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WS-07-949REPLACE OF 15 WINDOWS AND 2 DOORS Passe d Inspector Comms �- N u , Ah IS / OA "Go 1 ( ! NS2:4�°.�2 6./0 cv ' , 1 /A/ axA � O a 1 (---_________ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until u Inspection Date: 07/18/2007 Inspector: Grande, Claudio Owner: BREVING, LOWELL Job Address: 423 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: PREMIUM WINDOW INSTALLATIONS Building Department Comments Tuesday, July 17, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number ()- Parcel Number 1132060140240 Lot: Phone: (305)266 -4515 Page 1 of 2 REPLACE OF 15 WINDOWS AND 2 DOORS JUL 2 0 AM 1 Passed / Inspector Comments my Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP-48608 Permit Number: W S -5 -47 -848 Inspection Date: 07/19/2007 Inspector: Grande, Claudio Owner: BREVING, LOWELL Job Address: 423 92 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: PREMIUM WINDOW INSTALLATIONS Building Department Comments Wednesday, July 18, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Window /Door Replacement Block: Phone Number ()_- Parcel Number 1132060140240 Lot: Phone: (305)266 -4515 Page 2 of 2 Permit Number: WS -5 -07 -949 Invoice Number: WS -5 -07 -28421 Applicant: LOWELL BREVING Company Name: Owner Address: 13 108 Street NE MIAMI, FL 33138- Job Address: 423 92 Street NE Miami Shores Village, FL 33138- Date Tuesday, June 26, 2007 06/26/2007 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 2665 Amount $315.00 Change $0.00 Total Payment: $315.00 Page 1 of 1 o5i BUILDING PERMIT APPLICATION FBC 2004 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ ,2 1, 7O2. Type of Work: " °Addition °Alteration Describe Work: Miami Shores Village MAY 0 9 2007 L Building Department Y. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) ' 2 3 . C °New ®ems Phone # Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) .®/.t/e- / 7Bf_ G Phone # -76?6. - . 2 O ("' 7Z P`7' ° Owner's Address 923 12 S t City f , 5/1-0W —e-S State_ �m�✓e;) Zip 3 _F/35 • Tenant/Lessee Name Phone # City Miami Shores Village County Miami -Dade Zip 33( 3 2 • FOLIO / PARCEL # // - ...37-6: a - ® ,/cv - `--/e2 • Is Building Historically Designated YES NO Contractor's Company Name M.— r�,..-Cfv,r e Pte/ 4 -O. Phone # 3 43 .5 — 2/ G — 4' 57 . Contractor's Address F„....3-to 5. /,J 4/.5 Li. S 1/L. i .e.. t - City f State fG.e2re d • Zip 5.5 45. • Qualifier Name a A it) rfl/ .s4 . Phone # State Certificate or Registration No. Certificate of Competency No. ©e / 6 6 • Square / Linear Footage Of Work: A Repair/Replace ❑ Demolition ;ID OY:.5 * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ ago 0_5,31 CCF $ f 9-'(0 CO /CC Notary $ Training/Education Fee $ 40D Technology Fee $ 1 Scanning $ la Radon $ DPBR $ Zoning '$ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ),5.0 >— um 2 6 MD See Reverse side -4 Cj d Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement_ and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature %� /' , Owner or Agent Contractor The for oing ' trument was ac owledged before me this t � The foregoing instrument was ackno ledged before me this day of i 20 0 .- by 1!-e � M , day of , 20 ()q by Mfl?i111 L,. who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. Signatur NOTARY PUBLIC: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Plans Examiner Engineer Zoning Project Address 423 NE 92 Street Miami Shores Village, FL 33138- Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 LOWELL BREVING 13 NE 108 Street MIAMI FL 33138- Contractor(s) Phone Cell Phone PREMIUM WINDOW INSTALLATIONS (305)266 -4515 Type of Work: windows /doors No of Openings: 17 Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $12.00 $4.00 $280.00 $12.00 $7.00 $315.00 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Address 11 APPRO Expiration: 11/0712007 Parcel Number 1132060140240 Block: Lot: Total 1 Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type: 19UN 2 6 PAID $ o.00 $ 0.00 Phone Applicant LOWELL BREVING CeII Valuation: Total Sq Feet: $ 20,000.00 271 Available Inspections: Inspection Type: Shutter Attachment Final Shutters Window Door Attachment Final i May 11, 2007 Date Friday, May 11, 2007 1 • 04/28/2007 09:27 1. Client 2. Job Name 3. Job Address te r - L4AJ6 0,4 (. /tis/ 4. 5. Building .Height : _ / • ft. (see sketch belo 6. Basic Wind Speed : / mp h 7. Wind Standard : ASCE 7-02, PBC 2004 Edition County 8. Roof Slope : Qf Flax O Slope: Pitch / 12 9. Exposure iNon Coastal O Coastal O Other (Coastal exposure applies within 1500 ft of ocean line or 50 miles line for Std. Bldg. Code Chapter 16.) 10. Building : Length 7/ gl it. Width . P Y 11. Attach floor plan with shutter / window, sizes and types. (Note: If maximum load used for all openings floor plan is not req 12. Building Category : Client Representative i .Bldg. > 60 ft. 3052668145 PREMIUM WINDOW AlsFarooq Corporation 1235 SW 87 Avenue - Miami, FL 33174 Tel; (305) 264 -8100 • Fax: (305) 262 -6978 Site Specific: Wind Loads rlfe 0? -7 15- (Based on data supplied by client) q - 30 ZPI Bldg. < 60 ft. PAGE 02/03 ,p y 092 1 • .. •• • • .... • 0 000 . .• . • • • .. . • .• ▪ • • 0000 • • O 0 00 • • .• • • . • • •• • • .... • . 0 0 0 ••• • .. •• Dr. Humayoun Farooq, P.E. — FL #1 5557 E8 C.A.N. #3533 . . • • • • • ..• • • • 0 • • • 00. • ..• • AL- FAROOQ CORPORATION 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :PREMIUM WINDOW PROJECT :LOWEL T BREEVING WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -02 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 146 MPH IMPORTANCE FACTOR I : 1 EXPOSURE CATEGORY : C MEAN ROOF ELEVATION H : 18 FT. TRIBUTARY LOAD AREA A : 10 FT Kh = 0.88 (TABLE 6 -3, P75) Kd = 0.85 (TABLE 6 -4, P76) Kzt= 1.0 (TOPOGRAPHIC FACTOR) GCpi COEFFICIENTS = + .18 - .18 (TABLE 6 -7 p62) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV - 2 = 40.82 PSF GCp COEFFICIENTS (FIGURE 6 -11A, p57) ZONE 4 = +1.00 -1.10 ZONE 5 = +1.00 -1.40 DESIGN PRESSURE P = Qh(GCp - GCpi) ZONE 4 = + 48.2 PSF - 52.2 PSF' (2;;E 5 = + 48.2 PSF - 64.5 PSF Th 04 -30 -2007 ••••• • • •••• • • • • • •• • • •.. • • • • • •• • • • • • •••• • • • • •••• •••• • • •• •••• • • • •• -• • •.•.. • • • S • -a•..• •.._• • ••i ' • •• •.. •. • • -• • ' •• • •.•• ••• .._.•• • • "i • ...• • •_ • • • • •. • • • . •..• ••a ._• •••- •. . •'• • • • • • • • • __• ••'• • • •' • • • • • • • • •• ' • • • • • • •• •. • • .. ..•. • • • •. • • • • '• ••• ••• • • • •'• . • • ••• .• ••• • • •- • • • • • • • • • • •• •• ••• • • AOTPARr - MO ROOT - • •• • • • - - • .JxarsARtrnr . RairPOOFOT LC EL 7 OREVAVG FOLIO NO 1t 3ZOS:Gt4 O24O ' • 001)-2421-,10. 423 AGE 92 STREET iMfiAM! SI}ORE$ JFL 330& BOOM eE/RgW ALL PRODUCT BY YALE DOWN MANUFACTURING r96., lb* ofiikks miaow i, rot Selma N ss i•o WJhlsMIMIarm aLiko rear raY APPNOEAraaAD PRESSMEN - - • fOOLOI(afeata • - - - JJ"xa1 . . AIPNMCEL000OOtO. OOD0W1E 3e rare - tD OTOOLOONOOOO.wsr MI NA, a7a•IAaEaED Bµ49 .. APPr1019S•END Fr@16rA6'• - .. .... ^.J . FL'_ . MONO4w -12a* .. l- tariokii 6 1.44 Twin M .* •iw .. .. i1N&YE FRIi®rdtJ51RBIiABAr Qd/.YO " "' .. INS•JJ•t YalratOMASSIJaa EVIERLAYET WNSP EEPO1'EYIAOOBNI+MOVEATIVOfDBLw A aaa /e/( wnaaPoE8SrJRCS - .. .. (y �Jeao orx rf- .... . . . _ tN2NJaaamlaw Atheism aMAe .. 'MRIEPRoorel►ARO Mo E( iTe9a Ixsattsrr-a OOR ItEEPONOMAIONUMBY APR IPIRESIWRE ;DNDSra . 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"0 m GI W 5 6 7 / G�® /( /6 0 .61 /cro.o 1 9 .2 yocK5 2" le 5ostf' • © ,o/ /Yoo A2/6 37 "K50 .5(;) . .o di-Ls ,2")(43" t .6 P - qP.2 /Gcl..S /2 "Y7 ?"" (O.o( ft ao a". .e/6 5 12" X7 7 " .700//3P.2 4 /P.1/G (.5 pry 5 p.0 icro• (i 4 /P.2(mil. S 3? ")€ St 65•b/65O .2/ 6 5 s %Y1P2P Fd•o /!fS'.6 let-2/6 5Y "Y$O /F 9'0.0//Yo.0 P-2./ 4.5 37 3P.• ¶&b� vo o 1 1P? 2 f69.5 3F"� Sos /9" 45.0y t s.o .2/ 5 7z' -'v` ',G.o/ /qv. o f .5o /bP o / /go.o y�2 /� '.S ?/P k 32w 90 .0// 'to.0 N'•../ n.5' 9 11$041‘.39 P, 7b. &/$(o o rJP• 2(6 .c 37"xsos/b' A0 se/t: p Al itti eV sa ,1t10 s21® • ••• s21® sLl O .t) ® .lJ p yt/ AJ 4) ® lam' dV er, /t 0 sir 0 Es • • es. Miami Shores Building Department Product Approval Schedule / Comparison Chart Address; 23/9 E T'Z st Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / loo Yes / No Yes / No *W1914415 Ada &, 03 -/2 04 1 d3 - /203 - 02. 