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WS-05-1279DAVID RAHAMIN Wednesday, April 23, 2008 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 Project Address . ......... .. 9317 NE 9 Avenue Miami Shores Village, FL 33138- Contractor(s) HOME OWNER Phone CeII Phone Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $5.00 $200.00 $9.00 $5.00 $221.40 Authorized Signature : Owner / Applicant / Contractor / Agent Building Department Copy ....................... ..... ................... ....................... ........................ ....................... 10401.4.0 n Do Expiration:10/ 0/2008 Parcel Number Applicant 1132060010070 Block: Lot: Total $ 0.00 $ 0.00 Payment Type : Amt Paid 1 Amt Due $ 0.00 5441in OE 2 3 PAID Valuation: Total Sq Feet: Type of Work: IMPACT WINDOWS No of Openings: 10 Additional Info: Classification: Residential DAVID RAHAMIN Owner information Address Phone CeII 9317 NE 9 AVE (305)756 -9334 MIAMI SHORES VILLAGE FL 33138 $ 2,500.00 0 Available Inspections: 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 . April 23, 2008 Date 1 Inspection Type : Final 1 REPLACE HURRICANE DAMAGED JELOUSLY WINDOWNS WITH INPACT WINDOWS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP -3660. No access to home, no one home available for inspection 4/29/08 CG. cc Failed 01 �i.i s /7V-6K /4 Wec e-c_ S+A- Correction /° Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspect'on Date: 11/04/2008 Inspector: Bruhn, Norman Owner: RAHAMIN, DAVID Job Address: 9317 9 Avenue NE Project: <NONE> Contrar:or: HOME OWNER Building Department Comments Monday, November 3, 2008 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NV 05 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)756 -9334 Parcel Number 1132060010070 Lot: Page 2 of 2 REPLACE HURRICANE DAMAGED JELOUSLY WINDOWNS WITH INPACT WINDOWS Passed Inspector Comments cc W6 ( V.0 0,44. k� ��� c S_ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 04/29/2008 Inspector: Grande, Claudio Owner: RAHAMIN, DAVID Job Address: 9317 9 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Wednesday, April 23, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 APR 30 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)756 -9334 Parcel Number 1132060010070 Lot: Page 1 of 2 ,rte+ Miami Shores Village Building Department 2,/3 /Of= 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1 a z PM Tel: (305) 7952204 Fax: 305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 $ Value of Work For this Permit (Continued on opposite side) Architect/Engineer's Name (if applicable) Total Fee Now Due $ 2 • 40 Type of Work: EjAddition / .ElAlteration Describe Work: Q (/t,09Lt ALA..i& (A) ( .M p -c+ v44 Ni .>-3 5 knr—1 l En DEC 2.n265 Permit No. \kJS Master Permit No. Permit Type (circler Building Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) lAc J t.5 l M'N/ Phone # 4 7 - '7 9 3 3 j Owner's Address °I3 1 NE q ,3 t ( CityjVl IA-A,- S L 9- i State F t Tenant/Lessee Name 614 Job Address (where the work is being done) °t 3 17 Electrical zip 831 3 W Phone # el /Pr City Miami Shores Village County Miami -Dade Zip , ?313 Is Building Historically Designated YES NO X Contractor's Company Name (�w wl ' (k t Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. DNew -0 4 C . Q9 k. Phone # Square Footage Of Work: er RepairlRepl ice ❑ Demolition J ooms, GOtN OL4I ............................ .. Submittal Fee $ Permit Fee $ � �_r 0 n 0 CCF $ I. SO CO /CC Notary �° Training/Education Fee $ va Technology Fee $ S - 00 Scanning $ q - 00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Owner or Agent Contractor The foregoing instrument was acknowledged before me this The The foregoing instrument was acknowledged before me this day of PCC , 20 65, by _�� o+ kfd Iti til , l 14 , day of , 20 by who is personally known to me or who has roduced / �° p �/► �l �tLl Sl' /C 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 P :LIC-r Bonding Company's Name (if applicable) 4- , . Bonding Company's Address , City State Zip Mortgage Lender's Name (if applicable) CV IA 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 AleFIDAVIT: 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 on which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspec • ill of be ' , proved and a reinspection fee will be charged Signature ! Signature My Commission Expires: ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** , * ** APPLICATION APPROVED BY: Chc 05/13/03 Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning c OWNER BUILDER DISCLOSURE .STATEMENT Y Located at: 0 (31 7 (v E q &.; - Legally described as OA M t t , (�➢ t P I C �' 5 �� 2 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),4nd I have read and understand the following disclosure Statement, which entitles me to' *ink as my own contractor, T further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that 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 or a farm out - building. ' You may also build or improve a commercial building at a cost of 525,000.00 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 completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have Iicenses 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- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. Tlie foregoing instrument Was acknowledged before me this P day of 1) , 20 05 By "Nvid 1441t who is personally known to me or who has Produced as identification and who did take an oath. \TILLAGE OF MIAMI SHORES BUILDING DEPARTMENT being the legal property owner, for the property DISCLOSURE STATEMENT ziar arro/ MONICAUSSETH DIAZ MY COMMISSION # DD 483995 EXPIRES: October 20, 2009 gelded Thro Notary Public Undetwdters /61 ace, ti Miami Shores Village BUILDING CRITIQUE SHEET U G Ved Z -rs .614. W > Building Department 1 OV r 4 444 lef-d2 / ,, Tio:1) AZY D 444 IPA» A r� / , /� �.V ice Aips 4 6,4- e •v 4)1.0 .04 Ai jc)J /a-4 dite,u iN /14-g A ixtotO Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 430 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. OS -- 6 5 ' Z 2.77 Job Name 44 Date 6 •)-13-2/Or' &Ivor t�ih/tOti4[S 0 1 tt--t scg pI • • • • • .. .. • • • • • • • • . • • 3 • • iLa, i Sli relSiUding Department 4 • oveh*Cbedufe / Com arison Address: P % \ lk) bu.)% AA( i 'i : � .. m �' 1:!i ruin 1111M 111111111t MIVIWASiTki.1 OIL INT MANI M'AT l U Nil Li" NMI :. y, E'''M - F -- iiMINNI N nodact A 317 N q Ave. Permit No. 0 05 - a »7 a:. 2111 :{sonar ' 4 MMus ,, wood lm 1111111111E-IIM MM. 1 J 6971W Sunrise Blvd. Suite 104 Plantation - Florida - 33313 Tel: (954) 585-0304 Pager: (954) 209-8591 Fax: (954) 585-0305 Email: Engco@AOL.com Wind Load Calculation for Components and Cladding under ASCE-798 - Florida Building Code Buildings with MRH<= 60' (MRH=Mean Roof Height) Building Mean Height 12.00 Feet Cladding Elevation 12.00 Feet Minimum Width Roof Slope Import. Factor ( I ) 1.00 Category I - 0.77 Category II - 1.0 Category III & IV - 1.15 - Reference: table 6-1 ASCE-7 98) Basic Wind Speed 146 mph ( Fig. 6-1 ASCE-7 98 ) Exposure C a Zg Reference: section 6.5.6 9.5 900 Open terrain with scattered obstructions height less than 30ft. Open country , grasslands and shorelines in hurricane prone regions Building Type Enclosed Enclosed, Open, Partially Enclosed - Reference: section 6.5.9) Kd - Table 6-6 Kz -TabIe6-5 0.85 Kh - Table 6-5 !:Kzt - Fig. 6-2 - Section 6.5.7 Velocity Pressure (qz) 39.37 Psf Velocity Pressure (qh) 39.37 Psf Tributary Area GCpi ( Int. Pressure ) GCp ( Ext. Pressure ) Fig. 6-5A Walls ( h<=60' ) Wind load Psf zone 4 ENGCO, inc. Engineering Services - CA 8116 43.00 Feet 0.85 0.85 Use of .85 for Load Combination w/out increased Allowable Stress 0.85 1.00 To be used when H >= 15' 10 0.18 :1 -0.18 zone 4 (+) 1.00 zone 5 (+) 1.00 positive negative Psf Psf 46.5 -50.4 Dade County zone 4 (-) -1.10 zone 5 (-) -1.40 zone 5 46.5 -62.2 ii End zone (a) 52 INCHES Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. !:Also (a) must not be less than either 4% of the least dimension or 3 feet. REF.