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WINDOWS
yyi� 4\2sIo Miami Shores Village J � D'a-Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING r -a 8 NyTE- PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Ellect ical Owner's Name (Fee Simple Titleholder) Owner's_ Address l a t G L' f Cit State Tenant/Lessee Name City Miami Shores Village Architect/Engineer's Name (if applicable) Job Address (where the work is being done) r d 10 IQ) E I \ E_ i ; PC c , FOLIO / PARCEL # l � - = - US - `� Value of Work For this Permit $ c-11 5 ; S � n rz-' Type of Work: ❑Addition ❑Alteration Describe Work: Notary $ n Training/Education Fee $ Scanning $ 2 1- 00 Radon $ Bond $ Code Enforcement $ Structural Review. $ e?r(A (_ County Miami -Dade NO 1 ,"' Is Building Historically Designated YES Contractor's Company Name C Ql S,1 ; (;1„ l Phone # Contractor's Address 2' 7 S C�' 3 7 6 City f Y1,1.e S� c/ j Stat / e� G— Zip Qualifier Name /- b L Vi i" , Phone # State Certificate or Registration No. C C 0 0 L f 2 C_t DPBR $ Master Permit No. PI + ing Mechanical Roofing r zi, .. Phone# c:)L /`) - 1 0, - 28(o- `(��: )Eat Zip I Phone # Certificate of Competency No. Square / Linear Footage Of Work: o 1 ik `11arcuS • Permit No,`�� ,1 OZ) Phone # Zip I [New Repair/Replace Total Fee Now Due $ .290 - { 5 0 3 7 3 7 L / 0 ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ 2 4 0 CO /CC Q ' Technology Fee $ 6-50 Zoning $ Double Fee $ ` , h tam —iet , See Reverse side - ❑ Demolition S `- i PAID f 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 inspe ': which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n t be ap: oved and a r /inspection fee will be charged. (Revised 02/08/06) Signature NOTARY PUBLIC: APPLICATION APPROVED BY: Owner or Agent Contractor The foregoing i strument was acknowledged before me this The foregoing instrument was acknowledged before me this . .f 9 , day of'l'GI'1 ,2UGYa,by Mar wane l �ikh f , day of �`7er i 1 , C. r -t �.(.,,,,I �• who is personally known to me or who has produced F .D v . 1,., who is personally known to me or who has produced p Z 0 0 9-to b I V3 °lZ As identification and who did take an oath. as identification d who did take an oath. P Jocelyn A Fef¢ NOTARY PUBLIC•ST� OF FLORIDA NOTARY PUBLIC: x; ;.: MYCOMMISSIOPIS nntssrs elm Blamby Fils , , - � 4 = October a,, 2006 Commission # DD460039 t BONDED TNRU TROY FAIN INSURANCE INC Sign: v 1 ► r ices: DEC. 03, 29 Sign: t- - " C A - . 1' C • !� t 1 Print: My Commission Expires: glop. My Commission Expires: S ri � ) r e / r Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION jj ` _ i e-p PERMIT NO.JA)� O . . - /02-j TAX FOLIO NO. /) - ° 0500 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: I to ME Gil — j arra N Iiafn; Skores . 331 38 2. Description of improvement: ill nsi-e 11 Jrnpac_4- �e6; nct Come:lol, 5 3. Owner(s) name and address: anAa...14 Gtac1 !V��E t to q1 (�f(•�!� N i4m; Interest in property: Name and address of fee simple titleholder: ( 4. Contractor's ame and address: o�1 ��5� 2e�`7 S' w. e 3303(f STATE OF FLORCE) CUBljLL2:_a�P 5. Surety: (Payment bond required by owner from contrac t an y YPFY Mc! this 1s of Copy oPPh� r ma in this offi. on �,_z_ daY a9 Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notic 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. Expirati¢n dat�f this Notic differe �cj(ate is ecified t Signature o Owner Print Owne me Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 /\/) Gt rice (Le Sworn to and subscribed before me this I g a y of VkarcIN AD 20 hand end Official So,;l. Malt, nf f;r U Nq CO11/4 of Commencement: (the expiration date is 1 year from the date of recording unless a ' HA z ig A Blamby Fils Commission # DD460039 Expires: DEC. 03 2009 Banded Mid AtIAMI§ !aft c ,, Fite, 20 1/6_ 111111111111 111111111111111 111111111111111111 Prepared by CFN 2006R0426671 OR Sk 24446 Ps 4655; Ups) RECORDED 04/20/2006 15:08:07 HARVEY RUVIllp CLERK OF COURT MIAMI -DADE COUNTY FLORIDA LAST PAGE l T c' - - 141 , Cti s or other documents may be served as otecOS �GeiZ Address: 91/4( n eqs / X11, g3,j -? Permit Number: WS -4 -06 -1021 Invoice Number: WS -9 -06 -26118 Applicant: MARIANELA SMITH Company Name: Date Thursday, September 14, 2006 09/14/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Payment Type Check Number 3127 Owner Address: 1210 NE 91 TERR MIAMI SHORES, FL 33138• Job Address: 1210 91 Terrace Miami Shores Village, FL Amount $290.70 Change $0.00 Total Payment: $290.70 Page 1 of 1 Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department q:30 BUILDING CRITIQUE SHEET Permit No. Job Name Date 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Seri %T/4 ,c(xl� ,u's rze 2 S`- /;, i45‹ 4_40-2 -4 50/)‹r. ,4- fi/ 4 , / S3`o� /1'el Tke D N1• ie-O G i "WS -- OM atO 2- ea05 140A• r#,& Soixret f GO/A.1iZ)s P I / .4 in 24/- 0261 Necr . g.J2 ' � � (Q raacs crf62s 4e, ..- e.4-se G wsr 7i�& e4 / ii ftgr" f atgSSUaPs t) T /a /AAJs 4u/ rag A46)4 • - ate w s 4 1254646 . PERMIT #: I/U SO ( to — / 02, I, C ontractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: / 2/c) • From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RESUBMITTED DATE: efi Il(k RECEIPT DATE: qi t PERMIT CLEARK INITIAL: HOP- Li- Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 Miami Shores Village Building Department Iron 05106 BUILDING CRITIQUE SHEET -- 4 v U . sus `ie.