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WINDOWS AND DOORS PERMITIssue Date: 4/12/2006 Owner's Name: DARREN AND VANESSA PATZ Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 46 100 Street NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/05/2007 Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: REPLACEMEN OF EXISTING WINDOWS WITH IMPACT WINDOWS Additional Information Type of Work: IMPACT WINDOWS No of Openings: 23 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Building Department File Copy Applicant Signature Amount $1.20 $0.40 $330.00 $6.00 $8.25 $345.85 Invoice Number WS -4 -06 -24448 Total: Parcel #: Block: Section: Amt Due $345.85 APR 12 PAID c .44-2_c-5s"1 Permit Status: APPROVED Permit Number: WS -4 -06 -872 Phone: (305)759 -2519 1132060131220 Lot: PB: Total Square Feet: 230 Total Valuation: $ 2,000.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Number: INSP -14022 Inspection Date: 10/30/2006 Inspector: Grande, Claudio Owner: PATZ, DARREN AND VANESSA Job Address: 46 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Thursday, October 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 31 Block: Permit Number: WS -4 -06 -872 Permit Type: Windows /Shutters Inspection Type: WINDOWS Work Classification: Window /Door Replacement Phone Number (305)759 -2519 Parcel Number 1132060131220 Lot: Page 1 of 2 Passed b ) 2 v Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -14022 Inspection Date: 10/30/2006 Inspector: Grande, Claudio Owner: PATZ, DARREN AND VANESSA Job Address: 46 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Thursday, October 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 31 Block: Permit Number: WS -4 -06 -872 Permit Type: Windows /Shutters Inspection Type: WINDOWS Work Classification: Window /Door Replacement Phone Number (305)759 -2519 Parcel Number 1132060131220 Lot: Page 1 of 2 BUILDING A 2006 L , Permit No. (;_r° " a v - 1 PERMIT APPLICATION B y; .__ Master Permit No. FBC 2004 Permit Type (circle): Building Mechanical Roofing p H ; SOS 7S9 -2Si9 Owner's Name (Fee Simple Titleholder) D/'2 &f4✓ 14fL Phone # C = 7 ' . - '11 3 - `/y 4 Owner's Address 46 N. £ - _ 100 Sfruj City AI ■ (VV: Skorcg State Zip 33/3 Tenant/Lessee Name -- Phone # Job Address (where the work is being done) Tel City Miami Shores Village County . Miami -Dade Zip FOLIO / PARCEL # I13aO (Do 3)aao Is Building Historically Designated YES NO I/ Contractor's Company Name Contractor's Address City State Qualifier Name State Certificate or Registration No. Value of Work For this Permit $ 2,0 00, 0 0 Miami Shores Village m� ' 1iz 10k g � Buildin g . p Department artment U z 8 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 m e r $1 TS;s756.8972 Electrical Plumbing Phone # Architect/Engineer's Name (if applicable) Phone # Zip Phone # Certificate of Competency No. Square / Linear Footage Of Work: 2 3 D "4_. Type of Work: ['Addition ❑Alteeration ENew Repair/ ' epla ❑ Demolition Describe Work: r / A / i►, -w 4 " T 1,4C-f W /V O NL D di"ll �C.w � 19n �'XiS4` r/�1�nloi o te-,.n 1 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Q Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ :Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side --* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no .proved and a reinspection fee will be charged. Signature (Revised 02/08/06) NOTARY PUBLIC: Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 3rd The foregoing instrument was acknowledged before me this day of Ark:, 1 , 20(4, by ICi('r.e vi �G'}Z , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Orlt 14 /. 44.4..2-- Sign: Print: E I KA tl. C a l i ✓I A () Print: My Commission Expires: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * *t PY JIM *TATS OF * IARIDA******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .. t a M. a I *d APPLICATION APPROVED BY: Commission # DD431708 Expires: Bon ding Co., Inc. OCT. 28, 2007 _B Thn, Atlantic Bonding A/7, Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BBUILDER DISCLOSURE STATEMENT NAME: rye„ !g � �- DATE: ` J 1 ,� o l/ ADDRESS: l6 N.F. / d 13 S/1 A• ,340 /e., �L I- /3E Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial Initial Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure m the minimum code. 5. I understand that as an owner - builder, that any contractor disputes with sub - contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this 3I^cl By c rren Produced there License or dayof,4 I ,200 who was personally known to me or who has OWNER NO i AR NOTARY PUBLIC-STATE o Erika M. Galindo Commission # DD431708 Expires: OCT. 28, 2007 Bonded Thru Atlantic Bonding Co., Inc. Initial C� Initial • C- Initial as identification. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. T A X FOLIO NO. 1 1 3 2 . 0 ( 2 0 1 312'Z o STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: y& NE /9D ' -C}r.ee..4 M.,,,,,,.■ SLo.cr FL 3313f 1_ k 7 e`id P. 4.0. 1 /2_ Lkf S B el n1 v AMe,,,4 e /(a/ AI (h. ,.,1 S&oreS S«f;• 4/o.1 .. I -f4 • f N i- �I.t,e 4 r f€(,, ,` ' f 4- i o o (O iA D . k "ft..c PJ61 c 'ePG,F( .+f M'G ,'°`'4 � 2. Description of improvement: kep la o< ex %4r-fii PA dews 3. Owner(s) name and address: 33/3r Interest in property: ",r Fee. Sr_, /(Q Name and address of fee simple titleholder: sC'rti,e. 4. Contractor's name and address: Ow'te/ PA/ _ A �� yG N.(. I 22 ' S •K .Sk. FL Pte is..!f ovC wH s�Avs Geh, c Qi' 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: — 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration Signature of Owner Print Owner's Name Sworn to and Notary Public Print Notary's 123.01 -52 PAGE 4 8/02 is spepified) f II"jj' « � . My commission expires: bctf cur, 3 nn subscribed before me this 3 f day of ft ,02t I , 20Q(D Name Ffl Vt{• as vido date is 1 year from the date of recording unless a 4 DA Erika M. Galindo Commission # DD431708 Expires: OCT. 28, 2007 Bonded Thru Atlantic Bonding Co., Inc. Prepared by Address: Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: We 1.2g /2)ST Permit No.06.-- Opening Description of Window Product Acceptance ID or Door or Mullion Number 9 tN9. - o3.0 f tnit7a►., o� - ow). o 12 1 0 11.1 2 0 At Ql i 0 3:01 ®� 01o3ao o i - 1121_03 0 o ..91 0(— o7-v3.af 0 11 ,29.03 01- 11 .19. o3 pi t) a3. r1 d1 — O pl a i o( - a gel. ol c -ion,. 01 01 - 01.01..0 t Product Approval Design Pressure Opening Design Pressure ca PSF Rough Opening Shutter Required Mullion Required Size 37 Yes / No Yes / No 36 SI" • 3? Ni IN! r 3 C, ' x co" N .___N 37'` ,sSI 1$ 'r 38 V 34, hj 36° x57 NI g G''c3�' IJ 3ti r`j I•I ��'` /U' -A/ 37.Y1' ','. r/ _____14 L • •• •••• •• • Impact Yes / No • • • crl e= 0 cra • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • ••• • •• • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• L i6 NE. 1o0 '5 S¢zccT ' P 1 MtAmI SKo2is". /SP • • ••• • • • ••• •• •. • • • •• •• • • • • • • • • • • • • • • • • ..••• • • • •• ••.• • • • • ..• BUILDING CODE COMPLIANCE OI�FIGL S B�CCO; . .. • PRODUCT CONTROL DIVISION • • • • • . • •• • • • O • • • • • • • O • • • NOTICE OF ACCEPTANCE (NOA) •.b •• • • • • .• • • • • • •.• •• • The submitted documentation was reviewed by Theodore Berman, P.E. (A6 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 T.M. Window & Door Co. 601 NW 12 Ave. Pompano Beach, FL 33069 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: Series "230 "Outswing Door with Sidelites LMI APPROVAL DOCUMENT: Drawing No. W02 -77, titled "Series -230 Alum Out -Swing Door W /Sidelites ", sheets 1 through 6 of 6, prepared, signed and sealed by Humayoun Farooq, P.E., dated 08/28/02, 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 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. NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 Page 1 FRAME wIGTH Er 13" MAX. O HEAD /SILL I _... I u 11 n _ "A V , / 11 11 /i' \ == ma \1 I II I / / = = == I \ \ \ ✓ /1 / 1 II II / / II 1 1 ► 33 3/8" I 25 1/2' I 25 1/2' i I I 33 3/8" D.L OPG. 37 5/8" D.L OPG. 34 1/2' D.L OPG. 34 1/2" D.L OPG. ''' PANEL WIDTH PANEL WIDTH 71 1/8" 37 5/8' SURFACE JED FALSE ,NS MAY BE USED Li a. SIDELTTE WIDTH DOOR FRAME WIDTH ( oxxo ) WOOD BUCKS BY OTHERS, LOADS TO THE STRUCTURE ANCHORS SHALL BE AS ANCHOR EMBEDMENT TO DRESSING OR STUCCO. ANCHORING OR LOADING ARE NOT PART OF THIS SIDEL.TTE WIDTH • 5" MAX. HEAD /SILL CORNERS N \ U TYPICAI Fl FVATION TESTED UNITS 2 SERIES -230 ALUM OUT -SWING DOOR W/ SIDELITES 000RS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE AND SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. SEE SHEET 2 FOR DESIGN LOAD RATINGS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. MUST BE ANCHORED PROPERLY TO TRANSFER USTED, SPACED AS SHOWN ON DETAILS. BASE MATERIAL SHALL BE BEYOND WALL CONDITIONS NOT SHOWN IN THESE DETAILS APPROVAL. SURFACE APPLIED FALSE MUNTINS MAY BE USED 0 (C) I 26 5/8' D.L OPG. 34 1/2' PANEL WIDTH FRAM WIDT4 8" 13' MAY. I HEAD I 2002 10 26 5/111, • • D.L OPG • • 34 1/2' PANEL E;7r: DP. HUMAYOUN FAR000 STRUCTURES RA PE / 16557 • • • • •TH • • • • •• • 5' MAX. j HEAD / SILL CORNERS • • •• ••e• • • • ••• ••• • •••• • •Y •• 8• •• •••• •••• • • •• Apps w1a compiylas with IL Florida Dote / 2 Nand ProdmiCatrel RO By N 1 W � C od 0 • • 4 V •- m n 0 • m O O Q • N 0 • te ' 5<•_i•.•• o E i • ' gZ r. N 3 a &� • drawing no. W02 -77 sheet 1 of 6 •• • • •• SIDEUTE - DESIGN LOAD CAPACITY - PSF I GLASS TYPE 'A' / HEIGHT SIDEUTE - DESIGN LOAD CAPACITY - PSF PANEL DIMENSIONS GLASS TYPE 'A' WIDTH HEIGHT EXT. ( +) INT. ( -) GLASS TYPE '0' X 65.0 65.0 3' -1 5/8" 7' -0" 65.0 65.0 EXT. ( +) INT. ( -) 65.0 65.0 3' -1 5/8' 8' -0' 60.6 60.6 DOORS WITHOUT SIDELRE -- DESIGN LOAD CAPACITY - PSF 1 / z / N - GLASS TYPE 'C' DOORS WITHOUT SIDELRE -- DESIGN LOAD CAPACITY - PSF NOMINAL DOOR DIMENSIONS GLASS TYPE 'B GLASS TYPE 'C' GLASS TYPE 'D' CLASS TYPE '8' CLASS TYPE 'C' GLASS TYPE '0' X XX EXT. ( +) I INT. (-) EXT. ( +) TNT. ( OCT (+)1 TNT. ( -) EXT. (+)1 INT. (-) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 3' -1 7/16" % 6' -8' 6' -0' X 6' -8" 53.3 I 90.0 53.3 60.0 53.3 65.0 80.0 I 90.0 60.0 60.0 65.0 65.0 3' -1 7/16' % 7' -0' 6' -0' X 7' -0" 53.3 90.0 % X 53.3 65.0 80.0 ( 90.0 X X 65.0 65.0 3' -1 7/16" % 8•-0" 6' - 0' X 8' - 0" 53.3 90.0 X X 53.3 I 65.0 80.0 90.0 X. X 55.0 65.0 DOORS WITH STANDARD SILL FOR DOORS WITH 1X ADD -ON SILL RISER OR FOR OPNGS. WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPUCABLE. 37 7/16" MAX. / / \ \ (x) 71 5/8" MAX. n (XX) 75 3/4' MAX. (XO) (OX) 109 15/15" MAX. (XXO) (Oxx) 114 1/16" MAX. (OXO) APPROVED CONFIGURATIONS 148' MAX. (oxxo) 114 1/16' MAX. (XOX) DOORS WITH SIDEUTES SEE CHART ABOVE FOR SIDEUTE CAPACITY USE LOWER VALUE OF SIDELTTE OR DOOR 3/16' ANNEALED GLASS .090 SAFLEX 1110 KEEPSAFE MAXIMUM PVB INTERLAYER cc 0.460" OVERALL LAM. GLASS GLASS TYPE 'A' GLAZING DETAIL AT SIDELITE 3/16' ANNEALED CLASS .060 SAFLEX 1116 PVB INTERLAYER 3/16' ANNEALED GLASS SIUCONE TREMCLAZE 500 MOULDING TREMCO OPTIONAL I = m N 0.440" OVERALL LAM. GLASS GLASS TYPE 'C' Engr-. DR. RUMATOUN FAR000 STRUCTURES FU. PE / 16557 OCT 1 5 2002 3/16' ANNEALED GLASS .081 SAF -GIAS POLYCARBONATE LAMINATE 3/16' ANNEALED GLASS \\ -3/16' ANNEALED GLASS SILICONE TREMGIAZE 500. SIUCONE TREMCIA5E 500 TREMCD TREMCO 0.455' OVERALL LAM. GLASS GLASS TYPE 'B' • 3/15" TEAli .LSi • • c . 090 , j FjjFF�� I • • rVB INTETILA f7 •••• •••• 3,4 6' TEMP.•GLASS • ••••O• SILICONE • TREMCLAZE 500 •• iiilYGG • • • • • , • • •• •• 0.460" OVERALL LAM. GLASS GLASS TYPE 'D' • Ap8 4 S•Iet Flwide Dae 2. 2. 0 NOAO .Or M oI Miami D Pain • -• Div BY • •••• • •••• • • z o o _ 04 8 O re fY � b O 1n n a 0 r • C4 W j N W V n •• •• PT • W .,• 4 7 1 ' ,•:• 2 00 •. '� • ,,,,L a o p Z1. •• 3 1• w z s a 1 y • • • �I O i L m • i Y S, o' drawing no. W02 -77 (sheet 2 of 6 TYPICAL ANCHORS SEE ELEv. FOR SPACING 7 SEE ELEV. FOR SPACING 18? WOOD SUCK • .. • TYPICAL ANCHORS SEE ELEV. FOR SPACING REOD. FOR DESIGN LOADS ABOVE 65.0 PSF 3/8" X 3/8" WEEPS 1/V FROM SILL ENDS TYPICAL ANCHORS 1/V MIN. FLUSH BOLT PENETRATION • BY w000 BUCK SUS AT 12 0.C. REOD. FOR DESIGN LOADS ABOVE 65.0 PSF REOD. FOR DESIGN LOADS ABOVE +53.3 PSF TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPTCAL sz. ELEV. .'3R SPACING 3/V X 3/8' WEEPS 1/2 FROM SILL ENDS WOOD BUCKS NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. OPTIONAI SU I . UCILFCS R ALLIM. 116 WI& THI.:K) STEEL : Fy 36 KS! ALUMINUM : 6063-T5 MIN. #14 SUS OR 1/4- DA. SELF DRILLING SCREWS REOD. FOR DESIGN LOADS ABOVE +53.3 PSF REOD. FOR DESIGN LOADS N ABOVE 65.0 PSF TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 ICAL - s SEE ELL.. FOR SP.". .:s1 2 BY WOOD SUCK TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4 DA TAKONS INTO WOOD BUCKS OR WOOD STRUCTURES 1-3/4 MIN. PENETRATION INTO WOOD THRU 18? OR 25? WOOD BUCKS INTO MASONRY OR CONC. 1-1/4 MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1-1/4 MIN. EMBED INTO MASONRY OR CONC. 'S/16 SF) F MIT NG RPWS rum t rx oR rom ) INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8 MIN. THICK.) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063—T5 MIN, SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MUWON AND JAMBS SEALED WITH SILICONE HINGES: 7-5/8 LONG ALUM BUTT HINGES. AT 11 FROM EACH END AND ONE AT MIDSPAN OF LEAF. 15 1 Z 0 0 0 o 0151. c) vl 1 n 0 c , z z assp,_ LOCKS: STANDARD STEEL THROW BOLT LOCK. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48 FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39 — /2 FROM BOTT • s I MANUALLY OPERATED CONCEALED FLUSH BOLTS • • • • A7 TOP & BOTTOM OF EACH LEAF ILOCK • S i tIV (FLUSH BOLTS AT TOP & BOTTOM OF ACTIT/E.AND INA•TIVE LEAFS • i n I FLA. PE # 16557 • •• i qpinewas • • mil. • • • TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) Eng,. DR HUmAYOUN 688000 STRUCTURES • • • • • • • • • • • • ••• • y" • •• I, • 'a • • • 0 ii 4,..i.___.=___._ ...•••• • • 000000 fd s e • •• •• 1 0000 • • • • • • • (shegtt 3 of 46) • will • - • •0000 • • • . .S•• • • • • • • • • • sIDELITE WIDTH LEAF WIDTH 11/ HINGE ASSEMS:Y 37 OPTIONAL LEAF WIDTH DOOR FRAME WIDTH OVERALL FRAME WIDTH ACTIVE LEAF LEAF WIDTH Engr. DR. HU■AYOUN 3AR000 STRUCTURES FLA. PE 1 16557 11/16" SIDELRE WIDTH L ANCHORS SEE ELEV. SPACNG 2BY WOOD BUCK 1/4" MAX. SHIM 1/4" MAX. SHIM O J r•LOD. FOR 30' 1.0WS 13 -_•; / ABOVE 65.0 ?SF Y , SF RECD. FOR DESIGN LOADS 65.0 PSF OR LESS FRAME WIDTH FRAME WIDTH LEAF RFINFORCING FOR LOADS ABOVF 65.0 PSF EXTERIOR TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING LEAF WIDTH REOD. FOR DESIGN LOADS 65.0 PSF OR LESS 1/4" MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING 114 X 1 -1/4" SMS AT 15" 0.C. MAX. TYPICAL ANCHORS 2 PER CLIP • • • • • • • • Ira • o • Pb • 'ds Wog T4OAJ Miai�j�ll h••ct 01•11•1 ••,• A' • • •• •• • • •. • • • • • • • •• • N • drr.4h So. W02•-77 (64et iti 6 •••• •••• • • • • •• • • •• • • • • • 18 - 1 /HINGE 7/32'0 HINGE PIN STEEL AT EACH HINGE ASSEMBLY TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL. (954) 781 -4430 FAX. (954) 781 -5078 19 - - - - - 20 - AS RE00. #10 x 1/2' F.H. UNDERCUT SMS. STEEL AT FLUSH 80LT5 21 - I 2 /LEAF 1/2'0 THREADED ROD. WASHER & NUT STEEL TOP /BOTTOM END RAILS 22 SERIES 400 1 KWIKSET K 081.008 - ACTIVE LEAF 23 1 SERIES 600 1 KWIKSET DEADBOLT - ACTIVE LEAF 24 - 2 /HINGE ASSY. HINGE BUSHING PI1STIC HINGE ASSEMBLY 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL. SCREW HOLES 26 - AS REOD. 010 x 1' P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS /MULL CUPS 27 - 2 /HINGE ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY 28 - - - - - 29 1 SILL ADAPTER (1' X 1' X 1/16' TUBE) ALUM - 30 TM -052A - HINGE REINFORCEMENT 6105 -16 92 -1/2' LONG 31 TM -051A 1 ASTRAGAL REINFORCEMENT 6063 -15 DOOR LOCK STILES 33 - - - - - 34 TM -054 2 MULLION 6063 -T5 BETWEEN DOOR/SIDE LITE .441455 2.120 1.773 3.000 FRAME HEAD TM -035 t^ -2.125 L1.500 DOOR JAMB /SIDELRE FRAME GW 36572 FRAME SILL GW-26615 WEATHER -STRIP ADAPTER GW -31826 I 1.500 1.012 .055 1.843 DOOR HINGE STILE Gw -36935 FLUSH BOLT GUIDE GW -276 it 3.501 0 11 1 0 11 2.125 .385 .280 DECORATIVE MOULDING Cw -36737 } 1 1 r 4000 1 .045 GLASS STOP Gw -31956 415 -� --.429 3.000 3.375 3.000 -.125 MULLION TM -054 1.750 -1 4.000 DOOR LEAF STILE GW 36045 3.790 3.500 -1 .625 .062 DOOR TOP & BOTTOM RAIL TM 091 ASTRAGAL REINFORCEMENT TM -075 1.750 1.055 E `-250 �c �' 1.5 I + 1.054 ---1.840 .125 L .125-' GW 37888 CENTER HINGE 0.248 0.572 GW 37889 -4 OUTER HINGE 112 -28 X 3/4' F.H. 5MS 2.125 2.126 HINGE PIN 3.681 HINGE ASSEMBLY HINGE CAP #10 X 1/2 F.H. 5145 2.000 1 2.000 HINGE REINFORCEMENT 714 - 0520 0.310 0.572 .125 N 7489 3 0 7721 ) .300 1.600 Ol 00 IL -J-L 2.895 ITEM j PART 0 QUANTITY 1 'M - 038 17 GW 27646 2 /LEAF 427 .750 �L_ 400 .463 -+ I -.509 2.042 - HEAD .46� .600- I 60- 1-- 2.042 --I SILL REINFORCING BAR Gw -37055 DESCRI:•TIUA 2 I GW 28615 2A 3 4 5 7 8 9 10 GW 37319 1 GW 35572 2 GW 36048 GW 36935 TM -081 2 GW 31826 4 GW 33888 1 /HINGE ASSY. 05 32222 12 14 GW37055 15 - PANEL LOCK 511LE 2 2/ LEAF 2 /LEAF 13 CW37056 AS REDD. FRAME SILL ALT. FRAME SILL FRAME JAMB PANEL HINGE STILE PANEL TOP/BOTTOM RAIL WEATHERSTRIP ADAPTER GW 37889A 2 /HINGE ASSY. TM OUTER BUTT HINGE TM CENTER BUTT HINGE DOOR LOCK INSERT 3/4 x 1 1/4 x 3/4 x 1/8' THK. CAP HEAD REINFORCING BAR, 12' LONG AS RECD. SILL REINFORCING BAR. 12' LONG -1- G063 -r - , 6063 -15 - 6063 -15 - 5063 -05 - 6063 -T5 - 6063 -15 6063 -T5 6063 -T6 6063 -T6 6063 -15 ALUMINUM ALUMINUM 6063 -T5 END OF DOOR STILES (TOP /BOTTOM) DOOR PANEL/FRAME HINGE SIDE DOOR PANEL /FRAME HINGE SIDE LOCK STILL: 3' LONG TM FLUSH BOLT ASSEMBLY DOOR LOCK STILES AT MID SPAN 6063 -15 AT MID SPAN 16 4037 AS RE0'D. 