3 r o _420.1 74/ 5. (J . /)3/2C3 . 02 4, . 014 A W/ d 040 # ©_ .01. c.p wmAn. t) 3 - O ?1 2. O( yeD oido o 3 -0?(0. 0( OQ:, Oir// /.S. v ;tuJ s . 03-120- .6 2 oxigalt4 /S. w;&dow. 3 -/2 3.0 2 4.,ccit Or0Ov p s' -/,.29 .03 24b4 '44/& iJK b 3- /w3.02. o2meea 5.thd. b -1 03. b2 0/vAceits (5 ll zv. 0 3 -12.03 • oz /z-e,ze.6 Poor L7 - /2.1 . v.; o/./20441 /S. t 2, ..4w . 03-/243. 02. fl /a MsA, w /seeetAl. r05 . 0( . 1444 (l.Pv Lvi 1).5"- 0 .3((• o ( D440261 S. ."2. 03-./2 03. t) ( +) PSF ( -) PSF oz , f 4 9 7 /'-3206 ° 0 l y OZ / er, . ( +) PSF ( -) PSF q 2/ i '1/50 ••• • • • _ • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • ••• • • • • • • • ycs BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah, FL 33010 MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 1800 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W01 - 64, titled "Series 1800 Alum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by Al Farooq Corp., dated 9/17/01 and last revised on Jan 30, 2007, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 cane for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03-0805.07 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by 'shag I. Chanda, P.E. NOA No 06- 1229.03 Expiration Date: January 03, 2012 Approval Date: February 21, 2007 Page 1 Yale Ogron Manufacturing Co„ Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 03- 0805.07) 1, Manufacturer's die drawings and sections. 2. Drawing No.W01 -64, titled "Series 1800 Alum French Door w/ Sidelites ", sheets 1 through 8 of 8, prepared by Al Farooq Corp., dated 9/17/01 and last revised on Jan 30, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 03- 0805.07) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of a aluminum French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 2682, dated 7/12/01, signed and sealed by Luis Figueredo, 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 drawings and installation diagram of an aluminum french door w/3 -point lock, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3389, dated 6/25/02, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations & comparative analysis, prepared by Al- Farooq Corporation, dated 12/13/06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Anchor Calculations & structural analysis, prepared by Al- Farooq Corporation, dated 8/28/01, signed and sealed by Dr. Humayoun Farooq, P.E.( # 03- 0805.07) 3. Glazing Complies with ASTM E- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF GLAS ", expiring on 12/16/07. 2. Notice of Acceptance No. 03 -0916.02 issued to Nebula Glass International Inc. for "Glasslam Safety -Plus Laminated Glass ", expiring on 09/09/08. 3. Notice of Acceptance. No. 06- 0216.06 issued to Saluda Inc. for "Saflex ", expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance & "No financial interest ", dated 12/13/06, signed and sealed by Dr.Humayoun Farooq, P.E. 2. Statement of laboratory compliance, as part of above referenced test reports. G. OTHER 1. This NOA revises & renews NOA # 03 - 0805.07 expired on January 03, 2007. 2. Test proposal dated 01/13/05 approved by BCCO. At4 i Ishaq Chhanda, P.E. Product Control Examiner NOA No 06- 1229.03 Expiration Date: January 03, 2012 Approval Date: February 21, 2007 E -1 NOT TH /: PERMIT LOWELL T. BREVING & CARLO ALOISI FOLIO No. 11- 3206 - 014 -0240 (786) -201 -1219 423 ME 92 STREET MIAMI SHORES FL 33138 RAN NT DOOR NOT PART I ' THIS PERMIT RTIN PERMIT EGREES WINDOW 3 BDRM EGREES WINDOW EGREES WINDOW EGREES WINDOW ALL PRODUCT BY YALE OGRON MANUFACTURING Co., Inc OPENINGS 1/2/3/8/12/15818 ALUMINUM HORIZONTAL SLIDING WINDOW SERIES #1600 HITE FRAME/ CLEAR GLASS/ CONF OX 7/16" AA / 3/16" ANNEALED GLASS / .090 INTERLAYER SAFLEX/ KEEPSAFE MAXIMUM BY SOLUTIN 3/18" ANNEALED GLASS • • • APPROVED WIND PRESSURES ( +) 90.0 / ()140.0 • • 37 "X 60 5/8" • • (NOA) No. 03.1203.02 • OPENING 4 • • • 1- ALUMINUM HORIZONTAL SLIDING WINDOWSER/ES # 1600 • • • WHITE FRAME/ CLEAR GLASS/ CONF XOX 7/16" AA / 3/16" ANNEALED GLASS/ .090 INTERLAYER SAFLEX/ KEEPSAFE MAXIMUM BY SOLUTIN 3/16" ANNEALED GLASS • • APPROVED WIND PRESSURES ( +) 90.0 4492.0 92 "X 63" (NOA) No. 03. 1203.02 OPENINGS 586 2- ALUMINUM FIXED WINDOW IMPACT VIEW WHITE FRAME/ CLEAR GLASS/ CONF 0 7H8 "HH / 3/16" HEAT STREND GLASS/ .090 INTERLAYER SAFLEXJ KEEPSAFE MAXIMUM / 3/18 "HEAT STREW?) GLASS APPROVED WIND PRESSURES ( +)80.0/()800 12 "X 77" (NOA) No. 03 -0710.01 OPENING 7 1- ALUMINUM HORIZONTAL SLIDING WINDOW SERIES #1600 WHITE FRAME/ CLEAR GLASS/ CONE XOX 7/16" AA / 3HB "ANNEALED GLASS/ .090 INTERLAYER SAFLEX/ KEEPSAFE MAXIMUM BY SOLUPN 3f18- ANNEALED GLASS APPROVED WIND PRESSURES ( +) 90.0 / ()1382 74 "X 50 5/8" (NOA) No. 034203.02 OPENINGS 9 1- OUTSWING ALUMINUM FRENCH DOOR (WITHOUT SIDEUTES) WHITE FRAME/CLEAR GLASS/ CONFX 7/16" NH 3/16" HEAT STRENU GLASS/ .060" INTERLAYER SAFETY PLUS POLYESTER BYGLASSLAM/.0f0 "PET FILM/ .060 INTERLAYER SAFETY PLUS POLYESTER/ 3/16" HEAT STREND GLASS APPROVED WIND PRESSURES ( +) 63.0 /(65.0 351/4 "X 82 "( 3'X T NOMINAL DOOR WIDTH X HEIGHT) (NOA) No. 084229.03 OPENING 10 1- ALUMINUM HORIZONTAL SLIDING WINDOW SERIES 01600 WHITE FRAME/ CLEAR GLASS/ CONF OX 7/I8 "AA/ 3/16" ANNEALED GLASS/ .090 INTERLAYER SAFLEX/ KEEPSAFE MAXIMUM BY SOLUTIN 306" ANNEALED GLASS APPROVED WIND PRESSURES (+) 90.0 / 0118.6 74 "X 50 5/8" (NOA) No. 03-1203.02 OPENING 11 1- ALUMINUM HORIZONTAL SLIDING WINDOW SERIES # 1600 WHITE FRAME/ CLEAR GLASS/ CONF OX 7H8" AA / 3/16" ANNEALED GLASS/ .090 INTERLAYER SAFLEX/ KEEPSAFE MAXIMUM BY SOLUTIN 3/16" ANNEALED GLASS APPROVED WIND PRESSURES ( +) 90.0/0140.0 37 "X 38 3/8" (NOA) No. 034203.02 ••• • • • • • • OPENINGS 14 1- OUTSWING ALUMINUM FRENCH DOOR (WITHOUT SIDEUTES) WHITE FRAME/ CLEAR GLASS/ CONE XX 7 /16 "HH/ 3/18 "11EAT STREND GLASS /.000 "INTERLAYER SAFETY PLUS POLYESTER BY GLASSLAM/. 010 "PET FILM/ .060 INTERLAYER SAFETY PLUS POLYESTER/ 3/10" HEAT STREND GLASS APPROVED WIND PRESSURES ( +) 65.0/()65.0 72 "X 79 3/4 "( 6•X 7'NOMINAL DOOR WIDTH X HEIGHT) (NOA) No. 064229.03 • • • • • ••• • • • • • • ••• OPENING 16 817 2- ALUMINUM SINGLE HUNG WINDOW- LMI, SERIES #1700 "IMPACT VIEW" WHITE FRAME/ CLEAR GLASS/ 7/10" AA 134 0" ANNEALED GLASS/ .090 PVB INTERLAYER SAFLEX/ KEEPSAFE MAXIMUM BY SOLUTIN 3/16" ANNEALED GLASS APPROVED WIND PRESSURES ( +) 900 /0140.0 19 f /8 "X 38 3/8" (NOA) No. 05.0311.01 ••• • • • • • • • •• ••• •• • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • • • • • • •• • • • • •• ••• •• • • • • • • • • • ••• • • • • • • • • •• PERMIT #: Miami Shores Village APPROVED BY ZONING DEPT BLDG DEPT MAY 0 9 2007 ........ DATE SUBJECT TO COMPUAN E WITH ALL ED AL STATE AND COUNTY RULES AND REGULATIONS t0 w x 6 3/4" MAX. HEAD /SILL CORNERS go CO 0 144" MAX. FRAME WIDTH 23 7/8" D.L OPG. • 34" LEAF WIDTH \ 23 7/8" MAX. D.L. OPG. 34 MAX. LEAF WIDTH SERIES 1800 ALUM FRENCIJ DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 12 0 / 3" \ II \ II 1 II / / / / TYPICAL ELEVATION ( OXXO ) TESTED UNIT / 12" SURFACE APPLIED FALSE MUNTINS MAY BE USED 6 3/4" MAX. HEAD /SILL CORNERS 0 J 0 DOORS /SIDELITES ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 23 7/8" MAX. D.L. OPG. 34" MAX. LEAF WIDTH • • • • 71 3/4" MAX! • • •• • • FRAME WIDTH / 0 0 / I II \ 11 \ II _ll__ II \ GLASS D,LO. DIMS, D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT - 13 D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 13.625" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 24 ")/2 Engr. DR. HU -YOUN FAROOR STRUCTURES FLA. PE 16667 CAN. 3538 0 2007 • . . •,' • •• . . • • • • • • • • • • • ••• • • • • ••• * obi, • • •• • • • • • • i• • • • • • • • • • •• • • • • • • • • • ••• • • " i • • • • •• ••• • ••• •• • • • • •_• • • • • • • • • ••• •• • ••• • • • • • • • • • ••• z d 8 PRODUCT !RENEWED as WI ��l Marton* No - 124 03 Explaystkus � By\%v4A°! Ivor. L,K Osond abides C 0 -1 •c U II 0 .0 N Z 2 U 0 0 K N popi� S o 0 a O p N M N a 0 ^ . — �F c 7 a 1 I.