#: w06-46 Contractor: David Rahamin 9317 NE 9 Avenue Job: David Rahamin 9317 NE 9 Avenue Design by: Pedro De Figueiredo - PE 62606 • A *A ArIVO '0 • • 00 000 SO • ••• • • • • 00 • • • • • • OS • ALL OPENINGS ARE PROTECTED qz=0.00256 Kz Kzt Kd V^2 . I qh=0.00256. Kh . Kzt. Kd . VA2 . I Reference: Table 6-7 Miami Shores, FI - 3343 • • • W A • A • • • •0 • • 000 Miami Shores, FI 33138 • • 0•• • • • • •• •0 • • • OS •0 • • • • • • • • • • • • • • • ate:* •1/5//006 • • • 0 'OA O. A. A • • Sheet 1 OF 1 Roof Slope Reduction Factor 1.00 Zone 5 for units located less than 52" from building comers ENGCO INC HAS NOT VISIT THE JOB SITE, WIND LOAD BASED ON CONTRACTOR INFORMATION THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. • • • ••• 0 0 • • W•A • • •• • •0 • • • • • • • • OS • • • • • • 0. • S. • • • • • ••O • • JAN 0 5 2006 a2a c1. I 2 9, 70 3 cc, ,t/C . (NA On 2 s - `f�cGFj 7 /f SoP1. ,4LT ,Qo \ 9 p vP k lat F1/° 1 /2 " / jOc01 ) is ' tatuy h 75' NO' 11 ✓ ! ti ., • L._ c ,4 oni �1IT V44{w N h n um 191E SKIM nmc uarnot ii irlA{. Luna SV:AI. OF MOMMA 1.3eLVIED SII{%'EVoo .Mta MAPPn Fr/- 2" A BOUNDARY SURVEY 1 tsetse, coney tea the ware~ tepee- sensed hereon awes the nmwwwn whence stewards we fonts by the lewd at Land Swre,on to diaper 61CZ74 Merida , ldwawatrat ee Coe powwow te S ailm OtZOa Fis Swwna Tbw sae ne enaeed+wnwa. eseiteps. eaawtettn appearing an the Pl. oihwr ,g em as Jmem hero. // ..... R r! /AnaeYAeelaet ( 7'7 This property described as: Lot 7 , MARILYN HEIGHTS, according to the Plat thereof, as recorded in Plat Book 41, Page 8 of the Public Records of Miami -Dade County, Florida. BEALE. SMITH #5238 Page 102 PROPERTY OF: Rahamin, David, 9317 N.E. 9th AV'enue, Miami Shores, Florida 33138 LANNES AND (sARCIA. INC. l..li. R 209m - s 1 RV E:YOKS- MAPPER,~ -t.A.ND I'L NNF RS C )flier adder .159 Meant .Arcmee. Coral Gables. )Sande 131.31 iiSS1 06111.7 9 119 t95.1) S234e114.1 DRAWN RY DRWC. NO dm 157996 Metal ` Interior side Exterior side ctivc cam t Rahamin Mont signaturee Model: DOUBLE DOOR Mark Qty. Width � Hight 5wlr j o� t2aio5 Sod= P.m r�^,.nrn ? c�� t rl I�LIII�l C raw p e &aprasen9a17re 1 1 - 1l.L.V. L.4 A ! _ w_ I I I've SSCesiautii$ 01 of 03 SABANA WINDOWS www.sabanaw ndoapa.00m E mall :sabana1Cbe➢souih teL Phone: 305.825.1O48 Fax: 305.825.3805 Product appromie: by SABANA WINDOWS OU W NC ?'CO0 C."SedDIF II1NDCWS — IMPACT RESISTANT — No 02- 0828.04 EXPIRES : 10/07/2007 OUTSYING FRENCH DGOR— IMPACT RESISTANT -- :20. 02- 0828.05 EXPIRES : 10/07/2007 (1) PAM' o AIL rDCs ERI OI Sikkens 009+009+009 Brickmolding 314 "x1 1/2" Traditional Sabana Cremones 1/2" Impact Glass clear /clear Comments: SReet: MI of 03 INTERIOR SIDE ( e XTERIO2 SIDE 4 70'1 5ilecone k R � 1 INTERIOR 513E EXTERIOR SITE 5/ (2) TIP PANEL DE - r i Silicone 4 7/8" /8" (5) THRESHOLD EXTERIOR SIB'. 'SABANA WINDOWS I wwvv.sabanawhtdcwecam E -ma11: sahsuna1 @bellsoulh.nat Rom 305.8251048 Fax: 305.825.380S • 1 Glass I /2` thick 3/4" I r /8n Mot Rahamhn risolust. aopray.3 - by SABANA WINDOWS OUTSWING WOO CASEM FT WIDOWS — IMPACT RESISTANT — No. 02- 082804 EXPIRES : 10/07/2097 COWING FRENCH DOOR—IMPACT RESISTANT — Nu. 02- 082&05 EXPIRES : 10/Q7/2007 Model: DETAILS 01/03 DETAILS 02/03 Mark , i 1 Width H r... ight j Swing Kitchen North I 33 112° 35" 1 Double Living room 1 72" 4b 1/2" 1 Doift-il.c.: Kitchen South 1 r 34' 3G' _Voluble ' pt: 4b 1/r2 front 1 ? 1 Maater ...dni I I- 1 34u. I/2" .- -111.711Fgte- i 2 1 5" Interior side a Width Acti e Height 1 Exterior side 1 11 ■ • • •- - ■ -■ ISABANA WL\TDOWSI enni.eabanawindows.coni EITI 0011011100011soulh.net Phone: 305.&25.1e45 - Fan: 305.825.3805 Meat: Rahaml n Client signature: Moth* DOUBLE DOOR Product approvals: by SABANA WINDOWS CtiiNwtrat, CASPari LOWS - IMPACT RESISTANT - No. 02-0828.114 EXPIRES : 10/07/2007 OUTSWING FRENCii DOOR RES1S1ANT - No. o2-0828..o5 EXPIRES : 10/07/2007 Data: I Scale: 06/27105 Dross= 1 F.eint•seohrlive. s r• _Malts: 1 1 7 Cake, CellAsill tie 7 1 112mIt' 02°103 4 - BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MAKI METRO -DADE . G �i' B I r• G 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375 -2908 Sabana Windows, Inc. 6157 NW 167 Street Miami Lakes, FL 33015 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: Mahogany Impact Glazing Fixed Window APPROVAL DOCUMENT: Drawing No. 04-035, dated 02/07/04, titled "Mahogany Impact Glazing Fixed Window ", sheets 1 through 7 of 7, prepared by Eng Co Inc., signed and sealed by Pedro De Figueiredo, P.E., bearing the Miami -Dade County Product Control Approval 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 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages El and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 04- 0225.03 Expiration Date: April 22, 2009 Approval Date: April 22, 2004 Page 1 Sabana Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWING 1. Manufacturer's die drawings and sections. 2. Drawing No. 04 -035, dated 02/07/04, titled "Mahogany Impact Glazing Fixed Window ", sheets 1 through 7 of 7, prepared by Engco, Inc., signed and sealed by Pedro De Figuerido, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. along with marked-up drawing of two specimens of a series mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No HETI -03- 1326, dated 06/30/03, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Test reports on 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. along with marked -up drawing of mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No. HETI- 03- 1828A, dated 07/01/03, signed and sealed by Rafael E. Droz -Seda, P.E. 3. Test reports on 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. along with marked -up drawing of mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No. HETI- 03- 1828B, dated 07/01/03, signed and sealed by Rafael E. Droz -Seda, P.E. 4. Test reports on 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. along with marked -up drawing of mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No. HETI- 03- 1828C, dated 07/01/03, signed and sealed by Rafael E. Droz -Seda, P.E. 5.. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94. along with marked -up drawing of mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No. HETI -03 -1851, dated 09/11/03, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94. along with marked -up drawing of mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No. HETI -03 -1852, dated 09/11/03, signed and sealed by Rafael E. Droz -Seda, P.E. E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0225.03 Expiration Date: April 22, 2009 Approval Date: April 22, 2004 Sabana Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. Test reports on 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. along with marked -up drawing of mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No. HETI -03 -1853, dated 09/11/03, signed and sealed by Rafael E. Droz -Seda, P.E. 8. Test reports on 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. along with marked -up drawing of mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No. HETI -03 -1854, dated 09/11/03, signed and sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor Calculations ASTM- E1300, and structural analysis prepared by ENGCO, Inc., dated 02/12/04, singed and sealed by Pedro De Figuerierdo, P.E.. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. STATEMENTS 1. Statement letter of conformance, dated 02/12/04, singed and sealed by Pedro De Figuerierdo, P.E. 2. Statement letter of no financial interest, dated 02/23/04, signed by James A. Abravaya F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0916.02, issued to Nebula Glass International Inc. for "Glasslam Safety- Plus Laminated Glass ", dated 10/23/03 expiring on 09/09/08. G. OTHERS 1. Letter from the consultant stating that the product is compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04-0225.03 Expiration Date: April 22, 2009 Approval Date: April 22, 2004 INDEX: SHEET 1 of 7 - GENERAL NOTES AND TYPICAL ELEVATIONS SHEET 2 of 7.- ELLIPTICAL FIXED WINDOW SHEET 3 of 7 - ARCH FIXED WINDOW SHEET 4 of 7 - RECTANGULAR FIXED WINDOW SHEET 5 of 7 - DOUBLE FIXED FIXED WINDOW SHEET 6 of 7 - GLAZING DETAILS SHEET 7 of 7 - WINDOW COMPONENTS & BILL OF MATERIAL GENERAL NOTES: 1- CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 EDITION - (HIGH VELOCITY SECTION), 2- DEFINITION: THIS PRODUCT IS A MAHOGANY WOOD FIXED TYPE WINDOW WITH LARGE MISSILE IMPACT RESISTANT LAMINATED GLASS, 3- POSTINGi 'MAHOGANY FIXED WINDOW - LARGE MISSILE IMPACT SABANA WINDOWS, INC. MIAMI LAKES - FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED' 4- DESIGN LOADS LOADS MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE APPROVED PRESSURE. 5- MATERIALS ALL PARTS TO BE MAHOGANY WOOD AND GLAZING TO BE LAMINATED IMPACT RESISTANT GLASS AS SPECIFIED ON THIS APPROVAL. 6- FASTENERS ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THIS CURRENT SET OF DRAWINGS. 7- USES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7.1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- 33 1/3X INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, EXCEPT WOOD SCREWS WITH 1.33 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED. ALLOWABLE DESIGN PRESSURE: POSITIVE: +75 PSF NEGATIVE: —83 PSF FW =48' MAX, FINISHED WIDTH ELLIPTICAL WINDOW SHEET 2 PAIR RECTANGULAR WINDOW SHEET 5 FW =48' MAX. FINISHED WIDTH ARCH WINDOW SHEET 3 FW =48' MAX. FINISHED WIDTH RECTANGULAR WINDOW SHEET 4 FW =60' MAX. FINISHED WIDTH SQUARE WINDOW SHEET 4 MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH.1(305) 825 -1045 FAX. (305) 825 -3805 PRODUCT: Mahogany Impact Glazing Fixed Window Engineering: Eng To Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 FEB 1"1'2004 Engineer Seal Pedro De Figueiredo PE 52609 Date: 2/7/04 Scale: NA Design by PPMF M1amt Dade Office: Drawing Number 04 -035 Sheet 1 of 7 . I l i L FW =48' MAX. crmrcurn UTTtTW FW =48' MAX. ctlJTeucn WtnrW INDEX: SHEET 1 of 7 - GENERAL NOTES AND TYPICAL ELEVATIONS SHEET 2 of 7.