� ` s 4% 6'44 4 n om, - cis diamwd t, 71149 0110411 porCUA , Atar sQ lbf Z 1 � C a),,Levolos to /1/4/ n 10 err rn-P—e--7. rAfress— i:te 2 /1Q'S s dies . °Ai r i- j /.9Af5 _. P I' eAe A4f/Xr VI Ale t47 ?eer faee.rStheV.S Q A) - TA /J /.ANs 4N / 7;1S /a4 .td ', aws 400( Lao Permit No. — 1 02 - Job Name 6M ; Date y /Y! /D 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 -� /424 2 7 xx,375 yV Ink • tn1N& 0e - 2 s:.ti.. 1-67 - 6° 0 �r .1�: if,pwtffC2- , C ucc,' P fiS0 VV L N eke � i Wiivou (/ 2G `-- �GC� Issue Date: 9/12/2006 Owner's Name: MARIANELA SMITH Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 1210 91 Contractor(s) Phone ROBERT SMITH CONSTRUCTION 786 - 237 -2428 Yes Primary Contractor Comments: NEW WINDOWS AND PATIO DOORS Additional Information Type of Work: WINDOWS No of Openings: 16 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. Miami Shores Village, FL Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $260.00 $21.00 $6.50 $290.70 Building Department File Copy Applicant Signa Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 10/17/2006 Invoice Number WS - 9 - 06 - 26118 Total: Permit Status: APPROVED Permit Number: WS -4 -06 -1021 Parcel #: 1132050010500 Block: Lot: Section: PB: Total Square Feet: 0 Total Valuation: $ 3,500.00 Re . uired Ins • ections Window Door Attachment Shutter Attachment Final Shutters Final Amt Due $290.70 Phone: - ?%' CIU /27 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. ANCHOR WIDOW /DOOR IA e r CI' s l 1 Ce' 5z-e:3 f _ 71f31---- • Insp : •••,. 1 / JA ctor Comments c^ � ° .,...%_ - I ' _: a P �,, e Q z � r � � © , d a o 0 , r i . a ' O& c, e ; 1 /' r D f �f� Y ( i 5 1 l� rill Failed � Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/18/2006 Inspector: Desharnis, George Owner: SMITH, MARIANELA Job Address: 1210 91 Terrace Miami Shores Village, FL Project: <NONE> Contractor: ROBERT SMITH CONSTRUCTION Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 FP it CIL Block: Phone Number Is Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Parcel Number 1132050010500 Lot: Phone: 786 - 237 -2428 Friday, September 15, 2006 7/a Page 1 of 2 Wind Pressure ps (psf) on Main Wind Force Resisting System (MWFRS) Load Case Zones Horizontal Pressures Vertical Pressures Overhangs A B C D E F G H EOH GOH 1 40.97 -21.22 27.18 -12.63 -49.20 -27.98 -34.22 -21.66 -68.87 -53.92 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SEA 37 2,;3 d � 1C� . "� WI N DO2 v2 -21 B Yo - 0- ....Sjrtplified Wind Load Design (Method 1) per ASCE 7 -02 STA1 F ANfl C.ni !MTV nt i Description: PICHA RESIDENCE Analysis by: E.A.LANDERS.P.E. V Cat Exp i l: RHt Ridge Height 11 ft' Eht Eave Height 9 ft Ht Mean Roof Height of Building 10.00 ft Theta Roof Angle 4.05 Deg L Length of Building (If Gabled roof, along Ridge) 50 ft B Width of Building (Perpendicular to Ridge) 56.5 ft Lambda Adjustment Factor for Building Height and Exposure Importance Factor a 10% of Least Horiz Dim or 0.4h, whichever is less 2a Length over which Zone A acts on Each Corner Notes: * ps = Lambda * 1 * ps30 www.mecaconsulting.com Basic Wind Speed Structural Category (I, II, III, and IV) Exposure Category (B, C, or D) Transverse r �� Longitudinal APPROVED 11 . BY _DATE i1 UtrEP7 SUBJECT TO COMPLIANCE iMTH i. VM: :: > , 146 mp I I C 1.21 1.00 4.00 ft 8.00 ft • • • • • •• • • • • •• •• • • • ES AND SFPULP Z:N ••. • • • •••• • •• • • • • • •••• •••• • • • •••• •••• ••• • • • • • • • • • •••• • • • • •••• • • • • • •• • •••• • • • • • •• • j;1 Page 1 of 2 • • • • Wind Pressure ps (psf) on Components and Cladding (C&C) "" Description Width (ft) Span (ft) Area (ft ^2) Zone Pressure Positive (psf)" NegatNlM WINDOW 5 #P 3 3.16 9.48 4 46.49 -6t726 7 #N 3 2 6.00 4 4.6.49 -S(7.36 f DOOR 2 #B,C 4 7 28.00 4 41.72 • • Notes: WINDO2 v2 -21 Simplified Wind Load Design (Method 1) per ASCE 7 -02 Description: PICHA RESIDENCE Analysis by: E.A.LANDERS.P.E. Gable Roof (0 <_ 7 °) Interior zones O End zones Double Click on any data entry line to receive a help Screen Zones 2H and 3H represent roof overhangs Zones 1, 2, and 3 represent the roof Zones 4 and 5 represent the walls Hip Roof (7° < 0 <_ 27 °) Gable Roof (7° < 0 5 45 °) 0 Comer Zones ... • • • .... • • • .. • • • .... • .... ... • • • .. • .... • • .. • • • .... • • • • • • • • • • • ... • www.mecaconsulting.com Page 2 of 2 • • • .• cz (A)14 v.1 AJ 3s? 74- Edward A. LANDERS, P.E. CONSULTING ENGINEERS QD f 7 • • ••• . • • ... .. .. • • • .. .. • • • • • • • • • • • • • • • • • .. • • • • 1 • • • ... • • • • 3/ • • • • • 7.• � • • ••• • • • • • • • • • • • • • • - _ -- __.__._,`• • • • • • • . 1 .#038398 o® (305)823 -3938 5?, 1's+' -2 3-3-< • • • • • ... .. U351OcLJ Cs3 J) / 1Qyr /A°)' 1 ? P t C . 1 + a kQS ( 12-04A C , I (5r—sr WIND LOADS WALL AREA 4 5 GCp ( +) 0.895 0.895 GCp ( -) -0.995 -1.190 PRESSURE (psf) 49.8 49.8 SUCTION (psf) -54.4 -63.4 EDWARD A. LANDERS, P.E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL 330/ ,: 5�•82a -3938 Copyright 2000 by Tondelli Engineering, P.A.: 'T'amta ;•Z'Sorida: . ....... . CUSTOMER : PICHA RESIDENCE JOB NUMBER : 1210 NE 91ST STREET, MIAMI SHORES, FLORIDA J /ATE : + 3/4/2006 DESCRIPTION WIND PRESSURES UNIT • • ••• • • • • • • • • • • • • • • • • • • • • WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * *;• • . • •• •• ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 39.4 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 4.0 FT Kz = 0.849 a 4 b . • •• • • • • • ••• •• qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 56.5 FT CORNER DISTANCE, a = 4.8 FT WIND LOADS WALL AREA 4 5 GCp ( +) 0.873 0.873 GCp ( -) -0.973 -1.145 PRESSURE (psf) 48.8 48.8 SUCTION (psf) -53.4 -61.4 EDWARD A. LANDERS, P E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL 3301 .:(165A23 Copyright 2000 by Tondelli Engineering, P.A.: • T'am�a ;•ZIorida • • • ••• • • • . ... CUSTOMER : PICHA RESIDENCE JOB NUMBER : 1210 NE 91ST STREET, MIAMI SHORES, FLORIDA • • DATE : • 3`412006 DESCRIPTION : WIND PRESSURES UNIT # 2 • : • • ' . • • ••• • • • • • • • • • • • • •• • ••• • • ••• • • • • WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * *;. . ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 52.7 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 4.0 FT a 4 b Kh = 0.849 Kz = 0.849 . . • •• ••• •• • • • • • •• • • • • • ••• •• qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 56.5 FT CORNER DISTANCE, a = 4.8 FT WIND LOADS WALL AREA 4 5 GCp ( +) 0.948 0.948 GCp ( -) -1.048 -1.297 PRESSURE (psf) 52.3 52.3 SUCTION (psf) -56.9 -68.4 EDWARD A. LANDERS, P.E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL 330x6 .: (305,1'823. - i83i' Copyright 2000 by Tondelli Engineering, P.A.�'Tam�a . ••••••• .... CUSTOMER : PICHA RESIDENCE JOB NUMBER : 1210 NE 91ST STREET, MIAMI SHORES, FLOR�DP� • €ME. : 3/ DESCRIPTION : WIND PRESSURES UNIT # J ' ' ' ' ' ' ' ' ' .. • • ••• . • • • • • • •. • . •• •••• . . ... . • • WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * * * COMPONENTS AND CLADDING * * :. .. ... .. • • ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 19.6 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 4.0 FT Kz = 0.849 a 4 b • .. • • • • . ••• •. qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 56.5 FT CORNER DISTANCE, a = 4.8 FT WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 54.7 54.7 SUCTION (psf) -59.3 -73.2 EDWARD A. LANDERS, P.E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL 33016 .: ( Q5f823• -A1rr Copyright 2000 by Tondelli Engineering, P.A.: Tamia4•'kortda; • • ••• • • • • ••• CUSTOMER : PICHA RESIDENCE JOB NUMBER : 1210 NE 91ST STREET, MIAMI SHORES, FLOREpA •HATE• : 0/.412006 DESCRIPTION : WIND PRESSURES UNIT # 4 • • • • • • ' ' ' ' . • .• • • • • . • • • • • • • • • • • • • • • • • • ••• • • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING ** •• •• WIND VELOCITY = 146 MPH •• • • • • • ••• ••• EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 9.8 FT2 MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 4.0 FT Kz = 0.849 a 4 b qh = 46.3 PSF qz = 46.3 PSF P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 56.5 FT CORNER DISTANCE, a = 4.8 FT WIND LOADS WALL AREA 4 5 GCp ( +) 0.948 0.948 GCp ( -) -1.048 -1.296 PRESSURE (psf) 52.3 52.3 SUCTION (psf) -56.9 -68.4 EDWARD A. LANDERS, P.E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL 3301c .; (` ?5.1$23r Copyright 2000 by Tondelli Engineering, P.A.��Tam�a�•orda; • • ••• • • • • ••• CUSTOMER : PICHA RESIDENCE JOB NUMBER : 1210 NE 91ST STREET, MIAMI SHORES, FLORIDA: • Dy,T£ • : .N4/2006 DESCRIPTION : WIND PRESSURES UNIT #(9 • • ••• • • • • • •. . . . .. •• •••• • • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 19.7 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 4.0 FT COMPONENTS AND CLADDING * *:. • Kh = 0.849 Kz = 0.849 a 4 b • • • • • • • • . • • • • • • • • • • • • • .. qh = 46.3 PSF qz = 46.3 PSF P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 56.5 FT CORNER DISTANCE, a = 4.8 FT WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 54.7 54.7 SUCTION (psf) -59.3 -73.2 • EDWARD A. LANDERS, P.E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL 33016 Copyright 2000 by Tondelli Engineering, P.A. T�m�a ;•J,br�,tia; • • ••• • • • • ••• CUSTOMER : PICHA RESIDENCE JOB NUMBER : 1210 NE 91ST STREET, WMI SHORES, FLORAA: •! tE : 3 %4/2006 DESCRIPTION . WIND PRESSURES UNIT # • • • • • • • • • • • •• . . ... • . . . . . . .. . . . .. .... • • ••• • • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING ** . • • • WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 6.6 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 4.0 FT Kh = 0.849 Kz = 0.849 a 4 b • • • •• • • • •• • • • • • • • • • • • •• qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 56.5 FT CORNER DISTANCE, a = 4.8 FT 1 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) LAJ - O l� --10)-1 . • ••• • • • •••• •••• • •••••• • ••• • ••••• • • •••••• •• • ••••• •• • ••••••• •••• MIAMI•DADE CQUNfY, FI.ORrgA METRO -DADE FLRGLER BI ICDkTa • 140 WEST FLAGLEVTREBT, MAE 1;602 MIAMI, FLORIDA 31f'.� -15t3 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• .. • • • • Pozzi Window Company 62845 Boyd Acres Road Bend, OR 97701 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted . by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Clad Wood Gliding Patio Dour APPROVAL DOCUMENT: Drawing No. S -2335, dated 02/07/03 with revision "2 ", dated 11/14/03, titled "Pozzi Impact Resistant Aluminum Clad Wood Gliding Patio Door", sheets 1 through 7 of 7, prepared by R.W. Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 tcrminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • .. • • • • • •. • • • • • • • • • • • • • .. • • • • • •.. •. NOA No 03- 0219.03 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 • TABLE OF CONTENTS SHEET # DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 GLAZING DETAILS 3 VERTICAL CROSS SECTION & FRAME CONSTRUCTION 4 HORIZONTAL CROSS SECTION 5 DOOR PANEL CONSTRUCTION 6 BILL OF MATERIALS & UNIT COMPONENTS 7 BILL OF MATERIALS & UNIT COMPONENTS • •• • • • • • .••• • •• • • • • • •••• • • • •• • • • • •• ••• • • •• • • • ••• •••• • •••• • • • • • • • • • •• • • •• ∎•_ • • • ••• • • • Ilk AM •• •••• POZZI WINDOW COMPANY ALUMIIdQI41 CLAD VVOOD'a LADING PATIO DOOR •••• IMPACT AP ?i?OVED •••• • • • • • • •• GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE "HVHZ" OF THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS SYSTEM DOFS NOT REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE. 5. DESIGN PRESSURE RATING SHOWN THIS PAGE: FOR DETAILED DESIGN PRESSURES WITH APPROPRIATE GLASS SPECIFICATIONS SEE TABLE 1 SHEET 2. 