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WS-07-1465FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address e iG City ()lido ); h -e s State �f $ Value of Work For this Permit Miami Shores Village exte(aS Building Department State BUILDING ! ! JUL 2 `; 407 Permit No. PERMIT APPLICATIONS Y M aster Permit No. Electrical Plumbing Mechanical Roofing VW ��� Y S Phone # ( a)cm a/8 .28 Tenant/Lessee Name Phone # Job Address (where the work is being done) $S I\,E Rio ✓� . City Miami Shores Village County Miami -Dade Zip 33i 3a Is Building Historically Designated YES NO Contractor's Company Name 17 30 -° - Phone # Contractor's Address K/ ®3 lid.) EEta Ave City (mown s State �I . Zip 3 Qualifier °'ts hilo -s Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City ' Number of: Bays Stories Families Bedrooms Baths Type of Work: ['Addition ['Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Zip Square Footage Of Work: r ** * * **4* ***** * ** ** ** ** * *** F ees ** ** ** * *, ***** * * * * * *** ***** ** 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Zip County Escrow Fee $ ` Permit Fee $ Notary $ - Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, 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 Signature Owner or Agent Con The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this e 7 day of - . 20 by day of 200 by if 1 Ytf�. ✓L °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. NOTARY PUBLIC: NOTARY PUBLIC- APPLICATION APPROVED BY: chc7l/ /03 19 2008 Sign: S',� . �..t.Cl� 7:71.!...,:l....:.,c; .. Print: r : Print: y 1 scion #DD363970 My Commission Expires: , , xr My COmmisSlOn Expire es, OC WYrW AARONNoTARY.com ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************* 44******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * ** * * * * * * * * * * * * *** Plans Examiner Engineer Zoning * BUILDING PERMIT APPLICATION BY :. FBC 2001 Permit Type (circle) Building City Miami Shores Village $ Value of Work For this Permit O Miami Shores Village leFl- mss Building Department MOMEVIET Electrical Plumbing Mechanical Job Address (where the work is being done) Q S C l et 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. AS /465 Master Permit No. Roofing - Owner's Name (Fee Simple T i t l e h o l d e r ) t 5 l l„ ( ' t ` ) 4 Q, \ ICI SS Phone # C �Ci ; ') a`1 - t-FQ �f Owner's Address 4 to at 6 3 City nr cAyyk, S\- cxeS State \o (A O. Zip 3 3 135 Tenant/Lessee Name Phone # County Miami -Dade Zip 33 \ 3 5S Is Building Historically Designated YES NO Contractor's Company Name Prey A=d e c.s, C\ C\c-, . &c Phone # — o f q 9 Contractor's Address 1C110 '7) 0 n e C i t y Lc C S t a t e 1 Zip 3 k L Qualifier 12 cpk C 4 7,Z® i term IV® 9S1350= Architect/Engineer's Name (if applicable) 'tZZ.x 'tzx0 sib - Phone # Architect/Engineer's Address .21 w • 7( 1 - ) City .ect.h State . Zip 33 ®I 000 Square Footage Of Work: aka 57 . c t. Number of: Bays Stories Families Bedrooms Baths Type of Work: ['Addition ['Alteration ❑New Repair/Replace ❑ Demolition Describe Work: j� ace, en W it oA.Dt L.)5 J c'koer eS Q r ; C S *************************** F , * * *,�,�***** * * *** * * **** County Escrow Fee $ W Permit Fee $ (L� O Notary $ Education/Training Fee $ t'O0 Tech $ 10'00 Scanning $ 15a) - Radon $ Code Enforcement $ Bond $ Struct. $ T � P 7 f'7 TJ Minus Plans Check Fee $ Total Fee Now Due $ (7O °C O — Cl( 0 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mori c er's Name ifapplicable) Mo s .. r'1 dr ll H City State w `° *' 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 ' such. •'•sted no ce, t inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this s t day of s O Q 2001, by \ r VASS ' who is personally known to me or who has produced NOTARY 6�1Ir" . ,�rpRY�PGB Mayra M. Bacallao Sign: /40' �/ ° •Gnstnmmiccinn i1ann6 970 Print '"�, �. Expires, OOE 19, 2008 ' ,„„„;•,? WWW.AARONNOTARY.com My Commission Expires: Contra The foregoing instrument was a day of w , 20 ®_ 1, by 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. APPLICATION APPROVED BY: chc717iO3 • .111. ,1:.. ;._. NOTARY PUBLIC: Sign: ged before me this o`��per pa �'�, Mayra M. Bacallao Commission #DD363970 Print Avvi Aoezt � My Commission Expires: *** *** * **** *** ** ter ** ** * ***** ***** *** **** ** * **** * *** ** *, ******** ************** * * ** ** ***** **** * **** ** * * *** * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. WWW.AARONNOTARY.com Plans Examiner Engineer Zoning Date Friday, July 27, 2007 07/27/2007 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -7 -07 -1465 Invoice Number: WS -7 -07 -29145 Applicant: ELSPETH HOTCHKISS Company Name: Owner Address: 284 96 Street NE MIAMI, FL 33138- Job Address: 284 96 Street NE Miami Shores Village, FL Payment Type Check Number 7203 Amount $670.00 Change $0.00 Total Payment: $670.00 Page 1 of 1 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. A S I ' I k 5 TAX FOLIO NO. \ \ - .5 - E01 3z�p STATE OF FLORIDA COUNTY OF DADE NOTICE OF COMMENCEMENT 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 apd street address: al t A rY) i S hc) (r-cc s e o . YY') j • D 2 ? ) o - " 4 o L o - 1 3 ' . 1 1 L 3 Btf 9 L� SR Descrip of improvement: 11 \ 0 0e t ' Ten-' c) e LA Y\ \ nCiP L9 3. Owner (s) name and address: 4( 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 any) Name and address: Amount of bond: $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon w (1) (a) 7., Florida Statutes: Name and address: 8.In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (b) 7., 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 date is specified: Signature of Owner Print Owner's Name !Sp C. 'N 14 3'i -i Sworn to and subscribed Notary Public .e Print Notary's Name ki iQA.4 (A. CXIJ V40 M Expires: • "'Y p Mayra M. Bacallao y Commission : o'�� . / ' 1 E Commission SDD363970 r4e o� ,�;�y �,�. $ Expires: OCC 19, 2008 ��e R ie` WWW.AARONN OTARY.tom e yof , 20 • r r1,1R .BY c:t -rr r'a • 1111111 11111 11111 11111 11111 1111111111 10111 F 14 21 7R.05066 7 a OR Bk 25633 Ps 1109 z 1Pn 1 RECORDED O5S1S/70O7 i5 ;26o5 HARVEY R:IVINf CLERK OF COURT MIAMI-DADE r O1JHTYr FLORIDA LAST PAGE ©,,► RI JUL 2 6 2007 By: erred as provided by Section 713. PrTred by: p 1 <`,O(3se- S 1 t u4 C Y Address: t (4 (,3 (L) _3 e60 rt Ct A Ylexi eA Y'. t L 4cC s t 3 .. 1 L Farm Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $30.00 $10.00 $600.00 $15.00 $15.00 $670.00 Building Department Copy Expiration: 01/12/2008 Parcel Number 284 NE 96 Street Miami Shores Village, FL 1132060133860 Block: Lot: ELSPETH HOTCHKISS Contractor(s) Phone PRESTIGE WINDOW & DOOR INSTALI 305 - 820 - 5999 CeII Phone Authorized Signature: Owner / Applicant / Contractor / Agent Phone Type of Work: WINDOWS/DOORS No of Openings: 50 Additional Info: IMPACT Classification: Residential Applicant Valuation: Total Sq Feet: Available Inspections : July 16, 2007 Date Cell $ 50,000.00 0 Inspection Type: Final Shutters Final Window Door Attachment Shutter Attachment 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. Monday, July 16, 2007 1 BUILDING CODE COMP, N PRODUCT CONTROL DWI M I A M I.DADE • ••• • •• •• • • • • • • • • • • ••• • • • • •• • • • • • • • • • • .. • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • MIA MI DADE COUNTY, FLORIDA • • • • • -DADE FLAGLER BUILDING • • • • • • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • • • • 0 (3Q9)•375 -2901 FAX (305) 375 -2908 • • • • • • NOTICE OF ACCEPTANCE (NOA) Pella Corporation 102 Main Street Pella, IA 50219 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). •• • • • •• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Clad Wood Fixed Casement Window APPROVAL DOCUMENT: Drawing No.1317, titled "Architect Series Aluminum Clad Wood Impact Fixed Casement Window ", sheets 1 through 2 of 2, prepared by W.W. Schaefer Engineering& Consultant, P.A., dated 07/20/04, signed and sealed by Warren W. Schaffer, 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, 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 page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Direct or, BCCO NOA No 04- 0907.05 Expiration Date: November 18, 2009 Approval Date: November 18, 2004 Page 1 \A`‘.-.\‘'k(05 • • ••• • •• • • • • • • • • • • • • • • • • ••• • • • • • • • .•.••• Pella • • Pella C • • ... .. .. •• • .. • • • . • iUB.MEEPTE:: NOTICE OF ACCEPTANCE$1 VIDEN�E A. DRAWINGS 1. Manufacturer's die drawings and seoti'ogs. • • • • • • • 2. Drawing No.1317, titled "Architect Seri %AZurbida& clad Wood Impact Fixed Casement Window", sheets 1 througlinfk Schaefer Engineering& Consultant, P.A., dated 07 /20/04, signed and sealed by Warren W. Schaffer, 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 an aluminum clad wood window, prepared by Stork Materials Technology, Test Report No. STCTC -03- 0303.09, dated 06 /01/04 signed and sealed by John D. Lee, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM -E 1300, and structural analysis, dated 08/31/04, prepared by W.W. Schaefer Engineering& Consultant, P.A., signed and sealed by Warren W. Schaffer, P.E. 2. Revised Calculations and structural analysis, dated 10/13/04, prepared by W.W. Schaefer Engineering & Consultant, P.A., signed and sealed by Warren W. Schaefer, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.04 issued to E.I. DuPont DeNemours for "Dupont Butacite ® PVB ", dated 02/15/01, expiring on 12/12/05. 2. 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. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08/31/04, signed and sealed by Warren W. Schaefer, P.E. 3. Letter from Pella Corporation, dated 08/30/04, designating Warren Schaefer of W.W. Schaefer Engineering & Consulting, as the contact person for this file. G. OTHER 1. Letter from the consultant stating that th Florida Building Code (FBC). • •• • • •• • • • • • • • • • ••• E -1 uct is 'J i tompliance with the A He 1 u o F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 04-0907.05 Expiration Date: November 18, 2009 Approval Date: November 18, 2004 FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE (SUBSTRATE) JAMB TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DI5T. 2X- W000 FRAME OR BUCK N0. 10 SMS SCREW 1 1/4' 3/4 CMU /CONCRETE 11) 3/16 ° CONCRETE SCREW 1 1/4° 2' ( CONCRETE SCREWS SHALL BE ELCO OR ITW RAMSET /RED HEAD TAPCONS, HILT1 KWIK -CON II OR POWERS RAWL 'APPER (HARDENED STEEL OR S.S.). ALLOWABLE DESIGN PRESSURE (SINGLE WINDOW) GLASS MAX WINDOW FRAME ALLOWABLE OPTION AREA (SQ. IN.) PRESSURE (F.H. X F.W. = AREA) ( + / -PSF) 1 4307 (29.9 S.F.) 75 2 2555 (17.74 S.F.) 75 (1) WINDOW FRAME AREA SHOWN MAY NOT BE EXCEEDED FOR EITHER GLASS OPTION. • • •••• • • •• •• • • • : • •• SEE 'COMER 1 CONSTRUCTION' DESCRIPTION ON THIS SHEET TYP. FRAME SCREW WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE ON THIS SHEET FOR SHEAR �CR(!W REQUIREMENTS. D.L.O. = F.W. - 5 3/4' SINGLE WINDOW • AI2 OWABLE SIZE /0614 FRAME DIMENSIONS 1 •LOR / I! N SIDE SHORT SIDE T • • _ 7 3 59 78 55 � � 84 51 ••••� 47 �••og6 44 • • 4108 39 •• 1=0 35 • • • n W es• tn r( ••••• 1 aW • x N V, •••• 3 • d p -, • Z O N wLL O • • 111 6 MAX. GENERAL NOTES CORNER CONSTRUCTION: SEE SIZE WINDOW TABLE ON SHEET 3 FOR MAX. FRAME WIDTH (F.W.) EXTERIOR ELEVATION SINGLE FIXED CASEMENT SCALE: 3/4 ° =1' -0 1. THESE WINDOW snows HAVE BEEN TESTED, ANALYZED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE ALLOWABLE DESIGN LOADS' TA8LE(5). 2. BUCKING. OPENINGS & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO 114E STRUCTURE 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON 714E DRAWINGS. 4. THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED & PROPOSED FOR WATER, AIR, IMPACT. CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH FLORIDA BUILDING CODE PROTOCOLS TAS -201. 202 & 203 FOR LARGE MISSILE IMPACT WINDOWS. 5. THESE 1 84008 SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC) 2001 INCLUDING HIGH VELOCITY HURRICANE ZONES (IMO. B. IMPACT SHUTTERS ARE NOT REQUIRED WITH THESE WINDOWS. 7. ALL ANCHORS SHALL 80 INSTALLED AS SPECIFIED ON THESE DRAWINGS. SPECIFIED EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. WOOD JAMB; MORTISE & TENON AND JDMED WITH (3) I/2 X 2 i/4' 18 GA. STAPLES PER CORNER. JAMB CLAD; MITER CUT AND JOINED WITH CORNER KEY AND (2) N0. 8 5 1/2' SCREWS PER 44000 BASIN: 5458 IS MORTISED CORNER. JOINED WITH (1) 1 I /2° 15 GA. FP1ISVN NAIL PER CORNER AND GLUED WITH A D.MILISEFITNG EMULSION ADHESIVE; OUROLOK BY NATIONAL STARCH & CHEMICAL COMPANY. SASH CLAD: LAPPED AND MITERED AT CORNERS. 