'ULTRAJAB' CENTERFIN WOOLPILE WOOL LOCK STILES, JAMBS. HEAD. SILL FRAME ' EAO FLUSHBOLT GUIDE 36 - 37 OW 36737 2 /MULL 2x 4'x 2 7 /8"x 1/8' CLIP OPTIONAL O.G. DECORATIVE MOULDING ALUM. 6063 -T5 TOP & BOTTOM OF MULL DOOR PANEL PERIMETER - 1.157 ALT. FRAME SILL GW -37319 1 5 2002 j -:0 is :4.LL 1L:.: 'SLP'r: :.R: n: . :.:�.__ oCi '1 Engr. DR. MUMATOUN FAR000 STRUCTURES FLA. PE j 16557 6063 -T5 1 LOCK STI 2.500 -TS SIDE LITE GLAZING PERIMETER Approval's 0 =ppbig •r 1• MW Date NOM Mid ode hdst • i • • • • • •• • 0 000 00 • • • • °•• • ••• • • • •• • •••••• •. • •• •• ••••• • • • • • • • • • • •• • • r y� • 1� Io 5 ' u y • • " • `z II •••• 0• • J drawi ng no. • , w , o.2_77J....:. •.yh a of 6 .••••• • • • • • •• 0 TO •••• • • • r FRAME TOP OORNR SDFI ITF CORNER FRAME BOTTOM CORNER DOOR 1 EAF CORNER Engr. DR. NUNAYOUN FAROOQ STRUCTURES RA- PE 16557 r • • • • • •• • • •••••• • ••• • • •••• •.•... • • •• •• •••••• • • • • • O N • Y ./ as campbtiMI{f tb W ,_ ,02 0 d0�N•� • u "u ' 1 NOA• •Y.NICIEW:S • r l�•••• • ••• .o e • m 1 • • • : 1 • n I • • _`_�� ••• • • drawing nc. • • I w 02- 7 1••.:. • ••• • Isheat 6 o F • • - • • •••••• • • ••• • ••••• • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCEINOA1 T. M. Window and Door 601 N. W. 12 Ave ' Pompano Beach, Florida, 33609 ._ . MIAMI -DADS COUNT : FLORIDA • METROCIW E Q-AILgR ' 140 WEST FL 1CLgR S"IR6E?, SUITt 16D3 • . MIAMI, l�f'.ORIPIA•3313e -156! (305) 375 - FAX • • ••. (305) •• • . ... .... •. . •• -2908 .• . . ..• •••• • • • • • •• • . • •• • • • • •• • • S COPE: •• • • • • • •••• This NOA is being issued under the applicable nilcs and regulations governing the use of construction material's. 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: Series "605 " Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. S605 -LM., titled "series 605 single Hiing window. ", sheets 1 through 5 of 5, prepared by manufacturer, dated 07 -23 -01 and last revised on 06- 07 -02, signed and sealed by Ballard L. Argus, 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 Missile Impact Resistant;;` LABELING: Each unit shall bear a permanent labcl.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 bc considered after a renewal application has bccn 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: Thc NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may bc 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 cntirc 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 01- 0703.01 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 01- 0703.01 Expiration Date: July. 05, 2007 Approval Date: July 05, 2002 Page 1 JSTALLATION FASTENER CHART #3 3ASED ON TEST REPORTS: CTLA- 416W -1 AND CTLA -193 -2 (WATER TEST) GLAZING: 7/16 OVERALL LAMINATED (GLASSUW SAFETY -PLUS) ;3116" SILL HEIGHT WITHOUT SIUCO)E CAP BEAO, WATER RESISTANCE TEST: 12.00 PSF 5 S.H. WINDOW FRAME SIZE MAX. DESIGN PRESSURE REVD ANCHOR QUANTITIES PRODUCT CODE WIDTH (in.) HEIGHT (in.) POSITIVE NEGATIVE HEAD /SILL JAMB 1 2 19 1/8 26 +61.0 -61.0 2 4 1 3 19 1/8 38 3/8 +61.0 -61.0 2 4 1 4 19 1/8 50 5/8 +61.0 - 61.0 2 5 1 4.5 19 1/8 56 5/8 +61.0 -61.0 2 5 1 5 19 1/8 63 +61.0 -61.0 2 6 1 6 19 1/8 76 3/4 +61.0 -61.0 2 7 H3 2 26 1/2 26 +61.0 -61.0 2 4 H3 3 26 1/2 38 3/8 +61.0 -61.0 2 4 H3 4 26 1/2 50 5/8 +61.0 - 61.0 2 5 H3 4.5 26 1/2 56 5/8 +61.0 -61.0 2 5 H3 5 26 1/2 63 +61.0 -61.0 2 6 H3 6 26 1/2 76 3/4 +61.0 -61.0 2 7 2 2 37 26 +61.0 -61.0 3 4 2 3 37 38 3/8 +61.0 -61.0 3 4 2 4 37 50 5/8 +61.0 -61.0 3 5 2 4.5 37 56 5/8 +61.0 -61.0 3 5 2 5 37 63 +61.0 -61.0 3 6 2 6 37 76 3/4 +58.9 -58.9 3 7 3 2 53 1/8 26 +61.0 -61.0 3 4 3 3 53 1/8 38 3/8 +61.0 -61.0 3 4 3 4 53 1/8 50 5/8 +61.0 -61.0 3 5 3 4.5 53 1/8 56 5/8 +54.4 -54.4 3 5 3 5 53 1/8 63 +48.3 -48.3 3 6 3 6 53 1/8 76 3/4 +39.9 -39.9 3 7 20 70 24 84 +61.0 -61.0 2 7 30 70 36 84 +55.2 -55.2 3 7 40 70 48 84 +45.2 -45.2 3 7 20 76 24 90 +61.0 -61.0 2 8 30 76 36 90 +51.3 -51.3 3 8 40 76 48 90 +42.2 -42.2 3 8 20 80 24 96 +61:0 -61.0 2 8 30 80 36 96 +47.7 -47.7 3 8 20 86 24 102 +61.0 -61.0 2 8 30 86 36 102 +44.6 -44.6 3 8 ' #14 x 3/4" FH. SMS. (SAE GRADE 5 STEEL, MIN.) ALUM. MULLION (SEE MULLION N.O.A. UNDER SEPARATE APPROVAL) SEALANT ANCHOR SPACING REQUIREMENTS: SILL FRAME ANCHORS: LOCATE ANCHORS 5 1/2" FROM ENDS. AND 21 1/16" O.C. MAX. (SINGLE.ROW) IE ANCHORS: LOCATE ANCHORS 6" FROM ENDS. ONE ANCHOF. AT 4 3/4' ABOVE THE MEETING RAIL 1E AND ONE ANCHOR 9" BELOW THE MEETING RAIL CENTER LINE, AND 13 5/8" 0.C. MAX. (SINGLE ROW) :HOR SPACING ARE MAXIMUMS: REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRED. TO MAINTAIN I SPACING BETWEEN ADJACENT ANCHORS. NO SHUTTERS REQUIRED FOR THESE INST. :'ONS. 1 . ALUMINUM MULLIONS TYP. INSTALLATION INTO RECTANGULAR ALUMINUM TYPE MULLION MIN. WALL THICKNESS ««.062" MIN. ALLOY =6063 -T5 #14 x 3/4" FH. SMS. (SAE GRADE 5 STEEL. MIN.) ALUM. MUWON (SEE MULLION N.O.A. UNDER SEPARATE APPROVAL) SEALANT WINDOW WIDTH --� TYP. INSTALLATION INTO FLANGE ALUMINUM TYPE MULUON MIN. WALL THICKNESS =.062" MIN. ALLOY-6063-T5 witAPAWaveel �Ab�a with th DNB LWO °14 IOW Doh Glow • • • • •• • •••• • •••• • • • • •• •• • • - • • • • •• • • • •••• •••• • • • •••• •••• • •• • • •• • •••• • •••• •••• • N 0 0 0 0 Z 6C 0 0 0 0 0 s 0 1 z z V 4 • z C •) • • . s :1 _ DRAWING No.: S - •L► SHEET 4 OF 5 ) 3.042' {-- 3.073' 0.062' GW 36763 FRAME HEAD SCALE: HALF SIZE 0 - r GW 36685 VENT TOP RAIL SCALE: HALF SIZE 1.500' � U -4- 0.062• GW 31470 VENT STOP SCALE: HALF SIZE ITEM STEEL REINFORCEMENT CHANNEL (INTO THE VENT . TOP—FULL LENGTH) (SCALE: FULL SIZE) - 3.245" - 3.141" 0.062 37731 AE SILL HALF SIZE -1.375'1 0 0.062' M .875' _I 31445 ,IE JAMB HALF SIZE 36706 c TING RAIL • 0 0 . C —1 0.935' I-- GW 37730 VENT BOTTOM RAIL 0.062' '? 0.688' 0.062. i 0.500- I —7 1.188 I- GW 31134 VENT JAMB STILE SCALE: HALF SIZE 0.500"— f--- -� I 8 0 0.062'' '1 ITEM 19 -56 GLAZING BEAD ANGLE ITEM STEEL REINFORCEMENT CHANNEL (INTO THE MEETING RAIL —FULL LENGTH) (SCALE: FULL SIZE) 0 0 L — 1 I 0.250' ITEM ALUMINUM BAR -4' LONG -_ (INTO THE MEETING RAIL AT EACH ENO) rerni r• n u 1 cl7rN • • •I ••• ••• Afilmedlis /Wide l the Mud By ISLA. Glow ••• ••r• • � • • • • • • ••• • ••• •.� • • • •• • •• •• •• • ••0 •••,•• • • 1 • • • •••• ••• • • • • •••• • • • • ••. •• • •••• • • • • •• • INSTALLATION FASTENER CHART #2 BASED ON TEST REPORTS: CTLA- 416W -1A AND CTLA -193 -2 (WATER TEST) GLAZING: 5/16" OVERALL LAMINATED (SAF-GLAS) 313/16' SILL HEIGHT WITH SILICONE CAP BEAD, WATER RESIT.TEST ■17.0PSF) SERIES 605 S.H. WINDOW FRAME SIZE MAX. DESIGN PRESSURE REVD ANCHOR QUANTITIES SIZE CODES PRODUCT CODE WIDTH (in.) HEIGHT (in.) POSITIVE NEGATIVE HEAD /SILL JAMB INDUSTRY SIZE CODES 1 2 - 19 1/8 26 +99.3 -99.3 2 4 1 3 19 1/8 38 3/8 ' +99:3 • ' -99.3 2 4 1 4 19 1/8 50 5/8 +99.3 -99.3 2 4 1 4.5 19 1/8 56 5/8 +99.3 -99.3 2 5 1 5 19 1/8 63 +99.3 -99.3 2 6 1 6 19 1/8 76 3/4 +99.3 -99.3 2 6 - H3 2 26 1/2 26 +99.3 -99.3 3 4 H3 3 26 1/2 38 3/8 +99.3 -99.3 3 4 H3 4 26 1/2 50 5/8 +99.3 -99.3 3 4 H3 4.5 26 1/2 56 5/8 +99.3 -99.3 3 5 H3 5 26 1/2 63 +99.3 -99.3 3 6 H3 6 26 /2 76 3/4 +88.0 -88.0 3 6 2 2 37 26 +99.3 -99.3 3 4 2 3 37 38 3/8 +99.3 -99.3 3 4 2 4 37 50 5/8 +94.2 -94.2 3 4 2 4.5 37 56 5/8 +81.8 -81.8 3 5 2 5 37 63 +72.1 -72.1 3 6 2 6 37 76 3/4 +58.9 -58.9 3 6 3 2 53 1/8 26 +62.6 -62.6 5 4 3 3 53 1/8 38 3/8 +43.6 -43.6 5 4 3 4 53 1/8 50 5/8 +34.4 -34.4 5 4 MODULAR SIZE CODES 20 70 24 84 +91.3 -91.3 2 7 20 76 24 90 +87.8 -87.8 2 7 20 80 24 96 +84.9 -84.9 2 8 20 86 24 102 +82.2 -82.2 .2 8 INSTALLATION FASTENER CHART #1 BASED ON TEST REPORTS: CTLA- 416W -1A AND CTLA -193 -2 (WATER TEST) GLAZING: 5/16' OVERALL LAMINATED (SAF -GLAS) 313116' SILL HEIGHT WITHOUT SILICONE CAP BEAD. WATER RESISTANCE TEST: 12.00 PSF SERIES 605 S.H. WINDOW FRAME SIZE MAX. DESIGN PRESSURE REVD ANCHOR QUANTITIES CODES PRODUCT CODE WIDTH (in.) HEIGHT (in.) POSITIVE NEGATIVE HEAD /SILL JAMB DUSTRY SIZE :ODES 1 2 19 1/8 26 +80.0 -99.3 2 4 1 3 19 1/8 38 3/8 +80.0 -99.3 2 4 1 4 19 1/8 50 5/8 +80.0 -99.3 2 4 1 4.5 19 1/8 56 5/8 +80.0 -99.3 2 5 1 5 19 1/8 63 +80.0 -99.3 2 6 1 6 19 1/8 76 3/4 +80.0 -99.3 2 6 H3 2 26 1/2 26 +80.0 -99.3 3 4 H3 3 26 1/2 38 3/8 +80.0 -99.3 3 4 H3 4 26 1/2 50 5/8 +80.0 -99.3 3 4 H3 4.5 26 1/2 56 5/8 +80.0 -99.3 3 5 H3 5 26 1/2 63 +80.0 -99.3 3 6 H3 6 26 1/2 76 3/4 +80.0 -88.0 3 6 2 2 37 26 +80.0 -99.3 3 4 2 3 37 38 3/8 +80.0 -99.3 3 4 2 4 37 50 5/8 +80.0 -94.2 3 4 2 4.5 37 56 5/8 +80.0 -81.8 3 5 2 5 37 63 +72.1 -72.1 3 6 2 6 37 76 3/4 +58.9 -58.9 3 6 3 2 53 1/8 26 +62.6 -62.6 5 4 3 3 53 1/8 38 3/8 +43.6 -43.6 5 4 3 4 53 1/8 50 5/8 +34.4 -34.4 5 4 ODULAR SIZE :ODES 20 70 24 84 +80.0 -91.3 2 7 20 76 24 90 +80.0 -87.8 2 7 20 80 24 96 +80.0 -84.9 2 8 20 86 24 102 +80.0 -82.2 2 8 iE 1. MAXIMUM ANCHOR SPACING REQUIREMENTS' HEAD AND SILL FRAME ANCHORS: LOCATE ANCHORS 5 1/2" FROM EN JAMB FRAME ANCHORS: LOCATE ANCHORS 6" FROM ENDS, ONE ANCH( CENTER LINE AND ONE ANCHOR 9" BELOW THE MEETING RAIL CENTER ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING F 3" MINIMUM SPACING BETWEEN ADJACENT ANCHORS. NO SHUTTERS REQUIRED FOR THESE INST. " O.C. MAX. (SINGLE ROW) ABOVE THE MEETING RAIL 3/8" 0.C. MAX. (SINGLE ROW) US, IF REQUIRED, TO MAINTAIN Florldoffillibe Code Yt) . 5 200 • "rL11271 pir�i4ir 14 )•L\ •••• • 3 0 0 z 3 0 0 0 0 z C BALLARD L. ARGUS 844 . . 1. TE P TATI • F . 3 E. • • E • 24 • • .•• •• • • • 6171*2 • FLORIDA No.35686. CML . • • • • • •• • •••• •••• • •••• • ••• •••• • • •• r••• • • • • • • • ••••• • • • • •• • ••• •• • • • •• • • •• •••• ••• • • •••• • ••I •••• • • • • ••••i• L1 • mi i g2AWING No 5 §05 -L SHEET 3 or rc 2 0 s W N J u W � O M 0 BILL OF MATERIALS ITEM OTY. PART No. MATERIAL DESCRIPTION LOCATION 1 1 GW -36763 6063 —T6 FRAME HEAD WINDOW FRAME 2 1 GW -37731 6063 —T6 FRAME SILL. WINDOW FRAME 3 2 GW -31445 6063 —T6 FRAME JAMB • WINDOW FRAME 4 1 GW -36706 6063 —T6 MEETING RAIL WINDOW VENT 5 1 GW -36685 6063 —T6 VENT TOP RAIL WINDOW VENT 6 1 GW -37730 6063 —T6 VENT BOTTOM RAIL WINDOW VENT 7 2 GW -31134 6063 -76 VENT JAMB STILE WINDOW VENT 8 2 GW -31470 6063 —T5 VENT STOP FRAME JAMBS (TOP) 9 4/VENT 19 -56 6063 —T5 GLAZING BEAD ANGLE WINDOW VENT 9A 12/VENT — -- STEEL 18 x 1[2" P.H. SCREW GLAZING CHANNEL PERIM. 11 (1) STRIP 4037 FIN SEAL WEATHERSTRIP MTG.RAIL /FRAME SILL 13 (1) STRIP 2240 FIN SEAL WEATHERSTRIP VENT TOP 14 (2) STRIP 3722 FIN SEAL WEATHERSTRIP VENT JAMB STILES 15 2 1 1/2 "x7/8 x3/4" FINSEAL PAD FRAME SILL CORNERS 17 2 GLASS 7/16" SAFETY —PLUS ANN. LAM. WINDOW FRAME/VENT 18 2 GLASS 5/16" ANN. LAM. SAF —GLASS WINDOW FRAME/VENT 19 AS REQ'D SILICONE STRUCTURAL GLAZING FRAME /GLASS 20 SEE ELEV. STEEL 1/4 "0 TAPCON BY ITW BUILDEX FRAME PERIMETER 21 2/VENT CAST LATCH LOCK VENT TOP 22 4/VENT NYLON VENT GUIDE VENT INT. CORNERS 23 2/VENT CALDWELL SPIRAL BALANCES AT FRAME JAMBS 24 2/VENT WVR -9302 VINYL BALANCE COVER FRAME HEAD /JAMBS 25 2 /VENT N69 CALDWELL BALANCE CLIP VENT 80TT. CORNERS 26 2 STEEL 1112 x 3'4" P.H. SMS (1) AT EACH BALANCE 27 8 STEEL 1/12 x 1 P.H. SMS FRAME CORNERS 28 8 STEEL 10 x 1` P.H. SMS VENT CORNERS 29 4 STEEL #8 x 3/4" F.H. SMS. (2) AT EACH LATCH 30 4 STEEL #6 x 3/8" F.H. SMS. AT EA. PLASTIC GUIDE 31(•) 1 STEEL 1x1 3 16x3/4x1/8" CHANNEL AT VENT TOP 32 2 ALUM. 1x1 /4 THK.x4" LONG BAR (1)AT EA. MTG. RAIL END 33(•) 1 STEEL 1/2xlx1 CHANNEL AT MEETING RAIL ) MIN. LANCE Ir 0. w 1- Z irI CAL SECTION \LE: HALF SIZE Ix W BUCK 7/16" OVERALL LAMINATED (GLASSLAM SAFETY —PLUS) BY NEBULA GLASS INTERNATIONAL INC. 0.070" POLYCARBONATE 1/8" ANN. GLASS WITHOUT SILICONE CAP BEAD P.T. 1x WOOD BUCK (BY OTHERS, TYP.) SEE NOTE BELOW 0.060" POLYESTER 1/8" ANN. GLASS w a N Cs4 w N w 1 TYP. HEAD AND SILL INSTALLATION INTO INSTALLATION INTO CONCR WITHOUT SILICONE CAP BEAD P.T. 1 x WOOD BUCK SEALANT (BY OTHERS) SEE NOTE BELOW 0.010" P.E.T. FILM 0.060" POLYESTER 1/8" ANN. GLASS .500" GLASS BITE 1/8" ANN. GLASS WITH SILICONE .500" CAP BEAD f GLASS BITE 5/16" OVERALL LAMINATED (SAF —GLAS) BY SECURITY IMPACT GLASS HOLDINGS L.L.C. GLASS OPTIONS SCALE: FULL SIZE 1 1/4" MIN. EMBED. INTO CBS (TYP.) TYP. INSTALLATION INTO HOLLOW CONCRETE BLOCK W BUCK Y. INSTALLATION NOTE; 11 • " • 1 • . • • ARCHITECJ OR FNG. OF REC ^MENDED BY RECORr.: P) NO SFiI ; F .'t;: REQUIRED FOR THESE INSTALLATIONS. (') DENOTES FULL LENGTH i �1 - 111111V11111!111111\1111 Ulr QZ � ��a r } 1 1 1111 1 p t ,1I111111111111,111111111Mr- 1/4" MAX. R18 INTERIOR EXTERIOR WINDOW WIDTH HORIZONTAL SECTION • SCALE: HALF SIZE 1 1/4" MIN. EMBED. INTO 2000/4000 PSI I CONCRETE (TYP) BALLARD L. ARG , P.E. 844 91 RaACE P 1� ON i L 33324 TYP. IAZSL� .`.: (NTEKl0NCRETE SEALANT lx WOOD BUCK •••• • • •••• • ORATAN% No.. S605 -LM SHEET 2 OF 5 z Z 4 • • • 0 0 0 0 0 0 Z 3 1 • REINFORCED DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) SEE CHART #1 (SHEET 3 OF 5) SEE CHART # (SHEET 3 OF 5) GLAZING: 5/16" SAF -GLAS GLAZING: 5/16" SAF -GLAS W.R.T.: 12.00 PSF • (W/0 SCREENS) ) (BASED ON TEST REPORT: W.R.T.: 17.00 PSF (WITH ' ANDNO S SCREENS) CTLA 193W -2) TEST REPORT: CTLA 416W -IA 1/8" MAX. FRAME WIDTH - -� 21 1/16" 21 1/16" MAX. MAX. (7/16" GLASSLAM SAFETY -PLUS) DESIGN PRESSURE (PSF) EE CHART #3 (SHEET 4 OF 5) GLAZING: 7/16" GLASSLAM ER RESISTANCE TEST: 12.00 PSF /0 CAP BEAD AND NO SCREENS) .D ON TEST REPORT: CTLA 193W -2) TEST REPORT: CTLA 416W -1 1S REQUIRED FOR THESE INSTALLATIONS.) x 15 3/8 MAX. 5 1/2" 6" -J 6" r 4 ! 3/4" of 15 3/8" t MAX. 37" MAX. FRAME WIDTH f 13" 13" MAX. MAX. (5/16" SAF -GLAS) SERIES 605 SINGLE HUNG (REBN ORCEDY LARGEST TESTED UNITS (VIEWED FROM EXTERIOR) SCALE: 1/2" = 1 -0" SHEET 1. - GENERAL NOTES, ANCHOR NOTES, TYPICAL ELEVATIONS AND ANCHOR LAYOUT SHEET 2. -CROSS SECTIONS AND BILL OF MATERIALS SHEET 3. - INSTALLATION FASTENER CHARTS FOR 5/16" SAF -GLAS. SHEET 4. - INSTALLATION FASTENER CHARTS FOR 7/16" GLASSLAM SAFETY -PLUS. SHEET 5. -PARTS LIST GENERAL NOTES f 5 1/2" 1. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS CTLA 193W -2 AND CTLA 416W -1/1A , AS LISTED ACCORDINGLY FOR EACH UNIT. 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR STRUCTURAL CONCRETE /CBS CONSTRUCTION ONLY (SEE ANCHORING NOTES BELOW) 3. WINDOW MINIMUM HARDWARE REQUIREMENTS: A. TWO (2) 5/8 SPIRAL BALANCES. - LOCATE ONE (1) AT EACH JAMB. B. TWO (2) SURFACE MOUNTED METALLIC CAM LOCKS, LOCKING INTO A GROOVE IN THE FIXED MEETING RAIL, WITHIN 5 1/2" FROM EACH END. C. TWO (2) ALUM. VENT STOPS, 4 1/2" LG. - LOCATE ONE AT TOP OF EACH JAMB. D. FOUR (4) VINYL SASH GUIDES. - LOCATE TWO (2) AT EACH JAMB STILE OF THE OPERATING VENT, WITHIN 2 3/8" FROM THE BOTTOM OF THE VENT AND WITHIN 2" FROM THE TOP. E. TWO (2) BALANCE CUPS, WITH I.D. MARK "69N ° - LOCATE ONE (1) AT THE BOTTOM OF EACH JAMB RAIL OF THE OPERATING VENT. F. TWO (2) EXTRUDED ALUMINUM BALANCE COVERS. - LOCATE ONE (1) IN EACH FRAME JAMB. 4. WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW. WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT FRAME SILL FLANGE, FIXED MEETING RAIL, VENT MEETING RAIL AND EACH JAMB RAIL OF VENT (ON THE INTERIOR AND EXTERIOR.) 9. DOUBLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT VENT BOTTOM RAIL. C. ONE (1) 1 3/8" LONG STRIP OF SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT EACH END OF FIXED MEETING RAIL. D. ONE (1) WOOL PILE PAD, 1 1/2" X 7/8" X .750" HIGH. - LOCATE AT EACH SILL CORNER. E. ONE (1) WOOL PILE STRIP, 1 3/8" X 1/2" X .350" HIGH. - LOCATE AT BOTTOM RAIL INTERIOR, VERTICAL UNDER UFT RAIL BUTTED TO STILE. 5. PROVIDE TWO (2) WEEP NOTCHES 1 3/16" LONG X LEG HEIGHT. - LOCATE ONE (1) AT EACH END OF THE SILL EXTRUSION INTERMEDIATE AND SCREEN RETAINER. LEGS. 6. GLAZING METHOD: EXTERIOR GLAZED WITH ADHESIVE BACK BEDDING COMPOUND AND EXTRUDED ALUMINUM ANGLE (1 /2 "x1 /2 "x1 /16"THK.), SECURED WITH #8 x 1/2" P.H. SMS., AT 8" FROM ENDS AND ONE AT MID -SPAN. 7. ALL STRUCTURAL FRAMING MEMBERS ARE ALUMINUM ALLOY 6063 -T6. ^ NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS ANCHORING NOTES A. INTO STRUCTURAL CONCRETE CONSTRUCTION 1. TYPICAL ANCHOR TYPE I5 1/4 "0 TAPCON AND 1 1/4" EMBEDMENT DEPTH FOR 2000/4000 PSI STRUCTU- RAL CONCRETE AND HOLLOW CONCRETE BLOCK. 2. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID UNES LOCATED AROUND THE PERIMETGFi ECIE EACH TO THE FRAME (SEE ELEVATIONS) • • • •••• • FRAME AND CONCRETE SUBSTRATE* IS I/4P. FROM EDGE OF CONCRETE /BLOCK 1 172" UNIT ELEVATION, DRAWN PERPENDICULAR 3. MAXIMUM SHIM SPACE BETWEEN WINDOW 4. MINIMUM 1/4 "0 TAPCON EDGE DISTANCE 5. MINIMUM SPACING BETWEEN ADJACENT 1/4 "0 TAPCON IS 3 ". B. INTO AL UMINUM SU (3STRATF: 1. TYPICAL ANCHOR TYPE IS SAE GRADE 5 1/4 "0x3/4" SHEET METAL SCREW 2. '1INIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID UNES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEEVATION. MAXIMUM ANCHOR SPACING REQUIREMENTS; (SEE NOTE 1 ON SHEET 3 AND 4 OF 5) FLORIDA No.35686. CIVIL • • • • • •••• • •••• ■ •••• • • •••• • 1• • • • • Utgl LP -14‘t '41 • • • • • • •• • 0 0 z 0 0 0 0 z 0 z 0 z 7 S w 0 z !n 0 V1 w E2 N P'8 (n g a 000 C •• rc NG No.. 5805 -Li` SHEET 1 OF 5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12 Ave Pompano Beach, Florida, 33609 • • ... • • • ... MIAMI DADE C(pNtY; FLORIDA METRO- CADEFLYKILER BLIILDItIG:. 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA.?? 30 -15¢3 .. (305) 171.2401. FAX:3Q5� 37-220t4 • . • ••• • • • • • • • • . . . ., • • •• • • • • .. • • • .. ••• .. • • • . • • • • • ••• .. SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been OrReviewed be used in Miami Dade County areas n where allowed by by the Board of Rules and Appeals ( ) 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 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: Series "515 " Aluminum Outswing Casement Window —LM Impact APPROVAL DOCUMENT: Drawing No. C515 -LMI, titled "Series 515 Aluminum Outswing Casement window ", 1 through 11 of 11, prepared by manufacturer, dated 11 -15 -01 and last revised on 02- 25 -03, signed and sealed by Ballard L. Argus, 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 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 01- 1129.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 Page 1 DESIGN PRESSURE RATING: SEE TABLES #1, #2, AND #3 TEST REPORT No.: FTL -2770 GLAZING: 7/16" SAF -GLAS BY S.I.G. - 3/16 ANNEALED GLASS - 0.070" POLYCARBONATE INTERLAYER - 3/16 ANNEALED GLASS WATER RESISTANCE TEST: 12.00 PSF • • • • •••• • • •••• • • • • • .• • •• • • • .• • • • •••• • • •• • • • ••• • •••• • • •••• • •••• • •••• •••• • • •••• • •. • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • 0 0 30" MAX. \ D.LO. i \ • \ CAM LOCKS / /•. ■-•.- - 45 1/2" MAX. D.L.O. —� o CUSTODIAL 1 LOCKS N ® 4 6" 12 1 /"/„ MAX. SHttl 10 OF 11 (I (I I/ I a SEE MULL CUP SHEET 10 OF 11 I 20 5/8" TRIES 515 CASEMENT WINDOW MAX. iAT1ON VIEWED FROM EXTERIOR, SCALE: 1/2° = 12 ") GENERAL NOTES CASEMENT WINDOW (LARGE MISSILE IMPACT), AS DESIGNED AND MANUFAC- \ND DOOR, LLC. %WINGS ARE BASED ON TEST REPORTS No.: FTL -2770, FTL -2587 AND STED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ON SHEETS 1, 6, VELY) HOR INFORMATION FOR STRUCTURAL CONCRETE AND HOLLOW CONCRETE NLY. /ARE REQUIREMENTS: TO HAVE: :E BUTT HINGES 6 1/4" LONG,' LOCATED 7" FROM TOP AND BOTTOM AND THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) VER TYPE CAM LOCKS, WITH SURFACE MOUNTED KEEPERS, LOCATED ,ND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, AT (SEE TABLES FOR REQUIREMENTS - EACH VENT SIZE) TOR AT SILL, LOCATED 4 1/2 ";FROM EITHER LEFT OR RIGHT JAMB. HAVE: - • - :E BUTT HINGES 6 1/4" LONG,_ LOCATED 7" FROM TOP AND BOTTOM AND THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) Y OPERATED CUSTODIAL LOCKS,: WITH SURFACE MOUNTED KEEPERS, LOCA- VD BOTTOM AND AT MID-SPAN, - WHERE THREE LOCKS ARE INDICATED, AT (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) Y OPERATED CUSTODIAL LOCK, LOCATED AT MID -SPAN OF HEAD AND SILL :KS ARE INDICATED (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) LNG REQUIREMENTS: PILE WITH INTEGRAL PLASTIC :FIN. - LOCATE AT PERIMETER OF FRAME AND. •AIL, AT EACH WEATHERSTRIPPING GROOVE. HIOR GLAZED WITH 0.450" (VENTS) AND 0.450" (FIXED LITES) GLASS BITE, 1 ALUMINUM TUBE GLAZING BEAD WITH SILICONE BETWEEN THE BEAD AND '.ASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTION. :RS SHALL BE ALUMINUM ALLOY 6063 -T6. NOTE; THE FIXED PANEL (0) IS EQUIPPED WITH BUTT HINGES AND CUSTODIAL LOCKS FOR CLEANING PURPOSES ONLY r SHUTTERS REQUIREMENTS: NO SHUT IERS ARE REQUIRED FOR THESE INSTALLATIONS. ' ,. „r,vnn rvwnvrn „rc rvn A, AA wvu AvA w1 A. 1/4 "0 ELCO TEXTRON (CARBON STEEL) HEX P ANCHORS, WITH THE FOLLOWING MECHANICA . I MINIMUM YIELD STRESS= 146,887 - PSI - AVEERAGE YIELD STRESS= 158,767 P51 8. 5/16 "0 ELCO TEXTRON (CARBON STEEL) HEX ANCHORS, WITH THE FOLLOWING MECHANICAL 1 MINIMUM YIELD STRESS= 150,142 PSI AVEERAGE YIELD STRESS= 155,862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: a. FOR X AND XX CONFIGURATIONS: - 1 1/2" FOR 2500/3000 PSI STRUCTURRA - 1 1/4" FOR HOLLOW CONCRETE BLOCK b. FOR XOX, XXO, AND OXX CONFIGURATIONS: - 1 3/4° FOR 3200 PSI STRUCTURAL COI - 1 1/4 FOR HOLLOW CONCRETE BLOCK 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE 01 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT A OF THE XX CONFIGURATION VERTICAL MEETING R; AND 3 3/4" FOR 5/16 "0 TAPCON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS PERIMETER OF WINDOW ELEVATION, DRAWN PERP: MAXIMUM ANCHOR SPACING REQUIREMENTS: . - HEAD AND SILL OF OPERATING VENTS FOR X: XX ANCHORS AT 6" FROM ENDS AND 12 1/2" O.C. - TOP AND BOTTOM OF MEETING RAILS FOR XX- CO CLUSTER WITHIN 6 MAXIMUM OF EACH SIDE ' - HEAD AND SILL OF FIXED VENTS FOR XOX COONFI FROM ENDS AND 20 5/8" O.C. MAXIMUM - JAMBS OF OPERATING AND FIXED VENTS FOR X, LOCATE ANCHORS 6" FROM ENDS AND 15 1/16" 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUC: ENDS, IF REQUIRED, TO MAINTAIN 3" MINIMUM; SI DRAWING INDEX SHEET 1. - GENERAL NOTES, ELEVATION (TEST FTL -2770) . SHEET 2. - VERTICAL CROSS SECTIONS AND BILL OF MATEI SHEET 3. - HORIZONTAL CROSS SECTIONS (7/16" GLASS) SHEET 4. -LOAD /ANCHOR /HARDWARE TABLES (X & XX CO SHEET 5. - LOAD /ANCHOR /CUPS /HARDWARE TABLES (XOX SHEET 6. - ELEVATION (TEST FTL- 2587), LOAD /ANCHOR /H/ (X CONFIG. - 5/16" GLASS) SHEET 7. -CROSS SECTIONS AND BILL OF MATERIALS ,;(X SHEET 8. - ELEVATION. (TEST ATL- 0806.01 -02 ANCHOR N( SHEET 9. - LOAD /ANCHOR /HARDWARE TABLES (X & XX CO SHEET 10. -MULL ANCHOR CUPS DETAILS SHEET 11. -PARTS LIST Agpe•o•d s c0•07114.T4° Florida Weft Code . Do MAI01 NOAd o1- 1124•o Wand Uode"Pre17o'd o L I. (-144 -I •5 • • •••••• ••••• • • • • • • • •• • • 000000 • • • .• • • . •••• •••• • • •••• • •• • • • ••• • •••• • • •••• • •••• • •••• •••• • • •••• • •• • • . • • • • • • • •• •• • • •••• • • •••• • • •• • • . • • • VIDTH � — FOR X OH Xx = FOR XXO,XOX, OR OXX • .: • =1 3/4" . TYP. INSTALLATION INTO CONCRETE 1X P.T. WOOD BUCK (SEE NOTE BELOW) 1X P.T. WOOD BUCK (SEE NOTE BELOW) MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2" FOR XXO,XOX, OR OXX =1 3/4" "; D BUCK INSTALLATION NOTE , WCD BUCK SHALL BE ATTACHED TO • SUBSTRATE AS RECOMENDED BY -) OR ENGINEER OF RECORD CT8 ®ICI 0: 0 w — 2" NOM. WIDTH F— T 2 1/2 EDGE DISTANCE (TYP) PRECAST SILL INSTALLATION 2 1/2" EDGE DISTANCE (TYP) ITEM QTY. ( Iik) V�RT CAL S�CTI cr n ! c. HeI F S 2 3 4 6 7 8 9 10 11 11B 12 13 14 15 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 36 2 4 2 3 6 3 9 9 1 1 3 2 AS REVD AS REVD 5 6 4 3 3 /CORNER AS REVD 2 /EACH 2 /EACH AS REQ'D AS REVD 2 /EACH 8 /MULL 1 /HINGE AS REVD 20 12 8 8 2 /MULL • 4 /MULL 2 /HINGE GW 37528 GW 37528 GW 37528 GW 37526 GW 37526 GW 37526 GW 37521 GW 37522 TM -102 TM -82 S500 2230 28 -23 -01 -101 24 -11 -32 30238 23 -65 -32 SW 27713 TM -096 4." MAX. SHIM (TYPICAL) MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2" — FOR XXO,XOX, OR OXX =1 3/4" 6063 —T6 ALUM. 6063 —T6 ALUM. 6063 —T6 ALUM. 6063 —T5 ALUM. 6063 —T5 ALUM. 6063 —T5 ALUM. 6063 —T5 ALUM. 6063 —T5 ALUM. 6063 —T6 ALUM. 6063 —T6 ALUM. GLASS GLASS SILICONE WOOL CAST ZINC CAST ZINC S. STEEL , CAST ZINC S. STEEL S. STEEL S. STEEL S. STEEL STEEL S. STEEL S. STEEL S. STEEL STEEL ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM 6063 —T6 ALUM. 6063 —T5 ALUM. ALUMINUM FRAME HEAD FRAME JAMB FRAME SILL VENT TOP VENT STILE VENT BOTTOM VENT INTERIOR HINGE VENT EXTERIOR HINGE MEETING RAIL MULL 7/16" SAF —GLAS LAMINATED (FR.-27 1/2" GLASSLAM LAMINATED (ATL -080- "TREMGLAZE" S500 _ FINSEAL #2230 _ "TRUTH" KEY OPERATED CUSTODIAL L "TRUTH" LOCK HANDLE "TRUTH" KEEPER "TRUTH" SINGLE ARM (FACE — MOUNT) #10 x 1 1/4" P.H. SMS. #10 x 3/8" P.H. SMS. #10 x 3/8" P.H. "TYPE B" SCREW #10 x 3/8" T.H. "TYPE C" SCREW 1/4 "0 OR 5/16 ° 0 TAPCON (SEE TAB #14 x 1 1/2" P.H. SMS. #10-24 "TYPE C " SCREW #14 x 1/2" F.N. SMS. 3/16 "0 x 5.8" LONG HINGE ROD 1/2 x 1/2 x 1/16" TUBULAR GLAS CORNER KEY 3 x 1 x 1/16" THK. CHEVRON 3 x 11/16 x 1/16" THK_ CHEVRON 3 x 1 3/8 x .041" THK. CHEVRON 2 x 3 5/16 x 5 1/2 x 1/8" THK. 2 x 1 1/2 x 4 x 1/8" THK. MULL CAP RIVET NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS 3/16" ANNEALED GLASS .070" POLYCARBONATE BY S.I.G. 3/16" ANNEALED GLASS EXTERIOR 7/16" OVERALL LAMINATED (SAF —GLAS) BY SECURITY IMPACT GLASS HOLDINGS, LLC .450" GLASS BITE GLASS DETAIL SCALE: FULL SIZE r/ r I rvo. • • • • • •471•Q • .• • • • • • • • • • • • • • •• • ••• • • ••• • • •• • • • ••• • •••• • • •••• • •• • •• •• • • ••• • • • • • • • • • • • • •• • • • • •• •• • • • • • •• • • • ;NIGE DETAIL FULL DETAIL TO SUBSTRATE OR ENGINEER WINDOW FRAME WIDTH WINDOW FRAME WIDTH MEETING RAIL DETAIL EXTERIOR :BULL ANCHOR CLIP TYPE APPLICATION. 1 1/4" MIN. EMBED. (TYP.) WINDti /: t;. • •,,, % %:DTH 1\I® LOCK DETAIL MULL DETAIL al 11111IPr 11 N\1111)1;\ % nU► TYP. INSTALLATION INTO CONCRETE BLOCK 1X P.T. W000 BUCK (SEE NOTE BELOW) W 0 W W Z N F N N J imp', REQUIRED FOR THESE INSTALLATIONS WINDOW FRAME WIDTH 111111M1,17 9. 10 AA 1 � Approved as eoaptylegjr4A Florida BaMY%¢ Date MA 101, 20 NOAH rl / — //29 Miami D•de Prolian CorM • •• • • • • • •••• • •• • • • • •••• • • • • •••• • • • • •• • • • • •• • • •• • • • ••• • •••• • •••• • •••• •••• • • •••• • • • •• •• • • •••• • • •••• • • •• • • • • • I no - AnntALtu LAMINA' tU tJAr ULAJJ, CAJtU UN ICJ' =roll t no.: r I L Z/ /V 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF ELCO 1/4 "0 OR 5/16`0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) HEIGHT On) 78 • '8 • 8 -54.1 I NO SHUTTERS REQUIRED FOR T1 NOTE: - SEE ANCHOR NOTES ON SHEE INSTALLATION FASTENER CHART /HARDWARE: (XX CONIFOGURATOON) GLAZING: 7116' ANNEALED LAMINATED (SAF- GLAS), BASED ON TEST REPORT No.: FTL 2770 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF (ELCO 1/4 "0 OR 5/16 "0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) REQUIRED HARDWARE PER OPERABLE VENT BUTT HINGES (QTY.)• 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 LOCKS (QTY.) 80.0 80.0 80.0 2 2 3 3 1 2 2 POSITIVE ( +) 80.0 62.7 80.0 80.0 80.0 80.0 80.0 3 3 1 2 2 3 80.0 80.0 2 80.0 80.0 80.0 80.0 80.0 80.0 3 1 2 3 3 1 2 2 3 3 (USING 1/4 "o ANCHORS) 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS 80.0 80.0 80.0 80.0 80.0 80.0 72.2 NEGATIVE MEETING RAIL HEAD /SILL ( -) (QTY.) -80.0 • 2 -80.0 2 - 80.0 4 -80.0 4 - 62.7 -80.0 -80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 73.5 - 80.0 -80.0 - 80.0 -74.4 -65.1 - 73.0 -72.2 - 72.2 -60.3 2 OTHER HEAD /SILL (QTY.) 2 2 4 5 2 2 5 2 2 7. 2 2 EACH JAMB (QTY.) 2 3 3 4 5 5 2 3 80.0 80.0 . 4 5 5 2 3 4 5 80.0 80.0 80.0 80.0 80.0 5 2 3 4 5 5 (USING 5/16 "0 ANCHORS) 2500 PSI CONCRETE/ HOLLOW BLOCK POSITIVE ( +) 80.0 80.0 80.0 - 80.0 -62.7 80.0 62.7 80.0 80.0 80.0 - 80.0 - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 NEGATIVE ( -) - 80.0 -80.0 -80.0 - 80.0 - 80.0 -80.0 - 80.0 - 80.0 -80.0 - 80.0 - 80.0• -80.0 -80.0 - 80.0 -80.0 -80.0 - 78.0 - 72.2 - 72.2 - 72.2 - 80.0 REQUIRED ANCHORS MEETING RAIL HEAD /SILL (QTY.) 2 2 2 2 2 2 2 2 2 4 2 2 2 4 4 2 2 2 4 4 2 2 4 4 4 OTHER HEAD /SILL (QTY.) 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 EACH JAMB (QTY.) 2 3 4 5 5 2 3 4 5 5 2 3 4 5 5 2 3 4 5 5 2 3 4 5 5 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED HARDWARE REQUIRED ANCHORS (1/4 "0) REQUIRED ANCHORS (5/16 "0) HEIGHT (in) POSMVE ( +) NEGATIVE ( -) BUTT HINGES (QTY.) LOCKS (QTY.) HEAD /SILL (QTY.) EACH JAMB (QTY.) HEAD /SILL ' (QTY.) EACH JAMB (QTY.) 16 80.0 -80.0 2 1 2 2 2 2 38 3/8 80.0 -80.0 2 2 2 3 2 3 50 5/8 80.0 -80.0 3 2 2 4 2 4 33 80.0 -80.0 3 3 2 5 2 5 '2 62.7 -62.7 3 3 2 5 2 5 36 80.0 -80.0 2 1 3 2 3 ' 2 38 3/8 80.0 -80.0 2 2 3 3 3 3 30 5/8 80.0 -80.0 3 2 3 4 3 4 53 80.0 -80.0 3 3 3 5 3 5 '2 80.0 -80.0 3 3 3 5 3 5 16 80.0 -80.0 2 1 3 2 3 2 58 3/8 80.0 -80.0 2 2 3 3 3 3 50 5/8 80.0 -80.0 3 2 3 4 3 4 53 80.0 -80.0 3 3 3 5 3 5 '2 80.0 -80.0 3 3 3 6 3 5 16 80.0 -80.0 2 1 3 3 3 2 38 3/8 80.0 -80.0 2 2 3 4 3 3 50 5/8 80.0 -80.0 3 2 3 5 3 4 53 80.0 -80.0 3 3 3 6 3 5 '2 80.0 -80.0 3 3 3 7 3 5 • •• • • • • • •••• • •• • • • • •••• • • • • •••• • • • • •• • • • • •• • • •• • • • ••• • •••• • •••• • •••• •••• • • •••• • • • •• •• • • •••• • • •••• • • •• • • • • • I no - AnntALtu LAMINA' tU tJAr ULAJJ, CAJtU UN ICJ' =roll t no.: r I L Z/ /V 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF ELCO 1/4 "0 OR 5/16`0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) HEIGHT On) 78 • '8 • 8 -54.1 I NO SHUTTERS REQUIRED FOR T1 NOTE: - SEE ANCHOR NOTES ON SHEE INSTALLATION FASTENER CHART /HARDWARE: (XX CONIFOGURATOON) GLAZING: 7116' ANNEALED LAMINATED (SAF- GLAS), BASED ON TEST REPORT No.: FTL 2770 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF (ELCO 1/4 "0 OR 5/16 "0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) REQUIRED HARDWARE PER OPERABLE VENT BUTT HINGES (QTY.)• 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 LOCKS (QTY.) 80.0 80.0 80.0 2 2 3 3 1 2 2 POSITIVE ( +) 80.0 62.7 80.0 80.0 80.0 80.0 80.0 3 3 1 2 2 3 80.0 80.0 2 80.0 80.0 80.0 80.0 80.0 80.0 3 1 2 3 3 1 2 2 3 3 (USING 1/4 "o ANCHORS) 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS 80.0 80.0 80.0 80.0 80.0 80.0 72.2 NEGATIVE MEETING RAIL HEAD /SILL ( -) (QTY.) -80.0 • 2 -80.0 2 - 80.0 4 -80.0 4 - 62.7 -80.0 -80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 73.5 - 80.0 -80.0 - 80.0 -74.4 -65.1 - 73.0 -72.2 - 72.2 -60.3 2 OTHER HEAD /SILL (QTY.) 2 2 4 5 2 2 5 2 2 7. 2 2 EACH JAMB (QTY.) 2 3 3 4 5 5 2 3 80.0 80.0 . 4 5 5 2 3 4 5 80.0 80.0 80.0 80.0 80.0 5 2 3 4 5 5 (USING 5/16 "0 ANCHORS) 2500 PSI CONCRETE/ HOLLOW BLOCK POSITIVE ( +) 80.0 80.0 80.0 - 80.0 -62.7 80.0 62.7 80.0 80.0 80.0 - 80.0 - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 NEGATIVE ( -) - 80.0 -80.0 -80.0 - 80.0 - 80.0 -80.0 - 80.0 - 80.0 -80.0 - 80.0 - 80.0• -80.0 -80.0 - 80.0 -80.0 -80.0 - 78.0 - 72.2 - 72.2 - 72.2 - 80.0 REQUIRED ANCHORS MEETING RAIL HEAD /SILL (QTY.) 2 2 2 2 2 2 2 2 2 4 2 2 2 4 4 2 2 2 4 4 2 2 4 4 4 OTHER HEAD /SILL (QTY.) 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 EACH JAMB (QTY.) 2 3 4 5 5 2 3 4 5 5 2 3 4 5 5 2 3 4 5 5 2 3 4 5 5 • • • •• • • • • 0000 • •• • • • • 0000 • • • • 0000 • • • • • • •• • • • • •• • • • ••• • •• • • • • •••• ••0• • • • • • • •0•• 0000 • • • • 0000 • • • 0000 • •• • • • • •••• • • • • 0000 )N SHEET 1 OF 11 CLIP DETAILS ON SHEET 10 OF 11 SEE MULL CLIP SHEET 10 OF 11 SEE MULL CUP SHEET 10 OF 11 - MAX. F.W. "0" VENT WIDTH (SEE TABLE #3) SEE MULL CUP SHEET 10 OF 11 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF (ELCO 1/4'0 OR- 5/16 "0 TAPCONS.IN 3200 PSI CONCRETE SUBSTRATE) NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS OTHER C O N F I G U R A T I O N S MAX. F.W. • SEE MULL CLIP SHEET 10 OF 11 MAX. F.W. SEE MULL CU SHEET 10 OF 1 1 0 m SHEET MULL 10 OF I I le, � / � � ! / 1 I1 L i III / li © ' C (SEE TABLE #3) SEE MUL SHEET 1 (USING 1/4'0 ANCHORS) (USING RATION XOX REQUIRED HARDWARE 3200 PSI CONCRETE/ HOLLOW CBS REQUIRED ANCHORS 3200 PSI CONCRETE/I HOLLOW CBS PER 0 OPERABLE VENT FIXED VENT P OPERABLE VENT PER FIXED VENT A L M ;HT0n) "X" VENT WIDTH (in) "0" VENT WIDTH (in) HMS (QTY.) LOCKS (QTY.) HINGES (QTY.) CUSTODIAL LOCKS POSITIVE ( +) NEGATIVE ( -) HE EACH JAMB (QTY.) HEAD /SILL (QTY.) EACH JAM POSITIVE (QTY) ( +) NEGATIVE ( -) -80.0 HEAD /5 (QTY. 2 2 HEAD /SILL JAMBS 6 24 24 2 1 2 NONE 1 80.0 -80.0 -- 2 2 2 80.0 - 1 3 3/8 24 24 2 2 2 NONE 2 80.0 -80.0 2 3 2 3 80.0 80.0 -80.0 1 -80.0 0 5/8 24 24 3 2 3 NONE 2 80.0 -80.0 2 4 2 4 3 24 24 3 3 3 NONE 3 80.0 -80.0 2 5 2 5 1 80.0 -80.0 2 2 24 24 3 3 3 NONE 3 80.0 -80.0 2 5 2 5 1 80.0 -80.0 - 1 5 26 1/2 51 2 1 2 1 1 80.0 -80.0 3 2 3 2 1 80.0 _ - 80.0__ -80.0 M M M 3 3/8 26 1/2 51 2 2 2 1 2 80.0 -80.0 3 3 3 3 80.0 1 74.3 3 5/8 26 1/2 51 3 2 3 1 2 74.3 -74.3 3 4 3 4 -74.3 3 26 1/2 51 3 3 i 3 1 3 59.1 -59.1 3 5 3 5 1 59.1 -59.1 _ 2 26 1/2 51 3 3 3 1 3 51.0 -51.0 3 5 3 5 1 51.0 -51.0 3 37 37 2 1 2 1 1 80.0 -80.0 3 3 3 3 1 80.0 -80.C.1 -80.0 -80.0 1 M M M EE 3 3/8 37 37 2 2 2 1 2 80.0 -80.0 3 4 3 3 - 1 80.0 0 5/8 37 37 3 2 3 1 2 80.0 -80.0 3 5 3 4 1 80.0 3 37 37 3 3 3 1 3 80.0 -70.9 3 6 3 5 1 80.0 -70.9 2 37 37 3 3 3 1 3 60.7 -60.7 3 6 3 5 60.7 1 -60.7 1 5 35 51 2 1 2 1 1 80.0 -80.0 3 3 3 3 1 80.0 -80.0 3 3 3 3/8 35 51 2 2 1 2 1 2 80.0 -80.0 3 4 3 4 I 80.0 -80.0 0 5/8 35 51 3 2 3 1 2 74.3 -74.3 3 4 3 6 74.3 -74.3 3 3 3 35 51 3 3 3 1 3 59.1 -59.1 3 5 3 6 I 59.1 -59.1 2 35 51 1 3 _ 3 _ 3 1 3 51.0 -51.0 3 5 3 6 I 51.0 -51.0 I 3 • • • •• • • • • 0000 • •• • • • • 0000 • • • • 0000 • • • • • • •• • • • • •• • • • ••• • •• • • • • •••• ••0• • • • • • • •0•• 0000 • • • • 0000 • • • 0000 • •• • • • • •••• • • • • 0000 )N SHEET 1 OF 11 CLIP DETAILS ON SHEET 10 OF 11 SEE MULL CLIP SHEET 10 OF 11 SEE MULL CUP SHEET 10 OF 11 - MAX. F.W. "0" VENT WIDTH (SEE TABLE #3) SEE MULL CUP