6. THIS PRODUCT MEETS WATER REQUIREMENTS FOR THE "HIGH VELOCITY HURRICANE ZONES ". 4 O 98.625 x 98.5" DESIGN PRESSURE POSITIVE +50.0 NEGATIVE -50.0 ti X O 74.625" x 98.5' DESIGN PRESSURE POSTTIVE +60.0 NEGATIVE - 60.0 X A O 62.625 "x 98.5" DESIGN PRESSURE POSITIVE + 60.0 NEGATIVE - 60.0 98.625" x 82.5' DESIGN PRESSURE POSITIVE +50.0 NEGATIVE - 50.0 98.625" MAX. O. A. FRAME WIDTH 74.625' x 82.5' DESIGN PRESSURE POSITIVE +60.0 NEGATIVE -60.0 "rte, _ 'J yF , , .. SEE ANCHORING NOTES SHTS. 3 & 4 0 62.625' x 82.5' DESIGN PRESSURE POSTITVE + 60.0 NEGATIVE - 60.0 0 a a ti a N Y m 0 O Z SREET 1 OF 7 are 2/7/03 SCALE: N. T. S. DWG. BY: TJH ax. er: RW 1.9.: S -2335 • • • ". TABLE 1 - GLAZING SPECIFICATIONS .. OPENING GLAZING DESCRIPTION D.L.O. MAX. SQ. FEET GLASS DP POS. DP NEG. UP TO 8'0" X 8'0° 5/8° LAMINATED GLASS 1/4" ANNEALED .100 UVEKOL -1/4 ANNEALED 41.1875" X 83.926" 24.00 SQ. FEET + 50.0 PSF - 50.0 PSF UP TO 6'0" X 8'0" 1/2" LAMINATED GLASS 3/16" ANNEALED -.100 UVEKOL 3/16 ANNEALED 29.175" X 83.926" 17.00 50. FEET + 60.0 PSF - 60.0 PSF UP TO 5'0 X 8'0° 1/2" LAMINATED GLASS 3/16 ANNEALED -.100 UVEKOL -3/16 ANNEALED 23.175" X 83.926" 13.50 SQ. FEET + 60.0 PSF - 60.0 PSF UP TO 8'0" X 6'6" 5/8" LAMINATED GLASS 1/4' ANNEALED -.100 UVEKOL -1/4 ANNEALED 41.1875" X 67.926" 19.42 5Q. FEET + 50.0 PSF - 50.0 PSF UP TO 6'0" X 6'8° 1/2" LAMINATED GLASS 3/16' ANNEALED -.100 UVEKOL -3/16" ANNEALED 29.175" X 67.926" 13.76 SO. FEET + 60.0 PSF - 60.0 PSF UP TO 5'0" X 6'8" 1/2" LAMINATED GLASS 3/16" ANNEALED -.t00 UVEKOL -3/16' ANNEALED 23.175" X 67.926" 10.93 SQ. FEET + 60.0 PSF - 60.0 PSF 1� • • • .• • • • • • •••. • • • • ••.. • • • • • • • • • .• • • • •• •• • • • .• • • • •••• • •••• • • • • ••• • • •• • • • • • •• •• • • • • •••• • 3/16" ANNEALED GLASS .100" UVEKOL 3/16" ANNEALED GLASS •••• • • •••• • J Z 0 z 0.50" MIN. GLASS BITE IMPACT RESISTANT GLAZING DETAIL 3/16" ANNEALED - UVEKOL - 3/16" ANNEALED z Y Z_ 0 F z Z 3 1/4" ANNEALED GLASS .100" UVEKOL / 1/4° ANNEALED GLASS J 0.50" MIN. GLASS BITE IMPACT RESISTANT GLAZING DETAIL 1/4" ANNEALED - UVEKOL - 1/4" ANNEALED cc a 0 w 0 L i a } m 0 0 z act 2/7/03 N.T.S. a:.0. HY TJH cm. ay: RW ONAKNO NO. S -2335 SHEET 2 OF 7 •• •• • • • • • • • • • • ••1 • • • •• •• • • SEE TOTE 2 SHT. 4 • • • • •••• • • .• • • • •••• • • •••• • •••• // .� �� _ • •• IEEE NOTE 1 SHT 3 t! e • 0 0 ••• EXTERIOR • •• • • • • • • • • •• •• • • •••• 8 . @ VERTICAL SECTION 3 OPTIONAL DRIPCAP • INTERIOR 41 SEE NOTE 2 SHT 3 .25 TYP. z In w Tv NOTE: HEAD BUMPER IS ATTACHED INTO SILL TRACK AND UP AGAINST THE SIDE JAMB. (68) ANCHORING NOTES: 1. HEAD JAMB MOUNTING SCREWS ARE LOCATED; 4.0" FROM EACH END, 3.0" AND 6.0" EACH SIDE OF MEETING STILES AND ONE ADDITIONAL ABOVE THE CENTER OF EACH DOOR. PANEL. 2. SILL MOUNTING SCREWS ARE LOCATED 4.0" FROM EACH END, 3.0" AND 6.0" EACH SIDE OF MEETING STILES AND ONE ADDITIONAL BELOW THE CENTER OF EACH DOOR PANEL. SILL GLIDING DOOR FRAME HEAD JAMB FRAME CONSTRUCTION: THE WOOD FRAME IS 4.5625" x 1.0938" PONDEROSA PINE. TI-10 FRAME METAL 5 1.800" x 1.660 x .060" WALL EXTRUDED ALUMINUM. THE FRAME METAL IS SNAPPED ONTO THE WOOD JAMB WITH A LAP JOINT AT THE HEAD CORNERS AND SEALED WITH SILICONE (1199 DOW CORNING). EACH HEAD CORNER IS FASTENED WITH (3) #8 x 2" FLT. HD. PHL SCREWS. AN ADDITIONAL #8 x 2" FLT. HD. PHL. SCREW IS APPLIED INTO THE SCREW BOSS OF THE ALUMINUM EXTRUSION AND A CORNER KEY .125" x 11/32" INTO THE SLOT OF THE ALUMINUM EXTRUSION TO COMPLETE THE CORNER. THE SILL IS ATTACHED WITH (3) #8 x 2 FLT. HD. PHL. SCREWS UP THROUGH THE SILL INTO THE SIDE JAMB. AN ADDITIONAL #8 x 2 FLT. HD. PHL. SCREW IS APPLIED UP THROUGH THE SIDE JAMB INTO THE SILL BASE AND A GASKET IS APPLIED BETWEEN THEM TO COMPLETE THE INSTALLATION. SIDE JAMB J 0z W 00 U 0 z DATE: 2/7/03 SAME N.T.S. DWG. ET: TJH cwx. BT: RW DRMYNG NO.: S - 2335 SHEEP 3 OF 7 0 rn • .• • • • • • •••• • • •••• • • ' •• ' •• • • • ••• • • •••• • •••• • • • •• • • • • • • • • • • •• • • • . •• • ••• • • ••• •• •• • • . • • •• • • •• • •••• •••• • • •••• •••• • • • • •• a • • • • • ri,L INTERIOR SEE NOTE 1 = �IP, SHT 4 �_ A rol ! L. • A t ■■■■■i.7 . _ TIP. ANCHORING NOTES' 1. SIDE JAMB MOUNTING SCREWS ARE LOCATED: 4.0" FROM EACH END WITH 5 MORE EQUALLY SPACED INBETWEEN. 2. THE NAILING FLANGES ARE AN OPTION AND ARE NOT CONSIDERED A STRUCTURAL COMPONENT. U O 0 0 FRAME SIZE O.S.M. ROUGH OPENING O.S.M. EXTFRIOR 0 HORIZONTAL CROSS SECTION 4 ANCHORING VIEW ONLY ONE SIDE OF THE JAMB IS SHOWN. OTHER SIDE IS SAME 1.33 MIN. .25 TYP. 4 gm 0 - oriardragerop SEE NOTE 1 SHT 4 SEE NOTE 2 SHT 4 M ti C•4 x j2 n 0 0 0 0 0 z z O ce DAIS: 2/7/03 SCALE N. T.S. 0720. BY: TJH OHN. 8Y: RW OR00OC NO.: S -2335 SHEET 4 OF 7 T • •• • • • • • •••• • •• • • • • • • • • •• • •• ••• • ••• • •• ••• • •••• • • .••• • •••• • • • •• .• • • 1•• • •• • •• •. • • • DETAIL "C" •••• • • •••• • • •• PANEL DOWELING SET —UP STILE HARDWARE DETAIL NOTE: PANELS ARE CONSTRUCTED OF MEETING STILES (4.625 x 1.71875), LOCK STILES (4.625 x 1.71875), TOP RAIL (4.625 x 1.71875), AND STANDARD BOTTOM RAIL (6.625 x 1.71875), OPTIONAL BOTTOM RAIL (10.25 x 1.71875). DOWELS ARE COATED WITH A WATER ACTIVATED ADHESIVE AND WATER IS APPLIED TO THE DOWELS PRIOR TO INSERTION INTO THE DOWEL HOLES. (SEE DETAIL "C ") STATIONARY MEETING STILE DETAIL "B" SEE SHEET 2 FOR DESIGN LOADS AND GLASS THICKNESS 'Z" CUP USED ON STATIONARY PANEL ONLY INTERLOCK SYSTEM & SILL DETAILS STEEL CAP f!