12 MAX. O.C. WITH #10 SCREWS TO WOOD; 11" MAX. 0.C. WITH 3/16 CONCRETE SCREWS TO BLOCK OR CONCRETE 6° MAX 6° MAX. ° 9/16 LAMINATED ANNEALED GLASS (SEE OPTIONS BELOW) 1EXTERIOR1 DOW 899 `' /'° ADHESIVE SILICONE / ACRYLIC FOAM TAPE • MIN. BITE 1.1 0 r 7/ 9/16 *ANCHOR NOTE: FRAME MAY BE EITHER DIRECT MOUNTED TO THE OPENING, MOUNTED ONTO A CONTINUOUS WOOD SPACER, OR ANCHORED TO A MIN. 2x4 NO. 3 SOUTHERN PINE WOOD BUCK. WHEN ANCHORED TO A 2X4 BUCK, NO. 10 SHEAR SCREWS SHALL BE USED. WHEN DIRECT MOUNTED OR MOUNTED WITH SPACER, 3/16' CONCRETE SCREWS SHALL BE USED. SEE ANCHOR REQUIREMENTS TABLE" FOR EMBED REQUIREMENTS. SETTING BLOCK AS REQUIRED `HOT MELT GLUE TYPICAL GLAZING DETAIL OPTION 1: 9/16° DUPONT SENTRY GLASS PLUS LAMINATED (1/4' AN /0.09 SGP /1/4" AN) OPTION 2: 9/16 DUPONT BUTACITE PVB LAMINATED (1/4° AN /0.09° PVB /1/4 AN) """6r 65 cPS 11.63. I'Wf1.48 I mn 5 ro 1317 SHEET NO. 1 DF 2 • • t • • • • • • • • • • l • •• MIN. 2X4 BUCK /FRAMING & BUCK ATTACHMENT BY OTHERS f . ':• • (EXTERIOR 6, GLAZING DETAIL • ON SHEET 1 • Q APO • r -- © I _F'► �!:1t�i MIN. M • BUCK /FRAMING & BUCK ATTACHMENT BY OTHERS • 3/16 CONCRETE SCREW (REF. SHEET 1 FOR LOCATIONS & INSTALLATION REQUIREMENTS) 1 EXTERIOR FRAME ANCHOR PER ELEVATIONS 1/4" MAX. SHIM AT EACH ANCHOR SILL ANCHOR SECTION A PER ELEVATIONS SCALE: 1/2 FULL O OPTIONAL DIRECT MOUNT DETAIL, FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS (HEAD SECTION SHOWN; SIDES AND SILL SIMILAR) 1/4" MAX. SHIM AT 1/4" MAX EACH ANCHOR SHIM AT EACH ANCHOR MIN. 2X4 BUCK /FRAMING & BUCK ATTACHMENT BY OTHERS ' FRAME ANCHOR PER ELEVATIONS CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK TO BE MIN. 3 1/2" DEEP. NOT REQUIRED WHEN 1/4 OR LESS SHIM SPACE EXISTS (USE SHIMS AT EACH ANCHOR ONLY). FRAME WIDTH (F.W.) SECTION B SCALE 1/2 FULL SEE GLAZING DETAIL ON SHEET 1 1EXTERIORI ITEM #I PART # ITEM DESCRIPTION MANUFACTURER /NOTES PARTS 1 2 3 4 5 6 10 HARDWARE 12 SEALS AND SEALANTS 15 16 20 21 22 23 35BG 1A5S 30C4 OAJE 45D5 76N0 50B62000 7603 7572 MISC. FASTENERS JAMB SASH SILL STOP GLASS STOP FRAME COVER SASH COVER SASH SPACER FIXED SASH STRIKE (0.060" X 1.688 X 0.35 X 0.9871 PVC WEATHERSTRIP PVC RAJNSTRIP 1 3/8" RING SHANK NAIL #8 X 3/4 PH 1/2" x 5/8 STAPLES 15 GA. X 1 1/4 FINISH NAIL 0.589 3.984 ® 0.698 53 l - - 1.920 —I t f»- 17/32 3OSASH STOP ®GLASS STOP • WOOD • WOOD • WOOD • WOOD 6063 -T6 ALUMINUM 3003 -H14 OR 3105 -H24 ALUMINUM RIGID PVC 304 STAINLESS Sit PELLA PELLA 4 FROM CORNERS & 6 - 8 0.C. 2 PER SASH STRIKE/CLIP 1 PER SPACER 3" FROM CORNERS & 6" MAX. 0.C. • WOOD USED WITH TEST UNITS WAS SELECT WESTERN PINE. ALTERNATE WOOD SPECIES TO BE APPLICABLE WITH THESE WINDOWS IS MIN. SELECT MAHOGANY, PONDEROSA PINE, SOUTHERN PINE, OAK, CHERRY, MAPLE, DOUGLAS FIR & CYPRESS. 1.860 10.783 II ,- - J{ 1.69 7 -- OSASH i 0.062 0.024 1.922 �' 10).330 TO .484 A � wn � 1.062 ©SASH COVER 10 SASH SPACER 0.P* BI: ws PLOT: b 1 1 8 c7 O 2 a o¢aBi B1: 1 a 1317 SHEET NO. 2 OF 2 MMI�FDADE BUILDING CODE CO PRODUCT CONTROL NOTICE OF ACCEPTANCE (NOA Pella Corporation 102 Main Street Pella, IA 50219 SCOPE: • • •.. • •. •• • • • • • • • • • • • • ••• • • • • • ••• • • . ••• • • • ..• • • • •. •• • • • • • • • • • • • • • • ' . • • • • • • • . • . : 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 •• • • ••• •• • • • ••• • • • • ••• 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 the accepted manner, the manufacturer will incur the expense of such testing . and tmaterial HJ fails to revoke, modify, suspend perform in odify, or sus nd 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 material fails to meet the requirements of the applicable building code. Product Control Division that this product or This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Clad Wood Direct Set Window - L.M.I. APPROVAL DOCUMENT: Drawing No.1287, titled "Aluminum Clad Wood Direct Set Impact Window sheets 1 through 2 of 2, prepared by W.W. Schaefer Engineering& Consultant, P.A. "A" on 08/08/05, signed and sealed by Warren W. Schaffer, P.E., bearing the Miami -Dade County Produ rtevision 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 otherw RENEWAL of this NOA shall be considered after a renewal application has been filed noted there has been change in the applicable building code negatively affecting the no TERMINATION of this NOA will occur after the expiration date sere of � revision or change in the a 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 t with any section of this NOA shall be cause for termination and removal terminate NOA. Failure to comply ADVERTISEMENT. The NOA number preceded by the words Miami - Dade County, Florida, the expiration date may be displayed in advertising literature. If any �'and followed by be done in its entirety, y portion of the NOA is displayed, thhee n it t s shall INSPECTION: A copy of this entire NOA.shall be provided to the user by the manufacturer or its distribu and shall be available for inspection at the job site at the request of the Building tors This NOA revises NOA # 04-0322.11 and consists of this page 1 and evidence ag E-1 and E-2, as well , approval document mentioned above. as The submitted documentation was reviewed by Herminio F. Gone P.E., Director, BCCO NOA No 05- 0818.05 Expiration Date: June 24, 2009 Approval Date: December 22, 2005 Page 1 Pella Cor oration • • • •• • • • • • •. • • • •. •. • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ... • • • • •• • • ••• • • . • •. • • •• • • • • • ••• •.• • •. • .. • • • • • • • • ••• • • ••• ••• • • NOTICE OF ACCEPTANCE: EVID UBMITTED • A. DRAWINGS • 1. Manufacturer's die drawings and sections. 2 . Drawing No.1287, titled "Aluminum Clad sheets 1 through 2 of 2, prepared by W.W. P.A., dated 12/20 /03 with revision "A" on W. Schaffer, 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 Direct Set Window, prepared by Stork Materials Technoo Test No. SMT- 03- 0303.09, dated 12/15/03 signed and sealed by John D. Lee, P.E. "Submitted under NOA # 04-0322.11" C. CALCULATIONS 1. Anchor verification calculations, complying with FBC -2004, dated 02/24/04, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. Complies with ASTM E1300 -98 "Submitted under NOA # 04-0322.11" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.04 issued to `E.I. DuPont DeNemours" for their "Dupont Butacite 0 PVB" dated 02/15/01, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 1204.01 issued to "E.I. Dupont DeNemours" for their "Sentry ® Plus" dated 1/17/02, expiring on 1/14/07. F. STATEMENTS 1. Statement letter of conformance dated March 17 Warren W. Schaefer, P.E. signed and sealed by "Submitted under NOA # 04:0322.11" E -1 • • • ••• •• Wood Direct Set Impact Window ", Schaefer Engineering& Consultant, 08/08/05, signed and sealed by Warren Eerminio F. Gonzalez, P.E. irector, Building Code Compliance Office NOA No 05- 0818.05 Expiration Date: June 24, 2009 Approval Date: December 22, 2005 Pella Corporation • • ••• • • • ••• . . . .. •• • ••••••• • . . • • • . • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • ... • • ••• • • • •• •• • . • • • • • • . • • • • • • • • • ... ... • • ••• ••• • • NOTICE OF ACCEPTANCE: E NCESHBMITTED • 2 . Statement letter of no financial, iiterest Mircli t7,•2004, signed and sealed by Warren W. Schaefer, P.E. ' • • • "Submitted under NOA # 04-0322.11" G. OTHER 1. Letter from the consultant, dated November 9, 2005, stating that the product is in compliance with the Florida Building Code (FBC) 2. Notice of Acceptance No. 04- 0322.11, issued to Pella Corporation for their Aluminum Clad Wood Direct Set Impact Window, approved on 06/24/04 and expiring on 06/24/09. Herminio F. Gonzalez, P.E. or, Building Code Compliance Office NOA No 05- 0818.05 Expiration Date: June 24, 2009 E - 2 Approval Date: December 22, 2005 FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE (SUBSTRATE) JAMB TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DIST. 2X_ WOOD FRAME OR BUCK NO. 10 SMS SCREW 1 1/4" 3/4° CMU /CONCRETE 111 3/16" CONCRETE SCREW 1 1/4" 2' 10 CONCRETE SCREWS SHALL BE ELCO OR TTW RAMSET /RED HEAD TAPCONS, ' HILTI KWIK -CON II OR POWERS RAWL TAPPER (HARDENED STEEL OR S.S.). • APPROVED SHAPES "OOD"' CCD\ »C> �C> • • BDIE1 1. OTHER SHAPES MAY APPLY PROVIDING THEY ARE SIMILAR TO THOSE SHOWN & HAVE CORNER CONSTRUCTION PER CORNER DETAILS. 2. ALL UNITS MUST FIT INSCRIBED INTO THE ALLOWABLE LO ABLE DIMENSIONS (SEE SHEET 2) & B TOj(ERNED BY THE ALLOWABLE • PRESSyRE OF E REipESTIVE UNIT SIZL• 1N • e l.BAD TABLE • • • • • •••• • • • AtCOWABLE DE%TGN PRE9S • • SEE LOAD TALE ON SHEF 2 •• ••. • • • • • • •••• • • 60@NMR ___ S ••i 1. THESE•MNOOW S»IFm HAVE a EN TESIED. AWARD • FOR DESIGN PRESSURES NOT TO ?y; ' TIE "ALLOWA� OFSNHN L0605" v a ?OF 2. BUCKING. OPENINGS & FUCKING FASTENERS • ABLY OP9f3.El INSTALLED TO TRAM �. �1, Nibs JU. RD • L SE IN AFARONkP WITH 1T145sE HA DRAWINGS & ll60 Y NOT WRY UNLESS SPECIACULY• PRODUCTS TE FOR WA THE CYCLIC & UNIFORM ST CONFORMANCE MN FLORIDA ELA60QNG CODE PROTOCOLS TAS -201, 202 & 202 FOR LARGE MISSILE IMPACT WINDOWS. S. THESE WINDOW SYSTEMS HAVE BEEN 00206ED IN A00060 WCE MTH THE mown. HURRICANE y FL FLORIDA IMO. (MC) FOR HIGH 6. IMPACT SHURE S ARE NOT REQUIRED TWIN THESE WINDOWS. 7. ALL ANCHORS SHALL HE IASTAUED AS SPECIFIED ON THESE DRAWINGS. SPECIFIED MEOW TO BASE MATERIAL SHALL HE BEYOND WALL FINISH OR STUCCO. 6 MAX. (TYP.) r r • ANCHOR NOTE FRAME MAY BE EITHER DIRECT MOUNTED TO THE OPENING, MOUNTED ONTO A CONTINUOUS WOOD SPACER, OR ANCHORED TO A MIN. 2x4 NO. 3 SOUTHERN PINE WOOD BUCK. WHEN ANCHORED 70 A 2x4 BUCK, NO. 10 SHEAR SCREWS SHALL BE USED. WHEN DIRECT MOUNTED OR MOUNTER WITH SPACER. 3/16' CONCRETE SCREW SHALL BE USED. SEE ANCHOR REQUIREMENTS TABLE" FOR EMBED REQUIREMENTS. 60" MAX. FRAME WIDTH (F.W.) -- SEE 'CORNER DETAILS" ON THIS SHEET 6' MAX. t — �� r '1 (TYP.) 12 MAX. 0.C. (TYP.) 4 TYP. FRAME SCREW WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW REQUIREMENTS. 12 MAX. O.C. WHEN FRAME SHORT DIMENSION IS GREATER THAN 49 "; 10" 0.0. WHEN FRAME SHORT DIMENSION IS 49" OR LESS (TYP. AU. SIDES) 56 3/4° MAX. DLO. 11 GA. X 1 5/8° ROOFING NAILS OR NO. 8 X 1/1/2 SCREWS SPACED AS REQUIRED TO SECURE &// SEAL NAIUNG FIN d 6° MAX. EXTERIOR ELEVATION (TYP.) RECTANGULAR WINDOW SCALE 1/2 ° =1 ' -0° NO. 6 X 2" SCREW (3 PER CORNER) TYP. FRAME SCREW WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW REQUIREMENTS. 1 LUNG FIN IS OPTIONAL & MAY BE REMOVED WHEN REQUIRED FOR A DIRECT MOUNT CONDITION. (NAIL FIN SHALL NOT ACT AS A SUBSTITUTE FOR THE FRAME SHEAR SCREWS SPECIFIED) CLADDING NO. 8 X 1/2 SMS SCREW (2 PER CORNER; CLAD TO KEY) NO. 6 X 2 SCREW (4 PER CORNER) 11 GA. X 1 5/8" ROOFING NAILS OR NO. 8 X 1/1/2" SCREWS SPACED AS REQUIRED TO SECURE & ��� SEAL NAILING FIN � N 12" MAX. 0.C. WHEN FRAME SHORT DIMENSION IS \� GREATER THAN 49 "; 10 0.C. WHEN FRAME SHORT \ a OR LESS (TYP. ALL/ DIMENSION IS 49" # SIDES) i 116 3/4 MAX. D.L.O. 120" MAX. FRAME WIDTH (F.W.) EXTERIOR ELEVATION HALF ROUND WINDOW SCALE: 1/2 ° =1' - 0 ° CORNER DETAIL FOR 90' CORNERS (INTERIOR ELEVATION' NOT TO SCALE CORNER DETAIL FOR MITERED CORNERS (INTERIOR ELEVATION) NOT TO SCALE 6° MAX. (rrP.) 6" MAX. (T) SC 1 REW (4 P SMS PER BRACKET LEG TO JAMB) CORNER BRACKET DETAIL, NOT TO SCALE (ONLY REQUIRED WITH WINDOWS OF SIZE 36 SQUARE FEET & LARGER) froesuctsimie C•am•T z 3 • �S 6 u-, 00 CRANING No. 1287 SHEET N0. (MOW 60 »u O 1 OF 2 d • REF. • . REM # JAMB GLAZING STOP JAMB CLADDING NAIL FIN CORNER BRACKET 10 1/4" X 1 1/8" 18 GA STAPLE .4870 • • • ••• SEALANT BY OTHERS FIN FASTENER AS REQ'D WITH NAIL OPTIONAL NAIL FIN (REF. ELEVATION) EXTERIOR BILL OF MATERIALS ITEM DESCRIPTION MANUFACTURER /NOTES PARTS SEALS & SEALANTS BULB GASKET PVC MISCELLANEOUS FASTENERS • WOOD USED WITH TEST UNITS WAS PONDEROSA PINE. ALTERNATE WOOD SPECIES TO BE APPUCABLE WITH THESE WINDOWS IS MIN. GRADE 2 MAHOGANY, SOUTHERN PINE, OAK, CHERRY, MAPLE, DOUGLAS FIR & CYPRESS. • ••• • •0.9 12 • • • `. • • o • • • 0.040 •• •• • ••••i•• ••.L. lL • • 0•. • • • L�t • 0.0235 • • •4 ••• 1.2Z9 ••••4 • •••• • • • •• • • • • •.r•••• •••• • • • • MIN. 2X4 LUCK & BUCK ATTACHMENT BY OTHERS • WOOD • WOOD FRAME ANCHOR (SEE ELEVATION) 111 - SEE GLAZING DETAIL ON THIS SHEET SECTION A SCALE 1/2 FUU. HEAD SECTION SHOWN; SIDES & SILL SIMILAR 6063 -T6 ALUMINUM .0235" ALUMINUM MIN. 33 ksi GALV. METAL WITHIN 2 - 4° OF CORNERS & 6" O.C. 0.650 l - � 0.816 GLAZING STOP H 4.000 L. 2.338 0.0621 b -{ }-1. 1.000 I t 0.500 J ()CORNER BRACKET O 0 0 O 0 0 1/4" MAX. SHIM GLAZING SHIM AS REQUIRED 9/16' MIN. BITE DOW 995 SILICONE OR SIKA 511 URETHANE SEALANT 1/8" WIDE CONTINUOUS FILM OF GLUE 1/2" DOUBLE SIDED FOAM TAPE -4 I-- SEE GLASS OPTIONS BEOW GLAZING DETAIL GLASS OPTION 1. 9/16" THICK DUPONT SENTRY GLASS PLUS LAMINATED GLASS (1/4" AN /0.09" SCP /1/4" AN) GLASS OPTION 2. 9/16" THICK DUPONT SENTRY GLASS PLUS LAMINATED GLASS (1/4• HT. ST. /0.09" SGP /1/4 HT. ST.) GLASS OPTION 3. 7/16" THICK DUPONT BUTACITE PVB LAMINATED GLASS (3/16" AN /0.09' PVB /3/16' AN) 0.500 000 TIONAL DIRECT MOUNT DETAIL 69 78 66 20 98 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 60.0 N/A N/A N/A N/A N/A N/A N/A N/A 59.2 60.0 N/A N/A N/A N/A N/A N/A 58.6 60.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 6/4 60.0 N/A N/A N/A N/A N/A N/A N/A N/A 59.2 60.0 N/A N/A N/A N/A N/A N/A 58.6 80.0 N/A N/A 6/A WINDOW FRAME DIMENSION GLASS GLASS OPTION OPTION 2 3 POS NEG POS NEG 120 75.0 75.0 108 75.0 75.0 98 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 88.0 66 75.0 85.0 75.0 85.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 85.0 75.0 85.0 75.0 85.0 75.0 85.0 75.0 85.0 75.0 65.0 56.3 75.0 75.0 59.5 75 0 75.0 64.0 75.0 65,0 87.5 75.0 85.0 75.0 85.0 75.0 85.0 75.0 85.0 75.0 85.0 75.0 75.0 85.0 75.0 75.0 85.0 72.8 75.0 75 .0 75.0 75.0 ' " .0 75.0 75.0 85.0 75.0 75.0 85.0 75.0 75.0 85.0 75.0 75.0 85.0 75.0 75.0 85.0 75 0 85.0 75.0 85.0 75.0 85.0 75.0 85.0 75.0 85.0 N/A N/A 85.0 60.0 60.0 N/A - SIZE IS °NOT APPLICABLE" TO THE RESPECTIVE GLASS OPTION & MAY NOT BE USED NOTE THE PRESSURES M THIS TABLE ARE RESTRICTED BY ASTM 01300 -98 GLASS LOADS. WHERE ASTM 01300 -00 APPLIES. THOSE PRESSURES RESTRICTED BY 01300 -98 MAY BE EVALUATED BY A FLORIDA CERTIFIED ENGINEER AND CERTIFIED TO THE ALLOWABLE LOADS OF 01300 -00 PROVIDING 110Y 00 NOT EXCEED THE TESTED DESIGN LOADS. MAX. SHORT SIDE (IN.) 60 54 48 42 38 MAX. LONG SIDE (IN.) 90 84 78 72 120 108 98 90 84 72 60 54 t 108 90 84 78 7 2 66 60 54 120 108 96 90 84 78 72 60 120 108 96 90 84 . LOAD TABLE ALLOWABLE DESIGN PRESSURE (PS GLASS OPTION POS 37.9 41.4 45.9 49.2 53.0 57.2 61.7 68.0 75.0 45.0 489 53.9 56.9 80.4 64.7 70.7 75.0 75.0 75.0 56.3 59.5 64.0 67.5 71.5 75.0 75.0 75.0 75.0 75.0 72.6 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 NEG 37.9 41.4 45.9 49.2 53.0 57.2 61.7 68.0 75.0 45.0 48.5 53.9 58.9 80.4 64.7 70.7 75.0 75.0 71.5 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 . CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK TO BE MIN. 3 1/2 DEEP. NOT REQUIRED WHEN 3/16' CONCRETE SCREW (REF. 1/4' OR LESS SHIM SPACE SHEET 1 FOR LOCATIONS & EXISTS (USE SHIMS ONLY AT INSTALLATION REQUIREMENTS) EACH ANCHOR). I EXTERIOR I 0 FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS (HEAD SECTION SHOWN, SIDES AND SILL SIMILAR) MI CM= St va •.ta Data • 1 2/20A3 1 9 D ea ad L Y A • DRA60(0 60. 