SHEET 10 OF 11 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF (ELCO 1/4'0 OR- 5/16 "0 TAPCONS.IN 3200 PSI CONCRETE SUBSTRATE) NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS OTHER C O N F I G U R A T I O N S MAX. F.W. • SEE MULL CLIP SHEET 10 OF 11 MAX. F.W. SEE MULL CU SHEET 10 OF 1 1 0 m SHEET MULL 10 OF I I le, � / � � ! / 1 I1 L i III / li © ' C (SEE TABLE #3) SEE MUL SHEET 1 CONFIGURATION X 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED 1 1 1 I PRODUCT CODE FR. WIDTH (in) FR. HEIGHT (in) POSITIVE ( +) NEGATIVE I ( -) BUTT HINGE (QTY.) 1 2 19 1 /8 26 72.8 1 -99.3 2 13 19 1/8 38 3/8 72.8 -99.3 3 14 19 1/8 50 5/8 72.8 -99.3 3 15 19 1/8 63 72.8 1 -99.3 3 16 19 1/8 72 72.8 I -81.0 3 1 1/2 32 26 1/2 26 72.8 I -99.3 2 I 1/2 33 26 1/2 38 3/8 72.8 1 -99.3 3 _ I 1/2 34 26 1/2 50 5/8 72.8 I -99.3 3 _ 1 1/2 35 26 1/2 63 72.8 1 -93.9 3 - -- 32 26 72.8 _ I -79.3 - -- 32 38 3/8 72.8 I -75.4 1 3 _ 1 I I - 32 50 5/8 72.8 I -75.4 I 3_ 22 37 26 72.8 -46.3 1 2 23 37 38 3/8 72.8 1 -40.7 _ _ 3 I • •• • • • • • •••• • • • •• • • • • • • • • • •• • • • •••• •••••• 111 • D. �m t • •• •• •• i 1 • • • • • 0410 0 I►o I CAM ' LOCKS 1• . VIII I •••• • • • • • • • TENT WINDOW NED FROM EXTERIOR) = 12" GENERAL NOTES GLAZING: 5/16" SAF -GIAS BY S.I.G. - 1/8 HEAT STRENGTHENED GLASS - 0.069" POLYCARBONATE INTERLAYER - 1/8" HEAT STRENGTHENED GLASS TEST REPORT No.: FTL -2587 WATER RESISTANCE TEST: 10.92 PSF 1/8" HEAT STRENGTHENED GLASS .069" POLYCARBONATE BY S.I.G. 1/8" HEAT STRENGTHENED GLASS #8 x 3/4" SMS. (SEE GENERAL NOTE #3 BELOW) EXTERIOR 5/16" OVERALL LAMINATED (SAF -GLAS) BY SECURITY IMPACT GLASS HOLDINGS, LLC .450" GLASS BffE GLASS DETAOL SCALE: FULL SIZE WARE REQUIREMENTS: TO HAVE: =CE BUTT HINGES 6 1/4 LONG, LOCATED 7" FROM TOP AND BOTTOM AND THREE HINGE UNITS ARE INDICATED (SEE TABLE #4 FOR QUANTITY) _EVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA- AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, \MBS (SEE TABLES 114 FOR REQUIREMENTS EACH VENT SIZE) ATOR AT SILL, LOCATED 4 1/2" FROM EITHER LEFT OR RIGHT JAMB. PING REQUIREMENTS: _ PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND RAIL, AT EACH WEATHERSTRIPPING GROOVE. -RIOR GLAZED WITH 0.450" (VENTS) GLASS BITE, USING SIUCONE AND AN NG BEAD, WITH SILICONE BETWEEN THE BEAD AND GLASS. GLAZING BEAD A SINGLE ROW OF #8 x 3/4" FH. SS. SMS. LOCATED AS FOLLOWS: FROM ENDS AND 8" 0.C. MAX. IDS AND 10 3/4" 0.C. MAX. 1ERS SHALL BE ALUMINUM ALLOY 6063 -T6. ]UIRED FOR THESE INSTALLATIONS. INSTALLATION REQUIREMENTS• 1. TYPICAL ANCHOR TYPE FOR X CONFIGURATION SHALL BE: A. 1/4 "0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 146,887 PSI AVEERAGE YIELD STRESS= 158,767 PSI B. 5/16 "0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 150,142 PSI AVEERAGE YIELD STRESS= 155,862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: a. FOR X AND XX CONFIGURATIONS: - 1 1/2" FOR 2500/3000 PSI STRUCTURAL - 1 1/4" FOR HOLLOW CONCRETE BLOCK b. FOR XOX, XXO, AND OXX CONFIGURATIONS: - 1 3/4 FOR 3200 PSI STRUCTURAL CONCRETE - - 1 1/4" FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR 3. 4. VLALUw; Jf IO flCN I J 1 RCI \V 1 f I Ii 1.0.W MY„ w wpm' -v VMJ /, OMJCI 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 10.92 (ELCO 1/4 "0 TAPCON IN 2500 PSI CONCRETE SU: ANCHOR NOTES NO SHUTTERS REQUIRED FOR THESE INSTALLA CONCRETE TAPCON HEAD TAPCON BLOCK IS 2 1/2 RI LC (f MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, IS 1/4 ". MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID UNES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM ANCHOR SPACING REQUIRFMENTS• HEAD AND SILL OF OPERATING VENTS FOR X CONFIGURATION, LOCATE ANCHORS 6" FROM ENDS AND 16 O.C. MAXIMUM JAMBS OF OPERATING AND FIXED VENTS FOR X CONFIGURATION, LOCATE ANCHORS 6 FROM ENDS AND 15 3/8" O.C. MAXIMUM. ITEM QTY. PART No. MAIU(IAL _. 1 1 GW 37528 6063 –T6 ALUM. FRAME HEAD _ 2 2 GW 37528 6063 –T6 ALUM. FRAME JAMB 3 1 GW 37528 6063 –T6 ALUM. FRAME SILL 4 3 GW 37526 6063 –T5 ALUM. VENT TOP 5 6 GW 37526 6063 -15 ALUM. VENT STILE 6 3 GW 37526 6063 –T5 ALUM. VENT BOTTOM _ 7 3 GW 37521 6063 –T5 ALUM. VENT INTERIOR HINGE 8 ' 3 GW 37522 6063 –T5 ALUM. VENT EXTERIOR HINGE 11A 1 – – – GLASS 5/16 SAF –GLAS LAMINATED _ _ _ 12 AS REQ'D S500 SILICONE "TREMGLAZE" S500 13 AS REQ'D 2230 WOOL FINSEAL #2230 15 6 24 -11 -32 CAST ZINC "TRUTH" LOCK HANDLE 17 4 30238 S. STEEL ° TRUTH" KEEPER 18 3 23 -65 -32 CAST ZINC "TRUTH" SINGLE ARM (FACE - MOUNTS ( 19 4 /CORNER - -- S. STEEL #10 x 1 1/4" P.H. SMS. 20 AS REQ'D - -- S. STEEL #10 x 3/8" P.H. SMS. 21 2 /EACH - -- S. STEEL #10 x 3/8" P.H. "TYPE B" SCREW 22 2 /EACH - -- S. STEEL #10 x 3/8" T.H. 'TYPE C" SCREW _ 23 AS REVD --- STEEL 1/4 "0 TAPCON (SEE TABLES FOR QUA 27 1 /HINGE STEEL 3/16 "0 5.8" LONG HINGE ROD 28 AS REQ'D - -- ALUMINUM 1/2 x 1/2 x 1/16" TUBULAR GLASS 29 20 SW 27713 ALUMINUM CORNER KEY 30 12 - -- ALUMINUM 3 x 1 x 1/16" THK. CHEVRON _ 31 8 - -- ALUMINUM 3 x 11/16 x 1/16" THK_CHEVRON 32 8 - -- ALUMINUM 3 x 1_318 x .041"_ THK. CHEVRON _ 36 2 /HINGE - -- ALUMINUM CAP RIVET 37 AS REQ'0 - -- S. STEEL #8 x 3/4' FH. SS. SMS. (SEE GENE; NOTE #3 ON SHEET 6 OF 11) • • • • •. • • • • •••• • •• • • • • • •••• • • • • • • • • - • • • •••• • • •• • • • •.• • • •••• • •••• •••• • • • • •••• •••• •••• • •••• • • •••• • • • • • •• •• • • • •• • • • • • GE J_ 'CAL SECTION - :0N NOTE; ' ATTACHED TO SUBSTRATE 'CHITECT OR ENGINEER 1 1/2 MIN. EMBED. (NP) 1 1/2 — MIN. EMBED. (NP) TYP. INSTALLATION INTO CONCRETE 1X P.T. W000 BUCK (SEE NOTE BELOW) 441 ((l((( (•4, ® o O ® 0 © 0 as I k =� • /t► - O �J „„ \11\\111 mm �.! wG i P �. ,U1\1n %1r i M I ,1 �1:� EXTERIOR 1X P.T. WOOD BUCK Z .– (SEE NOTE BELOW) 1 1/4" MIN. EMBED (TYP.) TYP. INSTALLATION INTO CONCRETE BLOCK ( 7 B HINGE DETAIL WINDOW FRAME WIDTH NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS 1 1/2" MIN. EMBED (TYP.) TYP. INST INTO CONC JAMB LOCK DETAI DESIGN PRESSURE RATING: SEE TABLES #5 AND #6 ON PAGE 9 OF 11 TEST REPORT No.: ATL 0806.01 -02 GLAZING: 1/2" GLASSLAM BY NEBULA GLASS = 3/16 ANNEALED GLASS — 0.060" POLYESTER — 0.010" PET — 0.060" POLYESTER — 3/16" ANNEALED GLASS WATER RESISTANCE TEST: 12.00 PSF • •• • • • • • •••• • •• • • • • • •••• • • • • •••• • • • • • • • • • • • • •• • • • ••• • •••• •••• • • • • • • •••• •••• • • • • • •••• •• •• • • • •••• • •• • • • •••• • • • • ••• • 15 CASEMENT WINDOW VATION VIEWED FROM EXTERIOR) :ALE: 1/2" = 12" GENERAL NOTES )WARE REQUIREMENTS: r TO HAVE: =CE BUTT HINGES 6 1/4" LONG, LOCATED 7 FROM TOP AND BOTTOM AND E THREE HINGE UNITS ARE INDICATED (SEE TABLES # & # FOR QUANTITY) _EVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA- - OP AND BOTTOM AND AT MID —SPAN, WHERE THREE LOCKS ARE INDICATED, AMBS (SEE TABLES #5 & #6 FOR REQUIREMENTS EACH VENT SIZE) ?ATOR AT SILL, LOCATED 4 1/2 FROM EITHER LEFT OR RIGHT JAMB. PING REQUIREMENTS: _ PILE WITH INTEGRAL PLASTIC FIN. — LOCATE AT PERIMETER OF FRAME AND RAIL, AT EACH WEATHERSTRIPPING GROOVE. =RIOR GLAZED WITH 0.375" (VENTS) GLASS BITE, USING SILICONE AND AN VG BEAD, WITH SILICONE BETWEEN THE BEAD AND GLASS. GLAZING BEAD NOT REQUIRED FOR THIS OPTION. iERS SHALL BE ALUMINUM ALLOY 6063 —T6. )UIRED FOR THESE INSTALLATIONS. J INSTALLATION REQUIREMENTS: 1. TYPICAL ANCHOR TYPE FOR X AND XX CONFIGURATIONS SHALL A. 1/4 "o ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: . MINIMUM YIELD STRESS= 146,887 PSI AVEERAGE YIELD STRESS= 158,767 PSI B. 5/16 "0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLA ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 150,142 PSI AVEERAGE YIELD STRESS= 155.862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: o. FOR X AND XX CONFIGURATIONS: — 1 1/2" FOR 2500/3000 PSI STRUCTURAL CONCRETE — 1 1/4 FOR HOLLOW CONCRETE BLOCK b. FOR XOX, XXO, AND OXX CONFIGURATIONS: — 1 3/4 FOR 3200 PSI STRUCTURAL CONCRETE — 1 1/4" FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT TH. XX CONFIGURATION VERTICAL MEETING RAIL: FOR 1/4 ° 0 TAPCON TAPCON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID UNES LO OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM ANCHOR SPACING REQUIREMENTS' — HEAD AND SILL OF OPERATING VENTS FOR X AND XX CONFIGUR ENDS AND 20" O.C. MAXIMUM — TOP AND BOTTOM OF MEETING RAILS FOR XX CONFIGURATION, L WITHIN 6 MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERUN — JAMBS OF OPERATING AND FIXED VENTS FOR X AND XX CONFIG FROM ENDS AND 14 15/16" O.C. MAXIMUM. 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPAc REQUIRES, TO MAINTAIN 3" MINIMUM SPACING BETWEEN ADJACEI NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS .010" PET .060" POLYESTER 3/16" ANNEALED GLASS (_ 3/16" ANNEALED GLASS S -500 SILICONE EXTERIOR .060" POLYESTER .375" - GL/SS BITE 1/2" OVERALL LAMINATED ( GLASSLAM SAFETY —PLUS) BY NEBULA GLASS INTERNATIONAL, INC. GLASS DETAIL SCALE: FULL SIZE INSTALLATION GLAZING: UY 2.728" 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED HARDWARE REQUIRED ANCHORS (1/4 ° 0) REQUIRED ANCHORS (5/16 "0) HEIGHT (in) POSITIVE ( +) NEGATIVE ( -) HINGES (QTY.) LOCKS (QTY.) HEAD /SILL (QTY.) EACH JAMB (OTY.) HEAD /SILL (QTY.) EACH JAMB (QTY.) 16 62.0 -62.0 2 1 2 2 2 2 38 3/8 62.0 -62.0 2 2 2 3 2 3 50 5/8 62.0 -62.0 3 3 2 4 2 4 33 62.0 -62.0 3 3 2 5 2 5 - 2 62.0 -62.0 3 3 2 6 2 6 16 62.0 -62.0 2 1 2 2 2 2 3/8 62.0 -62.0 2 2 2 3 2 3 50 5/8 62.0 -62.0 3 3 2 4 2 4 53 62.0 -62.0 3 3 2 5 2 5 - 2 62.0 -62.0 3 3 2 6 2 6 16 62.0 -62.0 2 1 3 2 3 2 58 3/8 62.0 -62.0 2 2 3 3 3 3 50 5/8 62.0 -62.0 3 3 3 4 3 4 33 62.0 -62.0 3 3 3 5 3 5 '2 62.0 -62.0 3 3 3 6 3 .6 56 62.0 -62.0 2 1 3 2 3 2 58 3/8 62.0 -61.3 2 2 3 3 3 3 30 5/8 62.0 -61.3 3 3 3 4 3 4 33 62.0 -61.3 3 3 3 5 3 5 7 2 62.0 -61.3 3 _ 3 3 6 3 6 INSTALLATION GLAZING: UY 2.728" FASTENER CHART /HARDWARE (XX CONFIGURATION) GLASSLAIW SAFETY -PLUS ANNEALED LAPIINATED,BASED ON TEST REPORT No.: ATL 0806.01 -02 SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF BASED ON TEST REPORT FTL 2770 (ELC01/4 "0 OR 5/16 "0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) (USING 1/4 "o TAPCON) (USING 5/16 "0 TAPCON) REQUIRED HARDWARE PER OPERABLE VENT 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS . HEIGHT (in) BUTT HINGES (QTY.) LOCKS (QTY.) POSITIVE ( +) NEGATIVE ( -) MEETING HEAD /SILL (QTY.) OTHER HEAD /SILL (QTY.) EACH JAMB (QTY.) POSITIVE ( +) NEGATIVE ( -) (QTY.) OTHER HEAD /SILL (QTY.) EACH JAMB (QTY.) 26 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 38 3/8 2 2 62.0 -62.0 2 2 3 62.0 -62.0 2 2 3 50 5/8 3 3 62.0 -62.0 2 2 4 62.0 -62.0 2 2 4 33 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 72 3 3 62.0 -62.0 4 2 6 62.0 -62.0 2 2 6 26 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 38 3/8 2 2 62.0 -62.0 2 2 3 62.0 -62.0 2 2 3 30 5/8 3 3 62.0 -62.0 4 2 4 62.0 -62.0 2 2 4 53 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 72 3 3 . 62.0 -62.0 4 2 6 62.0 -62.0 2 2 . 6 26 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 38 3/8 2 2 62.0 -62.0 2 2 3 62.0 -62.0 2 2 3 50 5/8 3 3 62.0 -62.0 4 2 4 62.0 -62.0 2 2 4 33 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 72 3 3 62.0 -62.0 • 4 • 2 6 62.0 -62.0 2 2 6 26 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 38 3/8 2 2 62.0 -62.0 4 2 3 62.0 -62.0 2 2 3 30 5/8 3 3 62.0 -62.0 4 2 4 62.0 -62.0 2 2 4 53 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 72 3 3 62.0 -62.0 4 2 6 62.0 -61.1 2 2 6 26 2 1 62.0 -62.0 2 4 2 62.0 -62.0 2 4 2 38 3/8 2 2 62.0 -55.4 4 4 3 62.0 -55.4 2 4 3 50 5/8 3 3 62.0 -55.4 4 4 4 62.0 -55.4 2 4 4 63 3 3 62.0 -55.4 4 4 5 • 62.0 -55.4 2 4 5 72 3 3 62.0 -54.2 4 4 6 62.0 -50.9 _ 2 _ 4 6 • • • •• • • • • •••• • •• • • • • •••• • • • • •••• • • • • • • • .• • • • •• • • • ••• • • • •••• •• •• • • •••• •••• • • • • • • •••• •••• • • • • •••• • • • •••• • •• • • • • •••• • • JMrCI J YLW FHVnCNLCN 1..M1"111•M 1LY,I7flbM V1• ILVI I•L, ..ors I ,•V.. on VVVVloo - Vr SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF BASED ON TEST REPORT FTL 2770 (ELCO 1/415 OR 5/16 ° 0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) I NO SHUTTERS REQUIRED FOR TH NOTE: -SEE ANCHOR NOTES ON SHEET • •• • • • • • •• • •• • • •• • • •• • • • •••• • • •••• • •• • • • ••• • •••• • • •••• • •••• • •••• •••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • j ! 1 . 1/2 8" -. :R SIDE) 7R SIDE) It 1" :HOR CLIP "TYPE Al" FOR PRECAST SILL INSTALLATIONS) :RIOR SIDE) 3/4' 3/8" --.{ 7/8 2 9/16" it TERIOR SIDE) 3" 7/8 3 1/2" - HOR CLIP " "ME A3" FOR FLAT SURFA:.': It.TALLATIONS) 3/8" 5/8" f 1 4 A 1 L r rl. FOUR TOTAL) 2 9/16" 1 13/16" INSTALLATION DETAIL Qb (INTO CONC.) (BOTTOM LOCATION SHOWN. AT TOP SIMILAR) 3/8" 1 1./8" 1 -•- - - 3 5 /16" 5 ° t 5/16" 1 - #14 X 1 2" FH. SS. SMS. MULL (( FOUR TOTAL) A TYPICAL) OP AND 1/4 "0 TAPCON, 1 3/4" MIN. EMBED. INTO CONCRETE AND 2 1/2 MIN. EDGE DISTANCE (FOUR TOTAL) tJ /16 "0 TAPCON, 1 3/4' MIN. EMBED. I DISTANCE. (TWO AND 2 1/2" MIN. EDGE INSTALLATION DETAIL ® (INTO CONC.) (BOTTOM LOCATION SHOWN, AT TOP SIMILAR) 4 . . INSTALLATION DETAIL © (Ix THRU WOODBUCK) (BOTTOM LOCATION SHOWN. AT TOP SIMILAR) WOOD BUCK INSTALLATION NOTE' WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYPICAL) MULL -- 14 x 1/2" FH. SS. SMS. FOUR TOTAL) 2 x 3 5/16" x 1/8 x 5 1/2" ALUMINUM CLIP (AT TOP AND BOTTOM, TYPICAL) 4. V /16 "0 TAPCON, 1 3/4" MIN. EMBED. INTO CONCRETE AND 2 1/2" MIN. EDG DISTANCE. (TWO TOTAL) INSTALLATION DETAIL (THRU WOODBUCK) (BOTTOM LOCATION SHOWN. AT TOP SIMILAR) WOOD BUCK INSTALLATION NOTE: WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYPICAL) 2x 4x 1/8 x 1 ALUMINUM ANGLE (A AND BOTTOM, TYPICA C d d. Q 1/4 "O TAPCON, 1 3/4 MIN. EMBt INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE (FOUR TOTAL) 14 x 1/2" FH. SS. SMS. (FOUR TOTAL) 2x35/16 "x 1/8 x 5 1 2 " ALUMINUM CLIP (AT TOP AND < BOTTOM, TYPICAL) 1X P.T. W000 BUCK (SEE NOTE BELOW) Approved as comp*yI Florida Buidlag Cod Date MOAN edg/T42 .• • •• • • •• • • • • •••. • • • • • • •••• • • • • •••• • • • • • •• • • • •• • • • ••• • • • • •• •• • • •••• • •• • • • • • • • • • • • • • • • • • • • • •••• • •• • • • • •••• • • • • 1 / O® S } .500" 3 000 ID SIDE STILES — .062 — .500 "2" x .062 THK. ■G STOP GW 37524 (TM -102) ITEM MEETING RAIL GW 37521 CASEMENT INTERIOR HINGE SW 27713 CORNER KEY F .210' T 0 O .688 .220 173" I .125" .375° TM -82 ITEM 10 3" STRUCTURAL MULLION GW 37522 CASEMENT EXTERIOR HINGE ITEM (DI 3 x 11/16 CHEVRON n T ITEM 1.000 1.375 _.. 041" x 1 3/8" CHEVRON ITEM 30 3 x 1' CHEVRON 1.000" .062" Approved as compbit M %Wo Cade Date NOM of Mie�i Dade P, U ZEBERZSKY & PAYNE, LLP 4000 Hollywood Blvd., #400 -North Hollywood, FL 33021 Property Appraisers Parcel Identification (Folio) Numbers: 11 32060131220 Grantees SS 4 SPACE ABOVE THIS LINE FOR RECORDING DATA THIS WARRANTY DEED, made the 16th day of October, A.D. 2004 by German Vallejo and Vivian Torres, husband and wife, herein called the grantors, to Darren E. Patz and Vanessa A. Ladet - Patz, husband and wife whose post office address is 46 N.E..100 Street, Miami Shores, FL 33138, hereinafter called the Grantees: (Wherever used heroin the terms "grantor' and - *rants*" inoivae alt tho portion to this Instrument and the hobs. legal representatives and assigns of Individuals, and the successors and assigns of Corporations) W I T N E S S E T H: That the grantors, for and in consideration of the sum of TEN AND 00 /100'S ($10.00) Dollars and other valuable considerations, receipt whereof Is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee an that certain land situate in MIAMI DADE County, State of Florida, .viz: Lot 7 and the East One - Half of Lot 8, in Block 9, of AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded In Plat Book 10, at Page 70, of the Public Records of Miami -Dade County, Florida. SUBJECT TO restrictions, reservations, easements and limitations of record, if any, provided that this shall not serve to reimpose same, zoning ordinances, and taxes for the current year and subsequent years. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the grantors hereby covenant with said grantees grantors have good right and lawful authority to sell and defend the same against the lawful claims of all persons accruing subsequent to December 31, 2003. IN WITNESS WHEREOF, the said grantors have signed and se Signed, se _nd delivered • the presence of: Witn Wi lass 01 Printed N e 1'e ,L ici )( r"7 t C.(i`rL Witnes #2 Signature (4_1 i) n 7� Witness ig Printed Name STATE OF FLORIDA COUNTY OF MIAMI DADE The foregoing instrument was acknowledged before me this 15th day of October, 2004 by German Vallejo and Vivian Torres, husband and wife who are personally known to me or have produced ,,4-1, as identification. My Commission E>C file tP 04,124M • I TO: CAROLE M. MORTON MY COMMISSION # DD 170656 . EXPIRES: January 16, 2007 Bonded Thru Notary Public Underwriters 1111111 11111 11111 11111 1111111111 1 1111 11111111 that the grantors are lawfully seized of said land in fee simple; that the convey said land, and hereby fully warrant the title to said land and will whomsoever; and that said land is free of all encumbrances, except taxes d these presents th ay 277 S ulna Drive ellington I FL 33414 • 44 ' •1 • Printed Notary Signature C.: IF i1 2f g0 CH 2 22 6 : OR E ?k 22749 P9. 