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1240 NE 100 St (12)k MIAMI SHORES VILLAGE �� BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date \k\05 `` Type Insp'n V1V\t��A -) Ftv ,,\ Permit No.'g 2_005 -S Name ( j 05)fGtIU.1\!i\ V\I T(0'v Address 1l-40 WE 900 5l Company \W U) f 1.-11 - Phone # ;DVS /57\O5 55 Yit N 1v\ SA - 1° oo®c Inspection Date Correction Re- Insp'n Fee ❑ v�s�, cull Allavt i i r yuv (.0A7 Approved Correction Re- Insp'n Fee 320S MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request D /Z9 / Type Insp'n IN / Q 1 Permit No. EPO 2 — 9 Name Address 1240 NE_ 100 `3T Company 7c )< Phone # Inspection Date 8 /I / 3L05 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7/Z.q /C Type Insp'n . - ycn -+' ' Doors Permit No. BRZ Name A (cam n labl Address 12.40 ikt€ (co Company X )( x )< x X Phone # Inspection Date 8 Approved Correction ❑ Re- Insp'n Fee ❑ 44 ) Miami Shores Village 10050 NE 2nd Avenue Printed: 6/24/2005 Applicant: GEORGIANN WHITCOMB Owner: WHITCOMB GEORGIANN JOB ADDRESS: 1240 NE 100 ST Contractor KINCO, LTD. Local Phone: 305 - 235 -1801 Parcel # 1132050090050 Signed: (INSPECTOR) Building Permit Phone: 305 - 795 -2204 Permit Number: BP2005 -935 Contractor's Address: 13440 S. W. 131 ST. Page 1 of 1 Legal Description: EARLETON SHORES PB 43 -80 LOT 5 BLK 1 LOT SIZE 75.000 X 109 Fees: Description Amount FEE2005 -8742 Building Fee $190.00 FEE2005 -8743 CCF $4.80 FEE2005 -8744 Training and Education Fee $1.60 FEE2005 -8745 Technology Fee $4.75 FEE2005 -8746 Scanning Fee $3.00 Total Fees: $204.15 Total Fees: $204.15 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/20/2005 Construction Value: $7,010.00 Work: REMOVE OLD WINDOWS AND REPLACE WITH APPROVES WINDOWS 'JUL 2 6 PAID GAS 14 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Atiilding Qualifier P '?/c 6}/1, r /a A State Certificate or Registration No. C6 0 56 95 Architect/Engineer's Name (if applicable) /f 70/ o v? $ Value of Work For this Permit Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical n Plumbing Owner's Name (Fee Simple Titl trtder) AC AA.' e / It, Phone # 0 4S / © 0 Owner's Address cv do q() City A /4/)41, ( State F Zip ' 3 / `3 S Tenant/Lessee Name r— Phone # Job Address (where the work is being done) /' V) /v • t City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO x /?r4"? (. ,'» • '.r it- .,fl .S -1/3 �- Contractor's Company Name KiNCo toll e c 4 ' p - 1 1 ) e,y2 Phone # Contractor's Address 73Vsic 5 City / ? /../N7 State Zip Type of Work: EAddition ❑Alteration ❑New Describe Work: rc''/i7o4% dL/� C✓i�/DowV' /�i✓/, Total Fee Now Due $ (Continued on opposite side) 004 1 Permit No.76f . J 9 Master Permit No. `o9 r Certificate of Competency No. Phone # A Square Footage Of Work: d11 Mechanical Roofing Zip 33/, 3 8 ``f) .23j /Mu/ Repair/Replace ❑ Demolition /?csi'el ccr ****************************F Submittal Fee $ Permit Fee $ r 'C/ 17 < CCF $ `t • e0 CO /CC Notary $ Training /Education Fee $ (. (GQ Technology Fee $ 4 1. Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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. 1 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 reins section fee will be charged Signature Chc 05 /13/03 NOTARY PUBLIC: Sign: // (.0 -1_{ ,?/ I Print: /'1 -T /Cc, 1)4 >4' I My Commission Expires: ` / /"dLib`I ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: who i "personally known to me or who has produced As identification and who did take an oath. Signature wag p pkIOTARY PUBLIC• Owner or Agent r The foregoing instrument was acknowledged before me this I The fore ng instrument was acknowledged before me this / `� day of ' G , 20 t/ by , day of zfh , 20 �� , by Ark c% .,5 GI , who is'personally known to me or who has produced as identification and whp.4id take an oath. MY COMMISSION t DD 420330 May 11,2009 EXPI Sign: l'/ �-�. t__ �V fiC"r. ', ]] o a�O' Bonded Thru Budget Notary Services Print: ' k1 r / u- /i) /! 4) ) t My Commission Expires: f- // -i j MARIA DONLON * 14F1'£©MMI69I6IM'DD 420330 ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** II 3 EXPIRES: May 11, 2000 'r'OF Ft " Bonded ThN Budget MMUy SWANS Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT — A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOUO NO. STATE 'eF 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: 2. Description of improvement: lee-WLtCC eA Drr'__F 3.Owner(s) n e and address: , 4r) u 6 i,-' a0 - ' CO E_ — j ' — F 2 f - 4 & ' 3 !aco+.-cc F - 3, Interest in property: recrAOC''rJCt. Name and address of fee simple titleholder. 4. Contractor's name and address: /� / 0 5. Surety: (Payment bond required by owner from Name and addrrss: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 9. Expiration date of this Notice of Commencement: (the expiration different date is specified) ,------- 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: Signature of Owner Print Owner's Name 4—"C-/k} f e /Ai Sworn to and subscribed before me this 9 day of Notary Public Print Notary's ame My commission expires:( 5 // —aO0 123.01 -52 PAGE 4 W02 /2 sic /c v. f'7. 1 7 ,4, ,1 ( c r/iCi" c f FL _9,7/.98 111111111111111111111111111111111111111111111 CFN 2e 10 OR Bk 23508 Ps 0796; (1a9) RECORDED 06/23/2005 15 :22:36 HARVEY RUVIN, CLERY. OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1/-4/1/ I~ j),o9, ALIE. 33/5 b 1FCTE OF FLORIDA, COUNTY OF DADE contractor, if any) !HEREBY CERTIFY th. this is r the t original filed In this o/tice on 0 v5 day Al U �� , AD2� and Officiel S MARIA DONLON MY COMMISSION I► DO 428330 EXPIRES: May 11, 2009 date is 1 year from the date of recording unless a Prepared by / ?, c. S7iap , 200_J Address: /35 J C✓ I3/ t/'T off?/ 33/g1 • .. . • • � S C P/ 0 :owa r' riv7f/ :gar m SMOONIM OONIN ,,to• /OLo - re ) O a 1 90'3-0 9�L £ I1 Old .\ / .\ pAy 1,>1 £ 9 x l £ r0.:019 • • .... • . . fD '6090 -A, "-fiBt/ .... IT? �y •••• .. • • • •• • • • • • •• •• • .•. • • • •• • • •.• • ••• ••• •••• • •••• • •• • • • • • ••• •• • • • • • •• • • • • • • • • • • • •• • • • •• ••• •• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • •• • ••• • ••• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • •• •• • ••• • • • ••• T r • MIA O� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 1"x Std. Wall- Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. •• ••• This NOA revises NOA # 00- 0912.05 and, consists of this page 1 as well as approval document mentio abode. • The submitted documentation was reviewed by Theodore Berman, P.E. • •• • ••• •• • • • •• NOA No 02 -0701.05 Expiration Date: Juno 22, 211x4 • .. Approval Date: July 12, 302 • ' • .. Pale t :•. ••. • • • • • • • • • • • • • • •. .. • .. • ••.. •...... • • • • •.. • • • • • • • ...