 000 2 000 000 1000,000 1 000,000 1,000 000 00 CANCELLATION tINM LDANY OP MN ARWYRDOMORIYID PQ LIQtRR GI DniICILLSD UM! TM EXPIRATION DATR yomkor. TAN ImytRO iNmuIIIR Tom. SNpRAVOq To wit 30 DAYR WRITIIin Nom TO TNR COITINOAT® MOLDER DAM® TO no LIST, DIET #AILURS TO PO c0 rd . INirQII NO ORU)M1ON OR MIKITY Or ANY NOM UPON TM! IMiuI(R ITS AOINT' CR RI/7t ; . +. ATIVMS. AUTHORRID RIIPRININNTAWJI ® ACORD CORPORATION 1SOS :14 6p b \,° RETURN TO: SUNBELT TITLE AGENCY 809 S. ORLANDO AVE., STE J WINTER PARK, FL 32789 — t ° i b $ � (>01...11 - Instrument Prepared By: CHRISTOPHER P. KELLEY, Esquire 11098 Biscayne Boulevard, Suite 205 Miami, FL 33161 Folio No. 11- 3205 - 019 -0370 1111111111111111111111 NMI 1111111111111111 WARRANTY DEED THIS INDENTURE, Made this , � day of ,lf are4 , 2010, Between, DAVID H. FRENCH and PATRICIA L. FRENCH, husband and wife, GRANTORS, and ANDREW CURZON, whose post office address is 10050 NE 12 Avenue. Miami Shores. FL 33138, GRANTEE, WITNESSETH, That said GRANTORS, for and in consideration of the sum of Ten and 00/100 Dollars, and other good and valuable considerations to said GRANTORS In hand paid by said GRANTEE, the receipt whereof is hereby acknowledged, have granted, bargained and sold to the said GRANTEE, and GRANTEE's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida td -wit: Lot 16, Block 177, MIAMI SHORES SECTION 8, according to the Plat thereof, recorded in Plat Book 43, at Page 67, of the Public Records of Miami -Dade County, Florida; and The Easterly 5 feet of Lot 15, Block 177, MIAMI SHORES SECTION 8, according to the Plat thereof, recorded in Plat Book 43, Page 67, of the Public Records of Miami -Dade County, Florida, described as follows: Begin at the Northeast corner of said Lot 15 for Point of Beginning; Thence run West along the North line of said Lot 15 a distance of 5 feet to a point; Thence run Southeasterly parallel to and 5 feet from the Easterly line of said Lot 15 to a point on the Southerly line of said Lot 15; Thence run in an Easterly direction along the Southerly line of Lot 15 a distance of 5 feet to the Southeasterly comer of said Lot 15; Thence run Northwesterly along the Easterly line of said Lot 15 a distance of 95.89 feet, more or less, to the place of beginning. Said land situated lying and being in Miami -Dade County, Florida. Book27212/Page4604 CFN #20100169072 CFN 2010RQ169072 OR Bk 27212 Pss 4604 - 46079 (4nss! RECORDED 03115f2010 08:11 :15 DEED DOC TAX 2,460.00 HARVEY RUVIHr CLERK OF COURT NAM-DADE COUNTY' FLORIDA Page 1 of 4 Warranty Deed - French to Curzon Page 2 and said GRANTORS do hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, GRANTORS have hereunto set their hands and seals the day and year first above written. Print Name Witness Print Name SUBJECT TO: Applicable zoning and /or restrictions and prohibitions imposed by governmental authority; Conditions, Restrictions limitations, reservations, easements, and other matters appearing on records, if any; Utility easements of record, taxes for the year 2010 and subsequent years. d delivered in r presence: C STATE OF FLORIDA COUNTY OF MIAMI -DADE PATRICIA L. FRENCH Grantor /7o J' L r ..(11.411 '- g *.i.c fir, ft' g7 7/ I HEREBY CERTIFY that on this day, before me, an officer duly authorized In the State and County aforesaid to take acknowledgments, personally ppeared DAVID H.rERENCH and PATRICIA L. FRENCH, who produced ft- IL— and rt— �L.. , respectively, as identification, and who executed the foregoing instrument and acknowledged before me that they executed the same. frf WITNESS my hand and official seal in Co my State last aforesaid this 5 day A'E , 2010. My Commission Expires: NOTARY PUBLIC, Mate of FLORIDA at Large NOTARY PUBLIC - STATE OF FLORIDA Mark Mueller Commission # DD543726 Expires; APR. 24, 2010 Bonded T ro Atlantic Aonding Co., Inc. Book27212 /Page4605 CFN #20100169072 Page 2 of 4 MeY ENGINEERING, INC. W'1 GLAZING CONSULTANTS I 2007 FLORIDA BUILDING CODE & ASCE 7 -05 IIWIND VELOCITY = 146MPH (EXPOSURE °C" la a 9110 SUNSET DRIVE. MIAMI, FL 33173 PH: 305.271.0117 FAX: 786.573.5083 I DESIGN LOADS FOR COMPONENTS AND CLADDING II MRH = 0 - 60' I Kd = 0.85 Mean Roof Height DESIGN PRESSURES (PSF) - ZONE 4 Mean Roof Height DESIGN PRESSURES (PSF) - ZONE 5 Tributary Area (Sq Ft) Tributary Area (Sq Ft) 10 E�� 30 45 50 10 15 20 25 35 40 45 50 0 -15 ft -50.4 +46.5 - 49.2 +45.2 -48.3 +44.4 -47.6 +43.7 -47.1 +43.1 - 45.9 +41.9 -45.5 . +41.6 0 -15 ft -62.2 +46.5 -59.8 +45.2 -58.0 +44.4 -56.7 +43.7 _30 _ -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -55.2 +41.6 16 ft -51.1 +47.1 -49.8 +45.9 - 49.0 +45.0 - 48.3 +44.3 - 47.7 +43.7 - 47.3 +43.3 - 46.8 +42.9 -46.5 +42.5 - 46.2 +42.2 16 ft -63.1 +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 +43.3 -54.6 +42.9 -53.9 +42.5 -53.2 +42.2 18 ft -52.4 +483 -51.1 +47.0 -50.2 +46.1 - 49.5 +45.4 - 48.9 +44.8 -48.4 +44.3 -48.0 +43.9 - 47.7 +43.6 - 47.3 +43.2 18 - 64.6 +48.3 -62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 - 49.5 +45.3 - 49.1 +44.9 - 48.7 +44.5 - 48.4 +44.2 20 ft -66.1 +49.4 -63.5 +48.1 -61.6 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +44.2 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 - 49.7 +45.4 - 49.4 +45.1 22 ft - 67.4 +50.4 -64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -60.2 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 24 ft -68.7 +51.3 -66.0 +49.9 - 64.1 +49.0 - 62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -56.6 +52.2 -55.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 26 ft -69.8 +52.6 - 67.1 +50.8 - 65.1 +49.8 - 63.6 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -57.5 +53.0 -56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 - 68.2 +51.6 -66.2 +50.6 - 64.4 +49.8 -63.4 +49.2 -62.3 +48.7 - 61.4 +48.2 -60.6 +47.8 -59.9 +47.4 30 ft -58.3 +53.8 -56.9 +52:3151.3 -55.9 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 30 ft -72.0 +53.8 -69.2 +52.3 -67.1 +51.3 -65.6 +50.6 -64.3 +49.9 -63.2 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 35 ft -60.2 +55.5 -58.8 +54.1 -57.7 +53.0 -56.9 +52.2 -56.3 +51.6 -55.7 +51.0 -55.2 +50.5 -54.8 +50.1 -54.4 +49.7 35 ft -74.4 +55.5 -71.4 +54.1 -69.4 +53.0 - 67.7 +52.2 - 66.4 +51.6 -65.3 +51.0 - 64.4 +50.5 -63.5 +50.1 -62.7 +49.7 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.6 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 - 69.7 +53.7 -68.3 +53.0 -67.2 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51.1 45 ft -63.5 +58.6 - 62.0 +57.0 -60.9 +55.9 -60.0 +55.1 -59.3 +54.4 -58.7 +53.8 -58.2 +53.3 -57.8 +52.8 -57.4 +52.4 45 ft -78.4 +58.6 -75.3 +57.0 -73.1 +55.9 -71.4 +55.1 -70.0 +54.4 - 68.9 +53.8 - 67.8 +53.3 -67.0 +52.8 -66.2 +52.4 50 ft - 64.9 +59.9 - 63.4 +58.3 -62.2 +57.2 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.4 +54.5 -58.5 +54.0 -58.7 +53.6 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 - 69.4 +54.5 -68.5 +54.0 47.6 ; 4$3.6 55 ft -66.3 +61.1 -64.6 +59.5 -63.5 +58.3 -62.6 +57.4 -61.9 +56.7 -61.3 +56.1 -60.8 +55.6 -60.3 +55.1 -59.9 +54.7 55 ft -81.8 +61.1 -78.6 +59.5 -76.3 +58.3 -74.5 +57.4 -73.1 +56.7 -71.8 +56.1 -70.8 +55.6 -69.8 +55.1 -69.0 +54.7 60 ft - 67.5 +62.2 -65.8 +60.6 -64.7 +59.4 -63.8 +58.5 -63.0 +57.8 - 62.4 +57.1 - 61.9 +56.6 -61.4 +56.1 -61.0 +55.7 60 ft +62.2 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 INSTRUCT ONS FOR TABLE USE: GENERAL NOTES: 1. TABLES ARE INTENTED TO DEPICT THE' WORST CASE' PRESSURES. "WORST CASE' IS 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOW VARIABLE AS DESCRIBED BELOW. VALID WHEN SIGNED & RAISED SEALED BY YIPING WANG, P.E. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. THIS SPECIFICATION IS INTENTED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 80' MEAN ROOF HEIGHT. BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTION FOR ROOF SLOPE LESS THAN 10 VALUE USE IS OFFERED HEREIN. SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 3. THIS SPECIFICATION IS NOT INTENTED TO OFFER ANY PRODUCT APPROVED 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER CANNOT BE IDENTIFIED, USE PEAK ROOF HEIGHT. APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 4. DESIGN IS BASED ON THE 3 SECOND GUST ( WIND VELOCITY) FOR A CATEGORY 0 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT* WIDTH) OR ( GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION USING AN IMPORTANCE FACTOR I = 1.0. THESE F AC T S NOT FOR USE WITH ESSENTIAL SE ONLY. E ASSEMBLY OCCUPANCIES. THE SPAN LENGTH ( HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS T VALIFO THAN ONE -THIRD THE SPAN LENGTH ( HEIGHT %) . USE THE AREA BETWEEN STRUCTURAL TOPOGRAPHIC FACTOR ES FOR COEFFICIENT TERRAIN USE ONLY- THESE C SE NOT VALID FOR AREA OF AN OPENING CANNOT IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEEL) SHALL HILLY USE O TERRAIN. Kd INTERNAL = . PRESSURE ALITYFIA T FACTOR (G WITH = +/ ENCLOSED DEPARTMENT. AR M EG ONLY. VERIFY USE OF Kd = 0.85 (DIRECTIONALITY FACTOR WITH LOCAL BUILDING DEPARTMENN T. HVHZ BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR ( ZONE 4) OR EXTERIOR (ZONE 5) PER 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS THE MORE CRITICAL ( EXTERIOR) ZONE. OR AFFIRMATIONS ARE INTENTED. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL PEnic ROOF MUNICIPALITY IN ACCORDANCE WITH CODE. HEIGHT MEAN FLORIDA REGISTRATION TIRING WANG, P.E. PE #55983 C.A.N. 28677 / // //1/ APR � a = 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MEAN ROOF HEIGHT,WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT USE ZONE 5IF ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. • EIGHT a � H`VE ROOF HEIGHT 1 I �r77j � 1 - ELEVATION P F7 � �� ® WALL ZONE FIGURES a ISOMETRIC ANDREN CURZON 10050 NE 12 AVE MIAMI SHORES, FL 33138 1.54X39 Horizontal Roller 14.74X50 Horizontal Roller 2.54X51 Horizontal Roller 15.28X63 Casement 3.28X63 Casement 16.54X63 Fixed 4.54X63 Fixed 17.28X63 Casement 5.28X63 Casement• 18.36X82 Franch Door 6.74X51 Horizontal Roller 19.74X62 Horizontal Roller 7.108X39 Horizontal Roller 20.54X62 Horizontal Roller 8.75X50 Horizontal Roller 21.35X82 Franch Door 9.38X39 Horizontal Roller 22.38X39 Horizontal Roller 10.74X50 Horizontal Roller 23.36X82 Franch Door 11.36X39 Horizontal Roller 24.38X39 Horizontal Roller 12.36X39 Horizontal Roller 25.46X35 Alum Panels 12.74X50 Horizontal Roller 26.22X27 Casement 13.108X39 Horizontal Roller E.S Windows, Inc 10653 NE Quay Bridge Ct Miami, F133138 Impact Glass Product Approval Authorization Form Date: April 28, 2010 Municipality: Miami Shores Building Official: Miami Shores Storm Wise South Florida is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: 3000 Aluminum Out Swing French Door 09- 0825.04 This letter authorizes StormWise South Florida to use the above mentioned product at the following job: Name: Curzon, Andren Address: 10050 NE 12 Ave City, State, Zip: Miami Shores, FL 33138 Si cerely, Permitting Department 1. This form must accompany the application for the building permits and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade county Notice of Acceptance BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, LLC 10653 N.E. Quaybridge Court Miami, FI. 