6 1287 J R A . SHEET NO. 2 2 1 MM I� MADE BUILDING CODE CO PRODUCT CONTROL D • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • .• • • • • • •• • • • • • • • • • • • • • "' ' • ' ' •TAN3ADE FLAGLER BUILDING • • 440 WBSi FLAGLER STREET, SUITE 1603 • • • • • • • :. • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACC -�T1 (NOA Pella Corporation 102 Main Street Pella, IA 50219 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). • • • • • • • ••• •• • • • • • • • • • • • • • • ••• •• • • MIAMI-DADE COUNTY, FLORIDA This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Clad Wood Vent Casement Windows APPROVAL DOCUMENT: Drawing No.1316, titled "Architect Series Aluminum Clad Wood Impact Casement Window", sheets 1 through 2 of 2, prepared by W.W. Schaefer Engineering& Consultant, P.A., dated 07/20/04, signed and sealed by Warren W. Schaffer, 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, 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 page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 04-0907.04 Expiration Date: November 04, 2009 Approval Date: November 04, 2004 Page 1 \As'A-Vst65 Pella Corporation • • ... • • • ... .. . • • • .. .. • • • • • • • • .' • • • • • •0 • • • • • • • • • • • • • 00 • • • • .. . . . . ... • .• • . ••. .. . ono . • • • • • • • • • • NOTICE OF ACCEPTANCE: sVIDENCE SUBlunk '1 • • ... ... _ • A. DRAWINGS 1. Manufacturer's die drawings and sectiouS' • • • • • • • • • • 2. Drawing No.1316, titled "Architect Series•Aluupn f31gd,Wood Impact Casement Window ", sheets 1 through 2.•42'prepfred•b}' WIV. Engineering& Consultant, P.A., dated 07/20/04, signed and sealed by Warren W. Schaffer, 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 an aluminum clad wood window, prepared by Stork Materials Technology, Test Report No. SMT- 180- 6799, dated 06/01/04 signed and sealed by John D. Lee, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, dated 08/31/04, prepared by W.W. Schaefer Engineering& Consultant, P.A., signed and sealed by Warren W. Schaffer, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. DuPont DeNemours for their "Sentry ® Plus" dated 1/17/02, expiring on 1/14/07. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DuPont DeNemours for "Dupont Butacite PVB ", dated 02/15/01, expiring on 12/12/05. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08/31/04, signed and sealed by Warren W. Schaefer, P.E. 2. Letter from Pella Corporation, dated 08/30/04, designating Warren Schaefer of W.W. Schaefer Engineering & Consulting, as the contact person for this file. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -1 Hermino F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 04- 0907.04 Expiration Date: November 04, 2009 Approval Date: November 04, 2004 FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE (SUBSTRATE) JAMB TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DIST. 2X- WOOD FRAME OR BUCK NO. 10 SMS SCREW 1 1/4° 3/4' CMU /CONCRETE h /16 CONCRETE SCREW 1 1/4" 2 ( CONCRETE SCREWS SHALL BE ELCO OR ITW RAMSET /RED HEAD TAPCONS, HILTI KWIK -CON II OR POWERS RAWL TAPPER (HARDENED STEEL OR S.S.). ALLOWABLE WINDOW SIZE TABLE MAX. MAX. GLASS WINDOW WINDOW OPTION FRAME FRAME HEIGHT WIDTH (IN.) (IN.) 59 35 65 32 1 71 29 73 28 2 73 35 GENERAL NOTES 1. THEE Ww0O1 SYSTEMS HAVE BEEN TESTED. ANALYZED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE ALLOWABLE DESIGN LOADS' TABLE(S). 2. BUCKING. OPENINGS & BUCKING FASTENERS MUST DE PROPERLY DESIGNE0 & INSTALLED TO TRANSFER WIND LOADS TO THE STRICTURE. 3. ALL HARDWARE & FASTINER5 SHALL BE DI ACCORDANCE WITH THESE DRAWINGS & MAY NOT VARY UNLESS SPECIRCALLY MENTIONED ON 744E DRAWINGS. 4. THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED & PROPOSED FOR WATER. AR. IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING DI CONFORMANCE WITH FLORIDA BUILDING CODE PROTOCOLS TAS -201. 202 & 203 FOR LARGE 811591E IMPACT WINDOWS. 5. THESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE W1114 THE FLORIDA BUILDING CODE (FBC) FOR HINT VELOCITY HURRICANE ZONES (HVHZ). 6. IMPACT SHUTTERS ARE NOT REQUIRED WITH THESE WINDOWS. 7. ALL ANCHORS SHALL BE INSTALLED AS SPECIFIED ON THESE DRAWINGS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. CORNER CONSTRUCTION: =LAO: MORR5E & TENON AND JOINED WITH (3) 1/2 X 2 1/4' 18 GA. STAPLES PER CORNER JAMB CLAD: MITER CUT AND JOINED WITH CORNER KEY AND (2) N0. 6 X 1/2' SCREWS PER CORNER. LKASIrt 1 ID 0*. F1� NAIL PER JOINED (1) ER C CORNER AND GLUED WITH A THERMOSETTING EMULSION ADHESIVE: DUROLDK BY NATIONAL STARCH & CHEMICAL COMPANY. SASH CLAD: LAPPED AND MITERED AT CORNERS. 6" MAX. 0 TYP. FRAME SCREW WHERE \SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE ON THIS SHEET FOR SHEAR SCREW REQUIREMENTS. A 35 MAX. FRAME WIDTH (F.W.) d/ HINGE EXTERIOR ELEVATION SINGLE CASEMENT WINDOW SCALE 3/4 ° =1' -0" SEE 'CORNER CONSTRUCTION" DESCRIPTION ON THIS SHEET * ANCHOR NOTE FRAME MAY BE ETHER DIRECT MOUNTED TO THE OPENING, MOUNTED ONTO A CONTINUOUS W000 SPACER, OR ANCHORED TO A MIN. 2x4 NO. 3 SOUTHERN PINE W000 BUCK. WHEN ANCHORED TO A 2x4 BUCK NO. 10 SHEAR SCREWS SHALL BE USED. WHEN DIRECT MOUNTED OR MOUNTED WITH SPACER, 3/16' CONCRETE SCREWS SHALL BE USED. SEE 'ANCHOR REQUIREMENTS TABLE' FOR EMBED REQUIREMENTS. 9/16" LAMINATED ANNEALED GLASS (SEE OPTIONS BELOW) EXTERIOR I DOW 899 SILICONE 9/16° MIN. BITE SETTING BLOCK AS REQUIRED HOT MELT GLUE TYPICAL GLAZING DETAIL OPTION 1: 9/16" DUPONT BUTACITE PVB LAMINATED (1/4" AN /0.09 PVB /1/4 AN) OPTION 2: 9/16° DUPONT SENTRY GLASS PLUS LAMINATED (1/4° AN/0.09° sGP /1/4" AN) 1/2" ADHESIVE ACRYLIC FOAM TAPE • • • • • •• • •• ALLOWABLE DESIGN PRESSU5 (SINGLE & MULTIPLE WINDOWS). +/ -75 PSF • • •• • • •• • • • • •• • • • • • • • • •• • .IA7:1RSiLI•Y3Nt •••• • •••• ••• • • • •• • • • • • • • • • •••• ••• • • 0 44 a 8 0 2 z Y CHIMED Bt UM 47 Y•/Y 4 • II l }•�•!L • lI • • • • • • a 1316 5HEEF NO. 1 01 BIN. 2X4 BUCK /FRAMING & BUCK ATTACHMENT BY OTHERS s SECTION O SCALE: 1/2 FULL 2 MIN. 2X4 BUCK /FRAMING & BUCK ATTACHMENT BY OTHERS 1EXTERIORI 1/4° MAX. SHIM AT EACH ANCHOR MIN. 2X4 BUCK /FRAMING• & BUCK ATTACHMENT BY OTHERS FRAME ANCHOR PER ELEVATIONS SECTION riTi SCALE: 1/2 FULL 2 FRAME ANCHOR PER ELEVATIONS 1/4" MAX. SHIM AT r EACH ANCHOR SILL ANCHOR PER ELEVATIONS 1/4 MAX. SHIM AT EACH ANCHOR FRAME WIDTH (F.W.) EXTERIOR CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK TO BE MIN. 3 1/2 DEEP. NOT REQUIRED WHEN 1/4 OR LESS SHIM SPACE EXISTS (USE SHIMS AT EACH ANCHOR ONLY). !EXTERIORI SECTION SCALE: 1/2 FULL 2 1/4° MAX. SHIM AT EACH ANCHOR 3/16 CONCRETE SCREW (REF. SHEET 1 FOR LOCATIONS & INSTALLATION REQUIREMENTS) OPTIONAL DIRECT MOUNT DETAIL FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS (HEAD SECTION SHOWN; SIDES AND SILL SIMILAR) MIN. 2X4 BUCK /FRAMING & BUCK ATTACHMENT BY OTHERS FRAME ANCHOR PER ELEVATIONS ITEM # PARTS 1 3 5 6 7 12 13 14 15 16 17 18 20 21 22 23 24 25 PART # 35BG 1A5S 30C4 338F OAJE 45D5 2ABA 140N 1662 168F 7603 75T2 1.055 ITEM DESCRIPTION JAMB SASH HEAD & SIDE STOP SILL STOP GLASS STOP FRAME COVER SASH COVER HARDWARE INTEGRATED EGRESS ROTO OPERATOR 8" STAINLESS STEEL BUTT HINGE LOCK ASSEMBLY SASH STRIKE OPERATOR CRANK SEALS AND SEALANT PVC WEATHERSTRIP PVC RAINSTRIP 1 3/8 RING SHANK NAIL #6 X 3/4 S.S. FH SCREW 15 GA X 1 1/4" FINISH NAIL 3.984 ()IAMB 0.698 2.555 $ 1 • By FRAME COVER @SASH COVER MANUFACTURER /NOTES • WOOD ' WOOD • WOOD • WOOD • WOOD 6063 -T6 ALUMINUM 3003 -H14 OR 3105 -H24 ALUMINUM AS REQUIRED TO OPERATE WINDOW PELLA PELLA 1 PER LOCK CATCH AS REQUIRED TO OPERATE WINDOW PELLA PELLA MISC. FASTENERS 4 FROM CORNERS & 6' - 8° 0.C. 12 PER HINGE LEAF #6 X 3/4 S.S. FH SCREW 3/16 X .540 POP RIVET #8 X 1 1/2 S.S. FH SCREW 8 PER HINGE LEAF 8 PER HINGE 2 PER SASH STRIKE 3 FROM CORNERS & 6" MAX. 0.C. * WOOD USED WITH TEST UNITS WAS SELECT WESTERN PINE. ALTERNATE WOOD SPECIES TO BE APPLICABLE WITH THESE WINDOWS IS MIN. SELECT MAHOGANY, PONDEROSA PINE, SOUTHERN PINE, OAK, CHERRY, MAPLE, DOUGLAS FIR & CYPRESS. •••• • • •e•• 1.250 • • • •1 0 1.697 --I • 1.1 ex• 3• SASH :•.••: •• • • •+ ••• 0.827• • •I• • • • 1.920 -+{ �- -1.920 H 0.53? ®HEAD & SIDE STOP : • • • • • •• • • • ®SILL STOP • SOCLASS S ' • • • • •s • s•e -{ H 0.589 • • porod rr•lb��� 0.024 Fk Ap 1.922 NO .i?o!il1iYS MON Ott t °3 b CHECKED 4: t m • : , /04 1 • 1316 SHEET N0. 2 OF 2 • • • • • • • • MIAMMADE COUNTY BUILDING CODE COMP PRODUCT CONTROL D • • ••• • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • •• • . • • • • • • • • • • • • • • • • • • • • ••• • • • . • • • ••• • • • • • • • • • • • • • •. • • ••• •• • • • • • • • • • • • • • :MIAMI-DADE COUNTY, FLORIDA • • • ' aMETRO -DADB FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • • • • • ••• 4 ) 375 -2901 FAX (305) 375 -2908 • • • • • • : www.buildmecodeonline.com NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). 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 C -740 Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Lmpact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P.E., 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 # 03- 0611.02 and consists of this page 1 and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The s witted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO' • • • • - NOA No 054129.11 Expiration Date; May 22, 2008 Approval Date: February 23, 2006 w s`� - \4 6� NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" L AMINATEl) GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INITERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" l AMINATFD GI ASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS W1 AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED 01- (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 8 F. 13116" I.G. GLASS COMPRISED O}- (1) LIFE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER A G. 13116" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 L FA. 325/03 B ADD 13116' LG. & MOVE GLAZING DETAILS 10 SHEET2 rir Daly: Renosions F.K. MOW C NO CHANGE THIS SHEET lamsour owe: F.K. 6123445 D ADP NY' HT, Cd ASS TYPES F AND C RFVLSF. ANCHORAGE. iYeRmdr. p p' L:temL.m ey `.�. F. 12117102 9070 7E HNOL0DV DRIVF NOKOMIS, FL 342/b P.O. SOX :52s NOKOM9:S. FL 34274 0 x 0 x CONFIGURATIONS OPTIONS Vlrlhly Rester x 0 x 0 x 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. d B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR H4 "xOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFlGURAT IONS SEE SHEET 9. ®4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR • • • • ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS • MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (7) ANCHORS 3" APART AT MID -SPAN ON FIXED!, ITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A - SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE 1 ES1 REPORTS: F R -3580, FTL -3582, F FL- -3587, F'I L- 3729, FTL4607 AND FTL -4608. 9 1 x 0 x UNEQUAL UTES x 0 UNEQUAL UTES 0 x UNEQUAL LITES NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT sw.afiaior sans rival* AL CA -742 NTS 73 7045.8 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 " ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 • • • • • •. •. • • • ...• • • .. • • • • • • • • 1 utter A Turner, P.E. Pt #58201 hlecwanIcel • •• • • ••••• • • • • • •••• • • •••• • • ••• • • • • • •• • 1/8" ANNEALED OR — 4 -.090 PVB INTERLAYER HEAT STRENGTHENED GLASS HEAT STRENGTHENED GLASS 31 OF bilk Rewmwm: F.K. 3/25/03 8 F.K. R0.3d BY: Date Revisbne. 7/10/03 C Rosa* Q: Ravislanfr F.K. 8/23/05 D O+Nm BY: OM cnnama er F.K. 03125/03 5/16" LAMINATED GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED -- 3/16" HEAT GLASS STRENGTHENED GLASS REDRAW GLAZING DETAILS & ADD 13/18'L.G. NO CHANGE THIS SHEET .65" NOM. GLASS BITE .65" NOM. GLASS BITE ADD 13118' LAMI LG. W/7 /167AMl & CORRECT 8/18' LAM! DETAIL Defer 1070 7ECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. 80X 1529 NOKOMIS, FL 34274 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS - NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS Visibly Better 13/16" 13/16" I.G. W/ 7/16" LAMI p GLAZING DETAIL GLAZING DETAILS s CA-745 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER • I-� �-- 1/8" HEAT STRENGTHENED GLASS 13/16" I.G. WI 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT • • • •• /. � S ' .090 PVB INTERLAYER • — 3/16" HEAT STRENGTHENED GLASS aim .65" NOM. GLASS BITE ALUMINUM CASEMENT WINDOW, IMPACT v N TS ] 2 or 13 jOrarIng �. 