- ELLIPTICAL FIXED WINDOW SHEET 3 of 7 - ARCH FIXED WINDOW SHEET 4 of 7 - RECTANGULAR FIXED WINDOW SHEET 5 of 7 - DOUBLE FIXED FIXED WINDOW SHEET 6 of 7 - GLAZING DETAILS SHEET 7 of 7 - WINDOW COMPONENTS & BILL OF MATERIAL GENERAL NOTES: 1- CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 EDITION - (HIGH VELOCITY SECTION), 2- DEFINITION: THIS PRODUCT IS A MAHOGANY WOOD FIXED TYPE WINDOW WITH LARGE MISSILE IMPACT RESISTANT LAMINATED GLASS, 3- POSTINGi 'MAHOGANY FIXED WINDOW - LARGE MISSILE IMPACT SABANA WINDOWS, INC. MIAMI LAKES - FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED' 4- DESIGN LOADS LOADS MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE APPROVED PRESSURE. 5- MATERIALS ALL PARTS TO BE MAHOGANY WOOD AND GLAZING TO BE LAMINATED IMPACT RESISTANT GLASS AS SPECIFIED ON THIS APPROVAL. 6- FASTENERS ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THIS CURRENT SET OF DRAWINGS. 7- USES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7.1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- 33 1/3X INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, EXCEPT WOOD SCREWS WITH 1.33 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED. ALLOWABLE DESIGN PRESSURE: POSITIVE: +75 PSF NEGATIVE: —83 PSF FW =48' MAX, FINISHED WIDTH ELLIPTICAL WINDOW SHEET 2 PAIR RECTANGULAR WINDOW SHEET 5 FW =48' MAX. FINISHED WIDTH ARCH WINDOW SHEET 3 FW =48' MAX. FINISHED WIDTH RECTANGULAR WINDOW SHEET 4 FW =60' MAX. FINISHED WIDTH SQUARE WINDOW SHEET 4 MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH.1(305) 825 -1045 FAX. (305) 825 -3805 PRODUCT: Mahogany Impact Glazing Fixed Window Engineering: Eng To Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 FEB 1"1'2004 Engineer Seal Pedro De Figueiredo PE 52609 Date: 2/7/04 Scale: NA Design by PPMF M1amt Dade Office: Drawing Number 04 -035 Sheet 1 of 7 1/4' TAPCONS 5' FROM ENDS AND 14' OC IN TWO ROWS MIN. 1 1/2' EMBEDMENT INTO WOOD DR CONCRETE WD4 i ` 15 a N .�, WD3 0 U 1 L 1/4' TAPCONS 6' FROM CORNER AND 12' OC IN TWO ROWS MIN. 1 1/2' EMBEDMENT INTO WOOD UR CONCRETE ELLIPTIC FIXED WINDOW do ARCH STRAP CONSTRUCTION' ARCH AND JAMBS ARE MITER CUT, GLUE AND STRAPPED W/ (2) ST1. STEEL STRAPS ARE ATTACHED TO WOOD FRAMING WITH #6X1 1/4' DRY WALL SCREWS #6xI 1/4' dry watt screws at 6' oc WD3 SECTION WITH 12' LONG ST1 MAX. 1/4' WD5 SHIM ---2 5/16' (3) #12X3 PH WOOD SCREWS ELLIPTICAL FIXED WINDOW CORNER CONSTRUCTION: BUTT JOINED WITH JAMB MEMBER RAHDITED TO 1 1 /13'. GLUE WAS APPLIED TO EACH CORNER AND JOINED WITH (3) 912X3 PHWS NOTCH JAMB 1 3/4' TO FIT SILL MANUFACTURER: Sabana • Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH. (305) B25 -1045 FAX (305) 825 -3205 PRODUCT: Mahogany Impact Glazing Fixed Window Engineering: EngTo Hitt. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 FEB i2 2004 Engineer Seal Pedro De Flgueiredo PE 52609 Date: 2/7/04 Scale: NA Design by PPMF Miami Dade Office: Drawing Number 04 -035 Sheet 2 of 7 1/4' TAPCONS 5' FROM ENDS AND 14' OC IN TWO ROWS MIN. 1 1/2' EMBEDMENT INTO W00D OR CONCRETE WD4 73 4' d v ut ; W D3 � L 1 �b a� 1/4' TAPCONS 6' FROM CORNER AND 12' OC IN TWO ROWS MIN. 1 1/2' EMBEDMENT INTO WOOD OR CONCRETE ARCH FIXED WINDOW d ; SECTION WITH 12' LONG ST1 ARCH STRAP CONSTRUCTION' ARCH AND JAMBS ARE MITER CUT, GLUE AND STRAPPED W/ (2) ST1. STEEL STRAPS ARE ATTACHED TO WOOD FRAMING WITH #6X1 1/4' DRY WALL SCREWS #6x1 1/4' dry wall screws at 6' oc MAX. 1/4 14115 SHIM (3) #12X3 PH WORD SCREWS ARCH FIXED WINDOW CORNER CONSTRUCTION' BUTT JDINED WITH JAMB MEMBER RABBITED TD 1 1/8'. GLUE WAS APPLIED TO EACH CORNER AND JOINED WITH C3) #12X3 PHWS NOTCH JAMB 1 3/4' TO FIT SILL MANUFAC9'URER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH. 1 (305) 825 -1045 FAX'(305) 825 -3805 PRODUCT: Mahogany Impact Glazing Fixed Window Engineering: iEngTzT Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantatton, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 FEB 1 2 2004 Engineer Seal Pedro De Flpueiredo PE 52809 Date: 2/7/04 Scale: NA Design by: PPMF Miami Dade Office: Drawing Number 04 -035 Sheet 3 of 7 J SQUARE & RECTANGULAR FIXED WINDOW 1/4' TAPCONS 7 1/4' FROM ENDS AND 11' OC WITH MIN, 1 1/2' EMBED. INTO WOOD OR CONCRETE 0 1/4' TAPCONS 7 1/4' FROM ENDS AND 11' OC WITH MIN. 1 1/2' EMBED, INTO WOOD OR CONCRETE WD3A WD2 MAX. 1/4' WD1 SHIM SQUARE FIXED WINDOW —2 5/16' --- (2) #12X3 PH WOOD SCREWS RECTANGULAR FIXED WINDOW CORNER CONSTRUCTION' BUTT JOINED WITH JAMB MEMBER RABBITED TO 1 1/8'. GLUE WAS APPLIED TO EACH CORNER AND JOINED WITH (2) 912X3 PHWS NOTCH JAMB 1 3/4' TO FIT SILL MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH, 1 ( 305) 825 -1045 FAX (305) 825 -3805 PRODUCT: Mahogany Impact Glazing Fixed Window Engineering: Eno-(g0 Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 FEB 1 2004 Engineer Seal Pedro De Flguelrado PE 52609 Date: 2/7/04 Seale: NA Design by PPMF Miami Dade Office: AgpnBm b Fbeide wed Drawing Number 04 -035 Sheet 4 of 7 HA .22t 11 � © li it © il�i �I �I 4 - Q , L_ 43i• DLO - - 43i' DLO 48 48 DOUBLE RECTANGULAR FIXED WINDOW 1/4' TAPCONS 5' FROM JAMBS ENDS, 7' FROM MULLION ENDS AND 12' OC IN TWO ROWS W/ MIN. 1 1/2' EMBEDMENT INTO WOOD OR CONCRETE 1/4' TAPCONS 5' FROM JAMBS ENDS, 7' FROM MULLION ENDS AND 12 OC IN TWO ROWS W/ MIN. 1 1/2' EMBEDMENT INTO WOOD OR CONCRETE MULLION CONSTRUCTIONI MULLION WAS FORMED BY USING A 5/8X4' STEEL PLATE IN BETWEEN TWO WD6 SHAPES. DOW 995 SILICONE TO BE APPLIED TO THE SURFACE OF EACH WD6 RECESS. THE TWO WD6 SHAPES WERE FURTHER JOINED BY USING 1/4X2' WOOD SCREWS STARTING AT 5' FROM ENDS AND 14' OC• 1/4X2' WOOD SCREWS 5' FROM ENDS AND 14' OC #8X1 3/4' FHWS SPACED AT 8' OC WD3 5/8X4 STEEL REINF. FULL LENGTH #BX1 3/4' FHWS SPACED AT 8' OC WD2 WD6 SEE SHEET 7 FOR MULLION ANCHORAGE DETAIL DOUBLE RECTANGULAR FIXED WINDOW (5) #12X3 PH WOOD SCREWS CORNER CONSTRUCTION: BUTT JOINED WITH JAMB MEMBER RABBITED TO 1 1/8'. GLUE VAS APPLIED TO EACH CORNER AND JOINED WITH (5) 91210 PHYS NOTCH JAMB 1 3/4' TO FIT SILL MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PHA (305) 825 -1045 FAXt(305) 825 -3805 PRODUCT: Mahogany Impact Glazing Fixed Window Engineering: 4'tt1JQ u �zu. CA 8116 8971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 FEB 1 2 2004 Engineer Seal Pedro De Flguelredo PE 52609 Date: 2/7/04 Scale: NA Design by PPMF Miami Dade Office: ewe � 'Yk t. NOME iy.�iy.�.c3i)4 Meg 1 Drawing Number 04 -035 Sheet 5 of 7 MAXIMUM FW x FH MAXIMUM GLAZING DLO. MAXIMUM DLO GLASS TYPE WIDTH HEIGHT WIDTH HEIGHT 48 122 43 3/8 117 3/8 B & C 36 122 31 3/8 117 3/8 A, B & C 48 72 43 3/8 67 3/8 A, B & C 60 58.5 55 3/8 53 3/8 A, B & C A- (2) 1/4' GLASS ANNEALED VITH 1/8' SP II INTERLAYER. B- (2) 1/4' GLASS HEAT STRENGTHENED WITH 1/8' SP II INTERLAYER C- (2) 1/4' GLASS TEMPERED, WITH 1/8' SP II INTERLAYER. SINGLE RECTANGULAR WINDOW TYPICAL GLAZING DETAIL #12X2' WOOD SCREWS SPACED AT 8' DC ARCH & ELLIPTIC WINDOWS TYPICAL GLAZING DETAIL #8X1 3/4' WOOD SCREWS SPACED AT 8' DC GLASSLAM SAFETY PLUS II IMPACT LAMINATED GLASS WITH 1 3/4' PERIMETER PET FLAP EXTENDING 1/2' INTO SPII INTERLAYER, CONSISTED OF' <2) 1/4' GLASS (ANNEALED, HEAT STRENGTHENED OR TEMPERED), WITH 1/8' SP II INTERLAYER. #12X2' WOOD SCREWS SPACED AT 8' OC GLAZING METHOD THE GLASS WAS GLAZED WITH SILICONE BEDDING WHICH WAS 1 1/8' WIDE USING DOW CORNING 995 SILICONE STRUCTURAL ADHESIVE ON GLASS STOP AND 3/4' UNDER THE GLAZING STOP, THE GLASS WAS PLACED WITH PET FILM EXTENDING 3/4' UNDER THE GLAZING STOP, GLASSLAM SAFETY PLUS II IMPACT LAMINATED GLASS WITH 1 3/4' PERIMETER PET FLAP EXTENDING 1/2' INTO SPII INTERLAYER, CONSISTED OF. <2) 1/4' GLASS (ANNEALED, HEAT STRENGTHENED OR TEMPERED), WITH 1/8' SP II INTERLAYER. V03 #8X1 3/4' WOOD SCREWS SPACED AT 8' OC GLAZING METHOD. THE GLASS WAS GLAZED WITH SILICONE BEDDING WHICH WAS 1 1/8' WIDE USING DOW CORNING 995 SILICONE STRUCTURAL ADHESIVE ON GLASS STOP AND 3/4' UNDER THE GLAZING STOP. THE GLASS WAS PLACED WITH PET FILM EXTENDING 3/4' UNDER THE GLAZING STOP, DOUBLE RECTANGULAR WINDOW TYPICAL GLAZING DETAIL #8X1 3/4' WOOD SCREWS SPACED AT 8' OC GLASSLAM SAFETY PLUS II IMPACT LAMINATED GLASS WITH 1 3/4' PERIMETER PET FLAP EXTENDING 1/2° INTO SPII INTERLAYER, CONSISTED OF. (2) 1/4' GLASS (ANNEALED, HEAT STRENGTHENED OR TEMPERED), WITH 1/8' SP II INTERLAYER. #8X1 3/4' WOOD SCREWS SPACED AT 8' OC r: va GLAZING METHOD. THE GLASS WAS GLAZED WITH SILICONE BEDDING WHICH WAS 1 1/8' WIDE USING DOW CORNING 995 SILICONE STRUCTURAL ADHESIVE ON GLASS STOP AND 3/4' UNDER THE GLAZING STOP. THE GLASS WAS PLACED WITH PET FILM EXTENDING 3/4' UNDER THE GLAZING STOP. MANUFACTURER: Sabana , Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH..(305) 825 -1045 FAX: (305) 825 -3805 PRODUCT: Mahogany Impact Glazing Fixed Window Engineering: lEngQ10 :Bur. CA 8118 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 FEB 1 2004 Engineer Seal Pedro De Flgueireda PE 82809 Date: 2/7/04 Seale: NA Design by PPMF Miami Dade Office: Drawing Number 04 -035 Sheet 6 of 7 BILL OF MATERIALS ITEM. DESCRIPTION SIZE REMARKS qq qq pp (M(� W1 JJ JJ RR]ti?S7HI-l7_J FRAME (HEADER, SILL & JAMB) 1.75' x 6.00' SOLID MAHOGANY' EXTERIOR GLASS STOP 1.69' x 1. 13' SOLID MAHOGANY INTERIOR GLASS STOP 1.00' x 0.50' SOLID MAHOGANY ALTERNATE INT. GLASS STOP 1.50' x 0.30' SOLID MAHOGANY FRAME (ARCH & ELLIPTC HEADER: 1. 75' x 6.00' LAMINATED MAHOGANY FRAME (ARCH & ELLIPTC JAMB) 1.75' x 6.00' SOLID MAHOGANY FRAME (MULL, HEADER & SILL) 1.75' x 6. 00' SOLID MAHOGANY (X2) STEEL STRAP 0. 