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.aov/bulldingcode 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: NT: 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 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. 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. NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 Page 1 E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. 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. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5164, dated 08/01/07, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0828.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.'s FTL -3947 and FTL -3955, and dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04- 0712.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al— Farooq Corporation, dated 08/14/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass Interlayer" dated 05/13/09, expiring on 01/14/12. E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. TREMCO Part No. TR- 14271E EPDM exterior glazing gasket complying with ASTM C864 Option II exceptions, ASTM D412 1600 PSI, D395B 22 HRS 158 °F. E. STATEMENTS 1. Statement letter of conformance and no financial interest, dated December 30, 1997, signed and sealed by Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report No. FTL -5164, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0828.09) 3. Proposal No. 06 -0411 issued by BCCO, dated February 06, 2006 and July 31, 2007, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 07-0828.09) 4. Laboratory compliance letter for Test Report No.'s FTL -3947 and FTL -3955, issued by Fenestration Testing Laboratory, Inc., dated March 22, 2004, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04-0712.02) G. OTHERS 1. Notice of Acceptance No. 07- 0828.09, issued to E. S. Windows, LLC for their Series "3000 Aluminum Outswing French Doors w / wo Sidelites ", approved on 10/25/07 and expiring on 09/16/09. E -2 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 er .."a.,r." , i "ar,r•,cw•werrl•■ "°yrrr°YI Yllla ", aYse•∎•• ••∎••I1W Ca *Mil liNafliVri ol• gig �a�WL3iiiiifirLF/a•I°°` YifS:i� - • : ., •T . •. �' .• " • •` . "• "" l ADDL. ANCHORS READ. INTO OR THRU W000 BUCK INSTALLATIONS ONLY 6 MAX. TYP. FRAME WIDTH 34 5/8 FR. HEAD & SILL 1 1 30 1/4" D.L. OPG. 34 1/4" \ 26 1/16" D.L. OPG. 34 11/16" tl � f II I II II 12" MAX. 1 { 1 1 1 30 1/4" D.L. OPG. 34 1/4" N 2 IG HEAD /SILL CORNERS PANEL WIDTH LEAF WIDTH 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. 144" ( OXXO ) PANEL WIDTH r''..- ",.- "lai itOtaa ah �•s�9 kat ;at 4 ,� Zal='4°2: �.sbsN..a1 • a:0...7 'y iYl ' G N r��Y°re sl : IOd SURFACE APPLIED FALSE MUNTINS MAY BE USED ADDL. ANCHORS READ. INTO OR THRU W000 BUCK INSTALLATIONS ONLY 6" MAX. TYP. HEAD /SILL CORNERS ( 0 W W TYPICAL ELEVATIONS TESTED UNITS ( J 26 1/16" O.L. OPG. FRAME HEAD & SILL 71 3/4" FRAME WIDTH 68 3/4" { ^: WITH ALL FEDERAL Engr. ARSHAD IIQAR •+ Y HULF.S ND RE 4U PE 4�3 C.A.N. 3538 AUG 1 4 LOO • • • •i • - — • ^ ,; k+ _ :; 4 u•• • _ • • •• • - - II - - - u • • 12 MAX. • • • • / II • • • • • • • • -•r' • • • • • • • •• • ■ • • NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. 1 .')DUCT RGNSWED as ets tpIyir S with the Florida Buiidini Code Acceptmee trio 0 • • • .4 •• R • • •� • •• •• • • • • • • •• a is sn w W z O 0 U • • 0 N • • S N 0 m c Z g 0 C 0 , o 0 a 0 Q- 0 j 0 IX 0 0 10 r 0 m 0 0 z Z W U r o ° m 0 m W a a 1- 0 U 0 0 0 0 0 1 drawing no. W04-51 sheet 1 of 7 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SIDELITES SIDELITE WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A', 'B', 'C' OR 'D' UNREINFORCED MULLION REINFORCED MULLION EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 24 27 30 33 36 39 42 6/8 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 27 30 33 36 39 7/0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 18 21 24 27 30 33 36 8/0 70.0 78.9 " 70.0 80.0 70.0 74.8 70.0 80.0 70.0 71.1 70.0 80.0 67.9 67.9 70.0 80.0 65.0 65.0 70.0 80.0 62.4 62.4 70.0 78.9 60.1 60.1 70.0 76.0 DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) _.: FRAME HEIGHT FT. /IN. GLASS TYPE 'A', B. 'C' OR 'D' . INT. ( -) /, //11 /0; \ .i \\ 1.4 / __ / \ 80.0 39 _ ....... 80.0 42 6/8 70.0 DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A', B. 'C' OR 'D' EXT. ( +) INT. ( -) 36 8/0 70.0 80.0 39 7/0 70.0 80.0 42 6/8 70.0 80.0 NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLITE OPG. 2/6 (x) 31 -1/2" 28- 11/16" G / 37 -1/2" I \ 5/0 (XX) 59 -3/4" A NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLITE OPG. 2/6 (x) 31 -1/2" 28- 11/16" - / / "'• / ' �, .\ .., D / 37 -1/2" 34- 11/16" \ 5/0 (XX) 59 -3/4" 28- 11/16" 20 -1/16 6/0 (XX) NOMINAL WIDTH FRAME WIDTH 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 -1/16" 5/0 (XX) 59 -3/4" 28- 11/16" 20 -1/16 6/0 (XX) 71 -3/4" 34- 11/16" 26 -1/16" I 0 s 1�� I I \ ___ ir / / o \ l 1 1 STANDARD BOTTOM RAIL HI- PROFILE BOTTOM RAIL 6/8 79 -3/4" 77 -1/4" 0 DAYLITE OPG. NOMINAL HEIGHT / / • \ \ \jj : / i \ / LEAF HEIGHT HEIGHTS: DAYLITE OPG. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI- PROFILE BOTTOM RAIL 6/8 79 -3/4" 77 -1/4" 69 -1/16" 65 -5/16 8/0 95 - 3/4 ° 93 - 1/4" 85 - 1/16" 81 - 5/16° SIDELITE WIDTH DOOR WIDTH OVERALL UNIT WIDTH (OUW) SIDELITE WIDTH DOOR WIDTH OVERALL UNIT WIDTH (OUW) DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITHOUT SIDELITES GLASS PE 'A', 'B', 'C' OR 'D' MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN BELOW OR SMALLER) - 80.0 PSF I X w x z WIDTHS: FRAME WIDTH ( X) C7 x L33 L. FRAME WIDTH (0 ) FRAME WIDTH ( XX NOTE: FOR DOORS WITH SIDELITES USE SIDELITE RATING TO QUALIFY DOOR & SIDELITES. SIDELITE WIDTH = OUW - DOOR WIDTH x w 2 SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. • ••• • • • • • •• • • • • • • e • • • UNREINFORCED MULUON 1- X 0 LL x w XXO ) ( XO ) (OX) REINFORCED MULLION Engr: ARSHAD VIQAR CIVIL FLA. PE !IF 38863 C.A.N. 3538 AUG 1 4 2009 • • •• • • • • • •• • • • •• •• • • •. • • • • • • • • •• • • • • • • • • • ••• • • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ( oxxo ) ( 0XO ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 3 RODUCT RENEWED 3s cou.Plyir..r, with tole Florida 3uiid n° Cadz Acceptance Nod r . a 5.0 v9iazni ade Product Con Division • • • C • • • • • • 4 • 1 z • • , o • • . I _ • • 2 re O ft Fa a D O • y� z - • w12 a 2 0 0 2 z Z W CZ M t W U3 c 0 m c 0 47. 0 o v T .0 4, G 0 0 z 2 0 0 0 a G'r w 0 0 m 0 0 0 cci 0 0 ) drawing no. W04-51] sheet 2 of 7 FAX. (306) 262-6978 (305) 624 UPDATED FOR 2007 FRC UPDATED :OR 2004 FBC -.i ... 'a"Yi5i7FiiolYi1Lii iYi%""" YiiiiYil�CN ►Yf�iSii7:miiii'i�i7H'i7fily16 1°' z'• „ °°• - •"'Y3y. "" "'"''ffie'�i7 "' "-*'"+ "�-r- r,.,+- •ra..s iiYileYi�ii liiiiiiJf `":" y"YVi1L:�'° ^�az �s•c •. '�°` - r4r5s"ii G`e N'" ""- ^`a�«...r cws� ".�+ ,eee iee , f 11 Gia S.'7� �1�� • • VAN '�3i111i1i&iil�ie�le•95L'"' - TYPICAL ANCHORS SEE ELEV. FOR SPACING a. a 3/16" X 1 -1/2" WEEP SLOT 1 /SILL AT SIDELITES n 4 ® a rm 4 4 4 41 4 a STATIONARY UNITS 4 1BY WOOD BUCK O TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/4" MIN. THROW BOLT PENETRATION 1/2" MIN. THROW BOLT PENETRATION INTO SILL 3/16" X 1-1/2" • - WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS �•� n ' r ttp 31 METAL STRUCTURE m `J • MIAR f ilia • Wily- a OPTIONAL o i ,a 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERABLE UNITS TYPICAL ANCHORS SEE ELEV. FOR SPACING TRIM HI PROFILE BOTTOM RAIL APPLICABLE TO STATIONARY AND OPERABLE UNITS Engr: ARSHAD VIQAR CIVIL FLA. PE 1 38863 C.A.N. 3538 AUG 14 2009 • • • • • • • • • • • •.• • ••• ••.• • • • • •• • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • ••• • • • PROD1JC: RENEWED as C:•iI3CIyi t lth 11 Florida BuiLlin'3 Cc Acccritancc No 16 E By Miami`eadeProductCon Divo ••• • • • •.• • •• •• • • • • • • • Y • ••• • •a• • • i0 i- • •; � O � I •• QI • _•W • • e•t n e;1 o it ea o m 0 a w 3 ` U) .�� ) m C O fn . • -J 0 0 0 O O el N O In M J c 0 U 4' a T .0 m 0 a 0 W y m x w 0 0 0 (o 0 n 0 m 1. 0 0 0 to 0 0 1 a - c drawing no. W04 -51 sheet 3 of 7 3/16" H.S. GLASS TYPICAL ANCHORS SEE ELEV. FOR SPACING .090" INTERLAYER .090" INTERLAYER ' DUPONT SENTRYGLAS PLUS' 'DUPONT BUTACITE PVB' GLASS TYPE 'A' 3/16" H.S. GLASS SILICONE DOW CORNING 795 1_I?� r RUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING SILICONE DOW CORNING 795 28Y WOOD OR WOOD d 2 3/16" H.S. GLASS 1/8" H.S. GLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 3/16" H.S. GLASS 1/8" H.S. GLASS GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/8" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 5/32" H.S. GLASS �101l1 "% SILICONE SILICONE DOW CORNING 795 DOW CORNING 795 GLASS TYPE 'D' •• • • • • • •• WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KSI) INTO 28Y 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 114 SMS OR SELF DRILLING SCREW$ (GRADE 2 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) 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. Engr: ARSHAD VIOAR CIVIL FLA. PE # 38863 C.A.N. 3538 AUG 1 4 2009 PRODUCT RENEWED as annplyin3 with the Florida atikling Code Accepia1 ce No ' it . .� *STS., By Division • 9 ••• • • • ••• .. .. • • • •• .• • . • • • . - - • • • ••• • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • ado Product Contro • • •• • • • Pc- • ••• • • Z• • :F. • 4t 2 Cg L O o• 16 o g t7 t;S3 p p )3 W 0 IL LL 'T Q w�2 c � m C 0 tn '} w W } m 0 a 0 C0 0 a c a 0 Q u1 o � 8 0 0 U 0 0 0 .0 -D u drawing no. W04 -51 sheet 4 of 7 .. <a>:..e�e ce°ener'sealeY.rrY weirrrrwleiwew rYlwlr el wlpNtl11 � eaee�rrr�:., ��. wrw�ww�. �syo�wc��c: pers ++�ri5i:sli�ti2riyit��ee:tlwaG. L3�:�`�% �'3Laeraii111z:i't " - - • • • ••• • • • ••• •• •• • • • •• .• • • ■ (FLUSH BOLTS AT ACTIVE f .ND• INA 1 E 'j.EAFSS MUST BE ENGAGED DuRIN1,` QI:RI0t S • • • OF HURRICANE WARNING) 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SPACE #10 X 3/4" SMS @ 6" FROM ENDS & 14" 0.