7045 - 8 .65" NOM. GLASS BITE • •• •••• • •• • • • • • • •• • • r. Thrift • • • • •••• • • •••• • • ••• • • • Lucas A. Turner, P.E. PE 556201 Mechanical • • • • •� CENTERLINE 1 1/2° MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. i Revs, Dat" Flowheane: F.K. 325/03 8 Roved ay Data: Revisions: F.K 7/10/03 C Raved By. Dale: RevIdarta: F.K. 523/05 D Drawn Sr Date: Cheduel or F.K 12117/02 4° MAX. f 4" MAX. Data: ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. - DAYLIGHT OPENING / 37° MAX VENT TYP. CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DET/ULS CHANGE MAX. HT 70 76" AND MAX OLO TO 59' - 4" MAX. - ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134° MAX. WIDTH 53" MAX DAYLIGHT - OPENING 0 13" MAX. O.C. 60" MAX. FIXED 4" MAX. 1070 TECHNOLOGY ORIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) vL4�ileBener 13" MAX. O.C. 4" MAX. 30" MAX. m- DAYLIGHT OPENING X ELEVATION °A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES 4" e dmmamk CA-740 NOTE; "X" PANEL MAY SWINQ • IN EITHER DIRECTION ..• 69" MAX. DAYLIGHT OPENING NTS Sheet 74" MAX. WIDTH 30" MAX. DAYLIGHT -•- OPENING Dream V X SEE MEETING RAIL/DETAIL 7P. (2) 14 1/2" MAX. O.C. TYP. ELEVATION "B" - ")0" (SEE SHEET 7 FOR PRESSURES) • •••• • • •••• • • •• • •• • • • • • ® • 76" MAX. HEIGHT I-- -FI- 112" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) Dmmloe"c "XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT 3 " 13 1 7045 -8 D 69" MAX. DAYLIGHT OPENING Waft "Ira as Merida frAql re): • • • • • • • • •••• • • ••. • A 76" MAX. HEIGHT • • ••. • • • • • A Z Lucas A Turner, P.E. PE 458201 Mechanical • • • • • . • • • • • • HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 112" MAX. O.C. VENT HEAD & SILL ONLY DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. o.c. 4" MAX. 4" MAX. --•-I L 4" MAX. 4" MAX.—.- X 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING \ �t 14 112" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 30° MAX. �--- DAYLIGHT -.- OPENING 1 1 r X X A 69" MAX. DAYLIGHT OPENING 97" MAX. WIDTH 76" MAX. HEIGHT 53" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. MAX. O.C. 60" MAX. WIDTH 53" MAX. DA YLIGHT OPENING L_ 4° MAX. 4° MAX. -►! L ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT �- .1 - 13" MAX. O.C. NOTE: "X" PANEL MAY SWING • IN EITHER DIRECT QW - 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - 'XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) • •••• SEE MID - SPAN'•••• ANCHOR DETP4I�..... SHT. 3 TYP. ( • • • • • • •• • SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 69" MAX. DAYLIGHT OPENING A 76° MAX. HEIGHT PROXICT • • • • • • • • • ..• • • . .. • .•. • • • • • • • • • • • • Raved Br F.K. Raved er F.K. Ronda}, F.K 3/25103 6/23105 flea: 7/10/03 B Revklat": C Reviews: D Prom Br Cale: Chocked By. Dele: F.K. 12117/02 F.K. CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX HT. TO 76" AND MAX. DLO TO 69' 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 r40 VL�eBerwr "X ", "0 ", WO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT s"maltaaek CA -740 Sac NTS Stnot 4 ar 13 Dewing Km 7045 -8 Roe D Lucas A. Tamer. P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E, 13/16" LAMI (1 /8 "HS,3 /8" SPACE, 5 /16" LAMI -WI 1 /8 "HS,.090,118 "HS) WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 ,70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26112 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83,6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 - 89.9 69.9 -67.8 67.8 - 66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -88.4 88A - 63.9 63.9 - 60.0 60.0 - 58.5 58.5 - 58.2 58.2 -53A -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -81.8 61.8 -58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.8 48.6 -45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 4 rouNcr.immut a ` lo r t t 1 r, • AI •••• • • •••• • • 36 A -75.0 70.0 -75.0 70.0 - 75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 - 67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 48.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 II II GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /161HS) ALL (" SIZES UP TO 37" WIDE x 63° HIGH AND ALL "X " SIZES UP TO 32" WIDE x 72 " HIGH 1-90.0170.0 1 • • • • • • •••••• • •••• • • •• • ••• • • • •• TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4808 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16"HS) , ALL °X" SIZES UP TO 37" WIDE x76 "HIGH -55.0 55.0 ' • X NOTES: p 7--- r 1 Lucas A Tumor, P.E. PE 058201 1. OR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114' TAPCONS OR 4" SS4 CRETE -FLEX ANCHORS. INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS UMITED TO 69.8 P.S.F. Rend*. F.K. mrr 3 3/2 25/D;i qpi �! 1 . c c - ADD GLASS TYPE eTO TABLES 1 &4 1070 TECHNOLOOV DRIVE NOKOMIS, FL 34275 P.O.SOX 1528 NOKOMIS, FL 34274 Viably Better ate• PRESSURES- X CONFIG. WINDOWS F.K. Dal: 7/10/03 NO CHANGE 71-08 SHEET ALUMINUM CASEMENT WINDOW, IMPACT mar FK. a,�• 6123/05 REVISE ANCHORS 8 ADD 76' HEIGHT OPTION s CA-740 NTS 5 « 13 a �. T045 -B we I D 5 F.K. Off 12/17/02 I 1 COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8"HS) "XX" HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 83 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS W IDTH NEL, rUS Nt($ rua MLA. PUS NW rUS NL(3 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 . -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 - 69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 - 65.2 65.2 -63.0 63.0 - 60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4. - 63.9 63.9 - 60.0 60.0 - 58.5 58.5 - 56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -68.9 58.9 - 56.1 56.1 -53.8 53.8 - 50.4 50,4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 -54.9 54.9 r -51.8 51.8 - 48.6 48.6 - 45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 69.0 -52.8 62.8 -49.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 41.1 _ -38.6 38.6 TABLE 4. TABLE 5. TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTLE480® GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3116 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 - 55.01'551f A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. limed B Pity; Date. R. wad By. Oatx F.K. 6/2105 Omen By. Data: F.K. 12/17/02 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8"HS,3 /8" SPACE,5/16" LAMI -W/ 1 /8 "HS,.090,1/8 "HS) RevMm¢ asdad By. REVISE ANCHORS S ADD TABLES 76° HEIGHT OPT/ON Oats: "XX" WINDOWS "XX" WINDOWS GLAZING OPTION: C. 7116" LAMI (3/16"A,.090,3N6 "HS) 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O BOX 1529 NOKOMIS. FL 34274 P ST Visibly Better TEST REPORTS: FTL -3582, FTL -3729 • • • • UMW • • • ALL "XX " SIZES UPTO74 " WIDE x63 "HIGH 1 - 75.0170,0 •�• • ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH TEST REPORT: FTL -359i 1 -90.0 PRESSURES - XX CONFIG. WINDOWS Tal ALUMINUM CASEMENT WINDOW, IMPACT S GA-740 NTS I 6 " 13 7045 -8 • ••• • I •117•• X X • • •• •. • • -1l ai ! i „ • • • rip • • •••• • • •••• • • ••• .I• ••• • • • z- Lucas A. Twner, P.E. PE 058201 Mechanical • • • • 7. "0" & "1/4-1/2 -1/4 XOX° WINDOWS TEST REPORT: FTL -3580 (TABLE GLAZING OPTION: D. 7116" LAMI (3/16"11S,.090,3116"HS) ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL. 1/4.12 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH 1 - 90.0170.0 COMPARATIVE ANALYSIS TABLE 6. GLAZING OPTIONS: 581/2 Rovad F.K. 9r FM. Raarlly F.K WIDTHS "0" COX" A 36 72 B,E C,F A 37 74 BE C,F A B,E C,F A 42 84 B,E C,F A 45 90 B,E C,F A 48 98 B,E C,F A 50112 101 B,E C,F A 531/8 108 318 B,E C,F A 54 108 B,E C,F A 651/2 111 B,E C,F A 57 114 B,E C,F A 117 B,E C,F 391/2 79 Dane: 7/10/03 Dote: 6/23!05 NEG -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -75.0 -76.0 -90.0 -75.0 76.0 -90.0 -76.0 -75.0 -90.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90,0 -75.0 -76.0 -90.0 -74.2 -75.0 -90.0 Onto: 3/25/03 onwney. Dan. 6hecks?eY ma. F K 12117/02 28 31 38 POS NEG 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -76.0 70.0 -90.0 70.0 -70.3 70.0 -75.0 70.0 -90.0 70.0 -65.0 70.0 -76.0 70.0 -90.0 70.0 -80.8 70.0 -75.0 70.0 -90.0 70.0 -58.7 70.0 -75.0 70.0 -90.0 70.0 -582 70.0 -75.0 70.0 -90.0 70.0 -57.1 70.0 -76.0 70.0 -90.0 70.0 -58.2 70.0 -76.0 70.0 -90.0 70.0 -55.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 "O" &°1/4-1/2-1 /4 XOX" WINDOWS TEST REPORTS: FTL- 3582, FTL -3729, FTL -4607, FTL -4808 A. 5/16' LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (118"HS,.090,1/8"HS) C. 7/16° LAMI (3/16"A,.090,3/16 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8"HS,.090,118 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3/16 "HS) HEIGHT 38 3/8 PDS NEG POS NEG POS 70.0 -75.0 70.0 70.0 -90.0 70.0 70.0 -73.7 70.0 70.0 - 75.0 70.0 70.0 -90.0 70.0 70.0 -67.8 87.8 70.0 - 75.0 70.0 70.0 - 90.0 70.0 70.0 -62.4 62.4 70.0 - 76.0 70.0 70.0 -90.0 70.0 70.0 -58.0 58.0 70.0 -76.0 70.0 70.0 -90.0 70.0 65.0 - 54.3 54.3 70.0 -75.0 70.0 70.0 -90.0 70.0 80.8 -51.3 51.3 70.0 -75.0 70.0 70.0 -90.0 70.0 58.7 - 48.7 48.7 70.0 -75.0 70.0 70.0 -90.0 70.0 58.2 - 47.947.8 70.0 -75.0 70.0 70.0 -90.0 70.0 67.1 - 48.4 48.4 70.0 -75.0 70.0 70.0 -90.0 70.0 56.2- 44.844.8 70.0 -76.0 70.0 - 70.0 . -90.0 70.0 65.0 - 43.4 43.4 70.0 -75.0 70.0 -70.4 70.0 -75.0 70.0 -90.0 70.0 -67.9 67.9 -75.0 70.0 -90.0 70.0 52.1 62.1 -75.0 70.0 -90.0 70.0 - 58.4 68.4 - 76.0 70.0 - 90.0 70.0 - 54.6 54.6 -76.0 70.0 -90.0 70.0 -51.1 51.1 - 75.0 70.0 -90.0 70.0 - 48.3 48.3 -75.0 70.0 -90.0 70.0 - 45.4 45.4 -75.0 70.0 -90.0 70.0 - 44.5 44.6 -75.0 70.0 -90.0 70.0 -43.3 43.3 - 75.0 70.0 -90.0 70.0 -42.1 42.1 - 76.0 70.0 -90.0 70.0 - 40.9 40.9 -75.0 70.0 - 90.0 70.0 NEG 43 - 60.4 60.4 -76.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -63.3 ' -75.0 -90.0 -69.3 -75.0 -90.0 55.1 -75.0 -90.0 -52.7 -76.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -86.9 -47.5 -75.0 -84.3 -48.2 -75.0 -81.8 -44.8 -75.0 POS NEG 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 48.2 70.0 70.0 44.8 70.0 -79.4 70.0 Rem 5 ADD GLASS TIDE E TO TABLE 6 RRvtebnx C NO CHANGE 71118 SHEET Revfebrrr D CHANGE ANCHORS AND ADD 76' 111. OPTION -54.3 -75.0 -88.0 -48.7 -75.0 -81.2 -48.1 -75.0 -78.4 -45.3 -75.0 -75.0 -43.9 -75.0 -70.7 -41.3 -75.0 -69.0 48 POS 54.3 70.0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 58.4 70.0 70.0 53.6 70.0 70.0 51.4 70.0 70.0 48.7 70.0 70.0 48.1 70.0 70.0 45.3 70.0 70.0 43.9 70.0 70.0 42.5 70.0 70.0 41.3 70.0 69.0 -51.1 -84.9 60 5/8 NEG -75.0 -76.0 -75.0 P.O. SOX 1529 NOKOM1S FL 34274 POS 51.1 70.0 70.0 43.4 70.0 68.4 41.2 70.0 66.7 402 70.0 64.9 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34276 NEC -47.9 -60.4 54 -75.0 -90.0 -46.4 -75.0 -90.0 -43.6 -75.0 -90.0 -50.0 -76.0 -90.0 -47.8 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 -75.0 -70.3 -42.2 -75.0 -6e.5 -41.9 -75.0 -65.4 -40.8 -75.0 -63.6 -39.8 -75.0 -61.8 -38.7 -75.0 POS 47.9 -44.8 70.0 70.0 46.4 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 47.6 70.0 70.0 45.3 70.0 70.0 43.5 70.0 70.0 422 70.0 68.5 41.9 70.0 65.4 40.8 70.0 63.8 39.8 70.0 81.8 38.7 70.0 60.4 VtsibI3 Berm NEG -57.3 57 -75A -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -56.4 70.0 70.0 59.0 70.0 70.0 56.7 70.0 70.0 63.3 -75.0 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -46.9 -75.0 -84.5 -44.7 -75.0 -78.9 -42.5 -75.0 -70.7 -41.3 -75.0 -66.8 -40.1 -75.0 -63.0 -39.8 -75.0 -61.8 -39.1 -75.0 -80.1 -38.8 -75.0 -58.7 -37.8 -75.0 POS 44.8 70.0 70.0 43.5 70.0 70.0 41.1 70.0 70.0 48.9 -75.0 -90.0 -53.8 -75.0 -90.0 -51.4 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 68.8 40.1 70.0 63.0 39.8 70.0 81.8 39.1 70.0 -72.5 -42.5 -75.0 60.1 38.6 70.0 68.7 37.8 70.0 57.3 PcT 60 -42.2 422 -75.0 70.0 -90.0 70.0 -41.1 41.1 -75.0 70.0 -90.0 70.0 -38.6 38.6 -75.0 70.0 - 87.4 70.0 - 44.3 44.3 - 76.0 70.0 -79.7 70.0 -42.1 42.1 -75.0 70.0 -72.4 70.0 -40.4 40.4 -75.0 70.0 -67.3 67.3 - 392 392 -75.0 70.0 - 63.5 83.5 - 38.0 38.0 -75.0 70.0 -60.0 80.0 -37.6 37.6 - 76.0 70.0 - 69.1 69.1 -372 372 -74.3 70.0 - 67.6 67.5 - 36.7 36.7 - 73.3 70.0 - 66.9 65.9 - 36.1 36.1 - 722 70.0 -54.5 545 A -725 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 - 40.4 40.4 - 39.2 39.2 -37.6 37.6 36.7 36.7 - 35.5 35.5 33.7 33.7 TABLE 7'A. "0" & "1/4-1/2-1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4808 GLAZING OPTIONS: D. 7/18" LAMI (3/16"H8,.090,3/16"HS) G. 13/16" LAMI (1/8"A,AIR SPACE, 7/18° LAMI -W/ 3/16"HS,.090,3/16"HS) ALL "0' SIZES UP TO 80" WIDE x 76" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 76" HIGH 1 - 55.0155.0 s°seraWaae CA-740 67 72 NEGIPOS NEGIPOS - 55.0155.0 -55.01 55.0 - 55.0155.0 - 55.0155.0 55.055.0- 55.055.0 - 55.0155.0 - 55.01 - 55.0155.0 -55.01 55.0 -56.01 66.0 -55.01 66.0 -55.0155.0 - 52.81 52.8 63 NEG POS NEG PDS - 39.7 39.7 -75.0 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 70.0 70.0 49.9 70.0 70.0 48.9 70.0 70.0 53.4 -75.0 -90.0 -38.6 -75.0 -90.0 -36.5 -75.0 -832 -41.9 70.0 70.0 50.9 70.0 70.0 48.8 -75.0 -90.0 -50.9 -75.0 -88,2 -48.8 -75.0 -75.6 -39.7 -75.0 -892 -38.4 70.0 70.0 48.9 -75.0 -80.9 -44.9 -76.0 -64.1 -37.1 70.0 70.0 44.2 -76.0 -75.7 -44.2 -74.3 -60.5 -382 -72.4 -57.3 -35.9 -71.1 -43.4 -75.0 -70.1 -42.2 70.0 70.0 42.2 -71.8 -56.4 -35.4 -70.8 70.0 70.0 38.8 70.0 70.0 38.5 70.0 70.0 41.9 70.0 70.0 , 39.7 70.0 892 38.4 70.0 64.1 37.1 70.0 80.5 38.2 70.0 57.3 35.9 70.0 66.4 35.4 70.0 -68:4 -412 -75.0 -54.8 -34.8 -69.6 -53.2 -342 -88.4 54.8 34.8 89.6 53.2 342 -66.7 -402 68.4 43.8 -51.6 51.6 &tic NTS - 53.8153.8 - 49.4149.4 - 52.8152.8 -48.4148.4 - 51.1151.1 - 46.8148.8 - 49.4149.4 - 452145.2 - 47.847.8-43.6 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR L 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Sheet 7 13 Onndn Mo. 7045 -8 76 NEG1POS - 55.0155.0 - 55.0155.0 - 55.0 55.0 - 55.0155.0 -55.01 65.0 - 53.21532 - 49.6149.6 - 482148.2 • , • • • •• • - 45,2145.2 • • 4 • • • • • • l • 14411111 -4.3.6I44.8'••4 • • • •••4 ••••4 • • • -42.61 42,Q • • • . . • -41.7 41; • • • • • •• • 60 120 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 73.3 70.0 -71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 - 67.3 67.3 - 83.3 63.3 - 59.1 59.1 - 55.9 55.9 - 53.0 53.0 -50.0 50.0 - 16.3146.3 - 42.8142.8 -40.8140.8 a•avmc PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS imx ALUMINUM CASEMENT WINDOW, IMPACT nor D x 1 2 0 1 4 x 0 aim • • •••• • • ••.