% NOM Maud Approved i7wWi • ii1O Y1L'Mt, OPERATING MEETING STILE INTERLOCK W/S BULB (44) ON OPERATING SIDE ONLY. SILL BUMPER WRAPS OVER STEEL CAP ON SILL AND UP AGAINST SIDE JAMB. 15 0 0 N F 1- z 0 0 0 ce a 0 N Y 0] 0 0 Z DATE 2/7/03 SCALE N.T.S. OWG. eY: TJH cxx. er: RV✓ DRAWL40 NO.: S -2335 SHEET 5 ov 7 � LIST ITEM PART • • • GE SCRIN MATERIAL I CPO -208 NNEADUtB CLADDING - .6ENoAL1. (MODEM 1FNC.) 6083 -T5 ALLOI. • CP0 -108 000D HEAD JAMB - 1084 • • • T WESTERN TWEE ' • T CPD -107 r00 JAMB - LieLICc - _ • WESTERN PINE 4 9/9 • 1-•/8' ROOFING NAIL (11 GA) STEEL 5 AC-74. A1ZIE CORNER KEY : 2 1,A L . METALS) WESTERN POLE 0 • N/A • •0• EN • • - 7 N/A • ER(lIE TREATED 20 BUCK P.T. 9)000 8 N/A NOT USED - 9 $P13-329 WOOD CLASS STOP (UC13) - (&4C) WESTERN PINE 10 GPO -134 WOOD TOP RAIL - (BMC) WESTERN PONE 11 9/0. 1/4 EWE SHIM WOOD 12 CP0 -104 WOOD 10 1/4' BOTTOM RAIL - (BMC) WESTERN PONE 23 CP0 -204 10 1/4' BOTTOM RAE. CNADDN0 - (HGNESWELD) ALUMINUM 14 GPO -103 WOOD BORON RAE. - (BMC) WESTERN PONE 15 GPO -106 WOOD STILE - (BMC) WESTERN PONE 16 CPD -217 SIDE JAM CLADDING - .060 WALL (AN002O4G INC.) 6063 -15 ALUM. 17 18 GPO-272 GPO -203 TOP RAIL CLADDING - (HOMEST I0) BOITON RAE. CLADDING - (1IONE5HIELD) ALUNNUN ALU1.1041.19 19 GPD -216 STILE CLADDING - (HONE5HIELD) ALUMNI/II 20 CP5 -119 INTERIOR SIDE RLI£R - (9UG) WESTERN PONE 21 CP5 -114 INTERIOR HEAD STOP - (BMC) WESTERN PINE 22 CPD -212 EXTERIOR HEAD FILLER - .060 WALL (ANODIZING INC.) 6063 -T5 ALLAN. 23 GPO- 217 STILE EDGE CLADDING - (140NE5WELD) ALUNONUM 24 GPO -118 INTERIOR SIDE STOP - (BUG) WESTERN PINE 25 GP 5-30013 PULT9UDLU SILL BASE - (ADVANCED FIBER PRODUCTS) PVC 2G 095 -701 STATIONARY PANEL RISER - (ATP) PVC 27 CPO -111 551 INSERT - (CONNOLY) OAK 28 CPO- 116 FIXED PANEL FILLER - (BMC) WESTERN PINE 29 GPO-21191 HEAD TRACK - .060 WALL (ANODI2LNG INC.) 6063 -15 ALAN. 30 HIS -9603 ACTIVE 551:11-P0PN1 HARDWARE - (HOPPE) STAINLESS STEEL 31 N/A NOT 05E0 - 32 N/A ACTVE HANDLE SET & ESCUTCHEON PLATE - (HOPPE) COATED STEEL 33 N/A STRIKE PLATE - (HOPPE) COATED STEEL 34 N/A STATIONARY PANEL CUP STEEL 35 N/A HEM TRACK GIODE POST - (BRANDT) STEEL • •• • • • • • • • •• • • •• • • • • •••• • • • • •••• • • • • • • • • •• • •• • ••• • ••• • • • ••• • •••• • • ••• •• •• • • •• • • 0 DADE COUNTY SILL BASE 31 1.80 — p FRAME CLADDING 2 STATIONARY PANEL BLOCK CORNER KEY O GLASS STOP (UCB) 2 45/64 4.61 15 WOOD STILE 2 3/4 } Q INTERIOR SIDE FILLER 4 9/16 1 3/32 WOOD JAMB (HEAD) 4.60 25/32 _ { 7/16 21 INTERIOR HEAD STOP 10 TOP RAIL 4.57 3/4 —I 1— } 41/64 --I D 7/16 Z4 INTERIOR SIDE STOP 29 HEAD TRACK 1 15/32 . - 0 R.25 m 31/64 ° } Q SILL INSERT © DOOR GUIDE 3 TOP RAIL /STILE CLADDING L J .44 J OPTIONAL BOTTOM RAIL (10.25) 6.59 rum. App,,.d i15i lm L3 Rib : 11 L : 1 4 KOM GIGII•Y>IL #.. / tat i 3/32 0WOOD JAMB (SIDE) BOTTOM RAIL CLADDING 1_ r 39/64 4 9/16 BOTTOM RAIL OPTIONAL BOTTOM RAIL (10.25) 6.57 }— 2.31 0 0 0 34 STATIONARY PANEL CLIP 25/32 TI 2 17/32 EXTERIOR JAMB FILLER 23 EDGE CLADDING J 0 N S 5 0 0 CC w 0 O. 111 01 a m w 0 O Z SHEET 6 OF 7 DATE: 2/7/03 SCAL N. 216. BY: TJH CHIC. BY: RVY ORAWJ40 140: 5 -2335 : • hT�AL LIST ITEM PART f DESCRIPTION MATERIAL • 38 N /A• • •II•V.T RESISTANT IA *TgPG - (UC0 CHEM. CORP.) SEE SHEET 2 • 37 NJA • g-ON MHFA4JE•N IR9E•SRO (HEAD) - (SCH EGEL) POLY 38 N/A 0 -LAN WEATNERSTRV:4I )i (SCHLEGEL) POLY • 39 AC -, • 2 • Ii119741 - (ANODI•NG INC.) AL 6083 -15 ALL N. 40 N/A • F0 1II3 NNLINO flJJ Ge L 14E58URY) ' POLY I : 41 N/A 4 DOOR ROLLER SYSTO.1 PRIM STEEL 42 GPO -212 EXIEWOR 960 (ANODIC5 INC.) • 6063-15 ALUM. • 43 540 -302 IBERIACK - (INlEK) PVC 44 N/A • • IRIERL0CK WEATHE5TRIQ 7 NpLEGEL) POLY •45 GPO - 31 19 •5 4@i481 PANEL IN1ERLOCK BRJC6 - (BRANDY) PVC 46 GPD- l5 SSAUGRARY PANEL INTERLOCK TOP BLOCK - (BRANDY) PVC 47 CPO -309 OPERATING PANEL INTERLOCK BLOCK - (BRM'OT) PVC 48 GPD -320 OPERATING PANEL INTERLOCK TOP PAD - (DEf65) PVC 49 N/A THUMBTURN (HOPPE) COATED STEEL 50 N/A 11199 SEALANT (0099 CORNING) 5EN.ANT 51 N/A WEATHERSTRIP ANGLE - 9/5005. 495.E (A140013NG INC.) 6083 -T5 ALUM. 52 GPO -301 HEAD STOP ATTACHMENT STRIP - (01108) PVC 53 N/A STATIONARY PANEL RISER CAP - (BRANDT) NYLON 54 14/5 Q8 x 2 P.H.F.H. WOOD SCREW (CROWN FASTENERS) STEEL 55 N/A I' x 7/32' CROWN 15 GA. STAPLE - (STANLEY /BOSTICH) STEEL 56 N/A 88 x 1' P.H.F.H. S / STL (CROWN FASTENERS) STEEL 57 N/A 67 x 1' P.H.F.H. WOOD SCREW (CROWN FASTENERS) COATED STEEL 55 14/5 /10 x 2 1/2" P.H.F.H. WOOD SCREW (CROWN FASTENERS) STEEL 59 N/A /10 x 2 3/4" P.H.F.H. WOOD SCREW (CROWN FASTENERS) STEEL 80 14/4 3/16" x 2 -1/2' TAPC54 ANCHOR 51FEL 61 14/5 Q6 x 1 1/2" P.H.F.H. MR. (CROWN FASTENERS) STEEL 62 N/A 68 x 1 I /2" P.H.F.H. WOOD SCREW (CROWN FASTENERS) STEEL 63 N/A 18 GA. x 3/4" PIN NAIL - (STANLEY/BOSTICH) STEEL 64 N/A 1 1/4' x 1/8' CRN 18 GA. STAPLE - (STANLEY/805TICH) STEEL 85 N/A 1 1/4" x i/6" CRN 15 GA. STAPLE - (STANlEY/BOSTICH) STEEL 66 N/A 18 x I' 6.45.4.0. 5/615. (CROWN FASTENERS) STEEL 87 N/A 1/Y x 4' DOWEL (CH:CAGO DOWEL) WOOD 68 N/A 4" SILL BUMPER NYLON 69 N/A 4' HEAD BUMPER NYLON 70 N/A STATIONARY HEAD SUPPORT BLOCK WESTERN PINE 71 N/A Q7 0 1' P.H.F.H. 514.6. STEEL 72 N/A 18 X 3/4" P.F.H. 5.51S. STEEL { • • •.•. • •• •••• .•• • • ... . • •••• • • • •••• • • • • . •S • • 4.00 • • .44 -I 69 HEAD BUMPER ry I .37 00 38 WEATHERSTRIP (SIDE) 41 DOOR ROLLER .227 ® INTERLOCK W/S .371 40 I UJ -- @ADHESIVE W/S (HEAD) - , 1.24 r .40 43 INTERLOCK 4.00 R.38 58 SILL BUMPER • 1.15 .36 -I 45 INTERLOCK r . 