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y WOOD BUCK 1/4 MAX. CD REINFORCED MULLION SEE CHART ON SHT. 2 FRAME WIDTH .96" X 2" X .96" X 1/8" FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) EXTERIOR SHIM SPACE D.L. OPG. LEAF WIDTH FRAME WIDTH 2 c' WOOD BUC •- 00D STRUCTURE ( X ) EXTERIOR ( 0XX0 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TRIM INTERIOR EXPOSED FLUSH BOLTS AT 10" FROM EACH END CONCEALED FLUSH BOLTS AT 10" FROM EACH END IN— ACTIVE LEAF MULLION REINFORCING CHANNEL .96" X 2" X .96" X 1/8" FULL LENGTH (STEEL TO BE PAINTED OR PLATED) Engr ARSHAO VIQAR CIVIL f1.A. PE # 38863 C.A.N. 3538 AUG 1 O • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •. •• • •• • • • • • • • O UNREINFORCED MULLION SEE CHART ON SHT. 2 ( x—o ) • • REINFORCED MULLION SEE CHART ON SHT. 2 PRODUCT RENEWED Em complying; wit:i the Florida Building, Code Acceptance NoO Exp. By • , de Product Conti Division N C 0 0) 0 C 0 0 . U W 0 O U a 07 4 0 0 0 0 0 ✓ W "1 r m O _ O U N U m 0 cc m dl W O W e 3 W a w n ; O 0 L a 0 e0 M1 O O .— N M m 0 V ) drawing no. W04 - sheet 5of 7 ITEM # PART # QUANTITY DESCRIPTION MATERIAL MAN4/SUP&IE) /RFii1(AREB 1 1 ES3001 -1 1 FRAME HEAD 6063 -T6 - 2 E53001 -2 2 DOOR FRAME JAMB 6063 -T6 - 3 ES3002 -1 1 DOOR FRAME SILL 6063 -T5 - • • • :.• • • • • • 4 E53003 -1 AS READ. SIDEUTE ADAPTER 6063 -T6 • • • - • • • • • . • • • 5 ES3004 AS REQO. SHEAR PLATE @ ANCHOR LOCATIONS 6063 -T6 • 3 LS3NG • • • 6 ES3005- 1 2/ LEAF TOP AND BOTTOM RAIL 6063 -T5 - 6A ES3024 2/ LEAF HI- PROFILE BOTTOM RAIL 6063 -T5 - • • • • • • • • • • • • • • • 7 E53006 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063 -T5 • - • • • • 8 ES3007 -1 1/ LEAF DOOR LEAF - LOCK SIDE 6063 -T6 - • © • • • • • • 9 E53007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063 -T6 - 10 ES3008 -1 AS REQD. SIDEUTE STILE 6063 -T5 - 11 F8 -1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 12 F8- 1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 13 ES3011 AS REOD. JAMB TRIM 6063 -T5 OPTIONAL 14 E53012 1 SILL COVER 6063 -T6 - 15 E53013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -T5 - 16 E53014 -1 4/ PANEL PANEL CLAMP 6063 -T6 - 17 E53003 -3 3/ OPER. LEAF HINGE ASSEMBLY 6063 -T6 - 19 - - DOOR LOCK (SAVANNAH 2O1SL) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W22321NG AS READ. FIN -SEAL PILE W'STRIPPING - ULTRAFAB 22 E53020 AS READ. BULB WEATHERSTRIPPING VINYL AT SIDELITE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4 LONG 24 - AS REQD. HINGE REINFORCING BAR ALUMINUM 1/8 THK. X 7 -7/8 LONG 25 - 2/ LEAF 3/8 DIA. THREADED ROD W/ NUTS STEEL - 26 - AS REQD. FRAME ASSY. SCREWS - #10 PAN HEAD SMS 27 - AS REQD. MULLION REINFORCING CHANNEL A36 STEEL - 28 ES4014 AS REQO. BOTTOM RAIL GLASS STOP NEOPRENE - 29 ES4019 AS REOD. PANEL SILICONE STOP NEOPRENE - 30 - AS REQD. 3/8" DIA. X 1/8" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 31 ES4013 AS REQD. WEDGE GASKET - - 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063 -T5 - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - #10 X 1 FH SMS 34 Q /LON AS READ. DOOR PANEL W'STRIPPING - SCHLEGEL 1.500 I - 2.016 - ® ® FRAME HEAD /JAMB 1s WEATHERSTRIP ADAPTER .490 1.750 4.000 L .078 r 4.000 1.779 r - 1.608 .060 .388 �F� 1.500 r- -1.750 .913 - - .590 ® TOP /BOTTOM RAIL 1.145 FRAME SILL 1.145 n .062 n-1 .927 14) SILL COVER .094 4.000 HINGE STILE 2.163 .078 .913 .078 3.500 2.250 6 G 563 .590 `31 WEDGE GASKET (SCALE 1:1) b � 1.000 .800 .045 .852 13 JAMB TRIM (OPTIONAL) 1.984 .r- .105 3.350 7 .078 V °" Q I .395 2.674 - .250 .361 r _ -_. .225 SHEAR PLATE 1.112 r _ 1s PANEL CLAMP 1.531 4.625 .094 SIDE LITE STILE .913 .590 1.750 4.000 ® ® LOCK STILE /KEEPER STILE 2.000 2.000 2.125 .125 0 0 Q r � n 11 1 1 0.312 3 PIECE HINGE .960 r 2.000 1 2.674 .078 3.350 .688 MULLION 27 REINF. CHANNEL ® SIDELITE ADAPTER .395 3.375 .750 7.250 .078 1.750 -c-I .913 7.750 HI- PROFILE BOTTOM RAIL Engr: ARSHAD VICAR CIVIL FLA. PE g 38863 C.A.N. 3538 AUG 1 4 2009 l It.glateteSlAgasaltintdillatitiaseroZokee. PRODUCT RENEWED as complying with the Florida 13uilcling Code Acceptaouo No0 5ixatio8 Da: By Miami Dade P Division • ••• • • • ••• . . • • • • •• • • ••• • • • • I• J • • • ao O • °' • • co" Q CC la Q M 0'3 a • C in • aaa 8 • 07 ▪ g Q led J N IL, n ° 1 .� oM • • W1 ( ) • - cs z W 1 L4 w CC N ( ) C 0 N .> v 0 v 0 0 0 0 r 0 CO r, 0 0 a CJ 0 ) ) drawing no. W04 -51 sheet 6 of 7 FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER Engr: ARSHAD VIQAR CIVIL FLA. PE iY 38863 C.A.N. 3538 AUG 1 4 2009 • • •.• • • ` • ( is .•• • •s• • • . . •• • • • ••• . . • • • • • • • ••• • • • w \... JI B • • • • • • � • Z • • • A 3 • • •• • • • • • • • • • • p J • • • • • . • • • • • • • • • • ti!• • • d I � a. IZ O o 0 •• • • • •• •.• 42 1 a U • • da • • • • y d M • W C+1 O aa 8 • co Et 1 0 • ce Q W 3 m LL N ? N 2 ..1 aco g 4 W 2 PRODUCT RENEWED as complying with the Florida Building Code As.ept :cc No �' # E .iEtton: 1? ar 16 4.0 By Miznaa Dade Division et Contra' C ) J CC U W Ls- 5. v 0 a 0 T 0 0 "o 0 0 0 uit O O m 0 N 0 m 0 rn 0 0 C 0 0 C ) r � 0 .0 c � drawing no. W04 -51 j (sheet 7 of 7 ) • • 1/8" ANN. GLASS .090 INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" ANN. GLASS GLAS 4 ' E 'A' SIUCONE DOW CORNING 795 1/8" ANN. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8" ANN. GLASS GLASS TYPE 'B' GLASS TYPE 'C' SIUCONE DOW CORNING 795 3/16" ANN. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16" ANN. GLASS SIUCONE DOW CORNING 795 1/8" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" HEAT STREN'D. GLASS GLASS TYPE 'Al' 1/8 HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8 HEAT STREN'D. GLASS GLASS TYPE 'B1' 5/32" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8" HEAT STREN'0. GLASS GLASS TYPE 'D' SIUCONE DOW CORNING 795 SILICONE DOW CORNING 795 SIUCONE DOW CORNING 795 0 FALSE MUNTINS (SURFACE APPUED) MAY BE USED 1 1 1 WINDOW WIDTH 1 1 10° •M. • HEADWSI .L 1 1 33 1/2 a a -J 33 3/8 • 33 1/2" • • • • • • ' • • • ••a • • • • • • 3 O 6" MAX. HEAD /SILL CORNERS D.L OPG. 37 5/8 VENT WIDTH SERIES -2000 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 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 MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS 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 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. 111" D.L. OPG. TYPICAL ELEVATION TESTED UNIT 0 D.L. OPG. 37 5/8" VENT WIDTH • • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • •. • • • •• • • • • • • • • • • •• • • • • • • • m • • LAMINATED GLASS LARGE MISSILE IMPACT MAY 1 6 NOB PRODUCT REVISED as complying with , ?s Florida WEAR Code Ace id® Date Product C,ashal /3 !3 • • • • 6 Ri n 3 • a S • • 4 -2 tpW • • • re ex Q• 6 Q el °I vo O a a a *+ o 6. gg o e _J 4 z co) c 0 N 0 a • U ° z 0 'a, 0 N � '° 0 0 = 4 m 8 5 0 o " 00 U O 0 3 0 a U .o drawing no. W03 -75 sheet 1 of 8 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS 'IYYi! 1B1' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'Al' 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 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 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 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 26 -1/2" 37" 53 -1/8 74" 50 -5/8" ( 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 30.0 80.0 83.3 90.0 7 - - 70.0 90.0 70.0 83.3 90.0 26 -1/2" 37" 53 -1/8" 74" 63" N 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 58.9 67.3 70.0 90.0 70.0 80.0 83.3 90.0 5 42.6 48.7 70.0 86.6 70.0 80.0 83.3 90.0 7 - - - - - - 83.3 90.0 24" 38" 48" 60" 72" (2 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 24° 36" 48' 60" 72' (3 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 24" 36" 48" 60" 72" 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 24" 36" 48" 60° 72' 60' (5) 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 54.2 61.9 70.0 90.0 70.0 80.0 83.3 90.0 5 45.1 51.5 70.0 87.3 70.0 80.0 83.3 80.0 6 - - 70.0 78.7 70.0 78.7 83.3 90.0 ��,�,��sa��Wr�w. sWa.srwawe��caa mraasmr�rie :a�rmammm'e�Lmr�3rairirim • • • • ••• A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER M STD. SILL WITH RISER UNIT EXT.(+) LOADS TO 53.3 PSF UMIT EXT.( +) LOADS TO 70.0 PSF 4 STD. MTG. RAIL HI -RISE SILL WITH RISER HI -RISE SILL WITHOUT RISER LIMIT EXT.( +) LOADS TO 87.5 PSF UNIT EXT.( +) LOADS TO 83.3 Psr H.D. MTG. RAIL Engr: OR. � H p U � M UNN FAR= SIRUC1URES FLA. PE ! 16557 C.A.N. 3538 • •• •• • •• • • • • • •4 • • • • • • • • ••• • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • 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 an Caine ••• • • • • • • • •• • • • • • • PRODUCT IMBED as comp9ylag with Eke rkeide Balding Cede lc9scc No !; • .r. Date MYreigi 013 ‘,/ ii i. • i h m U Itr 0 c c 0 0 0 v 0 G 8 � 4 1 O 0 W N 8 a 2 0 0 drawing no. W03 -75 (sheet 2 of 8 D ESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A1' GLASS TYPE '81' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'Al' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXr.( +) INT.( -) 74' 106 -1/4' 111" (3 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 83.3 90.0 74 " 106 -1/4° 111' -3/8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 8.3.3 90.0 10 - - - - - - 83.3 90.0 74" 106 -1/4° 111° 50 -5/8' (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 83.3 90.0 74" 106 -1/4" 111" 63" (5) 7 45.4 51.9 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 83.3 90.0 10 - - - - - - 83.3 90.0 72" 84" 96' 108' 24" ( 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72' 84" 96" 108' 36" ( 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72 84" 96' 108" 48 ( 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72" 84" 96' 108" 60' ( 7 54.2 61.9 70.0 90.0 70.0 80.0 83.3 90.0 8 47.6 54.4 70.0 90.0 70.0 80.0 83.3 90.0 9 - - 70.0 83.9 70.0 80.0 83.3 90.0 10 - - 70.0 78.7 70.0 78.7 83.3 90.0 DESIGN LOAD CAPACITY - PSF (XOX SIZE • • • • • • DIMS. A STD. MTG. RAIL • Lr. D? VFG' &It GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A1' GLASS TYPE '131' GLASS TYPE 'C' GLASS TYPE• !Di • • :GLASS ems, I • . • • • • WIDTH HEIGHT EXT.( +) INT.( -) EXr.( +) INT.(-) EXT.( +) IN% o ' OT.( +) ,I lT.t- ' 74" 106 -1/4" 111" 26" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 • •- 10 - - - - - - • • • 93.3 ••900 • • • ' 74" 106-1/4 111' 38 -3/8' (3) 7 70.0 80.0 70.0 90.0 70.0 1.- 80.0 : 134 • 90p• • 10 - - 70.0 90.0 70.0 80.0 • • X3.8 • 901 . 10 - - - - - - 83.3 90.0 74 5 8" 7 - - 70.0 90.0 70.0 80.0 83.3 90.0 74" B(53) 7 - - - - - - 83.3 90.0 72" 84" 96" 108" 24" ( 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 • 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72" 84" 98" 108" 36 (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - 70.0 90.0 70.0 80.0 83.3 90.0 72" 84" 98 48' (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 - - 70.0 90.0 70.0 80.0 83.3 90.0 9 - - - - - - 83.3 90.0 72" 60" (5) 7 - - 70.0 90.0 70.0 80.0 83.3 90.0 STD. SILL WITHOUT RISER A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB M N OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH STD. SILL WITH RISER OMIT EXT.