• ••• • • • • • • • • •• • Lucas A. Turner, P.E. PE #58201 Mechanical • • - (f7:2I7 ••• • • • • COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8"HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 - -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 _70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 _ 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -87.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 - 60.4 60,4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 I -75.0 70.0 i - 68.4 68.4 i - 63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 - 53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 66.4 68.4 - 58.2 58.2 -55.6 55.6 -52.6 52.6 - 49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 - 45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39 7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 48.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. , "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3/8" SPACE,5 /16" LAMI -W/ 118 "HS,.090,1 /8 "HS) ALL "XO" OR TX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.04 70.0. TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: rinsed GLAZING OPTION: C. 7/16" LAMI (3/18"A,.090,3/16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63° HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -90.04 - AY TABLE 10A. "XO" or TX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FT1, B1A GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 113 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH - 55.0; 55.b NOTES: QD 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rend By: FTC Rend By. FK Pao F.K. Darn By: F.K. Des 3/25109 7/10103 Dem. 6123/05 Defe: 12/17102 Rantiorar 8 Rev C Re D 6,1eckeday: ADD GLASS TWEE TO TABLE 9 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76' HEIGHT OPTION Mete 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 .1 Z VLelhly Better •• PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS TRW ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS sheer Raving O. 8 a 13 7045 -8 1 3 X 1 3 O 1 3 X X 0 O X PROD Mr q"e • L ., Ji • ,. >r / .. 4 • • • • • • • • • • • • • •••• • • • • .••• • • • • • •• 1 ••• • • • • • .• Lucas A. Turner, P.E. Re PE 058201 D Mechanical. • • • • • • • COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3680, FTL -3582, FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (118 "A,.090,1 /81HS) B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) C. 7116" LAMI (3/18 "A,.090,3 /18 "HS) E. 13/16" LAMI (1/81HS,3/8" SPACE,5/18" LAMI -W/ 1181HS,.0900/8"HS) F. 13/16" LAMI (118 "A, AIR SPACE, 7116" LAMI -W/ 3/16 "A,.090,3 /18 "HS) HEIGHT 50 5/8 NEG POS -80.8 60.6 °XOX" VENT FIXED A 69.264 19.125 31.014 88.919 95.973 108.649 -80.0 70.0 -52.6 52.8 115.892 122 123.135 128.000 130 130.378 134 • Br F.K WIDTHS 24 27 30 32 33.887 34 34.791 35.898 36 37 Roar Datr F.K 3/25103 Rata t Fit 38.919 42.973 48.649 51.892 54.827 55.135 56.418 58.209 58.378 60 B.E C,F A B,E 50.4 70.0 C,F A -75.0 70.0 -90.0 70.0 -482 48.2 B,E C,F A -75.0 -87.0 -44.9 B,E C,F A -75.0 70.0 -73.2 70.0 -42.8 42.8 B,E C,F A -75.0 -88.3 -41.4 B,E -69.4 89.4 -42.4 42.4 C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F Clare: 54 NEG POS - 58.1 58.1 26 NEG POS -75.0 70.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 - 90.0 -74.4 -75.0 -90.0 -74.3 -75.0 - 90.0 -72.9 -75.0 -90.0 Dale: Moir= 6/23/05 D row Marke"ay. 12/17/02 AK 7/10103 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 36 NEG POS -75.0 70.0 -75.0 -90.0 -69.1 -75.0 -90.0 -80.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 76.0 -90.0 -47.3 -75.0 -90.0 -46.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.6 -75.0 -80.0 -43.5 -75.0 -90.0 -42.2 -75.0 -90.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 383/8 NEG POS -75.0 70.0 -75.0 -90.0 -83.4 -75.0 - 90.0 -572 -75.0 -90.0 -50.4 -75.0 -90.0 -46.8 -75.0 -90.0 -44.0 -76.0 -90.0 -43.8 -75.0 -90.0 -42.6 -75.0 -90.0 -412 -78.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 70.0 70.0 83.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 46.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 412 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 43 NEG POS -74.1 70.0 -75.0 -80.0 -56.5 -75.0 -90.0 432.1 -75.0 -90.0 -54.5 -75.0 - -51.3 -75.0 -90.0 -48.4 -75.0 -85.8 -47.9 -75.0 -85.0 -46.7 -75.0 -82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.6 -43.5 -75.0 -77.1 70.0 70.0 56.5 70.0 70.0 82.1 70.0 70.0 64.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 8 ADO GLASS TYPE E TO TABLE 11 Revision C NO CHANGE 77415 SHEET CHANGE ANCHORS AND ADD TB' HEIGHT OPTION 48 NEG POS - 84.9 84.9 -75.0 -90.0 -50.4 -75.0 -90.0 -552 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.8 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -89.3 -41.4 -75.0 -69.1 -40.4 -75.0 -67.3 70.0 70.0 70.0 55.2 70.0 70.0 50.7 '70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 -73.7 70.0 70.0 41.5 70.0 69.3 41.4 70.0 70.0 87.3. -75.0 70.0 -90.0 70.0 -7.5 47.5 -75.0 70.0 -75.0 -79.5 70.0 -45.5 45.5 -75.0 70.0 -75.0 70.0 - 68.8 68.8 -41.6 41.6 -75.0 70.0 -67.3 67.3 - 40.4 40.4 -75.0 70.0 -85.3 65.3 - 40.3 40.3 -75.0 70.0 -65.1 65.1 -39.2 39.2 -75.0 70.0 -83.3 63.3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 -75.0 -90.0 -44.1 -75.0 -90.0 -49.1 -75.0 -73.8 -42.7 -75.0 -64.7 -41.1 -75.0 -64.1 -40.2 -75.0 -62.5 -38.9 -76.0 -60.6 -38.8 -76.0 -80.5 -37.7 -75.0 -59.1 70.0 70.0 44.1 70.0 70.0 48.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 84.7 41.1 70.0 64.1 40.2 70.0 62.5 38.9 70.0 80.6 - 38.8 70.0 60.5 37.7 70.0 59.1 57 NEG POS -58.1 58.1 -75.0 -90.0 -41.6 -75.0 -90.0 -48.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -75.0 -84.8 -39.5 -75.0 -81.0 -39.3 -75.0 -60.5 -38.7 -75.0 -592 -37.7 -76.0 -57.8 -37.8 -75.0 -57.4 -38.7 -73.3 -55.9 PST yLvihly Better 70.0 70.0 41.8 70.0 70.0 48.2 70.0 70.0 42.0 70.0 40.7 70.0 64.8 70.0 39.3 70.0 80.5 38.7 70.0 59.2 37.7 70.0 57.6 37.8 70.0 57.4 70.0 60 NEG POS -75.0 -90.0 -39.2 -75.0 -89.4 -75.0 -77.2 -40.1 -75.0 -38.6 -37.5 -58.4 -37.3 -57.9 -36.9 -362 -72.4 -54.7 -72.3 -54.6 -35.5 40.4 -71.0 -53.0 Sederrodat 70.0 70.0 39.2 70.0 70.0 43.6 70.0 40.1 70.0 70.0 61.4 37.5 70.0 68.4 37.3 70.0 70.0 382 70.0 54.7 70.0 70.0 63 -50.5 50.5 -75.0 -90.0 -73.8 -85.2 -41.1 -73.1 -75.0 -63.1 -732 -58.8 -35.7 -55.7 -35.5 -71.0 -35.0 -70.1 -53.8 -34.3 -51.9 -34.3 -61.7 -33.7 -50.0 Sralw NTS 70.0 70.0 36.9 70.0 70.0 41.1 70.0 70.0 70.0 63.1 70.0 58.8 70.0 55.7 35.5 70.0 552 35.0 70.0 53.8 34.3 68.6 61.9 34.3 68.6 61.7 33.7 67.4 50.0 67 -55.01 55.0 -55.01 55.0 45.0 55.0 -52.11 52.1 -50.11 50.1 -48.01 48.0 -46.3148.3 -55.01 55.0 45.81 55.0 4811 &Ls -47.71 47.7 47.21 47.2 43.81 43.8 42.81 42.8 9 or 13 7045 -47.7147.7 • • • • • • "XO" & "Or WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12A. AU. 9cor SIZES UP TO 134" WIDE x 63" HIGH WITH 37' MAX VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL 'AO" or "Or SIZES UP TO 97" WIDE x 63" HIGH WITH 37' MAX. VENT VVIDTH AND 60" MAX. FIXED WIDTH ALL "XOX" SIZES UP TO 134" WIDE x 78" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIMS UP TO 97" WIDE x 78° HIGH VVITH 37" MAX. VENT VVIDTH AND 60' MAX. FIXED WIDTH TEST REPORT: FTL-3580 "XO" or "Or & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 A -55.0 70.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • PRESSURES- UNEQUAL CONFIG. X0, OX & XOX raw ALUMINUM CASEMENT WINDOW, IMPACT Raz 0 UNEQUAL LITES 0 UNEQUAL UTES 0 UNEQUAL WES • • • • • PE #88201 Mechanical • • • • • • • • Rated By /Ws F.K. 3/25103 Rsnd By. Oab. F.K. 7110/03 Rama By Oats: F.1( 6123/05 Oran" Sr Mice F.K. 12/17/02 MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT Revitansc 8 Asses* C RavWUr. D n aeedsr ADD 13/18" LO. GLAZING BEAD ITEM SHOW TOP HINGE CHG SHT. NO. REF. AND ADD ITEM 89 Data: MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT 1070TECHHOLOGYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 94274 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 OGG MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT __ Owr - I-- DAYLIGHT OPENING -1 (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX Visibly Better MAX. VENT (+ DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X SECTIONS T ALUMINUM CASEMENT WINDOW, IMPACT surrrerm e CA-740 NTS Sheet 10 a 13 Ima�ro 7045 -8 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 REFERENCE XX" FRAME ASSEMBLY DETAIL, SHEET 11 j • • • • •• • • •••• • • •.•. • • •• •• •DUCT REVIsED aloaphisto C wII.III�e • • • • • • • • • • • • •••• • • • •••• • • • • • • ••• • ••• • • • • • •• • • • • Lucas A Turner, P.E. PE 958201 Mechanical • •' • • • • • • #12 TEK SMS NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 FRAME ASSEMBLY 13" MAX. AX. X. O.C. W/ (2) SCREWS TUBE, MAIL: 6063 -T6 i 3" APART AT MID -SPAN "X" FRAME JAMB "X" FRAME JAMB All 111 i' I II - 1I i vi ff "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB Rend By D"e: F.K 3/25/03 Raa°rar. Date: , F.N. 7/10//03 Rera4 Data: F.K 5/23/05 Drawn By Est. F.K. 12/17/02 "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL Rwhbec s #8x1 QUAD PH SMS (2) PER CORNER NO CHANGE THIS SHEET Realabaa C NO CHANGE mis SHEET Reviabr"• D ADD ITEM 89 Checked 6y. Oafs: #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL SASH FRAME ASSEMBLY DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL P Visibly Better s,"arkme": CA-740 Seale: NTS –0 1.376" .095° CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 MAIL: 6063 -T6 DWG# 7003A .438" L -2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT 11 a 13 txiawea e 7045 -8 • . • • • •• • • .062" NOM. L 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A .159" 2.139" roel/cr wawa OSASH FRAME HEAD, SILL, JAMB AI / • • •••••• .•• • • • • • • • •••e • ••••• t • • .• '• •• • • a 3.544" • • • • 062" • • •••• •••••• NOM. • •.... • • • • • • •• • .•• • • • •• • •• Lucas k Yvmer, P2. PE 0E18201 Mechanical 2.919" •••• • • • • •••••• PARTS LIST ITEM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 7006 7040 1635 331 7004A 7011 7012 7019 72 7018 POT. # 781PQA 781PQA 67017K 78X78PPSMS 7858ZA 710x12FP 611147 1634 61631( 61635K 60976 78x12PSTW/B 67004 712X1PPT 711573 7FLDHD DESCRIPTION MAIN FRAME - EIFAD, SILL & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER KRY 112"X1/2 "X118" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI-POINT LOCK , LACK SUPPORT PLATE #10 -24 X.562 PH. PN. TYPE F MULTI-LOCK KEEPER (R.H. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE. BAR ASSRMBT,Y MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8-32 X 375 PH. PN. TYPE B STUD BRACKET (LH. &Rx) #8 X S/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" RANGE (HEAVY DUTY) #10 X.500 PH. PHL. 5/16' LAMINATED (1/8A & 1/8x3 GLASS) .090INTERLAYER- SOLUTIA OR DUPONT PVB 5n6" LAMINATED (1/8HS & 1/8HS GLASS) .0901 NTERLAYER- SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /I6HS GLASS) .090 BNTERLA.YE R - SOLUTUI OR DUPONT PVB 7/16" LAMINATED (3/16118 & 3/16HS GLASS) 090 INTERLAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16') GLAZING BEAD (7/16") VINYL BULB WSTP (THICK) SILICONE • DOW CORNING 899, 995 OR PANTY. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTII SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEEC SMS CASEMENT FRAME ASSY. TUBE #12 X 1" PH. PHIL. TEK 1.00K SUPPORT PLATE. LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE PARTS LIST CONT. I1EM 73 74 75 80 81 82 83 85 86 87 88 89 DWG # 7025 7015 1155 7010 7007 7047 7071 PGT. # 70834A 7005A 781PQA 67407 13/16" 13/16" 13/16" 67071 DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPRR #8 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & JAMBS #B X I QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER GLAZING BEAD (13/16" LO.) LG. GLASS (1 /8"HS, AIR SPACE, 5/16" AML) 5/16" LAMI = (2) LEES OF U8"HS GLASS WITH AN.090INTF.RLAYER - SOLUTIA OR DUPONT PVB LG. GLASS (1/8"115, AIR SPACE, 7/16 "(AM1) 7/16" LAMI 3/16A & 3 /I6HS GLASS WITH AN.090 INTE.RLAYER - SOLUTIA OR DUPONT PVB LG. GIASS (1/8"BS, AIR SPACE, 7 /16 "IAMI) 7/16" LAMI 3/16115 & 3/16H9 GLASS WITH AN.090 INTERLAYER - SOI U TJA OR DUPONT PVB CASEMENT BACKING PLM E (SEE NOTE 4, SHEET 13) .706" .050" .865" 0 5/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523° —4 1 .050° .865" 0 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040° 1.000" .423° -J i• -- 0 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 .125" I I-- .172° .870" w ? .050" .062" ��� .289" MAIL: 6063 -T6 .093" J 0 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 • is 2! 1°01 • Paol umalevisso 1 rrameo • .sue J 1r ••••: f Es • Lt — ••••. �--• • • • • 569" • • fy •••• 0 13/16" GLAZING BEAD • ••e • • • DWG #7047 0 .00' 0 • 0000' • ••••.• • • ••••4 1.124.