39 6.24 1.52 -1 39 OPTIONAL DRIPCAP I- 1.20 -i O I-- 2.28 -I O 0 O 1- 1.22 -i BLOCK (STA) Eg rn INTERLOCK BLOCK (OPR) L_ As --i I-- .25 52 ATTACHMENT STRIP .43 4D OPTIONAL NAILFlN .46 - 1 fIIIn \,�I -- 'j .94 I _ • _L 48 INTERLOCK BLOCK (TOP)(STA) r 59/641 I-- 37/64 -WOOL PILE 51 WEATHERSTRIP ANGLE --H F- .62 30 HARDWARE 0 a n 0 N lu z 00 m ti LLI 33 0 CC w O a rD 0 N m Q O O z 0 K DATE: 2/7/03 SaLE. N. T.S. DWG. BY: TJH ay. Br: RW DRAWING NO.: S -2335 SHEET 7 OF 7 • • • • ••.• • • •• • • • • • MIA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: • • • • •• •• • • • • • • • • • • e-0 -- 10 2A • • • • ••• •••••• • ••••• • ••• • • • • ••• • • • • • • •••• 1I1A 1I- DADE.COUDITY, FLORIDA• ETRktADE F1sACiLA.R f3U:LF�i11ga . • .•• . . . • 140 WEST FLAQLERMIMI*, SU ere 16113 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • • • • • •• • • • • • ••• •• 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 "HR 710" Aluminum Horizontal Sliding Window— Non - Impact & Impact Resistant APPROVAL DOCUMENT: Drawing No. 4111, titled "Aluminum Horizontal Sliding Window ", sheets 1 hrough 5, prepared, signed and sealed by Robert L. Clark, P.E., dated 4/17/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact and Non- 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. This NOA revises NOA # 01- 0518.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0419.12 Expiration Date: July 30, 2006 Approval Date: May 23, 2002 Page I • • •.•► •• • • •••• •••• • •••• 000 AX II • • •• •• 1 • •••• • • •••• • • • •• •.•• • • •• • • • . • • 0 X • • • • J• • • • • • •••• • • •I • • 63. WINDOW WIDTH 48.000 53.125 60.000 68.000 72.000 74.000 NEG -55.5 -55.5 -55.5 -55.5 -55.5 -55.5 26 000 POS 55.0 55.0 55.0 55.0 55.0 55.0 • •• . • • • • 38.375 NEG POS -55.5 -55.5 55.5 -55.5 -55.5 -55.5 WINDOW HEIGHT 55.0 55.0 55.0 55.0 55.0 55.0 74.125 MAX LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16 " ANNEALED W/ DUPONT 457 SENTRY CLASS B. 3/16" HEAT STRENGTHENED W/ DUPONT 457 SENTRY GLASS 2.) CONFlGURATIONS: XO or OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 12.000 MAX. SPACING AT JAMBS: 12.000 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REF. TEST REPORT FTL -1821 DESIGN PRESSURE RATING FOR GLASS TYPE 8 - 3/16" H.S. W/ SENTRY GLASS ALL SIZES TO 74.125 WIDE x 63.000 HIGH COMPARATIVE ANALYSIS FOR: GLASS TYPE A - 3/16" A W/ SENTRY GLASS 50.625 NEG POS -55.5 -55.5 -53.2 -49.6 -47.3 -46.5 55.0 55.0 53.2 49.6 47.3 46.5 NEG -55.0 POS 55.0 63.000 NEG POS -55.5 -48.0 -41.1 -38.1 -38.7 -36.5 55.0 48.0 41.1 38.1 36.7 36.5 NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 FLANGE FRAME JAMB FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL GLAZING BEAD - 1/4" WINDLOAD ADAPTER FLANGE FRAME HEAD FLANGE FRAME SILL FRAME SILL ADAPTER SASH TOP & BOT RAIL SCREEN RETAINER 3/16" Annealed Glass 3/16" Anr,. Class w /Dupont 457 1/4" Tempered Gloss 1'x1 /2'x 3" OPEN CELL PAD 6 x 1.000 PH. PAN SMS 8 x .375 PHIL. P.H. TEK 8 x .500 PHIL. Fl SMS 18 x 1.000 PHIL. P.N. SMS SWEEP LATCH WEEP HOUSING WEEP Fi.AP ROLLER HOUSING BRASS WHEELS Wstp. - PILE \FINSEAL SILICON WEATHERSTRIP BULB VINYL Wstp., THIN WALL BULB VINYL ANTI -L1fT CHANNEL 1 "x3 /4 "x 1/4" OPEN CELL PAD Wstp., THICK WALL BULB VINYL NON- IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16 ANNEALED B. 3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: XO or OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 3 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 3 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REF. TEST REPORT FTL -1820 DESCRIPTION Robert L. Cior:. P.E. rE #.,3,12 Structural V. T- # 612225 612228 612229 612230 612234 612236 612237 612238 612239 612240 6532377 70250 70251 71092 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX VENDOR PPG. LOF lam. by Romog. Vericom PPG. LOF 76X 1 PPA MERCHANTS FASTENER 78X38PPT MERCHANTS FASTENER 7856A MERCHANTS FASTENER 781 PQA MERCHANTS FASTENER 71096 MIN. DIE CASTING MASTER TOOL MASTER TOOL MASTER TOOL 7BRWHL2 VINYL- TECH /P.G.T. 61062W SCHLEGEL CORP. DOW CORNING 62899 6TP249 6TP247 612244 6TP248 TEAM PLASTICS TEAM PLASTICS ALUMAX TEAM PLASTICS NON - IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: XO or OX 3.) DESIGN PRESSURE RATING: +55.5 P.S.F., -55.5 P.S.F. 4.) ANCHORS: MAX. 6 FROM EACH CORNER 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 12.000 MAX. SPACING AT JAMBS: 12.000 5.) SHUTTER REQUIREMENT :: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REF. TEST REPORT FTL -1819 Rev R 7 f ley rue: Series /Yodel: HS -710 4/16/02 /71 2 1 1 1 2 ScoN. NTS 3 ® each weephole 1 Anti -lift Channel 4 (Windlood Adapter 4 (Sweep Latches) 2 meet.roil 11 1/2 from ends 2 3( 2.25" from ends, 1 ® cen. 3 2.25" from ends, 1 11 cen. 1® ea. end of vent bottom 2 per Roller Housing. Vent top /bot. & meet. rail Vent jamb Glazing Bead (Sentry, 1/4') 1 (frame head ® vent midspon) 2 (165 ea end of meet. rail) Glazing Bead (3/16") ADO SENTRY GLASS C.A Revisions: orc,n tsy Dote: D.B. 1/13/97 Description: ELEVATION, IMPACT & NON- IMPACT OX ALUMINUM HORIZONTAL SLIDING WINDOW Sheet. QTY. /LOCATION 1 of 5 meal Desk Ptodan Division Drawing No. 4111 VENDOR# AF -12225 AF -12228 AF -12229 AF -12230 AF- 12234 AF- 12236 AF- 12237 AF- 12238 AF -12239 AF -12240 532377 PGT.214. XX 7 -M10 -250 7 -M10 -251 70312 FS7826 -187 899 TP -249 TP -247 AF -12244 TP -248 PRODUCT REVISED es complying with the FbnJs Balding Code Acceptors Na 0 LOff P.7L Expire/be 1p0 Rev: D s •••• • •••• • •••• • • 63.000 MAX • • • • •••• • • •••• • •••• • • •• • • • • • •••• 58.250 MAX DAYLIGHT OPENING ROUGH OPENING • +--• • • • • • • • ROUGH • • • • OPENING • 27, Td • •••• 2.710 VERTICAL SECTION .500 .500 •.• • r ' Iii' �• ill) Ts 2.094 57.000 MAX DAYLIGHT OPENING REFERENCE: FTL — 1819, FTL — 1820 & FTL —1821 ROUGH OPENING 1 2.784 CORNER DETAIL BUTT JOINT . 