- 9 i 4� ii 1 14 drawing no. WO1 --- 64 = U .0 n -J STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT DOOR WIDTH SIDEUTE WIDTH GLASS 'A', 'B' OR 'C' FT. /IN. FT. /IN. INCHES EXT. ( +) INT. ( -) - 3/0 (X) 6/0 (XX) 30 65.0 65.0 2/6 (X) 2/6 (X) 36 65.0 65.0 65.0 65.0 5/0 (XX) 42 65.0 5/0 (XX) 65.0 48 55.0 65.0 65.0 65.0 54 65.0 65.0 6/8 30 65.0 65.0 3/0 (X) 36 65.0 65.0 6/0 (XX) 42 65.0 65.0 48 65.0 65.0 30 65.0 65.0 2/6 (X) 36 65.0 65.0 5/0 (XX) 42 65.0 65.0 65.0 65.0 7/0 48 30 65.0 65.0 3/0 (X) 6/0 (xX) 36 65.0 65.0 65.0 65.0 42 2/6 (X) 30 65.0 65.0 65.0 65.0 5/0 (xX) 36 8/0 42 65.0 65.0 3/0 (X) 30 65.0 65.0 6/0 (XX) 36 65.0 65.0 DOORS WITHOUT SIDELITES , DESIGN LOAD CAPACITY - PSF DOOR HEIGHT FT./IN. NOMINAL DOOR WIDTH FT. /IN. GLASS 'A', 'B' OR 'C' EXT. ( +) INT. ( -) 6/8 2/6 (X) 5/0 (XX) 65.0 65.0 3/0 (X) 6/0 (XX) 65.0 65.0 7/0 2/6 (X) 5/0 (XX) 65.0 65.0 3/0 (X) 6/0 (XX) 65.0 65.0 8/0 2/6 (X) 5/0 (XX) 65.0 65.0 3/0 (X) 6/0 (XX) 65.0 65.0 ,... / \ / c „..._ i N \ / n 7 � / \ / 11 I r i L 1 ' _ . _.-._..___e! i / \ / c i / \ / c NOMINAL HEIGHT FRAME HEIGHT 6/8 79 -3/4 7/0 83 -3/4 8/0 95 -3/4" 0 / \ / \ © / G / / D / ( X) OVERALL DOOR DIMENSIONS: NOMINAL WIDTH FRAME WIDTH 2/6 (x) 31 -1/2" 3/0 (x) 37 -1/2" 5/0 (XX) 59 -3/4" r 6/0 (XX) 71 -3/4" 3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 SIDEUTE W. 8 DOOR W. SIDELITE W. ( OXX ) ( xxo ) DOOR W. ( OX • • • • ••• ..• • • • • • • • • • • .• • • • • ••.• • • r SIDELITE W. •• • • • • • • • • • • • • •• • • ( OXXO ) ••• • • • ••• • • • • •• • • • • • • • • • • ••• • • • • • • ••• ••• • • • • • • • • • • • • _ sIDEL11 W. ( 0X0 ) ( 0 ) 000R W. SIDELITE W PRODUCTgENEWBp comigying with ea Cob die d 1!22,2 RiU3, ) 2 2. 1 • U1 .15 • t c 0 C1 0 n N 0 10 4 0 8 • drawing nu. 1 W01 --64, 1 (.4. ®e+ n ..E o-) 0 / \ / \ © / G / / D / ( X) OVERALL DOOR DIMENSIONS: NOMINAL WIDTH FRAME WIDTH 2/6 (x) 31 -1/2" 3/0 (x) 37 -1/2" 5/0 (XX) 59 -3/4" r 6/0 (XX) 71 -3/4" 3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 SIDEUTE W. 8 DOOR W. SIDELITE W. ( OXX ) ( xxo ) DOOR W. ( OX • • • • ••• ..• • • • • • • • • • • .• • • • • ••.• • • r SIDELITE W. •• • • • • • • • • • • • • •• • • ( OXXO ) ••• • • • ••• • • • • •• • • • • • • • • • • ••• • • • • • • ••• ••• • • • • • • • • • • • • _ sIDEL11 W. ( 0X0 ) ( 0 ) 000R W. SIDELITE W PRODUCTgENEWBp comigying with ea Cob die d 1!22,2 RiU3, ) 2 2. 1 • U1 .15 • t c 0 C1 0 n N 0 10 4 0 8 • drawing nu. 1 W01 --64, 1 (.4. ®e+ n ..E o-) ( X) OVERALL DOOR DIMENSIONS: NOMINAL WIDTH FRAME WIDTH 2/6 (x) 31 -1/2" 3/0 (x) 37 -1/2" 5/0 (XX) 59 -3/4" r 6/0 (XX) 71 -3/4" 3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 SIDEUTE W. 8 DOOR W. SIDELITE W. ( OXX ) ( xxo ) DOOR W. ( OX • • • • ••• ..• • • • • • • • • • • .• • • • • ••.• • • r SIDELITE W. •• • • • • • • • • • • • • •• • • ( OXXO ) ••• • • • ••• • • • • •• • • • • • • • • • • ••• • • • • • • ••• ••• • • • • • • • • • • • • _ sIDEL11 W. ( 0X0 ) ( 0 ) 000R W. SIDELITE W PRODUCTgENEWBp comigying with ea Cob die d 1!22,2 RiU3, ) 2 2. 1 • U1 .15 • t c 0 C1 0 n N 0 10 4 0 8 • drawing nu. 1 W01 --64, 1 (.4. ®e+ n ..E o-) \-1/8" HEAT STREN'D GLASS .090 PVB INTERLAYER SAFLEX /KEEPSAFE MAXIMUM BY 'SOLUTIA' z z ‘1/8" HEAT STREN'D GLASS GLASS TYPE 'A' #10 X 3/4" PH SMS AT 5" FROM ENDS AND 12 -1/2" 0.C. TYPICAL •z 1/8" HEAT STREN'D GLASS .015" URETHANE ADHESIVE .070" INTERLAYER ` 'SAF -GLAS' POLYCARBONATE t BY 'SECURITY IMPACT GLASS' .015" URETHANE ADHESIVE r -1 /8 HEAT STREN'D GLASS 1 i GLASS TYPE 'B' GLAZING OPTIONS z 8 3/16" HEAT STREN'D GLASS .060" INTERLAYER SAFETY PLUS POLYESTER BY 'GLASSLAM' .010" PET FILM .OBO " INTERLAYER l 1 [SAFETY PLUS POLYESTER \ I 3/16" HEAT STREN'D GLASS GLASS TYPE 'C' t /2" HD( STEEL TIP THRESHOLD BOLT HINGES: GLAZING ADAPTER OPTIONS • •• • • • • • • • ••• • • • so- • • • • • . • ••• • • • • • • • • ••• • • • ••• • • • • • • • • ▪ •• • • • • •• • • • •• •• •• • • • • • • • • • • • • • ••• • ••• • • • • • • • • •• • • • •• ••• •• EXTRUDED ALUMINUM BUTT HINGE • • • 1/8" THICK AND 7-1/2" LONG WITH 516; ITA;NItSt 614EL • • • ROD AT EACH LEAF JAMB STILE ONE EACH •AT• 10L5/8 "'Fft0V TOP & BOTTOM AND ONE AT MIDSPAN LOCKS: OPTION #1 STANDARD STEEL DEAD BOLT LOCK BY KWIKSET /WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41 -3/4" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB BY HARLOCK /WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 34 -7/8" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE. (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) OPTION #2 3 POINT LOCK SYSTEM BY 'G —U HARDWARE INC.' WITH METALLIC SURFACE MOUNT HANDLE AT ACTIVE LEAF LOCK STILE, 35 -1/2" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF IN— ACTIVE LEAF LOCK STILE. IMMO l as e t1ef1Tsii Aoeepoaar 4,QC- 1 p 3 CISt{e40UA 111'1 a 3, xs'r2� py 1 44 G a MM oaLiie t�lOt 4 a U 0 C 0 • • CC 0 0 N 0 1 yy b' i ✓ ii ;° �J drawing no. WO1 --64 rot,nn4 7 ..i o i , kl Q Q n a 7,1 U1 0 a 4 a CBD 1BY WOOD BUCK ° 4 1 0 f 4. ;,• STATIONARY UNITS TYPICAL ANCHORS rSEE ELEV. FOR SPACING la 4 C ° G. 10 #IQ X 3/4' PH SMS AT 4 -3/4' FROM ENDS AND 14" O.C. MAX. SILICONE TYPICAL ANCHORS SEE ELEV. FOR SPACING 40 . a 0 0 c 0 .,I*7,241411 Nagai TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERABLE UNITS D MIAMI —DADE COUNTY APPROVED MULLION do MULLION ANCHORS SEE SEPARATE NOA _TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL SILL (FOR STATIONARY OR OPERABLE UNITS) TYPICAL ANCHORS SEE ELEV. FOR SPACING? METAL r STRUCTURE Engr•. DP„ HUMAVOUN FAROOQ STRUCTURES RA. PE 16557 CAA JAN 3 0 200 • • ••• •• •• • • • • • • • • • • • • • • • .. • • •.• • • • • • • • • • • • • • . • • • • • • • • • • .. • • • • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING • • •• .• •• • • • • • • • • • • • • • ••• • • • ••• • • • • •. • • • • WOOD BUCKS AND METAL STRUCTURE NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1 AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS BY 'ELCO' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY • • • • • • •• ••• •• • • • • • • • • •• • • GT. • • . a Ire Yi STRUCTURE #14 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8" MIN. • cn at n # 14 SM OR SELF DRILLING SCREW$ of f ZZ3 �� INTO METAL STRUCTURES �k ,Tf•t eS.7o I'TEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 1044 1. LL .J ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. 01- .a z W E me 25 o 0 . ct c) 0 a Q W 2 o a o A d ta Z 4 .1004 N C } • 0 0 ti a 0 N m 0 0 N 0 I d ++ teTa, ! �• tj .. _u C _ � drawing no. WO 1--- 64 v • • BY A WOOD BUCK METAL STRUCTURE TYPICAL ANCHORS r SEE ELEV. FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS 1 SEE ELEV. FOR SPACING 1/4° MAX. SHIM SPACE #10 X 3/4" PH SMS AT 4 -3/4 FROM ENDS - \ / TYPICAL [ AND 14" O.C. MAX. \ / / / j -SfLCONE TYPICAL ANCHORS SEE ELEV. FOR SPACING #1O X 3/4" PH SMS AT 4 -3/4 FROM ENDS AND 14 O.C. MAX. \ D.L. OPG. LEAF WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. r SHIM SPACE L FRAME WIDTH EXTERIOR DOOR WIDTH Ca) • •.• • ••• • • • • toe •• • • • •• •• • • • • • • • • • • • • • • • ..• ., • • • • • • • • • • • • • ••• • • • • s•• • • • ••• • ••• • • • • • • • • e • ••• °°••°°. °. • ° • • _ • •• • • • • • • • • • • • • •• • • • 0 • • . • 0 0 • • 0 • • • • •0 0 OOOOOO 0 • • • O • • • •• .. • • 0 • • • • • • 0 0 • 0 • 3 POINT LOCK ON ACTIVE LEAF OPTION Co. rawer mum li tasAillt whit die th ddial,_ Code empoillftwerNe4S-izzl. ,0 3 iftpkithat w .0 t _ c 0 a 0 6 N W o o oi 1 • 0 -0 1/475 f drawing no. [W01-64 ITEM # PART # REQD. DESCRIPTION MAI£RIAL•rMANF.7SUPPLIER /REMARKS 1 YE-832B 1 DOOR FRAME HEAD 6063 -T6 - 2 YE -809 AS REQD. SIDELITE FRAME 6063 -Ti6 • •- • • • • • ••6 • i • • • • i 3 YE -810 1 THRESHOLD 6063 -16 6063 -•TC • • • : • • • e ••- • • • • - - 3A - 1 AS REQD. AS REQD. OPTIONAL THRESHOLD 4 YE-808 SIDELITE - MULLION 6063 -T6 YE -811 FRAME JAMB 6063 -T6 YE -801 2/ LEAF DOOR LEAF SILL & HEAD 6063 -T6 - n l YE -803 1 DOOR LEAF JAMB - HINGE SIDE 6063 -T5 - YE -802 1 DOOR LEAF - LOCK SIDE 6063 -T5 - YE -837 1 DOOR LEAF - LOCK SIDE (3 POINT LOCK) 6063 -T6 - YE -831 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 6063 -T5 - 10 YE -816 AS REQD. 4/ LEAF COVER PLATE 6063 -T5 - 12 YE-8249 GLAZING CHANNEL - 13 YE -835 AS REQD. EXTERIOR GLAZING LEG 6063 -T5 - 14 YE -833 AS REQD. INTERIOR GLAZING LEG 6063 -T5 - 16 YE -602 AS REQD. AS REQD. WOOL FIN WEATHERSTRIPPING (.187 X .260) - ULTRAFAB 17 YH -622 BULB WEATHERSTRIPPING (.198 X .260) - TEAM PLASTIC 19 YH -615 1 LOCK SET BY HARLOC OR WESTLOCK - - 20 YH -610 AS REQD. FLUSH BOLT BY DELTA IND. ZINC DIECAST 21 - 3/ LEAF BUTT HINGES, AT 10 -5/8" FROM ENDS & MIDSPAN ALUMINUM WITH SS PIN 22 YE -805 4/ LEAF PRESSURE PLATE -TIE ROD 6063 -T5 2 -1/2" LONG 23 YH -630 2/ LEAF 3/8" DIA. THREADED ROD STEEL - 24 - 1/ LOCK ST, REINFORCING TUBE. FULL LENGTH OF PANEL ALUMINUM 1 -1/2" X 3" X 1/8" 1.812 1.812 1.834 1.500 3.749 062 - v-1.494 SNAP CAP ` 4-1.750 - W i I 4.000 - -a -" --.110 4.249 4.158 ----- .078 4.290 L°1 LOCK STILE 4.189 2.116 l 1.492 17- -1.718 4.156 DOOR FRAME HEAD 1.314 12 GLAZING CHANNEL `• 2.281 •- L -1.656 0 SIDE LITE JAMB 4.000 .070 TYP. 1.547 -'•- '22 PRESSURE PLATE r .513 .513 973 1.217 -- .973 . ...