„-- .. • •••e° " ••)• 00 • • • • • • 00 • • •••• ••• • • • •• c(t2rta� • • • • ••• ° • rtanear F.K. FK 3123/03 7/10/03 9 — F.K Ogle: 6/23/06 Re Reirldons 8 C - RevGkaw D Om at* D,9,, C1r"d:edgy. Droe: F K, 12/17/02 ADD 13/16* LG. GLASS & GLAZING BEAD NO CHANGE THISSHEET ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIB, FL 34274 PcT Visibly Better PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT SedralMadot CA-740 NTS era"• 12 N 13 omane nu 7045 -8 Reic D Lucas A. Tamer, P.E. PE #58201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM-1 r- ASEE NOTE 2 A SEE NOTE 4 Rersd B O RIC reeerer man F.K. 7/10/03 Roved Bin rm.: F.K. 6123/05 ore.,, 87 oar.: F.K. 12/17/02 OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK B RerRbne: C D [heated By NO CHANGE TH1S SHEET NO CHANGE THIS SHEET Dare 1/4" MAX. SHIM A SEE NOTE 1 A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM _T E n r uu,iunmr.im.m'a A SEE NOTE 1 ;; ..� _ 11/4" MIN. OPERABLE UNIT FRAME TO CONCRETE REVISE NOTES AND REMOVE 3/16" TAPCONS & /! SCREWS 1 1/2" I 1 1/4" -.- MIN. MIN. SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK A SEE NOTE 4 1070 TECHNOLOGY DM'S NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 94274 PI Z Visibly Better A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM I�--- A SEE NOTE 2 I 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE ime Sewn"a t CA -740 L�< 1 1/2° 1, MIN. . FIXED UNIT FRAME TO WOOD BUCK 11/2 "OR MORE THICK A SEE NOTE 4 NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. oegatptlaw ANCHORAGE DETAILS NTS 13 a 13 I - A 1x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM SEE NOTE 1 ALUMINUM CASEMENT WINDOW, IMPACT 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAIF' APPLY TO HEAD••: • SILL, AND JAMB. 70454 . • • •••• • ••• •••. • •• •••a • • • •• • • •• • • • • =Ls vela ^Ma • • • • • • • • • •••• • • •••• ••• • • • •• L /GS Lucas A Tumor, P.E. PE 058201 Mechanical • • • • • • • • • MIAM COUNTY BUILDING CODE CO PRODUCT CONTROL NOTICE OF AC Pella Corporation 102 Main Street Pella, IA 50219 SCOPE: . • • • • . • . • • • • • • • • • • • • •• • • • • . .. • • .. . • • • • • • • • • • • •• • • •. • • • • • • • • • • • • • ••• • • MIAMI-DADE COUNTY, FLORIDA • ; ; • METRO -DADE FLAGLER BUJ DING • • :140 NEST 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 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Mullion System for Hurricane Impact APPROVAL DOCUMENT: Drawing No. 1252, titled "Plate Mullion," sheets 1 through 4 of 4, prepared by W.W. Schaefer Engineering & Consulting, P.A., dated 09/14/04, signed and sealed by Warren W. Schaefer, 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, and followed by the expiration date may be displayed in advertising literature. Jf any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of the 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, as well as approval document mentioned above. The submitted documentation was reviewed by Hermini� o F. Gonzalez, P.E., Director, BCCO NOA No 05- 0105.01 Expiration Date: March 24, 2010 Approval Date: March 24, 2005 Page 1 \At(C45 Pella Coraoration • .. • • • • . . .• • • • • • • • •. • • • • • • • • • •. . • • • • • • • • . . . • • • • • E -1 • • • • •• • • • .. . .. .. .. 1' NOTICE OF ACCEPTANCE }EV1EN(' dUBMITTED A. DRAWINGS • 1. Manufacturer's die drawin • anO • • • • . • • •• • • 2. Drawing No. 1252, titled " Pldte2V lugioa':Shiegts.l.ttirough 4 of 4, prepared by W.W. Schaefer Engineering & Consulting, 1.A dated 09 /14/04 with revision, signed and sealed by Warren W. Schaefer, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a plate clipped mullion, prepared by Architectural Testing, Test Report No.AT 02 - 50043.01, dated 03/23/04, signed and sealed by Steven M. Urich, P.E. C. CALCULATIONS: 1. Anchor Calculations, ASTM -E 1300, and structural analysis, prepared by W.W. Schaefer Engineering & Consulting, P.A., dated 09/25/03 signed and sealed by Warren W. Schaefer, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and no financial interest, 09 /15/04, signed and sealed by Warren W. Schaefer, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) e ll Herm into F. Gonzalez, P.E. Director, Building Code Compliance, NOA No 05- 0105.01 Expiration Date: March 24, 2010 Approval Date: March 24, 2005 f • "A" = LESSER OF (MUWON LENGTH /2) OR (TRANSOM HEIGHT /2) "B" = MUWON LENGTH /2 SINGLE WINDOW OR DOOR WITH FIXED TRANSOM (SEE LOAD TABLE 1.0) NOTE WINDOW/DOOR MAY BE ANY FIXED OR OPERABLE UNIT NOTE MUWON MAY BE HORIZONTAL OR VERTICAL GENERAL NOTES ( ALL DRAWING SHEETSI: 1. DOORS & WINDOWS SHALL. BE UNDER SEPERATE N.OA SEE THE PRODUCTS SPECIFIC N.O.A. FOR THEIR USE 2. THESE MUWON SYSTEMS HAVE BEEN ANALYZED AND CERTIFIED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE LOAD TABLES. 3. OPENINGS, INCLUDING BUCKS (IF USED AS SUPPORT), MUST BE DESIGNED & CONSTRUCTED TO WITHSTAND WIND LOADS TRANSFERRED BY THE MUWONS END REACTIONS & SUPPORTED WINDOWS /DOORS. 4. ALL MATERIALS & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. 5. THESE MUWON SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC) FOR HIGH VELOCITY HURRICANE ZONES HVHZ. 6. ANY ALUMINUM CLAD WOOD PRODUCT APPROVED WINDOW /DOOR MAY BE SUPPORTED BY THESE MUWONS PROVIDING THEY ARE PROPERLY ANCHORED TO THE MUWON & THE FRAME CROSS SECTION IS NO SMALLER THAN THE FRAME SECTIONS SHOWN N THE MUWON DETAILS. 7. ALLOWABLE PRESSURE ON THE MULLED UNIT SHALL BE CONTROLLED BY THE LESSER ALLOWABLE PRESSURE OF THE MUWON OR THE INDIVIDUAL DOOR/WINDOW UNITS. 6. WINDOW /DOOR SIZES SHALL BE AS RESTRICTED BY THEIR OWN INDIVIDUAL APPROVALS. 9. FOR WINDOW OR DOOR FRAME TO OPENING ATTACHMENT, SEE THE RESPECTIVE PRODUCT APPROVAL DRAWINGS /SPECIFICATIONS FOR THE WINDOW /000R. MUWON LOAD AREA CONSIDERED SEE SHEET 3 FOR TYP. MUWON X- SECTIONS. FIXED WINDOW TO FIXED WINDOW WHEN WINDOW WIDTHS ARE LESS THAN OR EQUAL TO THE MUWON LENGTH (SEE LOAD TABLE 1.0) NOTE MUWON MAY BE HORIZONTAL OR VERTICAL 10. MUWON LENGTHS & LOAD WIDTHS ARE RESTRICTED BY THOSE SHOWN IN THE TABLES. 11. THE LOADS IN THESE TABLES CONSIDER WORSE CASE OF MUWON STRESS, DEFLECTION AND END REACTION. 12. ANY CONDITIONS NOT COVERED IN THIS CERTIFICATION SHALL BE SUBJECT TO SEPERATE ENGINEERING REVIEW. 13. ALL PLATE MUWONS SHALL BE 6061 -T6 ALUMINUM. ALL CONNECTION CUPS SHALL BE MIN. 3161. STAINLESS STEEL 14. PLATE MUWONS MUST BE CONTINUOUS FROM END TO END. 15. WHEN VERTICALLY STACKED, THE MANUFACTURER /INSTALLER SHALL INSURE THAT THE DEAD WEIGHT OF THE ABOVE WINDOWS WILL NOT CAUSE UNDO STRESS ON THE BELOW WINDOWS. THESE MUWONS ARE DESIGNED TO SUPPORT WIND LOAD ONLY & ARE NOT CONSIDERED TO SUPPORT DEAD LOAD OF THE WINDOWS /DOORS. 16. THIS MUWON PRODUCT HAS BEEN TESTED IN ACCORDANCE WITH FLORIDA BUILDING CODE PROTOCOLS TAS -201, TAS -202 & TAS -203 FOR LARGE MISSILE IMPACT, STRUCTURAL & CYCUC TESTING. 17. THESE MULLIONS ARE ACCEPTABLE FOR USE WITH IMPACT & NON - IMPACTED RATED WINDOWS & DOORS. X- SECTIONS. SEE SHEET 3 FOR TYP. MUWON X- SECTIONS. DOUBLE PANEL DOOR OR CASEMENT WINDOW (IN Ali s (SEE LOAD TABLE 2.0) NOTE DOORS & WINDOWS MAY BE SWING OR SUDING. App velitt Dee ► -Y� s v asi, /iL'ff�1 Bl •• •• W INDOW /d1 OR UWO4 LOAD •••• • AREA • CONSIDI • • • •• SHEET Na 1 OF 4 1252 -A- I / •e• II I I it uW .vrrvnI DETAIL ON I3 1 II LL _ SEE SHEET 3 FOR TYP. MUWON aTAII7EN SHEETS II — �JJ LOAD WIDTH = A + B F1XED WINDOW TO AXED WINDOW WHEN WINDOW WIDTHS ARE GREATER IRAN THE MUWON LENGTH (SEE LOAD TABLE 1.0) MUWON LENGTH sffaulNliorsuTopair 1 DETAIL ON SHEETS 33 j % % /.// / / /�••�� § • 1 iI I I II // I11 111 . ll_ — 1 1 MAIM 11 I LOAD AREA I • 1 11 CONSIDERED 1 1 1 111 I WINDOW /DOOR I FOR THIS II MUWON. SEE I RESPECTIVE OR OT WIND/DOOR 1 '/ I I APPROVAL L _ TWO (2) SINGLE DOORS OR WINDOWS (SEE LOAD TABLE 3.0 NOTE: DOC /WINDOWS MAY BE OPERABLE OR FIXED. \ i H _ // °B° ii- SECTIONS. • 1I u 1 1 .+. CENTER OF MUWON 3R TYP. II X— SECTIONS11 SEE MUWON END SUPPORT DETAIL ON SHEETS 3 LOAD WIDTH MUWON LOAD = (A + B) /2 -H AREA CONSIDERED CENTER OF CENTER OF WINDOW WINDOW SINGLE OPERABLE DOOR/WINDOW TO A SINGLE OPERABLE OR FIXED DOOR/WINDOW (SEE LOAD TABLE 5.0) If" - - - i 1 // //I I I 1 / sEE sH / 3 FOR TYP. I / MUWON X- 9E9101%1S. LL ' MUWON iL = X — 1 JJ . I L- LO , WIDTH AREA CONSIDERED MUWON LOAD OF (A + B) /2 OF WINDOW/DOOR PANEL WINDOW /DOOR DOUBLE PANEL OPERABLE DOOR/WINDOW TO A SINGLE DOOR OR FIXED SIDELIGHT (SEE LOAD TABLE 5.0) NOTE: DOORS & WINDOWS MAY BE EITHER SWING OR SLIDING. S SEE L. .1 TABLE 4.0 NOTES; 1. TRANSOM MAY BE SINGLE OR MULTIPLE WINDOWS. 2. BASE UNITS CAN BE ANY TYPE OF DOOR OR WINDOW INCLUDING SLIDING TYPE. ° B ° 1 - II I I I ►I III I li I II SEE MULLION END SUPPORT c I II DETAIL ON J u SHEETS 3 II 11 111 '% 11 LI— D CENTER OF WINDOW II jL 1 _ FOR THIS MUWON. 41 r - �1 1 - � - 1 i 1 1 1 -1 - . - SEE RESPECTIVE i II I OOiHERMUUWOOWR L t Li JLL J J APPROVAL L� MULTIPLE (SEE LOAD TABLE 4.04 (CONTINUOUS MUWON MAY BE HORIZONTAL OR VERTICAL•(HORIZONTAL • •• • ••• / I 1 1 SEE / 3 FOR TYP. I MUWON A X— SECTIONS. MUWON LOAD AREA CONSIDERED A . - I LOAD WIDTH = (A + B) /2 I I CENTER OF CENTER OF WINDOW /DOOR WINDOW /DOOR PANEL PANEL pOUBLE PANEL OPERABLE DOOR/WINDOW TO A DOUBLE PANEL OPERABLE DOOR/WINDOW DiO (SEE LOAD TABLE 5.0) NOTE: DOORS & WINDOWS MAY BE EITHER SWING OR SLIDING. • 1 1.1•..\ 1 • 1.1L••.• \I • StE MULLION B4D> ON • I I // 1 CENTER W OF INDOW SEE SHEET 3 FOR TYP. MUWON X— SECTIONS. • •••• ••• • • . • •. a cg, 2 s uN DRAWING NO. 1252 1 sicEr NO. 2 01 4 5 1/2 MIN. JAMB DEPTH WINDOW FRAME (REF. RESPECTIVE PRODUCT APPROVAL) MUWON ° A ° (WITHOUT S.S. BAR REINFORCEMENT) DIRECT GLAZED WINDOW FRAMES SHOWN. OTHER PRODUCT APPROVED PELLA ALUMINUM CLAD WOOD PRODUCT FRAMES ALSO APPLICABLE PROVIDING FRAME CROSS SECTION SIZES ARE EQUAL TO OR GREATER THAN THOSE SHOWN 3/8° CONTINUOUS OF POLYURETHANE AT MUWON ARMS 0.216 THRU C'SINK 82' (W) ®MUWON END CUP 316L STAINLESS STEEL .216 THRU C'SINK 82' (iW.) 0.250 5 1/2 MIN. JAMB DEPTH BEAD SEALANT .MUWON ° B ° (WITH S.S. BAR REINFORCEMENT) DIRECT GLAZED WINDOW FRAMES SHOWN. OTHER PRODUCT APPROVED PELLA ALUMINUM CLAD W000 PRODUCT FRAMES ALSO APPLICABLE PROVIDING FRAME CROSS SECTION SIZES ARE EQUAL TO OR GREATER THAN THOSE SHOWN 5.078 Fr j » 0.874 0.500 0.188 I ®PLATE MUWON 6061 -T6 ALUMINUM H3.750---t 0.105T r 0.328 0.047 T - -I�i -- 0.888 OEKEEKIE BAR REINFORCEMENT MUWON COVER 304 STAINLESS STEEL 6063 -T5 ALUMINUM ....... ...� ,.. wmu nlK.nnraO WINDOW FRAME (REF. RESPECTIVE PRODUCT APPROVAL) WINDOW CLADDING (REF. RESPECTIVE PRODUCT APPROVAL) TABLE NQTES:' 1. 2. 3. REINFORCEMENT TO BE CONTINUOUS & EXTEND TO WITHIN 3° OF MUWON ENDS ( EXTERIOR ( INDMDUAL UNIT SIZES & SHUTTER REQUIREMENTS ARE LIMITED BY THEIR OWN INDMDUAL ° CERTIFICATION ° . IN ORDER TO SIMPUFY TABLES, TABLE PRESSURES ARE LIMITED TO 100 PSF. MUWON 1/3 STRESS INCREASE HAS NOT BEEN CONSIDERED IN THE CALCULATION OF THESE PRESSURES. MIN. 2X4 NO. 2 SOUTHERN PINE W000 BUCK OR FRAMING NO. 10 X 3" SMS. PREDRILL 00.15 HOLES INTO WOOD SUBSTRATE PRIOR TO PLACING SCREWS INTERIOR 1 TYPICAL MUWON END SUPPORT 6 • •1! 80.2 • 93.6 : • 65 4 62.4 47.6 70.2 76.1 100 100.0 .• •Ja• 35.5• •,6 • 38.7 42.7 78 84 90 • • • 96 • • • • 120 72 53.3 61.5 60 99.9 100.0 72 70.9 945 66 775 100.0 60 85.1 100.0 54 94.5 100.0 48 100.0 100.0 72 61.1 75.7 66 _ 66.7 82.6 60 73.4 90.8 54 81.5 100.0 48 91.7 100.0 42 100.0 100.0 66 58.1 67.1 60 63.9 73.9 54 71.0 82.1 48 79.9 • • ✓i3s3 42 91.E t00.6i 36 • 100.0 • •1 0.0 '72: 46.8 66 51.1 96.3• • .6s • 56.2 609 • • •••1i4.• 41.5 108 • *8 • 53 4 • 42 • 60.9 • 61.1 • 36. 1 71.0 •717 30 • 852 :..5 • • 24 ' 100.0 1 '' 72 26.0• 66 28.2 28.3 60 31.1 31.2 54 34.5 34.6 38.8 38.9 42 44.4 44.5 36 51.8 L 51.9 30 62.1 62.3 24 77.6 77.9 A WIMP Ai. _4. 1 1 125 OHEEr N0. 3 or 4 72 5 60 8 84.0 8 84.0 54 9 93.3 9 93.3 48 1 100.0 1 100.0 60 7 77.5 7 77.5 78 5 54 8 86.2 8 86.2 48 9 96.9 9 96.9 42 1 100.0 1 100.0 60 7 72.0 7 72.0 54 8 80.0 8 80.0 48 9 90.0 9 90.0 42 1 100.0 1 100.0 60 6 63.9 6 67.2 54 7 71.0 7 74.7 90 4 48 7 79.9 8 84.0 42 9 91.3 9 96.0 36 1 100.0 j jgO. 60 5 56.2 • • 60.9 ,a • 54 • 6 62.4 6 6P&• 96 • • 48• • • 70.2 • J1.1 . 11 F2 ' ' 80.2 8 • J ••if••• 9 93.6 1 _ 30• 1 100.0 1 100.4 • *eV '. 4 42.6 4 42.7 •5k• • 4 47.3 • •47.5 • • 48 • •53.3 • �4' 4 " • • � -. es. I ao.0 84 72.0 72.0 36 8 7.6 100.0 78 77.5 77.5 30 100.0 100.0 60 72 84.0 84.0 90 28.9 40.6 66 91.6 91.8 84 30.9 43.5 60 ' 100.0 100.0 78 33.3 46.8 84 85.5 65.5 72 36.1 50.7 78 70.5 70.5 66 39.4 55.3 72 ' 76.4 76.4 60 43.3 60.9 88 83.3 83.3 96 54 48.1 67.6 60 ' 91.6 91.6 48 54.1 76.1 54 " 100.0 100.0 42 61.9 86.9 90 56.0 56.0 36 72.2 100.0 84 60.0 60.0 30 86.6 100.0 78 L 64.6 64.6 24 100.0 100.0 72 72 70.0 70.0 90 - 28.5 66 . 76.4 76.4 84 - 30.5 60 84.0 84.0 78 - .32.9 54 • 93.3 93.3 72 - 35.6 48 ,, 100.0 100.0 66 27.7 38.9 90 51.7 51.7 60 30.4 42.7 84 ( .55 .4 55.4 108 54 33.8 47.5 78 ..59.6 59.6 48 .38.0 53.4 72 ^ 64.8 64.6 42 43.5 61.1 78 66 70.5 70.5 36 50.7 71.2 60 77.5 77.5 30 60.8 85.5 54 : 86.2 86.2 24 78.0 100.0 48 96.9 96.9 66 - 28.3 42 100.0 100.0 60 - 31.2 90 43.1 48.0 54 - 34.6 84 • 46.2 51.4 48 27.7 38.9 78 49.7 55.4 120 42 31.7 44.5 72 53.9 60.0 36 37.0 51.9 66 58.8 65.5 30 44.4 62.3 84 60 64.7 72.0 7 24 55.4 77.9 54 71.8 80.0 48 - 29.3 48 80,8 90.0 42 - 33.4 42 92.4 100.0 132 36 - 39.0 36 100.0 100.0 30 - 46.8 90 35.0 44.8 24 - 58.5 84 37.5 48.0 42 - 25.8 90 78 40.4 51.7 144 36 - 30.1 72 43.8 56.0 30 - 36.1 66 47.8 61.1 24 - 45.1 60 52.8 67.2 72 78 84 90 96 66 84 78 72 66 60 84 78 72 66 60 54 48 84 78 72 66 60 54 48 42 84 78 72 66 60 48 42 36 84 78 72 66 60 54 48 42 36 30 100.0 71.3 76.8 83.2 90.8 99.9 60.8 65.4 70.9 77.3 85.1 94.5 100.0 52.4 56.4 61.1 66.7 73.4 81.5 91.7 100.0 45.6 49.2 53.3 58.1 63.9 71.0 79.9 91.3 100.0 40.1 43.2 46.8 51.1 56.2 62.4 70.2 80.2 93.6 100.0 100.0 85.7 92.3 100.0 100.0 100.0 79.1 85.2 92.3 100.0 100.0 100.0 100.0 64.9 69.9 75.7 82.6 90.8 100.0 100.0 100.0 528 56.8 61.5 67.1 73.9 82.1 92.3 100.0 100.0 43.5 46.8 50.7 55.3 60.9 67.6 76.1 86.9 100.0 100.0 TABLE NOTES; 1. INDMOUAL UNIT SIZES & SHUTTER REQUIREMENTS ARE LIMITED BY THEIR OWN INDMDUAL ° CERTIFICATION ". 