13' x 1.22' ASTM A36 STEEL MULLION STEEL REINFORCEMENT 0.63' x 4.00' ASTM A36 STEEL ANNEALED IMPACT GLASS 9/16' NOMINAL GLASSLAM SAFETY PLUS II HS IMPACT GLASS 9/16' NOMINAL GLASSLAM SAFETY PLUS II TEMPERED IMPACT GLASS 9/16' NOMINAL GLASSLAM SAFETY PLUS II WD1- SOLID MAHOGANY FRAME HEADER, JAMB OR SILL 2.875 3.125 0 0 in N. at ., _ I co 1 1.OQ I 1.250 I 2.438 I 1 WD4- LAMINATED MAHOGANY ARCH FRAME HEADER L-1 1.000 1.250 2'438 VD5- SOLID MAHOGANY FRAME JAMB 6.000 3125 m 1 1.000 -1 O WD6- SOLID MAHOGANY FRAME MULLION, HEADER & SILL ON DOUBLE WINDOWS e a / c a 444 ST2- STEEL POST MULLION REINF. 'I 5/8X4 STEEL REINF. POST WELDED TO TOP & BOTTOM BASE PLATES FRAMING COMPONENTS 5/8 -4X8 STEEL BASE PLATE WD3- SOLID MAHOGANY INTERIOR GLAZING STOP h -L500 -- 6 fl WD3A- SOLID MAHOGANY INTERIOR GLAZING STOP W02- SOLID MAHOGANY EXTERIOR GLAZING STOP (X2) 1/4•X4' E70 FILLED WELD 1 (8X) 1/2' HOLES -{ L220 8_11 BASE PLATE CONNECTION WOOD (G) =.55) C8) 3/8' -12 SCREWS W/ 1 1/2' EMBEDMENT CONCRETE 0=2000 PSI) (8) 3/8' WEDGE BOLTS Y/ 1 1/2' EMBEDMENT #6XI 1/4' DRY WALL SCREWS AT 6' OC ST1- STEEL STRAP ARCH WINDOW STRAP TO JAMB MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH, 825 -1045 FAX'(305) 825 -3805 PRODUCT: Mahogany Impact Glazing Fixed Window Englneering: +EnO r Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 FEB 1 2 2004 Engineer Seal Pedro De Flguelredo PE 52809 Date: 2/7/04 Scale: NA Design by: PPMF Miami Dade Office: Drawing Number 04 -035 Sheet 7 of 7 • MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••. • • • • ••• • • • 1 • • • • • D`COUNTY, FLORIDA • • • • • • I IRO- D0UEVAGLER BUILDING • • "• 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • • (305) 9 29419' FAX (305) 375 -2908 • . • • • • • • • • • • • ••• • NOTICE OF ACCEPTANCE (NOA) Sabana Windows, Inc. 6157 NW 167 Street Miami Lakes, FL 33015 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: Mahogany Impact Glazing Fixed Window APPROVAL DOCUMENT: Drawing No. 04 -035, dated 02/07/04, titled "Mahogany Impact Glazing Fixed Window ", sheets 1 through 7 of 7, prepared by Eng Co Inc., signed and sealed by Pedro De Figueiredo, P.E., bearing the Miami -Dade County Product Control Approval 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 and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages El and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 04- 0225.03 Expiration Date: April 22, 2009 Approval Date: April 22, 2004 Page 1 • • ••• • •• •. ••• • •• • • • • . • • • • • • • •.• • • • • • • • • • • • ••• • • • • ••• • • . • • • •• •• Sabana Windows, Inc. • • • •• � • • • ; • • • •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .. . • •.. :•• :.• •.• • • • A. DRAWING .•••••;;:••••• 1. Manufacturer's die drawings and sections. • 2. Drawing No. 04 -035, dated 02/07/04, titled "Mahogany Impact Glazing Fixed Window ", sheets 1 through 7 of 7, prepared by Engco, Inc., signed and sealed by Pedro De Figuerido, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. along with ;narked -up drawing of two specimens of a series mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No HETI -03- 1326, dated 06/30/03, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Test reports on 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. along with marked -up drawing of mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No HETI- 03- 1828A, dated 07/01/03, signed and sealed by Rafael E. Droz -Seda, P.E. 3. Test reports on 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. along with marked -up drawing of mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No. HETI- 03- 1828B, dated 07/01/03, signed and sealed by Rafael E. Droz -Seda, P.E. 4. Test reports on 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. along with marked -up drawing of mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No. HETI- 03- 1828C, dated 07/01/03, signed and sealed by Rafael E. Droz -Seda, P.E. 5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94. along with marked -up drawing of mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No. HETI -03 -1851, dated 09/11/03, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94. along with marked -up drawing of mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No. HETI -03 -1852, dated 09/11/03, signed and sealed by Rafael E. Droz -Seda, P.E. E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0225.03 Expiration Date: April 22, 2009 Approval Date: April 22, 2004 • •• Inc. • • • i • • • : • • • • ••• • •. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • •• ••• •• 7. Test reports on 1) Large Missile Impact TeS,t , p 1 C= I�;a 401 -94 •• . 2) Cyclic Wind Pressure Loa�in i94 �B�, �'ESS•243- along with marked -up drawing of mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No. HETI -03 -1853, dated 09/11/03, signed and sealed by Rafael E. Droz -Seda, P.E. 8. Test reports on 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. along with marked -up drawing of mahogany wood fixed window, prepared by Hurricane Testing Inc. Test Report No. HETI -03 -1854, dated 09/11/03, signed and sealed by Rafael E. Droz -Seda, P.E. Sabana Windows, • • ••• • • • •. ••• • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• C. CALCULATIONS 1. Anchor Calculations ASTM- E1300, and structural analysis prepared by ENGCO, Inc., dated 02/12/04, singed and sealed by Pedro De Figuerierdo, P.E.. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. STATEMENTS 1. Statement letter of conformance, dated 02/12/04, singed and sealed by Pedro De Figuerierdo, P.E. 2. Statement letter of no financial interest, dated 02/23/04, signed by James A. Abravaya F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0916.02, issued to Nebula Glass International Inc. for "Glasslam Safety- Plus Laminated Glass ", dated 10/23/03 expiring on 09/09/08. G. OTHERS 1. Letter from the consultant stating that the product is compliance with the Florida Building Code (113C). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0225.03 Expiration Date: April 22, 2009 Approval Date: April 22, 2004 INDEX: SHEET 1 of 7 - SHEET 2 of 7.- SHEET 3 of 7 - SHEET 4 of 7 - SHEET 5 of 7 - SHEET 6 of 7 - SHEET 7 of 7 - GENERAL NOTES AND TYPICAL ELEVATIONS ELLIPTICAL FIXED WINDOW ARCH FIXED WINDOW RECTANGULAR FIXED WINDOW DOUBLE FIXED FIXED WINDOW GLAZING DETAILS WINDOW COMPONENTS & BILL OF MATERIAL GENERAL NOTES: 1- CODE THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 EDITION - (HIGH VELOCITY SECTION), 2- DEFINITION; THIS PRODUCT IS A MAHOGANY WOOD FIXED TYPE WINDOW WITH LARGE MISSILE IMPACT RESISTANT LAMINATED GLASS, 3- POSTING: 'MAHOGANY FIXED WINDOW - LARGE MISSILE IMPACT SABANA WINDOWS, INC. MIAMI LAKES - FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED' 4- DESIGN LOADS' LOADS MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE APPROVED PRESSURE, 5- MATERIAL' ALL PARTS TO BE MAHOGANY WOOD AND GLAZING TO BE LAMINATED IMPACT RESISTANT GLASS AS SPECIFIED ON THIS APPROVAL. 6- FASTENER& ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THIS CURRENT SET OF DRAWINGS. 7- USE' IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING' 7. 1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- 33 1 /3X INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, EXCEPT WOOD SCREWS WITH 1.33 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED, ALLOWABLE DESIGN PRESSURE: POSITIVE: +75 PSF NEGATIVE: —83 PSF FW =48' MAX. FINISHED WIDTH ELLIPTICAL WINDOW SHEET 2 PAIR RECTANGULAR WINDOW. SHEET 5 FW =48' MAX. FINISHED WIDTH ARCH WINDOW SHEET 3 FW =48' MAX. FINISHED WIDTH RECTANGULAR WINDOW SHEET 4 FW =60' MAX. ___ FINISHED WIDTH SQUARE WINDOW SHEET 4 • • • • • •• • • •••• • • •••• •••••• • • •• •• i • • • ••• • • • • • • • •• • MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH..(305) 825 -1045 FAX.(305) 825 -3805 PRODUCT: Mahogany Impact Glazing Fixed Window Engineering: TEnOn Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 •••• • E1B 4 2004 ••• • • E npp leer Seal • • aP Jl% Iguetred5 • • a • PE 52609 • Date: 2/704 • • • Scp %: jVA • Deelyq bt:•PPMF • • Miam CQQditkfflce: •• • Drawing Number 04 -035 Sheet 1 of 7 e •: • s• .• •• • .• •4 :• • • • ••• • \\ ` � L FW =48' MAX, f C Th. Tcucn tJrnTU FW =48' MAX. rrocurn Jinni INDEX: SHEET 1 of 7 - SHEET 2 of 7.- SHEET 3 of 7 - SHEET 4 of 7 - SHEET 5 of 7 - SHEET 6 of 7 - SHEET 7 of 7 - GENERAL NOTES AND TYPICAL ELEVATIONS ELLIPTICAL FIXED WINDOW ARCH FIXED WINDOW RECTANGULAR FIXED WINDOW DOUBLE FIXED FIXED WINDOW GLAZING DETAILS WINDOW COMPONENTS & BILL OF MATERIAL GENERAL NOTES: 1- CODE THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 EDITION - (HIGH VELOCITY SECTION), 2- DEFINITION; THIS PRODUCT IS A MAHOGANY WOOD FIXED TYPE WINDOW WITH LARGE MISSILE IMPACT RESISTANT LAMINATED GLASS, 3- POSTING: 'MAHOGANY FIXED WINDOW - LARGE MISSILE IMPACT SABANA WINDOWS, INC. MIAMI LAKES - FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED' 4- DESIGN LOADS' LOADS MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE APPROVED PRESSURE, 5- MATERIAL' ALL PARTS TO BE MAHOGANY WOOD AND GLAZING TO BE LAMINATED IMPACT RESISTANT GLASS AS SPECIFIED ON THIS APPROVAL. 