• • • • • • • • ..... • • • • • • .. •. • • • •• •• • • • 6 • • • • • • • 4 GLAZING T H CD GLAZING PRODUCT GLAZING PRODUCT • • • • • •••• • • ANCHORS: TYPE B ; 80711 ENDS TYP. MULLION w -W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR WI +W2 MULL LENGTH = H •• •• W2 • • •• ANCHORS: TYPE'S'. C' OR b' 80TH ENDS L NOTES: 1. FOR.INCIjOgAqGE TYPE, QUANTITY AND LOCATION REPEAT TO SHEETS 2, 3 AND 5 • ••• • • •• • 2. WINDOIn p 8E MULLeD TIGETHER. TO A MAX. OF 5 UNITS 3. MULLIQ(VS APPR2VED FOB IMPACT le NON - IMPACT • 4. REFERENCE TEST REQQFC -2902, 2903 AND 2975 I GLAZING PRODUCT TYP MILLION GLAZING PRODUCT 7 2 J H - H1012 (1) 1NDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1+H2 MULL LENGTH = W ANCHORS: fYPt. OR b' 807? ENDS /17 Robert tCr . L Q k, P.E.P39712 Ctr>)I'tnrat 1 I 112 w W WItW2 H - H1t12 (2) WINDOWS MULLEQ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 1111) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL • LENGTH = H1 INDUSTRI S ANCHORS HYPE A' ANCHORS: TYPE 19; 'C' OR 80714 ENDS Mt. beds P a eet Centre' w — 1- 1-- W2 -1 —W3 w I W - W1+W2 +W3 H - H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = H1 PRODUCT REA75tO Bali .t ma** dm llwlrti Fleaptasee �j� 0 ores t o Ansa raw: Gu4 Or Dote: Revisions Oren t11 P.J.P. Oeta 4/28/O0 1070 TECHNOLOGY DRAT P.O. BOX 1529 NOKOMIS. FL .74275 NOKOMIS FL 34274 S.rNS/Meatl: MULLS sea.: NTS 1 a 2 APPROVED AS COMPLYING 1YIT11 AE SOUTH FLORIDA FOLDING CODE PRO . T ROL DIVISION (PRIDING COOE COMPLIANCE OFFICE ACCEPTANCE No.00 44 it •OS Ancrlpfloec ARRANGEMENT DETAIL Talc 1" STD. WALL MULLION Ore.G9 No 6620 Rex • • • • • • • • • • •• •• • • • • • •• • •• • • • •••• •••• •••• • • •••• • • •• • • • I • GL ENG PRODUC • • • • • •••• • • ANCHORS: TYPE B ; 80711 ENDS TYP. MULLION w -W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR WI +W2 MULL LENGTH = H •• •• W2 • • •• ANCHORS: TYPE'S'. C' OR b' 80TH ENDS L NOTES: 1. FOR.INCIjOgAqGE TYPE, QUANTITY AND LOCATION REPEAT TO SHEETS 2, 3 AND 5 • ••• • • •• • 2. WINDOIn p 8E MULLeD TIGETHER. TO A MAX. OF 5 UNITS 3. MULLIQ(VS APPR2VED FOB IMPACT le NON - IMPACT • 4. REFERENCE TEST REQQFC -2902, 2903 AND 2975 I GLAZING PRODUCT TYP MILLION GLAZING PRODUCT 7 2 J H - H1012 (1) 1NDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1+H2 MULL LENGTH = W ANCHORS: fYPt. OR b' 807? ENDS /17 Robert tCr . L Q k, P.E.P39712 Ctr>)I'tnrat 1 I 112 w W WItW2 H - H1t12 (2) WINDOWS MULLEQ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 1111) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL • LENGTH = H1 INDUSTRI S ANCHORS HYPE A' ANCHORS: TYPE 19; 'C' OR 80714 ENDS Mt. beds P a eet Centre' w — 1- 1-- W2 -1 —W3 w I W - W1+W2 +W3 H - H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = H1 PRODUCT REA75tO Bali .t ma** dm llwlrti Fleaptasee �j� 0 ores t o Ansa raw: Gu4 Or Dote: Revisions Oren t11 P.J.P. Oeta 4/28/O0 1070 TECHNOLOGY DRAT P.O. BOX 1529 NOKOMIS. FL .74275 NOKOMIS FL 34274 S.rNS/Meatl: MULLS sea.: NTS 1 a 2 APPROVED AS COMPLYING 1YIT11 AE SOUTH FLORIDA FOLDING CODE PRO . T ROL DIVISION (PRIDING COOE COMPLIANCE OFFICE ACCEPTANCE No.00 44 it •OS Ancrlpfloec ARRANGEMENT DETAIL Talc 1" STD. WALL MULLION Ore.G9 No 6620 Rex • • • • • • • • • • •• •• • • • • • •• • •• • • • •••• •••• •••• • • •••• • • •• • • • • • • • • 1 a i• • .. • IMPORTANT* • . • . .. • •O j OFF ANCH SHOWN ARi FOR A PICTORIAL R • •ANCHORS PIEAS6 REFER T C AND FIND THE CORRECT MULL SIZE AND QR68SURE REQ D FOR YOUR • SPECIFIC APP!ICATION. .... •• •. •• •• TYPICAI MULLION TO MUI I ION INSTA! I ATION TYPE A" MIN. 1 1050 (TYP BUCK NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET J. QUANTITY OF ANCHORS FOR MULL —TO —CUP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CUP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902. 290J AND 2975 r 2 - OR 4'-1 MM. TYP CAI MULLION TO STRUCTURE WITH WOOD RIICK TYPF B" /12 (N. SM.S STAGGERED ON OPPOSRE SIDES (50 AS NOT TO IMAM( KWH EACH OTTOR) SEE NOTE /7 /12 M000 SCREW (Tff /) ACM. 111 PENETRATION INTO 11000 musr C BE OAOC AEA FASTENERS COUNTY APPROVED. SEE NOTE /1 R.Q.T. I. klULLION MOO DUCK REMOVED TO CONCRETE Robert L. dirk PE. P.E. #39712 $t¢et•htYnl INDUSTRIES M000 BOCK r 2' OR — /12 F.H. SM.S. STAGGERED ON OPPOSRE SLOES (50 AS feO? TO LNTERfORE KM 11 -- EA0l ODf0P) J� r. ® ,. '� SEE NOTE /I 1 ft ( 7 ) ::. L 1 / ' NM 1 {• TAPCON (246/) . •. WV. 11 PENETRATION NATO 1 MIN. :: •. ` �, r . CONCRfTF OR BL STRUCRIRC ALL FASTENERS MUST BE DAOE COUNTY APPROVED. SEC NOTE /1 TYPICAL MUI LION TO STRUCTURE WITH WOOD BUCK REMOVFI) FROM CONC. TYPE C" TYP CAL MUI I ION TO STRUCTURE WITH WOOD RUCK AND CONC. TYPE O" PRODUCT REVISED am•ptytq w71 Drflo,l BMNIq Cade Aenhlaa eNo -Ob� O •O '.S E■llratba Date D(. Moe D.6e N odatt Conti DMNeM Rosa ASH 1001.: DOW O1: rate: Revisions: Dram Br P.J.P. oot 728/00 TRW 1" STD. WALL MULLION DescAtpDom CLIP & INSTALLATION DETAIL 7070 TECHNOLOGY MIME P.O. BOX 7529 S.r1.e/lfodeA Scene: Sheet Oro"oq No. NOKOMIS, ft 34273 NDKOMIS. PL 34274 MULLS NTS 2 eT 5 6620 APPROVED AS COMPLYING VAIN THE 50UTIt FLORIDA BUILDING COOE OA 1� � 05 Gr 4Jtt f .f PR C T TROT DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 00- 0 }Rev: ▪ • • • • • • • • • • • • • • •• • • • • • •• • •• • • • ••.. •••• • • • • •• • • •. • • • • .•• • • • • • • • i • • • • • • • • • 0• 0000 • • • •• IMPORTANT QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE A ' • 000 • • •• • • • 1 x 2 x if 1 x 4 x h• .. •... • •041• • • • • • • . • •••• •• •• •• •• • • • i MIN. FROM ENDS (TYP) I ,r-- MAX 14 MAX 14 L I I i • A'- — MIN.J L-AJ 1" MULL CLIP TWO (21 ANCHOR LOCATION$ EXTRUSION DWG / 7099 / ram S QL write 1. REFERENCE TEST REPORT FTL- 2902,2903 AND 2975 d 39 J/ L ( MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 INDUSTRIES Re.,d er: IO I.r o P.J.P. 1070 TECHNOLOGY DRIVE' P.O. 130X 1329 NOKOMIS, R 34275 NOKOMIS. R 34274 I" MULL CLIP W/TABS REMOVED TWO (2) ANCHOR LOCATION$ EXTRUSION DWG / 1099 MIN. FROM fl END (TYP) I 1 " MULL CLIP W /TABS REMOVEQ FOUR (4) ANCHOR LOCATION$ EXTRUSION OWG / 1099 ChM as rte: Dote: 4/28/00 Ser4e/Y.ael: MULLS PRODUCT REVISED • aai.plyag wY0 tM Pleats Baas Cade Mamma N•0 •O O5 E.pntI..DD fi I dM Prodxt Coo i_FL MIN. FROM END (TYP) RM.iane: Se.N: NTS ' 3 a5 APPROVED AS COMPLYING MTH THE DATE IOC' niftifE BY a.GAe t fi PR OL OMSION U BUMO7NS CODE COMPLIANCE OFFICE •MFpT,ATF Net (Jd-49 72 .o.s Droving No. 6620 Description: 1 " MULLION CLIP ANCHOR LOCATION 11 1" STD. WALL MULLION Roo: • • 0• • •••• • • • • • • • •0•• • 0• • • • •1• • • • • • • • • 1 • • INF 4 3 4 -.-8 (TYP) • •• • • • • • • . • •• •••• • • • • •••• • • • • , ••lVOT •.•. • . ).1?EFEReNN TEST f?4f!ORT FTL 2903 AND 2975 7 x STD. WALL MULLS MAT'L: 6063 -T6 / Robert L dark, .E. P.E. #39712 Structural P I INDUSTRIES 4 Reev 8 (TYP) Roved Or rot. CAAO 9) IOOt. orm. P.J.P. ° ` 1. 4/28/00 D.aWPfion: PROFILES PRODUCT REVISED ti amptd4 with Oe Redd. ellen Code Accepthsce espirht �e -/ 05 ey Mla&fDede hodan Co.inf DhbIo. 1 " STD. WALL MULLION APPROVED AS COMPLYING METH THE SOUTH NARA !A Revision: SMn /MORN, Seale: iSleset Drawing No. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, n .71275 NOKOMIS, n J4274 MULLS NTS 4 al 5 6620 PRO. .NTROI DMSION MIXING COOS COMPLIANCE 0 ICE ACCEPTANCE NO.0 O -419 1 Rw: • • •• • • • • • •• •••• • • • • •• • • •• • • • • • •••• • •• • • • • •••• • • chors 50 60 70 80 1 90 T 100 1 110 1 120 130 160 _ 42 _ 48 50.625 __ 54 60 129 83 70 _ 57 115 73 107 67 104 103 I 103 I 103 103 103 103 61 63 • 61 i 61 61 61 . 61 170 55 52 50 : 49 : 49 49 49 49 _ 61 49 44 41 ! 39 ' 38 38 I 38 38 38 41 35 31 29 27 ; 26 1 25 25 25 25 63 _ 66 _ 72 76 78 - -84 _ 108 -- 11.1. 144 35 30 30 26 27 24 1 23 i 22 21 18 20 20 20 23 21 ; 19 : 18 17 17 1 7 i 23 20 18 — - 20 17 15 `-1 17 15 16 1 - 160 - - _—___,__.1 1 - - 106 - - - - 145 - � - i - 1 - - - - - 93 92 92 142 ... _ - __._ 120 105 _� 81 - - - - t - -- 1 - - L 71 - ; - i - - - - - - - 1 - J - - : - - - - C .125 ichors L 50 OPENING WIDTH IN INCHES ( 60 70 80 90 100 I 110 120 130 160 42 48 50,625_ 54 60 170 170 170 170 ' 170 I 170 ! 170 170 170 170 " 170 1 170 170 f70 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 162 158 157 157 157 157 170 170 157 143 128 134 127 124 122 122 122 63 66 72 76 120 78 170 170 160 141 127 119 112 108 106 106 106 145 115 106 100 96 93 92 92 142 120 105 95 87 81 77 74 72 71 102 90 81 74 69 65 63 61 59 111 94 83 74 68 63 60 57 55 53 84 88 75 65 59 53 . 49 46 44 42 33 40 31 90 72 60 53 47 43 39 37 35 96 59 50 43 38 35 32 30 28 27 24 16 108 41 111 38 35 30 27 24 22 20 19 18 32 28 24 22 ! 