259'4; (1PF4 RECORDED 10/20/2004 13;!11:31 DEED DOC TAX 2.r670,o0 HARVEY RUVIHr CLERK. OF COURT I'ilAl'1I• -DADS C:OIM4TYr FLORIDA LAST PAGE nd year first above written. Vivi n Torres 277 Squire Drive, Wellington, FL 33414 s Notaiy, Signature Issue Date: 4/12/2006 Expires: 04/05/2007 Owner's Name: DARREN AND VANESSA PATZ Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 46 100 Street NE Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: REPLACEMEN OF EXISTING WINDOWS WITH IMPACT WINDOWS Additional Information Type of Work: IMPACT WINDOWS No of Openings: 23 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $330.00 $6.00 $8.25 $345.85 Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -4 -06 -872 Phone: (305)759 -2519 1132060131220 Lot: PB: Total Square Feet: 230 Total Valuation: $ 2,000.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number WS - 4 - 06 - 24448 Total: APR 12 PAID c -2-05"1 Amt Due $345.85 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. ( 5) 2 ' xts 431 & 442. Requests must be received by 3 pm for following day inspections. Obtain Certificate of E ) Ocupancy /Completion Before Using the Building Date 04/12/2006 Permit Receipt . Permit Number: WS -4 -06 -872 Invoice Number: WS -4 -06 -24448 Applicant: DARREN AND VANESSA PATZ Company Name: Payment Type CheckNum Check 2057 Amount $345.85 Total Payment: $345.85 Wednesday, April 12, 2006 Page 1 of 1 2 J 0 )934 Passed Inspector Comments V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -14022 Inspection Date: 10/30/2006 Inspector: Grande, Claudio Owner: PATZ, DARREN AND VANESSA Job Address: 46 100 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Thursday, October 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -4 -06 -872 Permit Type: Windows /Shutters Inspection Type: WINDOWS Work Classification: Window /Door Replacement Block: Phone Number (305)759 -2519 Parcel Number 1132060131220 Lot: Page 2 of 2 3 G � L 11 12 I3 1 1 P5 /t i If( 20 a .1 �;tI.1��tiv iN)d —t_. i J� A t P r De61 ‘"/ WOO Lam. �) i V►11 \Aft Vsi t,J D t) 1,.! W t Dcw W i W IA/ Dow/ ktj V4 14 ZO tni /t 1 Ds. l 4 tar ►) ; ■.• 4" nj D c ..4 W t J. 13v vd V%) ND6 , 7,'D A. WipJDVW W i ,vS3Qw IN1N ( t o: o' 3 _01 ;� -kd r .Ql ( p(- c' }c)s.vi 01 - o' )-o 5. a pf' 04 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 4. A) si Permit No. Oer,— g 7 L Rough Opening Opening Description of Window ID or Door or Mullion 1 tN9Cv- Product Acceptance Number 0 1 - Uv9 . u 1 Product Approval Design Pressure ` "( +) PSF ( -) PSF b 1-6 .k t> .rG !w • di g Bal■ i~ Opening Design Pressure ( +) PSF ( -) PSF � C-i7 r Size 3(err - 5i' • 3G: x1 3t;._ �.j.�.. 31 77 " ,4' .37 3 "X'f? 7 V y Shutter Required Yes / No IV. N th! u�2 -•- • • • . • • 1\J Mullion Required Impact Yes /No Yes / No .i • •••• • • .. • y y Y Y • • • • • • • • • • • • • • r4 \it ill t" ) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 0 • • •• • • • • • • • • • • • • . • 0 • • • 0 0 0 • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • 0 • 0 0 • • • • • • • • • • • • • • • • • • • • • • • c 1, (1 pr.,->ler mt,21.19=11.1.A.80:44 • 4. nLH 1.4 t : z f)' d4r '11 ‘)! p ; ,•••• fif• .13 • a ta dais a t 1 9 6, NE. lo o 1 . 5 .C'eft_st:r 1 p MtA 514 oecis" 33/ MIAMIDADE BUILDING CODE COMPLIANCE OFFICt.(BZ2CO) .'. • .'. • ." PRODUCT CONTROL DIVISION • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. • 601 NW 12 Ave. •• • • • • • ••• •• Pompano Beach, FL 33069 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: Series "230 "Outswing Door with Sidelites LMI APPROVAL DOCUMENT: Drawing No. W02 -77, titled "Series -230 Alum Out -Swing Door W /Sidelites ", sheets 1 through 6 of 6, prepared, signed and sealed by Humayoun Farooq, P.E., dated 08/28/02, 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 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. The submitted documentation was reviewed by Theodore Berman, P.E. • • ••• • • • ••• • • • • • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... .• • • 0 •• ••• •• • 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 NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 Page 1 FRAME WICTH 13 MAX. , A O O H I I HEAD /SILL I — \ VI n / n r ii, ( r / _ — SURFACE APPUED FALSE ti1NS MAY BE USED O d IDELITE W R FRAME WIDTH ( OXXO ) SIDELTTE WIDTH 5' MAX. HEAD /SILL CORNERS g TYPICAI ELEVATION TESTED UNITS 0 0 SERIES -230 ALUM OUT -SWING DOOR W/ SIDELITES D00RS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE AND SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. SEE SHEET 2 FOR DESIGN LOAD RATINGS. THIS PRODUCT 15 DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR 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 SURFACE APPUED FALSE MUNTINS MAY BE USED m PANEL WIDTH FRAMZ WIDTH 8' 1 13' MAX. HEAD Er,7r. DP. HUMAYOUN FAR000 STRUCTURES FLA. PE f 16357 2002 S MAX. 1 HEAD /SILL CORNERS •• •• ••• • ••.• m PANEL TN • •••• • • • •••• • • • •• • •••• • • •• Appear a mplyla da Ntr J /r O. NOM b /F1 o ny BALr A.Ar Owed By 01 • ce tD xi o _ -• In a`4Crl drawing no. W02-77 (sheet 1 of 6 • 1 • D •• • •• • SIDELITE - DESIGN LOAD CAPACITY - PSF PANEL DIMENSIONS GLASS TYPE 'A' WIDTH HEIGHT EXT. (..) INT. ( -) 3' -0' 7' -0' 65.0 65.0 3' -1 5/6' 7-0' 65.0 65.0 3' -0" 8' -0' 65.0 65.0 3' -1 5/8' 8'-0' 60.6 60.6 1 n CUSS TYPE 'B' GLASS TYPE 'C GLASS TYPE 'D' CLASS TYPE '8' DOORS WITHOUT SIDEUTE - DESIGN LOAD CAPACITY - PSF n CUSS TYPE 'B' GLASS TYPE 'C GLASS TYPE 'D' CLASS TYPE '8' DOORS WITHOUT SIDEUTE - DESIGN LOAD CAPACITY - PSF NOMINAL DOOR DIMENSIONS CUSS TYPE 'B' GLASS TYPE 'C GLASS TYPE 'D' CLASS TYPE '8' GLASS TYPE 'C' CLASS TYPE 'Cr X XX EXT. ( +) I INT. ( -) EXT. ( +) INT. ( -) EM. ( +) INT. ( -) EXT. ( +) INT. (-) EXT. ( +) INf. ( -) EJfT. ( +) INT. ( -) 3' -1 7/16" X 6' -8" 6' -0' X 6' -8" 53.3 90.0 5.3.3 60.0 53.3 65.0 80.0 90.0 60.0 60.0 65.0 65.0 3' -1 7/16' X 7' -0" 6' -0' X 7-0' 53.3 90.0 X X 53.3 65.0 80.0 90.0 X X 65.0 65.0 3' -1 7/16' X 8' -0' 6' -0" X 8' -0' 53.3 90.0 0 X 53.3 65.0 80.0 90.0 X' % 65.0 65.0 DOORS WITH STANDARD SILL FOR DOORS WITH 15 ADO -ON SILL RISER OR FOR OPNCS. WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPUCABLE. 37 7/16' MAX. ' (x) 71 5/8" MAX. 75 3/4' MAX. ii (XO) (OX) 109 15/16' MAX. (xXO) (oxx) 114 1/16' MAX. (OXO) AEPB)VED CONFIGURATION$ 148" MAX. (oxxo) 114 1/16" MAX. (XOX) DOORS WITH SIDELITES MOULDING OPTIONAL SEE CHART ABOVE FOR SIDELITE CAPACITY USE LOWER VALUE OF SIDEUTE OR DOOR 3/16' ANNEALED GLASS .090 SAFLEX IFG KEEPSAFE MAXIMUM PVB INTERLAYER W 0.460' OVERALL LAM. GLASS GLASS TYPE 'A' GLAZING DETAIL AT SIDELITE 3/16" ANNEALED GLASS .060 SAFLEX I11G PVB INTERLAYER 3/16' ANNEALED GLASS SILJCONE TRELIGLAZE 500 TREMCO 0.440 OVERALL LAM. GLASS GLASS TYPE 'C' Env.. OR. HUMAYOUN FAR000 S RUCTURES FL 15557 OCT 1 5 2002 3/15" ANNEALED GLASS .081 SAF -GUTS POLYCARBONATE LAMINATE 3/16' ANNEALED GLASS 3/16" ANNEALED CLASS SILICONE TREMGLAZE 500. SIUCONE TREMCLAZE 500 TREMCO TREMCO 0.455' OVERALL LAM. GLASS GLASS TYPE 'B' •••• • • • •••• 3/16' TEMP. GI•SS• •• • ••• .090 SAFLEX 010 • P VB IATII4.*LR • •••• • 371%' GLASS • • S! � btE TREMGL z W p l •••• iii • •• • i • • • M •• • 0.460' OVERALL LAM. GLASS GLASS TYPE 'D' N Animal se esseplyiewslittbe F7arML Dale NOAAS Mimi Doi, •7/iCU]H*a ; •••■ • •••' •••1 • • •• ti • • 0 cc 10 O O *ft ZZ 0 q • ■16 1- 100 00. k' e 0 IV • n 0 O • ••• • drawing no. W02 -77 sheet 2 of 6 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 7 SEE ELEV. FOR SPACING 0 TYPICAL ANCHORS z. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK • 3/8' X 3/8' WEEPS 1/2' FROM SILL ENDS 0 k 1/2' MIN. FLUSH BOLT PENETRATION 1BY rw000 BUCK 88 SMS AT 12' O.C. REOD. FOR DESIGN LOADS ABOVE +53.3 PSF TYPICAL ANCHORS REOD. FOR DESIGN LOADS ABOVE 65.0 PSF 3/8' X 3/8' WEEPS 1/2 FROM SILL ENDS WOOD BUCKS NOT BY TM WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE N REOD. FOR DESIGN LOADS n ABOVE 65.0 PSF ALT ' '� z . OPTIONAL HI -RISE SILL L.ET _ 1UCTUFCS (S" _ E_ 5R ALUM. 1!B• M:N. THICK) STEEL Fy - 36 KSI A::N. ALUMINUM 6063 -75 MIN. #14 SMS OR 1/4' DIA. SELF DRILLING SCREWS REOD. FOR DESIGN LOADS ABOVE +53.3 PSF TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING Env, DR. HUMAYOUN FAR000 STRUCTURES FLA. PE if 16557 1 5 2 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4' DIA TAPCONS INTO WOOD BUCKS OR WOOD STRUCTURES 1 -3/4' MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1 -1/4' MIN. EMBED INTO MASONRY OR CONC. 3/16' SFI F 08111 ING SCREWS (DRII I Fl FX OR FOUIV ) INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8' MIN. THICK.) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MUWON AND JAMBS SEALED WITH SIUCONE HINGES: 7 -5/8' LONG ALUM BUTT HINGES, AT 11' FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48' FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON • • • EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, :39 -1‘t JROM BOTTOM • MANUALLY OPERATED CONCEALED FLAP! BOON •6 • AT TOP & BOTTOM OF EACH LEAF (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AN SINACTNE LEAFS TO BE ENGAGED DURING PERIODS OF HUR110614006/062RING) d i` .r i. i a.L • • (�: • .. •• �4 - ••••• 1 • � • � I • • • 1 Drawing n•• r • • • • • • • • • • • • • • • 46 m 0 m O Ti N O n o • ° 0 O J jL. a= o 2U v 3N�++ o ^ m Z3 Y m a l • • • 1 002 -77 • •• • • 1 • • • • • . •i••• ` • • • • •t .••• • • {sheet 3 of 6 • • •xarncai 1 'I drawing flO. • • • • tAL ANCHORS SEE ELEV. FOR SPACING 2BY WOOD BUCK 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACNG MIN. 1/4' MAX. SHM O J FRAME WIDTH e r. - 0D FOR 30 DESIGN LOADS / - ABOVE 65.0 PSF REOD. OR DESIGN F LOADS / /1111 65.0 PSF OR LESS EXTERIOR LEAF WIDTH FRAME WIDTH REGD. FOR `' DESIGN LOADS 65.0 PSF OR LESS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX, SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING #14 X 1 -1/4' SMS AT 15' O.C. MAX TYPICAL ANCHORS 2 PER CUP • • • • • •• • • • • • • • • • • • • • • • • •. • • • • • • • • • ITEM / PART If Q4:•YTITY . OESCHIOTIUN I1: Y::' 7AL MA:. SUP P.•LP; 6: r:..1/:< 1 '1A -038 1 . FRAME HEAD 30C 1 -T5 - 2 GW 28615 1 FRAME SILL. 2 6063 - T5 - 2A GW 37319 1 ALT. FRAME SILL 6063 -75 - 3 GW 36572 2 FRAME JAMB . 6063 -T5 - 4 GW 36048 1 PANEL LOCK STILE 6063 -15 - 5 GW 36935 1 PANEL HINGE SOLE 6083 -15 - 6 TM -081 2 PANEL TOP /BOTTOM RAIL 6063 -T5 - 7 OW 31826 4 WEATHERSTRIP ADAPTER 6063 -T5 END OF DOOR STILES (TOP /BOTTOM) 8 GW 37889A 2 /HINGE ASST. TM OUTER BUTT HINGE 6063 -T6 DOOR PANEL/FRAME HINGE SIDE 9 01 33888 1/HINGE ASSY. TM CENTER BUTT HINGE 6063 -T6 DOOR PANEL/FRAME HINGE SIDE 10 GW 32222 2 DOOR LOCK INSERT 6063 -15 LOCK STILE 11 - 2/ LEAF 3/4 x 1 1/4 x 3/4 x 1/8' THK. CAP ALUMINUM 3' LONG 12 - 2 /LEAF TM FLUSH BOLT ASSEMBLY ALUMINUM DOOR LOCK STILES 13 GW37056 AS REOD. HEAD REINFORCING BAR, 12' LONG 6063 -T5 AT MID SPAN 14 GW37056 AS REOD. SILL REINFORCING BAR. 12 LONG 6063 -15 AT MID SPAN 15 - - - - - 16 4037 AS RECT 'ULTRAFAB' CENTERFIN WOOLPILE WOOL LOCK 501105, JAMBS, HEAD. SILL 17 GW 27646 2 /LEAF FLUSHBOLT GUIDE 6063 -T5 LOCK STILES ENDS (TOP /BOTTOM) 18 - 1 /HINGE 7/32'0 HINGE PIN STEEL AT EACH HINGE ASSEMBLY 19 - - - - _ 20 - AS REDO. 110 x 1/2' F.H. UNDERCUT SMS. STEEL AT FLUSH BOLTS 21 - 2 /LEAF 1/2'0 THREADED ROD. WASHER & NUT STEEL TOP /BOTTOM END RAILS 22 SERIES 400 1 KWIKSET KNOBLOCN - ACTIVE LEAF 23 SERIES 600 1 KWIKSET DEADBOLT - ACTNE LEAF 24 - 2/HINGE ASSY. HINGE BUSHING PLASTIC HINGE ASSEMBLY 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL SCREW HOLES 26 - AS REOD. 110 x 1' P.H. SMS. (ASST. SCREW) STEEL DOOR FRAME MEMBERS /MULL CUPS 27 - 2 /HINGE ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY 28 - - - - - 29 1 SILL ADAPTER (1'.X 1' X 1/16' TUBE) ALUM - 30 TM -052A - HINGE REINFORCEMENT 6105 -16 92-1/2' LONG 31 TM -0514 1 ASTRAGAL REINFORCEMENT 6053_75 DOOR LOCK 501105 33 - - - - - 34 TM -054 2 MUWON 6063 -T5 BETWEEN DOOR /SIDE LITE JAMBS 35 GW 31956 4 GLASS STOP 6063 -T5 SIDE UTE GLAZING PERIMETER 36 - 2 /MULL 2'x 4'x 2 7/8'x 1/8' CUP ALUM. TOP & BOTTOM OF MULL 37 GW 36737 OPTIONAL 0.C. DECORATIVE MOULDING 6063 -15 DOOR PANEL PERIMETER 3.000 FRAME HEAD TM - 038 DOOR JAMB /SIDELTTE FRAME GW 36572 FRAME SILL ^{ 1.157 r _ .640 .625 1.595 25 462 3.000 --1 CV -28615 1.574 -1 .375 WEATHER - STRIP ADAPTER GW - 31826 DECORATIVE MOULDING Gw -36737 415 1.213 r .600 Et .045 - GLASS STOP CW -31956 -R F --.429 3.000 1.750 L r 3.375 .1 87 J -.125 3.500 MULLION TM -054 .750 -J .625 3.000 .062 I ---1.750 -1 DOOR TOP & BOTTOM RAIL TM 081 DOOR HINGE STILE GW -36935 4.000 --I DOOR LEAF STILE GW 36048 I 3.790 ' - � 0 --j 1.055 ' k C 250 1554 ( I I 1.054 I-----r 1 I I L8401 .125 ASTRAGAL REINFORCEMENT TM - 075 FLUSH BOLT GUIDE W -27646 .125 L GW 37888 CENTER HINGE 2.125 0.248 0.572 GW 37889 -A OUTER HINGE HINGE PIN 3.681 112 -28 X 3/4' rHINGE CAP F.H. sus 110 X 1/2 F.H. SMS HINGE ASSEMBLY 0.310 0.572 .125 A 7.689 -{ 772 ECM 1.600 I - J I__ .000 =- 2.895 --1 HINGE REINFORCEMENT TM -0524 -y F .427 .750 F- �J_ .600 I -- j J .463 �F IC -i -.509 2.042 - HFAD .463 -( _ -{ r 509 b00 2.042 REINFORCING BAR GW -37056 -1 1157 r _ -1640 .062 .625 T I 3.000 --1 ALT. FRAME SILL CW -37319 2500 Env.. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 1 5 2002 Amami raa/rile•r Owe • 0 • NON •fENilla•3d • Miami Bei Irina • BY •• • ••• • • •••• • • .• .• • • • • • • • • • • • • •• • • • z 1 3 l O o a zd N i < U O 0 n lo R'i 'a L.. 0 V) 5 0 z n 0 0 zm 5 < LL CD n I z n 'CD EN := at d awyg n0. ' W2 -77 • ?0 • • I sheet 6 of 6 • • •••• • • • •••• • • •••• • • •••• .: • • • FRAME TOP CORNFR SIDEI ITF CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER Env.. DR. 14UMAYOUN FAROOO STRUCTURES PIA PE / 16557 ••• • • ••• • • •• •• • • • • • • • • • • • • • • • • • •• • • ••41 •• r d rawing Ilb. •102 —'7 • •• .(lheet gof ) t •• • • ••• • ••• • •• • •• ••• • •• • • 4 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12 Ave Pompano Beach, Florida, 33609 S-0(40 `61'2 • •.... • • • ... .. .. • • • .. .. • M44NI1 •AIDE CMY7FhOR!DA METRO -DAIDE FLAMER BUILMNG 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 3313D -1563. (3051375 ,29D1: $A4430S) 375214 • • ••• • • • • • • • • • • • • • • • • • • • • .. • • • • • • .. ... .. • • • • • . .. • • • • • ... 0* 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: Series "515 " Aluminum Outswing Casement Window —LM Impact APPROVAL DOCUMENT: Drawing No. C515 -LMI, titled "Series 515 Aluminum Outswing Casement window ", 1 through 11 of 11, prepared by manufacturer, dated 11 -15 -01 and last revised on 02- 25 -03, signed and sealed by Ballard L. Argus, 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 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 01- 1129.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 Page 1 DESIGN PRESSURE RATING: SEE TABLES #1, #2, AND #3 TEST REPORT No.: FTL -2770 GLAZING: 7/16" SAF —GLAS BY S.I.G. — 3/16 ANNEALED GLASS — 0.070" POLYCARBONATE INTERLAYER — 3/16 ANNEALED GLASS WATER RESISTANCE TEST: 12.00 PSF 6 I 30" MAX. 3 L �CAM f LOCKS X /. 0 0 45 1/2" MAX. CUSTODIAL LOCKS ® • , I I kJ -_1) SEE MULL SHEET 10 OF — FRIES 515 CASEMENT WINDOW NATION VIEWED FROM EXTERIOR, SCALE: 1/2" _ GENERAL NOTES Stitt! 1U OF 11 6 20 MAX. 12 ° ) N CASEMENT WINDOW (LARGE MISSILE IMPACT), AS DESIGNED AND MANUFAC— \ND DOOR, LLC. WINGS ARE BASED ON TEST REPORTS No.: FTL -2770, FTL -2587 AND STED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ON SHEETS 1, 6, VELY) HOR INFORMATION FOR STRUCTURAL CONCRETE AND HOLLOW CONCRETE .NLY. /ARE REQUIREMENTS: TO HAVE: ]E BUTT HINGES 6 1/4" LONG, — LOCATED 7" FROM TOP AND BOTTOM AND THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) EVER TYPE CAM LOCKS, WITH SURFACE MOUNTED KEEPERS, LOCATED \ND BOTTOM AND AT MID —SPAN, WHERE THREE LOCKS ARE INDICATED, AT (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) TOR AT SILL, LOCATED 4 1 /2 " LEFT OR RIGHT JAMB. HAVE: :E BUTT HINGES 6 1/4 LONG,_ LOCATED 7" FROM TOP AND BOTTOM AND THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) Y OPERATED CUSTODIAL LOCKS: WITH SURFACE MOUNTED KEEPERS, LOCA— ND BOTTOM AND AT MID —SPAN, WHERE THREE LOCKS ARE INDICATED, AT (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) Y OPERATED CUSTODIAL LOCK, LOCATED AT MID —SPAN OF HEAD AND SILL :KS ARE INDICATED (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) ING REQUIREMENTS: PILE WITH INTEGRAL PLASTIC ;FIN. — LOCATE AT PERIMETER OF FRAME AND AT EACH WEATHERSTRIPPING GROOVE. ?IOR GLAZED WITH 0.450 (VENTS) AND 0.450 (FIXED LITES) GLASS BITE, I ALUMINUM TUBE GLAZING BEAD- WITH SIUCONE BETWEEN THE BEAD AND - ASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTION. :RS SHALL BE ALUMINUM ALLOY 6063 —T6. 