6- FASTENER& ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THIS CURRENT SET OF DRAWINGS. 7- USE' IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING' 7. 1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- 33 1 /3X INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, EXCEPT WOOD SCREWS WITH 1.33 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED, ALLOWABLE DESIGN PRESSURE: POSITIVE: +75 PSF NEGATIVE: —83 PSF FW =48' MAX. FINISHED WIDTH ELLIPTICAL WINDOW SHEET 2 PAIR RECTANGULAR WINDOW. SHEET 5 FW =48' MAX. FINISHED WIDTH ARCH WINDOW SHEET 3 FW =48' MAX. FINISHED WIDTH RECTANGULAR WINDOW SHEET 4 FW =60' MAX. ___ FINISHED WIDTH SQUARE WINDOW SHEET 4 • • • • • •• • • •••• • • •••• •••••• • • •• •• i • • • ••• • • • • • • • •• • MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH..(305) 825 -1045 FAX.(305) 825 -3805 PRODUCT: Mahogany Impact Glazing Fixed Window Engineering: TEnOn Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 •••• • E1B 4 2004 ••• • • E npp leer Seal • • aP Jl% Iguetred5 • • a • PE 52609 • Date: 2/704 • • • Scp %: jVA • Deelyq bt:•PPMF • • Miam CQQditkfflce: •• • Drawing Number 04 -035 Sheet 1 of 7 e •: • s• .• •• • .• •4 :• • • • ••• • J F7 cu WD2 1/4' TAPCONS 5' FROM ENDS AND 14' 00 IN TWO ROWS MIN, I 1/2' EMBEDMENT INTO WOOD OR CONCRETE WD3 O 1/4' TAPCONS 6' FROM CORNER AND 12' OC IN TWO ROWS MIN, 1 1/2' EMBEDMENT INTO WOOD OR CONCRETE ELLIPTIC FIXED WINDOW WD1 • d X U * H SECTION WITH 12' LONG ST1 ARCH STRAP CONSTRUCTION! ARCH AND JAMBS ARE MITER CUT, GLUE AND STRAPPED W/ (2) ST1, STEEL STRAPS ARE ATTACHED TO WOOD FRAMING WITH 46X1 1/4' DRY WALL SCREWS #6x1 1/4' dry wall screws at 6' oc MAX, 1/4' WD5 SHIM (3) #12X3 PH WOOD SCREWS ELLIPTICAL FIXED WINDOW • • • • • • • 00000 • CORNER CONSTRUCTION' • • • BUTT JOINED WITH JAMB MEMBER RABBITED TO 1 1/8', GLUE WASP.) APPLIED TO EACH CORNER AND JOINED WITH C3) 412X3 PHWS • ••• •• • •••••• • • •• •• •••••• • • • • • • • • • • NOTCH JAMB• • 1 3/4' TO FIT SILL MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH, C 305) 825 -1045 FAX. C305) B25 -3805 PRODUCT: Mahogany Impact Glazing Fixed Window Engineering: Eng(u Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ••igg • s 2 20D4••• • • En tneer Seal • 526 • iE.S88 Figuet • PE 09 eal9 • • • � Date: • i •••• /7/04 • ee Scele• NJ; Otigin b)it PPMF • • e M1c1 • Vila Office: •••• •i• • • ADAra^x••rOSI•bV al61• • ate +'7Y[ ••i• Drawing Number 04 -035 Sheet 2 of 7 1/4' TAPCONS 5' FROM ENDS AND 14' 0C IN TWO ROWS MIN. 1 1/2' EMBEDMENT INTO WOOD OR CONCRETE 1/4' TAPCONS 6' FROM CORNER AND 12' OC IN TWO ROWS MIN. 1 1/2' EMBEDMENT INTO WOOD OR CONCRETE ARCH FIXED WINDOW ARCH STRAP CONSTRUCTION' ARCH AND JAMBS ARE MITER CUT, GLUE AND STRAPPED W/ (2) ST1. STEEL STRAPS ARE ATTACHED TG WOOD FRAMING WITH •6XI 1/4' DRY WALL SCREWS WD3 WD2 SECTION WITH 12' LONG ST1 #6x1 1/4' dry wall screws at 6' oc MAX. 1/4' WD5 SHIM —2 5/16' --I (3) #12X3 PH WOOD SCREWS ARCH FIXED WINDOW • • • • • •• • •• • CORNER CONSTRUCT I ONt • • • BUTT JOINED WITH JAMB MEMBER RABBITED TO 1 1/8'. GLUE WAS• APPLIED TO EACH.CORNER AND• JOINED WITH (3) 812X3 • 2X3 PHYS • 0 • • eeeeee • • •• •• •..••• • • • • • • • • • • NOTCH JAM • 1 3/4' TO FIT SILL MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH, ( 305) 825 -1045 FAX: 305) 825 -3805 PRODUCT: Mahogany Impact Glazing Fixed Window Engineering: IngQIc Jnr. CA 8118 8971 W. Sunrise BIvd. 104 Plantation. Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 •••• r" • fia.1'2 2004•••• • Engineer Seal • • bItr. CP Flguelret• • • • PE 52809 • • Date: 2/7J04 . • • Sale: • NA • Dio r f lee, PPMF ••• • Miami Pig Office: • AppNVaie oeylQ$ •• Drawing Number 04 -035 Sheet 3 of 7 :• 1 • • •• 6 • • • 1/4' TAPCONS 7 1/4' FROM ENDS AND 11' OC WITH MIN, 1 1/2' -EMBED. INTO WOOD OR CONCRETE SQUARE & RECTANGULAR FIXED WINDOW 1/4' TAPCONS 7 1/4' FROM ENDS AND 11' OC WITH MIN. 1 1/2' EMBED. INTO WOOD OR CONCRETE WD3A WD2 MAX. 1/4' WD1 SHIM —2 5/16' -- SQUARE FIXED WINDOW (2) #12X3 PH WOOD SCREWS RECTANGULAR FIXED WINDOW CORNER CONSTRUCTION! •• BUTT JOINED WITH JAMB MEMBER, RABBITED TO 1 1/9'. GLUE WA APPLIED TO EACH CORNER AND . JOINED WITH C2) 912X3 PHWS • • • • • •• • •••••• • •••• ••• • ••• • • •• •• •••e•• • • • • • • • . • • NOTCH JAMt• • 1 3/4' TO FIT SILL MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH. (305) 825 -1045 FAX (305) 825 -3805 PRODUCT: Mahogany Impact Glazing Fixed Window Engineering: IEng(aa Jnr. CA 8118 6971 W. Sunrise Blvd. 104 Plantation, FL 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 Sheet 4 of 7 Drawing Number 04 -035 „ 412004 •... •••• .. • • _ F 8jer Seal • e Flguetrado• • • • • • PE 52609 • • • Dat$: 2/7104 • . • SsaTe: eNA• • • • • S Dodge fli+! PPMF • • Mtom= Dade:Office: • • • •;• • • •• • �e • App ,a9 b .,;. • • . • • • J�1 • • • 122' FH - - „ .3 i ii Il - 43 ' DLO 48 - n 43' DLO -- 48 4 DOUBLE RECTANGULAR FIXED WINDOW 1/4' TAPCONS 5' FROM JAMBS ENDS, 7' FROM MULLION ENDS AND 12' OC IN TWO ROWS W/ MIN. 1 1/2' EMBEDMENT INTO WOOD OR CONCRETE 1/4' TAPCONS 5' FROM JAMBS ENDS, 7' FROM MULLION ENDS AND 12' OC IN TWO ROWS W/ MIN. 1 1/2' EMBEDMENT INTO WOOD OR CONCRETE MULLION CONSTRUCTION' MULLION WAS FORMED BY USING A 5/8X4' STEEL PLATE IN BETWEEN TWO WD6 SHAPES DOW 995 SILICONE TO BE APPLIED TO THE SURFACE OF EACH WD6 RECESS. THE TWO WD6 SHAPES WERE FURTHER JOINED BY USING 1/4X2' WOOD SCREWS STARTING AT 5' FROM ENDS AND 14' OC. 1/4X2' WOOD SCREWS 5' FROM ENDS AND 14 CC #8X1 3/4' FHWS SPACED AT 8' OC 5/8X4 STEEL REINF, FULL LENGTH 418X1 3/4' FHWS SPACED AT 8' OC DOUBLE RECTANGULAR FIXED WINDOW (5) #12X3 PH WOOD SCREWS SEE SHEET 7 FOR ORAGION ANCHORAGE DETAIL CORNER CONSTRUCTION: •• BUTT JOINED WITH JAMB MEMBER RABBITED TO 1 1/8'. GLUE WA§ APPLIED TO EACH CORNER AND • JOINED WITH (5) 4112X3 PHWS • • • • • • • • 00000 • • ••• ••• • • •••• • • • • •• 00000 • • • • • • • • • • NOTCH JAM! • • 1 3/4' TO FIT SILL MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F - 25 MIAMI LAKES, FLORIDA 33015 PH. (305) 825 -1045 FAX1(305) 825 -3805 PRODUCT: Mahogany Impact Glazing Fixed Window Engineering: Ettg(2u ,lnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 •••• • • gal 2 2004.••• • • _ Eg a .. Seal •P 9d�d Oe Flguelre•e • • s • PE 52609 • • Dattt: 2/7104 i • • SgpTe: 4A• • Deeige Mf! PPMF • • • .*• Miamc Dads•Gffice: • • • • Ammwe asd •e6die Ode • •• • Drawing Number 04 -035 Sheet 5 of 7 • • • 181s1�. : - ••• • • • ;• • • • ■•• • • ••• • ••• • MAXIMUM FW x FH MAXIMUM GLAZING DLO. MAXIMUM DLO GLASS TYPE WIDTH HEIGHT WIDTH HEIGHT 48 122 43 3/8 117 3/8 B & C 36 122 31 3/8 117 3/8 A, B & C 48 72 43 3/8 67 3/8 A, B & C 60 58.5 55 3/8 53 3/8 A, B & C A- (2) 1/4' GLASS ANNEALED WITH 1/8' SP II INTERLAYER B- (2) 1/4' GLASS HEAT STRENGTHENED WITH 1 /8' SP II INTERLAYER C- (2) 1/4' GLASS TEMPERED, WITH 1/8' SP II INTERLAYER #12X2' WOOD SCREWS SPACED AT 8' OC � I SINGLE RECTANGULAR WINDOW TYPICAL GLAZING DETAIL ARCH & ELLIPTIC WINDOWS TYPICAL GLAZING DETAIL GLASSLAM SAFETY PLUS II IMPACT LAMINATED GLASS WITH 1 3/4' PERIMETER PET FLAP EXTENDING 1/2' INTO SPII INTERLAYER, CONSISTED OF (2) 1/4' GLASS (ANNEALED, HEAT STRENGTHENED OR TEMPERED), WITH 1/8' SP II INTERLAYER. #12X2' WOOD SCREWS SPACED AT 8 OC 0 GLAZING METHOD. THE GLASS WAS GLAZED WITH SILICONE BEDDING WHICH WAS 1 1/8' WIDE USING DOW CORNING 995 SILICONE STRUCTURAL ADHESIVE ON GLASS STOP AND 3/4' UNDER THE GLAZING STOP. THE GLASS WAS PLACED WITH PET FILM EXTENDING 3/4' UNDER THE GLAZING STOP. 48X1 3/4' WOOD SCREWS SPACED AT 8' OC GLASSLAM SAFETY PLUS II IMPACT LAMINATED GLASS WITH 1 3/4' PERIMETER PET FLAP EXTENDING 1/2' INTO SPII INTERLAYER, CONSISTED OF. (2) 1/4' GLASS (ANNEALED, HEAT STRENGTHENED OR TEMPERED), WITH 1/8' SP II INTERLAYER. WD3 #8X1 3/4' WOOD SCREWS SPACED AT 8' OC tn d GLAZING METHOD( THE GLASS WAS GLAZED WITH SILICONE BEDDING WHICH WAS 1 1/8' WIDE USING DOW CORNING 995 SILICONE STRUCTURAL ADHESIVE ON GLASS STOP AND 3/4' UNDER THE GLAZING STOP. THE GLASS WAS PLACED WITH PET FILM EXTENDING 3/4' UNDER THE GLAZING STOP. DOUBLE RECTANGULAR WINDOW TYPICAL GLAZING DETAIL #8X1 3/4' WOOD SCREWS SPACED AT 8' OC GLASSLAM SAFETY PLUS II IMPACT LAMINATED GLASS WITH 1 3/4' PERIMETER PET FLAP EXTENDING 1/2' INTO SPII INTERLAYER, CONSISTED OF. (2) 1/4' GLASS (ANNEALED, HEAT STRENGTHENED OR TEMPERED), WITH 1/8' SP II INTERLAYER. #8X1 3/4' WOOD SCREWS SPACED AT 8' OC 0 GLAZING METHOD. THE GLASS WAS GLAZED WITH SILICONE BEDDING WHICH WAS 1 1/8' WIDE USING DOW CORNING 995 SILICONE STRUCTURAL ADHESIVE ON GLASS STOP AND 3/4' UNDER THE GLAZING STOP. THE GLASS WAS PLACED WITH PET FILM EXTENDING 3/4' UNDER THE GLAZING STOP. • • • • • •• • 00000 • 000000 • • • ••• •••••• • • ■• •• •••••• • • • • • • • • • • •• • MANUFACTURER: Sabana Windows • 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH..(305) 825 -1045 FAX. (305) 825 -3805 PRODUCT: Mahogany Impact Glazing Fixed Window Engtneering: + ".Eng(au ±Inr. CA 8118 6971 W. Sunrise Blvd. 104 Plantation. Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 • •'B • �'1' 200 4 • .. • Enetneer Seal •Iidlek !d' Flguelredp • ■ • PE 52809 • Date: 2/7104 •• • %cite: e l•IA• Desjpe kry• PPMF • • • Mlam=9q�•Att • • • • Approad.