20 19 17 16 - 144 17 - - - •• ••I • • • • • ••• ••• • • 1x2 2 An 1x4 4 A O • • • NOTES: 1. MAXIjr1UV NLLOWABLE PRESSURE IN PSF. • 1. DESIG l BASED dt7.OPENING WIDTH. FOR MULTIPLE UNITS, CON /Ot R •ONLY ADJACENT UNITS AT A TIME. SEE SHEET 1 3. REFERENCE TESj.l?gepRT FTL -2902, 2903 AND 2975 •• •• •• •• • • •• • • • • • •• • •• • • • •••• ••• • 0000 • • ••• • • • •• • • • Robert L Clark, P.E. P.E.#39712 Struuchirill NDUSTRIES Rind By: Drown r,De: Dote: P.J.P. 1070 TECHNOLOGY ORNE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Vertical Mull Mull I Length ',,,_Opening Width . Horizontal Mull 1 Opening Width L. 1_ Mull Length Multiple Mulled Units CAkd By: IDeto: 5••,nlodef MULLS a,t• 4/28/00 Deecrfplbn: PRESSURE CHARTS Rehslons: " STD. WALL MULLION Seo NTS Sn «r: 5 05 APPROVED AS COMPLYING MATH THE O tnN JUTI tf 'lit PR : ROLOMSIO4 SOLOING CODE COMPLIANCE OFFICE AgCEP TAKCE NO 00 - 0 o: O,Vwln9 No. 6620. MULL LENGTH IN INCHES MULL LENGTH IN INCHES .. • • • • • ... .. • • • • • • • .. • • • .. ... .. • ••• • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • •.. • •.• • • • • • .. • • ... • • • • • • • • • • • • • . ... • • • • • • • • • • • • • .. .. • nnl BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kinco, LTD. 5245 Old Kings Road Jacksonville, F132254 SCOPE: MIAMI - DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 - 2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade Coun ty by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and othe aaws where allowedd 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 (iin areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance the accepted manner, the manufacturer will incur the ex purposes. If this product or material fails to perform in t he ac pted pense of such testing and the AHJ may immediately 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.Co _.. . material fails to meet they d Control Division that product or 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 "MPRW" Aluminum horizontal Rolling Window APPROVAL DOCUMENT: Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 5/22/03, with revision date 09/03/03, 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 manuf following statement: "Miami -Dade County Product Control Approved unless ess ootherwise noted he t rein 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 as well as approval document mentioned above. • • • • • • • . . •• .. • • • •• The submitted documentation was reviewed by Theodore Berman, P.E. E •• ••• •• • • • •• NOA No 03- 060103 • • Expiration Date: October 09,2008 : : • Approval Date: October 09, 2143 ; ; • • m e i • • .. • • ••. • • • • • • • • • • • •• • • • • • • .• • ••• • • • • .•. • • • • t • • • • • • . ••• • • • • • • • • • • • • i • •• •• • • • •• ••. • • • •.• • • • • Kinco, LTD. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 5/22103, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Certified Testing Laboratories, Test Report No. C1LA -1048W dated 4/30103, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98 and structural analysis, prepared by Al Farooq Corporation, dated 615103, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None E. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office F. STATEMENTS 1. Statement letter of conformance, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is compliance with the Florida Building Code (FBC). E -1 . .. ••• • • • • • .• • • • • • • • Theodore BecmaapP.E. •: • • • • • • • • Deputy Director, Product Control Division NOA No 03- 0609.03 Expiration Date: October 09,200S • • . �' • • • • • .' Approval Date: Octobee 09, 4103 • • • • • • • • • • • • • • • • • • • . • ••• • ••• • •• • ••• • • • • ..• • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . . • • • •• •• . • • • •.• • • • • •• • • • • • • • • • • • • •a - •••• • • •••• • • • •• •• • • • - • •• • • • • • • • • •• • • • •••• • • •• • 12' MAX. TYP. • • • • • • • •• • • •• • • • • •• • • • • 0.40. (VENT) FLANGE FRAME 74' BUCK DIM. 30 3/0' VENT . WIDTH 33 11/18' FN FRAME 33 11/10' a LO. (FlK IBTE) TYPICAL ELEVATION • • • • TESTED UNITS • • FALSE MUIITINS CPTII7ML ''i 7' MAX. 7' MAX. g NEAR /SILL CORNERS MEAD /SAL. CORNERS 1/0' NM. GLASS 1/0' ANN. CLASS ONE PART SILICONE 'PECORA 093' OR TWO PMT =COME d 6T . ' PECORA 855' ,MPRW ALUM HORIZONTAL SLIDING 11TNfl01t DESIGN LOAD RAT'ING'S FOR THESE WINDOWS TO OE AS PER CHARTS SHOWN ON SHEET 2. MIEMAYOT SEE NOM BELOW 1/8' MAT WREN. GLASS SEC AYC SEE NOTE BLOW 1/5' HEAT SOM. MASI OWE PARR SILICONE 'MORA 593' OR 1WO PART SUUCONE gam VI% 905' WINDOWS OWED WITH LAMINATED CLASS RATED FOR LARGE MISSILE IMPACT AND 00 NOT REOtRRE SHUTTERS. 1/0' ANN./TDIP. CLASS 1/4' NR SPACE I/O' ANN. CLASS 3/8' OVERALL 111K. 3/4' OVERALL TNX. GLASS TYPE 'A' INTERLAYER SEE NOTE BELOW 1/5' HUT SIREN. CUSS ONE PMT SILICONE PECORA 593' OR TWO PMT SILICONE ,�A ' 'PECORA 985' ■r IS. 3/0' OVERALL INK. 3/4' OVERALL TIM. GLASS TYPE 'B' 1105 PRODUCT IS DESIGNED TO COMPLY 01111 Oft HIOI VELOCITY HURRICANE 20NE OF 111E 2001 11.011I0A DUILDINO COOS. ALSO FOR WIND LOADS AS PER A3C8 7 -80. ASCE 7 -93, ASCE 7-95 OR ASCE 7 -98 Al REQUIRED BY PREVAUNO BUROMO COOL W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS NCH TO THE lL11 AS 100 j;,�¢'( ANCHORS SHAH 0G' A, LISTED, ?PACED AS SHOWN ON GRAILS / ! ANCHOR EAt880MCNT TO BASE MATERIAL SHALL 0E evolve WALL 012E55I140 OR STUCCO. ANCN0RIN0 OR LOADM0 CONDITIONS NOT 3110WN IN THES8 DRAMS AR8 NOT PART or THIS APPROVAL. L $n 74. NJMAr0Ul1 rams SIRUCTURCY 11.4. FE 8 1 057 SAN. 3536 1/0' NM./TEMP. CUSS 1/4' AIR SPACE 1/5' HUT SIREN. CLASS INTLRLAYER SEE NOTE BELOW 1/8' ANN. BIAS! ONE PMT 5IJCONE 'PECORA 593' OR TWO PM7 SILICONE 'PECORA 953' AVAIL ►m E IMTT•RLAYERS: .100' SOLUTIA HP .090' SOLUTIA SAF1.0( PYB .090' DUPONT BUTACI1'E PYB 1 .he.t 1 of 0 � as i' .=: - °= 4. i. a '' o 'i �'I I 0 �� - t_: ts: s ' 4 4 I' :..4i.,..= iI I .i.... ,, 41=4= I, `: J psi jl �� I -fit_: is • • •• • • • • • • • • • • • • •a - •••• • • •••• • • • •• •• • • • - • •• • • • • • • • • •• • • • •••• • • •• • 12' MAX. TYP. • • • • • • • •• • • •• • • • • •• • • • • 0.40. (VENT) FLANGE FRAME 74' BUCK DIM. 30 3/0' VENT . WIDTH 33 11/18' FN FRAME 33 11/10' a LO. (FlK IBTE) TYPICAL ELEVATION • • • • TESTED UNITS • • FALSE MUIITINS CPTII7ML ''i 7' MAX. 7' MAX. g NEAR /SILL CORNERS MEAD /SAL. CORNERS 1/0' NM. GLASS 1/0' ANN. CLASS ONE PART SILICONE 'PECORA 093' OR TWO PMT =COME d 6T . ' PECORA 855' ,MPRW ALUM HORIZONTAL SLIDING 11TNfl01t DESIGN LOAD RAT'ING'S FOR THESE WINDOWS TO OE AS PER CHARTS SHOWN ON SHEET 2. MIEMAYOT SEE NOM BELOW 1/8' MAT WREN. GLASS SEC AYC SEE NOTE BLOW 1/5' HEAT SOM. MASI OWE PARR SILICONE 'MORA 593' OR 1WO PART SUUCONE gam VI% 905' WINDOWS OWED WITH LAMINATED CLASS RATED FOR LARGE MISSILE IMPACT AND 00 NOT REOtRRE SHUTTERS. 1/0' ANN./TDIP. CLASS 1/4' NR SPACE I/O' ANN. CLASS 3/8' OVERALL 111K. 3/4' OVERALL TNX. GLASS TYPE 'A' INTERLAYER SEE NOTE BELOW 1/5' HUT SIREN. CUSS ONE PMT SILICONE PECORA 593' OR TWO PMT SILICONE ,�A ' 'PECORA 985' ■r IS. 3/0' OVERALL INK. 3/4' OVERALL TIM. GLASS TYPE 'B' 1105 PRODUCT IS DESIGNED TO COMPLY 01111 Oft HIOI VELOCITY HURRICANE 20NE OF 111E 2001 11.011I0A DUILDINO COOS. ALSO FOR WIND LOADS AS PER A3C8 7 -80. ASCE 7 -93, ASCE 7-95 OR ASCE 7 -98 Al REQUIRED BY PREVAUNO BUROMO COOL W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS NCH TO THE lL11 AS 100 j;,�¢'( ANCHORS SHAH 0G' A, LISTED, ?PACED AS SHOWN ON GRAILS / ! ANCHOR EAt880MCNT TO BASE MATERIAL SHALL 0E evolve WALL 012E55I140 OR STUCCO. ANCN0RIN0 OR LOADM0 CONDITIONS NOT 3110WN IN THES8 DRAMS AR8 NOT PART or THIS APPROVAL. L $n 74. NJMAr0Ul1 rams SIRUCTURCY 11.4. FE 8 1 057 SAN. 3536 1/0' NM./TEMP. CUSS 1/4' AIR SPACE 1/5' HUT SIREN. CLASS INTLRLAYER SEE NOTE BELOW 1/8' ANN. BIAS! ONE PMT 5IJCONE 'PECORA 593' OR TWO PM7 SILICONE 'PECORA 953' AVAIL ►m E IMTT•RLAYERS: .100' SOLUTIA HP .090' SOLUTIA SAF1.0( PYB .090' DUPONT BUTACI1'E PYB 1 .he.t 1 of 0 FLANGE FRAME WINDOWS D60ICN LOAD CAPACITY - Pt? (20 OR OX 11215) WINDOW 0042. A CUM 1 'A' 01.4.111 2 't' /12 3112 1/4' 24PCONt 112 6Y3 1/4' TAPCDNS 7401T1 NC10H' TNT.