705 33.625 MAX © I DAYLIGHT OPENING GLAZING OPTION: 3/16 ANNEALED 3/16 HEAT STRENGTHENED OR TEMPERED Robert .. Clary, P.E. PE ;33712 Structural 2.643 74.125 MAX HORIZONTAL SECTION GLAZING OPTION: 3/16 ANNEALED W/ DUPONT 457 3/16 HEAT STRENGTHENED W/ DUPONT 457 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 33.625 MAX DAYLIGHT OPENING Roved By FK Revad By: FK Drawn By: D.B. rtrr. Saves /Yodel: HS - 710 Dote: 4/16/02 Date: 7/11/01 Dote: 1/13/97 Scab,. NTS .500 2.784 GLAZING OPTION: 1/4" TEMPERED Revisions: ADD GLAZING OPTIONS Revisions: Shoat: 2 of 5 ROUGH OPENING PRODUCT REVISED at complying with the Florida Baiding Code Avc ptaDR N °Q j,_- 11 , Expiration DaleliA7 2 LOCI. �sl C Dlvblon SECTIONS, IMPACT & NON— IMPACT ALUMINUM HORIZONTAL SLIDING WINDOW Orman No. 4111 Rev. D COMPARATIVE ANALYSIS FOR: GLASS: 1/4 TEMPERED NOTES: 1.) Numbers in ( 1 parentheses are quantity of anchors per side. FTL -1819 Window Height 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 50.625 (4) 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. neg • 4.) Numbers are for #12 screws or 1/4" Tapcons. neg 5.) (1) anchor 4" from each side of meeting rail is required. neg (Total of (2) anchors at each meeting rail.) neg Anchors 6" from each corner and as follows: 24109 • 1 Max. spacing at head & sill = 15.250" MAX. SIZE 66.67 Max. spacing at jambs = 12.500" 74.125 x 63.000 Window - 120.00 Window Height Width 68.67 26.0009) 38.375 (3) 50.62554) 63.000 (5) 66.67 - 120.00 neg pos neg pos neg pos neg pos 24.000 (4) - 190.00 66.70 - 190.00 66.70 - 190.00 66.70 - 190.00 66.70 26.500 (4) - 190.00 66.70 - 190.00 66.70 - 190.00 66.70 - 190.00 66.70 37.000 (4) - 190.00 66.70 - 190.00 66.70 - 172.10 66.70 - 132.50 66.70 48.000 (4) - 190.00 66.70 - 190.00 66.70 - 142.10 66.70 - 107.60 66.70 53.125 (6) - 155.30 66.70 - 155.20 66.70 - 132.80 66.70 - 99.70 66.70 60.000 (6) - 123.90 66.70 - 121.70 68.70 - 121.70 66.70 - 91.50 66.70 66.000 (6) - 105.30 66.70 - 100.60 66.70 - 100.60 66.70 -85.80 66.70 72.000 (6) -91.60 66.70 -84.50 66.70 -84.50 66.70 -81.30 66.70 74.000 (6) - 87.80 66.70 - 80.00 66.70 -80.00 66.70 -80.00 66.70 cSATPARATiVE ANALYSIS FOR: GLASS: 3/16 ANNEALED pauntheses are quantity of anchors per side. FTL -1820 Table ASTM E1300. Pressure. MAX. SIZE 74.125 x 63.000 NOTES:* • 1.) Numbe0 in4) • 2.) Negative DaigrINtads based on Comparative Analysis and Glass 3.) Positive D &s gn c ads based on Comparative Analysis and Water Test •••• • 4) Numbers are 1br #12 screws or 1/4" Tapcons. • • • • 5.) (1) anch5.4 * tom each side of meeting rail is required. • • • (Total of Irlthors at each meeting rail.) • • • Anchers4 tqp1 each corner and as follows: • •• Max. spacing at head & sill = 15.250" • • •: Val! spacing at jambs = 12.500" WinQpy • Wid1 • ••• Window Height 26.000424 38.375 (3) 50.625 (4) 63.00015) neg • loos neg pos neg pos neg pos 24109 • 1 - 120.08 66.67 - 120.00 66.67 - 120.00 66.67 - 120.00 68.67 2t% p . t) - 120.00 66.67 - 120.00 66.67 - 120.00 66.67 - 120.00 66.67 37.000 (4) - 120.00 66.67 - 120.00 66.67 - 107.10 66.67 -91.90 66.67 48.000 (4) - 120.00 66.67 -89.30 66.67 - 67.60 66.67 -57.20 57.20 53.125 (6) - 107.70 66.67 -80.30 66.67 -58.40 58.40 -48.00 48.00 60.000 (6) -85.90 66.67 -72.30 66.67 -53.20 53.20 -41.10 41.10 68.000 (6) - 73.10 66.67 -67.30 66.67 -49.60 49.60 - 38.10 38.10 72.000 (8) -63.50 63.50 -58.60 58.60 -47.30 47.30 -36.70 36.70 I 74.000 (6) -60.90 60.90 -55.50 55.50 -46.50 46.50 -36.50 36.50 COMPARATIVE ANALYSIS FOR: GLASS: 3/16 HEAT STRENGTHENED OR TEMPERED NOTES: 1.) Numbers in ( ) parentheses are quantity of anchors per side. FTL -1820 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #12 screws or 1/4" Tapcons. 5.) (1) anchor 4" from each side of meeting rail is required. (Total of (2) anchors at each meeting rail.) Anchors 6" from each corner and as follows: Max. spacing at head & sill = 15.250" MAX. SIZE Max spacing at jambs = 12.500" 74.125 x 63.000 Window Window Height Width 26.0002) 38.375,(3) 50.62514) 63.000 (5) neg j pos neg pos neg pos neg pos 24.000 (4) - 135.00 66.70 - 135.00 66.70 - 135.00 66.70 - 135.00 66.70 26.500 (4) - 135.00 66.70 - 135.00 66.70 - 135.00 66.70 - 135.00 66.70 37.000 (4) - 135.00 66.70 - 135.00 66.70 - 119.40 66.70 -91.90 66.70 48.000 (4) - 131.90 66.70 - 131.90 66.70 -98.60 66.70 -74.70 66.70 53.125 (6) - 107.70 66.70 - 107.70 66.70 -92.10 66.70 -69.20 66.70 60.000 (6) -85.90 66.70 - 84.40 66.70 -84.40 66.70 -63.50 63.50 66.000 (6) -73.10 66.70 -69.80 66.70 - 69.80 66.70 -59.60 59.60 72.000 (6) -63.50 63.50 -58.60 58.60 -58.60 58.60 -56.40 56.40 74.000 (6) -60.90 60.90 -55.50 55.50 -55.00 55.50 -55.00 55.00 • r I• • • • • • e • • • ••• • ••• •••• •••• • • ••• • •••• • •••• REFERENCE TEST REPORTS: FTL - 1819 & FTL - 1820 Robert L. Clark, P.E. FE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. fl 34275 P.O. BOX 1529 NOKOMIS. FL 34274 ReF By: RepkI By: Drown By: D.B. r '6/O2 5711/01 ' 1/13/97 Revision,: ADD3 /16 HS C.A. Revision,: PRODUCT REVISED u camptyiag with the Florida Raines Code Acceptance No 0 /S. t. Expiration Date A( 1 Dade product Division Description: COMPARATIVE ANALYSIS, NON- IMPACT ALUMINUM HORIZONTAL SLIDING WINDOW Serie, /Model: HS -710 Scale: NTS Sheet: 3 or 5 Drawing No. 41 11 Rev: D • • • • • •. F •• • • • • • • e •••1• •• , ••� I • •• i%4F .a • • •••• • •••• • • • • •.