• ■ 00858 Sheet 6 of 7 Drawing Number 04 -035 • • • • ji • • • :• • BILL OF MATERIALS •••• ITEMS DESCRIPTION SIZE REMARKS • al a FRAME (HEADER, SILL & JAMB) 1. 75' x 6. 00' • • SOLID MAHOGANY • EXTERIOR GLASS STOP 1.69' x 1. 13' SOLID MAHOGANY • • • INTERIOR GLASS STOP 1. 00' x 0. 50' SOLID MAHOGANY ALTERNATE INT. GLASS STEP 1. 30' x 0. 50' SOLID MAHOGANY •••• FRAME (ARCH & ELLIPTC HEADER: 1. 75' x 6. 00' LAMINATED MAHOGAM* • FRAME (ARCH & ELLIPTC JAMB) 1.75' x 6. 00' SOLID MAHOGANY • FRAME (MULL, HEADER & SILL) 1. 75' x 6.00' SOLID MAHOGANY (X2) STEEL STRAP 0. 13' x 1.22' • ASTM A36 STEEL • • MULLION STEEL REINFORCEMENT 0. 63' x 4.00' ASTM A36 STEEL • • ANNEALED IMPACT GLASS 9/16' NOMINAL GLASSLAM SAFETY PLUS II HS IMPACT GLASS 9/16' NOMINAL GLASSLAM SAFETY PLUS II TEMPERED IMPACT GLASS 9/16' NOMINAL GLASSLAM SAFETY PLUS II 0 0 0 1" cu in cu to cu 2.875 WD1- SOLID MAHOGANY FRAME HEADER, JAMB OR SILL t -.1 6.000 2.875 I 3,125 1,000 1.250 k- -2.438 f 1.000 WD4- LAMINATED MAHOGANY ARCH FRAME HEADER WD5- SOLID MAHOGANY FRAME JAMB 6,000 I m 1000 L250 2.438 1 1000 4.063 3.125 3.125 3.125 WD6- SOLID MAHOGANY FRAME MULLION, HEADER & SILL ON DOUBLE WINDOWS o N N FRAMING COMPONENTS ST2- STEEL POST MULLION REINF. 5/8X4 STEEL REINF. POST WELDED TO TOP & BOTTOM BASE PLATES 5/8 -4X8 STEEL BASE PLATE 1.000 s WD3- SOLID MAHOGANY INTERIOR GLAZING STOP 1.500 -- o �l WD3A— SOLID MAHOGANY INTERIOR GLAZING STOP e' WD2- SOLID MAHOGANY EXTERIOR GLAZING STOP gg (X2) 1/4•X4' E70 FILLED VELD (9x) 1/2' HOLES 1.220 I 0 o 1 MULLION BASE PLATE CONNECTION] WOOD (G)=.55)1 CW 3/8' -12 SCREWS W/ 1 1/2' EMBEDMENT CONCRETE (=2000 PS UI (8) 3/8' WEDGE BOLTS W/ 1 1/2' EMBEDMENT #6X1 1/4' DRY WALL SCREWS AT 6' 0C- ST1- STEEL STRAP ARCH WINDOW STRAP TO JAMB • • • • • •• • eeeeee • •••••• •••• • • • • • • e 9 MANUFACTURER: Sabana Windows 6157 NW 167TH STREET UNIT F -25 MIAMI LAKES, FLORIDA 33015 PH,1(305) 825 -1045 FAX (305) 825 -3805 PRODUCT: Mahogany Impact Glazing Fixed Window Engineering: IEngTo Jnr. CA 8116 6971 W. Sundae Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 • • • eta a Flguelr•d••••• t2 2004 ••• • :. • . • o sir Seal 1 S PE 52809 • • •••••• Daf4. 2/704 • • Sayre: 4IA• ••••• Dealt. b'. • PPMF • . • ••••• Mlaml.DadS :• 04tice: • •••S•• • remm � eagle R p y • Plaid ••S.•• • r , . +?'i! ±ice • Drawing Number 04 -035 Sheet 7 of 7 • ••••• • : • Jr MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION RECE WED (BCCO). DEC 2 n 2E5 , FLORIDA G BUILDING .RE t, SUITE 1603 LORIIDA 33130 -1563 FAX (305)375-290S NOTICE OF ACCEPTANC Sabana Windows, Inc. 6187 NW 167' Miami., FL 33015 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. `I'he. 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 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 "Sabana" Outswing Wood Casement Window APPROVAL DOCUMENT: Drawing No. SWD99 -526, titled "Wood Casement Windows ", sheets Y through 5 of 5, prepared by mahufacturcr, dated 8/26/99, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by thc 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 othcrwise 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 thc words Miami -Dade County, Florida, and followed by thc expiration date may be displayed in advertising literature. If any portion of thc 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 inspcction at the job site at the request of the Building Official. This NOA renews NOA # 99- 0916.03 and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02-0828.04 Expiration Date: October 07, 2007 Approval Date: October 17, 2002 Page 1 • 2 25' 25' 25' hinge spacing 1 . r 75' It2'o.c.f ELEVATION "1 .1 12' O.C. Fa tene location • 2 122' 26' 6 1/4' SOLID WOOD PANEL CASEMENT WINDOW PRODUCT DATA & PERFORMANCE DESIGN PRESSURE: REFER TO Dwg, No. SWD99 - 526 ( Sheet 5 of 5 '1 MAX. FRAME SIZE = 75 "w. x122'h. x 6" Deep . Frame MAX. PANEL SIZE = 35 15/16 "w. x 120 5/16 "h. x 2 1/8" deep MAX. SOLID RAISED SIZE = 27 13/16 "w. x 74'h. x 1 1/2' thick DESIGN LOADS = +53.0. -70.0 PSF WATER TEST PRESSURE: +8.00 PSF (53.33 DP) 2 spacing FRAME & PANEL GENERAL NOTES: FRAME ASSEMBLY NOTES: 1. EACH SOLID MAHOGANY WOOD FRAME HEAD. SILL & JAMBS ARE 6" DEEP AND THE CORNERS ARE BUTT JOINED WITH WOOD GLUE AND FASTENED WITH /14 x 3" WOOD SCREWS IN EACH CORNER. PANEL ASSEMBLY NOTES: 2. EACH SOLID MAHOGANY WOOD STILE & RAIL IS 2 1/8' DEEP AND THE CORNERS. 1/2" THICK X 3' x 3" TENON AND W000 GLUE JOINT. INSTALLATION SEALANT NOTES: 3. THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY SEALED WITH "GE" STOCK NO. GE012A SILICONE. INS TALLATIt 4 SCSCvs SEC ctMS rot SPAct'G 12' O.C. INSTALLATION NOTE; SCREWS & METHOD OF ATTACHMENT: MINIMUM REQUIRED FASTENER AS TESTED OR SEE OPTIONAL APPROVED FASTENER SILL: 1/4" x 2 3/4" - "TAPCON "S of o mox. of 6 1/4" from eo. end and 12" o.c. HEAD: 1/4" x 2 3/4" - "TAPCON "S of o max. of 12" o.c. JAMB: 1/4" x 2 3/4" - "TAPCON "S at 0 mox. of 9" from sill end and 12" o.c. • OPTIONAL ANCHORS = 1 /4" x 3" WOOD SCREW INTO 2X W000 FRAMING -6 1/4' 12' o.c. 12' o.c. fastener lOCa tion max. 1--- -- --112 ' o.c. 74 3/4' ELEVATION SQUARE CASEMENT WINDOW PRODUCT DATA & PERFORMANCE DESIGN PRESSURE: REFER TO wQ No SWD99 -526 ( Sh eet 4 of 5 ) I.IAX. FRAME SIZE = 74 3/4 "w. x 97 5/8 "h. x 6' Deep Frome MAX. PANEL SIZE = 35 15/16 "w. x 95 7/16'h. x 2 1/8' deep MAX. CLASS SIZE = 26 3/4 "w. x 84 1 /4'h. x 0.511' thick DESIGN LOADS = +53.0. -70.0 PSF WATER TEST PRESSURE: +8.00 PSF (53.33 DP) 6 t 98' O.C. Revision Notes & Description: Drawn By: E.N. Date Drawn.: =28 - 99 Revu•Q By: Date RewG•d• No fastener loco tion PRODUCT RENCWED m comply-lag with tht Florida Balding Code Acceptance No + d : 2 Et.Irawn.D_tt O . Date By /art Cta.e: Seale: 3/8" hinge Spa deg INSTALLATION SO/Et-TS SEC NOTES rOt SPACING ELLIPSE CASEMENT WINDOW PRODUCT DATA 1 & PERFORMANCE DESIGN PRESSURE: DEFER TO Dwp. No. SWD99 -528 ( Sheet 2 of 5 ) MAX. FRAI.1E SIZE = 74 7/8'w. x 97 7/8 "h. x 6" Deep MAX. PANEL SIZE = 36 5 /16 "w. x 95 7/16'h. x 2 1/8" deep MAX. GLASS SIZE = 27 1/4'w. x 84 1 /4 "h. x 0.511" thick DESIGN LOADS = +53.0. -70.0 PSF WATER TEST PRESSURE: +8.00 PSF (53.33 DP) S. .L. /YeLI• D•aurine Chu.: Test unit layout. 1 12. 0.ci 74 7/8' (` ELEVATION 12'o.c. APPROVED AS COMPLYING WRIT THE SOUTH FL►RIDA BUILDING CODE DAT . • ' ' _ 19 BY i/i PROOUC RD: DIY'S:ON • BUILDING COOL COMPtiANCF OFFICE - ACCEPTANCE NO ;0"O1 SABANA WINDOWS, INC. 6187 N.W. 167th Street, Unit H -15 Miami Lakes, FI. 33015 WOOD CASEMENT WINDOWS WITH: LAMINATED CLASS AND /OR RAISED WOOD PANEL ELEVATIONS NOTES, INSTALLATION & TEST DATA Sher Rev. Lewd• 1 of 5 Drau.iny N•m•er. SWDOO -526 97 7/8' ' o.c. as iota tion --- 6 1/4' nax. "• 114' 1 hinge spacing FULL ARCHED CASEMENT WINDOW PRODUCT DATA & PERFORMANCE DESIGN PRESSURE: .REFER TO Dwe. No. SW099 - 526 4 Sheet 3 of 5 MAX. FRAME SIZE = 74 3/4'w. x . 97 1/2'h. x 6' Deep Frome MAX. PANEL SIZE = 36 5/16'w. x 95 7 /16'h. x 2 1/8" deep MAX. GLASS SIZE = 27 1/4'w. x 84 1/4'h. x 0.511" thick DESIGN LOADS = +53.0. -70.0 PSF WATER TEST PRESSURE: +8.00 PSF '(53.33 DP) •FRAME HEIGHT 17/3 114' X t 3/4' r!4/PI1I.- • 1APCON' ' EXTERIOR SIDE 7 1/2' V/ 1114- MIN. CMICO. 11110 , • •, • P. T. '1001 IuCK t iCC INStALLAtION 1MIES rola rAstcNce SPACING 1 ti INTERIOR SIDE 1/2' LAMINATED GLASS 3/4' 5 3/8' 1 /4• x 3 1/2' rx/Pt14- 'rAPCON' V/ 1 1/4' 11114 EMIEO. 1N10 P. 1. v030 RJCx t SCC INSTALLAIICh IarCS FOR rAsttNCR SPACING 1 ELLIPSE CASEMENT WINDOW - BILL OF MATERIALS TTLY / DR*'G g REQD. 1 SVM -101 1 2 SVM -102 1 3 SVM -103 2 4 SV14=104 2 5 SvM -105 2 6 Sv14 -I06 2 7 SVM -107 1 8 SVM -108 1 9 SvM -109 AS REO'O. 10 SVM -110 AS RE0'D. 11 SVM -11l 1 12 SVM -tl2 AS RCD'0. 13 SVM -113 AS REDO. 14 SV14 AS RE0D. 15 a AS RED'0. 16 ■ AS REDO. 17 ■ AS RC00. 10 SVM - 118 AS RC0•0. 19 SvM -119 1 20 .SVM -120 4 /Panel 21 SvM -121 12' o.c. 22 SvM -122 • 23 SVM -123 25 • • SILL 2. 1/4' SILL 1 • J - a 1 5/16' -- DESCRIPTION FRAME HEAD FRAME SILL FRAHE JAMB PANEL TOP RAIL PANEL BOTTOM RAIL HINGE STILE LOCK STILE AStRAGAL STILE MAHOGANY v00 BEAD MAHOGANY '1000 BEAD MAHOGANY v000 ASTRAGAL CLOSED CELL FOAM STRIP 0' LON SEAL a FRAME /PANELS 0' LON SEAL a PANEL RAILS SEALANT - CLEAR SILICONE 1/2' Laminated Glass GLAZING - CLEAR SILICONE HINGES 0 21'0.C. LOCK with Brass Keep Set Nat:onat• Brand - DOOR BOLT rRAME INSTALLATION SCREVS -2 1/8' SIZE MATERIAL k REMARKS 1 3/4' X 6' X 1 1/2' MAHOGANY '1000 1 1/4' X 6' X 1/2 MAHOGANY '1000 1 3/4' X 6' X 1 1/4' 2 1/8' X 5' X 3 1/2' ; 14ArCGANY ■000 1. 1 1/4' X 1 RABBET 2 1/8' X 7 1/2' X 5 3/9' MAJQGANY M000 L 1 1/4' X l' RABBET r 2 1/8' X 5' X 4 1:2• MAHOGANY VOOD 1. 1 1/4' X 1' RABBET 2 1/8' X 5' X 3 3/4' MAHOGANY V000 1. 1 1/4' X 1' RABBET 2 1/8' X 5' X 4' MAHOGANY V000 L 1 1/4' X l' RABBET l' X 3/4' Attached ./ 18 x 1 1/2' .d. screws 3/4'. X 1' . , Attached •/ 19 x 1 1/2' wd. screws 1 I/O' X 1 3/4• ./ ■ 10 x 2' .d. screws a l2•o.c. 1/2' x 5/8' on taped FULL LENGTH Dr Mt. Prone .500' .. X .630' h. Schlegel 11005 -650 Prone .335' .. X .336' h. Schlegel IOEZ320 • 'GE' .Stock No. 012A 0.511' thick laminated 0.90' wide 1. 0.051' thick 'DOV CORNING' No. 995 SILICONE 2 3/4' x 4• x 0.068• „ vith (8) 110 x 1 112' Mood Scre.s 52 nn B.S. 8' Full Length' SCHLEGEL Multi -Bolt Lock - Stainless 2 3/4'• 4 142' 1. 