1 \ NOTE; THE FIXED PANEL (0) IS EQUIPPED WITH BUTT HINGES AND CUSTODIAL LOCKS FOR CLEANING PURPOSES ONLY SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHUTTERS REQUIREMENTS: NO SHIMERS ARE REQUIRED FOR THESE INSTALLATIONS. ' 1 ilrc. r r A, AA Mill) nsU AVA LAJNI'nvI IVIVJ J r1HL L Dc. A. 1/4 "0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 146,887 - PSI — AVEERAGE YIELD STRESS= 158,767 PSI B. 5/16 "0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 150,142 PSI - AVEERAGE YIELD STRESS= 155,862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: a. FOR X AND XX CONFIGURATIONS: — 1 1/2" FOR 2500/3000 PSI STRUCTURAL CONCRETE — 1 1/4" FOR HOLLOW CONCRETE BLOCK b. FOR XOX, XXO, AND OXX CONFIGURATIONS: — 1 3/4" FOR 3200 PSI STRUCTURAL CONCRETE — 1 1/4" FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK IS 2 1/2" 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND BOTTOM OF THE XX CONFIGURATION VERTICAL MEETING RAIL IS 3" FOR 1/4 "0 TAPCON, AND 3 3/4 FOR 5/16 "0 TAPCON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE. IS 1/4 ". 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOUD LINES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM ANCHOR SPACING REQUIREMENTS: — HEAD AND SILL OF OPERATING VENTS FOR X.: XX AND XOX CONFIGURATIONS, LOCATE ANCHORS AT 6" FROM ENDS AND 12 1/2° O.C. MAXIMUM - TOP AND BOTTOM OF MEETING RAILS FOR XX-.CONFIGURATION, LOCATE ANCHORS IN CLUSTER WITHIN 6" MAXIMUM OF EACH SIDE 'KW MEETING RAIL CENTERUNE. — HEAD AND SILL OF FIXED VENTS FOR XOX CONFIGURATIONS, LOCATE ANCHORS 6" FROM ENDS AND 20 5/8" O.C. MAXIMUM 6 — JAMBS OF OPERATING AND FIXED VENTS FOR X, XX AND XOX CONFIGURATIONS, LOCATE ANCHORS 6" FROM ENDS AND 15 1f16" 0.C. MAXIMUM. 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRED. TO MAINTAIN 3" MINIMUM; SPACING BETWEEN ADJACENT ANCHORS. DRAWING INDEX 1. — GENERAL NOTES, ELEVATION (TEST FTL -2770) AND ANCHOR NOTES 2. — VERTICAL CROSS SECTIONS AND BILL OF MATERIALS (7/16 GLASS) 3. — HORIZONTAL CROSS SECTIONS (7/16" GLASS) 4. — LOAD /ANCHOR /HARDWARE TABLES (X & XX CONFIG. —7/16" GLASS) 5. — LOAD /ANCHOR /CUPS /HARDWARE TABLES (XOX CONFIG. —7/16" GLASS) 6. — ELEVATION (TEST FTL- 2587), LOAD /ANCHOR /HARDWARE TABLES /ANCHOR NOTES (X CONFIG. —5/16" GLASS) 7. —CROSS SECTIONS AND BILL OF MATERIALS ;(X CONFIG. —5/16" GLASS) • • 8. — ELEVATION (TEST ATL- 0806.01 -02 ANCHOR NOTES (X &• XX CONFIG. —1 J7 •GLASS) 9. — LOAD /ANCHOR /HARDWARE TABLES (X & XX CONFIG. —1 /2: G LASio) •••• 10. —MULL ANCHOR CUPS DETAILS • 11. —PARTS LIST •••• • 't. Approved .e ooapbkS.sitb the Pfoetd•t Cede D MAI 7.co3, NOAI o1 -1I O , :Klein! Dodo loq Co•t'ie s e,1, n1.C. otd6. 0 0 Z c 0 0 0 Z w 0 0 • • • • . e • • • • • • • • 1 •• • • • • z 0 w U 0 mo o. 0 � C6 i •. • W . e e s'e sEe • • C• DRAWING No.: C515 -LMIJ SHEET 1 11 IIEM QTY. marl ro. r.. WINUUY rrv.m, 1 2 GW 37528 6063 -T6 ALUM. FRAME HEAD 2 4 GW 37528 6063 -T6 ALUM. FRAME JAMB WINDOW FRAME 3 2 GW 37528 6063 -T6 ALUM. FRAME SILL WINDOW FRAME 4 . 3 GW 37526 6063 -T5 ALUM. VENT TOP WINDOW SASH 5 6 GW 37526 6063 -T5 ALUM. VENT STILE WINDOW SASH 6 3 GW 37526 6063 -T5 ALUM. VENT BOTTOM WINDOW SASH 9 GW 37521 6063 -T5 ALUM. VENT INTERIOR HINGE FRAME JAMB 9 GW 37522 6063 -T5 ALUM. VENT EXTERIOR HINGE FRAME JAMB 9 1 TM -102 6063 -T6 ALUM. MEETING RAIL WINDOW FRAME 10 1 TM -82 6063 -T6 ALUM. MULL ADJACENT JAMBS 11 3 --- GLASS 7/16" SAF -GLAS LAMINATED (FTL -2770) SASH VENT 11B 2 --- GLASS 1 2" GLASSLAM LAMINATED ATL- 0806.01 -02 SASH VENT 12 AS RE '0 S500 SILICONE "TREMGLAZE" S500 GLASS PERIMETER 13 AS REQ'D 2230 WOOL FINSEAL #2230 WINDOW FRAME 14 5 28 -23 -01 -101 CAST ZINC "TRUTH" KEY OPERATED CUSTODIAL LOCK FIXED VENT 15 6 24 -11 -32 CAST ZINC ° TRUTH" LOCK HANDLE MEETING RAIL /JAMB 17 4 30238 S. STEEL , "TRUTH" KEEPER MEETING RAIL /JAMB 18 3 23 -65 -32 CAST ZINC "TRUTH" SINGLE ARM (FACE - MOUNT) OPERATOR FRAME SILL 19 CORN E" - -- S. STEEL i 10 x 1 1 4" P.H. SMS. FRAME SASH CORNER 20 AS REQ'D - -- S. STEEL #10 x 3/8" P.H. SMS. HINGESJCAM LATCH 21 2 /EACH - -- S. STEEL #10 x 3/8" P.H. 'TYPE B" SCREW KEEPER 22 2 /EACH - -- S. STEEL #10 x 3/8" T.H. '"TYPE C" SCREW ROTO OPERATOR 23 AS REQ'D --- STEEL 1/4 "0 OR 5/16 ° 0 TAPCON (SEE TABLES FOR QTY.) WINDOW FRAME 24 AS REQ'D - -- S. STEEL #14 x 1 1/2" P.H. SMS. FRAME MULLION 25 2 EACH - -- S. STEEL , 10 -24 "TYPE C" SCREW CUSTODIAL LOCK 26 8 /MULL - -- S. STEEL #14 x 1 2 F.H. SMS. MULL TOP & BOTTOM 27 1 HINGE - -- STEEL 3 16 "0 x 5.8" LONG HINGE ROD . HINGE ASSY. 28 REQ'D - -- ALUMINUM 1/2 x 1/2 x 1116" TUBULAR GLASS STOP WINDOW VENTS 29 20 SW 27713 ALUMINUM CORNER KEY FRAME ENT CORNER' 30 12 - -- ALUMINUM 3 x 1 x 1 16" THK. CHEVRON VENT CORNERS 31 8 - -- ALUMINUM 3 x 11 16 x 1 16" THK. CHEVRON FRAME CORNER 32 8 - -- ALUMINUM 3 x 1 3 8 x .041" THK. CHEVRON FRAME CORNER ® 34 ©® pEM TM -096 6063 -T6 ALUM. 2 x 3 5 16 x 5 1 2 x 1 8" THK. MULL CLIP "A3 MULL TOP & BOTTOM - -- 6063 -T5 ALUM. 2 x 1 1 2 x 4 x 1 8" THK. MULL CUP A1" MULL TOP & BOTTOM 36 2 /HINGE - -- ALUMINUM CAP RIVET HINGES DTH k-- 4 • 1 X P.T. WOOD BUCK (SEE NOTE BELOW) MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2" FOR XXO,XOX, OR OXX = 3 / 4 " 4 FOR X UK xx= I . FOR XXO,XOX, OR OXX =1 3/4" TYP. INSTALLATION INTO CONCRETE 1X P.T. WOOD BUCK (SEE NOTE BELOW) 01) BUCK INSTALLATION NOTF- ..C'OU BUCK SHALL BE ATTACHED TO U;:STRATE AS RECOMENDED BY 'ITECT OR ENGINEER OF RECORD w -- j 2" NOM. WIDTH k-- X 2 1/2 EDGE 2 1/2" EDGE t'� DISTANCE DISTANCE (TYP) (TYP) PRECAST SILL INSTALLATION ( i' ) VERTICAL SEC TON 9 crAI F. NAI F SIZE 1/4" MAX. SHIM f - (TYPICAL) MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2" — FOR XXO,XOX, OR OXX =1 3/4" NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS 3/16" ANNEALED GLASS .070" POLYCARBONATE BY S.I.G. 3/16" ANNEALED GLASS EXTERIOR 7/16" OVERALL LAMINATED (SAF -GLAS) BY SECURITY IMPACT GLASS HOLDINGS, LLC .4so• GLASS BITE GLASS DETAIL SCALE: FULL SIZE Approvd amptelegjatb tbe o 3 NOM - /I z . MT • • •• • • •••• •••• • FLORIDA No.35686, CIVIL 0 0 z 0 0 0 Z 0 i 0 z In 03 00 2 z D 3 Z _j w a na n O w it w VI 1- a - w w 0 00000 eoeieee 0000 009000 ® ® O 34 Or 00000 • NGE DETAIL 3 " ULL DETAIL • " TO SUBSTRATE .- .)ft ENGINEER EXTERIOR WINDOW FRAME WIDTH MEETING RAIL DETAIL WINDOW FRAME WIDTH EXTERIOR MULL ANCHOR CUP TYPE APPLICATION. 1 1/4° MIN. EMBED. (TYP.) WINDCY: , ' 00®,00 lum! Iii 1 1-7--7-14 * � r�,1"'��I�M�IYI� fir I ' ►1-N i; 1/8 TYP. INSTALLATION INTO CONCRETE BLOCK :-,01E LOCK DETAIL MULL DETAIL 1X P.T. WOOD BUCK (SEE NOTE BELOW) w w NI-- \N O :TF'': REQUIRED FOR THESE INSTALLATIONS i WINDOW FRAME WIDTH Approved m cbaptyist& )rYA tise F7oefde WON C Doe M/r'1 O / NOA• in—//z1- D MMI al Dvd(Proilt f rtrtal ). TYP. INSTALLATION INTO CONCRETE BLOCK JAMB ICINGS DETAIL • •• ID •••• • •••• • 0 0 z 0 0 0 0 z W f DRAWING No.: C515 —LMI ( SHEET 3 OF 11 )J / 1 0 - ANNtALtu L.APINA I to tbAr LAW. CAJCU un i t , Ntf uK I NO.: I L L / % 0 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF ELCO 1/4'0 OR 5/16 ° 0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) REQUIRED HARDWARE PER OPERABLE VENT BUTT HINGES (QTY.) 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 LOCKS (QTY.) 1 2 2 3 3 1 2 2 3 3 1 2 2 3 3 1 2 2 3 3 1 2 2 3 3 (USING 1/4 "0 ANCHORS) 2500 PSI CONCRETE/ HOLLOW BLOCK POSITIVE (+) 80.0 80.0 80.0 80.0 62.7 80.0 80.0 80.0 - 62.7 - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.2 NEGATIVE ( -) - 80.0 -80.0 -80.0 - 80.0 -80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 73.5 - 80.0 -80.0 - 80.0 - 74.4 -65.1 - 73.0 - 72.2 - 72.2 REQUIRED ANCHORS MEETING RAIL HEAD /SILL (QTY.) 2 2 OTHER HEAD /SILL (ow.) 2 2 4 2 4 2 4 2 c e 4 5 2 EACH JAMB (QTY.) 2 3 5 2 3 4 5 5 2 80.0 . 80.0 80.0 - 80.0 - 80.0 -80.0 - 80.0 - 80.0 -80.0- - 80.0 - 80.0 -80.0 - 80.0 3 4 5 5 2 3 4 5 5 2 3 4 5 5 (USING 5/16 "0 ANCHORS) 2500 PSI CONCRETE/ HOLLOW BLOCK POSITIVE ( +) 80.0 80.0 80.0 80.0 62.7 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 NEGATIVE ( -) -80.0 - 80.0 - 80.0 - 80.0 -80.0 - 80.0 -80.0 80.0 80.0 80.0 - 72.2 -72.2 - 72.2 - 80.0 REQUIRED ANCHORS MEETING RAIL HEAD /SILL Corr.) 2 2 2 -80.0 - 62.7 2 2 2 2 2 2 4 2 2 2 4 4 2 2 2 4 4 2 - 80.0 - 78.0 2 4 4 4 OTHER HEAD /SILL (QTY.) 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 EACH JAMB (QTY.) 2 3 4 5 5 2 3 4 5 5 2 3 4 5 5 2 3 4 5 4 4 5 2 3 4 5 5 HEIGHT t/8 5/8 '8 • '8 • 8 3 IQNISTAL.L.ATION FASTENER CHART /HARDWARE: (XX CONFIGURATION) GLAZING: 7/16' ANNEALED LAMINATED (SAF- GLAS), BASED ON TEST REPORT No.: FTL 2770 2.728 SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF (ELCO 1/4 "0 OR 5/16 "0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) - 60.3 - 54.1 (SEE TABLE #2) NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS NOTE: -SEE ANCHOR NOTES ON SHEET 1 OF 11 Approved at comptths,w11! the FlocWa Baidh. Ce4, Date r`1 o it 2ro NOA6 Miami Cq • tq /. c- 1k11gdo. •• • •••• • •••• • • 0 0 Z 0 0 0 Z z 3 0 0 0 2z 3 Z f w al N N v w w U 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED HARDWARE REQUIRED ANCHORS (1/4"0) REQUIRED ANCHORS (5/16 "0) HEIGHT (in) • POSITIVE ( +) NEGATIVE ( -) BUTT HINGES (QTY.) LOCKS (QTY.) HEAD /SILL (QTY.) EACH JAMB (QTY.) HEAD /SILL ' (ore.) EACH JAMB (QTY.) 6 80.0 -80.0 2 1 2 2 2 2 38 3/8 80.0 -80.0 2 2 2 3 2 3 30 5/8 80.0 -80.0 3 '2 2 4 2 4 33 80.0 -80.0 3 3 2 5 2 5 '2 62.7 -62.7 3 3 2 5 2 5 56 80.0 -80.0 2 • 1 3 2 3 2 58 3/8 80.0 -80.0 2 2 3. 3 3 3 50 5/8 80.0 -80.0 3 2 3 4 3 4 i3 80.0 -80.0 3 3 3 5 3 5 '2 80.0 -80.0 3 3 3 5 3 5 .6 80.0 -80.0 2 1 3 2 3 2 38 3/8 80.0 -80.0 2 2 3 3 3 3 50 5/8 80.0 -80.0 3 2 3 4 3 4 33 80.0 -80.0 3 3 3 5 3 5 '2 80.0 -80.0 3 3 3 6 3 5 56 80.0 -80.0 2 1 3 3 3 2 :8 3/8 80.0 -80.0 2 2 3 4 3 3 30 5/8 80.0 -80.0 3 2 3 5 3 4 53 80.0 -80.0 3 3 3 6 3 5 "2 80.0 -80.0 3 3 3 7 3 5 / 1 0 - ANNtALtu L.APINA I to tbAr LAW. CAJCU un i t , Ntf uK I NO.: I L L / % 0 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF ELCO 1/4'0 OR 5/16 ° 0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) REQUIRED HARDWARE PER OPERABLE VENT BUTT HINGES (QTY.) 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 2 2 3 3 3 LOCKS (QTY.) 1 2 2 3 3 1 2 2 3 3 1 2 2 3 3 1 2 2 3 3 1 2 2 3 3 (USING 1/4 "0 ANCHORS) 2500 PSI CONCRETE/ HOLLOW BLOCK POSITIVE (+) 80.0 80.0 80.0 80.0 62.7 80.0 80.0 80.0 - 62.7 - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.2 NEGATIVE ( -) - 80.0 -80.0 -80.0 - 80.0 -80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 80.0 - 73.5 - 80.0 -80.0 - 80.0 - 74.4 -65.1 - 73.0 - 72.2 - 72.2 REQUIRED ANCHORS MEETING RAIL HEAD /SILL (QTY.) 2 2 OTHER HEAD /SILL (ow.) 2 2 4 2 4 2 4 2 c e 4 5 2 EACH JAMB (QTY.) 2 3 5 2 3 4 5 5 2 80.0 . 80.0 80.0 - 80.0 - 80.0 -80.0 - 80.0 - 80.0 -80.0- - 80.0 - 80.0 -80.0 - 80.0 3 4 5 5 2 3 4 5 5 2 3 4 5 5 (USING 5/16 "0 ANCHORS) 2500 PSI CONCRETE/ HOLLOW BLOCK POSITIVE ( +) 80.0 80.0 80.0 80.0 62.7 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 NEGATIVE ( -) -80.0 - 80.0 - 80.0 - 80.0 -80.0 - 80.0 -80.0 80.0 80.0 80.0 - 72.2 -72.2 - 72.2 - 80.0 REQUIRED ANCHORS MEETING RAIL HEAD /SILL Corr.) 2 2 2 -80.0 - 62.7 2 2 2 2 2 2 4 2 2 2 4 4 2 2 2 4 4 2 - 80.0 - 78.0 2 4 4 4 OTHER HEAD /SILL (QTY.) 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 EACH JAMB (QTY.) 2 3 4 5 5 2 3 4 5 5 2 3 4 5 5 2 3 4 5 4 4 5 2 3 4 5 5 HEIGHT t/8 5/8 '8 • '8 • 8 3 IQNISTAL.L.ATION FASTENER CHART /HARDWARE: (XX CONFIGURATION) GLAZING: 7/16' ANNEALED LAMINATED (SAF- GLAS), BASED ON TEST REPORT No.: FTL 2770 2.728 SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF (ELCO 1/4 "0 OR 5/16 "0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) - 60.3 - 54.1 (SEE TABLE #2) NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS NOTE: -SEE ANCHOR NOTES ON SHEET 1 OF 11 Approved at comptths,w11! the FlocWa Baidh. Ce4, Date r`1 o it 2ro NOA6 Miami Cq • tq /. c- 1k11gdo. •• • •••• • •••• • • 0 0 Z 0 0 0 Z z 3 0 0 0 2z 3 Z f w al N N v w w U IN SHEET 1 OF 11 CLIP DETAILS ON SHEET 10 OF 11 MAX. F.W. "0" VENT WIDTH (SEE TABLE #3) SEE MULL CLIP SHEET 10 OF 11 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF (ELCO 1/4"� OR 5/16 "0 TAPCONS IN 3200 PSI CONCRETE SUBSTRATE) NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS OTHER CONFIGURATIONS SEE MULL CLIP SHEET 10 OF 11 SEE MULL CUP SHEET 10 OF 11 SEE MULL CLIP SHEET 10 OF 11 MAX. F.W. # SEE MULL CLIP SHEET 10 OF 11 MAX. F.W. Approved as compiyisg, .tth the Florida Balding Coda Date ,. NOM, y/ 19 Miamll Dade Pndaael Canfi 1:4,402, g By I ! • • •••• •••• • • • • • • •• • SEE MULL CUP SEE MULL CUP SHEET 10 OF 11 SHEET 10 OF 11 - (SEE TABLE #3) • II • FLORIDA LARD L. ARG6IS, P.E. W. 91 TERRACE ON, 55124 • •. ir • ••• • • • • • •••• • • ••• •••• • • • No.39686. CIVIL Z O 0 0 0 40 • • 0 z - 3 O 0 0 D D • z w a w V1 0 cn w W cn • • y�Y�NG No. ' C515 -LMI SHEET 5 OF 11 (LARGE MISSILE IMPACT) (USING 1/4 "0 ANCHORS) (USING 5/16 "0 ANCHORS) OPTION XOX REQUIRED HARDWARE 3200 PSI CONCRETE/ HOLLOW CBS REQUIRED ANCHORS 3200 PSI CONCRETE/ HOLLOW CBS REQUIRED ANCHORS PER OPERABLE VENT FIXED VENT PER OPERABLE VENT PER FIXED VENT PER OPERABLE VENT PER FIXED VENT AML ;HT "X" VENT WIDTH (in) "0" VENT WIDTH (in) HIN ES (QTY.) LOCKS (QTY.) BUTT HINGES (QTY.) CUSTODIAL LOCKS P0SR VE (+) NEGATIVE ( -) HEAD /SILL (QTY.) EACH JAMB (QTY.) HEAD /SILL (QTY.) EACH JAMB (QTY -) POSITIVE ( +) . NEGATIVE ( -) HEAD /SILL (QTY.) EACH JAMB (QTY.) HEAD /SILL (QTY.) EACH JAMB (01 HEAD /SILL -JAMBS '6 24 24 2 1 2 NONE 1 80.0 -80.0 •2 2 2 2 80.0 -80.0 2 2 2 2 I MULLION ANCHOR CLIP TYPE "Al" & "A3" 8 3/8 24 24 2 2 2 NONE 2 80.0 -80.0 2 3 2 3 80.0 -80.0 2 3 2 2 0 5/8 24 24 3 2 3 NONE 2 80.0 -80.0 2 4 2 4 80.0 -80.0 2 4 2 4 3 24 24 3 3 3 NONE 3 80.0 -80.0 2 5 2 5 80.0 -80.0 2 5 2 5 2 24 24 3 3 3 NONE 3 80.0 -80.0 2 5 2 5 80.0 -80.0 2 5 2 5 6 26 1/2 51 2 1 2 1 1 80.0 -80.0 3 2 3 2 80.0 -80.0 3 2 3 2 8 3/8 26 1/2 51 2 2 2 1 2 80.0 -80.0 3 3 3 3 80.0 -80.0 3 3 3 3 0 5/8 26 1/2 51 3 2 3 1 2' 74.3 -74.3 3 4 3 4 74.3 -74.3 3 4 3 4 '3 26 1/2 51 3 3 3 1 3 59.1 -59.1 3 5 3 5 59.1 -59.1 3 5 3 5 '2 26 1/2 51 3 3 3 1 3 51.0 -51.0 3 5 3 5 51.0 -51.0 3 5 3 5 6 37 37 2 1 2 1 1 80.0 -80.0 3 3 3 3 80.0 -80.0 3 2 ' 3 2 8 3/8 37 37 2 2 2 1 2 80.0 -80.0 3 4 3 3 80.0 -80.0 3 3 3 3 0 5/8 37 37 3 2 3 1 2 80.0 -80.0 3 5 3 4 80.0 -80.0 3 4 3 4 '3 37 37 3 3 3 1 3 80.0 -70.9 3 6 3 5 80.0 -70.9 3 5 3` 5 2 37 37 3 3 3 1 3 60.7 -60.7 3 6 3 5 60.7 -60.7 3 5 3 5 .6 35 51 2 1 2 1 1 80.0 <-80.0 3 3 3 3 80.0 -80.0 3 2 3 2 8 3/8 35 51 2 2 2 1 2 80.0 -80.0 3 4 3 4 80.0 -80.0 3 3 3 3 0 5/8 35 51 3 2 3 1 2 74.3 -74.3 3 4 3 6 74.3 -74.3 3 4 3 4 3 35 51 3 3 3 1 3 59.1 -59.1 3 5 3 6 59.1 -59.1 3 5 3 5 2 35 51 3 3 3 1 3 51.0 -51.0 3 5 3 6 51.0 -51.0 3 5 3 5 IN SHEET 1 OF 11 CLIP DETAILS ON SHEET 10 OF 11 MAX. F.W. "0" VENT WIDTH (SEE TABLE #3) SEE MULL CLIP SHEET 10 OF 11 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF (ELCO 1/4"� OR 5/16 "0 TAPCONS IN 3200 PSI CONCRETE SUBSTRATE) NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS OTHER CONFIGURATIONS SEE MULL CLIP SHEET 10 OF 11 SEE MULL CUP SHEET 10 OF 11 SEE MULL CLIP SHEET 10 OF 11 MAX. F.W. # SEE MULL CLIP SHEET 10 OF 11 MAX. F.W. Approved as compiyisg, .tth the Florida Balding Coda Date ,. NOM, y/ 19 Miamll Dade Pndaael Canfi 1:4,402, g By I ! • • •••• •••• • • • • • • •• • SEE MULL CUP SEE MULL CUP SHEET 10 OF 11 SHEET 10 OF 11 - (SEE TABLE #3) • II • FLORIDA LARD L. ARG6IS, P.E. W. 91 TERRACE ON, 55124 • •. ir • ••• • • • • • •••• • • ••• •••• • • • No.39686. CIVIL Z O 0 0 0 40 • • 0 z - 3 O 0 0 D D • z w a w V1 0 cn w W cn • • y�Y�NG No. ' C515 -LMI SHEET 5 OF 11 (LARGE MISSILE IMPACT) 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 10.92 PSF (ELCO /4 "0 TAPCON IN 2500 PSI CONCRETE SUBSTRATE) CONFIGURATION X 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED HARDWARE REQUIRED ANCHORS PRODUCT CODE FR. WIDTH (in) FR. HEIGHT (in) POSITIVE : ( +) NEGATIVE ( -) BUTT HINGES (QTY.) LOCKS (QTY.) HEAD /SILL (QTY.) EACH JAMB (QTY.) 12 19 1/8 26 72.8 -99.3 2 1 2 2 13 19 1/8 38 3/8 72.8 -99.3 3 2 2 3 14 19 1/8 50 5/8 72.8 -99.3 3 3 2 4 15 19 1/8 63 72.8 -99.3 3 4 2 5 16 19 1 /8 72 72.8 -81.0 3 4 2 5 1/2 32 26 1/2 26 72.8 -99.3 2 1 2 2 1/2 33 26 1/2 38 3/8 72.8 -99.3 3 2 2 3 1/2 34 26 1/2 50 5/8 72.8 -99.3 3 3 2 4 1/2 35 26 1/2 63 72.8 -93.9 3 4 2 5 - -- 32 26 72.8 -79.3 2 1 3 2 --- 32 38 3/8 72.8 -75.4 3 2 3 3 --- 32 50 5/8 72.8 -75.4 3 3 3 4 22 37 26 72.8 -46.3 2 1 3 2 23 37 38 3/8 72.8 -40.7 3 2 3 3 :MEN`IT WINDOW - .WED FROM EXTERIOR) GENERAL NOTES GLAZING: 5/16" SAF -GLAS BY S.I.G. - 1/8" HEAT STRENGTHENED GLASS - 0.069" POLYCARBONATE INTERLAYER - 1/8 HEAT STRENGTHENED GLASS TEST REPORT No.: FTL -2587 WATER RESISTANCE TEST: 10.92 PSF 1/8" HEAT STRENGTHENED GLASS .069" POLYCARBONATE BY S.I.G. 1/8" HEAT STRENGTHENED GLASS # x 3/4" SMS. (SEE GENERAL NOTE #3 BELOW) EXTERIOR 5/16" OVERALL LAMINATED (SAF -GLAS) BY SECURITY IMPACT GLASS HOLDINGS, LLC .450" GLASS BITE GLASS DETAIL SCALE: FULL SIZE )WARE REQUIREMENTS: ,T TO HAVE: ECE BUTT HINGES 6 1/4 LONG, LOCATED 7" FROM TOP AND BOTTOM AND E THREE HINGE UNITS ARE INDICATED (SEE TABLE #4 FOR QUANTITY) LEVER TYPE CAM LOCKS. WITH DOUBLED SURFACE MOUNTED KEEPERS. LOCA- AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, ;AMBS (SEE TABLES #4 FOR REQUIREMENTS EACH VENT SIZE) - 2ATOR AT SILL, LOCATED 4 1/2" FROM EITHER LEFT OR RIGHT JAMB. 