( -) 0 T.(y M.( -) D7.( +) 1/47.(-) EXT.( +L IM.( -) 6 T.( +) 1rt.( -) 26 -1/2' 37' 63 -1 /4' 75' 26' (3) 3 40.0 70.0 60.0 70.0 00.0 60.0 40.0 00.0 3 00.0 70.0 00.0 70.0 60.0 60.0 40.0 60.0 6 00.0 70.0 00.0 70.0 00.0 00.0 00.0 60.0 4 0CLO 70.0 00.0 70.0 00.0 60.0 40.0 60.0 20 -1/2' 37' 53 ■1/0' 73' 30 -3/0' (3) 3 60.0 70.0 60.0 70.0 60.0 80.0 00.0 00.0 3 60.0 70.0 80.0 70.0 60.0 40.0 40.0 00.0 5 00.0 70.0 00.0 70.0 00.0 00.0 40.0 00.• • 80.0 47.8 00.0 47.0 60.0 60.0 40.0 600 25 -1/2' 37' 63 -1/6' 76' 60 -6 /5' (4) 3 40.0 70.0 00.0 70.0 60.0 60.0 40.0 60.0 3 40.0 70.0 00.0 70.0 80.0 70.6 60.0 00.0 6 00.0 66.9 60.0 60.1 00.0 00.0 40.0 60.0 4 50.9 60.0 00.9 60.1 00.0 76.5 • 00.0 60.0 20 -1/2' 37• 53 ■1/6' 73' 03' ( 3 410.0 70.0 00.0 70.0 00.0 00.0 400 00.0 3 40.0 61.5 00.0 06.1 00.0 414 00.0 00.0 6 00.3 50.3 60.3 60.3 60.0 71.4 00.0 00.0 0 40.0 40.0 40.0 40.0 00.0 60.7 00.0 23' 37' 46' 41' 73' 25 (3) 3 00.0 70.0. 00.0 70.0 00.0 60.0 • 40.0 4 3 40.0 70.0 00.0 70.0 00.0 00.0 60.0 00.0 4 00.0 70.0 00.0 70.0 00.0 00.0 00.0 70.0 5 00.0 70.0 60.0 70.0 40.0 60.0 10.0 00.0 4 10.0 70.0 40.0 70.0 00.0 60.0 40.0 25' 37' 41' 01' 73' (4) 3 00.0 1 0:13°.. 60.0 70.0 00.0 00.0 40.0 60.0 3 (.. 00.0 70.0 00.0 70.0 00.0 00.0 00.0 54.0 J 4 40.0 70.0 40.0 70.0 00.0 00.0 60.0 50,0 5 60.0 70.0 00.0 70.0 60.0 60.0 00.0 • 55.t 6 00.0 70.0 00.0 70.0 00.0 00.0 00.0 a 8 2 5' " 37" 41' 01' 3 00.0 70.0.°0 00.0 70.0 ..0.0 60.0 00.0 _. 3 ( 40.0 ''. 70.0 %60.0 .70.0 00.0 79.1 40.0 4 4 4 - 70.11 -- -41: - 0 , ,, 00.0 70.0 00.0 71.4 40.0 ( ) 6 (. 04,4,, % 60.0 44.6 60.0 00.0 00.0 7 6 X64 84.0' )6+.0 040 60.0 60.0 00.0 23' 3? 49' 61' 73' .3 .00 in /0:0 ..4 00.0 70.0 00.0 00.0 00.0 .3 60.0 63.5 60.0 60.3 60.0 634 60.0 61 4 65.4 56.6 65.0 55.0 00.0 04.0 60.0 (6) 5 47.0 47.6 47.0 47.0 60.0 64.2 60.0 0 42.5 42.5 424 42.6 60.0 04.4 00.0 FIN FRAME WINDOWS 02410* LOAD CAPACITY - Pt? (X0 01.1 OX 21222) 6VCX DTY3. A 01•26 TYPO 'A' 91323 Mt '5' /10 MO #I0 SKS 01004 011011' 1)(T.(+) O?.( -) EXT.( +) TNT.( -) 25 -1/2' 3 60.0 70.0 60.0 60.0 30' 25' 3 00.0 70.0 00.0 00.0 62 -1/6' (3) 0 00.0 70.0 00.0 60.0 74' 4 60.0 70.0 60.0 40.0 25 -1/2' .3 60.0 70.0 00.0 60.0 30' 37 -3/5' 3 40.0 70.0 60.0 00.0 52 -1 /5' (3) 6 00.0 70.0 40.0 00.0 74' 0 00.0 47.1 00.0 60.0 26 ■1/2' 3 00.0 70.0 60.0 60.0 36' 45 ■5/0' 3 60.0 70.0 40.0 00.0 62 ■1/8' ( 0 00.0 67.3 00.0 60.0 74' 6 50.0 00.0 • 40.0 25 -1/2' 3 00.0 700 ' 00.0 30' 42' 3 00.0 67.5 00.0 62 ■1/6' ( 6 60.4 50.4 60.0 74' 6 40.0 40.0 00.0 3 00.0 70.0 • 000 • 3 60.0 70.0 000 24 (3) 4 60.0 70.0 00.0 • 5 40.0 70.0 000 4 00.0 70.0 000 3 00.0 70.0 00.0 3 40.0 70.0 00.0 b 30 (3) 4 00.0 70.0 00.0 ° 00.0 70.0 00.0 6 00.0 70.0 00.0 3 00.0 70.0 00.0 3 60.0 70.0 60.0 i (4) 4 00.0 70.0 60.0 5 60.0 04.1 00.0 6 54.0 54.0 00.0 n b o k 3 00.0 70.0 50,0 00.0 70.0 00.0 (5) • 55.t 55.0 60.0 5 47.7 47.7 00.0 0 42.5 42.6 60.0 • • • •• • • • • • •• •• A - N0. OF ANCHORS PER NEAR & SILL () - N0. OF ANCHORS PER JAMS • •• • • • • ••• • • • •••• • • • •••• • A. _F 0040011 010711 (114140t 01MS) , ,SHEET 1 FOR GLASS DESCRIPTION • • • • •• •• A - N0. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB ?Mn 54. C O I W 146000 0.4.4.0. 7 { Q 9 ; 421 • 4 rs iI dnewinq n0. W03 -33 111.41201 B ) • .•• • • • • • •• • • •• • • • • • •••• • • .•• • • • • • • •••• • •• • • • • • • • • •• • • • • • • MILL ANCHORS tiY OR 20Y eR OXY. FOR 2PACINQ 11000 BVCX • •• • • • • • • • • •T• •'• • •• '; i• • � � • ' •• ••• • • • SIX DIY. FOR SPACING • • • • • • • •• • •••• • • • • • • •• •••• • • • • •• • • • • • •••• • •• 13 MRAI eTRVRVRO (=EL OR ALUM. 1/0' MIN. 11C'X) rut 1 ry - 7e KSI MN. AWMIMIM t CM—TS MIN. TYPICAL ANCHOR! 2 Of eR 12.1V. FOR sPAC1N0 W000 IVCK 2/1 f1' 17'KS OR Sn R ORtU t SCREWS INTO METAL STRUCTURES (I/8' MIN. THICKNESS) (1 /4' MAX. SHIM SPACE) 110 WS 11R SrI F 0RR IMO SCRFW3 INTO DADE COUNTY APPROVED MULLIONS MO SHIM SPACE) REEPROLES; W1 • 1" x I/4' WEEP MOLE WRM PLASTIC tWILE AT 8' FROM EACH END. WOOD BUCKS NOT BY KINCO. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILOINO STRUCTURE. TYPICAL ANCRORS; SEC Euv. Fo• SSACINO 112_510 INTO 22iY WOOD BUCKS OR W000 STRUCTURE 1 -1/2' MIN. PENETRATION INTO W000 1/4' tAPCONS INTO 23Y W000 BUCKS OR WOOD STRUCTURE 1 -1 /2" MIN. PENETRATION INTO WOOD TMRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC..OR MASONRY CFIANGE FRAME WINDOW DR htMIIY0J M flRYC?WICI IA. PC ! 11527 CAN. 7120 1 � 1l 1 sheet 3 of A 11 N o t4 } drawing no. W03 -33 8 3 • • • • • • • • • • • • gg •• • • • • • • •• • • • • • •• • •• • • • • • •••• • Kg! • •• •• • • •••• • • •••• • • • • • • •. • • TYPICAL ANCHORS SCC CLCV. • • • • • • . • • • • 1/4" SHIM •••• • • •••• • Wx. • •• • • • Xo LAYOU OX OPPOSITE OAOC COVHI � M P W TYPICAL ANCHORS SR CLEV. FOR S►ACNO FLANGE FRAME WINDOW M ► WS? 1 F r"ing 03 -33 ( ah „t 4 of 8 • • • •• • • • •• • • • • • • • • • :.i. •••• • y, • • _ • •••• • • • • • • • • • • • • • • • • • • • • • • • IIlUSTRATNC OTLI. ONLY T. OR INT. IINISHCs NOT NY 10 • • O • • •••• • • • • •• • • • • • • • •••• • •• TYPICAL moms SIX £LSV. TCR sPACINQ TYPICAL ANCNORI !CC CLCV. ►QR SPACD TYPICAL ANCHORS' Sts cuv. root SPACINQ INTO WOOD STRUCTURES 1 -1/4' MIN. PENETRATION INTO W000 110 SIRS aR SELF OR1uINQ St'REWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WEEPHOLES; WI - 1' X 1/4' WEEP HOLE WITH PLASTIC BAFFLE AT S" FROM EACH END. W000 STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. r∎Rc o STRUCtuACI M ►[ USST CAN. _,]4 I FIN FRAME WINDOW 1 p � O sNe tl 1 drawing no. W03 -33 ,Il ,et of 1 • • • • • • • OMEN. MCmORS SCE acv. fOR SPACING ' /e • •• • • • ••• • • • • • • • •••• • • •••• • • • • • • •• •• • • • • • •• • • • • • • • • • • •• • • • • • • • •••• • • • •II • • •• • • • • • •••• • •• • • • • •••• • • VENT TNOTN WOE ODOM SEC 4VMA NUIDON 111-1AXIMIT OX OPPOSITE MIDI ANCHORS SEE acV. me SPACS+O 7x000 STRUCTVRE NOT SY KINCO ►MST SUSTAIN LOADS M0O3ED K OM2MO ratem .46 TIMMER no TO THE MONO STRUCTURE TTRlCAL MKNORS SEE GEV. FOR SRACMO ILLUSTRATIVE OTLS. ONLY MT. OR MT. AMINES NOT ef RINCO • Coon OR. MUMAY A STRMCTURO ILA PC CAM. � 3 F7 FIN FRAME WINDOW F dmwinq no. W 03 -33 Senwt of • ••• • •••• •• • • ••• ••• • • • • • • • •• • • • • • •• • • • •• • • • • • •••• • •••• • • •••• • • •f • • • PART I OVAR'TTTT Dstrittr lox KATMAI. -- 1.521 r ---i 1.000 Aft J 2451 L + K , AU Dm. 1.271 KCO4043 1 FRANC MEAD - /LANCE 1.151 4700 t. A27� -J KCO -2003 1 FRAME MAO - /01 . Al 12/0 I. 000-271 1 LRAM[ 601.1. -- RANGY KCO -212 1 f14.4112 su ■ /W VENT TOP/ /0:0•473 1 011.6. TRACK KC0 -2042 1 FRAME .4WD - IMO - FLAME 0063-T0 ! ` 000 -2062 1 FRAME JAMS - YEW - 4111 0003-11 1 1 ,� KCO ■241 1 FRAME JAMS - FIXED - FIANCE 1128 FRAME HEAD 00 (FLANGE) Ls: K00 -2001 1 F 5MC JAM MCC - ED - FIN ca 174 FRAME LIU 1.053 HEAD (PIN) ,ffi 1.203 1(00 -2044 1/VENT NM WO. RAJ. KC0 - 2047 2/VENT 1EMT TOP • COTT. RAR. 6063 ■76 1/AMT Ale M7ERL000 6003 -16 I.5Ot 6 1.901 AU ,K7 KC0 -2045 l/VEM VENT JAM6 STitt 6063 -T6 .063 /2.563 1125 1 + ' � I • .74f AM D7f AID I T , 01 Ana 3.662 (- .� �. ( .076 .748 .078 1 A7s TP 2.501 RP -6C0 4/ LITE 01.62160 DEAD 7/6 Rroro PVC VENT LATCH RP - 001 4/ tat OlA2M0 DEAD 3/0' RIOto PMC I.-041 2/ VEM SNAP LATCH, 2 -5/0' 1040 121.0M - 1/LATCM WI SPRMO ST. STEEL J66 2250 VTF -2000 AS REM 06AS5 SPACER POLTPRO /EPOM � al 14 - - - - - ..