- 1.514 �j .050 .£ _1L� - -^ .05 3 ---v - 14 -I 1.087 L E XT. GLAZING LEG INT. GLAZING LEG - - 2.125 - 3 ' 1 DOOR FRAME JAMB 1.365 -.250 i 2.115 --- .110 .500 .078 4.000 THRESHOLD 4.862 �V LOCK STILE (FOR 3 POINT LOCK OPTION) .125 2.125 I .695 _lf• YH -652 /653 HINGE FH MS (5) STAINLESS STEEL /2" (THREAD CUTTING) �i N n .078- 4.000 OPTIONAL THRESHOLD 1.500 JAN 30 2001 • ••• • • • • • •• • • • • •. • • • • • • • • • • • • • • • • • • •• •• • • • ••• • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • taterbillg *kb the maids Maks. Code Engrettea mincemeat N .0 >gEOtap • 12- Br Mimi Dade Iiindiesi Division 5 a c c y "> 0 0 to 3 ; � Z 0 I so 2 0 C 0 ce Lli co ttt��QQQ _ drawing no. W01 --64 n.L....,. G. e� FRAME UPPER CORNER FRAME LOWER CORNER DOOR LEAF CORNER 3/8" DtA. STEEL THREADED ROD FULL LENGTH Engr. DR. HUMAYOUN FAROOQ STRUCTURES F1A PE #16657 C.A.N. 38 • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • • •• •. . • • • • •• • • PRESSURE PLATE 2 -1/2" LONG • • ••• • • • • • • • • . • 3/8" NUT AT EACH END OF ROD • • • •�• • • • • ••• •• • • • • • • • . . ••• •• $ kS..t4 , iedw Ceslrd Miriam i 0 5 O Q N .CI Ia { a 0I 8 ea Q � z z r;) z o H iz z U 0 z �j 0 u i �.y'�.a UMW AD v a a7Y ode �t 0 a t'? A ee ©6- l2Z�.a3 m m 0 0 4lr No e zt;s t2 6 , `co o utt2 -� drawing no. WO --64 � ahwn+ 7 `+ Tr, -1 FRAME HEAD IS DRILLED TO INSERT FLUSHBOLT PLUG J ALLOWING THE FLUSHBOLT TO PENETRATE INTO R VINYL FlUSHBOLT PLUG- COVER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP VINYL FLUSHBOLT GUIDE / ATTACHED TO FRAME f STILES AT TOP (SHOWN) AND BOTTOM. 10 -24 POINT 13 UNDERCUT, FH. MS TOP FLUSHBOLT ASSEMBLY #10 -24 POINT e UNDERCUT, FR. MS VINYL FLUSHBOLT GUIDE ATTACHED TO FRAME STILES AT BOTTOM (SHOWN) AND TOP COVER PLATE WITH DOUBLE ROW FIN SEAL WEATHERSTRIP VINYL FLUSHBOLT PLUG FRAME SILL IS DRILLED TO INSERT FLUSHBOLT PLUG ALLOWING THE FLUSHBOLT TO PENETRATE INTO R BOTTOM FLUSHBOLT ASSEMBLY STANDARD FLUSH BOLT GUIDE S'AIN:.ESS STEEL FLUSHBOLT AD,)UST:NG PLATE WITH (2) -24 x ':/2 FH. UNDERCUT SMS. COVER PLATE WITH DOUBLE ROW RN SEAL - WEATHERSTRP 2 LONG ALUM. FLUSHBOLT GUIDE, ATTACHED TO FRAME STILES M 10P (SHOWN) AND BOTTOM. (2) #10 -24 POINT 8 UNDERCUT, FH. MS TOP FLUSHBOLT ASSEMBLY BOTTOM FLUSHBOLT ASSEMBLY (2) #10 -24 POINT B f UNDERCUT, FH. MS 2 LONG ALUM. FLUSHBOLT GUIDE, ATTACHED TO FRAME -, STILES AT TOP AND BOTTOM (SHOWN) COVER PLATT WITH DOUBLE ROW FIN SEAL - - -_ WEATHERSTRIP STAINLESS STEEL FLUSHBOLT ADJUSTING PLATE WITH (2) #8 -24 z 1/2 FH. - ` UNDERCUT SMS. • • ••• • •• •• • • • • • • • • • • • • • . • ••• • • • • • • • • • • ••• • * • ••• • . • . • •• • • • •• • • • • •• • • • • • • • • • ••• •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • •• ••• • OPTIONAL FLUSH BOLT GUIDE AND ADJUSTMENT PLATE • ••• • • • • • • • •• • • • • • • • • • ••• •• Engr. DR. HUMAYOLiN FAROOQ STRUCTURES FLA PE # 16557 CAN. 3536 • PROMICT RENRWO WON Oide Amylase, NW 1Z 03 Itspiration ,74 hio'i ft61 Maud Du441PnetatitCostrel Midge 0 4 I, drawing no. 1 JAN 3 0 2007 LW01 ---64 r.. 1 MIAMMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Windows & Doors 671 West 18 Street Micah, FL 33010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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: Impact View Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. W03 - 39, titled " Impact View Aluminum Fixed Window ", sheets 1 through 4 of 4, prepared by manufacturer dated 06 -10-03 and last revised on 01- 23 -04, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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, the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then followed t hall 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 03- 0710.01 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 Page 1 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1°1ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -39, titled " Impact View Aluminum Fixed Window ", sheets 1 through 4 of 4, prepared by manufacturer dated 06 -10-03 and last revised on 01- 23-04, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3467, dated March 31, 2003, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-3553, dated March 31,2003, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by A1- Farooq Corporation, dated 06- 10-03, signed and sealed by Humayoun Farooq, P.E. 2. Revised Calculations and structural analysis, prepared by A1- Farooq Corporation, dated 01- 23-04, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02 issued to UCB Chemical Corporation for "Uvekol, a Laminate Glass Component", expiring on 02/08/04. 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex / Keepsafe Maximum ", expiring on 05/21/06. E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office E-1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0710.01 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 Yale OQron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated 06- 10 -03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 06- 10-03, signed & sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter, as part of the above referenced test reports, issued by Fencstration Testing Laboratory, Inc, FTL - 3553, dated 04- 09-03. 4. Laboratory compliance letter, as part of the above referenced test reports, issued by Fenestration Testing Laboratory, Inc, FTL - 3467, dated 04 -11 -03. G. OTHER 1. Letter from the consultant stating that the product is in compliance with Florida Building Code (FBC). X11 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0710.01 Expiration Date: March 04, 2009 E -2 Approval Date: March 04, 20011 q S" MAX FROM ENDS W A S a 0 d I 1 I I 1 I 7F==== qF = = = = F F FF T II 1 II 1 1 l i I I n 1 I II B 1 11 11 FALSE MUNTINS SURFACE APPLIED OPTIONAL 4 I II it ft TYPICAL ELEVATION, TESTED UNIT ii 1 1 Il II II 11 —I - -- II 11 1013 3/4" D.L. OPG. 114" WINDOW WIDTH 12" MAX. HEAD /S1LL ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN fN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. WINDOW WIDTH W. WIDTH THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. IMPACT VIEW ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. • • ••• • • • ••. •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • VP ■ • • • • • • •.. ••• •• • • • • • • • • • • • • •a • • • • • ••• •• APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE. STRUCTURE. ANCHORS SHALL. BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. p 6 1 a N 0 m v` drawing no W03-39 J DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' 1 GLASS TYPE 'H' GLASS TYPE 'C' WIDTH LENGTH EXT. (+) INT, (-) EXT, (+) INT. (-) EXT. C+) INT, (5 19 -1/8" 26 -1/2' 37" 53-1/8" 26' 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 80.0 19 -1/8" 26-1/2' 37" 53-1/8' 38-3/8' 50.0 50.0 80.0 80.0 _ 80.0 80.0 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 64.9 64.9 80.0 80.0 50.0 50.0 82.5 62.5 80.0 80.0 19 -1/8' 26 -1/2" 37° 53 -1/8' 50 -5/8° 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 84.9 64.9 80.0 80.0 47.4 47.4 47.4 47.4 80.0 80.0 19 -1/8' 26 -1/2' 37" 53-1/8' 83 " 50.0 50.0 80.0 80.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 60.0 50.0 50.0 64.9 64.9 80.0 80.0 45.2 45.2 48.2 45.2 80.0 80.0 19 -1/8" 26 -1/2' 37" 53 -1/8' 50.0 50.0 80.0 60.0 80.0 80.0 74 50.0 50.0 80.0 80.0 80.0 80.0 -1/4" 50.0 50.0 64.9 64.9 80.0 80.0 - 45.2 45.2 45.2 45.2 , 80.0 80.0 WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE ' GLASS TYPE WIDTH 38" 42' 48" 54' 60' 66 72" 36" 42" 48' 54' 60" 85" 72" 36' 42" 48" 54' 60" 68" 72" 36" 42" 48' 54' 6o" 86 72" 36" 42' 48" 54' 80" 66' 36" 42" 48" 54' 60 " 36" 42" 48' 54' 38' 42' 48' 36" 42" DESIGN LOAD CAPACITY - PSF INT. C -) EXT. C+) 50.0 66.7 50.0 57.1 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 66.7 50.0 57.1 50.0 50.0 44.4 44.4 40.0 40.0 40.0 40.0 40.0 40.0 50.0 66.7 50.0 57.1 50.0 50.0 44.4 44.4 40.0 40.0 36.4 38.4 33.3 33.3 50.0 88.7 50.0 53.6 45.1 45.1 40.3 40.3 40.0 40.0 50.0 64.8 48.1 48.1 39.1 39.1 34.3 34.3 50.0 61.4 43.3 43.3 33.5 33.5 50.0 60.2 42.4 42.4 50.0 57.6 50.0 55.0 INT, C -) EXT, 66.7 57,1 50.0 50.0 50.0 50.0 50.0 56.7 57.1 50.0 44.4 40.0 40.0 40.0 65.7 57.1 50.0 44.4 40.0 36.4 C+) NT. (-) 80.0 80.0 - 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.7 72.7 33.3 88.7 66.7 86.7 80.0 80.0 53.8 80.0 130.0 45.1 80.0 80.0 40.3 80.0 80.0 40.0 80.0 80.0 72.7 72.7 68.7 86.7 64.8 60.0 80.0 48.1 80.0 80.0 39.1 34.3 68.5 68.5 61.4 80.0 B0.0 43.3 80.0 80.0 33.5 67.0 67.0 60.2 80.0 80.0 42.4 80.0 80.0 57.6 55.0 78.1 78.1 75.6 75.6 71.1 71.1 58.4 58.4 60.8 60.8 84.6 53.7 80.0 80.0 81.5 80.0 79.8 64.6 53.7 80.0 80.0 61.5 80.0 79.8 'C GLAZING BEAD OPTIONAL "to 3/16' ANN, GLASS 120 INTERLAYER UVEKOL -LIQ. RESIN GLASS TYPE 'A' 3/16" ANN. GLASS SILICONE PECORA 895 G.E. SILGLAZE II SCS2800 SCHNEE- MOREHEAD SM5731 3 co 3/18' ANN. GLASS 090" INTERLAYER SAFLEX KEEPSAFE MAXIMUM 3/16" ANN. GLASS GLASS TYPE 'B' GLAZING DETAILS SILICONE PECORA 895 G.E. SILGLAZE II SCS2800 SCHNEE - MOREHEAD SM5731 • • •• •• • • • • • • • • • • ••r • i • • • • • _ • • • ._ • • - •• • • • • • • • • - i•• • • • • • • • • • L •• •_• • AGM WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 3/16" HEAT STREN'D GLASS • • 1 GLASS TYPE 'C' Engr 0 •STRUCTURES FAR000 FLA. PE # 18387 C.A.N. 538 JAN 3 0 2004 ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • • • • • • • •• .090" INTERLAYER SAFIEX KEEPSAFE MAXIMUM OR .100" INTERLAYER SAP -GLASS POLYCARBONATE LAMINATE OR .120 INTERLAYER UVEKOL -LIQ. RESIN • ••• • • _ . • • • • • • • • SILICONE PECORA 895 G.E. SILGLAZE 11 SC52800 SCHNEE - MOREHEAD SM5731 c 0 2 0 t�1i m x . g "L o 1 2 ) co Z '� drawing no. W03 -39 (sheet 2 of 4 ;1. 0 2 2 2 0 1BY OR 2BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING ii !i ii !I ii is iI • i t I !i r u i f i s ii I I I! it It I i• i ! Ii ii is ! ; I: ! I I !; ! ii !i • 4 a ,. • • a. TYPICAL. ANCHORS SEE ELEV. FOR SPACING -4 METAL STRUCTURES (STEEL OR ALUM. 1/8° MIN. THICK) STEEL : Fy 36 KSI MIN. ALUMINUM : 6O63 -T5 MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 BY WOOD BUCK 7/8 MIN. 1BY OR 2BY WOOD BUCK DADE COUNTY APPR,D MULLION SEE SEPARATE NOA • WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOALjS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO • THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV: FOR SPACING IN SMS WOOD BUCKS OR WOOD STRUCTURE 1 -3/8 MIN. PENETRATION INTO WOOD 3/18" TAPCONS (ELCO TEXTRON) INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY X12 DRILLFLEX OR SELF DRILLING SCREWS INTO METAL STRUCTURES (1 /8" MIN. THICKNESS) _#io sus INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL ANCHORS SEE ELEV. FOR SPACING JAN 3 0 Z004 • ••• • • • ••• • •• • • • ••. •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • .•• • • • • •.• . - — . • ,s • .. • • • • • • • •04 ;4 a I / 1 L4 TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • •• • • • • • • • • • • •• W CNI 5 0 8 3 EL 1!i Q 0 0 1 drawing no. W03 -39 sheet 3 of 4 a. 0 0 [TEM PART # QUANTITY DESCRIPTION MATERIAL M#NIFI/SUPT11ER4 1 YE -88 4 WINDOW FRAME 8083 -T5 - • • • • YE -1405 AS READ- GLAZING STOP (OPTIONAL) 6063 -T5 - 2 3 YE -818 4 COVER PLATE 6063 -T5 - 4 YH -1485 4 FRAME CORNER KEY 6063 -T5 - • 5 YH -622 AS REQD. GLAZING VINYL VINYL SULLIVAN • • 6 YF -10 2/ CORNER FRAME ASSEMBLY SCREWS _ - #8 x V PH • • _ . • • 1354— 2.964 .5IT01-.- .917 5 _ .045 ' WINDOW FRAME --1.66e .599 I- - -1.011 GLAZING BEAD .709 .692 WELDED JOINTS AT CIRCULAR WINDOWS CIRCULAR WINDOWS TYP. CORNER DETAILS Epgr•. Irrraitr SIEUCTURES .. FLA. PE � 16557 C.A.N. 538 JAN 3 0 2004 • • • • • • . •• •. •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • . •• • • • • • ••• •.• RECT. OR SQUARE WINDOWS • • • • • V J m 10 N l _ 7 O z 0 g 8- 4 0 N O co J k drawing ' no. 1 ( sheet 4 of 4 n 9 t 3 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah, FL 33010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLERBU 140 WEST FLAGLER STREET, SUriE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 - 2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accented by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series. 1600 Impact View Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.W03 - 104, titled "Series -1600 Impact View Alum. Horiz. Sliding WDW. ", sheets 1 through 5 of 5, prepared by Al Farooq Corp., dated 11/18/03 with revision "A" dated 01/23/04, signed and sealed by Humayoun Farooq, 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 l 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, ty and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then pt 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 1203.02 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 Page 1 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W03 -104, titled "Series -1600 Impact View Alum. Horiz. Sliding WDW." I , sheets 1 through 5 of 5, prepared by Al Farooq Corp., dated 11 /18/03 with revision "A" dated 01/23/04, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3763, dated 05/03/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Y1'L - 3791, dated 07/12/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E-1300 and tested per ASTM E -1300, prepared by Al- Farooq Corporation, dated 11/15/03, signed and sealed by Dr. Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01 - 0205.02 issued to Solutia Inc. for "Saflex/Keepsafe - Maximum" dated 05/17/01, expiring on 05/21/06. 2. Notice of Acceptance No. 03 - 1223.04 issued to Sulface Specialties, Inc. for them "Uvekol Liq. Resin" dated 02/05/04, expiring on 02/08/09. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1203.02 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, dated 11 /15/03, signed by Humayoun Farooq, P.E. (Notarized) 2. Statement letter of conformance, dated 11/15/03, signed and sealed by Humayoun Farooq, P.E. E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1203.02 Expiration Date: March 04, 119 Approval Date: March 04, 11, 6" MAX. TYP. HEAD/S&L CORNERS 3/16" ANN. GLASS GLASS .TYPE 'A' 12" MAX. 22 3/8" D.L OPG. 27" VENT . WIDTH .090" INTERIAYER 'SAFLEX //XEEPSAFE MAXIMUM' BY SOLUTIA 3/16" ANN. GLASS BULB VINYL YH -622 SILICONE DOW CORNING 1199 E 2800 HNEE MOREHEAD 5731 WINDOW WIDTH z 18" 47 3/4" D.L. OPG. 54 3/4" VENT WIDTH 'xOx' 3/16" ANN. GLASS GLASS TYPE 'B' 22 3/8" D.L OPG. 27" VENT WIDTH .100" INTER LAYER 'UVEKOL —U0. RESIN' BY SURFACE SPECIALTIES 3/18" ANN. GLASS BULB VINYL YH -822 1 SILICONE DOW CORNING 1199 E 2800 HNEE MOREHEAD 5731 FALSE MUNTINS (SURFACE APPUED) MAY BE USED S g TYPICAL. ELEVATIONS TESTED UNITS 6" MAX. TYP. HEAD /SILL CORNERS u7 J 12 "•J MAX. 31 3/4" D.L. OPG. 37 7/8" VENT WIDTH 74" WINDOW WIDTH 12 'XO, OX OR XX' 31 3/4 D.L. OPG. 36 1/2" VENT WIDTH N i0 • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • ••• • • THESE WINDOWS ARE RATED FOR. LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -1600 IMPACT VIEW ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. • • •• • • • ••• • • • • • • • • • •• • • • • • • • • • . •• • • • • • •• • • APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULUONS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 6. DR..H UMAYoUN RR CQ . STRUCTURES FLA.: PE k 18537 C.A.N. 538 IAN 3 0 2004 • • •• •• • • • • • • • • • • • • • • • • • • .. • • •• a ••• • • • • ••• - • ▪ • • • • •• • • b . • . z t'• ri.