'PING REQUIREMENTS: L PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND RAIL, AT EACH WEATHERSTRIPPING GROOVE. ERIOR GLAZED WITH 0.450" (VENTS) GLASS BITE, USING SIUCONE AND AN ING BEAD, WITH SILICONE BETWEEN THE BEAD AND GLASS. GLAZING BEAD 1 A SINGLE ROW OF #8 x 3/4 FH. SS. SMS. LOCATED AS FOLLOWS: FROM ENDS AND 8" 0.C. MAX. :NDS AND 10 3/4 O.C. MAX. BERS SHALL BE ALUMINUM ALLOY 6063 -T6. QUIRED FOR THESE INSTALLATIONS. / NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS ANCHOR NOTES INSTALLATION REQUIREMENTS: 1. TYPICAL ANCHOR TYPE FOR X CONFIGURATION SHALL BE: A. 1/4 "0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 146,887 PSI AVEERAGE YIELD STRESS= 158,767 PSI B. 5/16 "0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 150,142 PSI AVEERAGE YIELD STRESS= 155,862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: a. FOR X AND XX CONFIGURATIONS: - 1 1/2" FOR 2500/3000 PSI STRUCTURAL - 1 1/4" FOR HOLLOW CONCRETE BLOCK b. FOR XOX, XXO, AND OXX CONFIGURATIONS: - 1 3/4 FOR 3200 PSI STRUCTURAL CONCRETE - 1 1/4" FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK CONCRETE TAPCON HEAD TAPCON IS 2 1/2 3. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, IS 1/4 ". 4. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOUD UNES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM ANCHOR SPACING REQUIREMENTS; - HEAD AND SILL OF OPERATING VENTS FOR X CONFIGURATION, LOCATE ANCHORS 6" FROM ENDS AND 16 O.C. MAXIMUM - JAMBS OF OPERATING AND FIXED VENTS FOR X CONFIGURATION, LOCATE ANCHORS 6 FROM ENDS AND 15 3/8" O.C. MAXIMUM. / Appreved eosapipbsortdi its Florida Masi Code Doe .144v 200,› NORM Di- l< 2y•a3 Mb.i nediPredees Comae i b. Br Dk I sG4., 1• r�.�a� • • • • •• • •••• • • X03 ••• • • FLORIDA No.35688 6 CMC O 0 Z 0 0 0 0 Z 0 z I- D 3 00 Z z 3 n Z w J n a u) u, w w N w • • • • 4 •• z • •6• I • I•;•4 a • • g • IiW`NNS C515 -LMI, ( SHEET 6 OF 71 ) 8 2 2 GW 37528 6063 -T6 ALUM. FRAME JAMB WINDOW FRAME 3 1 GW 37528 6063 -T6 ALUM. FRAME SILL WINDOW FRAME 4 3 GW 37526 6063 -T5 ALUM. VENT TOP WINDOW SASH 5 6 GW 37526 6063 -T5 ALUM. VENT STILE • WINDOW SASH 6 3 GW 37526 6063 -T5 ALUM. VENT BOTTOM WINDOW SASH 7 3 GW 37521 6063 -T5 ALUM. VENT INTERIOR HINGE FRAME JAMB 8 ' 3 GW 37522 6063 -T5 ALUM. VENT EXTERIOR HINGE FRAME JAMB 11A 1 - - - GLASS 5/16" SAF -GLAS LAMINATED SASH VENT 12 AS REQ'D S500 SILICONE "TREMGLAZE" S500 GLASS PERIMETER 13 AS REQ'D 2230 WOOL FINSEAL #2230 WINDOW FRAME 15 6 24 -11 -32 CAST ZINC "TRUTH" LOCK HANDLE MEETING RAIL /JAMB 17 4 30238 S. STEEL "TRUTH" KEEPER MEETING RAIL /JAMB 18 3 23 -65 -32 CAST ZINC "TRUTH" SINGLE ARM (FACE - MOUNT) OPERATOR FRAME SILL 19 4 /CORNER - -- S. STEEL #10 x 1 1/4 P.H. SMS. FRAME /SASH CORNER 20 AS REQ'D - -- S. STEEL #10 x 3/8" P.H. SMS. HINGES /CAM LATCH 21 2 /EACH -- - S. STEEL #10 x 3/8" P.H. "TYPE B" SCREW KEEPER 22 2 /EACH --- S. STEEL #10 x 3/8" T.H. "TYPE C SCREW ROTO OPERATOR 23 AS REQ'D --- STEEL 1/4 "0 TAPCON (SEE TABLES FOR OUANTITY) WINDOW FRAME 27 1 /HINGE STEEL 3/16 "0 x 5.8" LONG HINGE ROD HINGE ASSY. 28 AS REQ'D --- ALUMINUM 1/2 x 1/2 x 1/16" TUBULAR GLASS STOP WINDOW VENTS 29 20 SW 27713 ALUMINUM CORNER KEY FRAME CORNERS 30 12 - -- ALUMINUM 3 x 1 x 1/16" THK. CHEVRON VENT CORNERS 31 8 --- ALUMINUM 3 x 11/16 x 1/16 THK. CHEVRON FRAME CORNER 32 8 - -- ALUMINUM 3 x 1 3/8 x .041" THK. CHEVRON FRAME CORNER 36 2 /HINGE - -- ALUMINUM CAP RIVET HINGES 37 AS REQ'D --- S. STEEL #8 x 3/4 FH. SS. SMS. (SEE GENERAL ANCHOR NOTE #3 ON SHEET 6 OF 11) TUBE GLAZING BEAD )GE WIDTH {-- e �r� "III nu ` 0 1! t Mt S07.21 ,.N Mill WA 1.111� €1306€0010 h �I j 4 vtItL1 I00 ®000lb vm 0 ®® ��, ' , r. 0 ®® ®m To mm® . l v 11 ir 1 Dl _I h I: n 1 II :1 :=M1i " "111111HY11Ys WWI Itik um 1 i, II I.t.lx ii k_ EXTERI OR v - v. ICAL SECTION "ION NOTE; ATTACHED TO SUBSTRATE 'CHITECT OR ENGINEER 1 1/2 MIN. EMBED. (TYP) TYP. INSTALLATION INTO CONCRETE 1X P.T. WOOD BUCK (SEE NOTE BELOW) 1X P.T. WOOD BUCK (SEE NOTE BELOW) 1 1/2 MIN. EMBED. (TYP) TYP. INSTALLATION 1 1/4" MIN. EMBED (TYP.) INTO CONCRETE BLOCK 2 JAMB HINGE DETAIL ITEM QTY, PART No. MAItttWL 1 1 GW 37528 6063 -T6 ALUM. FRAME HEAD WINDOW FRAME WIDTH NO SHUII.RS REQUIRED FOR THESE INSTALLATIONS 1 1/2" MIN. EMBED (TYP.) JAMB LOCK DETAIL TYP. INSTALLATION INTO CONCRETE WINUUw rrtnmc Approved r comptyiag.Tit% the Florida BOUT% Code Date A/Ai d i Zpo . NOM/ Maul Dade • • •••• • •• •• • 41.410 • •• • • • •gAELARD L. ARGUS, P.E. ▪ a! W . 9 CE • ATIC , 3 4 • •• • •• •• • ••• • •• •• • • • 1 •••• • • •••• z� • .� f?C �3 1 , FLORIDA No.3tg86, �ML 0 0 Z 0 0 0 0 z 0 z N 03 0 0 ° z Z 3 Z w Q to a ,t) LA • ► r 7 os 1 x V rho ce 0 U DESIGN PRESSURE RATING: SEE TABLES #5 AND #6 ON PAGE 9 OF 11 TEST REPORT No.: ATL 0806.01 -02 GLAZING: 1/2" GLASSLAM BY NEBULA GLASS - 3/16 ANNEALED GLASS - 0.060" POLYESTER - 0.010 PET - 0.060" POLYESTER - 3/16" ANNEALED GLASS WATER RESISTANCE TEST: 12.00 PSF 6" 20 MAX. CAM IN LOCKS / X4 / I5 CASEMENT WINDOW EVATION VIEWED FROM EXTERIOR) SCALE: 1/2 = 12" GENERAL NOTES N r DWARE REQUIREMENTS: IT TO HAVE: IECE BUTT HINGES 6 1/4" LONG, LOCATED 7" FROM TOP AND BOTTOM AND :E THREE HINGE UNITS ARE INDICATED (SEE TABLES #5 & #6 FOR QUANTITY) LEVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA- TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, JAMBS (SEE TABLES #5 & #6 FOR REQUIREMENTS EACH VENT SIZE) RATOR AT SILL, LOCATED 4 1/2" FROM EITHER LEFT OR RIGHT JAMB. DPING REQUIREMENTS: L PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER OF FRAME AND RAIL, AT EACH WEATHERSTRIPPING GROOVE. "ERIOR GLAZED WITH 0.375 (VENTS) GLASS BITE, USING SIUCONE AND AN :INC BEAD, WITH SIUCONE BETWEEN THE BEAD AND GLASS. GLAZING BEAD ?E NOT REQUIRED FOR THIS OPTION. .HERS SHALL BE ALUMINUM ALLOY 6063 -T6. QUIRED FOR THESE INSTALLATIONS. l INSTALLATION REQUIREMENTS: 1. TYPICAL ANCHOR TYPE FOR X AND XX CONFIGURATIONS SHALL BE: A. 1/4 "0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES:. MINIMUM YIELD STRESS= 146,887 PSI AVEERAGE YIELD STRESS= 158,767 PSI B. 5/16 "0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FIAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 150,142 PSI AVEERAGE YIELD STRESS= 155,862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: a. FOR X AND XX CONFIGURATIONS: - 1 1/2" FOR 2500/3000 PSI STRUCTURAL CONCRETE - 1 1/4" FOR HOLLOW CONCRETE BLOCK b. FOR XOX, XXO, AND OXX CONFIGURATIONS: - 1 3/4 FOR 3200 PSI STRUCTURAL CONCRETE - 1 1/4" FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK IS 2 1/2" 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND BOTTOM OF THE XX CONFIGURATION VERTICAL MEETING RAIL: FOR 1/4 "0 TAPCON IS 3 "; AND 3 3/4" FOR 5/16 "0 TAPCON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE. IS 1/4 ". 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID UNES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM ANCHOR SPACING REQUIREMENTS: - HEAD AND SILL OF OPERATING VENTS FOR X AND XX CONFIGURATIONS, LOCATE ANCHORS 6" FROM ENDS AND 20" O.C. MAXIMUM - TOP AND BOTTOM OF MEETING RAILS FOR XX CONFIGURATION, LOCATE ALL ANCHORS IN CLUSTER WITHIN 6" MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERLINE. - JAMBS OF OPERATING AND FIXED VENTS FOR X AND XX CONFIGURATIONS, LOCATE ANCHORS 6 FROM ENDS AND 14 15/16" O.C. MAXIMUM. 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRES, TO MAINTAIN 3" MINIMUM SPACING BETWEEN ADJACENT ANCHORS. NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS .010" PET .060" POLYESTER 3/16" ANNEALED GLASS EXTERIOR S -500 SILICONE .060" POLYESTER 3/16" ANNEALED GLASS .375' GLASS BITE 1/2" OVERALL LAMINATED ( GLASSLAM SAFETY -PLUS) BY NEBULA GLASS INTERNATIONAL, INC. GLASS DETAIL SCALE: FULL SIZE • • • FLORIDA No.3568rCML 0 z 0 0 0 z ( ) z 1- 0 - 0 Z _ z � .z Lai aw w ¢ ,n U 1n Lai w w w 0 c II INIPI main I ir 11 i m V C . BRAm9 No.: 0515 2 LMI SHEET 8 OF 11 INSTA0_L.AT0ON GLAZING: 112' 2.728" 2500 PS HOLLOW REQUIRED HARDWARE REQUIRED ANCHORS (1/4 REQUIRED ANCHORS (5/16 "0) HEIGHT (in) POSITIVE ( +) 2500 PSI CONCRETE/ HOLLOW BLOCK HINGES (QTY.) LOCKS (QTY.) HEAD /SILL (QT'.) EACH JAMB (QTY.) HEAD /SILL ' (QTY.) EACH JAMB (QTY.) 6 62.0 M HEAD /SILL L (QTY.) 2 1 2 2 2 2 8 3/8 62.0 2 2 2 2 3 2 3 0 5/8 62.0 2 3 3 2 4 2 4 3 62.0 2 3 3 2 5 2 5 '2 62.0 -62.0 3 3 2 6 2 6 .6 62.0 -62.0 2 1 2 2 2 2 '8 3/8 62.0 -62.0 2 2 2 3 2 3 0 5/8 62.0 -62.0 3 3 2 4 2 4 3 62.0 -62.0 3 3 2 5 2 5 '2 62.0 -62.0 3 3 2 6 2 6 .6 62.0 -62.0 2 1 3 2 3 2 :8 3/8 62.0 -62.0 2 2 3 3 3 3 ;0 5/8 62.0 -62.0 3 3 3 4 3 4 53 62.0 -62.0 3 3 3 5 3 5 '2 62.0 -62.0 3 3 3 6 3 .6 36 62.0 -62.0 2 1 3. 2 3 2 38 3/8 62.0 -61.3 2 2 3 3 3 3 50 5/8 62.0 -61.3 3 3 3 4 3 4 53 62.0 -61.3 3 3 3 5 3 5 "2 62.0 -61.3 3 3 3 6 3 6 INSTA0_L.AT0ON GLAZING: 112' 2.728" FASTENER CHART /HARDWARE (XX CON0=000RATION) GLASSLAM SAFETY -PLUS ANNEALED LAMINATED ,BASED ON TEST REPORT No.: ATL 0806.01 -02 SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF BASED ON TEST REPORT. FTL 2770 (ELC01 /4 "0 OR 5/16 "0 TAPCONS IN 2500/3000 PS! CONCRETE SUBSTRATE) (USING 1/4 "0 TAPCON) (USING 5/16 "0 TAPCON) REQUIRED HARDWARE PER OPERABLE VENT 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS 72" MAX. FRAME 1- d H GES (QTY.) v X POSITIVE ( +) NEGATIVE ( -) M HEAD /SILL L (QTY.) HEAD /SILL (QTY.) EACH JAMB (01Y.) INSTA0_L.AT0ON GLAZING: 112' 2.728" FASTENER CHART /HARDWARE (XX CON0=000RATION) GLASSLAM SAFETY -PLUS ANNEALED LAMINATED ,BASED ON TEST REPORT No.: ATL 0806.01 -02 SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF BASED ON TEST REPORT. FTL 2770 (ELC01 /4 "0 OR 5/16 "0 TAPCONS IN 2500/3000 PS! CONCRETE SUBSTRATE) (USING 1/4 "0 TAPCON) (USING 5/16 "0 TAPCON) REQUIRED HARDWARE PER OPERABLE VENT 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS HEIGHT (in) H GES (QTY.) LOCKS (QTY.) POSITIVE ( +) NEGATIVE ( -) M HEAD /SILL L (QTY.) HEAD /SILL (QTY.) EACH JAMB (01Y.) POSITIVE ( +) NEGATIVE ( -) M HEAD /SI (QTY.) OTHER HEAD /SILL (QTY.) EACH JAMB (QTY.) _6 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 38 3/8 2 2 62.0 -62.0 2 2 3 62.0 -62.0 2 2 3 30 5/8 3 3 62.0 -62.0 2 2 4 62.0 -62.0 2 2 4 33 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 7 2 3 3 62.0 -62.0 4 2 6 62.0 -62.0 2 2 6 ?6 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 38 3/8 2 2 62.0 -62.0 2 2 3 62.0 -62.0 2 2 3 30 5/8 3 3 62.0 -62.0 4 2 4 62.0 -62.0 2 2 4 53 3 3 62.0 -62.0 4 - 2 5 62.0 -62.0 2 2 5 7 2 3 3 . 62.0 -62.0 4 2 6 62.0 -62.0 2 2 6 ?6 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 58 3/8 2 2 62.0 -62.0 2 2 3 62.0 -62.0 2 2 3 50 5/8 3 3 62.0 -62.0 4 2 4 62.0 -62.0 2 2 4 33 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 7 2 3 3 62.0 -62.0 4 2 6 62.0 -62.0 2 2 6 ?6 2 1 62.0 -62.0 2 2 2 62.0 -62.0 2 2 2 38 3/8 2 2 62.0 -62.0 4 2 3 62.0 -62.0 2 2 3 30 5/8 3 3 '62.0 -62.0 4 2 4 62.0 -62.0 2 2 4 33 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 72 3 3 62.0 -62.0 4 2 6 62.0 -61.1 2 2 6 ?6 2 1 62.0 -62.0 2 4 2 62.0 -62.0 2 4 2 38 3/8 2 2 62.0 -55.4 4 4 3 62.0 -55.4 2 4 3 50 5/8 3 3 62.0 -55.4 4 4 4 62.0 -55.4 2 4 4 53 3 3 62.0 -55.4 4 4 5 • 62.0 -55.4 2 4 5 7 2 3 3 62.0 -54.2 4 4 6 62.0 -50.9 2 _ 4 6 .aaaL■P1 WU' C 1 I LMI "III \M 1VV1 ,\r, VI \, raw.. I\ IL VYVV. VI SILL HEIGHT, WATER T: 12.00 PSF BASED ON TEST REPORT FTL 2770 (ELCO 1/4 "0 O S IN 2500/3000 PSI CONCRETE SUBSTRATE) NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS NOTE: -SEE ANCHOR NOTES ON SHEET 8 OF 11 (SEE TABLE #6) Approved as complying with the Florida Bowing Code Dare .� 0 / 200 NOAD r - Nasal By I (_ • • • • • •• • •••• • •• • Mt/WO L ARGUS'P.E. 51 T 'BAGS N, 33324• •••• • ••• • • • • • • •••• • • •••• • FLORIDA No.35686, CIVIL 0 0 Z O 0 0 0 Z 0 z 0 0 z z 3 D Z J a w ,n v� n In w U • (• [ • llkURtIC•do.: 515 �LMI SHEET 9 OF 11 ) (LARGE MISSILE IMPACT) � f 3/8' 1/2" 7/8" 5/8" ;R SIDE) DR SIDE) 1 /8 " k" :HOR CLIP 'TYPE Al' FOR PRECAST SILL INSTALLATIONS) :RIOR SIDE) r� •. • O e i t DRAWING No C51 5-L SHEET 10 OF T_RIOR 3" 3 1/2" 3/4" 3/8 ▪ 1 1/2 2 9/16" SIDE) 7/8 HOR CLIP '"TYPE A3' FOR FIAT SURF I1 SALlATWNS) 5/16" f 3 5/16" l; 14 A 1 (t cn. JJ. FOU TOTAL) �Ti 1 • 2 9/16" 1 13/16 1 1./8" 3 5/16" --.4 3/8" #14 X 1/2" FH. SS. SMS. __ MULL (FOUR TOTAL) 2x 4x 1/8 x 1 1/2" ALUMINUM ANGLE (AT TOP AND BOTTOM, TYPICAL) ° A 1/4 "0 TAPCON, 1 3/4" MIN. EMBED. INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE (FOUR TOTAL) I MULL -- T — T - #FOUR 1/2" FH. SS. SMS. -- 1 41 4 2 x 3 5/16 x 1/8 x 5 1/2" ALUMINUM CLIP (AT TOP AN BOTTOM, TYPICAL) N /16 "0 TAPCON, 1 3/4" MIN. EMBED. DISTANCE. R(TWOA /2 MIN. EDGE INSTALLATION DETAIL © (INTO CONC.) (BOTTOM LOCATION SHOWN, AT TOP SIMILAR) 1/4'0 TAPCON, 1 3/4" MIN. EMBED. INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE (FOUR TOTAL) INSTALLATION DETAIL (INTO CONC.) INSTALLATION DETAIL e (Ix THRU WOODBUCK) (BOTTOM LOCATION SHOWN, AT TOP SIMILAR) (BOTTOM LOCATION SHOWN, AT TOP SIMILAR) WOOD BUCK INSTALLATION NOTE WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD ( • • ° • MULL F1OUR 4 x T OT 2 AL) FH. SS. SMS. 2x35/16 "x 1/8 x 5 1 2" ALUMINUM CLIP (AT TOP AND BOTTOM, TYPICAL) 16 "0 TAPCON, 1 3/4' MIN. EMBED. INTO CONCRETE DISTANCE. (TWOATOTAL)1 /2 MIN. EDGE INSTALLATION DETAIL (THRU WOODEUCK) • (BOTTOM LOCATION SHOWN, AT TOP SIMILAR) WOOD BUCK INSTALLATION NOTE; WOOD BUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYPICAL) 2 x 4 x 1/8 x 1 1/2" ALUMINUM ANGLE (AT TOP AND BOTTOM, TYPICAL) 1X P.T. WOOD BUCK (SEE NOTE BELOW) Approved as compainy pit! the � M /pi: 806 _3 NOM c.10 611 • C Guuk 1X P.T. WOOD BUCK (SEE NOTE BELOW) •• • • •••••• •• ISME.T.RIC VIEW • • •• •••• • •••• • • • • ••6AL 'ARGUS, P.E. • � •••• p � •• ON .' a 24 e• • •• • ISOMETRIC VIEW •••• •••• • • • . •.•_• • •••• • • • • FLORIDA No.35686, CML •• • • • • • • • 0 0 z 3 0 0 0 0 z U Z 1- 0 U O o E 2Z — z Z `n 2 �3 w C1 ,n U Q N v V1 1N • trc • • • • DO® L / JAMB GW 37521 CASEMENT INTERIOR HINGE SW 27713 CORNER KEY GW 37522 CASEMENT EXTERIOR HINGE ITEM 31 3 x 11/16" CHEVRON ITEM 30 3 x 1" CHEVRON 3 N n N 000 ID SIDE STILES — .062" — .500" 2" x .062" THK. STOP 3.646" GW 37524 (TM -102) ITEM O MEETING RAIL 0 ri .220" J 210' 173" L� j- } .125" .375" TM -82 ITEM 10 3" STRUCTURAL MULLION n T 1.375" 1 - 041" ITEM 3Q 3 x 1 3/8" CHEVRON If� nv C die u na4yo7 / ) AD o / -i/ El o rat Daddh•9•a 1 17 l.LG, „o. • • • • • • • • ••• • ••• •••• • • •• •• °'4 • • • • ATI z12 ••• • R� L • •••• • •••• • • •.••• •••• • • • PI • FLORIDA No.35686, CIVIL •• . • • •• S, P.E. CE %324 • • • • 0 z 0 0 0 z z rn 0 0 00 0 D D 3 Z a w na t] O In w rio O� SI DRAWING No C515 -L SHEET 11 OF N w 0 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12 Ave Pompano Beach Florida, 33609 0(0 MFAI►�[•D�fl� � Qw rt *FLORIDA MEtRO0.DAIFIA8LtR 1UILDING 140 WEST ;LA4R'S LLTREEt, Sinn 1603 . MIAMI, FLORIDA 33130 -1563 (305) 375 - X901..1 AX (3p5) 375, -2908 • • ..• • • • ••• • • • • . • • •• : .•. :• . ••• •,• ' • . ... . ••••••• • 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 thc 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 Flurricanc Zone of the Florida Building Code. DESCRIPTION: Series "605 " Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. S605 -LM., titled "series 605 single Hung window. ", sheets 1 through 5 of 5, prepared by manufacturer, dated 07 -23 -01 and last revised on 06- 07 -02, signed and sealed by Ballard L. Argus, 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 Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's nave 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 bccn filed and there has been no change in the applicable building codc negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has bccn 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 thc 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 01 0703.01 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 01- 0703.01 Expiration Date: July. 05, 2007 Approval Date: July 05, 2002 Page 1 1 • REINFORCED DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) SEE CHART #1 (SHEET 3 OF 5) SEE CHART #2 (SHEET 3 OF 5) GLAZING: 5/16" SAF -GLAS GLAZING: 5/16" SAF -GLAS W.R.T.: 12.00 PSF • (W /0 CAP BEAD AND NO SCREENS) (BASED ON TEST REPORT: W.R.T.: 17.00 PSF (WITH CAP BEAD ' AND NO SCREENS) CTLA 193W -2) TEST REPORT: CTLA 416W -1A (7/16" GLASSLAM SAFETY -PLUS) DESIGN PRESSURE (PSF) =E CHART #3 (SHEET 4 OF 5) GLAZING: 7/16" GLASSLAM ER RESISTANCE TEST: 12.00 PSF /0 CAP BEAD AND NO SCREENS) 0 ON TEST REPORT: CTLA 193W -2) TEST REPORT: CTLA 416W -1 IS REQUIRED FOR THESE INSTALLATIONS. 6"- ,(5/16" SAF -GLAS) SERIES 603 SINGLE HUNG (RIONIFO CEDY LARGEST TESTED UNITS (VIEWED FROM EXTERIOR) SCALE: 1/2" 1' -0" SHEET 1. - GENERAL NOTES, ANCHOR NOTES, TYPICAL ELEVATIONS AND ANCHOR LAYOUT SHEET 2. -CROSS SECTIONS AND BILL OF MATERIALS SHEET 3. - INSTALLATION FASTENER CHARTS FOR 5/16" SAF -GLAS. SHEET 4. - INSTALLATION FASTENER CHARTS FOR 7/16" GLASSLAM SAFETY -PLUS. SHEET 5. -PARTS LIST 1. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS CTLA 193W -2 AND CTLA 416W -1 /1A , AS LISTED ACCORDINGLY FOR EACH UNIT. 2. DRAWINGS PROVIDE ANCHOR INFORMATION FOR STRUCTURAL CONCRETE /CBS CONSTRUCTION ONLY (SEE ANCHORING NOTES BELOW) 3. WINDOW MINIMUM HARDWARE REQUIREMENTS: A. TWO (2) 5/8" SPIRAL BALANCES. - LOCATE ONE (1) AT EACH JAMB.. B. TWO (2) SURFACE MOUNTED METALLIC CAM LOCKS, LOCKING INTO A GROOVE IN THE FIXED MEETING RAIL, WITHIN 5 1/2" FROM EACH END. C. TWO (2) ALUM. VENT STOPS, 4 1/2" LG. - LOCATE ONE AT TOP OF EACH JAMB. 0. FOUR (4) VINYL SASH GUIDES. - LOCATE TWO (2) AT EACH JAMB STILE OF THE OPERATING VENT. WITHIN 2 3/8" FROM THE BOTTOM OF THE VENT AND WITHIN 2" FROM THE TOP. E. TWO (2) BALANCE CUPS, WITH I.D. MARK "69N "- LOCATE ONE (1) AT THE BOTTOM OF EACH JAMB RAIL OF THE OPERATING VENT. F. TWO (2) EXTRUDED ALUMINUM BALANCE COVERS. - LOCATE ONE (1) IN EACH FRAME JAMB. 4. WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW. WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT FRAME SILL FLANGE. FIXED MEETING RAIL, VENT MEETING RAIL AND EACH JAMB RAIL OF VENT (ON THE INTERIOR AND EXTERIOR.) 9. DOUBLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT VENT BOTTOM RAIL. C. ONE (1) 1 3/8" LONG STRIP OF SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT EACH END OF FIXED MEETING RAIL. D. ONE (1) WOOL PILE PAD, 1 1/2" X 7/8" X .750" HIGH. - LOCATE AT EACH SILL CORNER. E. ONE (1) WOOL PILE STRIP, 1 3/8" X 1/2" X .350" HIGH. - LOCATE AT BOTTOM RAIL INTERIOR, VERTICAL UNDER LIFT RAIL BUTTED TO STILE. 5. PROVIDE TWO (2) WEEP NOTCHES 1 3/16" LONG X LEG HEIGHT. - LOCATE ONE (1) AT EACH END OF THE SILL EXTRUSION INTERMEDIATE AND SCREEN RETAINER. LEGS. 6. GLAZING METHOD: EXTERIOR GLAZED WITH ADHESIVE BACK BEDDING COMPOUND AND EXTRUDED ALUMINUM ANGLE (1/2 "xl /2 "x1 /16"THK.), SECURED WITH ®8 x 1/2" P.H. SMS.. AT 8" FROM ENDS AND ONE AT MID -SPAN. 7. ALL STRUCTURAL FRAMING MEMBERS ARE ALUMINUM ALLOY 6063 -T6. 8_ NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS A. INTO STRUCTURAL CONCRETE CONSTRUCTION: • • 1. TYPICAL ANCHOR TYPE IS 1/4 "0 TAPCON AND 1 1/4" EMBEDMENT DEPTH FOR 2000/4000 QSI §TIILICTU- • RAL CONCRETE AND HOLLOW CONCRETE BLOCK. • • 2. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID UNES LOCATED AROUN2 • •••• • •••• • - -• J '_INIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME (SEE ELEVATIONS) 3. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND CONCRETE SUBSTRATE 1S 4. MINIMUM 1/4 "0 TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK 16.? I Yr 5. MINIMUM SPACING BETWEEN ADJACENT 1/4 "0 TAPCON IS 3 ". R. INTO A1UMINUM SUBSTRATE; 1. TYPICAL ANCHOR TYPE IS SAE GRADE 5 1/4 "0x3/4" SHEET METAL SCREW 2. 'JINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SCUD UNES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEEVATION. MAXIMUM ANCHOR SPACING REQUIREMENTS: (SEE NOTE 1 ON SHEET 3 AND 4 OF 5) Lalst _ n o � s � r; 1_ •f] +L GENERAL NOTES ANCHORING NOTES .7102 FLORIDA No.35686, CIVIL •••• • • "•'e •-• ••••• • v • • • . NOM ' p1 • MIMI Dade •• • ••• • • • •• • J w8i tbS 2o•�Z; • • • 0 0 Z te 0 0 0 0 Z a N d o WOWING No.. S605 -Lf■ SHEET 1 OF 5 LARGE MISSILE IMPACT (REINFORCED) SERIES 605 SINGLE HUNG WINDOW 76 3/4" MM. FRAME HEIGHT BILL OF MATERIALS ITEM OTY. PART No. MATERIAL DESCRIPTION LOCATION 1 1 GW -36763 6063 -T6 FRAME HEAD WINDOW FRAME 2 1 GW -37731 6063 -T6 FRAME SILL WINDOW FRAME 3 2 GW -31445 6063 -T6 FRAME JAMB • WINDOW FRAME 4 1 GW -36706 6063 -T6 MEETING RAIL WINDOW VENT 5 1 GW -36685 6063 -T6 VENT TOP RAIL WINDOW VENT 6 1 GW -37730 6063 -T6 VENT BOTTOM RAIL WINDOW VENT 7 2 GW -31134 6063 -T6 VENT JAMB STILE WINDOW VENT 8 2 GW -31470 6063 -T5 VENT STOP FRAME JAMBS (TOP) 9 4/VENT 19 -56 6063 -T5 GLAZING BEAD ANGLE WINDOW VENT 9A 12/VENT - -- STEEL #8 x 1/2" P.H. SCREW GLAZING CHANNEL PERIM. 11 (1) STRIP 4037 FIN SEAL WEATHERSTRIP MTG.RAIL /FRAME SILL 13 (1) STRIP 2240 FIN SEAL WEATHERSTRIP VENT TOP 14 (2) STRIP 3722 FIN SEAL WEATHERSTRIP VENT JAMB STILES 15 2 1 1/2 "x7 /8 "x3/4" FINSEAL PAO FRAME SILL CORNERS 17 2 GLASS 7/16" SAFETY- PLUS ANN. LAM. WINDOW FRAME/VENT 18 2 GLASS 5/16" ANN. LAMI. SAF -GLASS WINDOW FRAME/VENT 19 AS REO'D SILICONE STRUCTURAL GLAZING FRAME /GLASS 20 SEE ELEV. STEEL 1/4 "0 TAPCON BY ITW BUILDEX FRAME PERIMETER 21 2/VENT CAST LATCH LOCK VENT TOP 22 4/VENT NYLON VENT GUIDE VENT INT. CORNERS 23 2/VENT CALDWELL SPIRAL BALANCES AT FRAME JAMBS 24 2/VENT WVR -9302 VINYL BALANCE COVER FRAME HEAD /JAMBS 25 2/VENT N69 CALDWELL BALANCE CLIP VENT BOTT. CORNERS 26 2 STEEL #12 x 3(4" P.H. SMS (1) AT EACH BALANCE 27 8 STEEL #12 x 1 P.H. SMS FRAME CORNERS 28 8 STEEL #10 x 1" P.H. SMS VENT CORNERS 29 4 STEEL #8 x 3/4" F.H. SMS. (2) AT EACH LATCH 30 4 STEEL #6 x 3/8" F.H. SMS. AT EA. PLASTIC GUIDE 31(•) 1 STEEL 1x1 3/16x3/4x1/8" CHANNEL AT VENT TOP 32 2 ALUM. 1x1/4 THK.x4" LONG BAR (1)AT EA. MTG. RAIL END 33() 1 STEEL 1 /2x 1 x 1 /2x1 /8" CHANNEL AT MEETING RAIL R MIN. rANCE O. LJ W Z Z 'rICAL SECTION \LE: HALF SIZE lx W BUCK WITHOUT SILICONE CAP BEAD P.T. I x WOOD BUCK (BY OTHERS, TYP.) SEE NOTE BELOW 1 0.060" POLYESTER 1/8" ANN. GLASS TYP. HEAD AND SILL INSTALLATION INTO CONCRETR WITHOUT SILICONE CAP BEAD 0.070" POLYCARBONATE 1/8" ANN. GLASS GLASS BITE P.T. 1 x WOOD BUCK SEALANT (BY OTHERS) SEE NOTE BELOW TYP. INSTALLATION INTO HOLLOW CONCRETE BLACK 0.010" P.E.T. FILM 0.060" POLYESTER 1/8" ANN. GLASS 7/16" OVERALL LAMINATED GLASSLAM SAFETY - PLUS) BY NEBULA GLASS INTERNATIONAL INC. 1/8" ANN. GLASS WITH SILICONE 500" CAP BEAD 5/16" OVERALL LAMINATED (SAF -GLAS) BY SECURITY IMPACT GLASS HOLDINGS L.L.C. GLASS OPTIONS SCALE: FULL SIZE 1 1/4" MIN. EMBED. INTO CBS (TYP.) ■ I!: , '11111\11111 \111 , \tlll1i11;': 111 1 r71 L 0 1/4" MAX. SHIM • .500" GLASS BITE WOOD RUCK INSTALLATION NOTE WOOD RUCK SHALT BF ATTACHED TO SUBSTRATF RECOJ NDED BY ARCHITFCJ OR FNG. OF RECOR , (, IPJ NO 5DIU i ; f'.r5 REQUIRED FOR THESE INSTALLATIONS. (') DENOTES FULL LENGTH R1® INTERIOR EXTERIOR WINDOW WIDTH HORIZONTAL. SECTION ' SCALE: HALF SIZE 1 1/4" MIN. EMBED. INTO 2000/4000 PSI CONCRETE (TYP) 6 Q' 0 1 " 1 +14 P:1-1 1/4" MAX. SHIM ISVI ANT Ix yQaD DUCK • • •p • • • • . .... • •••• • • •• 0 z re 0 0 0 0 Z 1 1111111 AMMO NMI mou n 0 a 0 • • • 0 i u DRAWING No.: S605 —LM SHEET 2 OF 5 INSTALL FASTENER CHART #2 BASED ON TEST REPORTS: CTLA- 416W -1A AND CTLA -193 -2 (WATER TEST) GLAZING: 5/16' OVERALL LAMINATED (SAF -GLAS) 3 13/16' SILL HEIGHT WITH SILICONE CAP BEAD, WATER RESIT.TEST I7.OPSF) SERIES 605 S.H. WINDOW FRAME SIZE MAX. DESIGN PRESSURE REQ'D ANCHOR QUANTITIES SIZE CODES PRODUCT CODE WIDTH (in.) HEIGHT (in.) POSITIVE NEGATIVE HEAD /SILL JAMB INDUSTRY SIZE CODES 1 2 - 19 1/8 26 +99.3 -99.3 2 4 1 3 19 1/8 38 3/8 ' +99:3 • ' -99.3 2 4 1 4 19 1/8 50 5/8 +99.3 -99.3 2 4 1 4.5 19 1/8 56 5/8 +99.3 -99.3 2 5 1 5 19 1/8 63 +99.3 -99.3 2 6 1 6 19 1/8 76 3/4 +99.3 -99.3 2 6 '- H3 2 26 1/2 26 +99.3 -99.3 3 4 H3 3 26 1/2 38 3/8 +99.3 -99.3 3 4 H3 4 26 1/2 50 5/8 +99.3 -99.3 3 4 H3 4.5 26 1/2 56 5/8 +99.3 -99.3 3 5 H3 5 26 1/2 63 +99.3 -99.3 3 6 H3 6 26 1 /2 . 76 3/4 +88.0 -88.0 3 6 2 2 37 26 +99.3 -99.3 3 4 2 3 37 38 3/8 +99.3 -99.3 3 4 2 4 37 50 5/8 +94.2 -94.2 3 4 2 4.5 37 56 5/8 +81.8 -81.8 3 5 2 5 37 63 +72.1 -72.1 3 6 2 6 37 76 3/4 +58.9 -58.9 3 6 3 2 53 1/8 26 +62.6 -62.6 5 4 3 3 53 1/8 38 3/8 +43.6 -43.6 5 4 3 4 53 1/8 50 5/8 +34.4 -34.4 5 4 MODULAR SIZE CODES 20 70 24 84 +91.3 -91.3 2 7 20 76 24 90 +87.8 -87.8 2 7 20 80 24 96 +84.9 -84.9 2 8 20 86 24 102 +82.2 -82.2 .2 8 INSTALLATION FASTENER CHART # 1 BASED ON TEST REPORTS: CTLA- 416W -1A AND CTLA -193 -2 (WATER TEST) GLAZING: 5/16' OVERALL LAMINATED (SAF -GLAS) 3 13/16' SILL HEIGHT WITHOUT SILICONE CAP BEAD, WATER RESISTANCE TEST: 12.00 PSF >ERIES 605 S.H. WINDOW FRAME SIZE MAX. DESIGN PRESSURE REQ'D ANCHOR QUANTITIES CODES PRODUCT CODE WIDTH (in.) HEIGHT (in.) POSITIVE NEGATIVE HEAD /SILL JAMB • DUSTRY SIZE ODES 1 2 19 1/8 26 +80.0 -99.3 2 4 1 3 19 1/8 38 3/8 +80.0 -99.3 2 4 1 4 19 1/8 50 5/8 +80.0 -99.3 2 4 1 4.5 19 1/8 56 5/8 +80.0 -99.3 2 5 1 5 19 1/8 63 +80.0 -99.3 2 6 1 6 19 1/8 76 3/4 +80.0 -99.3 2 6 H3 2 26 1/2 26 +80.0 -99.3 3 4 H3 3 26 1/2 38 3/8 +80.0 -99.3 3 4 H3 4 26 1/2 50 5/8 +80.0 -99.3 3 4 H3 4.5 26 1/2 56 5/8 +80.0 -99.3 3 5 H3 5 26 1/2 63 +80.0 -99.3 3 6 H3 6 26 1/2 76 3/4 +80.0 -88.0 3 6 2 2 37 26 +80.0 -99.3 3 4 2 3 37 38 3/8 +80.0 -99.3 3 4 2 4 37 50 5/8 +80.0 -94.2 3 4 2 4.5 37 56 5/8 +80.0 -81.8 3 5 2 5 37 63 +72.1 -72.1 3 6 2 6 37 76 3/4 +58.9 -58.9 3 6 3 2 53 1/8 26 +62.6 -62.6 5 4 3 3 53 1/8 38 3/8 +43.6 -43.6 5 4 3 4 53 1/8 50 5/8 +34.4 -34.4 5 4 )(MAR SIZE ODES 20 70 24 84 +80.0 -91.3 2 7 20 76 24 90 +80.0 -87.8 2 7 20 80 24 96 +80.0 -84.9 2 8 20 86 24 102 +80.0 -82.2 2 8 T 1• MAXIMUM ANCHOR SPACING REQUIREMENTS; HEAD AND SILL FRAME ANCHORS: LOCATE ANCHORS 5 1/2" FROM EN JAMB FRAME ANCHORS: LOCATE ANCHORS 6" FROM ENDS, ONE ANCH( CENTER UNE AND ONE ANCHOR 9" BELOW THE MEETING RAIL CENTER ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING F 3" MINIMUM SPACING BETWEEN ADJACENT ANCHORS. NO SHUTTERS REQUIRED FOR THESE INST: ' ' .C. MAX. (SINGLE ROW) ABOVE THE MEETING RAIL 3/8" 0.C. MAX. (SINGLE ROW) 't./S, IF REQUIRED, TO MAINTAIN Approved.* camplyfeQ �lL the 1d � 5dmf Ore a ) . L1,•,��. BALLARD L. ARCUS . E. 844 . 'L TE ' E P TATI• , F. a3 24 6171.2 FLORIDA No.35686, CAM. • • • • • •• • •.•••• • •••••• •••• • • • •• • • • • • • •• • •••• • • •••• • ••• • •• • • • ••• if ••• • • • •• • • • ▪ • •• O 00000 • • • • ••• • • • • • ••• • • ••• • • • •. • • • • • • 0 0 Z 01 0 0 0 0 Z 10 N = 2 K O O � ae� DRAWING No.. S605 -L' 5 S.H. WINDOW FRAME SIZE MAX. DESIGN PRESSURE REQ'D ANCHOR QUANTITIES PRODUCT CODE WIDTH (in.) HEIGHT (in.) POSITIVE NEGATNE HEAD /SILL JAMB 1 2 19 1/8 26 +61.0 -61.0 2 4 1 3 19 1/8 38 3/8 +61.0 -61.0 2 4 1 4 19 1/8 50 5/8 +61.0 - 61.0 2 5 1 4.5 19 1/8 56 5/8 +61.0 -61.0 2 5 1 5 19 1/8 6.3 +61.0 -61.0 2 6 1 6 19 1/8 76 3/4 +61.0 -61.0 2 7 13 2 26 1/2 26 +61.0 -61.0 2 4 H3 3 26 1/2 38 3/8 +61.0 -61.0 2 4 43 4 26 1/2 50 5/8 +61.0 -61.0 2 5 43 4.5 26 1/2 56 5/8 +61.0 -61.0 2 5 43 5 26 1/2 63 +61.0 -61.0 2 6 43 6 26 1/2 76 3/4 +61.0 -61.0 2 7 2 2 37 26 +61.0 -61.0 3 4 2 3 37 38 3/8 +61.0 -61.0 3 4 2 4 37 50 5/8 +61.0 -61.0 3 5 2 4.5 37 56 5/8 +61.0 -61.0 3 5 2 5 37 63 +61.0 -61.0 3 6 2 6 37 76 3/4 +58.9 -58.9 3 7 3 2 53 1/8 26 +61.0 -61.0 3 4 3 3 53 1/8 38 3/8 +61.0 -61.0 3 4 3 4 53 1/8 50 5/8 +61.0 -61.0 3 5 3 4.5 53 1/8 56 5/8 +54.4 -54.4 3 5 3 5 53 1/8 63 +48.3 -48.3 3 6 3 6 53 1/8 76 3/4 84 +39.9 +61.0 -39.9 -61.0 3 2 7 7 20 70 24 30 70 36 84 +55.2 -55.2 3 7 10 70 48 84 +45.2 -45.2 3 7 20 76 24 90 +61.0 -61.0 2 8 30 76 36 90 +51.3 -51.3 3 8 10 76 48 90 +42.2 -42.2 3 8 20 80 24 96 +61.0 -61.0 2 8 30 80 36 96 +47.7 -47.7 3 8 20 86 24 102 +61.0 -61.0 2 8 30 86 36 102 +44.6 -44.6 3 8 J STALLATION FASTENER CHART #3 3ASED ON TEST REPORTS: CTLA- 416W -1 AND CTLA -193 -2 (WATER TEST) GLAZING: 7116" OVERALL LAMINATED (GLASSLAM SAFETY -PLUS) 3/16" SILL HEIGHT WITHOUT SILICONE CAP BEAD, WATER RESISTANCE TEST: 12.00 PSF I NO SHUTTERS REQUIRED FOR THESE INST. .:CNS J 1 . ALUMINIUM MULLIONS #14 x 3/4 • FH. SMS. (SAE GRADE 5 STEEL, MIN.) ALUM. MULLION (SEE MULLION N.O.A. UNDER SEPARATE APPROVAL) SEALANT %NCHOR SPACING REQUIREMENTS' SILL FRAME ANCHORS: LOCATE ANCHORS 5 1/2" FROM ENDS, AND 21 1/16" 0.C. MAX. (SINGLE ROW) .E ANCHORS: LOCATE ANCHORS 6" FROM ENDS, ONE ANCHOF. AT 4 3/4" ABOVE THE MEETING RAIL IE AND ONE ANCHOR 9" BELOW THE MEETING RAIL CENTER UPNE, AND 13 5/8" 0.C. MAX. (SINGLE ROW) HOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FRChi FRAME ENDS, IF REQUIRED. TO MAINTAIN ! SPACING BETWEEN ADJACENT ANCHORS. TYP. INSTALLATION INTO RECTANGULAR ALUMINUM TYPE MULLION MIN. WALL THICKNESS x.062" MIN. ALLOY =6063 -T5 #14 x 3/4" FH. SMS. (SAE GRADE 5 STEEL. MIN.) ALUM. MULLION (SEE MULLION N.0A. UNDER SEPARATE APPROVAL) SEALANT WINDOW WIDTH --r TYP. INSTALLATION INTO FLANGE ALUMINUM TYPE MULLION MIN. WALL THICKNESS =.062" MIN. ALLOY »6063 -T5 APPomed a°°mp< the Dar Tel i ., -a^L IOW Dada -- -- --.�.� of \ M_ 1 L = = • • • • • •• • •••••• • •••••• • • • • • •••• • •••• • ••• ► • • •••• •••••• • • '•• •• • • • • • • • • • • • •• • • •• • • •• • ■• •• • • 0 0 Z 3 0 0 Z W EE W • • -1.375 1 -- 0.062" .675' 3.042" 3.073' 0.062' CW 36763 FRAME HEAD SCALE: HALF SIZE 0.500' GW 36685 VENT TOP RAIL SCALE: HALF SIZE n 0 r 1.500' » 1 • 0 0.062' GW 31470 VENT STOP SCALE: HALF SIZE ITEM STEEL REINFORCEMENT CHANNEL (INTO THE VENT TOP—FULL LENGTH) (SCALE: FULL SIZE) - 3.245' - 3.141' 37731 IE SILL HALF SIZE 31445 .IE JAMB HALF SIZE 0.062' 36706 PING RAIL 0.500" 0.052" 0 0• •11 CP m 0 0.935' I— I -- 1.375' ----1 GW 37730 VENT BOTTOM RAIL n 0.062' " � --�{•- 0.688' I _1 `>o 0.062: o 'L . n n iI n PI �I 0.500' _1 I-� L --4 1.188' GW 31134 VENT JAMB STILE SCALE: HALF SIZE 0.500'-r--- -1 ' 8 III 0.062" --I 1-•-• I ITEM 90 19 -56 GLAZING BEAD ANGLE • 0 0 0 L_ ITEM STEEL REINFORCEMENT CHANNEL (INTO THE MEETING RAIL —FULL LENGTH) (SCALE: FULL SIZE) �{ I 0.250' ITEM ALUMINUM BAR-4" LONG (INTO THE MEETING RAIL AT EACH END) (cred c• ri II i c17F) • • • 1 Phil& Bali= tee 'L "! — C1,rflel • LNnvld,ti MVN By 1S BALLARD L. ARGUS, P.E. 84 r p . 91 TERRACE ON 33324 •• • • • • • 7182 .... • FLORIDA No.456i4,•CML • - _.•• • • •• •• •••••• • • • 4 • • • • •• • • • • • •• • • • - • IP• • • • • •••• •••• • • • •• • MECHANICAL INSPECTION TYPE INSPECTOR DATE Undgr A/C Pipe Slab condensate Slab Jenn -Aire Rough Duct Rough Pipe Exhaust Fan Rough Hood Rough Pool Heat Pump Fire Dampers Fireplace Vent Vacuum Pipe Rough Vacuum Pipe Final Equipment Anchor Suppression Test Tuct Detector Ventilation Pressure Test � Tin Cap FINAL STRUCTURAL INSPECTION TYPE INSPECTOR DATE Footing Columns / Poured Cells Tie Beam Rake Beam 2nd Floor Slab 2nd Floor Columns 2nd Floor Tie Beam Roof Sheating Wall Sheathing Floor Sheating Truss, Roof Truss, Floor Store Front Buck Lath Wn Pressure Test � Tin Cap Mop in Progress Tile In Progress PLUMBING INSPECTION TYPE INSPECTOR DATE Ground Rough Top Out 2nd Floor Rough 3rd Floor Rough Condensate Drainfield Suppression Test Septic Sewer Water Service L PTank Gas Rough Gas Final Irrigation Int: Ext: Well Interceptor Pressure Test Fire Sprinkler Final Pool Maindrain Pool Piping FINAL NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE STRUCTURAL INSPECTION TYPE Shingle in Progress Framing Insulation Drywall Sidewalk Driveway Form / Rock Storm Shutter Anchors Storm Shutter Final Patio / Deck Final Fence Final Pool Steel Pool / Patio Deck Screen Encl Final Pool Final Roof Final INSPECTOR DATE INSPECTIONf RECORD WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE FOR ALL INSPECTIONS io ELECTRICAL INSPECTION TYPE Temporary Pole Footer Grounding Slab Service Rough B. Alarm Prewire T.V. Prewire Intercom Prewire Phone Prewire B. Alarm Final T.V. Final Intercom Final Phone Final 30 Day Temp Power Pool Grounding Pool Slab NBPECIOR DATE FINAL FOR INSPECTIONS CALL 305 - 795 -2204 INSPECTION REQUESTS ARE ACCEPTED DURING THE HOURS OF 8:30 AM TO 3:30 PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY. CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT. REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305 - 795 -2204 1IWH3d ONId3A00 3AI1031O!!d H1IM JNIO1If19 AO 33V 1 NO al:PV3 NO O3IVDIaNI SV DNI IDVS 01 N I1SY. t313N311SWA NUM d 1 N33f1OSIA CONTRACTOR WDME PERMIT TYPE I) M pA DISPLAY THIS CARD ON FRONT OF JO ADDRESS E i ST" 1 NOIiW1:113N31d 1 3aVlnl 38 1711M N0LL3 dSNI ON �O SaOH131111 DNIMO11Oi 3H. AO 3N0 AB 80r 3H1 dO 1NOHI 13H1 "O a3AV1dSIa 38 ism aHVO 1I1/11H3d SIH1 �Im►tVrlll'I}IO"�IhPl�l'� “t oz o-° NIIfii 11Wk93d 30031 1360 ON11131PS 3A11331011d ..86 II ..81. 'NM „8tt MIAMI SHORES VILLAG BUILDING PERMIT OWNERnn 22nN VANE "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT" MIAMI SHORE ILLAGE BUILDING INSPECTION D PARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein ified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date. _/ '2 - �'� - - No. eti Registered Architect and /or Engineer _ Name and address of licensed contractor A' Location and legal descnp ion of lot to be built on: Lot ' _ er Block_ Q i Street and Number where work is to be done Owner's Name and Address State work to be done and purpose of building (by floors) STATE OF FLORIDA, COUNTY OF DADE. j Disapproved _ Date • (Signed) Council Approved Building Inspector Subdivision New Building Remodeling .vim Addition Repairs i Street_ and for no other purpose. No. of Stories To be constructed of C .r3 _ Kind of foundation � ■ �� ���- �i!t" -,__ Roof Coverin g Estimated Total cost of improvements $ /' 7L- t7: e9 a Amount of Permit $ Zone cubage required_ Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to____. _plan Cubage Size of Building Lot The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for in . tion on the sit" of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su ik to be performed underihis permit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No 1 C_ Date f � Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chainnan Member Member Member Member _ - Member Date Disapproved - Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.