�� N I n 5 QQ 4 J U � H 15 E23151540 AS RE00., P154 6CA1 N•EATM[KS11P - VLTRAFAD .167 X .150 0R MN. 1.124 [4 I 16 6 '12171 MO A3 n[ao. IM UAL - VLTPKAD .107 X .170 OR COIN. 1.373 7f t 1.42? � 17 V -4777 Al R[00. • Ma WEAMERSTnIPPI1M - OLON .160X.100 ` + 16 AS nt00. 635T SCREWS /6 x 1 PM VS I 1 STILE 1[ - 2/VEM RXEO RAIL SCREW -SILL - /6 x 3 PM SAM FRAME -2u1 5111 (FLAME) Uh 20 - - r.esT RI rUME S (FIN) JAMB 21 - 2/PNIEL ROLLER HOMO • OtROE 0 AT EACH END Of WW1 655 COI a71 L --I .513 FRAME 2 A6[ EXP. _ 1.270 S2 23 - - 4 /PANEL ROLLER ROLLER 564AFT ST. STEEL - - tin WO .575 .065 TV. AI 24 - 2/MN00M 4/71.2 Mal A 4- FRO EMCM ENO • • 25 ■ 2/BAFRE MFRS SCR2W5 - (6 x 1/2 SAM } r ,b!! 23x1 1.370 [ a0! Li ini W7! , se +� ~.705 E I i ' g 612 JAMB (PUKE) �uY! MEETING RAIL 1.700 Ate FRAME JAMB (FIN) } .200 --I M- r App 4 Oro • R . 11 11.00 Aft M. --- - 1. 121 91��7Tf._ 2793 • 1.263 J[0 IA6] • • • XI 7 /Aft • .06 • • • • .. My 0 � IF i'� r .00 �+ I L• 406] 7f7 1 .501 I 1 I t 1 f I I _ -- 1 L.1D3 GL/V5 SPACER Kul 1:1 2773 • . 1.763 L L ot _ II • g 1 L, t F un-1 Au FIXED LRO. RAIL 220 A[2 Eng OA. MuliAV6[S TM000 fu ► N067 C.AN. Q 4 20 St6 ATP x1 4475 A 6t � - A[ 0 A6r 1 J00 1.100 A6[ • • • • • *4 • • • • • A15 FIxED �`>'#r,� 1 T • I • • .e79 L • (FLANGE) 1 - - �....�� drawing no, . W03 -33 1 -,) .73'3 I- S ILL TRACK 7/ 33/5 GLASS 5' / • • • FIXED Au FRAME IAOO J AMB (RN) • ••• • •••• •• • • ••• ••• • • • • • • • •• • • • • • •• • • • •• • • • • • •••• • •••• • • •••• • • •f • • • • • • • • • • • • • • • • • •• • • • • Q �rn �f ' VTQ •• f• • • • • ••• • •• • • • - • • •• • • • •••• • • • • VTNT TOP/WTI/OM CORNI RS •• • • •••• • • • • • •• • • • s1ANPR neLu! TOP CORM! FS �NCL PRAM! enTmmu CRRPff 4n' pm TN}AF TOP CORM,/ D . MUI.VOuM WO% 1TMICMU M K / 1e101 C .A.N. x 00 4 2003 0 ' og OS 8 INEli y i drawing no. W03 -33 'nest Q of 8 •• • • • • • ••• •• • • • • . • • • • •• • • • •• ••• •• • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • •• • ••• • ••• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Kinco Limited P.O. Box 6429 Jacksonville, FL 32254 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 the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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 South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Series "MPSH -41" Aluminum Single Hung Window — Impact Resistant APPROVAL DOCUMENT: Drawing No. WO1 -81, titled: Series "MPSH -41" Aluminum Single Hung Window, sheets 1 through 6, prepared by AI- Farooq Corporation, dated 12/26/01, with revision A dated 02/12/02, signed and sealed by 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposcs 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 entircty. 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • .•• • • • • . • • • • NOA No 02 -0128.06 , Expiration Date: Mach 1g 2007 • Approval Date: i arth }4:2002: • •• •1yge1 • ... • ••• • • • •• • • • • • • • • .. ... •• • • • .. ••• • • • • • • • • • • • • • • •• • • • • • • .• • ••. • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • : • • • • • • • •• • a x w CLASS TYPE 'A' 3/8 OVERALL THK. LAMINATED BY 'CARDINAL' 1 /5' MN. CLASS 1/4' AIR SPACE 1/6' HEAT STREW. CLASS Or ANN. CLASS ONE PART SILICONE 'PECORA 695' OR TWO PMT SILICONE 11144 955' 11164 CLASS TYPE 'C' 3/4' OVERALL TON. LAMINATED BY 'CARDINAL' •• 9115' . 44i11, PEW P • !IL4 • .... • LASS E 'E' 3,91i OVERLLL THK. • • • • MMIN ft ' 'MCP' • • • • • •• • • • •••• • •• • • • • •••• • • I/x' ANN. CLASS .097' INTERLAYER sEASTORM TYPE 8 1 /e' ANN. CUSS .090' PVD INTERIAYER 1/6' ANN. CLASS RR ONE PA SILICONE PECORA 095' OR TWO PART SILICONE 'PECORA 565' 090' INTERIAYER SAFLD KEEPSIVE 1/6' ANN. CLASS ONE PART SILICONE PE�ORA 895' OR TWd NE • • • 1/5' HEAT SIREN. CLASS .090' PVD 91TERLAYER t /e' ANNEALED CLASS ONE PMT SIUCONE PECORA 695' OR TWO PART SIUCONE thillF4FICCRA 955' 1 IN jrly GLASS TYPE 'B' 3/0' DMMRALL THK. LAMINATED BY 'CARDINAL' 1/8' ANNEALED CLASS 1/4' AIR SPACE 1/0' ANNEALED CLASS .097' INTERRAYER SEASTORM TYPE B 1 /e' ANNEALED CLASS ONE PART SIUCONE PECORA 595'. OR TWO PART SILICONE 'PECORA 9115' CLASS TYPE 'D' 3/4' OVERALL THK. LNAINATED BY 'CARDINAL' 1 /e' ANNEALED GLASS 1 /4' AIR SPACE 1/8' MNEALED CLASS .090' INTERLAYEII DUPONT BUTACITE 1 /e ANNEALED CLASS ONE PART SILICONE 'PECORA 69S' OR TWO PMT SIUCONE 'PECORA 985' CLASS TYPE 3/4' OVERALL MK. LAMINATED BY 'CARDINAL' 4 3/4' MAX. AT HEAD /SILL CORNERS S e 0 J 1 /e' ANNEALED CLASS .009' FILM TP0 -2000 AIR SPACE 1 /5' POLYCARBONATE AIR SPACE 009' FILM 1PC -2000 1/8' ANNEALED CLASS ONE PART SIUCONE 'PECORA 695' OR a TWO PAR SILICONE /ft) COR 9113' CLASS TYPE 'G' 3/4' OVERALL. TNK. LAMINATED BY 'PROTECTIVE CLASS INC.' 91NO0W WIDTH FIANGF FRAME on no TYPICAL Fl FVATION TESTED UNITS 1 1 a' MAX. HEAD /SILL CORNERS 4 0 0.LO. (FIX. LATE) 13 1/2' MAX. HEAD /SILL Al • / 47 1/2' O.L.O. (VENT) • VENT WION 52 1/13' • 1. TH13 PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BALDRIC COOS 1994 (515014 FOR MIAMI —DACE COUNTY OR FLORIDA BUILDING COOS. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOWS. E. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LEADS ITO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO RISE 1MTERIAL SHALL BE 8EYON0 WALL DRESSING OR STUCCO. Enpr. OR. MIIAAYOUN FARC00 STRUCTURES M PE F 1SSS7 FEB 1 3 2002 47 3 /e BUCK WIDTH FIN FRAME APPROVED AS cOMPLYD4G 5117 THE SOWN FLORIDA MUM CODE DATE '1 Alt ) 4.[IIDt Err 1 r FR ?ARM DMSron drawing no. 9U CODE COMPLIANCE OFFICE W01-81 ACCEPTANCE • beet 1 of 6 ./././ //. _I 1_ © I 1 1 47 1/2' I D.LO. (VENT) SO' VENT WI •TH 53 1/5' • : • • • • • • • •• • a x w CLASS TYPE 'A' 3/8 OVERALL THK. LAMINATED BY 'CARDINAL' 1 /5' MN. CLASS 1/4' AIR SPACE 1/6' HEAT STREW. CLASS Or ANN. CLASS ONE PART SILICONE 'PECORA 695' OR TWO PMT SILICONE 11144 955' 11164 CLASS TYPE 'C' 3/4' OVERALL TON. LAMINATED BY 'CARDINAL' •• 9115' . 44i11, PEW P • !IL4 • .... • LASS E 'E' 3,91i OVERLLL THK. • • • • MMIN ft ' 'MCP' • • • • • •• • • • •••• • •• • • • • •••• • • I/x' ANN. CLASS .097' INTERLAYER sEASTORM TYPE 8 1 /e' ANN. CUSS .090' PVD INTERIAYER 1/6' ANN. CLASS RR ONE PA SILICONE PECORA 095' OR TWO PART SILICONE 'PECORA 565' 090' INTERIAYER SAFLD KEEPSIVE 1/6' ANN. CLASS ONE PART SILICONE PE�ORA 895' OR TWd NE • • • 1/5' HEAT SIREN. CLASS .090' PVD 91TERLAYER t /e' ANNEALED CLASS ONE PMT SIUCONE PECORA 695' OR TWO PART SIUCONE thillF4FICCRA 955' 1 IN jrly GLASS TYPE 'B' 3/0' DMMRALL THK. LAMINATED BY 'CARDINAL' 1/8' ANNEALED CLASS 1/4' AIR SPACE 1/0' ANNEALED CLASS .097' INTERRAYER SEASTORM TYPE B 1 /e' ANNEALED CLASS ONE PART SIUCONE PECORA 595'. OR TWO PART SILICONE 'PECORA 9115' CLASS TYPE 'D' 3/4' OVERALL THK. LNAINATED BY 'CARDINAL' 1 /e' ANNEALED GLASS 1 /4' AIR SPACE 1/8' MNEALED CLASS .090' INTERLAYEII DUPONT BUTACITE 1 /e ANNEALED CLASS ONE PART SILICONE 'PECORA 69S' OR TWO PMT SIUCONE 'PECORA 985' CLASS TYPE 3/4' OVERALL MK. LAMINATED BY 'CARDINAL' 4 3/4' MAX. AT HEAD /SILL CORNERS S e 0 J 1 /e' ANNEALED CLASS .009' FILM TP0 -2000 AIR SPACE 1 /5' POLYCARBONATE AIR SPACE 009' FILM 1PC -2000 1/8' ANNEALED CLASS ONE PART SIUCONE 'PECORA 695' OR a TWO PAR SILICONE /ft) COR 9113' CLASS TYPE 'G' 3/4' OVERALL. TNK. LAMINATED BY 'PROTECTIVE CLASS INC.' 91NO0W WIDTH FIANGF FRAME on no TYPICAL Fl FVATION TESTED UNITS 1 1 a' MAX. HEAD /SILL CORNERS 4 0 0.LO. (FIX. LATE) 13 1/2' MAX. HEAD /SILL Al • / 47 1/2' O.L.O. (VENT) • VENT WION 52 1/13' • 1. TH13 PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BALDRIC COOS 1994 (515014 FOR MIAMI —DACE COUNTY OR FLORIDA BUILDING COOS. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOWS. E. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LEADS ITO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO RISE 1MTERIAL SHALL BE 8EYON0 WALL DRESSING OR STUCCO. Enpr. OR. MIIAAYOUN FARC00 STRUCTURES M PE F 1SSS7 FEB 1 3 2002 47 3 /e BUCK WIDTH FIN FRAME APPROVED AS cOMPLYD4G 5117 THE SOWN FLORIDA MUM CODE DATE '1 Alt ) 4.[IIDt Err 1 r FR ?ARM DMSron drawing no. 9U CODE COMPLIANCE OFFICE W01-81 ACCEPTANCE • beet 1 of 6 FLANGE FRAME WINDOWS FIN FRAME WINDOWS �C) kw DESIGN LOAD CAPACITY - PST 94VTTERS NOT RCWIRED DESIGN LOAD CAPACITY - P3P SHUTTERS NOT REMISED FLANGE DIMS. GLASS ttPES '9''8' 0I E' CIAES TYPES 'C 'D' OE T OLA59 TYPI 'G' K DIMS. GLASS TYPES 'A' 'e' 0E '5' CLASS TYPES 'C' '0' OR 'r GLASS TYPO 'C' _. n° z g 0 F I-• y � , 71 4 -. vNY-d140, MEIGMT E7fT.( +) 1NT.( EXT.(+) 1NT.( -) EM.( +) INT.( WIDTH MOM* , DR.( +) 1NT.(-) EXT.( +) 1NT.(-) Ea.( +) 1677( -) �19 -1 / 2n",/2- 37' 53 -1/8' , 2e•' �(3r 70.0 0.0- 70.0 70.0 70.0 70.0 « .O" ' • 28' ( 70.0 70.0 70.0 70.0 70.0 70. 3 ' ' 0.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19 -1/e' 26 -1/ 37 /e 35-3/8 3) 70 .0 70.0 70.0 70.0 70.0 70. 0 70.0 70.0 70.0 70.0 70.0 ---5". U n S 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70A 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 I BuCN 117013 C7 iel I :-:,&,...1 7070 70 0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19 -1/8' 26 -I/2 37' 53 -I/6' 19 -1 /6' 26 -1/2' 37 53 -1/8' 50-5/6' (4) 55• (5) 70.0 70.0 70.0 70.0 70.0 70.0 i %Wms N N n n 36 (3) 70.0 70.0 70.0 70.0 70.0 70.0 a 0 .4 d'•" 04, I h n 3 0 11 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 60.5 70.0 60.8 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 C! Z 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 52.2 67.2 67.2 61.9 61.9 70.0 70.0 70.0 70.0 70.0 70.0 19 - 28 -1/2' 3r 53 -1/8' 63' (5) 70.0 70.0 70.0 70.0 70.0 70.0 24' 26' 32' 36 40' 44' 48' 52 44' ( 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 = _ N .4 R " 'y' d < _ - e.1-03 E. 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 55.5 58.5 80.9 60.9 59.6 59.6 70.0 70.0 70.0 70.0 70.0 70.0 19 -1/5' 26 -1/2' 37 53 -1/6 72' (6) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 49.6 49.6 53.5 53.8 55.8 53.6 70.0 70.0 70.0 70.0 65.5 65.5 I J 3 O n U N d g g ' o G H N S 0 ' - - -- - -- • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. ."...a 24' 28' 32' 36 40' 44' 48' 52' 52' (4) 70.0 70.0 70.0 70.0 70D 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 i I ' I 70.0 70.0 70.0 70.0 70.0 ! 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 59.6 59.6 24 28' 32' 35• 40 44' 46' 52' 60' ( 70.0 70.0 70.0 70.0 70.0 , 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 i. 70.0 70.0 70.0 70.0 70.0 70.0 WINDOW WIDTH 70.0 70.0 70.0 70.0 70.0 70.0 69.8 59.6 70.0 '70.0 70.0 70.0 (FIANCE DIMS) • • • • • • , 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 63.5 63.9 69.0 69.0 55.1 66.1 59.3 56.5 53.1 63.1 60.5 60.8 Wien 72' (6) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 Engn 05. NUMAYDUN YAR000 M PEI 163 57 FEB 1 3 2002 APPROVED AS COMPLYING WITH THE SOUTH �� • D i. Ail. a 4 70.0 70.0 70.0 70.0 70.0 70.0 63.5 63.5 68.6 66.e 70.0 70.0 57.4 57.4 61.9 61.9 63.0 65.0 5.3.1 53.1 57.3 57.3 59.6 59.6 maw/ 15' PRO. •NTROLOVISION d o drawing no. BOIL• .. CODE COMPUANCEO E WQ� -8� ACCEPTANCE 0(2¢ C. 49.2 49.2 53.1 53.1 55.1 55.1 •• • • • NO. IN PARENTHESIS INDICATE NO, OF ANCHORS PER JAMB. •• •• • •••• NOO2 sheet of 6 • ••• • ••• •• • ••• •• ••• • • • • • •• • ••• • • • •• • • • • • •••• • •• • • • • •••• • • • • • • • • •. • • •• • • • • • • •• • TYPICAL ANCHORS SR ELEV. roR SPICING ILLUSTRATNE DTtS. ONLY EXT. on S(T. FINISHES , NOT Wr KINCO. • ' • i ':••••A' . CAL AN84oRS SEE LILY. F SPACNG • • •• • • • •••• •••• • • • •• 1 B OR 2SY W000 SUCK • •••P. i •• • ••• • • • •••• • • • • • • MET& STRUCTURES (STEEL OR ALUM. I /S' MIN. TMCK) STEEL : Fy - 76 KSI MIN. &UMINVN : SOW —TS MIN. T1PI AL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE V.X. V FOR SPACING EXTERIOR D.L 0P0. WINDOW M FLANGE FRAME WINDOW APPROVED AS COMPLYING WITH THE SOUTH FLCRILM DA SY ()rowing no. W01 —81 shoot Sot 6 TYPICAL ANCHORS; SEE E%ZV. FOR sPAnNa 112 SMS INTO 2BY W000 BUCKS OR W000 STRUCTURE 1 -1/2' MIN. PENETRATION INTO WOOD 3/15' TAPC(1N5 INTO 2BY «000 BUCKS OR WOOD STRUCTURE 1 -3/8' MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 3/1 6' T£KC OR SELF D ILIA. SCREWS INTO METAL STRUCTURES (1 /a' MIN. THICKNESS) (1/4• MAX. SHIM SPACE) 110 SMS RR Cftr RRIWNG SCRFW$ INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) fl EEPHOLES; W1 - 1' X 1/4' WEEP HOLE WITH PLASTIC BA 1.E AT 5' FROM EACH END AND AT MID SPAN 1SY OR 25Y W000 SUCK DAOE COUNTY R VENT WIOTN 0.L. 010. WOOD BUCKS NOT By KINCO. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. fa x .1/4• sus (2) PER DUDE FEB 1 3 2002 TYPIC& ANCHORS SEE CLEV. FOR SPACING I/4 SHIM PR.. ' OL0MS10N SUILOI 0 CODE COMPLIANCE OF ACCEPTANCE NOV ' C 1 ZR• 0ta • • • :• • • ••• • • • • • C• • RLUSTRITNE DTtS. ONLY cfT. OR INT. FINISHES NOT BY MNCO g 0 • • • �6MSMS CD It (2) PER GUIDE C1 • • • S I P •••• ate: • Ir • ▪ • • • • • •• • • • • • •• • •• • • • •••• • •• • • • •••• • • • • CD OAP VENT WIDTH , 04.. OPG. EXTERIOR D.L. OPG. BUCK MOTH BUCK MDTN BUCK MOTH / / / / /// Wor BY P cnP 1 4 TYPICAL *acmes SCE ELEV. rca SPACING • • •• ••• TYPICAL ANCHORS • dIEIELEV. rdt SPACING • •••• • d TYPICAI. ANCHORS; SEE ELty. root SPACING 110 SM$ INTO W000 STRUCTURES 1 -1/4' MIN. PENETRATION INTO WOOD j10 SMS OR VIP nail uric scRFW$ INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) NEEPHOLESI W1 - 1' )( 1/4' WEEP HOLE WITH PLASTIC BAFFLE AT 5' FROM EACH END AND AT MID SPAN TYPICAL MOOTS SEE ELEV. FIX SPACING 1/4' MAX WE COUNTY APPROVED S YVJCN. FOR ANCHORS PACING ►KWON W000 STRUCTURE NOT BY KINCO, MUST SUSTAIN LOA05 MPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. /a X 3/4 SMS (2) PER GUIDE Ensr. DR. N.J YOUN TARO= STRUCTURES VIA PE/ 163.17 FEB 1 3 2002 1/4' W. FIN FRAME WINDOW APPROVED AS COMPLYING ITTH THE SOUTH ` A'SA 1 pIVISpN Crowing no. BURG CODE COMPLIANCE CF: W O 1 —81 ACCEPTANCE NOQZ'Cl LR•OCo (sM 4of 6 ) o' V • •.. • • • • • • •• ••• •• • •• .673 1 .613 .062 .120 -11 -1.563 (1� FRAME HEAD (FLANGE) - r 1.063 r -1.375-1 2.991 L 4-- 2.OD0 --J .4213 Q FRAME JAMB (FLANGE) 1.563 (2) FRAME SILL (FLANGE) .145 .153 --I TPE (RIGID) .070 L POLYPROPYLENE (FLEXIBLE) 12 CLASS SPACER SCALE +:1 • . • • • •• •• 142 •• • • LATaI • • ••• • WAD .120-41.-1563 1A FRAME HEAD (F1N) FRAME JAMB (FIN) .012 L .373 1.125 1.370 2.691 FRAME SILL (FIN) 2.668 1.187 n VENT SIDE RAIL (5) FIXED MEETING RAIL VENT TOP RAIL (y) VENT BOTTOM RAIL .609 093 .410 SASH STOP • • • • A A• •. 0 • 6LA2IN0 BEAD -7/42' GLASS GLAZING BEAD -3/8' GLASS FT6X NO. PART NO. IA 2 2.4 3 3A 4 5 a 7 e 54 9 10 12 13 14 13 16 17 16 19 20 KCO -2041 KC0 -2051 K00 -2042 KCO -2052 KC0■2043 600 -2653 KC0 -2045 KC0 -2046 KC0 -2047 KCO -2044 RP -600 RP -601 K00 -242 YTT -2009 1223151NC W23171NG L -049 13129 K00- 2056 -A QUANTITY 2 2 1 2 4/ U E 4/ LITE AS REOD. AS 8000. AS 8(00. AS READ. AS REOD. 2 2/ VENT U -4333 13130/13031 AS RE00. 2 2 2 DESCRIPTION FRAME MEAD (FIANCE) FRAIIE HEAD (F1N) FRAME SILL (FUNGE) FRAME SILL (FIN) FRAME 44448 (FIANCE) FRAME .UMe (F1N) VENT TOP RAIL VENT BOTTOM RAIL j VENT 510E RAIL FIXED MEETTNG RAIL GIA21140 BEAD- 7/8';08.435 GLAZING eCAO -3/6' ICIA.SS SASH STOP FRAME ASSEMBLY SCREW VENT ASSEMBLY SCREW CLASS SPACER FIN SEAL WEATHERSTRIPPING FIN SEAL WEATHERSTRIPPING 5 /6' SPIRAL BALANCE SNAP LATCH 3' LONG w/ SPRING BVLD WEATHERSTRIPPING VENT TOP (WIDE VENT 00TT131.4 GUIDE BALANCE BRACKET MATERIAL 6063 -76 0063 -76 6083 -76 6063 -76 6063 -78 6053 -TS 6063-16 6063 -76 6003 -76 6063 -76 RIC10 PVC RC10 PVC 6083 -76 SEE Oil. NYLON NYL0N NYLON 6053 -76 MANP. /SUPPLILR /RBMARES 16 X 1' PM014 SMS 18 X 1' PNPN 5445 OVAL DUROMETEA ULTRAFAB .1502.157 OR EOUN. ULTRAFAB .1702.187 OR (QUA. CALDWELL VLTRLJFT /SPIREX 9' FROM EACH END (HUGHES SUPPLY) 0 -1014 .3002.190 ASHLAND PRODUCTS ASHLAND PRODUCTS Env. 00. 