2. IN ORDER TO SIMPLIFY TABLES, TABLE PRESSURES ARE LIMITED TO 100 PSF. 3. MUWON 1/3 STRESS INCREASE HAS NOT BEEN CONSIDERED IN THE CALCULATION OF THESE PRESSURES. 72 78 84 90 96 108 120 66 84 78 72 66 60 84 78 72 66 60 54 48 84 78 72 66 60 54 48 42 36 84 72 66 60 54 48 42 36 84 72 66 60 54 48 42 36 84 72 66 60 54 48 42 36 66 54 48 42 36 100.0 71.3 76.8 83.2 90.8 99.9 57.7 62.1 67.3 73.4 80.7 89.7 100.0 46.2 49.7 53.9 58.8 64.7 71.8 80.8 92.4 100.0 37.5 43.8 47.8 52.6 58.4 65.7 75.1 87.6 30.9 36.1 39.4 43.3 48.1 54.1 61.9 72.2 25.3 25.3 27.7 30.4 33.8 38.0 43.5 50.7 27.7 27.7 31.7 27.7 31.7 37.0 100.0 85.7 92.3 100.0 100.0 100.0 79.1 85.2 92.3 100.0 100.0 100.0 100.0 64.9 69.9 75.7 82.6 90.8 100.0 100.0 100.0 100.0 52.8 61.5 67.1 73.9 82.1 92.3 100.0 100.0 43.5 50.7 55.3 60.9 67.6 76.1 86.9 100.0 30.5 35.6 38.9 42.7 47.5 53.4 61.1 71.2 28.3 31.2 34.6 38.9 44.5 51.9 Wa.0 1uu.0 INSTRUCTIONS FOR TABLE USE 1. DETERMINE REQUIRED WIND PRESSURE FOR THE OPENING. 2. DETERMINE THE MUWON LENGTH & LOAD WIDTH USING THE APPLICABLE ELEVATION ON SHEETS 1 & 2. 3. FIND ALLOWABLE PRESSURE UNDER APPLICABLE MUWON TYPE. MUWON A = NON - REINFORCED PLATE MUWON (SEE MUWON CROSS SECTIONS ON SHEET 3) MUWON °e° = BAR REINFORCED PLATE MUWON (SEE MUWON CROSS SECTIONS ON SHEET 3) -- _ L 54 1 100.0 i 100.0 72 78 84 90 96 66 84 78 72 66 60 84 78 72 66 60 54 48 84 78 72 66 60 54 48 42 84 78 72 66 60 48 42 36 84 78 72 66 60 54 48 42 36 30 100.0 71.3 76.8 83.2 90.8 99.9 60.8 65.4 70.9 77.3 85.1 94.5 100.0 52.4 56.4 61.1 66.7 73.4 81.5 91.7 100.0 45.6 49.2 53.3 58.1 63.9 71.0 79.9 91.3 100.0 40.1 43.2 46.8 51.1 56.2 62.4 70.2 80.2 93.6 100.0 100.0 85.7 92.3 100.0 100.0 100.0 79.1 85.2 92.3 100.0 100.0 100.0 100.0 64.9 69.9 75.7 82.6 90.8 100.0 100.0 100.0 528 56.8 61.5 67.1 73.9 82.1 92.3 100.0 100.0 43.5 46.8 50.7 55.3 60.9 67.6 76.1 86.9 100.0 100.0 TABLE NOTES; 1. INDMOUAL UNIT SIZES & SHUTTER REQUIREMENTS ARE LIMITED BY THEIR OWN INDMDUAL ° CERTIFICATION ". 2. IN ORDER TO SIMPLIFY TABLES, TABLE PRESSURES ARE LIMITED TO 100 PSF. 3. MUWON 1/3 STRESS INCREASE HAS NOT BEEN CONSIDERED IN THE CALCULATION OF THESE PRESSURES. 72 78 84 90 96 108 120 66 84 78 72 66 60 84 78 72 66 60 54 48 84 78 72 66 60 54 48 42 36 84 72 66 60 54 48 42 36 84 72 66 60 54 48 42 36 84 72 66 60 54 48 42 36 66 54 48 42 36 100.0 71.3 76.8 83.2 90.8 99.9 57.7 62.1 67.3 73.4 80.7 89.7 100.0 46.2 49.7 53.9 58.8 64.7 71.8 80.8 92.4 100.0 37.5 43.8 47.8 52.6 58.4 65.7 75.1 87.6 30.9 36.1 39.4 43.3 48.1 54.1 61.9 72.2 25.3 25.3 27.7 30.4 33.8 38.0 43.5 50.7 27.7 27.7 31.7 27.7 31.7 37.0 100.0 85.7 92.3 100.0 100.0 100.0 79.1 85.2 92.3 100.0 100.0 100.0 100.0 64.9 69.9 75.7 82.6 90.8 100.0 100.0 100.0 100.0 52.8 61.5 67.1 73.9 82.1 92.3 100.0 100.0 43.5 50.7 55.3 60.9 67.6 76.1 86.9 100.0 30.5 35.6 38.9 42.7 47.5 53.4 61.1 71.2 28.3 31.2 34.6 38.9 44.5 51.9 Wa.0 1uu.0 INSTRUCTIONS FOR TABLE USE 1. DETERMINE REQUIRED WIND PRESSURE FOR THE OPENING. 2. DETERMINE THE MUWON LENGTH & LOAD WIDTH USING THE APPLICABLE ELEVATION ON SHEETS 1 & 2. 3. FIND ALLOWABLE PRESSURE UNDER APPLICABLE MUWON TYPE. MUWON A = NON - REINFORCED PLATE MUWON (SEE MUWON CROSS SECTIONS ON SHEET 3) MUWON °e° = BAR REINFORCED PLATE MUWON (SEE MUWON CROSS SECTIONS ON SHEET 3) -- _ L 54 1 100.0 i 100.0 BUILDING CODE CO PRODUCT CONTROL D • • .•• • • • • • • • • . • • • • • •• • • • • • • • • • • • • ..• • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE (NOA) _•• .. • •• ••• •• Pella Corporation • • • • NIIAMI DADE COUNTY, FLORIDA • • • •• • • • • . • • • . '1 r TRO -DADE FLAGLER BUILDING • • • • • • • • . 1�IO FLAGLER STREET, SUITE 1603 • • • • • • • MIAMI, FLORIDA 33130 -1563 • • ... ... . (305) 375 -2901 FAX (305) 375 -2908 • • • • • 102 Main Street .. .. • ....... • Pella, IA 50219 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Clad Wood Vent Awning Windows APPROVAL DOCUMENT: Drawing No.1318, titled "Architect Series Aluminum Clad Wood Impact Awning Window", sheets 1 through 2 of 2, prepared by W.W. Schaefer Engineering& Consultant, P.A., dated 07/20/04, signed and sealed by Warren W. Schaffer, 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, 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 page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 04- 0907.06 Expiration Date: November 11, 2009 Approval Date: November 11, 2004 Page 1 \ I.1S 'A' \4105 Pella Corporation • ... • • • .. • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • .. • • • • . • • . •.. . . . •.. • . . .. .. . . . NOTICE OF ACCEPTASGL: EVIDENCE SU$11a1TTED . ... "•' • A. DRAWINGS 1. Manufacturer's die drawings and s€cctiona. .. ••• •• 2. Drawing No.1318, titled "Arcliitecle4ej 4ununi Elad Wood Impact Awning Window ", sheets 1 through 2 of 2,:pierfar&Ib31 W.W.$ehaefer Engineering& Consultant, P.A., dated 07/20/04, signed and sealed by Warren W. Schaffer, 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 an aluminum clad wood window, prepared by Stork Materials Technology, Test Report No. SMT- 180 6800, dated 06/02/04 signed and sealed by John D. Lee, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM -E 1300, and structural analysis, dated 08/31/04, prepared by W.W. Schaefer Engineering& Consultant , P.A., signed and sealed by Warren W. Schaffer, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00 - 1212.04 issued to E.I. DuPont DeNemours for "Dupont Butacite ® PVB ", dated 02/15/01, expiring on 12/12/05. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08/31/04, signed and sealed by Warren W. Schaefer, P.E. 2. Letter from Pella Corporation, dated 08/30/04, designating Warren Schaefer of W.W. Schaefer Engineering & Consulting, as the contact person for this file. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) r Ct $ E -1 Hermino F.1Gonzalez, P.E. Director, Building Code Compliance Office NOA No 04-0907.06 Expiration Date: November 11, 2009 Approval Date: November 11, 2004 FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE (SUBSTRATE) JAMB TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DIST. 2X_ WOOD FRAME OR BUCK NO. 10 SMS SCREW 1 1/4° 3/4 CMU /CONCRETE (1) 3/18 CONCRETE SCREW 1 1/4° 2" (0 CONCRETE SCREWS SHALL BE ELCO OR I1W RAMSET /RED HEAD TAPCONS, HIL11 KWIK -CON 11 OR POWERS R(AWL TAPPER (HARDENED STEEL OR S.S.). GENERAL NOTES 1. THESE WINDOW MIENS HAVE BEEN TESTED, ANALYZED MID APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE * ALLOWABLE DESIGN LOADS* TAME(S). 2 BUCKING. OPENINGS & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. 4. THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS 14,51eD & PROPOSED FOR WATER, AIR, IMPACT, CYCUC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH FLORIDA BUILDING CODE PROTOCOLS TA5 -201, 202 & 203 FOR URGE MISSILE IMPACT MOORS. 5. THESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE VON THE FLORIDA BOLDING CODE (F5C) 2001 INCLUDING 1504 VELOCTIY HURRICANE 201405 (HVHZ). 6. SIPACT SHUTTERS ARE NOT REQUIRED VIM THESE WINDOWS. 7. ALL ANCHORS SHALL BE INSTALLED AS SPECIFIED ON THESE DRAWINGS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL FINISH OR STUCCO. GARN CONS 14000 JAMB: MORf6E & TENON AND JOINED WITH (3) 1/2" X 2 1/4 18 GA STAPLES PER 00811ER. .J51R CIAO MITER OJT AND JOINED WITH CORNER KEY MD (2) N0. 8 x 1/2" SCREWS PER CORNEA. 8000 SASH: SASH 15 MORTISED & 105014ED, JOINED WITH (E) 1 1/2" 15 GA. FINISH NAIL PER CORNER AND GLUED WITH A THERMOSETTING EMULSION ADHESNE; °CROLOK 8Y NATIONAL STARCH & CHEMICAL. COMPANY. SARI CLAD LAPPED AND METERED AT CORNERS. 4 MAX. 53" MAX. FRAME WIDTH (F.W.) 15 MAX. O.C. (TYP.) EXTERIOR ELEVATION SINGLE AWNING SCALE: 3/4 ° =1' -0 ALLOWABLE DESIGN PRESSURE +/ -75 PSF 6 MAX. B° MAX. *ANCHOR NOTE FRAME MAY BE ERNER DIRECT MOUNTED TO THE OPENING, MOUNTED ONTO A CONRINUOUS WOOD SPACER, OR ANCHORED TO A MIN. 2x4 NO. 3 SOUTHERN PINE WOOD BUCK. WHEN ANCHORED TO A 2x4 BUCK, NO. 10 SHEAR SCREWS SHALL BE USED. WHEN DIRECT MOUNTED OR MOUNTED WITH SPACER. 3/16" CONCRETE SCREWS SHALL BE USED. SEE ANCHOR REQUIREMENTS TABLE" FOR EMBED REQUIREMENTS. SEE 'CORNER CONSTRUCTION" DESCRIPTION ON ! THIS SHEET TYP. FRAME SCREW WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE ON THIS SHEET FOR SHEAR SCREW REQUIREMENTS. • • • • • •• • • •••• • • • • • • •• • • • • • • • • • • •• • • • •••• •••• ••• • • • • • • •• • •••• ••• • a • •• ILlltell SHEET N0. t OF 2 MIN. 2X4 BUCK /FRAMING & BUCK ATTACHMENT BY OTHERS MIN. 2X4 BUCK /FRAMING & BUCK ATTACHMENT SECTION A SCALE: 1/2 FULL plI o n olo 0 ir 0 at) SEE GIA2 EXTERIOR I 3/16 CONCRETE SCREW (REF. SHEET 1 FOR LOCATIONS & INSTALLATION REQUIREMENTS) I EXTERIOR I OPTIONAL, DIRECT MOUNT DETAIL FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS (HEAD SECTION SHOWN; SIDES AND SILL SIMILAR) FRAME ANCHOR PER ELEVATIONS 1/4 MAX. SHIM AT EACH ANCHOR SILL ANCHOR PER ELEVATIONS MIN. 2X4 BUCK /FRAMING & BUCK ATTACHMENT BY OTHERS FRAME ANCHOR PER ELEVATIONS 1/4 MAX. SHIM AT EACH ANCHOR 1/4 MAX. SHIM AT EACH ANCHOR IEXTERIOR� 9/16 MIN. BITE SETTING BLOCK DOW 899 SILICONE SECTION e SCALE: 1/2 FULL O 9/16 DUPONT BUTACTE PVB LAMINATED (1/4 AN /0.09 PVB /1/4 AN) 1/2 ADHESIVE ACRYLIC FOAM TAPE 1111 e /• AS REQUIRED HOT MELT GLUE TYPICAL GLAZING DETAIL, CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK TO BE MIN. 3 1/2 DEEP. NOT REQUIRED WHEN 1/4 OR LESS SHIM SPACE EXISTS (USE SHIMS AT EACH ANCHOR ONLY). / SEE GLAZING DETAIL ON THIS SHEET ffEM # 1 2 3 ' 4 5 6 12 13 14 15 16 17 18 20 21 22 23 24 25 PART 35B9 1A5S 30C4 338F OAJE 4505 2ABA 140N 1682 16BF 76Q3 75T2 — 53/64 1.103 �r 1.920 ---I - I- 17/32° ®SILL STOP ()GLASS STOP ITEM DESCRIPTION PARTS JAMB SASH HEAD & SIDE STOP SILL STOP GLASS STOP FRAME COVER SASH COVER HARDWARE INTEGRATED EGRESS ROTO OPERATOR AS REQUIRED TO OPERATE WINDOW STEEL BUTT HINGE PELLA PELLA 1 PER LOCK CATCH AS REQUIRED TO OPERATE WINDOW SEALS AND SEALANTS PELLA PELLA 8 STAINLESS LOCK ASSEMBLY SASH STRIKE OPERATOR CRANK PVC WEATHERSTRIP PVC RAINSTRIP MISC. FASTENERS 1 3/8 RING SHANK NAIL #6 X 3/4 S.S. FH SCREW #6 X 3/4 S.S. FH SCREW 3/16 X .540 POP RIVET #8 X 1 1/2 S.S. FH SCREW 15 GA. X 1 1/4 FINISH NAIL 3 FROM CORNERS & 6° Mi"' TA, • WOOD USED WITH TEST UNITS WAS SELECT WESTERN PINE. I1LTERNP E WOOD SPlCIE'i • TO BE APPUCABLE WITH THESE WINDOWS IS MIN. SELECT MAH8 f PI DEROSA'I� F� SOUTHERN PINE, OAK, CHERRY. MAPLE. DOUGLAS FIR & CYPR SS._ • 1.055 2.555 ®FRAME COVER MANUFACTURER /NOTES • WOOD • WOOD • WOOD • WOOD • WOOD 6063 —T6 ALUMINUM .3003—H14 OR 3105 —H24 ALUMINUM 4 FROM CORNERS & 6 — 8 O.C. 12 PER HINGE LEAF 8 PER HINGE LEAF 8 PER HINGE 2 PER SASH STRIKE • •••• • • Apyrovedas eutorkiewit1 Florida DOI NOM �YItAI ► • • ' • • • • 1.920 I M 4%1 SIDE ( STOP• • • � I• -1789• •••• • • • • • MN* 0.040 1.922 • 1 OSASH COVER • • MIAMFD�AOE COUNTY': BUILDING CODE CO PRODUCT CONTROL ••• • • ••• • • • •• • • • • • • • • • • •• • • • • • • • ••• • • • ••• 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 NOTICE OF ACCEPTANCE (NOA) •• • • • •• ••• •• Pella Corporation ' • • • • D M • • • •• • • • • • ••• ••' JUL 1 1 AV 102 Main Street Pella, IA 50219 SCOPE: This NOA is being issued under the applicable rules and regulations governing the gbikronsffir bii fiT8rel481s. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Clad Wood Outswing French Door APPROVAL DOCUMENT: Drawing No. 1362, titled "Architect Series Aluminum Clad Impact Outswing French Doors ", sheets 1 through 7 of 7, dated 12/08/04 with revision "Al" on 08/08/05, prepared by the W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E., 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. TERNIINATION 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 # 05 0124.01 and consists of this page 1 and evidence page E -1, and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Gascon, P.E. NOA No 05- 0819.02 Expiration Date: May 05, 2010 Approval Date: March 30, 2006 Page 1 Pella Corporation A. DRAWINGS • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • NOTICE OE ACQyPT, iCJ: EVj.BIENNE SUBMITTED .. • • • • • . . • ... ... ... ... • • ...... • • 1. Manufacturer's die drawings and sections. 2. Drawing No. 1382, timed fi c hiteot•Se d ies Akxninum Clad Impact Outswing French Doors ", sheets 1 throttgh S pre dip W.W. Schaefer Engineering & Consulting, P.A., dated 12/a8/U4'v tb rrvisies'A" on 08/08/05, signed and sealed by Warren W. Schaefer, 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 outswing French door, prepared by Architectural Testing, Test Report No. ATI- 52442.01- 201 -18 dated 09/09- 10/13/04, signed and sealed by Joseph A. Reed, P.E. "Submitted Under NOA# 05- 0124.01" C. CALCULATIONS 1. Complies with ASTM E1300 -98 2. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by W.W. Schaefer Engineering & Consulting, P.A., dated. 