•• " • • • • O cc p C z U • �I - 0 • a c N (/j O N aD to tel C N U U 0 1 drawing no. W03-1 04 sheet 1 of 5 0 a. C1 — t I ' II II II 11 _ LI ---- L - - - -Ii - -- - r - 1r -- -- n - - - - � T I H 11 1 1 11 1i !I I JL JI- = = -r II I I /. It II 11 11 '� 11 /1 il 11 11 1 1 11 11 II II I I 11 �I 11 t IF 1 i II II i t1 II II �� II I I - 1 II II II I 9dO '70 11 11 11 1 11 II 11 0 _ 6" MAX. TYP. HEAD/S&L CORNERS 3/16" ANN. GLASS GLASS .TYPE 'A' 12" MAX. 22 3/8" D.L OPG. 27" VENT . WIDTH .090" INTERIAYER 'SAFLEX //XEEPSAFE MAXIMUM' BY SOLUTIA 3/16" ANN. GLASS BULB VINYL YH -622 SILICONE DOW CORNING 1199 E 2800 HNEE MOREHEAD 5731 WINDOW WIDTH z 18" 47 3/4" D.L. OPG. 54 3/4" VENT WIDTH 'xOx' 3/16" ANN. GLASS GLASS TYPE 'B' 22 3/8" D.L OPG. 27" VENT WIDTH .100" INTER LAYER 'UVEKOL —U0. RESIN' BY SURFACE SPECIALTIES 3/18" ANN. GLASS BULB VINYL YH -822 1 SILICONE DOW CORNING 1199 E 2800 HNEE MOREHEAD 5731 FALSE MUNTINS (SURFACE APPUED) MAY BE USED S g TYPICAL. ELEVATIONS TESTED UNITS 6" MAX. TYP. HEAD /SILL CORNERS u7 J 12 "•J MAX. 31 3/4" D.L. OPG. 37 7/8" VENT WIDTH 74" WINDOW WIDTH 12 'XO, OX OR XX' 31 3/4 D.L. OPG. 36 1/2" VENT WIDTH N i0 • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • ••• • • THESE WINDOWS ARE RATED FOR. LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -1600 IMPACT VIEW ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. • • •• • • • ••• • • • • • • • • • •• • • • • • • • • • . •• • • • • • •• • • APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULUONS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 6. DR..H UMAYoUN RR CQ . STRUCTURES FLA.: PE k 18537 C.A.N. 538 IAN 3 0 2004 • • •• •• • • • • • • • • • • • • • • • • • • .. • • •• a ••• • • • • ••• - • ▪ • • • • •• • • b . • . z t'• ri.•• " • • • • O cc p C z U • �I - 0 • a c N (/j O N aD to tel C N U U 0 1 drawing no. W03-1 04 sheet 1 of 5 0 a. C1 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. A GLASS TYPES 'A' & 'S' WIDTH HEIGHT EXT.(+) INT.( -) 26 -1/2" 26" 3 90.0 140.0 37 26" 4 90.0 140.0 53 -1/8" (3) 5 90.0 140.0 74" 38 -3/8" 7 90.0 140.0 26 -1/2" (3) 3 90,0 140.0 37" 38 -3/8" 4 90.0 140.0 - 53-1/8" ( 5 90.0 140.0 74" (4) 7 90.0 140.0 26 -1/2" 3 90.0 140.0 37" 50 -5/8" 4 90.0 140.0 -' 53 -1/8" ( 5 90.0 140.0 74" (5) 7 90.0 118.8 �'' 26 - 1/2" 24" 3 90.0 140.0 37' es° 7 90.0 140.0 53 -1/8" {) 8 90.0 124.7 74" 7 90.0 92.8 72" .38" 8 90.0 140.0 84" 36" 7 90.0 140.0 c 96 24° 8 90.0 140.0 108" (2) 9 90.0 140.0 72" 48" 6 90.0 128.0 90.0 48 a a a p • q N N O ID h 90.0 125.7 90.0 (4) 8 90.0 90.0 108" 36" 9 90.0 121.3 ( 60" 90.0 90.0 104.7 84" 90.0 7 24" 103.2 2 90.0 8 35" 101.6 3 90.0 pO 48" 97.6 . 4 90.0 60' {4} 5 90.0 72 8 90,0 24" 2 90.0 38" " 3 90.0 48" 4 90.0 60" (5) 5 90.0 72" - 6 1 90.0 DESIGN LOAD CAPACITY - Pam 00X SIZES): WINDOW DIMS. A GLASS T 'A' & 'B' WIDTH HEIGHT EXT.(+) INT.( -) 74" 26" 7 90.0 140.0 106 - 1/4" 26" (3) 9 90.0 140.0 111' 10 90.0 140.0 74° 38 -3/8" 7 90.0 140.0 106 - 1/4" (3) 9 90.0 140.0 111' 10 90.0 140.0 74" 50 8' 7 90.0 138,2 , 106 - 1 /4° (4) 9 90.0 118.1 111' 10 90.0 116.2 74" 83' 7 90.0 113.4 108 -1/4" 63 ° 9 90.0 92.0 .0" 111" (5) 10 89.7 89.7 72" 24" 6 90.0 140.0 84 24" 7 90.0 140.0 or ( 8 90.0 140.0 108" 9 90.0 140.0 72" .38" 8 90.0 140.0 84" 36" 7 90.0 140.0 96 ( 8 90.0 140.0 108" 9 90.0 140.0 72" 48" 6 90.0 128.0 84" 48 7 90.0 125.7 g8° (4) 8 90.0 123.4 108" 9 90.0 121.3 72" 60" 8 90.0 104.7 84" 60 7 90.0 103.2 96" (5) 8 90.0 101.6 108" 9 90.0 97.6 DESIGN LOAD CAPACITY - PSF (X0X SIZES) WINDOW DIMS. A GLASS TYPES 'A' & 'B' WIDTH HEIGHT EXT.(+) INT.( -) 74" 26" 7 90.0 140.0 9 90.0 140.0 108 -1/4' (3) 111" 10 90.0 140.0 74° 38 -3/8" • 7 90.0 140.0 108 -1/4" (3) 9 90.0 113.9 111" 10 90,0 109.7 74 " 50 -5 /e 7 90.0 125.8 108 -1/4" (4) 9 79.8 79.5 111" 10 75.4 75.4 74" 83' 7 90.0 99.4 105 -1/4' (5). 9 81.1 81.1 72" 6 90.0 140.0 84" 24" 7 90.0 140.0 98° ( 8 90.0 140.0 108" 9 90.0 140.0 72" 6 1 90.0 140.0 84" .38" 7 90.0 140.0 98" ( 8 90.0 139.4 108" 9 90.0 124.1 72" 6 90.0 120.5 84 48" 7 90.0 113,8 96" ( 8 90.0 95.9 108" 2 83.1 83.1 72" 6 90.0 97.5 84" 60" 7 86.1 88.1 96" ( 8 73.1 73.1 108 9 63.8 63.6 A = N0. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB 'xx' i 'XO OR OX' LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) 4 (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' l �� i1..�in3'. - ,.. A = NO. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB (1 /3W) 4 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xOX' Engn)R.NUb1AYOUN: F'AIiO Q STRU3WRES FLA. PE # 16557 C.A.N. JAW 3 0 2004 • • •1• • • • • : . . . • • • . • • • • • • • •• .• • • • ••• • • • • •. • • .•• • • i tk • • •. •4 4 • M • •1z o• 1 • ms • • a O 0 drawing no. W03-- 1-04 (sheet 2 of 5 ) 0 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR AUJM. 1/8" MIN. THICK) STEEL : Fy 36 K.-, I MIN. ALUMINUM : 6063 —T5 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING. WOOD BUCKS NOT BY YALE, MUST SUSTANjd 1..0A1D$ • IMPOSED BY GLAZING SYSTEM AND TRANSFER - MEW TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCON$ BY 'ELCO TEXTRON' INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" TEKS OR SELF DRILUNG SCREW$ INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) Engr. DR. MUMAYOUR FA1d i=t' STRUCTURES FLA. PS if 18557 • • • JAN 34a004 • • • • •• • • • .•. • . . • • • . • . • • • • • • • • • • • • • • . . • • • • • • • • • • • • •• . . • . ... •.• ••• • • . ••• • • • •• • • • • • • . . • • • • •• #12 SMS OR SELF DRILLING SCREW$ INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SEALANT. • • • • • • • WEEPHOLES: W1 = 1 -5/8" X 1/4" WEEPHOLES AT 12" FROM EACH END WITH PLASTIC BAFFLE W2 = 3/4" X 5/8" WEEPHOLE AT EACH END W3 = 1-1/4" X 1/4" WEEPHOLES AT 16-1/2" FROM EACH END 1 c � T .•.• 2 U 1 1 drawing no. W03 --104 (sheet 30f 5 ) 0 I dz D. L. on. VENT WIDTH EXTERIOR WINDOW WIDTH XX LAYOUT DJ- OPO. Prfl 76 4:Ie.-Try-Iv JAN 3 0 2004 sum drawing no. W03 --1q 04 (sheet 4 of 5 ) WOOD BUCK SHIM 0 TYPICAL ANCHORS SEE ELEV, FOR SPACING 0 VENT WIDTH 1 /4' SHIM MAX. 1BY WOOD BUCKS MAX. TYPICAL ANCHORS 1 SEE ELEV. FOR SPACING a. l Aftswild weitietso 1 BY WOOD BUCKS TYPICAL ANCHORS ,a'SEE ELEV. FOR SPACING WINDOW WIDTH nor: H MAYOU STRUCTURES FIA.'PE it_16557 C.A.N. 353 • • •• • • • • • • • • • • • • • • • • • • • • • • •• MIAMI —DADE COUNTY APPROVED MU WON WINDOW WIDTH •• • • • • • • • • • ••• • • • ••• • • • • • • • • • • •• • • • • •• • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • ••• 4 .s 1.970 3.536 3.786 FRAME HEAD 3.786 FRAME SILL SILL TRACK 1.470 j 3287 1.618 1.340 2,383 1.123 VENT TOP /BOTTOM RAIL 1.461 1.050 045 1.624 .062 2.683 JAMB STILE 2.000 MEETING RAIL FIXED MTG. RAIL 1.434 GLAZING BEAD 2273 1.468 ITEM PART # QUANTITY 1 YE -1800 1 2 YE -18u1 1 3 YE -1802 1 4 YE -1805 1 8 'YE-1803 1/ VENT 8 YE -1704 1/ VENT 7 YE -1804 1/ VENT 8 YE -1707 AS READ. 9 YE - 1708 2/ VENT 10 — — 11 YH -1605 2/ VENT 12 YH -7t8 2/ VENT 13 YF -82 2/ LATCH 14 Y14-822 AS READ. 18 YH -6009 AS READ. 18 W-10 AS READ. 17 YH -1602 2/VENT 18 YH -1603 2/VENT 29 YF -71 2/ GUIDE 20 YH -1801 1/ WEEP 21 YH -1804 — 22 YH -1806 2 FRAME TOP CORNER FFANE BTT]OM CORNER DESCRIPTION FRAME JAMB SILL TRACK INSERT VENT MEETING RAIL GLAZING BEAD TOP AND BOTTOM RAIL VENT LATCH SCREWS BULB W STRIPPING FIN SEAL W'STRIPPING FRAME/VENT ASSEMBLY SCREWS TOP GUIDE BOTTOM GUIDE GUIDE SCREWS OPEN CELL FOAM PAD WEEPHOLE COVERS X t' X 3/41 • 1 8063 -75 8083—T5 8083 -78 8083-13 8083 —T5 8083 —T5 8083 —T5 JAN 3 02094 MANF. /SUCPL' R *" MALKO . • • . • • • YALE, 3' FROM EACH END AT 8-1/2' de 48 -1/2" FROM BOTTOM VENT TOP / BOTTOM CORNERS #8 X 1" P.H. SMS drawing no. W03 -104 • • • • • • •.. . .. • • • • • • • • • • • • • .• . • • • • ••• • • • • • • • • • • • • • • • . .. • • • • • ... MIAMI`D1ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Windows and Doors, Inc. 8130 NW 74 Avenue Medley, FL 33166 SCOPE: ' + E9 MIAMI DADE COUNTY, FLORIDA ME RODADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.builiilmcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The MlamiDade Comity Product Control Division (In Miami Dade County) and/or the AID (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. BRA 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 dents of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series- 1700 "Impact View" Alunnlmum Single Hung Window — L•.M.I. APPROVAL DOCUMENT: Drawing No. W03 -105, titled "Series -1700 Impact View Alum.. Single Hung Wdw. ", sheets 1 through 6 of 6, dated 11/19/03, with revision "C" dated 05/18/06, l F, by A Corporation, signed and sealed by Humayoun Far oq, P.E. the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mani Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the 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 tlereihasi n no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur alter the capitation date or if there has been a revision or change in the materials, use, and/or mange of the pioduct or proem. 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 temunation and removal of NOA. ADVERTISEMENT: The NOA number preted by the words Made Cmunty, 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 Building Ofcial. 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 Manuel Perez, P.E. NOA No 05- 0311.01 Expiration Dam April 29,2009 Approval Dry August 24, 2006 Page 1 Yale Ogron Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No. W03 -105, titled "Series -1700 Impact View Alum Single Hung Wdw. ", sheets 1 through 6 of 6, dated 11 /19/03, with revision "C" dated 05/18/06, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forted. Entry Test, per FBC 2411.3.2.1 (b) TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, OXO configuration, prepared by Fenestration Testing Inc., Test Report No. FTL- 4332, dated 12/09/04, signed and sealed by Edmund 1 Largaespada, P.E. (Submitted for reference only) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1(b) TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Fitt- 3822, dated 07/10/03, signed and sealed by Joseph C. Chan, F.E. (Submitted under previous NOA ##03 1211.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated June 5, 2006, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 (with Flexible Support Analysis) 2. Anchor Calculations and structural analysis, prepared by Al -Farooq Corporatio dated January 29, 2005, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Manuel P ° , E. Product Control Examiner NOA No 05- 0311.01 Expiration Date: April 29, 2009 Approval Dam August 24, 2006 Yale Ogron Windows and Doors, Inc. NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "Solutia Inc." for "SaflexfKekpsifei I Maximum" dated 05/17/01, expiring on 05/21/06. 2. Notice of Acceptance No. 03- 1117.05 issued to " Surface Specialties, Inc." for Uvekol a Laminate Glass Component" dated 01/29/04, erring on 02/08/09. 3. Notice of Acceptance No. 02- 0828.15 issued to " E.I. DuPont de Nemours & Co., Inc." for " DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance, dated June 5, 2006, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 21, 2005, signed and sealed. by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03- 1211.01, issued to Yale Ogron Windows and Doors for their Series 1700 Impact View Aluminum Single Hung Window, approved on 04/29/04 and expiring on 04/29/09. E -2 Manuel P =. 1 .E. Product Control ' ner NOA No 05. 0311.01 Expiration Date: April 29, 2009 Approval Dates .August 24, 2006 0 LTJ pp n Q z M) SERIES -1700 IMPACT VIEW ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CI-IARTS SHOWN ON SHEETS 2 & 3. 7" MAX. TYP. AT HEAD CORNERS N 0 N O WINDOWS WITHOUT SILL ANCHORS SEE SHEET 2 FOR CAPACITIES APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER MIAMI -DADE COUNTY APPROVED WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED - TO - STFFI SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4 (SUPPLEMENT 2005). C 13 MAX. AT HEAD 47 1/4" D.L OPG. 50 1/8" VENT WIDTH 53 1/8" WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT FALSE MUNTINS ,(SURFACE APPLIED) MAY BE USED Iv THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. J 7" MAX. TYP. AT HEAD CORNERS .1m 7" MAX. TYP. AT SILL CORNERS % W g o WINDOWS WITH I` ¢ SIU. ANCHORS SEE SHEET 3 FOR CAPACITIES II 1 II II 11 11 II II II I I 13" MAX. AT HEAD .1 / 1. 7/ it I ./ II I II ,/ II I I I I II 13° MAX. AT SILL 47 1/4° D.L OPG. 50 1/8 VENT WIDTH 53 1/8" WINDOW WIDTH II li 11 II II II Engr. DR. HUMA • N FAR004 STRUCTURES F C PE 16557 o 2005 • • • • • •• • •• • FALSE • (SURFACE /MAY BE USED PLIED) YAM n r ▪ F • • • . • • • • ••• •• • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •. • •• • • • • • • • • • • •• • • • ••• • • • • • • •• •• • • •• • • • • PItoDIUCT MISES ex sc 9 w► r e Acteptftre •,. 1 01 ,rxpira t , . _ ' #2.000 0 m W • • 1 • 0 • m •1_•• N U •i O M C 0 n_ C.) W g ctr3 "' CO Q< © a mp g "4 W N S 4 5 8 4- ol v ° � 0 a CD 0 e I a I a L � drawing no.T W03 105i I • Che3r:f 1 of R 1 UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'A', 'B', '0', 'D' OR 'E' W/0 SHEAR CLIPS WITH SHEAR CLIPS WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19 -1/8 26-1/2" 32" 37" 42" 4 53 -1/8" 50 -5/8° (6) 90.0 140.0 90.0 140.0 90.0 135.2 90.0 140.0 90.0 112.0 90.0 140.0 90.0 96.9 90.0 140.0 85.3 85.3 90.0 140.0 74.7 74.7 90.0 140.0 67.5 67.5 90.0 140.0 19-1/8" 26 -1/2 32° 37" 42" 63" (8) _ 90.0 140.0 90.0 140.0 90.0 108.7 90.0 140.0 90.0 90.0 90.0 140.0 77.8 77.8 90.0 140.0 68.6 68.6 90.0 140.0 32" 37" 42 ° () 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 120.0 90.0 140.0 19 -1/8" 28 -1/2" 32' 74 -1/4" (6) 90.0 127.8 90.0 140.0 90.0 92.2 90.0 140.0 78.4 76.4 90.0 140.0 19 -118" 26 -1/2 32 74-1/4° (8) 90.0 140.0 90.0 140.0 90.0 123.0 90.0 140.0 90.0 101.8 90.0 140.0 WIDTH HEIGHT 19 -1/8" 26-1/2" 32" 37" 42' 48 53 -1/8' 19 -1/8" 26 -1/2" 32 37" 42" 48" 53 -1/8" 19 -1/8' 26 -1/2" 32" 37" 42" 48 53 -1/8" 19 -1/8" 26 -1/2" 32" 37 42" 48 53 -1/8 19 -1/8" 26 -1/2" 32" 37" 42" 48' 53 -1/8" 19 -1/8" 26 -1/2° 32" 37 42 48" 53 -1/8" 19 -1/8° 26 -1/2" 32" 37 42" 48" 53 -1/8" WINDOW DIMS. 26° (4) 38 -3/8" (4) 50 -5/8 (6) 63" (6) 63" (8) 74 -1/4 (6) 74 -1/4." (8) EQUAL LTI'ES WINDOWS DESIGN LOAD CAPACITY - PSF * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. GLASS TYPES 'A', ' B', 'C', '0' OR 'E' W/O SHEAR CLIPS WITH SHEAR CUPS EXT.( +) 1NT.(-) EXT.( +) 1NT.(-) 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 125.7 90.0 90.0 110.8 90.0 90.0 96.9 90.0 87.6 87.6 90.0 140.0 140.0 140.0 140.0 90.0 140.0 90.0 140.0 90.0 118.9 90.0 140.0 90.0 98.5 90.0 140.1) 85.2 85.2 90.0 140.0 75.0 75.0 65.7 65.7 59.3 59.3 90.0 140.0 90.0 140.0 90.0 135.2 90.0 140.0 90.0 90.0 96.9 90.0 140.0 85.3 74.7 67.5 90.0 72.3 112.0 90.0 140.0 85.3 74.7 67.5 90.0 120.0 90.0 90.0 103.8 90.0 90.0 91.4. 90.0 80.0 80.0 90.0 90.0 140.0 90.0 140.0 90.0 128.3 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 108.7 90.0 140.0 90.0 90.0 140.0 77.8 77.8 90.0 140.0 68.6 88.6 90.0 140.0 60.0 60.0 90.0 129.7 54.2 54.2 90.0 117.2 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 140.0 140.0 140.0 140.0 72.3 90.0 140.0 90.0 127.8 90.0 140.0 90.0 92.2 90.0 140.0 76.4 76.4 90.0 140.0 66.0 66.0 90.0 140.0 58.2 58.2 90.0 125.8 50.9 50.9 90.0 1 10.1 46.0 46.0 90.0 99.4 90.0 140.0 90.0 140.0 90.0 123.0 90.0 140.0 90.0 101.8 90.0 140.0 88.1 88.1 90.0 140.0 77.6 77.6 90.0 67.9 67.9 " 90.0 61.3 61.3 90.0 140.0 140.0 128.4 * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. W 1 z h 3/16 HEAT STREN'D GLASS .090" PVB INTERLAYER SAFLEX /KEEPSAFE MAXIMUM BY ' SOLUTIA' 3/16 HEAT STREN'D GLASS SILICONE DOW CORNING 1199 ' GE 2800 il 4 '� SCHNEE MOREHEAD 5731 Sim _ GLASS TYPE 'C' BULB VINYL YH-622 3/16" ANN. GLASS .090" PVB INTERLAYER SAFLEX /KEEPSAFE MAXIMUM BY 'SOLUTIA' 3/16" ANN. GLASS BULB VINYL r YH -622 SILICONE DOW CORNING 1199 GE 2800 SCHNEE MOREHEAD 5731 GLASS TYPE 'A' f- - 3/16 ° HEAT STREN'D GLASS 1 GLASS TYPE 'D' GLAZING OPTIONS FRAME JAMB W/0 SHEAR CLIPS .090 INTERLAYER 'DUPONT BUTACITE PVB' r -3/16" HEAT STREN'D GLASS BULB VINYL YH -622 SILICONE DOW CORNING 1199 A 1 l 2800 SCHNEE MOREHEAD 5731 NOTE: GLASS CAPACITIES ON THIS . SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.2 OF FBC 2004 EDITION. m 2 h Engr. 011. HUMAYOUN FAROOQ STRUCTURES. FLA. PE I _16557 C.A.N. 3538 1 W1Nb( S'; I HpL9; SILL •ANeHORS 1. FRAME JAMB WITH SHEAR CLIPS 3/16" ANN. GLASS •• • • • • • 100" INTERLAYER UVEKOL -UQ. RESIN BY 'SURFACE SPECIALTIES' 3/16" ANN. GLASS BULB VINYL YH -622 GLASS TYPE 'B' 3/16" HEAT STREN'D GLASS GLASS TYPE 'E' PGLODUs:T ItE4 1.1'iSl1 1is complying With *IM PI 146 Sulam Coo AcTocare • • ••• • • • ••• • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • •• • •• • • • • • z m SILICONE g ui D OW CORNING 1199 d M GE 280 1 � 280 MOREHEAD 5731 \-- .100" INTERLAYER UVEKOL -LIQ. RESIN 1 B 1 Y 'SURFACE SPECIALTIES' \\ \ r 3/16" HEAT STREN'D GLASS BULB VINYL YH -622 i SILICONE DOW CORNING 1199 GE 2800 SCHNEE MOREHEAD 5731 L _ • ••• • : • C) 0 • L 0 o, s M'N C7 0 a N 1 ti 0 cR c , N a'g N 0 i 0 h. .� co to J tv to us O' M V , a LC q m U r ti [ awing no. (WO3 -1 O51 (sheaf 9 of WIDTH 19 -1/8" 26 -1/2' 32" 37" 42" 48" 53 -1/8' 19 -1/8" 26 -1/2' 32' 37" 42" 48" 53 -1/8' 19 -1/8 26 -1/2' 32 37' 42" 48" 53 -1/8° 19 -1/8 26 -1/2' 32" 37" 42" 48" 53 -1/8' 19 -1/8" 26 -1/2' 32 37" 42" 48" 53 -1/8' 19 -1/8" 28 -1/2" 32" 37" 42" 48 53 -1/8' 19 -1/8" 26 -1/2" 32' 37" 42" 48" 53 -1/8" WINDOW DIMS. (8) HEIGHT (4) 38 -3/8' (4) 50 -5/8" (6) 63" (8) 63" (8) (6) EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF 26° 74-1/4' 74 -1/4" GLASS TYPES 'A', 'B', 'C', 'D' OR 'E' W/0 SHEAR CLIPS WITH SHEAR CLIPS EXT.( +) 1NT.( -) EXT.( +) I 1NT.( -) 140.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 140.0 90.0 135.3 90.0 122.2 90.0 109.5 90.0 100.5 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 131.1 90.0 118.2 90.0 109.0 90.0 r 140.0 90.0 137.6 90.0 120.6 90.0 109.2 90.0 99.7 90.0 90.4 83.6 83.6 90.0 140.0 90.0 90.0 90.0 140.0 140.0 140.0 90.0 133.0 90.0 120.5 90.0 111.5 90.0 140.0 90.0 112.2 90.0 97.3 88.0 88.0 80.7 80.7 73.4 73.4 68.2 88.2 90.0 90.0 90.0 90.0 90.0 90.0 90.0 140.0 90.0 140.0 90.0 129.6 90.0 117.3 90.0 107.6 97.9 90.9 * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 14.0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90,0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 140.0 140.0 140.0 140 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 128.4 140.0 140.0 140.0 140.0 140.0 140.0 128.4 140.0 140.0 140.0 WINDOW DIMS. WIDTH 19 -1/8' 26-1/2' 32" 42" 48" 53 -1/8' 19 -1/8" 28 -1/2" 32 37° 42" 3 .37" 42" 19 -1/8" 26 -1/2" 32" 19 -1/5° 26 -1/2" 32" FRAME JAMB W/O SHEAR CLIPS w UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A'. 'B', 'C', 'D' OR 'E' 110 SHEAR CLIPS HEIGHT EXT.( +) 1NT.( -) EXT.( +) 63" (6) 63' (8) 74-1/ (6 74 -1/4' (8) 90.0 90.0 90.0 90.0 140.0 90.0 137.6 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90 90.0 131.1 118.2 109.0 120.6 109.2 99.7 140.0 140.0 140.0 140.0 112.2 97.3 90.0 140.0 90.0 129.8 * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. WITH SHEAR CLIPS 1 NT.( -) 140.0 140.0 140.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 90.0 140.0 rga JAMB WITH SHEAR CLIPS w NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.2 OF FBC 2004 EDITION. Engr. DR. HUMAYOUN FARO00 STRUCTURES FLA. PE # 18557 C.A.N. 3538 CligtfitSE SILL• ANCI'IOR j • • • • • •• • • • • • PRODUCT REVISED as comply with Die Florkki Ilkdilkag Code Malts= No ,�{,.,,, ryy ,�,�,. i � - r h o , i , � . - "6 1� Y�AOC: 4TY,q)1VV4 14/ 4. 1 .cTo.��r.�, ... • ,..... c JUN 96 2006 • • • • • • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • •• • • • •• c o . 7 d� 8 I ° ix a 0 t z to to 0 5 a �o o � a^� IZ � 0 • z co ••• C1•• rn • (, I O • l � • • ffi 1 z W z � • 2 ••• § to § ro 0 co coo 0 1 R 0 . m O.N � 4 < oov IMa :rl . rn g _ a I v "' y ; F -� r awing no. W03 -105. `sheet 3 of 6 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING a 0 c e a. • 1BY WOOD BUCK 7 • I 5 E I= TYPICAL ANCHORS AT SILL USE WHEN - REQUIRED SEE SHEET 3 FOR CAPACRIES SEE ELEV. FOR SPACING METAL STRUCTURE 1YPICAL ANCHORS 1 � SEE ELEV. FOR SPACING Z \ nowarilli 2 N TYPICAL ANCHORS \SEE ELEV. FOR SPACING 2BY WOOD B- K OR WOOD WEEPHOLES: W1 = 3/4" WEEP NOTCH AT EACH END W2 = 1" WEEP NOTCH AT EACH END • • • •• • • •• •• • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • • • • • • • • • TYPICAL ANCHORS • • • • • • • • • • i • SEE • ELEV. FOR SPACING • • • • • • • • • 'Do • AP L4jOK TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE 16557 C.A.N. MIAMI —DADE CO U • • • •. PROVED MU \ & MULLION ANCHORS • •• • • WOOD BUCKS AND METAL STRUCTURE NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ?rWWDUCf REVUE cn•~plying with ilee MAU iiiidi®g Cato Amer t • . / • • • • DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 614 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREW INTO MIAMI -DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SEALANT. • , ••• ►�: ':— • c 0 in t 1 r p n m a . o ••• s • • • • F 0 e _ o IN • se drawing no W03 -105j (sheet 4 of —8-1 ITEM # PART # REQD. DESCRIPTION MATERIAL MliNI /SUPi'LIER, iEidtst • • • • 1 YE -1700 1 FRAME HEAD 6063 -T5 - • YE -1701 1 FRAME SILL 6063 -T5 - YE -1702 2 FRAME JAMB 6083 -T5 - • • • • • •• w YE -1703 1 FIXED MTG. RAIL 6063 -T5 6063 -T5 - • • • - • • • • • • • YE -1704 1 VENT TOP RAIL. 6 YE -1705 1 VENT BOTTOM RAIL 6063 -T5 - 7 YE -1708 2 VENT SIDE RAIL 8063 -T5 - YE -1707 AS ROD. GLAZING BEAD 6063 -T5 r YH -1607 2 REINFORCING BARS, FULL LENGTH STEEL 1/4 X 1" YE -1706 2/VENT VENT LATCH 0 6 FROM ENDS 6063 -T5 - 11 - 2 LATCH SPRING - - 12 13 _ YH -715 YF -62 2/ VENT 2/ LATCH CAM LOCK 0 11" FROM EACH END - - CAM LOCK SCREWS - - 14 YH -622 AS REQD. BULB PILE W'STRIPPING - SULLIVAN & SULLIYAN 15 YH -6009 AS REQD. FIN SEAL W STRIPPING - ULTRAFAB 16 YF -10 AS REQD. FRAME/VENT ASSEMBLY SCREWS - #8 X 1" P.H. SMS 17 - AS REQD. FIX. MTG. RAIL ASSEMBLY SCREWS - #10 X 1" P.H. SMS 18 - 2 VENT GUIDE PLASTIC - 19 - 2 GUIDE SCREWS - SMS 20 - 2/VENT SPRING AND PULLEY BALANCE - CALDWELL 21 - 2 OPEN CELL FOAM PAD (1 X 1/2 X 1 -1/2") - YALE r 22 - AS READ. JAMB SHEAR CLIP 6063 -T5 - • METAL STRUCTURE 1/4" SHIM MAX. BY WOOD BUCK OR STRUCTUR 1/8" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS -- r . 0 ,m ..., WINDOW WIDTH EXTERIOR r 4- VENT WIDTH D.L OPG. WINDOW WIDTH TYPICAL ANCHORS ` SEE ELEV. FOR SPACING WINDOW WIDTH 1/4" SHIM MAX. v • P TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr; DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 38 JUN 0.5 2006 • • ••• • • • ••• •• •• • • • •• •• • i • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• PRODUCT REVISED as complying MEI Ike Rd& IlksidbasCode p No • • 0 8 W ..� O • ••• X80 O O O L 4 m V v I r Q at C Iv 3 o growing no 1103 -- 1 0 ( sheet 5 a FRAME HEAD MEETING RAIL VENT TOP RAIL VENT BOTTOM RAIL VENT LATCH h* — 1.470 --�j FRAME JAMB GLAZING BEAD VENT SIDE RAIL FRAME SILL .375 3.043 - -a 1.165 ' - .078 .222 JAMB SHEAR CLIP VENT CORNER DETAIL • • -- • • • • • • • • • • • • • • • •••• • • • • • FRAME CQRNERS DETAIL Engr. OR. HUMAYOUN FAROOO STRUCTURES FLA. PE 1 CAN. 3535 JUN 0 b 2006 BY • • ••• • • • ••• •• •• • • • •• •• .. • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••••••• ••.• mom: r riti;vrs50 as comPlYing VW& Cale w336 Arse ace Ale Deb • • s5 . 01 2o49 • U C 0 to O O -o 0 o, 5 L W O 0 • • J E I 0:i m r h a s 4 drawing no W03 --105 sheet 6 of 6 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION CF1-8 2007R0607532 OR Bk 25710 Ps 3076; (1p PERMIT NO. TAX FOLIO NO. RECORDED 06/18/2007 10°53:03 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: / €52 de/ +/ Si 1 2 6 4 3 /l/. C '72 S 7` t _ 7 l/ ,,z-e ! S�e-O/2Je s 2. Description of improvement: / c G / bldg !_.cJ_S ' a) 01-5 3. Owner(s) name and address: LO W 1 f 72 e v/ /'1 4/• e Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if ari, Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upo whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different dat is speci Signatur, Print owner's Sworn to and Notary Publ Print Notary's Nam My commission exp 123.01 -52 PAGE 4 8/02 Name I-0 w e ( g_G V t n subscribed before me this 10 day of 9% . , 20 ._: JO, As- LUIMAR MARTINEZ �y�:i+� Y �• �? Af lr. ty "T11L . - State of Florida • ',.� ' My Dominion Expires Dec 19, 2009 ',,, p Q:• Commissxin # DD500658 P tha :h1's is 'Ns o-' cn / 111111111111111111111111111111111111111111111 .3.3/3P HARVEY RLIVINp CLERK OF COURT NIANI -DAC'E COUNTY? FLORIDA LAST PAGE Prepared by ige /a,G/Gl/ilfh[.ed• Address: 7.3z c-t) L/5-ttic st•