0.085• thk ,■ ,1 1/4' FH. /P1t - • IAPCON • 2 3/4' a sal L 3 1/2' a head/janb 4 • ■ • • r- • ,FRAME & PANEL GENERAL NOTES; FRAME ASSEMBLY NOTES; 1. EACH SOLO VAHOCJNY W000 FRAME HEAD. 5111 lc JAMBS ARE, 6' DEEP AND THE CORNERS ARE BUTT JOINED WITH W000 CLUE AND FASTENED WITH (4) 114 x 3" W000 SCREWS IN EACH CORNER. PANEL ASSEMBLY NOTES: EACH SOLO UAHOCANY W000 STILE & RAIL IS 2 1/8" DEEP ANO THE CORNERS. 1/2' THICK X 3' 1 3' TENON AND W000 CLUE JOINT. INSTALLATION SEALANT N OTES: 3. THE RAMC ANO ALL EXPOSED INSTALLATION FASTENERS uuST BE PROPERLY SEALED WITH 'Cr STOCK NO. CEOI2A SILCOHE. MAHOGANY '/000 Drawn Iv: E.N. 0.1• Dravn4: 8 -28 -99 INTERIOR SIDE LOCKSTILES 3 4' 'GLASSLAM• - (see glass eonposition) EXTERIOR SIDE FRAME WIDTH Revision Notes dt Description: Rrvtar4 8y: Oat. Rrv4a•4 87 Miami 1:th No Date Part Clara: Stab: 1/8' B Prodll* Coatrof 1/4• X 3 1/2' fit/PHL- 'TAPCON• V/ 1 1/4' MIN. CMICO. INTO ' P. T. V000 /uCK t SCE IHSIALLA110N ►arts roe rAS( GLASS DESCRIPTION; Acceptance No. 97- 0527.04; 1. 1 3/16' onneoled glass sheet 4. M ' 1 0.063' resin by GLASSLA + 1 0.010' Sofety -Plus Polyester ;Medawar + 1 0.063' resin by 'CIASSLAM" + 1 3/16" onneoled gloss sheet + Glaring Method; 3.. Gloss glazed with Silicone - Dow Corning" 'No. 995 0.9Q ' wide X 0 Mkt( - over a 3/4' glass bite de coarpPylag with d e Florida Ilialetlei Code i t o Date 02- Exp t34 0 0 4 7/8' JAMB D CI SPACING 1 - • 3 7/8' 0 I • ELLIPSE CASEMENT WINDOW PRODUCT DATA & PERFORMANCE DESIGN PRESSURE: MAX. FRAME SIZE = 74 7/8 "w. x 97 7/8 "h. x 6" Deep MAX. PANEL SIZE = 36 5/16 "w.' x 95 7/16 "h. x 2 1/8" deep MAX. CLASS SIZE = 27 1/4"w. x 84 1/4"h. x 0.511" thick DESIGN LOADS = +53.0 -70.0 PSF WATER TEST PRESSURE: +8,00 PSF (53.33 DP) •r _ • • • • • • . • • • INSTALLATION NOTE; • • SCREWS & METHOD OF ATTACHMENT; MINIMUM REQUIRED FASTENER AS TESTED, OR SEE OPTIONAL APPROVED FASTENER 'SILL: 1/4" x 2 3/4' - "TAPCON "S at a max, of 6 1/4" from ea. end and 12" o.c. HEAD: 1/4' x 2 3/4" - "TAPCON'S 'ot a max. of 12" o.c. JAMB: 1/4" x 2 3/4' - 'TAPCON'S at a max, of 9' from sill end and 12" o.c. • OPTIONAL. ANCHORS = 1 /4" x 3" WOOD SCREW INTO 2X W000 FRAMING APPROVED AS COMPLYING Wf}1 THE SOUTH FI BUILDING CODE DAT4 ok•Dl 19 BY PROD' t1G- COVE: J O!Y S ON _ BUILDING COOL COMPLIANCE OFFICE ACCEPTAICE NO. D. 1 SABANA WINDOWS, INC. 6187 N.W. 167th Street, Unit H -15 Miami Lakes, FI. 33015 Sariaa /m"."' ELLIPSE CASEMENT WINDOW SAMPLE 1 - 74 7/8" X 97 7/8" VERT. & HOR. CROSS SECTIONS. & NOTES Draviimg Clara: • I Drawing Nurnbtr: SAaak May. Lav•C Test unit layout) SWD99 -526 2 of 5 FUU. ARCHED CASEMENT WINDOW - BILL OF MATERIALS ITEM 1 DWG j RLQD. DESCRIPTION • SIZE MATERIAL k REMARKS 1 SVM -101 1 FRAM£ HEAD 1 3/4' X 6' X 1 1/4' MAHOGANY MOOD 2 SVM -102 1 FRAME SILL 1 1/4' X 6' X 1/2' MAHOGANY V00D . 3 SVM -103 2 FRAM£ JAMB 1 3/4' X 6' X 1 1/4 MA1CGANY V000 4 SVM -204 2 PANEL TOP RAIL 2 1 /9' X 5' X 3 1/4' MAHOGANY V000 1. 1 1/4' X 1' RABBET 5 SVM -205 2 PANEL BOTTOM RAIL 2 1/8' X 7 1/2' X 6 1/8' MAHOGANY VOOD L 1 1/4' X l' RABBET 6 SVM -206 2 HINGE STILE 2 1 /8• X 5' X 3 3/8' MAHOGANY VOOD L 1 1/4' X 1' RABBET 7 SVM -207 1 LOCK STILE r 2 1/8' X 5' X 4 1/8' MAHOGANY V000 L 1 1/4' X 1' RABBET 9 SV14 I RAISED PANEL NOR. STILE 1 2 1/8' X 6'. X 5' MAHOGANY V000 L 1 1 /4' X 1' RABBET 9 SVM -109 AS REO•D. MAHOGANY V000 BEAD 1' X 3/4' Attached ■/ 18 x l 1/2' •d. scre•s 10 SVM -ILO AS REQ'D. MAtVGANY V000 BEAD 3/4' X 1' Attached .1 ■8 x 1 1/2' .d. scre•s 11 SVM -111 1 MAHaCrWY v000 ASTRAGAL 1 I/O' X 1 3/4' .1 1 10 x 2' .d. scre•s a 12'o.c. 12 SVM -112 AS REQ'D. CLOSED CELL ram STRIP 1/2' • 5/8' roan taped FULL LENGTH or SILL 13 SVI4 -113 AS REGD. 0' LON SEAL 8 FRAME /PANELS Prone .580' .. X .650' h. Schlegel *005 -650 14 SvM -114 AS RE00. 0' LON SEAL a PANEL 'RAILS Prate .335' .. X .336' h. Schlegel 10E2320 15 SVM -115 Bat. Pane Raised Panel - 27 1/2' Vide 1 1/2' Thick - Solid Pine ( Batton Panel. 12' H ) 16 ■ TO Pane t/2' LanIiated Glass 0.511' thick laminated 'GLASSLAM' - (see glass conpositon) 17 • AS REDO. GLAZING - CLEAR SILICONE 0.90' wide 1. 0.051' ttl:k 'DOV CORNING' No. 995 SILICONE 18 SVM -118 AS RC0 HINGES 8 14' O.C. 2 3/4•.. • 4'P. x 0 Vith (8) 110 x 1 1/2' Wood Scre.s 19 SVM -119 2 LOCK THROV (top L bat.) 0.312' da.. x 0.567' thro• •JAROINIER MASSARD' Brand. France , 20 SVM -120 2 DR. CENTER HANDLE ROUSTIOLIE ./ 4 110 x 1 1/4' Ins Article Code 042100 Mod. RY59 21 SVM -121 12' O.C. rRAHE INSTALLATION SCREWS 1 1/4' FH. /PIt - •TAPCON• 2 3/4' a sat L 3 1/2' a head /jamb 22 SVM -122 2 1/2' LOCKING THROV 1 5/8'd. semi-tube x 0.154'thk 35'l. a bottom. L 57 I /21. a top 23 SVM -123 2 STRIKE LATCH PLATES 1 7/16•.. x 7 1 /4'long 1 /4' CR. STEEL 24 • AS REO•D. SEALANT - CLEAR SILICONE • 'GE' Stock No. 012A 25 SVM -125 6 CENTER THROV -BO-T GUIDES 2.40' h. x 1.656' .. Attached •/ (2) *10 • 1 1/4' sns 26 SVM -126 2 040 THROV - BOLT GUI OCS 1.134' h x 1.656' .. •1 (21 I /8'd. x 3'1. MS L double nuts • 'FRAME HEIGHT 1/2' J _,, ' 1/4' 1 2 3/4• rx /PHI.- ')..pc V/ 1 1 /4' MIN. CMICO. 1N10 • • P. t. V1301 14.CX • t ICC INSIALLAI1Co4 WICS roe rasio.ce SPACING 1 5 EXTERIOR SIDE 1 1/2' SOLID PINE PANEL INTERIOR SIDE 114 x 3 1/2• rx/PHL= !APED.- v/ 1 I /4• NM EMICO. INTO 1 3/4' P. t. V030 1UCt 4 SCC INSTALLATION M3TCI rot raSTCNCR SPACIta. 3/4' HEAD 3/4' 1/2' LAMINATED GLASS v.' -z. 04.1 6' • • • • • 1 1/4' JAMB 3 7/8' BY Miami DI RA,, E • EL GEN RAL 0 ES- FRAME ASSEMBLY NOTES; 1. EACH SOLID MAHOGANY w000 FRAME HEAD. SILL dt JAMBS ARC, 6' DEEP AND THE CORNERS ARE BUTT JOINED WITH W000 CLUE AND FASTENED WITH (4) 114 • 3' W000 SCREWS IN EACH CORNER. PANEL ASSEMBLY NOTES; EACH SOUO MAHOGANY w000 STILE dt RAIL IS 2 1 /8" DEEP AND THE CORNERS. 1/2' THICK X 3' x 3" TENON A)1O w000 CLUE JC4NT. INSTALLATION SEALANT N 3. THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY SEALED WITH "GC STOCK N0. CE012A SILCONE. PROOUCI iI .EWED e a opfy4Z WIti; t Florida Blddiag Code - A.ceptaacc: No Ex !ration Date INTERIOR SIDE LOCKSTILES t---. 7/8' ---- 4 1/4' ---3 3/ 4:' FRAME WIDTH EXTERIOR SIDE Revision Notes & Description: Drawn DY: R.v:..d Dv. E.N. Dale Draw.: IDat. Rev! net 8 -28 -99 FULL ARCHED CASEMENT WINDOW PRODUCT DATA & PERFORMANCE DESIGN PRESSURE: MAX. FRAME SIZE = 73 3/4 "w. x 97 1/2"h. x 6" Deep Frame MAX. PANEL SIZE = 36 5/16 "w. x 95 7/16 "h. x 2 1/8" deep MAX. GLASS SIZE = 27 1 /4 "w. x 84 1 /4 "h. x 0.511" thick DESIGN LOADS = +53.0, -70.0 PSF WATER TEST PRESSURE: +8,00 PSF (53.33 DPI INSTALLATION NOTE; SCREWS & METHOD OF ATTACHMENT; MINIMUM REQUIRED FASTENER AS TESTED OR SEE OPTIONAL APPROVED 1 FASTENER SILL 1/4' x 2 3/4" - "TAPCON'S at o max. of 6 1/4" from ea. end and 12' o.c. HEAD: 1/4" x 2 3/4" = "TAPCON "S at o max. of 12" o.c. JAMB: 1/4' x 2 3/4" - TAPCON'S of a max. of '9" from sill end and 12" o.c. OPTIONAL. ANCHORS = 1/4" x 3" WOOD SCREW INTO 2X WOOD FRAMING 1. CLASS DESCRIPTION; Acceotance No. 97- 0527.04; 1 3/16' onnealed 4 1oss sheet + 1 0.063" resin by CLASS + 1 0.010" Solely -Plus Polyester inlerloyer + 1 0.063' resin by 'CLASSIAII' + 1 3/16' annealed glass sheet + Glazing Method' 3. Class glared Iwith Silicone - Do. Corning" No. 995 0.90' wide X 0.051' thick - over a 3/4" glass bite SOLID PANEL. DESCRIPTION; 1. BOTTOM PANEL: 27 13/16" wide it 28' 15/16 high x 1 1/2 thick Glazing Method; 2. Solid Ponel glazed with "GE" No. 012A Clear Silicone 3/4' deep X 1/2' wide x 0.051' thick - over o .3/4' x 1 1/4' bedding rail. . . No Dale By Parr Class: SrsL: 1 /6' 1/4• x 3 l /2• rx/PHL = 1APCON' V/ 1 1 /4' MIN, CMICO. INTO P. T. VOOO ruOt t SCE INSTALLATION ►arts rtR rASIC CR SPACING 1 -2 1 /8' .�n JAMB SABANA WINDOWS, INC. 6187 N.W. 167th Street, Unit H-15 Miami Lakes, FI. 33015 S...... /L FULL ARCHED CASEMENT WINDOW SAMPLE II 74 3/4" X 97 1/2" VERT. & HOR. CROSS SECTIONS, & NOTES Dra".iwe Cto..: ' w Dranq Name..: Test unit layout. SWD99 -526 • • . • • • • • • • • APPROVED AS COMPLYING Wm1 THE SOUTH F ORIDA BUILDING CODE *AT 0 .6 BY �• PROO T 4 NTROt DIV S ON 1911 BUILDING CODE COMPLIANCE OfFICg ACCEPTANCE HO. IC .Q1jo• SM. C 3 of 5 Now. L•w.L• SQUARE CASEMENT 'UNDO' - BILL OF MATERIALS ram / DWG f REQO. DESCRIPTION SIZE MATERIAL k REMARKS 1 SVI4-101 1 FRAME HEAD e 1 3/4' X 6' X 1 1 /4' MAHOGANY v000 . 2 SVM -102 1 FRAME SILL 1 1/4' X 6' X 5/8' MAHOGANY V000 3 SVM -103 2 FRAME JAMB e 1 3/4' X 6' X 1 1/ MAHOGANY v000 4 SVM -304 2 PANEL TOP RAIL 2 1/8' X 5• X 3 1/2' MAHOGANY V000 L 1 1/4' X 1' RABBET 5 SvM -305 2 PANEL BOTTOM RAIL r 2 1/8' X 7 1/2' x 5 5/8 MAHOGANY V000 L 1 1/4' X I' RABBET 6 SVM -306 2 HINGE STILE fr 1/8' X 5' X '3 15:16• MAHOGANY V000 1. 1 1/4' X 1' RABBET 7 SvM -307 2 LOCK STILE • 2 1/8•, X 5' x 4' MAHOGANY V000 L 1 1/4' X 1' RABBET B • • • • • 9 SVM -109 AS REO•D. MAHOGANY V000 BEAD 1° X 3/4' Attached ./ 119 x 1 1/2' .d. screws 10 SVM -1l0 AS Mkt. MAHOGANY V000 8EA0 3/4' X 1' Attached .1 18 x 1 1/2' .d. screws 11 SVM -111 1 MAHOGANY V000 ASTRAGAL. 1 1/8' X 1 3/4' .1 1 10 x 2' •d. SCre•s e 12'o.c. 12 SVH -112 AS RC0'0. CLOSED CELL FOAM STRIP 1/2' x 5/8' Fenn taped FULL LENGTH OF SILL 13 SVM -113 AS REOD. 0• LON SEAL 2 FRANC/PANELS Prone .580' .. X .650° M. Schlegel NODS -650 14 SVM -114 AS REOD. 0° LON SEAL 9 PANEL RAILS Pro Fie .335' .. X .336' h. Schlegel 10EZ320 15 ■ AS REVD. SEALANT - CLEAR SILICONE ■, "GE' Stock No. 012A ' 16 • AS REOD. 1/2' LAMINATED GLASS 0.511' thick laminated 'GLASSLAM' - (see gloss conpositwn) 17 • AS REOM. GLAZING - CLEAR SILICONE 0.90' wide L 0.051' thick 'DOV CORNING' No. 995 SILICONE . 18 SVM -118 AS REO'D. HINGES 9 26' O.C. C No. 23) JARDINIER MASSARO Brands Vith (8) 110 x 1 1/2• Vood Scre.s 19 SVM -119 2 LOCK THROV Ctop L bat.) 0.312' die. • 0.567' throw ' • JARDINICR MASSARO' Brand.. 20 SVM -120 2 OR. CENTER HANDLE ROUS'TIOUE •/ 4 1 10 P 1 1/4' sns Article ,Code 042100 Mod. RY59, 21 SVM -121 AS RE0•D. rRA14E INSTALLATION SCREVS 1/4' FH. /PH. - 'TAPCON' 2 3/4' e sill L 3 1/2' e Mead/ jamb 22 SVM -122 1/2' LOCKING THROV 5/8'd. semi -tube • 0.154•thk.35'1. a bottom. 1. 57 1/21. 2 top 23 SVM -123 • • • • 24 SVM -124 2 PN1 LOCK THROV-80LT PLATE 2 1/2' wide x 8' long 1/4' thick Chead). 1/2' thick LW) 25 SVM -125 2 PANEL rLAT THROV -BOLT 3/4'•. •B• long x 1/4• thick a1 inactive panel only FRAME HEIGHT 4 4 5/8' EXTERIOR SIDE 6 15/16' 5/8J 1/4• it 2 3/4' rx/PNL-•TAPCDN V/ I 1/4• NIN. CMeCt4 INIo P. T. vODD BUCK t SEC INSTALLATION I.0 CS tog rAstchca SPACI14 1 illli -42 1/81--- 1/ s 3 yr r et/P•L- •TAPCar. V/ 1 1/4• 14114. CNIC6 (1410 P. t. email ktx t SCC INS ALL 0.1104 ICTCS • rag rAtrCNCR SPACING I 1/2' LAMINATED GLASS INTERIOR SIDE 5 5/8' O SILL 1 E-1. 1/4' SILL 1 • • 0 1 3/4' JAMB 3 1/2' 4 1/2' --- O 1 1/4' 2 1/8' FRAME & PANEL GENERAL NOTES: FRAME ASSEMBLY NOTES: EACH S000 MAHOGANY W000 FRAME HEAD. SILL & .1M 95 ARE 6" DEEP ANO THE CORNERS ARE BUTT JOINED WITH WOOD GLUE FASTENED WITH (4) /14 x .3' W000 SCREWS IN EACH CORNER. PANEL ASSEMBLY NOTES: 2. EACH SOU° MAHOGANY W000 STILE & RAIL IS 2 1/8' DEEP AND THE CORNERS. 1/2 THICK X 3' . 3' TENON AND w000 CLUE JOINT. INSTAL LATION SEALANT NOTES; 3. THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY SEALED WITH 'GE' STOCK NO. CE012A SILICONE. Drover. By: E.N. D.t• D......• 8 -22 -90 INTERIOR SIDE LOCKSTILES 4 1/8' 3 3/4' 4 5/8' FRAME WIDTH EXTERIOR SIDE Anv•4 Ay: Deft Ansse4.. 4 1/4' Revision Notes d: Description: No 4 w Pare Cf.: Srw: 1/8" r GLASS DESCRIPTION; Acceptance N. 97- 0527.04; 1. (1 3/18' onneoled 9Ioss s het + 1 0.063' resin b CtAS 1 0.010' Safety -Plus Polyester intertoyer + 1 0.063' As by 'CUISSLAM' + 1 3/16' onneoled glass sheet + Clor■no Method; 3. Gloss glared with Silicone Dow Corning' I . 0.90' wide X 0.051' thick -. over0 3/4' PRODUCT RENEWED ss complying with the Elands Bidding Code p tA ce No 42'D 28.04' Date By 1 1/4' 1/ 4' : 3 tilt rx/w4t: •TAPCaN' V/ 1 It e• MIN, ENBCO. INTO P. T. VOpO TUCK 1 SCE INSTALLATION KITES F OR FASTENER SPACING 2 1/8' �p n Es .,. Date ∎14071/ -BB7 g / .. ... gip U. • Product Cos a No. 995 gloss bite • dP JAMB 3 1/2' �-- 3 1/2' BY •■•••■••••• 1 3/4' SQUARE CASEMENT WINDOW PRODUCT DATA & PERFORMANCE DESIGN PRESSURE: MAX. FRAME SIZE = 74 3/4 "w. x 97 5/8 "h. x 6" Deep Frame MAX. PANEL SIZE = 35 15/16 "w. x 95 7/16 "h. x 2 1/8" deep MAX. GLASS SIZE = 26 3/4 "w. x 84 1 /4 "h. x 0.511 thick DESIGN LOADS = +53.0. -70.0 PSF WATER TEST PRESSURE: +8.00 PSF (53.33 DPI • • r • • •. • • INSTALLATION NOTE; SCREWS le METHOD OF ATTACHMENT; • ' MINIMUM REQUIRED FASTENER AS TESTED OR SEE OPTIONAL APPROVED FASTENER SILL: 1/4" x 2 3/4" -"TAPCON"S at o moll. of 6 1/4' from ea. end and 12" o.c. HEAD: 1/4' x 2 3/4" - "TAPCON'S of a max. of 12" o.c. JAMB: 1/4' x 2 3/4' - "TAPCON'S at o max. of 9" from sill end and 12" o.c. • OPTIONAL ANCHORS = 1/4" x 3' WOOD SCREW INTO 2X WOOD FRAMING APPROVED AS COMPLYING WR11 THE SOUTH FLIDRIDA BUILDING CODE DAT (gaol() PROD T 'NIROL DIV!S!0N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO tl ck -1O it, .n3 SABANA WINDOWS, INC. 6187 N.W. 167th Street, Unit H -15 Miami Lakes, Fl. 3.3015 srr4. i'" "t: SQUARE CASEMENT WINDOW SAMPLE III - 74 3/4" X 97 5/8" VERT. & HOR. CROSS SECTIONS, & NOTES De Ors.me r: SA.rL• • L..1: _ Test unit layout P Nuened SWD99 -526 4 of 5 11w. SOLID !00D RAISED PANEL CASEMENT WINDOW - BILL OF MATERIALS ITER / DRT'C / REDD. PART DESCRIPTION ■ SIZE MATERIAL k REMARKS 1 Sv14-101 1 FRAME HEAD 1 3/4' X 6' X t 1/4' MAHOGANY v000 • 2 Sy/4 1 FRAME SILL 1 1 /4' X 6' X 1/2' MAHOGANY VOOD ] SVM -103 2 FRANC JAMB 1 3/4• X 6' X 1 1/4' MAHOGANY V000 4 SVM -404 2 PANEL TOP RAIL a 2 1/8' X 5 1 /4' X 4 1/4' M • T WOOD C 1 1/4' X 1' RABBET 5 SVM -405 2 PANEL BOTTOM RAIL 2 X 9 3/4' X 9 1/2' MAHOGANY VOpD L 1 1/4' X 1' RABBET 6 SVM -406 2 HINGE STILE 2 1 /8' X 4 7/8' X 3 7/8' MAHOGANY VOOD L 1 1/4' X 1' RABBET 7 SVM -407 1 LOCK STILE 2 1/9' X 5 1/8' X 4 1 /8' MAHOGANY VOOD L 1 1/4' X 1• RABBET 8 SVM - 408 1 RAISED PANEL HOR. STILE 2 1 /8' x 6' X 4' MAHOGANY WOOD 1. 1 1 /4' X 1• RABBET 9 SVM - 109 AS RC0.0. MAHOGANY V000 BEAD l' X 3/4' Attached v/ 18 x 1 1 /2' .d. screws 10 SVM - 110 AS REQ.!). HAHOGANY VOOD BEAD 3/4' X 1' Attached ./ ■8 it 1 1/2' •d. screws 11 SvM -111 1 MAHOGANY WOOD ASTRAGAL 1 1 /9' X 1 3/4' ./ • 10 x 2' .d. screws 2 12:o.c. 12 SVM -112 AS RE0'0. CLOSED CELL rpm STRIP 1/2' x 5/8' Coon taped FULL LENGTH OF SILL 13 SVM -11] AS 9E00. 0' LON SEAL 2 FRAME /PANELS Prorle .580' .. X .650' h. Schlegel 8005 -650 14 SVM - 114 AS 2E0 D. 0' LON SEAL 2 PANEL RAILS Prone .335' .. X .33E' h. Schlegel 10E2320 15 SVM -I15 AS RE00. Raised Panel - 27 13/16' Vid 1 1/2' Thick - Solid P•vte C Top. 74' hi, Bottom. 28 15/16' W ) 16 ■ AS RCO'0. SEALANT - CLEAR SILICONE • CC 0124 SILICONE 17 • AS REDO. GLAZING - CLEAR SILICONE 3/4' • 1/2' x 0.051' thick' GE 0124 SILICONE 18 SVM -110 AS REO10. HINGES 2 25' o.c. 3 1/8' x 4 15/16' x 0.078'' Vith (8) 110 x 11/2' Vood. Scre•s 19 SVM -119 I LOCK with Brass Keep et 52 nn B.S. 81 ruff Length SCI4.EGEI. Mufti -Solt Lock - Stainless 20 SVM -I20 2 Notional Brand - Throw 0.611' diameter - bolt Attached w/ C6) 1/4 -20 SS -MS 1. Nut - 21 SVM -121 12' 0.C. FRAME INSTALLATION SCREVS 1/4' rH /PH. - - TAPCDN• 2 3/4• a sat L 3 1/r 2 head / jamb 22 SVM -122 2 PANEL 80.T REtNM. PLATE 2' X 2' • 23 SVM -123 2 PANEL LOCK /LATCH PLATE 1 1/2' • 4' ■ 24 SVM - 124 2 IVES MODEL 453 ./ t4) 1/4 -20 SS -MS L Nuts at active panel only 25 SVM -125 2 PANEL FLAT THROV -BOLT 3/4'.. It 8• long • 1 /4'thick at inactive panel only 4 1 1/4' FRAME HEIGHT 5 1/4' EXTERIOR SIDE 8 3/4 • 1/2' 1/4' x e 3/4' r.bt/P141.- •11APCON• V/ 1 I/4' MIN. tM*CD. INt0 P. I. V00D WC( ( KC ONtI ALL AIION NOICS rcR rASICNCR SPACING 1 2 1 /B' 4 1/4' SOLID RAISED v000 PANEL INTERIOR SIDE 1/4• x 3 ►/r r/t/P+tl.-•TAPCOr w/ 1 l / MK CMIICa pap P. I. VC11D RCA ( SEC 10(1IALLATICsI KITES • . %rot rAStCNER SPACING ) 1/4' MAX. SHIM 8 1/2' 1 w •.f. .m kat HEAD 0 SILL 1 F 1/4' SILL I • • • • . • :.. 4 1/4'- 0 3 0 €1) • •f -- - - t, • u/• x 3 1/2' rH./PNL- • fAPEEw • V/ I 1 /4 MIN. DISCO. INTO P. T. V000 RUCK SCE IMS NOICS rpR rASf CNCR SPAC ° N 1 I`I e1, o 0 • • 1 3/4' JAMB -4 1 / 4' H 2 1'/ 8' L._ 4 1/2' FRAME & PA NEL GENERAL NOTES: FRAME ASSEMBLY NOTES; 1. EACH SOUO uAHOCANY W000 FRAME HEAD. SILL & JAUOS ARE 6 DEEP ANO THE CORNERS ARE BUTT JOINED WITH WOOD CLUE AND FASTENED WITH (.3) 112 .• .3' w000 SCREWS IN EACH CORNER. PANEL ASSEMBLY NOTES: • 2. EACH SOLID IJAHOCAN1' W000 STILE & RAIL IS 2 1/8° DEEP ANO THE CORNERS. 1/2" THICK X 3' • .3' TENON ANO W000 CLUE JOINT. INSTALLATION SEALANT NOTES; 3. THE FRAME ANO ALL EXPOSED INSTALLATION FASTENERS uuST BE PROPERLY SEALED w(TH 'Cr STOCK NO. CE0►2A SILICONE. Revision Notes Drawn By: E.N. INTERIOR SIDE LOCKSTILES 4 1/8' FRAM WIDTH EXTERIOR SIDE SOLID WOOD PANEL CASEMENT WINDOW & Description: 4 5/8' 4 1/8' No Date By Part C1a• Oat• D..un • 4. sow: 8 -28 -99 1/8 SOLID PANEL DESCRIPTION; 1. TOP PANEL: 27 13/16' .ide x 74' high • 1 1/2' thick 2 . BOTTOM PANEL: 27 13/I6' .1I)e x 29 15/15' high x 1 1/2' thick Glazing Method; 3. Solid Panel glazed with 'CE' No. 012A Clear Silicone 3/4' deep X 1/2" wide x 0.051' thick - over 0 3/4' : 1 1/4' bedding, raft. mot= RENEWED of ootaplytet with tie Florida �4ding Code Acceptance No 02-OB28. Es •Intipm Date . � 1 Dy e Product Coat .dr JAMB PRODUCT DATA & PERFORMANCE DESIGN PRESSURE: MAX. FRAME SIZE = 75 "w. x122 "h. x 6" Deep Frame MAX. PANEL SIZE = 35 15/16 "w. x 120 5/16 "h. x 2 1/8" .deep MAX. SOLID RAISED SIZE = 27 13/16 "w. x 74 "h. x 1 1/2" thick DESIGN LOADS = +53.0, -70.0 PSF WATER TEST PRESSURE: +8,00 PSF (53.33 DP) INSTALLATION NOTE; SCREWS k METHOD OF ATTACHMENT; MINIMUM REQUIRED FASTENER AS TESTED OR SEE OPTIONAL. APPROVED FASTENER SILL: 1/4 x 2 3/4' - "TAPCON "S at a max, of 6 1/4" from ea. end and 12" o.c. HEAD: 1/4' x 2 3/4" - "TAPCON "S et o max. of 12" o.c. JAMB: 1/4" x 2 3/4' - "TAPCON "S of a max, of 9" from sill end and 12" o.c. • OPTIONAL ANCHORS = 1/4" x 3" W000 SCREW INTO 2X WOOD FRAMING APPROVED AS COMPLYING WITH TILE SOUTH f ORIDA BUILDING CODE : OAT 1e. .... • 9 BY / i . ! i ,12 PROOUC ONTROI DIV'S ON BUILDING CODE COMPUANC OFFICE ACCEPTANCE NO.' - 0 q 1(l • 0 • • • • • • • • SABANA WINDOWS, INC. 6187. N.W. 167th Street, Unit H -15 Miami Lakes, FI. 33015 S•r". /".a.' SOLID WOOD CASEMENT WINDOW SAMPLE IV 75" X 122" X 6" DEEP VERT. & . HOR. CROSS SECTIONS, & NOTES Oraum, CIA•.: Drawing Numna.r. Shut: Rif.. LwTI• Test unit layout SWDOO -520 5 of 5