•••• • • • MI •••• • • •••• TYP. HEAD • • • • • • • • • • •• •• • • • � • •.I1 •, •1 TYP. SILL i /4" TAPCON SEE SPACING ON SHEET 1 1 x WOOD BUCK r .250 1 MAX. 1/4" TAPCON SEE SPACING ON SHEET 1 REFERENCE: FTL — 1819, FTL —1820 & FTL — 1821 2 x WOOD BUCK 1.250 JYP. y£AD TYP. SILL .250 MAX. 112 PANHEAD SEE SPACING ON SHEET 1 1.250 112 PANHEAD SEE SPACING ON SHEET 1 .250 MAX. 2 x WOOD BUCK Rabort L. Clar' <, P.E. PE 139712 $t, ur_tural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 TY P. JAM8 TYP, JAMB ANCHORAGE Tit1a: ALUMINUM HORIZONTAL SLIDING WINDOW Series/Model: HS -710 2 x WOOD BUCK -1.25 1.250 -{ 1 x WOOD BUCK Scale: NTS Shoat: 4 al 5 /12 PANHEAD SEE SPACING ON SHEET 1 1/4" TAPCON SEE SPACING ON SHEET 1 PRODUCT REVISED ex complying with ate Florida Raiding Code Acceptance Ho o d • OVI 9. / 2 Ecplretion Date b Drawing No. 4111 Rev: • • • • • • e•••• 0000 • •� • • • • • • •••• •••• •••• • •••• •• • • • 2.84 • • • • • • •• .705 • ••, 062 • •• •••$ • •• •••• • •••• ; 1 1 .737 •••• FLANGE FRAME 6063 —T5 ALUM. .678 1 n 0 1 /4 " GLAZING BEAD 1.057 0 FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE: FTL - 1819, FTL - 1820 & FTL -1821 1 .062 -- 1111- -- .723 .688 0 WIND LOAD ADAPTER 6063 —T5 ALUM. 1.349 6063 —T5 ALUM. 0 FIXED MEETING RAIL 6063 —T5 ALUM. CO SASH TOP & BOTTOM RAIL 1.373 1 .062 1.187 1.081 •= 0 SASH TOP RAIL 6063 —T5 ALUM. Rohdrt L. Clark, P.E. PE ;39712 Structural .062 1.273 I� 2.710 �{ FLANGE FRAME HEAD 6063 —T5 ALUM. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS. FL 34274 Rend 9y: ae FK Drown By: D.B. rtM. Send, /Model: HS -710 1.349 F- 12. 291 } 1.970 0 SASH BOTTOM RAIL 6063 —T5 ALUM. .062 - • -II- - 1.122 I I { 2.710 - -•-i ® FLANGE FRAME SILL 6063 —T5 ALUM. 416/02 NO CNG THIS SHT 2.094 Description: EXTRUSION PROFILES 9711/01 Dote '1/13/9 Revision,: PRODUCT REVISED as complying mitt, the FlorWa Belding Code Acceptance Nu_ Expiration Date 7�t.. se. semi ALUMINUM HORIZONTAL SLIDING WINDOW Score: NTS Sheet: 5 of 5 Oro wing 4111 Rev: D BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045-8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state aad following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1224.02 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• MIAMI.DADE cOUNIV FLOVI A • • • METFRIO -NpBFLAOL:'R 31 LI I {G : • • 140 WESTIXAGLtR S7FFLE1',.SIJITE' • • MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375-2908 •• • • • •• ••• •• • • • • • • • •• • • • • • ••. •• NOA Nn 03. 11.x)2 Expiration Date: May 22, 241118 Approval Date: Octobtia 9, 2003 ?age 1 • • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • ••• • • • • • • • • • ••••••• • • • • • ••• • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISEID•Pt (1) L,IR"E OF 1i&" •• ANNEALED GLASS AND (1) LITE OF 1;8: I -THAT STIRENG5 ;iNED GLASS W/ AN .090 INNER LAYER OF SdLUiIA ©R bLP 1 VB. 3. 5/10" LAMINATED GLASS COMPRISED OF (2) LITES CF 1/8" HEAT STRENGTHENED GLASS W/ AN .070:` R ' E OF • ••••••••• • SOLUTIA OR DUPONT PUB. C. 7716" LAMINATED GLASS COMPRISED tF (13 LriE CP3/1e,3" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DLPONT PV3. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF ;2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, X0, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST FRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. F • - - SHEET 4. F. FOR a z a "XOX" & "0" CONFIGURATIONS SEE SHEETS. G. FOR i- "XOX" & "XO" OR "OX' CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL •`_::'!S: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN CN FIXED _ITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY EE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 ANC FTL -3729 • • — I' •• 1 4 x 1 4 x CONFIGURATIONS OPTIONS 1:24t Visibly Better 3 3 X o .1 3 X of x X S•,1•MHocM. CA -740 scor: NTS 0 X UNEQUAL LITES 0 UNEQUAL LITES 0 x UNEQUAL LITES Da sC.7ph02 NOTES AND TABLE OF CONTENTS rlac ALUMINUM CASEMENT WVINDOVY, IMPACT Sheet 'Drawing Pio. 1 « 12 7045 -8 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS...... 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS ... 9 CORNER CONSTRUCTION 1 0 EXTRUSION PROFILES .... 1 0 - PARTS LIST 11 ANCHORAGE 12 Rar C PRODUCT REVISED os complying with the Florida Raiding Code Acceptance No E • iratioa Datc By //or 1�!' Miami DMA " a PredretC 08 ( <;= ./ Z .# .7% J Luce* A Turner, P.E. PE 1156201 Mechanical Date: 3/17/03 Dates 3/25/03 Revsd By. F.K. R. vac/ B F.K. Rcvatl By Ode. Revisions: A Re visions' B Revisions: C Dra•n BY Oat•: Chocked By.' Dana F.K. 12/17/02 REVISE ANCHORAGE NOTE 4 ADD 1 3/16" I.G. & MOVE GLAZING DETAILS TO StiEET 2 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 1/8" ANNEALED GLASS .090 $QL'tJTjA QE233 PVE INNER LAYER • • • ••• • • • I-°- 118 "'HEAT'ST`FRENGTI -iltNED GLASS • , • r • • • • • • •Y • • • • • • • ••• • • • • [ " NOM. • •• . f`-�1� E. TE •• • • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS • . ' •• • • • • 7116" LAMINATED GLAZING DETAIL .C90 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT 1- STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE f 3/8" AIR SPACE 13/13" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE PRODUCT REVISED as o napis:ng nit% the Florida Raiding Code Acceptance No Es "ration Date By Miami + • Di Product Control 02 Revsd By. F.K. R•vad 0y. F.K. Reread By: Drawn 9y. F.K. Date: 3/25/03 Data 7/10/03 Dste. Dst•: 03/25/03 Revision: B Revision: C Revisions. Chocked 9y: REDRAW GLAZING DETAILS & ADD 13/16' 1.G. NO G -L4NGE THIS SHEET Deer: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 EN--;air Visibly Better D•earpeon: GLAZING DETAILS Tye ALUMINUM CASEMENT WINDOW, IMPACT t:er:eemociet: CA -745 so ew !Sheet IDewring No. NTS 2 of 12 7045 -8 Rev • c Lucas A. Tumor, P.E. PE 58201 Mechanical