01/13/05, signed and sealed by Warren Schaefer, P.E. "Submitted Under NOA# 05-0124.01" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to EI. DuPont DeNemours, Inc. for "DuPont Butacite PVB Material" dated 01/06/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated 01/13/05, signed and sealed by Warren Schaefer, P.E. "Submitted Under NOA# 05-0124.01" E -1 Jaime aseon, P.E. Chief, Product Control Division NOA No 05- 0819.02 Expiration Date: May 05, 2010 Approval Date: March 30, 2006 Pella Corporation • • ... • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • . • • • .. • • • • • .. • NOTICE OT %Cctirr Tot: VIE SUBMITTED ... • ... • • • • • • • • 2. Statement letter of no financialinterest, dated 61/13/05, signed and sealed by Warren Schaefer, P.E. "Submitted Under N A10-OMNI • • • • . .. .. • • • ••• •• G. OTHER 1. Notice of Acceptance No. 05 - 0124.01, issued to Pella Corporation, Inc. for their HGD Aluminum Clad Wood Outswing French Door, approved on 05/05/05 and expiring on 05/05/10. E -2 C-7:::: Jaime Gascon, P Chief, Product Control Division NOA No 05- 0819.02 Expiration Date: May 05, 2010 Approval Date: March 30, 2006 FRAME ANCHOR REQUIREMENTS TABLE OPENING lift (SUBSTRATE) JAMB TO OPENING FASTENER TYPE MINIMUM EMBEDMENT MINIMUM EDGE DIST. NNUNG FIN SCREWS 2X_ WOOD FRAME OR BUCK NO. 8 X 1 1/2 DRYWALL SCREW 1 3/8 1/2" 2X_ WOOD FRAME OR BUCK 1 5/8 X 11 GA. ROOFING NAIL 1 3/8 1/2 FRAME /SILL SHEAR SCREWS 2X- WOOD FRAME OR BUCK NO. 10 SMS FRAME SCREW 1 1/4 3/4° 2X_ W000 FRAME OR BUCK NO. 8 SMS STRIKE SCREW 1 1/4" 3/4" 2X_ WOOD FRAME OR BUCK N0. 12 SMS HINGE SCREW 1 1/4" 3/4 WOOD SILL 1 1/4 CONCRETE SCREW 1 1/4" 3/4 CONCRETE SILL (O 1/4 CONCRETE SCREW 1 1/4" 2 1t) CONCRETE SCREWS SHALL BE ELCO OR ITW RAMSET /RED HEAD TAPCONS, HILTI KWIK -CON II OR POWERS RAWL TAPPER (HARDENED STEEL OR SS.). r ....o...a1N O rPr'/ / MIN. I OF HINGES IP III II SMIXE PLATE ` OPPOSITE iI \ o 111 11 oI 3 / v 11 I I I1 ' - v ll INACTIVE ACTIVE \ IP HINGE G y •1� 1/16" MAX. D.L.O. •• LOCK it 25 1/16" II MAX. D.LO. \ / / / II '; • 1, �� �e HINGE REQUIREMENTS FRAME MIN. HEIGHT OF HINGES ABOVE 82 4 82 OR LESS 3 11 GA. X 1 5/8 ROOFING NAILS OR NO. 8 X 1 1/2 DRYWALL SCREWS SPACED 7 0.C. 4 NO. 8 SCREWS THROUGH STRIKE PLATE & INTO SUBSTRATE. SEE ° FRAME ANCHOR REQUIREMENTS TABLE ON THIS SHEET FOR • • • OTFiUR FASTER • f A • • � IREMEN • • •••I •• •• •. • • • • • ••• ••• ••• • ••• • ••• • ••• • ••• • ••••e• • I• •••• • • • NPJL FN 75 MAX. FRAME WIDTH (F.W.) 6 MAX. (M') — • 6 ( TYPMAX. • l• : • / 1 I •• (.) �• V 2OSJ • • STRIKE P L A TE CONCRETE SCREWS AT SILL •WF)CiE •• • 1/4" CONCR • • SHOWN (1 AT E,.•00/ViER & 3 AT' •EXTERIOR ELEVATION MID -SPAN; 5 T TAI], _ SEE "FRAME DOUBLE DOOR ANCHOR REQUIR S TABLE" ON THIS SCALE: 1/2 " =1' -0 SHEET FOR OTHER FASTENER REQUIREMENTS. GENERAL NOTES 1. THESE DOOR SYSTEMS HAVE BEEN TESTED, ANALYZED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE ° ALLOWABLE DESIGN LOADS TABLE. 2. BUCKING, OPENINGS & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. 4. THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED & PROPOSED FOR WATER, AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH FLORIDA BUILDING CODE PROTOCOLS TAS -201, 202 & 203 FOR LARGE MISSILE IMPACT WINDOWS. 5. THESE DOOR SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (HVHZ). 6. IMPACT SHUTTERS ARE NOT REQUIRED WITH THESE DOORS. 7. ALL ANCHORS SHALL BE INSTALLED AS SPECIFIED ON THESE DRAWINGS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BUILDING CODE SECTION 2003.8.4. TYP. HEAD FRAME SCREWS AS SHOWN AT CORNERS AND HEAD MID -SPAN (4 TOTAL). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW REQUIREMENTS. TYP. SIDE JAMB FRAME SCREWS 6" FROM CORNERS AND 16 MAX. 0.C. SF'F "FRAME ANCHOR REQUIREMENTS TABLE ON 1 THIS SHEET FOR SCREW REQUIREMENTS. 16 MAX. O.C. (TYP.) SEE "CORNER CONSTRUCTION REQUIREMENTS' ON SHEET 2. NO. 12 SCREWS THROUGH HINGE & JAMB INTO SUBSTRATE (1 PER HINGE). SEE ° FRAME ANCHOR REQUIREMENTS TABLE FOR SCREW REQUIREMENTS. TWO(2) 1/4° CONCRETE SCREWS THROUGH STRIKE PLATE & INTO SUBSTRATE. SEE ° FRAME ANCHOR REQUIREMENTS TABLE ON THIS SHEET FOR OTHER FASTENER REQUIREMENTS. 11 GA. X 1 5/8" ROOFING NAILS OR N0. 8 X 1 1/2 DRYWALL SCREWS SPACED 7" 0.C. x � w � 1/4" CONCRETE SCREWS AT SILL WHERE SHOWN AT CONERS (2 TOTAL). SEE "FRAME ANCHOR REQUIREMENTS TABLE' ON THIS SHEET FOR OTHER FASTENER REQUIREMENTS. 6" MAX. m 16 MAX. O.C. (TYP.) 37 7/8 MAX. — FRAME WIDTH (F.W.) f LOCK i 2' -1 1/16" � -9 D.LO. 1 1 / •1 / I '�. \ 1� '. \ OPPOSITE 5 11 11 I 6 MAX. ( EXTERIOR ELEVATION SINGLE DOOR SCALE: 1/2 " =1' -O" 16° MAX. O.C. (TYP.) SEE ° CORNER CONSTRUCTION REQUIREMENTS' ON SHEET 2. TYP. HEAD FRAME SCREWS AS SHOWN AT CORNERS AND HEAD MID -SPAN (4 TOTAL). SEE ° FRAME ANCHOR REQUIREMENTS TABLE ON THIS SHEET FOR SCREW REQUIREMENTS. TYP. SIDE JAMB FRAME SCREWS 6 FROM CORNERS AND 16 MAX. 0.C. SEE ° FRAME ANCHOR REQUIREMENTS TABLE ON THIS SHEET FOR SCREW REQUIREMENTS. NO. 12 SCREWS THROUGH HINGE & JAMB INTO SUBSTRATE (1 PER HINGE). SEE "FRAME ANCHOR REQUIREMENTS TABLE FOR SCREW REQUIREMENTS. ALLOWABLE DESIGN LOAD STAND ALONE SINGLE & DOUBLE DOOR UNITS STAND ALONE FIXED PANEL UNITS TRANSOM MULLED UNITS SIDE MULLED UNITS +/- 70 PSF +/- 70 PSF +/- 60 PSF +/- 60 PSF 8 0101101IM CHEMED Us STa 1 Tun 2 00 136 tu 1362 No. IA V. SHEET NO. 1 OF 7 78 3/4 MAX. D.LO. (/) • ••• • ••• • •• •• • •• • •• •• • • •• • •• • • • ••• ••• • ••• • • • •• • • • ••• •••• • • •••• • • • • •• •• • • • •••• • • • • •••• • • ••• •• • • • ••• • •• • • • ••• ••• • • • • ••• • • • • • • w • • • • • 5 0 4 6° MAX. (TYP.) CORNER CONSTRUCTION: WOOD JAMBS; SIDE JAMBS ARE COPED & BUTTED TO HEAD & SILL AND SECURED WITH 2 NO. 8 X 3' W000 SCREWS AT EACH HEAD CORNER AND 2 N0. 6 X 2" W00D SCREWS & 1 NO. 8 X 3 WOOD SCREW AT EACH SILL CORNER. JAMB CLADDING; CLADDING IS MITER CUT & JOINED AT HEAD WITH CORNER KEY & BUTTED AT SILL AND JOINED WITH 2 NO. 10 X 17/32' SCREWS PER CORNER. S, H; RAILS ARE BUTTED TO STILES & JOINED WITH 2 NO. 12 X 4" SCREWS AT TOP RAIL & 3 N0. 12 X 4 SCREWS AT BOTTOM RAIL 151' MAX. OVERALL FRAME WIDTH EXTERIOR ELEVATION MULTIPLE OPERABLE /FIXED UNIT SCALE: 1/2' =1' -0' NOTE OXXO DOOR SHOWN. AU. OTHER 4 -PANEL CONFIGURATIONS OF SINGLE /DOUBLE DOORS & SIDELIGHTS ALSO APPLY. (FOR INFORMATION NOT SHOWN, SEE INDIVIDUAL UNIT ELEVATIONS ON SHEET 1 & 3) 37 7/8' MAX. S 'CORNER FRAME WIDTH /--SEE (F.W.) 6 MAX. REQUIREMENTS" ( ) O ON N EET / 6 MAX. (TYP ) SI EIYSEACH SIDE OF MULLION (1 EA. SIOE FOR DESIGN PARE 48 PSF & LESS: 2 EA. SIDE FOR OESIGN PRES4TRE GREATER THAN 48 PSF) 6P. FRAME SCREW MAX. 16' C.C. C. AT SIDES. SEE ° FRAME ANCHOR REQUIREMENTS TABLE ON 16°0.C. MAX SHEET 1 FOR SCREW (TYP.) REQUIREMENTS. 6° MAX. F (TYP.) NAIL FIN & FIN ANCHORS PER INDIVIDUAL UNIT ELEVATIONS SILL & STRIKE SCREWS PER UNIT ELEVATIONS. • ••• • ••• • • •• • � • • • •. •• • • •• •••• • •••• 1 • •• • • •• • ••• • ••• ••• D • • • • 3 1 r 2 i•. • •••• a 76 •_ ° :I • «_— ••de •w . R • • •• 1'I � • • N • • ••• • • •••• • j 75" MAX. OVERALL FRAME WIDTH 1i 11 U DIRECT SET OR FIXED CASEMENT WINDOW (SEE DRAWING NO. 1032 OR 1317 UNDER SEPERATE APPROVAL FOR DETAILS) 3 " 3" 3 SILL & STRIKE SCREWS PER UNIT ELEVATIONS. EXTERIOR ELEVATION DOUBLE DOOR WITH TRANSOM SCALE: 1/2 " =1' -0 (SEE DOUBLE DOOR ELEVATION ON SHEET 1 FOR DETAIL NOT SHOWN) NOTE: TRANSOM ALSO APPUES TO SINGLE DOOR & FIXED PANEL UNITS NAIL FIN MUST BE APPUED TO FIXED WINDOW. WHEN USED AS A TRANSOM WITH THESE DOORS. POSITION 2 FRAME ANCHORS PER WINDOW /000R CORNER AS SHOWN. DOOR HEAD JAMB & STRIKE PLATE ANCHORS PER DOOR ELEVATION ON SHEET 1 (LENGTH OF ANCHOR AS REM FOR FULL PENETRATION INTO ALUMINUM PLATE MUWON) HINGE & SIDE JAMB SCREWS PER INDMDUAL UNIT ELEVAT]CNS. NAIL FIN & FIN ANCHORS PER INDIVIDUAL UNIT ELEVTIONS. 6 MAX. ( . w ) L. w w 3 C0 6 MAX- T� TYp, ���lll I 37 7/8 MAX. FRAME WIDTH (F.W.) 25 1/16' MAX. DLO. 1 ilk 16" 0.C. MAX. . -1 6" MAX.1 me) EXTERIOR ELEVATION SINGLE FIXED PANEL DOOR SCALE: 1/2 ° =1' -0 / 6 MAX. f (tYP.) T1P. FRAME /SILL SCREWS WHERE SHOWN. SEE ° FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR SCREW REQUIREMENTS SEE CORNER CONSTRUCTION REQUIREMENTS' ON SHEET 2. 11 GA. X 1 5/8 ROOFING NAILS OR NO. 8 X 1 1/2" DRYWALL SCREWS SPACED 7 0.C. 0122222 FM �Ta LIM MM *24 2 2/00/ 24 1 9iET NQ 3 OF 7 .. Z 0 0 F wrn K z¢ 0 EL 362 IA • • •• • • • • • • • • • ••• • • • • • • • • • MIN 2X4 BUCK & FASTENER BY OTHERS • • • • • h • • 0 • • • •• • • • • • •• • • • • • ••• FIN ANCHOR STRIKE PLATE (SEE ELEVATION) FRAME ANCHOR ANCHOR (SEE ' • • 1 (SEE ELEVATION) ELEVATION) wag wr P MT ins 41) Tele • • • • • • • caERI:1 • • • • • • • • • • • • •• • • Ste 514ZING 'KW, ON SHEET 6 • SECTION ( SCALE 1/2 FULL • • • SILL ANCHOR (SEE ELEVATION) /4 MAX. r SHIM AT EACH ANCHOR EXTERIOR I MAX. 1/4 GROUT OR SHIM STRIKE PLATE ANCHOR (SEE ELEVATION) FIN ANCHOR (SEE ELEVATION) • • • SEE GAZING DETAIL ON SHEET 6 SECTION SCALE: 1/2 FULL C) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS MIN. 2X4 BUCK & FASTENER 8Y OTHERS E ANCHOR (SEE ELEVATION) 1/4- MAX. __E AT ANCHOR SILL ANCHOR MAX. 1/4 (SEE ELEVATION) GROUT OR SHIM ROOFING NAIL I DGERIOR I FIN ANCHOR (SEE ELEVATION) • SEE GLAZING DETAIL ON SHEET 6 SECTION r•E' SCALE 1/2 FULL ‘s,±,,/ MIN. 2X4 BUCK & FASTENER BY OTHERS E ANCHOR (SEE ELEVATION) 1/4- MAX. r SHIM AT T EACH ANCHOR SILL ANCHOR MAX. 1 /4" (SEE 1116911404magDGROUT OR SHIM ften* -as . • ' 00frol 0 2. • • 1:0101 an [PA OM= 11/00{ 1 0 z 0 6 a. 2 z' LC> a D 1362 " IT SHEET Na 4 OF 7 • ••• • • • • • •• • •• • • • • • • • • • • • • • •• ••• ••• • ••• • ••• • •• ••• FRAME ANCHOR (SEE ELEVATION); MIN. 2X4 BUCK & FASTENER 8Y OTHERS • FIN ANCHOR (SEE ELEVATION)•:. • • MIN. 2X4 BUCK & FASTENERS BY OTHERS 1/4° MAX. SHIM AT EACH ANCHOR • • LO SCR W� ELEVATION • FIN (SEE LEEV� N) • 1/4 MMX. SHIM AT • E : CH ANCHOR FRAME ANCY (SEE ELEVATION) •• • • • •• •• • • •••• • • •••• RIRAME WIDTH (F.W.) -- • • SECTION F SCALE: 1/2 FULL SEE GLAZING DETAIL. ON SHEET 6 EXTERIOR EXTERIOR LONG HINGE SCREW (SEE ELEVATION) SECTION E SCALE: 1/2 FULL WOOD COVER AS REQUIRED CONTINUOUS SEALANT BEHIND MULL COVER SECTION G SCALE: 1/2 FULL 1 X 1/2 CORRUGATED FASTENER WITHIN 4 OF ENDS & 10 TO 12 O.C. I EXTERIOR CONTINUOUS .045 THICK PVC SPACER SEE GLAZING MAIL ON SHEET B 'EXTERIOR MPS. CRECIIIM •ft 1 1 SHEEP PKL 5 or 7 • •• • • • • • •• • • • • • •• • • • ••• • •• • • •• • •.• • • •• QRERIOR 1 SEE GLAZING DETAIL ON SHEET 6 c • • • • • • • • •• • • • • •••• • • •••• 1 EXTERIORI DOW 799 SILICONE -- FRAME WIDTH (F.W.) • O .045 • • CONTINUUS 71 IC K PVC �PAC€R • • • SfiCTION • MpFie 1 / 2 F • • • • • • •• • • •••• • • •••• • • •• • • • • • 9/16 LAMINATED GLASS (1 /4° AN /.090 /1/4 AN) 1/2° DOUBLE SIDED FOAM TAPE F L .6. 1/22 MIN. B ITE 41 :00 GLAZING SHIM AS REQUIRED DOOR PANEL GLAZING DETAIL 1/4° MAX. SHIM AT EACH ANCHOR FRAME ANCHOR (SEE ELEVATION) WINDOW UNDER SEPERATE APPROVAL CONTINUOUS SEALANT BEHIND MULL COVER MIN. 2X4 BUCK & FASTENERS BY OTHERS FIN ANCHOR (SEE ELEVATION) C1 fl ro:. = 0 © Q I EXTERIOR T SEE GLAZING DETAIL ON THIS SHEET SECTION SCALE 1/2 FULL O STRIKE PLATE ANCHOR (SEE ELEVATION) FRAME ANCHOR (SEE ELEVATION) WOOD COVER AS REQUIRED CONTINUOUS W000 SPACER AS REQUIRED 1 X 1/2 CORRUGATED FASTENER WITHIN 4 OF ENDS & 10 TO 12 0.C. 5.203 ® HEAD /SIDE JAMB -^I 1.125 I— 0.688 PANEL STOP 1.saQ --I 1.250 ®THRESHOLD EXTENSION THRESHOLD 1.000 1 W v E c� 1.562 2 I tow 0 2 a R I 6O $ ,• 1a I N KJ F� l i Po AI ii a ®INNER SILL ©TOP RAIL , who, R. •: ILES a g 0 0 0 • • • • • • •• • • • • • • • •• • • • • • • •• ••• • ••• • ••• • ••• 5.157 0.649 17 STILE/TOP CLADD NG •• • • • •• ••.• •••• 0.024 8.159 J ()mom RAIL, CLADDING ®BOTTOM RAIL FILLER • ▪ • 10 ASTRA GAL, •••• •• •• • • •••• • 1.543 • M649 • • • • -. •••• „ 0.999 X1.024♦ • 0.045 • • • CHOW/SID • • JAMB CLADDING 0.045 0.320 —4 1-- 1.062 - 19 FJLLER CLADDING { H 0.563 0.678 J 11 GLASS STOP 0.734 1 1 ()OUTER OUTER SILL 1.466 h+ I 0.812 0.047 20 EGA CLADDING 5.078 0.874 ∎■a`�o`R`∎`��e: .71 M NV k∎• \ 0.188 T (1)1/2* ALUMINUM MUWON 4.656 1 1.297 14 FIXED PANEL FILLER 0.078 0.328 r 0.047 T� 21 EXTERNAL, COVER 1 23 NAIL FIN 0.892 DEM # ITEM DESCRIPTION PARTS 1 HEAD /SIDE JAMB WESTERN PINE MANUFACTURER /NOTES frft CHEMED Irk VS asa 1 n/m/a PLOD 141 2 PANEL STOP WESTERN PINE 3 THRESHOLD WESTERN PINE 4 THRESHOLD EXTENSION WESTERN PINE 7 BOTTOM RAIL WESTERN PINE 8 BOTTOM RAIL FILLER WESTERN PINE 9 STILE 10 ASTRAGAL 11 GLASS STOP 14 FIXED PANEL FILLER 15 HEAD /SIDE JAMB CLADDING 16 OUTER SILL 17 STILE/TOP RAIL CLADDING 18 BOTTOM RAIL CLADDING 19 FILLER CLADDING 20 ASTRIGAL CLADDING 21 EXTERNAL MUWON COVER 22 1/2 ALUMINUM MUWON PLATE 23 NAIL FIN 24 SILL SHIM 35 36 37 38 39 40 41 42 43 INNER SILL TOP RAIL NO. 12 X 1 1/4" S.S. SCREW NO. 12 X 3/4" S.S. SCREW NO. 8 X 3 S.S. WOOD SCREW NO. 8 X 3 S.S. WOOD SCREW 15 GA. X 1 1/2 FINISH NAIL NO. 10 X 3 1/4" S.S. SCREW 1/4° X 1 1/8 18 GA. STAPLE NO. 8 X 3/4 SCREW NO. 8 X 3/4 SCREW 44 NO. 8 X 3 SCREW LH+ 0.748 0.453 ®SILL SHIM WESTERN PINE WESTERN PINE WESTERN PINE WESTERN PINE WESTERN PINE WESTERN PINE 6063 -T6 ALUMINUM 6063 -T6 ALUMINUM 3003 -H14 ALUMINUM 3003 -H14 ALUMINUM 3003 -H14 ALUMINUM 3003 -H14 ALUMINUM 6063 -T6 ALUMINUM 6061 -76 ALUMINUM .0235 ALUMINUM SEMI -RIGID PVC HARDWARE 25 4 1/2 6063 -T6 ALUMINUM HINGE 26 3 -POINT ACTIVE LOCK SYSTEM PELLA (WITH S.S. PIN) AMESBURY BSI 27 FLUSH BOLT LOCK AMESBURY BSI 28 SILL STRIKE PLATE (3.311 X 1.160 X .555 PELLA (606.3-76 ALUMINUM) 29 HEAD STRIKE PLATE (4.500 X 1.230 X .250") PELLA (6063 -76 ALUMINUM) 30 JAMB STRIKE PLATE (6.375 X 2.089 X .075' PELLA (BRASS) AS REQUIRED TO OPERATE LOCK — 3 - 27 JAMB /ASTRAGAL WEATHLNSIHIP SEALS & SEALANTS PELLA (PVC) 31 HANDLE 33 SILL WEATHERSTRIP PEUA (PVC) FASTENERS 4 PER HINGE TO STILE 3 PER HINGE TO JAMB 4 WITHIN 3° OF ENDS & EQ. SPACED 4 FROM CORNERS & MAX. 8 O.C. 3 FROM CORNERS & MAX. 8 0.0• 4 WITHIN 2 FROM CORNERS & EQ. SP WITHIN 4 FROM CORNERS & 6 Q.C. 3 PER SIDE JAMB STRIKE PLATE 2 PER ASTRAGAL STRIKE PLATE 1 PER ASTRAGAL STRIKE PLATE WOOD USED WITH TEST UNITS WAS SELECT WESTERN P NE. ALTERNATE WOOD SPECIES 0 BE APPUCABLE WITH THESE WINDOWS IS MIN. SELECT MAHOGANY, PONDEROSA PINE, OUTHERN PINE, OAK, CHERRY, MAPLE, DOUGLAS FIR & CYPRESS. •a4TfYairlYMnib I S M I • : 7rZ7 0 LLD 1362 SHEET NO. 7 aF 7 z • rn g WN 0 O NC O a. z3 0 g I 8 A 0 ao a