408447044. 914000 STRUCTGRES FM PE 6 46357 FEB 1 3 2002 APPROVED AS COV.PLYINO MATH THE SOUTH FLORIDA BUILD ay DA ;ti PR T NTROLONISION BUILDING 000E COMPLIANCE OFFICE ACCEPTANCE N O02' 1112SS•0 is S � r drowin9 no wo1 -81 (ghee $ 6 ) • • • •• • • • •••• • •• •••V••• •••• • • Ni• •-• • • •• • • • • • • • • • .. • • • •••• • • • • • • • • • .. • • • • • ... • • • • • • • • • •• • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • •• • ••• • Y•• • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kinco, LTD. 5245 Old Kings Road Jacksonville, Fl 32254 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "MPFX" Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. W03 -112, titled " MPFX Aluminum Fixed Window (L.M.I.). ", sheets 1 through 6 of 6, dated 12/12103, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 Sled 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 E -1 and E -2, as well as approval document m .• entioned ••• • • • • • •• • • • • •• ••• •• above. The submitted documentation was reviewed by Theodore Berman, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 - MIAMI, FLORIDA 331304563 - (305) 375 -2901 FAX (305) 375 -2908 NOA No 04- 0315.01 Expiration Date? JuueA3, 2409. • • ; . • • Approval Dale:44143, 2014 . • • • • • • • • Patti • • • • ••• • •• . • • • • • • • • • •• • ••• • • • • • • . . • • ••• • • • • • • • . .• • • • • • • • •.;. • • • •• •• • ••• • • • • • • • • • • • • Kinco. LTD. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -112, titled " MPFX Aluminum Fixed Window (L.M.I.). ", sheets 1 through 6 of 6, dated 12/12/03, prepared by AI- 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 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA- 1154 -W dated August 18 thru November 13, 2003, signed and sealed by Ramesh Patel, 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 a aluminum fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA- 1154W -2 dated August 18 thru November 13, 2003, signed and sealed by Ramesh Patel, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA- 1154 -W -1 dated August 18 thru November 13, 2003, signed and sealed by Ramesh Patel, P.E. E -1 Theodora alma, Pag • . • Deputy Director, Product Control Division NOA No 04 -0315.01 Expiration Dad:. Au% 03, 2 40 1) 2 • Approval Dot awe 04, 2'094 • • • . • • • • ••• • ••• • ••• • • •, • ••• •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • „; • •• • • • • • • • ••• • • Kinco, LTD. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA- 1154 -W -3 dated September 2, 2003, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by Al- Farooq Corporation, dated 03/06/04, signed and sealed by Humayoun Farooq, P.E D. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Sentry Glass ® Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No.03- 0421.01 issued to "Solutia Inc." for "Saflex HP Interlayer for Laminated Glass" dated 05/22/03 and expiring on 04/14/08. 3. Notice of Acceptance No. 03- 0514.15 issued to "Oldcastle Glass Inc." for "Storm Glass" dated 12/11/03 and expiring on 12/11/08. F. STATEMENTS 1. Statement letter of no financial interest, dated December 29, 2003, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of conformance, dated December 29,2003, signed and sealed by Humayoun Farooq, P.E. G. OTHERS 1. Letter from consultant stating that the product is in compliance with the Florida Building Coda (FBC). E -2 • • • • • • • • . . . . Theodore Frerplgt, . • Deputy Director, Product Control Division NOA No 04- 0315.01 Expiration Date; Jpiit 03, 7,002 • • Approval D'd% Jtan 04, 2004 • • • • • • • • .•. • . ••• • ••• • • • • • • • • • • • • • • • • • • • • . • • • • • • •..• • • • • .• • • • • • • • • • • • • • • •• • • • , . . . • •• • .. • •. •• • • • • •. •. ••• • • • ..• • • [____ .e/t imam mme II :i __4__- i 1 1 1 1 I I 1 i JL I i i y t II n 11 II It 11 11 II F II II II II II 1f N C 11 11 II ' = ._ - - _ I I .� ,. a �l I = • • • •• • • • • • SERIES MPFX ALUMINUM FIXED WINDOW (L.M.I.) DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. YANDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. APPROVAL APPUES TO FIXED WINDOWS OF FLANGE OR FlN FRAMES. ALSO SIDE BY SIDE COMBINATIONS OF FIXED/F1XED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS. THIS PRODUCT 15 DESIGNED TO COMPLY WITH THE MOH YELOCRY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 10 THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETNLS. 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: • • • W. WIDTH • • • • • • • • •• • • • • • •••• • • • • • • • ALLOWABLE LOADS FOIr ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR NRIF1ED BY Ir5SRi9 NG PICTURE WINDOW SHAPE WITHIN SQUARE OR REC BROWN IN I)TTED UNiS AND OBTAINING ALLOWABLE LOADS FROM 71405E • •••• • • • • WINDOW WIDTH W. WIDTH a II -__ ter 12' MAX H FAD/A9{ 33 /e' 1 0.L GPO. 3e' BUCK WIDTH FTANGF FRAMF A rymy nPb�•It• A• d. B kg" VOA" 41"5/P-74414, r FALSE HUNTINS SURFACE APPLIED CPTIEHAL TYPICAL ELEVATIONS TESTED u•rTS 6' MAX. FROM ENDS Ergr: rla M:M YOUN FAR000 STUMM CA FE 16357 CAr1 APR 2 1 2004 D.L OPG. 36' BUCK WIDTH MI—Ma 0I 5 if o o' o ado lin drawing no. W03 -1 12 • • 7 . • •• ••••• . .. •. • • • • 1 /e ANN. OR TEMP. CLASS 3/8' MR SPACE 1/8' ANN. CLASS GLASS GROUP 'A' • •• • • • ••• • 1/8' ANN. CLASS 1/8' ANN. GLASS 1/5' ANN. CUSS .. TWO PART SILICONE PECORA 995' OR III ON SIE PART SI ON E OR ONRT SILICON PECORA 898 • .. • • • •••• • • • • •••• • • • • • • •• •• •• •• • • • • •• • •••• • • • • • la An. w -- • • • •• • • • • • •••• • •• • • • • •••• • • • • INTERLAYER .090' DUPOM SENTRYCLAS PLUS OR .100' SOLUTIA HP 100 OR .075 SOLUTN STORM GLASS TWO PART SILICONE PECORA 885' OR SMA SIKAFL EX 552 OR ONE PART SIUCONE PECORA 895 INTERLAYER .090' DUPONT SENTRYGLAS PLUS OR .100' SOLUTLL HP 100 OR .075 SOUITIA STORM GLASS tg 3 1/8' ANN. OR TEMP. GLASS 3/8' MR SPACE 1/8' NEAT 41REMD. CLASS GLASS GROUP 'B' INTERLAYER .090' DUPONT 5ENTRYOLAS PLUS OR .100' SOLUTN HP 100 OR .075 SOLUTIA STORM GLASS 1/8' NEAT STREN'D. MASS TWO PART S1000NE PECORA 985' OR SIKA SIXAFLEX 552 OR ONE PMT SILICONE PECORA 895 1/8' HEAT STREN'D. CLASS INTERLAYER .090' DUPONT SENTRYCLAS PLUS OR .100' SOWTIA HP 100 OR .075 SOI.UTIA STORM CLASS 1/8' HEAT STREN'D. MASS TWO PMT SILICONE ' PECORA 985' OR SIKA SIMPLEX 552 OR ONE PART SIUCONE PECORA 095 3/10' ANN. OR TEMP. CLASS 3/8' AIR SPACE 3/16' ANN. CLASS A l% 11Y0 P ART 5 2 PECORA 985' OR SIKA A SIKAFLEX E1c 552 INTERLAYER .090' DUPONT SENTRYCLAS PLUS OR .075 SOWTIA STORM GLASS 3/18' MN. GLASS 3/16' ANN. CLASS INTERLAYER .090' DUPONT SENTRYOLAS PLUS OR .075 SOLUTIA STORM CLASS 3/18' ANN. CLASS Ail TWO PART SILICONE & iR PECORA 985' OR 1 II SIKH MARDI 9 955 552 pa il. '.. GLASS GROUP 'C' MroM'sd P cbf * am Dow d ,41 i � 1IL' NOAH br,ff NO/ IMlsul '" Env DR NUNAWY.31 r99900 CLA. I,T. t 18557 APR 21 2004 3/18' ANN. OR TEMP. CLASS 3/9' AIR SPACE 3/18' HEAT STREW!). CLASS GLASS ROUP 'D' INTERLAYER .090' DUPONT SENTRYCLAS PLUS OR .075' SOWTN STORMGLASS 3/18' MEAT STREN'D. GLASS TWO PART SIUCONE PECORA 955' OR SIKH SMARM( 552 3/18' HEAT STREN'D. CLASS INTERLAYER .090' DUPONT SENTRYCLAS PLUS OR .075' SOLUTN STORLIOIASS 3/18' HEAT STREN'D. CLASS TWO PART SIMONE 'PECORA 985' OR SIKA SIXAPLE% 552 n drawing no. I W03 -1 121 (sheet 2 01 6 DESIGN LOAD CAPACITY - PS? BUCK DIMS. ANCHORS TYPE 'A' ._ANCHORS TYPE '9 GLASS GROUP 'A' GLASS GROUP '9' 01AS3 GROUP C' GLASS GROUP '6' CUSS GROUP 'D' YAM LENGTH EXT.