( +) LOADS TO 53.3 PSF LIMIT EXr.( +) LOADS TO 70.0 PSF CO N HI -RISE SILL WITHOUT RISER UMIT EXT.( +) LOADS TO 66.7 PSF ma • STD. MTG. RAIL, rz G U.D. MTG. RAIL ao N) HI-RISE SILL WITH RISER UMIT EXT.( +) LOADS TO 83.3 PSF A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) 4 OPERATING VENTS TO BE 1 /4 OF THE WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 CAN. 3538 1 6 2008 PRODUCT REVISED E9 Co 3pi g with *8 8FJdIiis C Asa .zee No 3.13 Date • ••. • • • • • . .• C . • • 1 . .co • • • r • • •� • • .2 • • N_ � O ▪ � g•• te 0.. D 0 g W M O O .'a O E 4 • W U. m 4 W a -o ' z to 111 w N M Z J 0. 0 0 0. 0 w 0 N 0 0 2 0 U 0 c PI 0 0 N 1 drawing no. W03 - 75 (sheet 3 of 8 • • ••• 0 • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING 16Y WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING Cif BUCK D STRUCTURE MIAMI —DADE COUNTY APPROVED MULUON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 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 TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" TAPCONS 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 DRILUNG SCREWS INTO DADE COUNTY APPROVED MULUONS (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: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SIUCONE. 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 MAY 1 6 2008 PRODUCT REVISED es emptying with the FlorWq i ;> . Code Acceptance No 1i -r Bate drawing no. W03 -75 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF /R K6 1 ES1003 1 FRAME HEAD 6063 —T5 — 2 ES2001 -1 1 STD. FRAME SILL 6063 —T5 — 2A ES2012 1 HI —RISE FRAME SILL 6083 —T5 — „°, : • • ••• • . : • • • 3 ES2000 -3 -1 1 FRAME JAMB VENT 6063 —T5 . • �� • • • • — • • • • • li 4 62000 -1 1 FRAME JAMB FIXED 6063 —T5 . . • — • • • 5 ES2000 -5 -1 1/ VENT FIXED RAIL 6063 —T6 — 6 ES2000 -4-1 1/ VENT STD. VENT MEETING RAIL 6063 —T6 — • • • • • • • • • • • 6A ES2004 1/ VENT H.D. VENT MEETING RAIL 6063 —T6 • . • — • • • 7 62000 -7 -1 2/ VENT TOP AND BCTTOM RAIL 6063 —T5 — • • • • • • • 8 ES2000 -6 -1 1/ VENT JAMB STILE 6063 —T5 — 9 ES2000 -8 -1 AS REQD. GLAZING BEAD 6063 —T5 — 10 62002 -1 1 SILL TRACK INSERT 6083 -T5 — 11 62011 AS READ. STD. SILL RISER 6063 —T5 — 11A — AS READ. Ht —RISE SILL RISER 6063 —T5 — 12 ES1009 2/ VENT VENT LATCH 6083 —T6 AT 8" FROM ENDS 13 61012 1/ LATCH VENT LATCH SPRING ST. STEEL — 14 — AS READ. FOAM FILLED FABRIC W STRIPPING — SCHLEGEL 15 #8 X 1" AS REQD. 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 16A #10 X 4" 2/ VENT FIX. RAIL SILL SCREWS (HI —RISE SILL END) CRS P.H. SMS 17 43620 -187 AS READ. VENT & FIX. RAIL W'STRIPPING — AMESBURY OR EQUIV. 18 43628 -187 AS REQD. FRAME JAMB W'STRIPPING — AMESBURY OR EQUN. 19 WPHL -100 2 BAFFLE — M & M PLASTICS 20 #6 X 3/8" 2/ BAFFLE BAFFLE SCREW — P.H. SMS 21 ES1010 AS REQD. GLAZING GASKET SOFT PVC — 22 ES2007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC — 23 ES2006 2/ VENT ROLLER BRASS /ST. ST. — 24 62005 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 TYPICAL. ANCHORS SEE ELEVS. FOR SPACING ALT. ALT. . v• TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 Y .1 6 2008 • ••• • • • ••• = - as • • • •• •• • PRODUCT REVISED as complying with the Celan Code Accepts= No Ex* Date • • a • • • -• aD • • n • • • . .G t o O aa c O et W 3 LL >4 LL Z_�- ( J CD ( ) � J • z cn IV 0 0 N 1 W c 0 . 0 Q 0 m v .0 0 . 0 c z 0 a ( J 1 ) a a 0 drawing no. W03 -75 (sheet 5 of 8 METAL STRUCTURE ,%1111111111 D.LO. EXTERIOR WINDOW WIDTH D.L.O. 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" SHIM ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH 1111/11/11 WOOD BUCK EXTERIOR WINDOW WIDTH f• 11111111111814 1 1p101111" SCREEN OPT: ----# VENT WIDTH XO LAYOUT OX OPPOSITE XOX LAYOUT MIAMI —DADE COUNTY APPROVED MULLION WINDOW WIDTH 1 /4" MAX. SHIMS VENT WIDTH • v1BY WOOD BUCK 7 TYPICAL ANCHORS Db SEE ELEV. • o FOR SPACING 7 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1/4" MAX. 7 P7 - o 1BY !WOOD BUCK F a v' TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr. DR. HUMAYOUN FAROOQ FLA .P P U E # 18557 C.A.N. 3538 MAY 16 2 o Ii�OiuCF i V>ffi> 1:�i • .•• • • • ••• • • • •• •• • • • • • • • • • • • • •.• • • • • • • • • • ••• • • • • ••• • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • 4 1 •• • • • • • lay /I paw / camel I • 4 13 i s • • • • ao • • • • �.• • 2 O o 11 • ce p? Q f t ) 3u- J ® j Q W 1 2 I- 3 41 O O N COI ff c 0 a .` 0 m .1 a 6 z 0 O m 0 cv a N 0 c t 1 N 0 1 i 8 drawing no. W03 -75 (sheet 6of 8 AS' c - . • • • •• • • ••• .• • 857 p .837 .328 d - I r - • • • • •• • • • • • • • • • • • • • 2.186 2.330 r 1.242 8� 062 .147 BEAD 715 543 1 1)1 AL- FAROOQ CORPORA ENGINEERS & PRODUCt DEALOPMENT 1238 S.W. 87 AVE •• • • ••••• MIAMI, FLORIDA 33174 •••• TEL (305) 284-8100 FAX. (305) 282 -6978 COMP— ANL \W( 062 1.344 x 1.434 250 2t BULB VINYL O GLAZING _i___. .062 0 VENT 813 - - •.930 -! TOP /BOTTOM RAIL 1.421 • � • • •, • 813 . - -1.400 HEAD 2.188 .760 - .930 FRAME .062 .949 ¢ 12 VENT .078 1.230 LATCH - .992-x{ - >-1.118--� 1.149 . 868 .813 2.996 STILE .813 IL.E .489 G8 1 JAMB t I SERIES -2000 ALUM HORIZ. SUDING WOW. (LM.I.) E.S. WINDOWS 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 840 -9857 FAX. (305) 593 -2074 062 TYP• .983 2.190 .062 b 2.375 ,500 2.063 - .062 ` 2.268 27 FLUSH FRAME ADAPTER .500 .868 k 1,130 O2 2 330 STD. FRAME SILL .068 - .046 - - O STD. MEETING 1.250 - RAIL - .9921 1.118-.- .450 2.500 .813 3.437 2.063 133H5 SIH1 3ONVH3 ON uondinsep UPDATED FOR 2004 FBC 133HS SIHl 30NVHO ON GENERAL REVISION .062 TYP. 983 2.816 .062 1.630 _ .930 0 11 STD. SILL RISER H.D. / MEETING 1.250 RAIL a a 500 .068 - - - 2.130 - .750 £0'8t'80 Slop 90' L L'S0� ILO'Lt'60I I90'Z LBO 2.330 HI -RISE FRAME SILL < Y U , m v o .450 2.113 1.675 ∎ 2 392 •062 2.555 2.392 .813 809 011WH .046 2.941 188 .062 .250 1.212 Engr DR. HUMAYOUN F 00Q STRUCTURES ftr1 PIE 18557 C.A.N. AY 1 6 2 PRODUCT Li •s eQ�e Pss�L�E #tai�a3� e+eF ee Is f .% • 0 1 rs7 992 2.330 1.678 .282 .062 ga Dag "Wit . 01' , , r -; ? „:p , .312 0 .062 1.250 FIXED MTG. RAIL to SILL 1.098 TRACK . .969:..:. JAMB FIXED .969 �! 0 FRAME JAMB VENT O FRAME 1 drrawwing no. TtV3-75 0 HI -RISE SILL RISER (sheet 7 of 8 c - . • • • •• • • ••• .• • Tam 1 VENT TOP /BOTTOM CORNERS FIXED MTG. RAIL CORNER FRAME TOP CORNER FR BOTTOM CORNER Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE t 18557 C.A.N. 3538 • • ••• • • • ••• • as •• • • V •_ -• •,• • ••••• • • • ••• • • • PRODUCT REVISED oc complying with the florid* Ridding Cede Rio N " Wen Bete • ••• • • • • • • • • • • • • • • • • • ( a 0 v z 0 rn 0 c7 N i3 ( drawing no. W03-75 (sheet 8 o 8 ...� 2..:... � �_�K, -. �.. + •4' . o- ,�!?+•:+hT!r' ^.. WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH E 1 I I 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 UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. + - l sL M..> i®6211 $ ° -• 1I0Yi2=r1MOLwwlBSv 2i+F==•4=s ai s 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 MU WON APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHWt_IS 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 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. 6" MAX. FROM ENDS =1 t 12" MAX. HEAD /SILL I 1 I , JJ _____ I 1l TYPICAL ELEVATION Enr. DR. HUMAYOUN PROM STRUCTURES FLA. PE / 16557 C.A.N. 3538 APR 0 9 2008 • ••• • • • ••• • • •• •• • •• •• • • • • • • • • .• • ••• • • • • • • • • • • • ••• • • FALSE MUNTINS (6 UR! APPI•IEIZ1 • • • USED • • • • • • • • • • • • • • • •• • • • to m ••• • • • • • • • PRODUCT DEVMSED as complying with thf Florida Rattling Cade ace No Les Date idisod st ;,;• Pnkahat Coated • THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • •• 1 M ( to C O 0 a 00, 0, •0 °n O in 0 2 M Y! f0 0) o 0 0 0 fo p N 0 N 'p 8 8 = o m 0 0 ,b 0 0 1 drawing no. W03 -57 sheet 1 of 7 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'B' & 'C' � GLASS TYPE 'A' GLASS TYPES 'B' & 'B1' GLASS TYPES 'C', 'Cl & 'C2' GLASS TYPE 'A' GLASS TYPES 'B' & t • ',c r • • GLASS. TYPES I C 4 'C2 WIDTH HEIGHT Exr.( +) 1NT.( - ) EXT.( +) iNT ( - ) EXT.( +) 1NT.( - ) EXT.( +) iNT.( - ) EXT.( +) 1AT )• ifT.( +) 1gN1'.( - - 19 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 .. v.@ • 80.4. 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.8 . tQa 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 }A .D • 80.0 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 19 - 1/8' 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 65.2 70.0 70.0 70.0 90.0 70.0 80.0 46.7 46.7 46.7 48.7 46.7 46.7 68.1 68.1 70.0 90.0 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 85.7 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 70.0 90.0 70.0 80.0 46.7 46.7 46.7 46.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 - - 34.1 34.1 34.1 34.1 - - 66.4 85.3 66.4 75.9 19 -1/8" 26 -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 65.2 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 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 - - - - 32.5 32.5 - - - - 63.2 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 65.2 70.0 70.0 70.0 90.0 70.0 80.0 - - 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 10 26-1/2" 37" 48° 53 -1/8 74 -1/4 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 46.7 46.7 - - 70.0 90.0 70.0 80.0 - - - - 38.0 36.0 - - - - 70.0 80.0 - - - - 32.5 32.5 - - - - 63.2 72.3 z z m In 1/8" ANN. GLASS u, 0 w .090" INTERLAYER 'DUPONT BUTACITE PV8' --1/8° ANN. GLASS GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' SIUCONE DOW CORNING 795 ADHESIVE FOAM TAPE 3/16" ANN. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16" ANN. GLASS SIUCONE DOW CORNING 795 ADHESIVE FOAM TAPE 3/16' HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16° HEAT STREN'D. GLASS SIUCONE DOW CORNING 795 ADHESIVE 1 ri FOAM TAPE / V7 CO 3/16" ANN. GLASS .090 INTERLAYER 'DUPONT BUTACITE PVB' 3/16" ANN. GLASS 0) 0 it SILICONE DOW CORNING 795 ADHESIVE FOAM TAPE I r I GLASS TYPE 'B1' 3/16 HEAT STREW!). GLASS .090 INTERLAYER ' DUPONT BUTACITE PVB' 3/16° HEAT STREN'D. GLASS GLASS TYPE 'Cl' SILICONE DOW CORNING 795 ADHESIVE FOAM TAPE ICJ GLASS TYPE 'C2' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El300 -02/04 (3 SEC. GUSTS) W 5/32" HEAT STREN'D. GLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 1/4° HEAT STREN'D. GLASS SILICONE DOW CORNING 795 ADHESIVE FOAM TAPE J L • • ••• • • • ••• •w • w• • • • • • • . • • • •• • • • • NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Engr. DR. HUMAYOUN VAR000 STRUCTURES FLA. PE x_16557 C.A.N. '33553A L PR 0 2008 PRODUCT REVISED t complying with t1 a Moridta Bdidies Cade Meoptrace Delo de Pruden l� • • • Z • . • •4 •• 0. J • W • • Q T 4 Q ti og y O Q W iW V.Z .1d0)3 %6r* 0 n 0 0 V • • •/ • . • lc • • CA 2 m m 0 N M 3 J 'vi C O 0) 1 C 0 n 0 m v .0 4) 0 0 c u h 0 a ai 0 m W g 0 0 W g 0 m N 2 0 C drawing no. W03 -57 (sheet 2 of 7 .33 yv:�r n _Y <`^L,' ^.• t!+t'� �?'?igt% Y....`V -_<.r p� �.`.-•., , - ...x�.3�A.... t. N28=11132 • • ••• • • 1 • ••• 1 •• • • • G• •• • • • • • • • • • • • • • •• • • 0. • • • 5737 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES `B' & 'C' WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES '1 GLASS TYPE 'A' GLASS TYPES 'B' & 131"C', GLASS TYPES 'C1 & 'C2' GLASS TYPE 'A' GLASS TYPES '8' & 'B1' GLASS TYPES 'C', 'Cl & 'C2' GLASS TYPE 'A' GLASS TYPES 'B' & 'Bi' GLASS TYPES 'C', 'Cl & 'C2' GLASS TYPE 'A' GLASS TYPES... 'B' & 'B1 PO •• •• •• • • • • ••..•. AL— FAROOQ COMMA:ATKIN ENGINEERS & PRODUCT DtVELOAMENT. • • 4 1235 S.W. 87 AVE • • • MIAMI, FLORIDA 33174 • • • • • • • •• TEL (305) 264 -$100 FAX. (305) 282 - 681 • COMP— ANL \W03 WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.(*) 1NT.( -) EXT.( +) 1NT.( -) EX ,( +) 1NT.( -) WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1•T.( -) ExT.( +) 1NT.( -) EXT.( +) 1NT 18 24 30" 36 42" 48" 54" 60" 36 " 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 18 24 30" 36 108 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90 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 57.6 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80 -0 - - - - 57.6 57.6 - - - 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 - - - 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 18" 24 30 36 120" 56.2 58.2 70.0 90.0 70.0 80.0 56.2 56.2 70.0 90.0 48.0 48.0 46.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.13 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 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 - - - - 57.6 57.6 - - - - 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 - - - - 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 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 "j L 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 • J • ./� //, %' 41.1 - 41.1 - 41.1 36.0 41.1 36.0 41.1 36.0 41.1 36.0 60.0 - 60.0 - 70.0 70.0 90.0 90.0 70.0 70.0 80.0 80.0 j ii! __ c ) 1 r , SERIES --1500 ALUMINUM FIXED WINDOW E.S. WINDOWS 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 640 -9857 FAX. (305) 593 -2074 - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 - - 38.0 36.0 36.0 .36.0 - - 70.0 90.0 70.0 80.0 18" 24 30' 36' 42" 48" 54" 60" R iL7 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 NOTE: 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 57.6 57.8 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY HORIZONTALLY SHOWN AE1OVE. 48.0 48.0 48.0 48.0 48.0 48.0 87.3 67.3 70.0 90.0 70.0 80.0 OR AS - - 41.1 41.1 41.1 41.1 - - 70.0 90.0 70.0 80.0 - - 36.0 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' 36" 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 57.6 57.6 57.6 57.8 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 C > :SUOISIAEU, 'description 1 REV. PER BCCO COMMENTS A3a SUIYHD,I 0300V S3dVHS [GLASS TYPE C2 ADDED 1 - - - - 32.0 32.0 - - - - 82.2 71.1 - - - - 28.8 28.8 - - - - 56.0 64.0 18" 24" 30" 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 - - 57.6 57.6 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 36.0 - - - - 70.0 80.0 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 £0'9Z'60 GDP I50'5D'BO 1•0' tl'tt' [s - - 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 0 < m U C • - - - - 41.1 41.1 - - - - 70.0 80.0 - - - - 36.0 36.0 - - - - 70.0 80.0 dr. by HAMID 18 24" 30 38' 42" 96 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 Engr. DR. 1-14 . YOUN FAR= STRUCTURES FLA. C.S.N. 35 3_38 16557 t PRODUCT REVISED Iomle4geaeg wai)� ffis EIeP1i$8 Balding Cede tao / ' " '` • QC, ■ '3i< ba ,e >ijil'7I��'�/ i � Dade { . .• • . '- - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 - - 57.6 57.6 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 NOTE: t GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS). drawing no. W03-57 (sheet 3 of 7 .33 yv:�r n _Y <`^L,' ^.• t!+t'� �?'?igt% Y....`V -_<.r p� �.`.-•., , - ...x�.3�A.... t. N28=11132 • • ••• • • 1 • ••• 1 •• • • • G• •• • • • • • • • • • • • • • •• • • 0. • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY METAL WOOD BUCK STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING 2BY WOOD OR WOO UCTURE 2 g TYPICAL ANCHORS SEE ELEVS. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA • • ••• •• •• • • • •• •• • • • • ••• • • • • • WOOD BUCKS AND METAL STRUCTURE NOT BY • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRURTUREs • • • '•; • • • • •• • • • • • • • • • • • • • • • • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' 3/16" 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 INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY J16" TEKS OR SELF DRILUNG SCREWS (GRADE 5 CRS1 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 INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRI IING SCREWS INTO METAL STRUCTURES S I ttL : 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'— #10 SMS OR SELF DRILUNG 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. HUMAYOUN FAROOQ STRUCTURES FLA. 1 # 16857 CAN. 3538 APB? ) 9 2008 IIra� Coyle Acceptance No Date 060 WON ilGiW .dYYWiW .v. • • • • • • (• • • • Z • O• r~ • • ; 4 �i N a I• O •• 1! J W • • ?� O ' v aI;I pdao •� vtm w o Q W� t ¢ H N d 3z • N 5 v id N 0 0 a 0 0 .0 0 0 u 8 0 0 .y 0 0 R N 0 0 M I 0 1 1 m W 2 0 drawing no_ W03 -57 sheet 4 of 7 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER/REMARKS 1 E55001 4 WINDOW FRAME 6083 -T5 - • • • • - • • • • • 2 ES2000 -8 OPTIONAL GLAZING STOP 6063 -T6 3 ES5002 4 FRAME COVER (OPTIONAL) 6063 -T5 - • • • • • • 4 #8 X 1 AS REQD. ASSEMBLY SCREWS CRS PH SMS • 5 - 2/ LITE SETTING BLOCK NEOPRENE 7/16" X 3/16" X 3 -1/2" LONG 6 E52000 -10 OPTIONAL GLAZING GASKET SOFT PVC - • • • • - 7 E51505 - FLUSH FRAME ADAPTER 6063 -15 • • OPTIONAL • _ • •• r 1/4" SHIM MAX MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA EXTERIOR D.L OPG WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH IL- 1 /4 SHIM MAX.., 7 i TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK 1/4 MAX. Engr. DR. HUMAIOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE PRODUCT REVISED es Comp1yhtg with the Flerlt t esidles Cede Dade .11,6 LS 1//.. _ �O i • • ••• • • •• •. • • •. ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • •, • • • • • • • •• • • • • • • Ta r Q t • �� H � n 1 ftg p•• 1 •Os • • - 1 O 13 O (6 p aS > � ° Sc. e1 • ts • (0C° tv N• z'" • O of El J o1'SQ t W O 0) . ••• • , c 0 c 0 N m 0 4) O ° to W 0 CO O 0 O co t0 I) O O t: c drawing no. W03 -57 (sheet 5 of 7 ) • • • . • • • • • • • • 1.000 .813 .621 FRAME 1 . 837 803 I .062 fI GLAZING STOP (OPTIONAL) 733 .577 .04 .868 2.330 FRAME COVER (OPTIONAL) 0.142 .328 .543 II I I .250 BULB VINYL (OPTIONAL) .770 2.190 .062 .500 2.268 -� FLUSH FRAME ADAPTER ALUM CORNER LOCK (6063 —T5) .537 1/4" MAX. SHIMS 'A a' 4 4 ' • O c ALT. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. TYPICAL ANCHORS SEE ELEVS. FOR SPACING Iti TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr OR. HUMAYQUN FAROOQ STRO -TURES FLA. PE 17 16557 C.A.N. 3538 2'3ODUCT REVISF.0 as complying with the Florida Gadding Code No iik a: • • ••• • • • • • • • • • • •• • • ••• • • • • • •• • • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • •• • • • • • • ••• • • • • • • •• • • • I_ ••• • l • • • • � • 3 • $ • • 4 CV C4 • 1 a_ la Ix -.• •e 0 Y • •* 0 • ▪ •� • • . • 0 O z a C M • W l9 0 aQ Q S u 0 4 w ti a W tQ ( 1 r2 g ( C n U •1 0 a w . y o 0 0 0 �+ w .- N goo N m (D 88 • m U O 0 n 0 1 i 3 0 ( ) drawing no. W03 -57 (sheet 6 of 7 ) w u7 • • • • • • is • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • RECT. OR SQUARE WINDOWS TYPICAL CORNER DETAILS ALUM STRAP W/ (2) SCREWS AT EACH LEG ALUM STRAP W/ (4) SCREWS AT EACH STRAP RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS • • •• . • 1 • • drawing no. W03 -57 (sheet 7of 7 } • • i • •y • • • • • • • • • • • • • • • SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT / CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TW0 OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON 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 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 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. SINGLE VENT WDW. GLAZING DETAIL SIUCONE DOW CORNING 795 1/8° HEAT STREN'D GLASS .090 INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D GLASS SURFACE APPUED FALSE MUNTINS OPTIONAL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 3 II \ II \ B H \ 9" 1 1 3 DUAL VENT WDW. Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 30 5/8" D.L OPG 35 7/8 VENT WIDTH • • •• • •• •• • • • • • • • • • • • • • • • (• • • • ••. • • •` . - . • • •• • • 'k •• • �; • • • m• .� ••• • - . • � P. W �q •• • • • • • ••� • • • • •Oi • • • 114 : _.._. • f� o • LL O ff• : • s 1m �? >4 _ p 4 t E i • o Q all u. 1D M {L ) , 6 J cf4i o • ••• • • • • • • • • MAXIMUM DESIGN LOAD RATING = + 85.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 85.0 PSF THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUIItRS ARE NOT REQUIRED. exz;r;`yin g wish the I'[::ri i3ni .i%{ CA/Lie p��,�ge�q_�.tA ,YGFI`AYC • lifluggi Dale Prod acd Coaxal c c in c 0 0 0 a • • • • •• •• • • • • • • C c a 0 a T A 0 0 a 0 c drawing no. W08 -08 sheet 1 of TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 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 TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4 TAPCONS 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 #14 SMS OR SELF DRILLING SCREWS 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. JAN 2 8 2008 drawing no. W08 -08 ': m . eR#= c^? Il pp'N bG i IK "11y1°bO 'i Ull'S 1'?�,�R►r191�s°BIIPII�ii kaalraeye:Pats• = -•. 5 ri�aui++. e° . yanl= sv»!;m• f. ' Ir. g'>,∎ •4.' 84 - -. crams o Gi1�i'.idYW geaaoi od.i.ismi ac. 3/16 MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE W TYPICAL ANCHORS SEE ELEV. FOR SPACING 1111111111 sit ■I� (Dm � � 0 m- _' CAM 49 RI X17;_ rUITM a SCREEN OPT: -- 0 EXTERIOR D.L OPG. VENT WIDTH WINDOW WIDTH SHIM 1/4 SHIM MAX. 0 0 SINGLE VENT WINDOWS 1/4° MAX. DUAL VENT WINDOWS 1 BY ;WOOD BUCKS TYPICAL ANCHORS SEE ELEV. .POR SPACING CAM HANDLE MIAMI -DADE COUNTY APPR,D MUWON SEE SEPARATE NOA WINDOW WIDTH 1 /4° MAX. SHIMS Engr. DR. HUMAYDUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3535 JAN 2 8 2008 TYPICAL ANCHORS • SEE ELEV. FOR SPACING WINDOW WIDTH 4: • o ® II f ilD t1117 NM WM WE a ■ 1'� % &i m .tL m 0 QI iD W000 BUCK D STRU SCREEN OPT. D.L OPG. WINDOW WIDTH EXTERIOR D.L OPG. VENT WIDTH VENT WIDTH 111111111198E a.. 1 p' TYPICAL ANCHORS SEE ELEV. FOR SPACING • ••• • • • • • • Approved as mplying with the Florida Budding Code I ate ' ' r Q 11OM I /T'T!��al. M Dade d BY • • ••• • • • ••• • • •• • • • •• 1 • E. w 0 i alI is • • •• •o 1 1 co • i•0 • s • ! ,. C.4 <2 1 • • ••• • • • • •• • • • • • a M ref 0 W O a d p o it O Q 10 AIL i u 0 Q Wd F el 8 O a r N I M Ol rn T s • cO N rn M • '` 3 z '� N La M N Q j in c 0 } C O a 0 QJ a a d 0 L. 0 • .c" A t drawing no. W08-08 sheet 3 of 5 • • • • • • • • • ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLiER:REIl t 1 ES5001 -5 1 FRAME HEAD 6063 -T6 - 2 ES5001 -6 1 FRAME SILL 6063 -T6 - 3 ES5001 -3 1/ VENT FRAME JAMB -HINGE SIDE 6063 -T6 - • • • • • •• • 4 ES5001 -4 1/ VENT FRAME JAMB -LATCH SIDE 6063 -T6 - • • • • • 5 ES5002 -1 1/ VENT VENT TOP RAIL 6063 -T6 - • • 6 ES5002 -2 1/ VENT VENT BOTTOM RAIL 6063 -T6 - 7 E55002 -3 1/ VENT VENT SIDE RAIL -HINGE SIDE 6063 -T6 - • • • • • • • 4 8 ES5002 -4 1/ VENT VENT SIDE RAIL -LATCH SIDE 6063 -T6 - • • • •• I 9 ES5004 -1 2/ VENT SNUBBERS, 2 -1/2" LONG (AT 11 -1/2" & 52" FROM BOTTOM) 6063 -T6 - •• • i d 10 ES1008 -4 AS REQD. GLAZING BEAD 6063 -T6 - 11 ES1010 AS REQD. GLAZING WEDGE SOFT PVC - 12 - AS REQD. FRAME & VENT ASSEMBLY SCREWS - #10 X 1 -1/2" PH SMS 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - #8 X 1/2" PH SMS 14 E55008 AS READ. OUTER WEATHERSTRIPPING NEOPRENE - 15 E550058 AS REQD. INNER WEATHERSTRIPPING NEOPRENE - 16 PJS40 -SS AS REQD. 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 18A - 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 - 2/ TRACK TRACK MOUNTING SCREWS - #10 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) - SULLICAN & ASSOC. 25 - 2/ LOCK LOCK MOUNTING SCREWS - #6 -32 x 1/2 PH MS 26 ES5013 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 SULLIVAN & ASSOC. 29 - 2/ KEEPER KEEPER MOUNTING SCREWS - #10 X 3/8" PH SMS 30 - OPTIONAL 5/16" BOX SCREEN - - 31 ES5014 -1 - DRIFT REs111AIN 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 6063 -T6 37 ES5010 AS RQD. IMPOST STD- ttNER 6063 -T6 2.125 0000 0000 t�V .062 FRAME VENT 4.811 3.873 r _1.185 1 L.950 i -1.186 IMPOST IMPOST STIFFENER 1.098 .803 147 .837 L .062 GLAZING BEAD Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE it 18557 C.A.N. 3538 JAN 2 8 2008 Approved so complying with the Fiarido Date DOAD A 1 1, • Mod t1adp Predact • • ••• • • •• •• • • • •• .• ••• • • • e • • • f••• • (�s • L . • J g ..• X , ' • • • p) • O a; «1 F' w �i mE g N 0. a 1, 0 ••a • :CC; Q 1,b �• • . O O r 1 7 1 C0 I V / O °-a 0 t43 P" re O Q W tL (y Zui J n Q tll 5 N 0 1 0 N 0 o m Zto o JtLi ` J m e • N LI I ! U) c 0 5 L c 0 - o 0 N .fl 0 0 0 0 . 0 0 drawing no. W08 -08 (sheet 4 of 5 • • • • IMPOST CORNER VENT CORNER FRAME CORNER Engr. OR. HUMAYOUN FAR000 STRUCTURES RA PE # 16557 CA.N. 3538 • ••• • • • • • • •• • • • • • • • • • • • • II Approved as complying with the Florida Bolding Cods Date NOM [Hai Me Product • • ••• • • s •• co ••• , co • g • • • $. • • a1•J b • • i�1 • 1 • las � a a s " CL •0 l• : . q •. ' •� • 5- .'a if' Q • a.QO 0 1 . fig 111 J t a 6 i • • • • . • • ••, • • in co co ID 0 N C 0 W m N 0 a T .0 m O 'a O C 5. A A u C ) drawing no. W08 -08 sheet 5 of 5 • r N 0 0 J a c 0 0 0 c in 1.05" (TYP.) 1.01 LABEL LOCATION 2.02" 1/4 -20 MACHINE SCREW @12" O.C.(STUD DIRECTION MAY BE REVERSED) c 0 .091" L STORM PANEL SCALE : 3" = 1' -0" .632" Li. Ti 12.00" COVERAGE 14.375" 40 .125" TYP. .375" R 1 1.00" MIN. 1 5.00" MAX. 4 N 2.02" 1.525" .090" 060" SYM. .315" R .090" .150 "in 215 " in.215 4b STUD ANGLE O ANGLE ®C -TRACK (FINISH) SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" SCALE : HALF SIZE z I 1.05" MIN. l TYP. .E NOTE No. 10 j, 6.000" COVERAGE 8.332" 1 a HALF STORM PANEL SCALE : 3" = 1' -0" GENERAL NOTES: 1. WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOM BY MIAMI-DADE OF THE FLORIDA BUILDING ( CODE 2004 E HIGH VELOCITY 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. 4. FOR SPECIFIC APPLICATION ARE GENERIC AND SYSTEM�LUDE INFORMATION 5. U EOF T A PROVA E NTS SHALL COMPLY WITH CHAPTER 61G15 -23 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND IN EITHER FROM THE EXISTING RURAL DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. BUILDINGOFFICIAL CONDITIONS FROM FOLLOWING OPTION DOCUMENTS, THE A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY AS A CONDITION E TO THE BUILDING OFFIICIAL B) REQUIRE THAT A ONE TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION ZONE AREAS ONLY OPTION "B" SHALL BE ACCEP BY BUILDING OFFICIAL. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: TOWN & COUNTRY INDUSTRIES, INC MIAMI -DADE COUNTY PRODUCT APPROVED 10. FOLLOWING MINIMUM SHALL BE NESS 3004-H34 OR PROPERTIES: NOMIN 050 11. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 13.DOPATEOPANELS DETAILS BE MOUNTED L E A FIELD CONDITIONS EX FOR "'h" AND "U" HEADER MOUNTING CONDITIONS. J z 4 CL O f- In w 01 X ro w J m 4 1- i w w u 01 z Q 01 1 2 Q °h° HEADER SCALE : 3" = 1' -0" 1 , 3.385" MAX. .313" ,092" .177" �N I 377" BUILD -OUT F -TRACK SCALE : HALF SIZE Lmax., SEE STORM PANEL SPAN SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE: 1/4" = 1' - 0" Ia SIDE MOUNT PLAN VIEW °F° TRACK SCALE : HALF SIZE WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) j--TOP MOUNT TYPICAL SECTIONS, PLAN VIEW N NEY HOLE SLOT' \650 "0 2 ,? -- ---- " - -COI( HOLE SLOT (TYP.) BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' - 0" 315"0 1/4" MAX. 0 °U° HEADER 3a BUILD -OUT °U° HEADER ��// SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" 1/4" MAX.-4 ' ' F IMIMMX=X0mvr.b.. xa9, != wMaImilU .:GMAISMSMarilOCEMIIM vne.' +r^C7 ": EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. TRAP MOUNT CLOSURE DETAIL SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN THE SHUTTER AND WALL ALUM. ANGLE UILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" 1/4 -20 MACHINE SCREW @12" 0.C.(STUD DIRECTION MAY ' BE REVERSED) o .125" TYP. N 1 2.00" MIN. 5.00" MAX. 250" n STUD ANGLE N "--/ SCALE : 3" = 1' -0 .563 "7s .440" 0 88 , o N1 (20 GA. GALV. STEEL GR 40 k OR 0.050" 6063 -T6 ALUM) 2'00 1 /OPTIONAL LEG DIRECTION (ZAMAC3ALLOY) S ) °F° ANGLE - TRACK Q WING NUT SCALE : HALF SIZE Z J SCALE : HALF SIZE FASTENER (al 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (a� 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ALUM. ANGLE CLOSURE PIECE 1 "x2 "x0.125" MIN. TO 2" x 5" x 0.125" MAX. " MAX BUILD -OUT MOUNT CLOSURE DETAIL 1/4" MAX. 2.00•'• • • • • • ••• • • • ••• •• •• • • • •• •• • • • • • - • STUD ANGLE • • ••• • • ••• • • • 1/4 -20 MACHINE au G O!C. S' UD •' • ••• ( 1 MAY FIE EWErSED:' _ • .091" TYP. SCALE : 3" = 1' -0" KEYHOLE WASHER SCALE : H ALF SIZE By iVh Dade C' ntr®i Division • •• • • • • • •• XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FASTENER (al 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) PRODUCT REVISED no complying with the Florid Balding Code Acceptance No 05 ' - o7 S. 03 Expiration Da Q • • • • • • • • • J W OZ 2 7 • V J Knezevich Professional FL License Ol N scale AS NOTED design by NW 06/29/2005 drawn by MCR 05 -353 sheet 1 of 6 DETAIL Q ('PASS THRU' SEC.) ANCHOR SCHEDULE 1/4 "0 ITW W/ 1 -3/4" (GONG.) OR MIN. (BLOCK) EMBEDMENT CONC. (3.35 K5I) TAPCON MIN. " 1 -1/4 HOLLOW C11/1U BLOCK 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT &, 1 /4 -20 STAINLESS STEEL MACHINE SCREW CONC. (3.35101) 1/4 "0x MIN. 2 -1 /2" LONG WOOD LAG SCREW W/ MINIMUM 1 -3/4" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN WOOD 12 " 4" 7" 12" f CNI 0 MMIiMaggral==MMEMILOPKINttgolmem .1V-"P - V.14 _ ._ • • ••• •• • • • • • ••• • • EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING F \ w CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O WALL MOUNT SECTION SCALE: 3" = 1' - 0" XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING —1/4" MAX. J `— w z m a E o! � o tn p w w W (i) U N m • Z E a tn 1/4" MAX. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O CEIUNG/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" _im J i ni1 STORM PANEL SEPARATION FROM GLASS TABLE 2 MAY BE EVERSE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTON) EXISTING GLAZING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C2 CONNECTION TYPE SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 PTIONAL LEG DIRECTION CONNECTION TYPE 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING N� 4 ' OPTIONAL LEG DIRECTION EXISTING GLAZING 1/4" MAX. BUILD -OUT MOUNT SECTION v._"/ SCALE: 3" = 1' - 0" EXISTING GLAZING 1/4" MAX. O E °PASS THRU° SECTION SCALE: 3" = 1' - 0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING STORM PANEL SEPARATION FROM GLASS TABLE 2 B'I OPTIONAL TOP MOUNTING 1/4 -20 MACHINE BOLT WITH LOCK NUT (la 12" O.C. (TYP. TOP & BOTTOM) THREE 1/4 "fix MIN. 4" LONG W000 LAG SCREWS ® 24" 0.C. MAX. WITH 1 -3/4" EMBEDMENT INTO WOOD MEMBER J E rm EMBEDMENT 2 "x5 "x1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT X 1/4 "93 THRU BOLTS W/ LOCK NUT ® 12" O.C. FASTENER, SEE DETAIL ©ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2 "x 5" x 1/8" ALUM. ANGLE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW .BLOCK OR WOOD FRAMING. SEE DETAIL C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTON) 1/4" MAXI J w z a a_ 0 F U) w w N x m E w J U1 0 w z a CEILING MOUNT / BUILD OUT SECTION SCALE: 3" = 1' - 0" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1- 1/2'1 -1/2" EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 FASTENER ® 6" 0.C. OR © 12" 0.C. ,BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O T° TRACK/DIRECT MOUNT SECTION SCALE: 3 " =1' -0" W000 ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. z to W 0 • • Divieran • • • • • • • • • ••• • • • • - • • • • • • • • ••• • • • • • • • • ••• • • • • • • • • i •I zl Q, 0. 0 w w x ro E 1 • • • • • • • • • • • • • • • • • • • •• • • •• PRODUCT REVISED as complying with the Ror1t% Bedding Cede Acceptance No O r- On 3, o3 i Date / /["1L - - Ceigind -I ij gig] [ date 06/29/2005 AS NOTED design by !drawn by M0( d'dmd by VII( dra wUng na 05 -353 sheet 2 of 6 j f N 0 0 rn (0 0 0 0 1 0 M N I 0 0 0 Ln ri 0 a`_ C 0 EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 2" x 5" x 1/8" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS 12" 0.C. EXISTING GLAZIN WOOD ROOF TRUSS OR FRAMING MEMBER 1"x4" OR 1 "x6" .062" CONT. ALUM. TUBE (6063 -T6) GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING AIL L C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING BUILD -DOWN / BUILD -OUT SECTION lJ SCALE: 3" = 1' - 0" J w Z a E rY 0 F- w w X m E —J w J w tn J w Z a C7 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX, SPACING NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR ° U • HEADER TOP MOUNT O C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0 " NE 1 /4 "0x MIN. 5" LONG WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER TWO 1 /4 "ox MIN. 4" LONG WOOD LAG SCREWS @ 24" 0.C. MAX. WITH. 2 -1/2" EMBEDMENT INTO WOOD MEMBER z 0 1- W J CO Lu 0 2 X Z EMBEDMEN 4 EE MIN. STORM PANEL SEP. FRO GLASS TABLE 2 w J w ❑ w w = to N x (0 E J � EXISTING GLAZING TWO 1/ 4"0x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 1 -3/4" MIN. EMBEDMEN IN CENTER OF STUDS 1/2" PLYWOOD 2" x 6" P.T. CONT. WOOD BLOCKIN TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD 5/16" I.D. AND 1/2" 0.0. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 1/16" NUT (GALVANIZED) MIN. O C -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE 'ate /' Nwl'F11'taLaft 4LdS�YIYYidJtl► 516111 .�1i9dYr9d�WYdY1�3•i�miYieNrell i1rd41. taia�' iam4Y�: LrMWYa�1Y�elanYb 'fitiEplll6'Glil�iYd�WWblBilsMit mrYwiirlrwl(J C5 CONNECTION TYPE USE 1/4" WOOD LAG SCREW OR 1/4" ELCO - MALE /FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING SPACING WOOD FRAMIN CONT. 3" x OR 4" x WOOD FRAMING REQUIRED 1/4" MAX. 1/4" MAX. 1 /4 "Wx MIN, 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW @ 12" 0.C. W/ 1 -3/4" EMBEDMENT INTO WOOD BLOCKING a CEILING/BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" USEOOR 6a WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD FINAL LOCATION OF STUD EMBEDMEN EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 M C -TRACK ASSEMBLY (ISOMETRIC VIEW) VLY N.T.S. 1/2" O.D. x 1/4" I.D. x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TYP.) TWO 1/4 "0x MIN. 4" LONG STAINLESS TEL• • • • W000 LAG SRI • • @ 24" 0.C. I`!Ax WITS • • • 1 -3/4" MIN. E 4EfttIPNT •• • INTO EXISTING STUDS 1 "x4 "x1/8" x CONT. ALUpV • • • TUBE #14x3/4:•• TEKAct2Ey1 @8'O.C. 1/4" MAX. C • NNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O BUILD - OUT/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" • • ••• • • •• • •• • • • • • • ••• • • • • • • • • • • • •• • • • • • • ••• • • • •• .• • • • • PRODUCT REVISED as amply the Pleifda adding Acceptance Ngy O —o 13 Expiration Date O ( O • • •• • •• • • • • 5cA O m n 1.{ rn t\ LL 7 0 0 it TO ov x t+l26 LNg - e 0 0 IA H 0 ° 0 ' 5 2005 V J. Knezevich Professional Engineer FL License No: ,. - ' .10983 ) J ' AP N 0 m .O z r 03 es O (date 06/29/2005 t z , cal itS e NOTED design by NW en 0 ',ill Q` of o• ta gs � 0 +$ C b a Iss 're [rte by checked by VII() drawing no- 05-353 sheet 3 of 6 E 0 h N 0 L0 0 0 0) 0) 0 0 0 i EMBEDMENT EXISTING GLAZING A ; , 9� • EO 0 tr ilW"WW1 SEE MIN. STORM PANEL SEPARATION FROM GLASS .p TABLE 2 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2 "x1/8" 6063 -T6 ALUM. ANGLE 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" Q.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2 "x1/8" 6063 -T6 ALUM. BENT PLATE MAX. EXISTING BAY WINDOW 1" OVERLAP EXISTING WOOD FRAMING CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. 1/4" MAX. 1/4 -20 S.S. BOLT & NUT @11 "O.C. 2 "x5"x1/8" CONT. ALUM. ANGLE Ci CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING Q WOOD CEILING/ INSIDE MOUNT SECTION SCALE: 3" = 1' -0" R TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" = 1-0" b d 1 "x 2" 2 "x 2" 2 "x 4" 2 "x 5" 9OTYP. 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT @ 12" O.C. (CONNECTS TO ADJACENT PANEL) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 5" LONG HANDLE RIVETED TO PANEL EMB C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EMB x 0.055" 6063 -T6 ALUM. TUBE /2" O WALL MOUNT SECTION SCALE: 3 " =1' -0" PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION T) O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. b d 1 "x 2" 2 "x 2 Z "x 4" x 0.055" 6063 -T6 ALUM. TUBE 2 "x 5' CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH SIDES) MINIM 1/4" MAX. EXISTING GLAZING -- 1/4" MAX. CONCRETE, HOLLOW BLOCK OR W000 FRAMING 1/4 -20 STUDS © 12" O.C. EX TING CONCR ® WALL MOUNT / BUILD OUT SECTION SCALE: 3 "= 1'- 0" EXISTING DETAILS OT NOTE: THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. NON- STRUCT■URAb FINISH • MATERIAL �R1�K�1i2 WOO® CO • P • REFERENCE ANCHOR SCHEDULE FOR MAX. /2 „ SPACING 1/4 "•(111A4C. • • •• •• • J w z a 0 H w w In J w J CO 1- 1 w J w u to z LL (MAX, PANEL HEIGHT = 7' - 4■ & MAX. DESIGN LOAD ±72.00 P.S.F.) O INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" BY NOW Dade Division • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • ••• • • • • • • •• • • ••• • • • • • • • • • • • 1/4" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING NON - STRUCTURAL FINISH MATERIAL 3/8 "0 HOLE FOR FASTENING PANEL PRODfluC'r REVISED as wmapiyieg with r: = Florida Balding Code Acccpie NOS- 0 a3 Eupiratio® IDate 1//L'!: O I D - i- • • • • • • • • •• ••• • • • 2. O• 0 • •Cr1 0 data 06/29/2005 AS NOTED ( design by l NW 'dram by mai Aswan o. 05 -3 ( sheet 4 of 6 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS m ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2° EDGE DISTANCE MIN. 3° EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO 12 0 (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO 12 _0 (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 313 13NOD g moo,„„ 1/4"0 ITW 1 -3/4" IN. 3192P.S.LCON0 * W/ 78 1/4 -20 MACHINE MOU. , Yt WIA111411It1\NII\N\\NF% i.„,,,,,o \F TAPCON W/ MIN. EMBEDMENT 43.0 14 14 14 14 14 14 14 14 12 10 14 14 8 8 7 14 14 14. 14 14 14 14 14 14 12 14 14 8 10 9 50.0 14 14 14 14 13 14 14 12 10 9 14 14 6 7 6 14 14 14 14 14 14 14 12 12 10 14 14 6 9 7 72.0 14 14 12 10 9 14 14 5 7 6 14 12 3 5 4 14 14 12 12 10 14 14 6 8 7 14 12 3 6 5 84.0 14 14 8 9 7 14 14 4 6 5 14 12 3 5 4 14 14 9 10 9 14 14 4 7 6 14 12 3 6 5 150.0 14 12 3 5 4 14 12 3 5 4 14 12 3 5 4 14 12 3 6 5 14 12 3 6 5 14 12 3 6 5 43.0 11 /� 14 rda 9 8 14 ra� 7 5 � ' 14 14 14 14 12 14 14 11 10 8 14 14 4 7 6 ltli11i11 OEMBEDMENT -18 STAINLESS STEEL SCREW ,,, Ps .l. CO ■., 50.0 //, 8 7 12 �I 5 l %/ ��////� 9 /il 4 3 84.0 14 14 14 13 10 14 14 7 9 7 12 12 3 6 5 72.0 //�� 4 3 9 7 �� 4 %/� 9 7 4 3 14 14 7 9 7 12 12 3 6 5 9 7/ 4 3 84.0 ,ai/,`in/// 14 14 5 7 6 10 10 5 4 9 7 4 3 150.0 /i� ArAPA MNFM, ��rI 99 7 4 3 9 7 T 4 3 9 7 / 4 3 43.0 12 12 12 12 12 12 12 12 11 10 12 12 8 7 12 12 12 12 12 12 12 12 12 : 10 9 * MarEa0 50.0 12 12 12 12 12 12 12 9 10 8 12 12 7 6 12 12 12 12 12 12 12 • 12 12 • 9 7 1/4 ELCO MALE/ FEMALE "PA NELMATE" 1 MIN. EMBED. & M 1// 4 -20 -20 M ACHINE SCREW WITH NUT (INFN. 3.060 PSI CONCRETE) 72.0 12 12 9 10 8 12 12 4 7 5 12 9 5 4 12 12 12 10 12 12 8 12 12 6 5 84.0 12 12 6 8 7 12 12 3 6 5 12 9 , 5 4 12 12 : 10 9 12 12 7 • 12 12 6 5 15 0.0 12 9 5 4 12 9 5 4 12 9 5 4 12 12 6 5 12 12 6 12 12 6 5 1/4 "0 ELCO CRETE FLEX M" MIN. E EMBEDMENT (MIN, 3,350 PS,I. CONCRETE) 43.0 14 14 14 14 14 14 14 14 14 14 14 14 12 10 14 14 14 14 14 14 14 14 14 • 14 12 50.0 14 14 14 14 14 14 14 12 14 12 14 14 • 10 8 14 14 14 14 14 14 14 14 14 • 12 10 72.0 14 14 12 14 12 14 14 5 10 8 14 12 7 6 14 14 14 14 14 14 • 12 14 13 9 7 84.0 14 14 8 12 10 14 14 4 8 7 14 12 7 6 14 14 • 14 12 14 14 10 : 14 13 9 7 150.0 14 12 3 7 6 14 12 3 7 6 14 12 7 6 14 13 9 7 14 13 9 14 13 9 7 illmllRiiiiiiwoltiiillFoi.„. 1/4 "0 ELCO TAPCON W/ 1 -1/2" MIN. EMBEDMENT (MIN. 3,320 Pal. CONCRETE) 43.0 14 14 14 14 12 14 14 10 10 8 13 13 7 6 14 14 14 14 14 14 13 • 14 14 9 7 50.0 14 14 14 13 10 14 14 6 9 7 11 11 6 5 14 14 14 13 14 14 : 11 • 14 14 8 6 72.0 14 14 6 9 7 11 11 3 6 5 8 6 4 3 14 14 : 11 9 14 14 7 10 8 5 4 84.0 14 14 4 7 6 9 9 5 4 8 6 4 3 14 14 9 7 12 12 6 10 8 O 5 4 15 0.0 8 6 % 4 3 8 6 4 3 8 6 %/ 4 3 10 8 5 4 10 8/ 5 10 8 5 4 �mmoo 1/4 "4 ITW 1 -1/4" noii i ioiiiili TAPCON W/ MIN. EMBEDMENT 43.0 14 14 8 6 10 10 5 4 7 7 �� 4 3 14 14 10 8 12 12 • 7 9 9 5 4 50.0 13 13 7 5 9 9 5 4 6 6/ 3 14 14 8 7 10 10 6 7 7 4 3 3 72.0 9 9 5 4 6 6/ 3 4 3 /04 10 10 6 4 7 7 4 5 4 V 3 84.0 7 7 A 4 3 5 5/ 3 4 3 // 9 9 5 4 6 6 / 3 4 5 4/ 3 150.0 4 3 E�AreAl21 3 rjorzarimz 5 4 »IMMO 3 4 5 4 r R w 3 1/4"0 POWERS 1/4 -20 STAINLESS MACHINE 43.0 /A rara olo i� /Armco' 9 9 9 7 5 6 6 3 5 3 4 4 Itlllll 50.0 ZdjE 8 8 8 6 4 5 5 4 3 4 4 !A 3 CENT -1& 72.0 /r % ��i �/i i 5 5 4 3 4 4 '� 3 �,y i STEEL SCREW 84.0 /�� i��/i 'i 5 555ralEMME �� 150.0 � 1 � Af� � //, ��I /�% � � ��/�� % / � ra ' A � � ZAZrd rAr/ I � FIC ' i// ► r/Z CONCRE St' !1111011f[I11\\iN\UU\\F� 43.0 12 12 10 8 12 12 7 5 11 11 5 12 12 12 11 9 12 12 8 6 12 12 5 4 tl■fIRR\\1llNl \F. 50.0 12 12 8 7 12 12 6 5 10 10 4 12 12 12 10 8 12 12 7 5 10 10 5 4 1 FEMALE W/ 1 -1/4" 1/4 -20 WITH ELCO MALE/ 3 / 12 12 5 7 5 10 10 4 4 7 5 3 3 MIN. EMBED. & MA CHI SCREW 84.0 12 12 5 4 8 8 3 3 7 5 3 12 7 12 5/ 4 6 3 4 3 8 7 S 5 4 4 3 3 3 7 7 5 5 4 3 3 3 3 NUT 150.075 3 7/ 7 5/ 3 // 7 5 3 43.0 14 14 14 11 14 14 9 7 12 12 7 14 14 14 11 14 14 9 8 13 13 7 5 1/4 "o ELCO W/ EMBEDMENT 50.0 14 14 12 9 14 14 • 8 6 11 11 6 14 14 14 12 9 14 14 . 8 6 11 11 6 4 CRETE FLEX 72.0 14. 14 8 6 10 10 5 4 8 6 4 14 14 6 8 6 11 11 5 4 8 6 4 3 1 -1/4" MIN. 84.0 13 13 7 5 9 9 4 4 8 6 4 114 13 13 4 7 5 9 9 5 4 8 6 4 3 150.0 8 6 4 3 8 6 IF 4 3 8 6 4 8 6 4 3 8 6 4 3 ..8 6 Or 4 3 . Eme 111111F1twF , F11111I i I _ 1/4 "0' ELCO 1 -1/4" MIN. 43.0 14 14 10 8 11 11 7 5 8 8 5 14 14 14 13 10 14 14 9 7 10 10 6 5 50.0 13 13 9 7 9 9 6 4 6 6 0 4 14 14 14 11 8 12 12 7 6 8 8 5 4 TAPCON W/ 72 9 9 6 4 6 6 4 3 5 3 / 3 12 12 4 7 6 8 8/ 5 4 6 4 4 3 EMBEDMENT 84.0 8 8 5 4 5 5 3 j/ 5 3 3 10 10 3 6 5 7 7 4 0 3 6 4 3 150.0 5 3 / 2:4 5 3 3 / 5 3 3 6 4/ 4 3 6 4 4 3 6 4 4 3 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCITES) REQUIRED FOR VARIOUS DESIGN LS ANDSPANS • • 'DflHJs '1SIX3 ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN 3/4° EDGE DISZACIC SPANS UP TOi -- 8' -8" (SEE NOTE 1) S' ft S U ,•A0 • 12 (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 MONNECTiION • • Cl: ( 54-6rd0* C Z3 l•YPg £ :C1 : C$' CI OOM X 2" MIN. , 43.0 14 14 14 13 12 14 14 14 9 8 14 171. • 9 % 6 114 "0 x MIN. 3" LONG LAG SCREW W/ MIN. 2" EMBED. SHEAR PARALLEL oR PERP. TO WOOD GRAIN 50.0 14 14 14 11 10 14 14 14 8 7 14 14 7 5 5 72.0 14 14 14 8 7 14 14 6 5 5 14 14 4 4 3 84.0 14 14 9 7 6 14 14 5 4 4 14 14 4 4 3 150.0 14 14 4 4 3 14 14 4 4 3 14 14 4 4 3 �I*( 7/16 W/ S/e" 1/4-20 43.0 14 14 14� 13 13 7 9 9 3 / 1111 4111 W000 BUSHING MIN. EMBED. & CHINE SCREWTEEL 50.0 14 14 14 AMID 4 r//�al 8 i// // 72.0 11 11 4 11/� �/� 4 i//// 8 9 9 3 IZAI I � % / /� 4 /// 150.0 5 4 //�z�am 4 , N W/ 'ERIE 43.0 14 14 14 14 11 14 14 9 8 14 14 7 5 50.0 14 14 14 12 10 14 14 8 7 13 13 6 5 1/ ELCO MALE/ FEMALE "PANELMATE" W/ 1 -7/8" MIN. EMBED. & 1/4 -20 MACHINE SCREW WITH NUT 72,0 14 14 7 8 7 12 12 5 4 9 7 4 3 84.0 14 14 5 7 6 10 10 5 4 9 7/ 4 3 150.0 9 7 ,,2 4 3 9 7 4 3 9 7 4 3 a i 0 E 7 0 U E .8013120 /0040611140.010A,101,0160.111.00101001610100110.10.110% kargagagagragSagiala • • • -• • • • ••• •• •• • • • •• •• • • - - • • • • • • • ••• • • • • • • • • • ••• • • • ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROP ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS. ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 1. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT REVISED as complying with the Floral ®vidiag Cade Asesptnnce Alo O5 O l 13. o3 ExpirU1oa Date III' %x! 4 o 10 By Miami Dade ;�'* ®at►�a! Division • • • • • • • • • •• • •• • • •• • V J Knezevich Professional Engineer FL License No • 10983 D v date 06/29/2005 sca AS NOTED design 6Y NW 9 20,601 ( drawn b I 1 MCR c hecked by drawing no. 05 -353 sheet 5 of 6 Copyright © 2005 Thornton-Tomasetti Group, Inc. 1 F< a -s W N MAX. ALLOWABLE .. . . STORM PANEL •. :.: : SPAN SCHEDULE • • • • •• • • POSITIVE OR NEGATIVE DESIGN LOAD (P.S.F.) SPAN FOR NEGSPAN PRESSURE (FT - IN) FOR POS PRESSURE (FT - IN) COLUMN 2 40.0 12' -0" 10' -4" 45.0 11' -3" 10' -1" 50.0 10' -.8" 9' -9" 55.0 10' -2" 9' -6" 60.0 9' -9" 9' -3" 62.0 9' -7" 9' -1" 65.0 9' -4" 8' -11" 70.0 9' -0" 8' -7" 72.0 8' -11" 8 -4" 75.0 8' -8" 8' -0" 80.0 8' -3" 7' -6" 90.0 7' -4" 6' -8" 100.0 6' -7" 6' -0" 110.0 6' -0" 5' -5" 120.0 5' -6" 5' -0" 130.0 5' -1" 4' -7" 140.0 4' -8" 4' -3" 150.0 4' -4" 4' -0" 160.0 4' - 1" 3' - 9" 170.0 3' -10" 3' -6" 180.0 3' -8" 3' -4" 190.0 3' - 5" 3' - 1" 200.0 3' -3" 3' -0" 210.0 3' -1" 2' -10" 220.0 3' -0" 2' -8" 230.0 2' -10" 2' -7" 1 F< a -s W N MINIMUM STORM PANEL SEPARATION. FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 40.0 8 -8 3 2 -1/4 10 -6 5 3 -3/8 50.0 8 -8 3 2 -1/2 9 -10 5 3 -1/4 60.0 8 -8 3 2 -3/4 9 -5 5 3 -1/4 70.0 4 -0 3 1 -1/2 8 -8 3 3 9 -0 5 3 -1/4 80.0 4 -0 3 1 -1/2 8 -4 3 3 M10 4 - 0 3 1 -1/2 7 -9 3 2 -3/4 100.0 4 -0 3 1 -1/2 7 -3 3 2 -1/2 110.0 4 -0 3 1 -1/2 6 -9 3 2 -3/8 120.0 3 -0 3 1 -1/2 6 -4 3 2 -1/4 TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE; 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. • • .•• • • • ..• •. .• • • • •• .. • • • • •.• • • • • • : • • • . • • • .• • • • • • • • • • • • • • • • • • • • • • ••N• • • • • R3 PRODUCT REVISED as complying why . ims I @d& Belding Code Acceptance No O5 O Espy ,.don Date By Miami Division • 5 • ••• ••�• • • • •• • .. • •••• ct • • ••• • D 0 V J. Knezevich Professional En ' neer FL License N 0010983 J Jam;' 2005 0 O .o 3 a 06/29/2005 scale AS NOTED (design by [ ten b MCR , checked try )K drawin na 05 -353 [sheet 6 of 6 Copyright CO 2005 Thornton-Tomasetti Group, Inc. 06/29/2005 0 Impact Product Approval Authorization Form Date: April 28, 2010 Municipality: Miami Shores Building Official: Miami Shores E.S Windows, Inc 10653 NE Quaybridge Ct Miami, F133138 Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: 2000 Aluminum Horizontal Sliding Window 08- 0527.13 This letter authorizes StormWise South Florida to use the above mentioned product at the following job: Name: Curzon, Andren Address: 10050 NE 12 Ave City, State, Zip: Miami Shores, FL 33138 Pe itting Department Ines Gas con 1. This form must accompany the application for the building permits and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade county Notice of Acceptance 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) 375 -2908 www.buldingcodeonline.com 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 Aluminum horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series -2000 Alum. Horiz. Sliding Wdw. (L.M.I.) ", sheets 1 through 8 of 8, dated 08/27/03 with revision D dated 05/12/08, prepared by Al- Farooq Corporation, 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" 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 revises and renews NOA # 07- 0928.13 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. NOA No. 08- 0527.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -75, Sheets 1 through 8 of 8, titled "Series -2000 Alum. Horiz. Sliding Wdw. (L.M.I.) ", dated 08/27/03 with revision D dated 05/12/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. 13. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5475, dated 01/18/08, signed and sealed by Carlos S. Rionda, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5338, dated 01/17/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA. #07- 0928.13) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3809, dated 06/16/03, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) E -1 Manuel Perez, Product Control Exa er NOA No. 08- 0527.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3804, dated 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2008, prepared by Al- Farooq Corporation, dated 05/28/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas 'D Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated May 6, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated May 6, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5475, issued by Fenestration Testing Laboratory, Inc., dated January 21, 2008, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0928.13, issued to ES Windows LLC for their Series 2000 Aluminum Horizontal Sliding Window, approved on 05/08/08 and expiring on 11/06/08. E -2 Manuel Per = ' .E. Product Control ' iner NOA No. 0: -; 27.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 Date: April 28, 2010 Municipality: Miami Shores Building Official: Miami Shores E.S Windows, Inc 10653 NE Quaybridge Ct Miami, F133138 Impact Product Approval Authorization Form Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: 1500 Aluminum Fix Window L.M.I 08- 0417.06 This letter authorizes StormWise South Florida to use the above mentioned product at the following job: Name: Curzon, Andren Address: 10050 NE 12 Ave City, State, Zip: Miami Shores, FL 33138 Sinc rely, ermitting Department Ines Gascon 1. This form must accompany the application for the building permits and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade county Notice of Acceptance 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.L 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. NOA No. 08- 0417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 thru 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 1500 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 1E11 L-5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an arch, round top & cathedral shapes aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06- 0308.05) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a alum. fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -3819, dated 06/09/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) E -1 Manuel Pe. '.E. Product Control - ner NOA No. 08- ' 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3808, dated 05/14/03, signed & sealed by Joseph Chan, P E (Submitted under previous NOA #03- 0910.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by AI-Farooq Corporation, dated 4/7/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no fmancial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5339, issued by Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Aluminum Fixed Window — L.M.I., approved on 02/01/07 and expiring on 11/06/08. E -2 Manuel Pe '.E. Product Control iner NOA No. 0: 417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Date: April 28, 2010 Municipality: Miami Shores Building Official: Miami Shores Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: 5000 Outswing Aluminum Casement Window 08- 0204.05 This letter authorizes StormWise South Florida to use the above mentioned product at the following job: Name: Curzon, Andren Address: 10050 NE 12 Ave City, State, Zip: Miami Shores, FL 33138 S Permitting Department Ines Gascon Impact Glass Product Approval Authorization Form y E.S Windows, Inc 10653 NE Quaybridge Ct Miami, F133138 1. This form must accompany the application for the building permits and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade county Notice of Acceptance BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION E COUNTY APPROVED 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 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 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 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 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -08, Sheets 1 through 5 of 5, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", dated 01/23/08, prepared by Al-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5336, dated 11 /16/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 1 /15/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated January 15, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 15, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL- 5336, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. None. E -1 Manuel Pere Product Control Exa er NOA No. 08- 0204.05 Expiration Date: April 3, 2013 Approval Date: April 3, 2008 Date: April 28, 2010 Municipality: Miami Shores Building Official: Miami Shores S ly, Storm Wise Production, INC Permitting Department INES GASCON Town & Country Industries 400 West McNab Rd Ft. Lauderdale, FL 33309 Shutter Product Approval Authorization Form Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: 0.050 Aluminum Storm Panels 05- 0713.03 This letter authorizes StormWise South Florida to use the above mentioned product at the following job: Name: Curzon, Andren Address: 10050 NE 12 Ave City, State, Zip: Miami Shores, FL 33138 1. This form must accompany the application for the building permits and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade county Notice of Acceptance BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Town & Country Industries, Inc. 400 West McNab Road Ft. Lauderdale, Florida 33309 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thomton-Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, 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 LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 # 03- 0421.13 & consists of this page 1, evidence submitted pages E -1 and E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Iielmy A. Makar, P.E. et. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 NIIAIvII, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02 /16/2006 Page 1 Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0809.03 A. DRAWINGS: 1. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. B. TESTS: L Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00 -028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 592F dated 06/26/2000, for Aluminum Alloy, signed and sealed by Raffish Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. E -1 Helmy A. Makar, P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton - Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton - Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 ge/6V as./f-e -N- ' Helm A. Makar, P. E. Y , Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16 /2006