( +) INT.( -) EXT.( +) INT.(-) EXT.(+) INT.( -) INT.( -) :(--) "QXL( +) INT.(-) 1 '4 n g r Y S 70.0 88.7 68.7 70.0 85.0 70.0 82.5 70.0 65.0 70.0 85.0 56.2 58.2 70.0 66.0 ' 70.0 71.8 70.0 85.0 70.0 85.0 52.4 52.4 70.0 85.0 65.6 65.6 70.0 55.0 70.0 85.0 50.8 50.8 70.0 85.0 57.1 37.1 70.0 85.0 70.0 55.0 47.9 47.9 70.0 85.0 50.0 50.0 70.0 85.0 70.0 95.0 - - - - 50.0 50.0 70.0 85.0 70.0 85.0 - - - - 50.0 50.0 70.0 80.0 70.0 85.0 24' 30' 36' 42' 48' 'S4' ^- I 1 i 02 62.5 62.5 70.0 85.0 70.0 82.5 70.0 85.0 70.0 85.0 47.7 47.7 70.0 85.0 86.0 68.0 70.0 85.0 70.0 85.0 40.0 40.0 86.7 79.9 55.0 58.6 70.0 85.0 70.0 85.0 - - - - 54.1 64.1 70.0 84.4 70.0 65.0 - - - - 50.0 50.0 70.0_.s,60.0 67.7 70.0 65.0 82.2 18 -1 /8' 25 -1/2' 38' 52 -1/5' 02' 70.0 44.4 44.4 (2.2 - 75.0 ) 62.2 75.0 0 - - - - 40.0 40.0 se.o e8.o 56.0 e6.0 24' 30' 36' 42' 48' 54' 80' 72' 60.0 60.0 70.0 85.0 70.0 52.5 70.0 85.0 70.0 85.0 40.5 40.5 70.0 61.0 60.0 66.0 70.0 55.0 70.0 55.0 - - - - 55.0 55.0 70.0 85.0 70.0 83.0 - - - - 49.6 49.6 70.0 77.4 70.0 85.0 - - - - 46.2 46.2 70.0 72.0 70.0 85.0 - - - - 43.8 43.8 62.2 68.3 62.2 75.6 - - - - 40.0 40.0 56.0 85.8 56.0 68.0 24' 30' 38' 42' 48' 54' 60' 64' 56.3 58.3 70.0 65.0 70.0 62.5 70.0 65.0 70.0 65.0 - - - - 66.0 66.0 70.0 85.0 70.0 85.0 - - - - 55.0 55.0 70.0 81.5 70.0 85.0 - - - - 47.1 47.1 70.0 73.1 70.0 85.0 - - - - 43.1 43.1 67.2 87.2 70.0 85.0 - - - - 38.7 35.7 62.2 62.9 02.2 75.0 - - - - 33.0 33.0 42.0 51.0 42.0 51.0 24' 30' 36' 42' 46' 54' 95 ' 57.0 57.0 70.0 85.0 70.0 82.5 70.0 85.0 70.0 85.0 - - - - 86.0 86.0 70.0 85.0 70.0 85.0 - - - - 55.0 55.0 70.0 78.8 70.0 65.0 - - - - 45.1 45.1 70.0 70.2 70.0 65,0 - - - - 37.2 37.2 64.0 84.0 70.0 74.4 - - - - 33.0 33.0 46.7 56.7 48.7 55.7 24' 30' 38' 42 ' 48' 108' - - - - 70.0 81.2 70.0 85.0 70.0 65.0 - - - - 68.0 86.0 70.0 85.0 70.0 85.0 - - - - 55.0 55.0 70.0 76.8 70.0 85.0 _ - - - 41.6 41.8 66.1 68.1 70.0 63.2 - - - - 33.2 33.2 52.5 61.7 52.6 63.e 24' 30' • 30' • 42' • - - - - 70.0 80.2 70.0 85.0 70.0 85.0 - - - - 86.0 86.0 - 70.0 85.0 70.0 85.0 3� - - - - 55.0 55.0 70.0 75.3 70.0 55.0 _ • _• • - - 39.5 39.5 00.0 68.5 60.0 72.9 • 30' 36' 70.0 79.4 70.0 65.0 70.0 85.0 - - - - 65.2 65.2 70.0 85.0 70.0 65.0 1 411K • - 41 _ • I' • L• • • • - • - - - 53.2 67.8 53.2 67.6 70.0 70.0 74.1 85.0 70.0 70.0 65.0 85.0 24' 30' • • 38' • - •411" • a - - 84.5 64.5 70.0 85.0 70.0 es.o _ • -• - - 50.8 50.5 70.0 73.1 70.0 135.0 DESIGN WAD CAPACITY - PS? BUCK DIMS. AMMO/LS TYPE 'A' INCRORS TYPE '8 CUSS CROUP 'A' GLASS CROUP 'B' GLASS CROUP 'C' CLASS GROUP '5' CLASS CROUP '17' WIDTH LENGTH EXT.( +) INT.(-) EXT.( +) INT.( -) D T.( +) INT.(-) EM.( +) INT.( -) EXT.( +) INT.( -) 19 -1/8' 25 -1/2', 36' 52 -1/8' a 70.0 85.0 70.0 85.0 70.0 85.0 70.0 05.0 70.0 63.0 70.0 65.0 70.0 85.0 70.0 85.0 70.0 65.0 70.0 65.0 70.0 73.5 70.0 55.0 70.0 65.0 70.0 55.0 70.0 85.0 83.1 53.1 70.0 85.0 70.0 79.2 70.0 05.0 70.0 55.0 le - 1/8' 25- 1/2' 36' 52 -1/5' -3/8' 70.0 05.0 70.0 53.0 70.0 65.0 70.0 55.0 70.0 85.0 70.0 71.4 70.0 85.0 70.0 85.0 70.0 85.0 70.0 55.0 64.3 64.3 70.0 65.0 66.7 66.7 70.0 85.0 70.0 85.0 48.3 46.3 70.0 65.0 61.6 81.6 70.0 85.0 70.0 85.0 18 -1/8' 25 -1/2' 36' 52 -1 /5' 49 -5 /8' 70.0 81.0 70.0 55.0 70.0 85.0 70.0 85.0 70.0 85.0 53.3 63.3 70.0 85.0 70.0 77.9 70.0 85.0 70.0 85.0 50.5 50.5 70.0 85.0 64.4 64.4 70.0 85.0 70.0 85.0 - - - - 48.4 48.4 67.7 82.2 67.7 82.2 18 -1 /8' 25 -1/2' 38' 52 -1/5' 02' 70.0 77.5 70.0 55.0 70.0 85.0 70.0 65.0 70.0 83.0 59.2 59.2 70.0 85.0 70.0 77.0 70.0 85.0 70.0 85.0 39.3 35.3 65.8 ' 76.8 57.8 57.5 70.0 65.0 70.0 85.0 - - - - 46.0 48.0 64.5 78.3 64.5 75.3 15 -1/5' 25 -1/2' 36' 52 -1/8' 71' 70.0 75.9 70.0 65.0 70.0 05.0 70.0 65.0 70.0 85.0 56.4 55.4 710 85.0 70.0 77.6 70.0 85.0 70.0 55.0 - - - - 55.0 55.0 70.0 55.0 70.0 55.0 - - - - 44.8 44.8 64.5 70.3 84.5 78.3 18 -1/5' 25 -1/2 36' 52 - 1/5' 77 , 70.0 75.0 70.0 85.0 70.0 85.0 70.0 65.0 70.0 85.0 54.7 54.7 70.0 85.0 70.0 77.8 70.0 55.0 70.0 85.0 - - - - 55.0 55.0 70.0 65.0 70.0 85.0 - - - - 42.3 42.8 84.5 72.9 64.5 78.3 • 3 • 4 •• • • • •• • • • • •••• • - • • •• • • • • • •••• • •• • •••• • • • { ti• Li MMD WIDTH ANO LEN01H DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE ' Approved as coop¢h6w68 ON B1 JL }!'rk1F1fA Dm NOAH Maud Dada act P" .Mai BUCK DIMS FLANGE FRAME WINDOW FIN FRAME WINDOW [nor. DR. NU4.510U4 FAR003 STRUCTURES N6 ' 16557 APR 2 1 2004 .1 (sheet 3 of 6 ) 1 �I IN drawing no. W03 -1 12 •• • s • • •••• • • • • •• • 1 METAL STRUCTURES (STEEL OR ALUM. 1/8' MN. THICK) STEEL : Fy - 36 KS MIN. ALUMINUM : 6083 - MIN. TYPICAL ANCHORS SEE ELMS. FOR SPACNO TYPICAL ANCHORS; SEE FLEW. FOR SPACING TYPE 'A' ,T /Ie' TAPCON$ INTO 28Y W000 BUCKS OR WOOD STRUCTURE 1 -3/8' MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'B' 1L4' TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8' MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'A' OR 'B' 112 TFKS OR SELF DRIIiINC__SCRFWS INTO METAL STRUCTURES (1/8' MIN. THICKNESS) (1/4' MAX. SHIM SPACE) TYPE 'A' OR 'B' 112 SMS OR SELF DRIwNG SCREWS INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) TEN OR ZEN _ WOOD BUCK 1 CCS=: 0 � J ■ l� DADE COUNTY APPRD MULUON SEE SEPARATE NOA BUCK WIDTH EXTERIOR D.L OPG. WINDOW WIDTH WOOD BUCKS NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. E, DR. P.IVATSVN•FAR000 STRUCTURES n.A CAN PE •1S557 APR 2 200 Apprwd ss soepl•Lq MTh qe Flo rida B. .-� Date . L NOM/ AP ELT&1FISA1 M6aml DadsP •aA �'�� TYPICAL AtKNORS SEE ELEV. FOR SPACING 1/4' SHIM MAz • •v FLANGE FRAME WINDOW drawing no. W03 -112 (sheet 4 of 6 • • •• • • • •••• •••• • • • • •• • • • • • • • • • • • , IIIsI111 Eno, M. MU D 1 = FwOOO R A. 333a T • I FTN FRAME WINDOW z 0 drawing no. W03 -112 • ILLUSTRATIVE 011.5. ONLY EM. OR INT. FINISHES NOT BY NUN • • • 0 F •••• • • •• • •• •• • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • •• • • • • TYPICAL ANOCRS SEE Div. FOR SPACING 1 ••• • TYPICAL ANCHORS • vE ELEV. FOR SPACING _ _ - a TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE 'A' OR 'B' 010 SMS INTO WOOD STRUCTURES 1 - /L' MIN. PENETRATION INTO WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. OAP 412 SMS OR CP F DRR I INO SF RFW$ INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) MDE APPR,D MULLION SEE SEPARATE NOA BUCK WIDTH EXTERIOR 0.L. OPG. TYPICAL ORS SEE EL.EV SPACING WOOD STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. APR 2 1 2004 APP•red • cM �T1et oIcs IN F uAd Drs NOA# Miami Date ""..- •..... By A ILvA ip7PZAF 0 (sheet 5 of 6 ) • • • • • • • • • • • .563 • • • • • • • • • •••• • •••• • • FLANGE FRAME KCO -2057 --L321 .MO — .903 • L.l[J1Jl�t.. • •• • • • • • •••• • • •••• •• •• • • • • • •• • • • • .079 2.691 FIN FRAME CO-0058 .•75 .062 a1. GLAZING STOP C- 302229 • •• • • • • • • • • • • •• •• • • •••• • • • • •••• • • •• • • • • • 1.437 1.438 1A 3 4 PART KCO -2067 •CO - 2066 C- 306229 QUANTITY 4 A A 2/ CORNER AS RECD. DESCRIPTION WINDOW FRAME C WINDOW MANE GLAZING BEAD FM40 A55E4OLY SCAMS GLAZING BEAD SCREWS MATERIAL 6663 -TS 6063 -15 6063 -15 MANP. /3UPPLI!B/REMARK3 fax 1' S46 /0 6 I -1/2' 346 FRAME CORNERS SEALED WRH NARROW JOINT SEAM SEALER. !RAW . ORNFR CONSTRUCTION A pP rer sd Y tanP C'M6E wild dr F1nr1d• llWk r i MiF 07 Enp: DN. KUM•YOUN FAR000 FLA. PE 6 165e7 CAM. 3536 APR 2 1 2004 gl N P Y ` 1 g 8 0 O 8'52240 drawing no. W03 -11 (sheet 6 of 6 ) • •• • • • • • ••• •• • • • • • • • • • •• • • • •• ••• •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • •• • ••• • ••• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • •••