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1147 NE 97 St (4)Issue Date: 8/11/2006 Owner's Name: GAYLE PUMO Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 1147 97 Street NE Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Comments: WINDOWS AND DOOR REPLACEMENT Permit Expires: 02/07/2007 Contractor(s) MAJU CONSTRUCTIONS Phone (305)362 -0046 Primary Contractor Yes Type of Work: WINDOWS AND DOORS No of Openings: 13 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -8 -06 -2103 Phone: 1132050170040 Lot: PB: Total Square Feet: 0 Total Valuation: $ 15,000.00 Re . uired Ins • ections Window Door Attachment Shutter Attachment Final Shutters Final Fees Due Amount CCF $9.00 Education Surcharge $3.00 Permit Fee $230.00 Scanning Fee $21.00 Technology Fee $5.75 Total: $268.75 Invoice Number WS - 8 - 06 - 25825 Total: Amt Due $268.75 Amt Paid ei Nc \ 22°. - JD n 6 C� NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROI1,1 OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. i nspection Number: INSP -24292 Inspection Date: 09/26/2006 Inspector: Desharnis, George Owner: PUMO, GAYLE Job Address: 1147 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: MAJU CONSTRUCTIONS Building Department Comments Monday, September 25, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 �r. ak° 27E0 Block: Permit Number: WS -8-06 -2103 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050170040 Lot: Phone: (305)362 -0046 Page 1 of 2 Passed Inspector Comments . 1 fr,"-, .....r (A---J,0‘ WO i S' i.-0—' 17 ,../- id Ell Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until i nspection Number: INSP -24292 Inspection Date: 09/26/2006 Inspector: Desharnis, George Owner: PUMO, GAYLE Job Address: 1147 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: MAJU CONSTRUCTIONS Building Department Comments Monday, September 25, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 �r. ak° 27E0 Block: Permit Number: WS -8-06 -2103 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050170040 Lot: Phone: (305)362 -0046 Page 1 of 2 NOTICE OF COMMENCEMENT OR Bk 24805 F 0477; (1 s A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 08/09 /2006 12:15:51 HARVEY RUVIHr CLERK, OF COURT MIAMI -DADE COUHTYv FLORIDA LAST PAGE PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: 1 14 pa. 3 1itINv4 i &non 2. Description of impro ement: (4)1NrjouJS Ggees s Pc C `a►cet tt' 3. Owner(s) name and address: ti t kKic PoMO I l Lin C h sT MIRM 1 ink,CS i Ft- 3 313X' Interest in property: Name and address of fee simple titleholder: py of the �N© L OU0P , 4. Contractor's name and add 5. Surety: (Payment bond required by owner Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Sig tur �wner Print Owner's Name MMIS PON10 Notary Public: Print Notary's N. me: My commission expires Sworn to and subscribe -for/ TAX FOLIO NO. e this ZS day of STATE OF FLORIDA COU from 'creYrffl tWilfraVat this is a true vlglnal filed in ; is office on „, AD 20 ANIFT I ORFN7) MY COMMISSION #DD439929 EXPIRES: JUN 12, 2009 Bonded through 1st State Insurance VITNESS my hand an HAR 'vat Seal. 111111111111111111111 bcuments ed as Prepared by YckJ\ eY 1....(S&Jek , 200 C Address: 6( V t r:41 Si S`� WN,5 ' L ,(40 p BUILDING PERMIT APPLICATION FBC 2004 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 County Miami -Dade Permit No. <'1.05C -- 1 , l 0 -3 Master Permit No. Permit Type (circle). 1 uilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ti , k `bwo Phone # 30G — T 7 6 6 7 g-3 Owner's Address 11 1J `i St City frt i 04A4 l State VL- Zip `)? ( 3 0 Is Building Historically Designated YES NO Contractor's Company Name v CASVSItTirjeM Phone # 05 - 6 2 - © 044 Contractor's Address 777 to s_th- City t G ( t_Q\A State Zip �j,( 1f Qualifier Name VQ ukd ,".r, Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition ['Alteration ❑New ' Repair /Replace ❑ Demolition Describe Work: *, * * ** ** * * * * * * * * * ** * * ** * * ** * * * *, * *, Fees, * * *, * ** * * * * * * * * * *, * * * * * ** * * * * * * * * ** * * * *** ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Square / Linear Footage Of Work: CCF $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Phone # Technology Fee $ Total Fee Now Due $ CO /CC See Reverse 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 CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20,by , day of ,20_,by 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: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 Owner's Name (Fee Simple Titleholder) 6\k. PI GO Owner's Address L i OE 97 SI City I Am I State EL Is Building Historically Designated YES NO X Qualifier Rp, (y-1 oI) L0 Ye xi7' $ Value of Work For this Permit 6 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Tenant/Lessee Name Phone # Phone # 3'O r7J6-67Y3 zip S 3 A 3 Job Address (where the work is being done) �I 1 o E q r City Miami Shores Village County Miami -Dade Zip .TI) 5 Contractor's Company Name f AiS 7', )C7/()f✓ Phone # 3 U S 3 c Z-oo Contractor's Address - 7 - 11 6, VLJ 2, C+ City / 2-1 e,b, State i n f Zip 330/Y Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ Total Fee Now Due $ (Continued on opposite side) * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF$ Code Enforcement $ Structural Plan Review. $ Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Ne g E 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ' , < i� Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 2 C The foregoing instrument was acknowledged before me this day of j\)L`{ , 208 �a , by , day of cwci , 20o6 , by who is personally known to me or who has produced who is personally known to me o who has produce As id; cation and who did take an oath. LCS3 WO - • ion and who did take an oath. Sign: Print: _: 1� ✓�� 1 4 - . 11R P!/ * MY COMMISSION #DD439929 EXPIRES: JUN 12, 2009 *U iteet It kith f 3tQtUill aV 4 - NOTARY PUB My Commission Expire My Commiss * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** e of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: Chc 10/14/03 NOTARY PUBLIC: Sign: Print: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning r STRUCTURAL ECM CONSULTANTS • .. • • • • • .... • .• • • • •••• • • • • • • ••• • • • • • • • • • • ....•• .... • .. • • • • • •..•. • .. • • • ...•. .... .... • • • .... • .... • • • • • • • • • • •• • •• • • • • .... • • • • •••• C J WIND CALCULATIO PROJECT: o . S WINDOW/ DOOR INSTALLATION AT: 1147 N.E. 97 STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY JU\Y1',2006 PREPA" D BY: CA LOS M. P REZ, P.E. STR, CTURAL NGINEER L. P.E. #: •4844 .B. #: 00( 781 "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1121 STREET, MiAMi, FloRidA 33176 TEL (786) 242-1720 - FAX: (786) 242 -4399 e acroo • • • • • • • ••••• •• . • • • • .••••• • STRUCTURAL ENGINEERING CONSULTANTS, INC. •• •• ••• ••• • ••• ••• • • •• ••• • ••• 9420 S.W. 1 12TH STREET MIAMI, FLORIDA 33176 TEL: (786) 242-1720 - FAX: (786) 242 -4399 • • • • • • •• •••• • • DESIGN CALCULATIONS • C006: A ScE x -02 • vi.JD ve_ocaj = MPH • EAPOS)RE C4fIC4oR1 = C • ®■m-ctN4 cR-re40 y =fit • =mfbR"rANCE p,c oK 4_) - 1.00 • _ 1.00 j ; 1.00 • VELoc •REsS. FxP°SuaE coCr.(K,,) = 0.05 C fRo(n - rwe>,r C9-3) • Roof 5LoPc' •If /12, • eu,4." V.) NAARo WEST Dim . = 5 to • ( Rom 14 16 H-r 61) = 11 • q (CoftfiCit DISTANCE zopre 5 ) O O.4 xi 1140" = 41_7 1 1. ---- 0o =O. X54 -Io g)—( • � h . 0. 0025(0 Ka„4„ Ka V z • %, O. 00 25(40.9) - Ad O. ) • 'iv, =44,38 P5F 1N NERc : GC _ ±' 0.18 • •• • • • • • PROJECT 1144 NE 9 ?57 SHEET NO. . OF Z DATE y4INDOW5 CRr1 11REA< 1O b ootiv25 cm: ARfR = 26 f 2oNC 4 S 4 S 6'40) :, G Cpc- ) ' Frirrie s4 ( •• •• • so ( -) 1, 00 —1.10 - 54,4 —59, 3 1.0o —1.40 -i —?3, 2 o, 92? —1.o7 - 1 - 51, — 55.9 O.92.? — 1.253 + —64 .4 • • • • • • • ••••• •• . • • • • .••••• • STRUCTURAL ENGINEERING CONSULTANTS, INC. •• •• ••• ••• • ••• ••• • • •• ••• • ••• 9420 S.W. 1 12TH STREET MIAMI, FLORIDA 33176 TEL: (786) 242-1720 - FAX: (786) 242 -4399 • • • • • • •• •••• • • DESIGN CALCULATIONS • C006: A ScE x -02 • vi.JD ve_ocaj = MPH • EAPOS)RE C4fIC4oR1 = C • ®■m-ctN4 cR-re40 y =fit • =mfbR"rANCE p,c oK 4_) - 1.00 • _ 1.00 j ; 1.00 • VELoc •REsS. FxP°SuaE coCr.(K,,) = 0.05 C fRo(n - rwe>,r C9-3) • Roof 5LoPc' •If /12, • eu,4." V.) NAARo WEST Dim . = 5 to • ( Rom 14 16 H-r 61) = 11 • q (CoftfiCit DISTANCE zopre 5 ) O O.4 xi 1140" = 41_7 1 1. ---- 0o =O. X54 -Io g)—( • � h . 0. 0025(0 Ka„4„ Ka V z • %, O. 00 25(40.9) - Ad O. ) • 'iv, =44,38 P5F 1N NERc : GC _ ±' 0.18 • •• • • • • • PROJECT 1144 NE 9 ?57 SHEET NO. . OF Z DATE • • . STRUCTURAL EEM CONSULTANTS Village of Miami Shores Building Department Miami -Dade County, Florida Dear Sirs: a sh act u •••• • •••• arlos . P.E. #. Job: Window / Door Installation at: 1147 N.E. 97 Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: DOORS: Positive Design Pressure (Zone 4): 54.7 psf Positive Design Pressure (Zone 4): 51.3 psf Negative Design Pressure (Zone 4): 59.3 psf Negative Design Pressure (Zone 4): 55.9 psf Positive Design Pressure (Zone 5): 54.7 psf Positive Design Pressure (Zone 5): 51.3 psf Negative Design Pressure (Zone 5): 73.2 psf Negative Design Pressure (Zone 5): 66.4 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 4' -7" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -02 based on the following criteria: Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance vith the Product Control N.O.A. and have not been independently verified by Structural Engineering Lcusiiltants, MC.• • • . • • • • • . .... . . If y s, ld Happen to are any questions or concerns regarding this or any other matter, please do not hesitate to • • • • •• • • 54844 * Building Category: II * Building Mean Roof Height: 11' -6" * Exposure Category: C * Basic Wind Speed: 146 mph •• •• • • •••• •••• 'ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) • 7/11706 • .. • • . • .. • .• .. • • re ezpP.E., Structural Engineer "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 112Th STREET, MIAMI, FloRidA 33176 TEL (786) 242.1720 - FAX: (786) 242-4399 July 11, 2006 • • .••..• • • ••••.. • .... • • ..... • • • • ..•..• • ••..•. MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 04- 0528.05. max ,(4 _ Z 103 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 - 2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 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: 1"x Heavy Wall - Aluminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6621, titled "1" Heavy Wall Mullion ", sheets 1 through 6 of 6, dated 04/28/00, with revision "A" dated 05/03/04, prepared by manufacturer, signed and sealed by Robert L. Clark, 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. TTR vfNATION olthis NOA will occur after the expiration date or if there has been a revision or change in the majdt'l31§, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any prodifd'for salon gily¢rtising or any other purposes shall automatically terminate this NOA. Failure to comply with any section pi tit's NOA shall be cause for termination and removal of NOA. ADYLRTISEM$ATt The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expirapon dgtrth ly be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be dente to its en .. INSPEGTIONti �c ipy of this entire NOA shall be provided to the user by the manufacturer or its distributors ands M lle availablefor inspection at the job site at the request of the Building Official. This NIA reviseslgOA # 02- 0701.09 and consists of this page 1 and evidence pages E -1 and E-2, as well as appftural document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 04- 0528.05 Expiration Date: June 28, 2006 Approval Date: July 15, 2004 Page 1 y 4 I GLAZING PRODUCT _ � I J / UU LLIO MUN GLAZING PRODUCT 1- ''11' TYR MULLAkJ MU I GLAZING PRODUCT G1AZING PRODUCT uI: .I GLAZING PRODUCT N • • ••• •• •• • • • • • • • • • e • • • e •e• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • " • •• • •. • • • • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • , • • • • • • . •• • • W2 •• • • • • •• ••• • • • • • • • • • ••• • • • • •• • • • • • •• • •• • • • • • ••• W - WI +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE V. OR b` BOTH ENDS H •• • • • •• NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 ® 2. WINDOWS MAY BE MULLED TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 r --W- -1 GLAZING PRODUCT 1YP. MULLION GLAZING PRODUCT u2 H/ H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W ANCHORS: TYPE.'B ; OR b' BOTH ENDS s ' a HI WW1 +W2 H -HI +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 ANCHORS 1YRE w ANCHORS TYPE 73". b` OR T BOTH ENDS 00= BI'• Doh: P.J.P. 4/28/00 w 1 W2-- I -W3-.{ W 1 w - WI +W2 +WJ H - H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H1+112 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H 1 r•owl r maw 0080awill e.rwlr warian TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Chk"r F.K. 5 /3/04 A - •RD NOTATION 05 1 " HEAVY WALL MULLION ARRANGEMENT DETAIL 1070 TECr#J0L001' ORIYE P.O. BOX 1329 S- •{/YeOae Saa•: 9,44t 0 N> Rev: —N S. FL 34273 NOKOMS, FL 34274 MULLS 1 x 1.06 6621 A G1A 211VG PRO DUCT J / UU LLIO MUN GLAZING PRODUCT M1 � A GLAZING PRODUCT HWI1W2H w I • • ••• •• •• • • • • • • • • • e • • • e •e• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • " • •• • •. • • • • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • , • • • • • • . •• • • W2 •• • • • • •• ••• • • • • • • • • • ••• • • • • •• • • • • • •• • •• • • • • • ••• W - WI +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE V. OR b` BOTH ENDS H •• • • • •• NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 ® 2. WINDOWS MAY BE MULLED TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 r --W- -1 GLAZING PRODUCT 1YP. MULLION GLAZING PRODUCT u2 H/ H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W ANCHORS: TYPE.'B ; OR b' BOTH ENDS s ' a HI WW1 +W2 H -HI +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 ANCHORS 1YRE w ANCHORS TYPE 73". b` OR T BOTH ENDS 00= BI'• Doh: P.J.P. 4/28/00 w 1 W2-- I -W3-.{ W 1 w - WI +W2 +WJ H - H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H1+112 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H 1 r•owl r maw 0080awill e.rwlr warian TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Chk"r F.K. 5 /3/04 A - •RD NOTATION 05 1 " HEAVY WALL MULLION ARRANGEMENT DETAIL 1070 TECr#J0L001' ORIYE P.O. BOX 1329 S- •{/YeOae Saa•: 9,44t 0 N> Rev: —N S. FL 34273 NOKOMS, FL 34274 MULLS 1 x 1.06 6621 A •• MULLION CUP • GUT fANCE5 OfT OF • NULL CUP TO FORM A • tr -asw NfL AND WALL AS SHOW FOR 1" MULL • • .•• • • • • ..• • 410 041 • . • • • 0044 • • • • • • . e • • • • • 0 e•. • • • • ..• . • •• • • ▪ • • • • • • • • • • . • •• • • • • • • • • • • • • • • • • 1• •• • • r _2- OR 4" 1' MULL }' P.G.T. Ix MULLION • • . ••• . • • • MN. • • • • 1 • • _f• • • • (n 1 P.G.T. MuuAON TYPICAL MU/IION TO MULLION INSTALLATION TYPE i4" 11000 BUCK TYP CAL MULLION TO STRUCTURE WITH WOOD R CK TYPE B" NOTF; 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL -TO -CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CUP -TO- OPENING. 2. REFERENCE TEST REPORT FTL -2902, 290.3 AND 2975 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. STAOCERED ON OPPOSITE SVCS So As NOT 70 Ir7R1 r 2 OR 4 A 112 FMS. 199/) MUST BE DADE COUNTY APPROVED. SEE NOTE 11 Robert L C P.B. PE 139'712 Structural 112 F.N. S.M.S. STAGGERED ON OPPOSITE SEES (SO AS NOT TD WIERfERE IITTTI EACH OTTER) SEE NOTE 11 112 .000 SCREW (1991) 9114. f} PERORATION ORD WOO BACK. AU. FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /I MIN. 4 O L MIN. 84 IM Pea F.K. 1 5 /3/04 aexe" !to: P.J.P. 1070 TECNNOLOOY ORNE P.O. BOY 7529 NOME% R 34275 NOKOMS FL 34274 Mot 19< rex ` 4/28/00 5 MULLS r _2. OR 4 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK RFMOVED FROM CONC. TYPE C" MIN 2 11 ( MIN r -2" OR 4 TYP CAL MUIJ ION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS A - ADO NOTATION 1 HEAVY WALL MULLION & CLIP INSTALLATION DETAIL SAVA 1x STAG 7RED ON OPPOSITE sloes (s_C_ AS _ _OT TO arTExrERE wnfr EACH OMER) SEE AIME 11 NM. fr TAPCaV ( MN PENETRATION erro OR BLOCK STRUCTURE ALL FASTEERS Mt2T BE O4DE COUNTY APPROVED. SEE NOTE 11 m«e 2 , 06 /12 F.N. SMS- STRXERED ON OPPOSTE SIDES (SO AS NOT FO EACH ORER) SEE NOTE /f MW. fl' TAPCON (244 M IL 4 PENVIMI V DVn, CC N CRE7E OR BLOCK STRUCTURE ALL FASTENERS MIST BE D4DE COUNTY .?.FPROVED. SEE 1401E If 1R000CT /UMW e.mr9 6621 Tae= A • • •• •• • • • • • • • 9 o • ••• • • • 4141• • • • 414. • • • • • • • • • • • • 4141• • • • • • • • • • ••• • • • • 41.41 • •• • • • • • • • • 41.41 • 4. . • •1 • • •• • • • • • • • • • • 41 41 • • •• • • • IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CUP LENGTH CHART FOR 1 x MULL MULL SIZE 41 41 • • • • • • •,-+ • • • 4141 • • ltg 1(� 41 4141. • • • •• • • • • • • ••• 1 If MAX • • ••� MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION 0110 / 1099 MIN. FROM ENDS (TYP) 1 I MIN. FROM (TIP) 1 14 MAX. F-A' -1 L MULL CUP THREE 13) ANCHOR LOCATIONS EXTRUSION ONO / 1099 MIN. FROM (TYP) I r I I J �-�}- i J I --A' -- I--- -A'- -i 1 ° MULL C, IP W/TABS REMOVED THREE (3t ANCHOR LOCATIONS EXTRUSION OM 1099 1 " MUL LIP W/TABS RFMOVED TWO (2) ANCHOR LOCATION$ EXT•U610N ONC 1 1099 1. REFERENCE TEST REPORT F1L -2902, 2903 AND 2975 MIN. FROM ENDS (TYP) I- 1 MAX -4 MIN. 1( MULL CUP FOUR (4) ANCHOR LOCATIONS EXTRUSION OM ( 1099 MIN. FROM ENDS (TYP) 21J I-- A'-- -J 1 MULL UP W/TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSN7N 0119 / 1099 P.J.P. 5/21/01 1070 TECHNOLOGY re* P.O. BOX 1329 ' NOKOMIS. n 34275 NOKOIBS, Ft 34274 MULLS M /N.J 1 MULL CLIP SIX (6) ANCHOR IOCATIONS EXTRUSION 0119 / 1099 MODUCTREVIStU as ay trit ae Plaids F Asesitrat No MIN rived Ur Igo* Oki Br ran 1•41thror F.K. 15/3/04 A — ADD NOTATTON S°a S•t 1 13 " 6 MIN. FROM ENDS (TYP) ENDS (TYP) 1 { . - e - 041 iJ 1 ` MULI, CLIP W/TARS REMOVED SIX (6) ANCHOR LOCATIONS CITRU90N MG 1 1099 ® TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ANCHOR LOCATIONS TRW 1" MULLION CLIP linneho No 6621 fore A • • ••• •• •• • • • • • • • • • • • • o eee • • • • • ••• • • • • • • ••• • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • — • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • ••• • • • • • • • • •• 1 3 3 8 4 1 •• • • • • •• • • f •• • • ••• •• • • • • • • • ••• •• 24 --1 i r 3 8 2 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 8 /r Robot L 1 .P.S. PE 839712 Structural 21 32 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 1 3 8 1 4 l 4 � PRODUCT UMW apIttrelt "Mb o •I� Jana SSOO6 ® TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R•.4 �: _ Rn••nc FI 5/3/04 1 4 — ADD NOTATION Own Or P.J.P. 5/22/00 1 WALL MULLION PROFILES orb* P.O. BOX 1528 5030: Moot pls4q Me. Rae 1070 TECHNOLOGY 0f NOK099S a 34275 NOKOM5 FL 34274 MULLS lx 4a6 6621 A 1x2x.375 2 Anchors - 51: - 7 . 40 — i - 711 : • • _;� -; : O@EIDIND YQIDTH IN INCHES 130 160 • 130 3 90: :100 110 120 MULL LENGTH IN INCHES O 42 1'5,5 • "g2 194 • • 130 • 130 • 130 130 130 130 130 48 129 116 107 102 100 99 99 99 99 99 50.625 115 100 91 85 82 80 80 80 80 80 54 84 ••81' i : • 68 : " 64 63 62 62 62 62 60 • 67 . 58.•• • 79 • 61: • • 47 :1 44 42 41 41 41 41 63 58 • : 4.C. • 43• 14 • • 36 • 40 • ' $4 `• • 3/. 32 35 30 34 29 34 28 34 28 68 50 • 72 38 32 29 26 24 22 21 20 20 o f 76 32 27 24 22 20 18 17 17 16 78 30 25 22 20 18 17 16 15 15 - 84 24 20 17 16 - 90 96 19 18 16 - - - - - - - - - - - - - - - 108 - - - - - - - - - -- 111 - - - . - - - - - 144 - - - - - - - - - - 1x2.75x.375 3!4 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES 0 42 1701170 170 170 170170 1541170 170170 170170 170:170 1491170 170170 1491170 170170 1491170 170:170 1491170 48 1701170 1701170 1611170 1501170 1491170 50.625 170 161 148 140 136 134 134 134 1181141 92 134 1181141 134 1181141 54 1681170 147'170 1351165 1261153 1191142 1181141 60 1451152 127 1161116 101 1001100 96 196 93 193 1 92 92 921 92 63 131;131 112 112 99 ; 99 90: 90 84 ; 84 80 180 77 177 761 76 76 : 76 76 76 66 1131113 97 1 97 85 85 77177 72i 72 68 1 68 65 65 641 64 63 183 63 163 72 88 73 173 73 1 73 62162 57 65 54 50 65 54 50 5858 49149 45 1 45 54 154 45145 41 1 41 50 1 50 42 142 48 40 48 40 46 :46 38138 45 1 45 37137 44 144 36 6 76 78 67 38 1 38 — t - 3030 1 30 36 36 35 1 35 33 26 126 32 84 54 ; 54 45 45 40 40 35 ; 35 32 28 28 27 ' 27 24 24 1 9 9 0 4 3 1 4 3 3 7 1 3 7 3 2 3 2 2 8 2 8 2 6 1 2 6 2 4 1 2 4 2 2 2 2 2 1 2 1 2 0 1 2 0 96 36 : 36 30 1 30 26 23 23 21 : 21 19 18 18 17 17 16 1 16 15 108 25 1 25 21 121 18 1 18 16 16 - 1 - - 1 ' - - - 1 - - i 111 23 :23 1 9 1 1 9 1 7 : 1 7 15 15 _ 1 ' ' ' - - - - - - ; — NOTES: • • ••. • • . .. • • • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • o eee • • • • • ••• • • • 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Rober PEi397l2 PB Sntaucel Vertical Mull �Opening4 Width Horizontal Mull Opening With - r Mull Length Mull Length Multiple Mul ed Units \Opening Width Mull Length ® TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS rime ex 1 PAK r.K. 5/3/04 tram Br P.J.P. 1070 TEL70ioCtxY D/0YE P.O. BOX 1529 NONCOM, R 34275 NOKOM4 FL 34274 owe Br•raw 4 /2s /oO oavg0x PRESSURE CHARTS s«•yro•rn MULLS AMMam A —ADD NOTAnON NT Sheet: 5o+6 1" HEAVY WALL MULLION amen° 6621 1� A 1x4x.375 4/6 Anchors OPENING WIDTH IN INCHES 120 50 60 70 80 90 100 110 130 160 MULL LENGTH IN INCHES 0 42 170 1701170 170 1701170 170 1701170 170 1701170 170 170 170 170 170 170 48 170,170 1701170 1701170 170,170 170,170 170,170 50.625 170 1701170 170 1701170 170 170'170 170 1691170 170 1621170 170 1581 0 170 170 157 170 157'170 170 157170 54 60 1701170 1i15: 1701170 1591170 1541170 1441170 1431170 133 1381170 1261170 1311170 1211170 1281170 1171169 1271170 116;166 1271170 1161165 105,144 1271170 63 1161165 1051144 66 170,170 1501170 1351170 _1170 1251170 1171166 1121156 1081150 106 145 72 1541170 1341170 1201165 1101148 1031136 981127 941 91 115 891112 881111 76 144,170 125,160 1121140 1021126 95,116 90 1108 86,102 83 98 81 1 95 79193 78 140 121 108 99 92 87 1 99 83 93 80 89 78 1 87 75 84 128 138 111 i 117 98;10290,92 83,83 77;77 73;73 69 69 68, 66 62 62 90 112 112 95195 82182 74 74 67 167 621 82 58 58 54 154 52152 42 42 281 28 481 48 96 92 92 78 671 67 60 60 54154 37 , 37 501 50 47 47 44 30130 38 25 , 25 108 64 64 54 154 47 147 42 42 34 134 32 32 111 59 59 50 43 38 38 34 31 1 31 29 29 27 26 23 - 1 - 144 27 27 22,22 1 9 1 1 9 17117 1 5 1 1 5 - 1 - - - - i - 1 - • • ••• •• •• • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • ••• • •• • • • • • • • • • ••• • • • • • • • 0 170470 170'170 1781176 170170 1601170 148,189 1411161 50.625 1 148 136 ) 54 152,17 f35ti5S 13e 34 1161183 60 1331152•1.17PM 1Q61 Iilg 1175 63 1251143 99 ;1 66 118,135 10311 1 42 48 170,170 72 1061 76 911 78 84 184 84 67167 90 96 44;44 108 31,31 166 54 , 54 111 29129 144 1 • 92 n1 71 57;57 46148 3 26128 24 1 24 eb • - • ......N ➢ a 1 � TH . 70170 138,158 2'J43 112328 70 ':80 • 931107 86197 81 73 68168 61161 63 56 94 110! 474 81 90 , 50 50 44 44 401 40 32132 40140 36136 33 133 29 129 26 28 23,23 20120 18 , 18 21 1 21 18,118 17117 67 561 56 51 1 51 1x2.75x.650 3/4A IN INCHES • 100 110 120 130 160 170170 i 1701170170 1371157 137,157 1701157 170'170 1371157 123 1091125 S01103 83195 77 , 85 63T 52152 48 37 1 37 30130 75 182 58 158 123 1081124 88 1101 81 93 60160 49 1 49 45 35 ; 35 28128 123 1081124 88 1100 80191 73 180 47 147 43 33 1 33 26 126 154 1081124 88 1100 8o; 91 73 179 561 56 46,48 42 1 42 32 ; 32 25 125 '170170 1701157 123 108,124 88 1 100 80 73 1 79 serf 45, 45 40 30130 23 123 24 124 23 21 121 20 1 20 18 ' 18 17,1715,15 - 1 - - 1 - 1 - 15 - 1 - - 1 - - 1 - - 11 - NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Wzo P P.E E 12 tructural TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 7070 TECHNOLOGY WANE P.O. BOX 1329 NOKOJAM R 34275 NOKOwMIS. FL 34274 Vertical Mull Width 1 Opening Width Mull Length Horizontal Mull Mull Length — ' F.K 15/3/04 oo.. 9r P.J.P. Multiple Mulled Units \Opening Width Mull Length 4/28/00 ssiboioda MULLS NTS Short 6 .'6 PROOUCTM4Va ;U 030,1041M010.1 %Mee ItsAio% A - ADO NOTATION PRES SURE CHARTS 1a1.: 1" HEAVY WALL MULLION mow. 6621 A MI A MFL IADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Windoor, Inc. 1978 Stanhome Way Orlando, FL 32804 SCOPE: -21, f 3 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 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 8000 Aluminum Sliding Glass Door with 5' Wide and 8' High Panels APPROVAL DOCUMENT: Drawing No. WIND0081, titled "Series 8000 SGD Large Missile 5080 Panels ", sheets 1 through 14 of 14, prepared by Product Technology Corporation, dated 09/13/04 with revisions "A" 12/29/04, signed and sealed by Eric S. Nielsen, 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 • L Each.anit shall bear a permanent label with the manufacturer's name or logo city, state and f ollowiagstatemorit: "ldliami -Dade County Product Control Approved ", unless otherwise noted herein. • • RENEWAL ofthis NbA shall be considered after a renewal application has been filed and there has been no • change in the apiEabli building code negatively affecting the performance of this product. TEigsIIIIATIUN °tins NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ea:nanufacture of the product or process. Misuse of this NOA as an endorsement of any ▪ proilnct for sales, stl%ertising or any other purposes shall automatically terminate this NOA. Failure to comply • • with any section of Mil NOA shall be cause for termination and removal of NOA. • AIZVE ISEMJr '+ The NOA number preceded by the words Miami -Dade County, Florida, and followed by the election dat displayed in advertising literature. If any portion of the NOA is displayed, then it shall be dongjpits entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 04-1020.03 Expiration Date: March 17, 2010 Approval Date: March 17, 2005 Page 1 • • • • . ' Windoor. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. WIND0081, titled "Series 8000 Pocket SGD Large Missile 5080 Panels ", sheets 1 through 14 of 14, prepared by Product Technology Corporation, dated 09/13/04 with revision "A" 12/29/04, signed and sealed by Eric S. Nielsen, 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 a sliding glass door, prepared by National Certified Testing Laboratories, Test Report No. NCTL -210- 3040-2 dated 07/28/04, signed and sealed by Gerald J. Ferrara, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM -E 1300, and structural analysis, prepared by Product Technology Corporation, dated 09/13/04, signed and sealed by Eric S. Nielsen, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0415.13, issued to Solutia Inc. for their "Vancea • Composites used for Lamination of Glass ", approved on 12/11 /03 and expiring on • • •••• • • • • .• •.• 12/11/08. • • .•.• • . .... • • • B. STTr' E1 ENTS • • •••• • 1. • • • .3ttement letter of conformance and no financial interest, dated 10/14/04, signed and • ..•. sealed by Eric Nielsen, P.E. .... • . ••• •••• • .. • • • • •. • OTHER • 1. • .: Lotter from the consultant stating that the product is in compliance with Florida • wilding Code (FBC). •••• • • • • E -1 ,KAAft Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 04-1020.03 Expiration Date: March 17, 2010 Approval Date: March 17, 2005 DESIGN PRESSURE TABLE PANEL SIZES 1 1/2" SILL RISER 2 1/4" SILL RISER 3" SILL RISER 3 1/2" SILL RISER 4" SILL RISER ALL 6'8" HIGH PANELS +40/ -120 +60/ -120 +80/ -120 +100/ -120 +120/ -120 42" X 96" OR LESS +40/ -120 +60/ -120 +80/ -120 +100/ -120 +120/ -120 42 -1/8" TO 48" X 96" +40/ -115 +60/ -115 +80/ -115 +100/ -115 +115/ -115 48 -1/8" TO 60" X 96" +40/ -100 +60/ -100 +80/ -100 +100/ -100 +100/ -100 APPROVED CONFIGURATION TABLE 2 TRACK X0, OX, XX, OXO, OXXO, XXXX, PX, XP, PXX, PXXP, PXXXXP 3 TRACK XXX, OX X, XXO, OXXX, XXXO, XXXXXX, OXXXXO, OXXXXXXO, PXXX, XXXP, PXXXXXXP 4 TRACK XXXX, OXXX, XXXO, XXXXXXXX, OXXXXXXO, PXXXX, XXXXP, PXXXXXXXXP • • ••• •• •• • • • • • • • • • • • • • 0 000 • • • • • • • • • • • • • • • • • • • TABLE OF CONTENTS SHEET 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SHEET DESCRIPTION ELEVATION & GENERAL NOTES ELEVATION & GENERAL NOTES ANCHORING DETAILS 2 TRACK'VERTICAL CROSS SECTIONS 3 TRACK VERTICAL CROSS SECTIONS 4 TRACK VERTICAL CROSS SECTIONS 2 TRACK HORIZONTAL CROSS SECTIONS 3 TRACK HORIZONTAL CROSS SECTIONS 4 TRACK HORIZONTAL CROSS SECTIONS 2, 3 & 4 TRACK HORIZONTAL CROSS SECTIONS GLAZING DETAILS BILL OF MATERIAL COMPONENTS COMPONENTS • • • ••• • • e • • • • • • • • •• • • • • • • • • ••• • • •• • • • • • • • e • • ••• • •• • • • • • • • • • • • • • • •• • • • •• ••• •• • • ..� ..• •A,I.,I,, } �+,! �' • RECORD. ' ' ' • 3) PRODUCTS ARE APPROVED* FOR 'USE WHEN wee • MISSILE IMPACT RESISTANCE IS REQUIRED. IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED 4) SEE DESIGN PRESSURE TABLE AND APPROVED CONFIGURATION TABLE SHEET 1. sYd r`7 e"d, beer dead 1$00)/011 REVISION 7/ 0 "BOR" 0 0 "El" X *// "AI X ul 0 N to co 6000 OXXX SLIDING GLASS DOOR 2 TRACK "BOR" PANEL (FIXED) = 61 5/16" X 94 5/16 "El" PANEL (ACTIVE) = 62 1/16" X 94 5/16" "Al" PANEL (ACTIVE) = 61 5/16" X 94 5/16" "BO" PANEL (ACTIVE) = 61 5/16 X 94 5/16" 2/69/06 me. DATE BY 1 ((v (Cr Erie S. N1elsen F1 ,1 P. E. N or 1 323 4 Product T edA�ro 1150 Levlecne Ave 8 Winter Park. Florida 32789 R'4¢ 0 r 50 t a Authetz 06n 80. 8591 wamsi 76draEe7 eaF"aeva Real 07=6134 4 Far 017.6716337 0 "BO" X WEEP HOLES 1" x 3/16" TYP. WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 TILE' SERIES 8000 SGD LARGE MISSILE 5080 PANELS ELEVATION AND GENERAL NOTES . MEM = eq • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • 8000 POCKET PARTIAL E 14TION 2. 3 AND 4 TRACK •• • • •• • • • ••• •• • • • • • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • •• • • • • • • •• •• ••• 296.310" TESTED WIDTH • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • 5 000 PXXXX SLIDING GLASS DOOR 4 TRACK "CN" PANEL (ACTIVE) = 61 5/16" X 94 5/16 "Cl" PANEL (ACTIVE) = 61 5/16" X 94 5/16" "C2" PANEL (ACTIVE) = 61 5/16" X 94 5/16" "AOR" PANEL (ACTIVE) = 61 5/16" X 94 5/16" SYN 52.250" MAX. D.L.O. A Per Da• Yes mm 19/03/04 REV670N fi "D1" 0 WEEP HOLE 1" X 3/16" TYP. 2/ 4 DATE DAL BY "Al " 8000 OXXX SLIDING GLASS "01" PANEL (FIXED) = 61 "Al" PANEL (ACTIVE) = 61 "C" PANEL (ACTIVE) = 61 "AOR" PANEL (ACTIVE) = 61 Erie S. Stetson Florida P. E. No 41323 Prod=t Technolog tlon 1150 toublana Ave? Su2e 8 W1nter Park. Flarlda 32789 FHPE Waxes AS Patteratcatto K0. 6581 yi "AOR" X DOOR 3 TRACK 5/16" X 94 5/16 5/16" X 94 5/16" 5/16" X 94 5/16" 5/16" X 94 5/16" WEEP HOLE 1" X 3/16" TYP. WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 TDLSERIES 8000 SGO LARGE MISSILE 5080 PANELS ELEVATIONS AND GENERAL NOTES MANED 13' 1/011 DRL // imairrirgy N.T.S. 09 WIN 13 D0081 SHAM P 407 2.094 sirs 407"2' ^. 1 A 2 OF 14 it • • 000 • • • 000 •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • 0 • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • •• ••• • • • • 99 • • • • • • 1 • • • 1 • •• e • • • • PPO •• 4 P. con tam eobe 11,#b3 91 SYM REVISION (K14 ErIc S. Nleleen F1o,1da P. E. No. 41323 Product Technology on 1150 Louisiana Ave.. 'te 8 Winter Park. Fladda 32789 FERE Oertr Ms of Ash M0. MI PROW= CA Apps IS 0.000110 •1r 0)• WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 4 °"SERIES 8000 SGD LARGE MISSILE 5080 PANELS ANCHORING DETAILS DRL owe 09/13/04 /wI L N.T.S. 00 WIND0081 18" MAX. 0.C. FOR 3 & 4 TRACK 13" MAX. 0.C. FOR 2 TRACK I t 1 1 1 INSTALLATION ANCHORS (SEE NOTES 3, 4 & 5) SERIES 8000 OXXX REINFORCED SUDING GLASS DOOR SEE NOTES THIS SHEET —L 1___ Y Y QU Q Y � Y J U } 00 N M = Ct K t,. Li U U 0 0 f ih co L6 5.7 "J 0.C. MAX. INSTALLATION NOTES; 1) SHIM AS REQUIRED AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 2) ANCHORS REQUIRED AT EACH ANCHOR LOCATION SHOWN ARE AS FOLLOWS: FOR 2 TRACK FRAME, TWO (2) ANCHORS; FOR 3 TRACK FRAME, THREE (3) ANCHORS; FOR 4 TRACK FRAME, FOUR (4) ANCHORS. 3) CONCRETE OR MASONRY SUBSTRATE WHERE ONE BY, NON - STRUCTRUAL, WOOD BUCKING IS EMPLOYED, USE 1/4" DIAMETER. RAWL TAPPER CONCRETE SCREW ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM OF 1 1/4 INTO CONCRETE OR MASONRY. 4) W000 FRAME SUBSTRATE, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 1/2" INTO WOOD FRAMING. 5) STEEL STUD SUBSTRATE, USE 1/4" TAPPING SHEET METAL SCREWS OF SUFFICIENT LENGTH TO PENETRATE BEYOND THE STEEL FRAMING A MINIMUM OF THREE PITCHES OF THREAD. 6) HOOK STRIP ANCHOR SPACING 5.7" O.C. MAXIMUM 18" MAX. O.0 HOOK STRIP INSTALLATION (SEE NOTE 6) SERIES 8000 PXXXX REINFORCED SUDING GLASS DOOR SEE NOTES THIS SHEET 0 4 4 n 4 4 • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • e • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • •• • • • • • 4 '•• 4• • •• 4• I • • 4 ! 4 •4 4• • 1 1/4" MAX. SHIM SPACE • • • • • • • • • • • • • EXTERIOR 1 /4" MAX. 1' IpI' , _1 SHIM SPACE , + 11 l�� 777 CD fil t FXTERIOR ® • Is a SECTION B 1 1/4" MIN. EMBEDMENT O FIXED PANEL o l pti i ©w • w w 6 d G I d .d .d • •® a d d d • • SECTION A CONCRETE BY OTHERS 5YN Pet 6= emr O 8Y 2Y IA7. Vl.k. SHIM AS REQ'D (SEE NOTES ON SHEET 3) EXTERIOR 20 GA. TWO BY STEEL FRAMING BY OTHERS SECTION C teed 12/03/04 REASON (SEE NOTE 5 SHEET 3) 1 1/2" MIN. EMBEDMENT 1/4" MAX -I SHIM SPACE SHIM AS REQ'D (SEE NOTES ON SHEET 3) EAo S d ' Florida P. E. No. 41323 Rodent Technology Co�poratlon 1150 l.auhkrto Ave., 711 0 Winter Pork Floddo 32789 FOPE Co89,ote or Neto58Son NO. 8581 EXTERIOR SEE GLAZING DETAILS SHEET 10 $ECTION R APpreeed 03�b8 •t•re . WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 "'SERIES 8000 SGD LARGE MISSILE 5080 PANELS 2 TRACK VERTICAL CROSS SECTIONS Oft DRL . wm 09/13/04 �L sake N.T.S. D64. YYINDOD81 18.M stint Phases 407m26334 fa, 407.0=6335 A 4 OF 14 EXTERIOR 1/4" MAX. SHIM SPACE SECTION K • ••• • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • oo • A•• • •. 4 • 0 • • • ••• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• • . • • • • ff "• t ts> • a i �• • • • • • ••• •• SHIM AS REQ'D (SEE NOTES ON SHEET 3) 1/4" MAX. J SHIM SPACE FIXED .. PANEL ill 41) m O 0 sloe ®m ®m® 20 GA. TWO BY STEEL FRAMING BY OTHERS (SEE NOTE 5 ON SHEET 3) RI t 1 1/2" MIN EMBEDMENT 1/4" MAX SHIM SPACE EXTERIOR SHIM AS REQ'D (SEE NOTES ON SHEET 3) SECTION M 1 1/4" MIN. EMBEDMENT EXTERIOR .4 .4 4 SECTION 4 CONCRETE BY OTHERS SIN SECTION I Per Daft h0a doted t2/07/04 WIP/ 4 DAZE DR BY Edo S. N ftortdo P. E. No. 41323 Product TedtruSogy 1150 loulst .,Suit• 8 Winter Park Floido 32769 RIPE CoCReab of larthededlen ND. nut WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 °n.° SERIES 8000 SGD LARGE MISSILE 5080 PANELS 3 TRACK VERTICAL CROSS SECTIONS PINPMED 611 �°!L Pt.ne 407.B7.0131 r 407.629.6T15 95116E: N.T.S. REV: A DRL 09/13/04 MO. Nat WIND0081 5 OF 14 ONE BY WOOD BUCK BY OTHERS SHIM AS REQUIRED (SEE NOTES ON SHEET 3) EXTERIOR EXTERIOR • • ••. • • • • •. • • • • • •. .• • • • • • • • • •.• • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • .• • • • • • • • • • • • • • .• • • • .• SECTION T MOVING PA EL • • • • • • •. • • • • • • • • • • • • • • • •.• • • • • • • •• • • • • • A. ••• •• 1 1 4" MIN. EMBEDMENT } 1 1/4" MAX. SHIM SPACE SHIM AS REQUIRED (SEE NOTES ON SHEET 3) SHIM AS REQUIRED (SEE NOTES ON SHEET 3) 1/4" MAX. SHIM SPACE WOOD FRAMING BY OTHERS 1 1/2" MIN. EMBEDMENT SECTION U a CONCRETE BY OTHERS SECTION S 1 1/4" MIN. v EMBEDMENT Per m0. bar 036.1 12/85/84 EXTERIOR 1>N+a/01 DATE ove eT SECTION V Erla S. Nielsen Florida P. E. No. 41323 Product Technology Corporation 1150 Louisiana AV.., Suf . 8 Winter Park Florida 32789 CsrtlfTmte of h 88,88ffin N0. 8881 Approved o AelN1171 u• • WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 SERIES 8000 SGD LARGE MISSILE 5080 PANELS 4 TRACK VERTICAL CROSS SECTIONS te e, r / tom Aa• 4m7. U4 'RA a3a.11228333 DRL N.T.S. A 09/13/04 dwo WIND0081 6 OF 14 rV BY OTHERS SHIM AS REQ'D. (SEE NOTES ON SHEET 3) SECTION E SHIM AS REQ'D (SEE NOTES ON SHEET 3) • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • CDCDOCDCDO •• • EXTERIOR -- 1/4" MAX. SHIM SPACE • • • • • • • • • • • • •• • • • • • • • •• • • • • • • ••• • •• • • • • • • • • • • •• • • - , I a! ' 'N . SECTION H E = f ■ Mill Q mm EXTERIOR Xi/ FXTERIOR REINFORCED DOORS SECTION I (SEE NOTE 5 ON SHEET 3) 20 GA. TWO BY STEEL FRAMING BY OTHERS SECTION F EXTERIOR SEE GLAZING DETAIL SHEET 10 A Sne M Cods hear ere t2/03/04 REMON ORL DATE BY i np (e:s Ede S Kenn Florid* P. E No. 41323 Produc T ecl o ogy Catao lat1o n 1150 t tauleiano Av., to 8 Winter Park. Florida 32789 a9ae Caanma M ANOsorlivilon N0. OM WINDOOR. INC. 1978 STANHOME WAY, ORLANDO, FL 32804 TI SERIES 8000 SGD LARGE MISSILE 5080 PANELS 2 TRACK HORIZO A CROSS SE ONS DRL 09/13 04 Product T oms moardba Phone 407822134 Awl L For 4O7mu360 A Ap•rwod. a•m/ly't•rill A• P , N.T.S. WND0081 7 OF 14 PANEL CONSTRUCTION EACH PANEL HAS COPED & BUTTED CORNERS. EACH CORNER IS FASTENED TOGETHER WITH TWO #10 X 1 1/4 SS PAN HEAD SCREWS. V 11 ILI \J ONE BY WOOD BUCK BY OTHERS SHIM AS REQ'D. (SEE NOTES SECTION G ON SHEET 3) SHIM AS REQ'D. (SEE NOTES ON SHEET 3) (SEE NOTE 5 ON SHEET 3) 20 GA. TWO BY STEEL FRAMING BY OTHERS SECTION N SHIM AS REQ'D (SEE NOTES ON SHEET 3) • • • •• • • • ••• •• •• • • • • • • •• • • • • • • • • ••• • • • o • • • • • • • e e e•• • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • o 6; - 1/4" MAX. SHIM SPACE SECTION 0 • • • • • • • • •• • • • • • • • • ••• •• EXTERIOR • •• • • • •• • • • • • • • • • • • • • • •• ••• •• •• • •• SECTION Q SYY EXTERIOR Pea O. liar Adel 19/3/04 REVStON T JY SECTION R PANEL CONSTRUCTION EACH PANEL HAS COPED & BUTTED CORNERS. EACH CORNER IS FASTENED TOGETHER WITH TWO #10 X 1 1/4 SS PAN HEAD SCREWS. Erb S. N'.esn Florida P. E. No. 41323 Product Te laiana v .. Sult aticn 1150 louhhna Ave.. Salle 8 Wlntar Pare. Florida 32769 iB1E Qrafkat. nl PANhertsaan NO. 8181 22 '� ° o m '�III'I CO MI m 4 mi ll i ll GO 0 l 10 ® SECTION P ONE BY WOOD BUCK BY OTHERS SHIM AS REQ'D. (SEE NOTES ON SHEET 3) •13910 Ptr:. WIND00R. INC. 1978 STANHOME WAY, ORLANDO, FL 32804 ° SERIES 8000 SGD LARGE MISSILE 5080 PANELS 3 TRACK HORIZONTAL CROSS SECTIONS ROMEO LA) »c DRl taae, 09/13/04 � OcapartiNes ic1tF N.T.S. 0A Rees 44.699 -e734 Fat 407.821333 A a+•1 WIND0081 9Nrar 8 OF 14 1 1/4 MINT EMBEDMENT WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT • • ••• • • • ••• • . • • • • • • • • • • • • • • • • • • • • e • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • SECTION W SECTION Z •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • •• • • • • • • • • ••• ••' 20 GA, TWO BY STEEL FRAMING BY OTHERS (SEE NOTE 5 ON SHEET 3) A Pa Pao. ax,r Add 12/03/01 SYL1 REVISION SECTION Y (SEE NOTE 6 ON SHEET 3) SECTION AA 12/29/04021 (WE 8Y Eric S. *Moen Flondo P. E. No. 41323 Product Tectrnotow Corona on 1150 Lou'alona %Inter Parts. Flondo 32789 RAE Ger:Mato of Aud,mtratmn 1D. 9691 1i` °—•- VI 1;1 mm .i so.. EXTERIOR SECTION X PANEL CONSTRUCTION EACH PANEL HAS COPED & BUTTED CORNERS. EACH CORNER IS FASTENED TOGETHER WITH TWO #10 X 1 1/4 SS PAN HEAD SCREWS. WINDOOR. INC. 1978 STANHOME WAY, ORLANDO, FL 32804 1 ^ 9 SERIES 8000 SW) LARGE MISSILE 5080 PANELS 4 TRACK HORIZQNj . CROSS '! TIQNS ORL 09/13/04 sae N.T.S. owa WIND0081 P9111d 1 elAci a7 Cor5ac6n 11tY: Phmr 49.677.6331 itra 107.0.28133 WOOD FRAMING BY OTHERS SHIM AS REQUIRED (SEE NOTES ON SHEET 3) •p,,,,ed • supplOss •lr 9 OF 14 BY OTHERS SHIM AS REQ'D. (SEE NOTES ON SHEET 3) 1 1 SECTION BB EXTERIOR 1 1/4" MIN. EMBEDMENT CONCRETE OR MASONRY BY OTHERS ONE BY WOOD BUCK BY OTHERS SHIM AS REQ'D. (SEE NOTES ON SHEET 3) 1/4" MAX. SHIM SPACE EXTERIOR SECTION CC REVISION EACH EACH TWO #10 X 1 THREE #10 SEE NOTE 5 SHEET 3 Eib S. N7a5an Florida P. E. No. 41323 Product Teehtmlo9y Corporotlon 1150 Louisiana A... SSufOss 8 YJhlter Park Floddo 32789 RIPE CmCPcat. at Pathartatbn N0. Qa91 SHIM AS REQUIRED (SEE NOTES ON SHEET 3) EXTERIOR SECTION DD FRAME ASSEMBLY FRAME HAS NOTCHED AND BUTTED CORNERS. CORNER IS FASTENED TOGETHER AS FOLLOWS: 1/4 SS PAN HEAD SCREWS ON THE 2 AND 3 TRACK. X 1 1/4 SS PAN HEAD SCREWS ON THE 4 TRACK. Air WINDOOR. INC. 1978 STANHOME WAY, ORLANDO, FL 32804 mte SERIES 8000 SGD LARGE MISSILE 5080 PANELS 2 3 & 4 ' K HORIZONTAL CROSS ECTIONS 04 / 1" GLASS BITE 9/16" IMPACT GLASS O.A. CONSISTING OF: 1/4" HEAT STRENGTHENED; 0.075 VANCEVA; 1/4" HEAT STRENGTHENED • • ••• • • 0 0.0 • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • •• ••• •• GLAZING TYPE A • •• • • • 0 • • • ••• •• • •• • • • • • • • • • • • • • • Pa ma. ea.r ma 0./10/0 REVISWN t2/0/0 DATE BY GLAZING TYPE B 1 1" GLASS BITE lue Ertc S. Nloti - Florida P. E. No. 41323 Product Technology C�por� o 1180 lou�lono Aye.. o 5uite n Winter Parts. Florida 32789 FEPE aerCF.te of 4.Lraeaam .81. 8881 1" INSULATING GLASS O.A. CONSISTING OF: 7/16" TEMPERED; 0.075 VANCEVA (INSIDE LITE) 3/8" AIR SPACE; 3/16" TEMPERED (OUTSIDE LITE) rcrtllm sn amsearstamv Rata! namloay Cemendion 6104 Ram 401.022.6314 co 07/026.10 A N .T.S. WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 1 ^� SERIES 8000 SOD LARGE MISSILE 5080 PANELS GLAZING DETAILS rw DRL t "'O9/13/O4 urax WIND0O81 Mar: 11 OF 14 7 FS -02182 3 TRACK SILL•PAN • • • �•• : EXTRUDED ALUM. A6063- 'KEYMARK 8 FS -02183 3 TRACK INSET' e : ' • • • • .BK1 .!JDED ALUM. A6063- 'KEYMARK 9 FS -02071 4 TRACK FRAME HEAD EXTRUDED ALUM. A6063- 'KEYMARK 10 FS -02070 4 TRACK FRAME JAMB EXTRUDED ALUM. A6063- 'KEYMARK 11 FS -02069 4 TRACK SILL PAN EXTRUDED ALUM. A6063- 'KEYMARK 12 FS -02184 4 TRACK INSERT EXTRUDED ALUM. A6063- 'KEYMARK 13 FH -01869 TOP RAIL /BOTTOM RAIL EXTRUDED ALUM. A6063- 'KEYMARK 14 F11 -02491 INTERLOCK EXTRUDED ALUM. A6063- 'KEYMARK 15 FH -01871 LOCK STILE /PLAIN STILE EXTRUDED ALUM. A6063- 'KEYMARK 16 FH -02165 FEMALE BUTT STILE EXTRUDED ALUM. A6063- 'KEYMARK 17 FH -01877 9/16" HORIZONTAL GLASS STOPS EXTRUDED ALUM. A6063- "KEYMARK 18 FH -01878 .9/16" VERTICAL GLASS STOPS EXTRUDED ALUM. A6063- 'KEYMARK 19 FS -02644 ROLLER BACK UP EXTRUDED ALUM. A6063-'KEYMARK 20 FS -01882 FRAME HEAD INSERT EXTRUDED ALUM. A6063- 'KEYMARK 21 F5 -02210 FRAME HEAD COVER EXTRUDED ALUM. A6063- 'KEYMARK 22 FS -01883 FRAME JAMB INSERT EXTRUDED ALUM. A6063- 'KEYMARK 23 FS -02726 FRAME STILE JAMB INSERT EXTRUDED ALUM. A6063- 'KEYMARK 24 FS -02208 SILL COVER EXTRUDED ALUM. A6063- "KEYMARK 25 FH -02813 3" SILL RISER ADD ON EXTRUDED ALUM. A6063- 'KEYMARK 26 FS -02209 SCREEN INTERLOCK ADAPTER SWEEIEXTRUDED ALUM. A6063- 'KEYMARK 27 FH -02395 SCREEN STILE EXTRUDED ALUM. A6063- 'KEYMARK 28 FS -02650 SCREEN ASTRAGAL EXTRUDED ALUM. A6063- 'KEYMARK 29 FH -02300 SCREEN TOP RAIL /BOTTOM RAIL EXTRUDED ALUM. A6063- 'KEYMARK 30 FS -02629 1 1/2" SILL RISER EXTRUDED ALUM. A6063- "KEYMARK 31 FH -02625 2 1/4" SILL RISER EXTRUDED ALUM. A6063- 'KEYMARK 32 FH -02626 3 1/2" SILL RISER EXTRUDED ALUM. A6063- "KEYMARK 33 FH -02939 4 1/4" SILL RISER EXTRUDED ALUM. A6063- "KEYMARK 34 FH -02641 ALUMINUM REINFORCEMENT BAR EXTRUDED ALUM. A6063- 'KEYMARK 35 FH -01879 1" HORIZONTAL GLASS STOP EXTRUDED ALUM. A6063- "KEYMARK 36 FS -01880 1" VERTICAL GLASS STOP EXTRUDED ALUM. A6063- 'KEYMARK 37 FS -02301 POCKET DOOR HOOK STRIP BASE EXTRUDED ALUM. A6063- "KEYMARK 38 FS -02172 POCKET DOOR HOOK STRIP BASE COVER EXTRUDED ALUM. A6063- 'KEYMARK 39 FS -02173 POCKET 000R HOOK STRIP EXTRUDED ALUM. A6063- 'KEYMARK • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • • ••• • • • • e e •s • • • • • • • • •• • • • • • • •• •• • • • • • • • • • • ••• ••• • ••• • •• • • • • • • • • • • • • • • •• 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 1414 w. oaf rm. ceta0 19/03/04 REWSION 19/09/04 OATE TP870 1988 -9000 TP876 W33351NK000 W33221NK000 W23401NK W13131NK v998B NRAHP 2468 2470 SGD 205 -CH PCT 300 WHYC NPG PJ5 7623- 09 -SS -N 18 x 16 TP -055 .175 SSS SIKA 552 NSB 3/16 -3/4 -2 Net ay 112Y(n Eric S Nteleen Florida P. E. No. 41323 Product 1 1 50 ln uloia l o k . Sol tallon 150 ula:aro Ave., b 8 Writer Para. F1ari4a 32789 FIVE Makes at kd,00alan t . 6681 TANDEM ROLLERS IMPACT GLASS STOP VINYL OLYMPUS HANDLE SET INTERLOCK BUMPER TOP /BOTTOM RAIL FINSEAL .187 x .350 WEATHERSTRIP FINSEAL .187 x .220 WEATHERSTRIPING .187 x .400 WEATHERSTRIPING .187 x .130 GLAZING TAPE 1/4" x 3/8" PANEL HEIGHT ADJUSTMENT HOLE PLUGS DUAL POINT MORTISE LOCK MORTISE LOCK THUMB TURN LOCK & KEEPER HANDLE NYLON PANEL GUIDE ROLLER FIBERGLASS SCREEN MESH SCREEN SPLINE SEALANT GLASS SETTING BLOCKS 9/16" OA CLEAR HS GLASS: 0.075 VANCEVA COMPOSITE VS02 INTERLAYER 1" OA I. TEMP. GLASS: 7/16" TEMP.; 0.075" VANCEVA COMPOSITE VS02 INTERLAYER; 3/8" AIR SPACE; 3/16 TEMP. 1/4" DIA: RAWL TAPPER #12 WOOD SCREW 1/4" SELF TAPPING SHEET METAL SCREW #8 X 1/4" PH MACHINE SCREW SILICONE CAULK .750" HIGH X 1.50" X 2.25" DUAL FINNED DUST PAD MMMOVA IONAMIIMMIAMMI p . _R=.407.192=34 Fag 4C7.FJ Mes WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 7rt1F SERIES 8000 SGD LARGE MISSILE 5080 PANELS BILL OF MATERIALS 0Rx1 DRL 09/13/04 SCAM WO. K0. N.T.S. WIND0081 REV. A DIEM 12 OF 14 • • ••• Co ee • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • •• • • • • • • • • w • • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • 11 • • • 3 TRACK FRAME HEAD' TYP. WALL THICKNESS 0.075 6.970 1 11 50 4 TRACK FRAME HEAD TYP. WALL THICKNESS 0.075 t• LIIHHH E 9.345 16 FEMALE BUTT STILE TYP. WALL THICKNESS 0.080 Mir wr • 3 • TRACK • FRAME JAMB TYP. WALL THICKNESS 0.075 . 6.800 12 4 TRACK FRAME SILL INSERT TYP. WALL THICKNESS 0.075 0.852 f 9.082 r•-■ �--- 4.450 -� 4.125 1.250 10 4 TRACK FRAME JAMB TYP. WALL . THICKNESS 0.075 I Y I L� 0 O O 9.175 O 13 PANEL TOP & BOTTOM RAIL TYP. WALL THICKNESS 0.080 �--- 3.500 --- j DIE T 1.57 1.570 3 TRACK FRAME SILL PAN TYP. WALL THICKNESS 0.080 no 44 1 1f 1.250 7.475 14 PANEL INTERLOCK TYP. v_y WALL THICKNESS 0.080 3.500 --{ Por am. a1 0 mt.e 12/03/61 1a/s6pc DATE DAL ( Y(� Eric S. Matson FbAda P. E. Me. 41323 Product Technology Corporo0on 1150 LoldNOno Ave., Suite 6 Winter Port. F7wko 32789 FBPE Cortffloolo of AWrwtratbn N0. 8411 O 3 TRACK FRAME SILL INSERT TYP. WALL THICKNESS 0.075 • 6.707 11 4 TRACK FRAME SILL PAN TYP. WALL THICKNESS 0.080 9.850 1.250 15 PANEL LOCK /PLAIN STILE TYP. WALL THICKNESS 0.080 if-3.500 --� 1.7 ..T 0.851 MOW •ffr -rear WIND00R, INC. 1978 STANHOME WAY ORLANDO FL 32804 T SERIES 8000 SOD LARGE MISSILE 5080 PANELS COMPONENTS PIER= or Adr MI/ T. NSA ORL 811111: N.T.S. wxu 07.822036. Fm 6e762103u A 010 09/13/04 o•a Mk WIN0008I 0666 13 OF 14 7- FRAME STILE JAMB INSERT TYP. WALL THICKNESS 0.060 H-+1.170 0.710 SCREE/BOTT M O 29 R AE TYP TOP WALL THICKNESS 0.064 1 ( -- 2.588 - I 1.144 O 1" HORIZONTAL 35 GLASS STOP � 1.625 � -- 0.225- • • • • • • • • • • • • • • • • • • • • • • •• .• • • • • • • • • • • •• • • • • ••• •• • • • • • • • -11.650E; 0.225 • • •• • • • • • • • • • • • FRAME SILL COVER TYP. WALL THICKNESS 0.050 -1 2.025 6 J 0.670 1 1-1/2" SILL RISER TYP. WALL THICKNESS 0.060 711.500 + 1 0.810 1" VERTICAL GLASS STOP • • • • ••• • • •• •• • • • • 0 • e ••• • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • • • • • •• ••• •• • •• • • • �--.4 -1.375 . 3" SILL RISER TYP. WALL THICKNESS 0.060 110.8 2 -1/4" SILL RISER TYP. WALL THICKNESS 0.060 --I 2.250 I- = 0.810 POCKET DOOR HOOK STRIP BASE TYP. WALL THICKNESS 0.075 3.50 1.750 _L. SYN Per Der. - 12/06/04 EVASION I- 1 f- -0.850 26 SCREEN INTERLOCK ADAPTER TYP. WALL THICKNESS 0.060 H-1 -1.146 0.503 �_ �� 3 1/2" SILL RISER TYP. WALL THICKNESS 0.060 353550 I 11 1 0.810 POCKET DOOR STRIP 38 HOOK BASE COVER TYP. WALL THICKNESS 0.075 0.975 -1.650 1-- T DATE BY Eric S. l Ntat Rondo P. E. No. 41323 Product Technology tlon 11fiO tout no fera., e Winter Porkt, Rorldo 327139 FETE atruneohl of krtiviettatten NO. 88041 27 SCREEN STILE TYP. WALL THICKNESS 0.062 �-- 2.588 -i 1.144 33 0 4 1/4" SILL RISER TYP. WALL THICKNESS 0.060 4.250 1 0.810 man 411Pw .r Predict TsAmbm ciwm8m Ron 401.632.6264 Fag 407.0 2=3 7 28 SCREEN ASTRAGAL TYP. WALL THICKNESS 0.050 1.100 1 1 REINFORCEMENT BAR TYP. WALL THICKNESS 0.250 1.560 39 O POCKET DOOR HOOK STRIP TYP. WALL THICKNESS 0.080 4.500 --{ 0.831 '/F1,: , Tat r.ht, WINDOOR, INC. 1.488 1 Weida RAW 1978 STANHOME WAY, ORLANDO, FL 32804 "rtuo SERIES 8000 SGD LARGE MISSILE 5080 PANELS COMPONENTS DRL • • . .0.... • a • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • The submitted docifdi&Itation was reviewed by Theodore Berman, P.E. • . . S 062 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, 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 proclucc,•fo sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with dalbf section of t NOA shall be cause for termination and removal of NOA. ADOJSEME'NT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration dale i iaYle displayed in advertising. literature. If any portion of the NOA is displayed, then it shalfl be done ip. its entirely. INSPECTION: :4 eopy of this entire NOA shall be provided to the user by the manufacturer or its distributors and s1i dI1ye availpbie for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above.. NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 • • PGT Industries A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A" dated 12/15/03, signed and sealed by Robert L. Clark, P.E. B. TESTS C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). • • • • MATERIAL CERTIFICATIONS • • • • 1. : Mince of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for • •; �; • • • • • "Dupont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. • • 2. ; • tjgt of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex / • •••• • Keepsafe Maximum" dated 5/17/01, expiring on 5/21/05. • •• • •••• • • • • •••• • • • • ••• • • •• • • • • •• 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 picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. •••• • • •••• • • •• • • • •••• • • • • •••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 • • .... • • • • ••.• • • • • •• • • • • • • • • •• PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL -3835, issued by Fenestration Testing Laboratory, Inc., dated 08/25/03, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). • •• • • • • • . • • • . • •• • • • • • •••• • • • • • • • • • • • • • • •• • • • • • .••• • • • .•. •• • • • •••• • . .•• • • •• • • . • • E -2 24--7-414 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 • • ••• • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • .•• • • • • • • • 0 • • • • .• • • • •• ••• •• • • • • • • . •• • SAMINAT'iD GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT • • NTrEv2THENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16 LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16° LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. UtbItiIV rKt rINPltU 0 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 0 4240 '-40 F.K assa F.K. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 8 1/2° FROM CORNERS MAX. 11° O.C. JAMBS: ® MAX. 8 1/2° FROM CORNERS MAX. 11° O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2° LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5" O.C. JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 1/2° FROM CORNERS MAX. 11° O.C. JAMBS: ® MAX. 81/2" FROM CORNERS MAX. 11° O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 lb* 12/1503 Ozx 7114/03 A toad We REDUCE ANCHOR SPACING a 1070 TECHNOLOGY DRIVE NOKO:JLR FL 34275 P.O. SOX 1529 NOKOMIS, FL 94174 Pc,T Visibly Bot ter NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT PV/•701 as NTS 0 1 " 10 4259 -4 A Robot L Clark P.E. PE 529712 Sb°diud 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300-94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. • .•. • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • •....• • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • •• • • • • • • • . • • • • • • • • • • • • • • • • • • .. • • •• ••• • • • • • • • ••• •• or k7c]Ly 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) tt.. wa 12/153 ca. 7/14103 PrAdvev A fam1LY NO CHANGE THIS SHEET 1070 TECh4OLO0YORNE NOKOAR3. FL 34275 P.O. BOX 170 NOXO: L'S. FL 30274 OUTSIDE Visibly Better Pw701 11/16° NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT t>rr NTSI 2 ° 10 4259 -4 I A Awlwd •I•,. .es O. 7ib91T »E•t • 1 Rabat L GZ7tk P.E. PE 0387/2 BC1142UTO) • • 3 416°14NNEAL OR HEAT • • €TR6tNGTiiE ED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS J/16' ANNtALED OR HEAT STRENGTHENED GLASS 7/16° AIR SPACE 3/16° HEAT STRENGTHENED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3/16° HEAT STRENGTHENED GLASS • 0 ••• • • ee 0 o 0 0 •• • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • •• • • • • • •• • • • • •• • • e e • • ••• •• • • • • • • • • And By: Road er F.K FK bran 9F F.K. FAN MAX. SIZE = 96" X 4r OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48° OR MAX. AREA = 25.13 SQ. FT. Des tx 1 l asise 12/15/03 es 7/14/03 Ifteezace A dccfvll,7 EYEBROW MAX. SIZE = 96°X48° OR MAX. AREA = 31.99 SQ. FT. 48° MAX. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. NO CHANGE TN1S SHEET ors RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. 1070 TECHNOLOGY OWE NOXO" r.' . FL 34275 P.O. BOX 1528 NOKOa99, FL 34274 96° MAX. 92 1/4" MAX. DLO PST Visibly Better ELLIPTICAL MAX. SIZE = 96° X 47" OR MAX. AREA = 31.99 SQ. FT. 44 1/4" MAX. DLO ft a,wree P4K701 NTS TRAPEZOID MAX. SIZE = 48° X 96° OR MAX. AREA = 31.99 SQ. FT. FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT rma Orsee 3 ° 10 I 4259 A Robert L C :m . P E. PE 039712 99500142 HEXAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ARCH. MAX. SIZE = 48" X 96° OR MAX. AREA = 30.28 SQ. FT. • e •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • •e• • • • ••• • • e e e e e 0 • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • •• • • • • • • • • •• ••• •• • •• • • • • \ • •• • • • • • • •• • • • • • • • •• • • • • • • • • •• • • • • • • 1..17 noral Nand FK Oro F.K. FAN MAX. SIZE = 96° X 47° OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 -AND SHEET 10, DETAILS A & B. 12/1&03 C 7/14/03 A A onootm NO CHANGE 7H7S SHEET EYEBROW MAX. SIZE = 96" X 48° OR MAX. AREA = 31.99 SQ. FT. 1070 TECHNOLOGYOWr KOKO:11S, FL 34276 P.O SOX 1320 NOKOMIS. FL 34274 RECTANGLE MAX. SIZE = 48° X 96" OR MAX. AREA = 32.00 SQ. FT. Visibly Bettor ELLIPTICAL MAX. SIZE = 96° X 47° OR MAX. AREA = 31.99 SQ. FT. PW-701 TRAPEZOID MAX. SIZE = 48° X 96° OR MAX. AREA = 31.99 SQ. FT. INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT NTS I 4 • 10 1 4259-4 °a Rabzri LC! P.E. PE 039712 SttumumJ HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60° DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68 "X68" OR MAX. AREA = 25.22 SQ. FT. H. MAX. SIZE = 48° X 96° OR MAX. AREA = 30.28 SQ. FT. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • o • 0 ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• ••• • • •• • • •• • • • • • • • 49.W00 eg81D AREA SQ.FT. 54.500 I A &C B &D AREA SQ.FT. 60.000 AREA SQ.FT. 12.964 71.000 A &C 80.0 -80.0 B &D 80.0 -80.0 AREA SQ.FT. 14.0 2 76.500 82.000 87.500 93.000 96.000 A &C B &D A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D , AREA SQ.FT. tt.a. Oat, a r F.K 7/14/0.3 80.0 -80.0 80.0 -80.0 9. 98 80.0 1 -80.0 80.0 1 -80.0 10.786 80.0 I -80.0 80.0 -80.0 11.875 -80.0 80.0 I -80.0 80.0 -80.0 15.141 80.0 80.0 16.229 80.0 -80.0 80.0 t -80.0 17.18 80.0 80.0 18.406 80.0 80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 19.000 80.0 -80.0 80.0 -80.0 11.69 80.0 -80.0 80.0 -80.0 12. 68 80.0 1 -80.0 80.0 -80.0 14. 67 80.0 1 -80.0 80.0 -80.0 15. 65 79.4 -79.4 80.0 -80.0 6. 76.8 I -76.8 80.0 -80.0 18.063 74.1 I -74.1 80.0 -80.0 19.361 FK 17/151019 A CHANGE NOTE 1 ANCHORING WITH 012 SCREWS 70.7 I -70.7 80.0 -80.0 20.660 69.1 80.0 -69.1 -80.0 21.958 68.8 1 -68.8 80.0 1 -80.0 22.667 kossi07 Daa. Asrkboc 80.0 80.0 -80.0 -80.0 13.441 80.0 I -80.0 80.0 I -80.0 14.950 74.0 1 -74.0 80.0 -80.0 16. 58 88.5 I -68.5 80.0 I -80.0 17.967 63.7 -83.7 59.7 1 -59.7 80.0 I -80.0 20.984 56.5 I -56.5 80.0 -80.0 -2.493 53.6 I -53.6 80.0 -80.0 24.002 51.4 5 -51.4 80.0 -80.0 25. 10 50.4 I -50.4 80.0 -80.0 26.333 1070 TECNNOLOOYDRIVE NOKOMIS, FL 34275 P.O. SOX 1020 =K03719. FL 31274 80.0 I -80.0 80.0 -80.0 15.313 76.7 1 -76.7 80.0 I -80.0 17.031 69.9 -69.9 80.0 -80.0 18. 750 63.5 80.0 -63.5 -80.0 20.469 57.9 -57.9 80.0 -80.0 2.:8 52.8 I -52.8 80.0 -80.0 23.906 48.3 l -48.3 80.0 r -80.0 25.625 43.6 I -43.8 80.0 -80.0 27.344 42.5 I -42.5 80.0 I -80.0 29.063 41.8 -41.6 80.0 I -80.0 30.000 Bc; , r_ Visibly Better 80.0 80.0 -80.0 -80.0 15.823 74.0 -75.2 80.0 -80.0 17. 99 67.2 1 -68.6 80.0 I -80.0 19.375 61.3 I -62.3 80.0 -80.0 21.151 56.1 -57.1 80.0 -80.0 22.927 51.9 I -52.1 80.0 1 -80.0 24.703 47.6 80.0 -48.0 -80.0 26.479 43.4 I -43.2 80.0 -80.0 28.255 40.7 -4 1.0 80.0 -80.0 30. 31 39.4 I -40.1 80.0 1 -80.0 31.000 as CSE MS 5 d 10 80.0 I -80.0 80.0 -80.0 16.333 74.0 80.0 -74.0 -80.0 18.167 67.2 I -67.2 80.0 -80.0 20.000 61.3 I -61.3 80.0 -80.0 21.833 56.1 -56.1 80.0 -80.0 3.667 51.9 80.0 -51.9 -80.0 25.500 47.6 -47.6 80.0 -80.0 27.33 43.4 I -43.4 80.0 -80.0 29.167 40.7 I -40.7 79.4 1 -79.4 31.000 39.4 I -39.4 76.6 -76.6 32.000 NO I ES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4° TAPCONS. DESIGN PRESSURES ARE LIMITED TO + /$0 P.S.F. WHEN ANCHORING WITH 812 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST 2FCIANt;U► 521 IN TARI F 1 WHW..H THFIR f)VFRAI L WIDTH Am) HFIGHT DIMFNS ON8 nOMPI FTFI Y FIT WITHIN imwm m. FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT aratip 4259 -4 ///: Rabat L Clink P.E. PE 039712 Strucrand • • ••• • • • ••• •• •• • • • •• •• e • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • •• • • • • • • • • • • • • •• • • •• • • • •• ••• • • •• • • • • • • • ' 49.00 0 • •.• AREA SQ.FT. 14. 52 16.764 76.500 AREA SQ.FT. 9.698 54.500 AREA SQ.FT. 60 000 A &C 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 15. 41 18. 3 B&D 80.0 1 -80.0 80.0 1 -80.0 11.875 14.167 AREA SQ.FT 65.500 I B & &D 80.0 I -80.0 80.0 1 -80.0 12.964 15.465 AREA SQ.FT. A&C 80.0 -80.0 75.3 -75.3 B&D 80.0 I -80.0 80.0 I -80.0 71.000 82.000 AREA SQ.FT. 18. 29 19. 81 87.500 AREA SQ.FT. 17.318 20.660 93.000 AREA SQ.FT. 18.406 21. 58 96.000 wee9Y Imo weeyc mm: F.K 12/1303 Gesso bX mac F.K. 7/14103 VIC 80.0 . AD 80.0 -80.0 -80.0 A &C 80.0 -80.0 B &D 80.0 -80.0 10. 86 80.0 I -80.0 80.0 -80.0 11.569 80.0 I -80.0 80.0 -80.0 12.868 A &C 80.0 1 -80.0 72.6 J -72.8 B &D 80.0 -80.0 80.0 -80.0 A &C 80.0 1 -80.0 89.4 1 -69.4 B &D 80.0 -80.0 80.0 -80.0 A &C 80.0 I -80.0 66.4 f -66.4 B &D 80.0 -80.0 80.0 -80.0 A &C 80.0 I -80.0 65.0 1 -65.0 B &D 80.0 -80.0 80.0 -80.0 A &C 80.0 B &D 80.0 -80.0 63.9 I -63.9 -80.0 80.0 -80.0 AREA SQ.FT. 19.000 22.667 0,0:ye, A CHANGE NOTE 1 ANCHORING WITH 012 SCREWS rime 0s 80.0 80.0 -80.0 -80.0 13.441 78.9 -78.9 80.0 1 -80.0 14.950 72.2 80.0 -72.2 -80.0 16.458 65.5 I -65.5 80.0 -80.0 17.967 61.1 I -61.1 80.0 -80.0 19.476 57.1 -57.1 80.0 1 20. 53.8 I -53.8 80.0 -80.0 22.493 51.0 L -51.0 80.0 1 -80.0 24.002 48.9 [ -48.9 80.0 I -80.0 25.510 48.0 l -48.0 80.0 -80.0 26.333 070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOYIS, Ft 34274 80.0 1 -80.0 80.0 1 -80.0 15.313 74.3 80.0 67.8 80.0 51.5 80.0 -74.3 -80.0 17.031 -67.8 -80.0 18.750 61.7 I -61.7 80.0 -80.0 20.469 56.4 =56.4 80.0 -80.0 22. 88 -51.5 -80.0 23.906 47.2 1 -47.2 80.0 -80.0 25.625 42.6 -42.6 80.0 - 80.0 27. 4 41.2 -41.2 80.0 -80.0 29. 63 40.2 to-080.0 X0.2 80.0 Visibly Better 79.4 1 -80.0 80.0 -80.0 15.823 71.9 1 -73.1 80.0 -80.0 17.599 65.0 -66.4 80.0 1 -80.0 19.375 59.6 -60.7 80.0 1 -80.0 80.0 W cr.�aest P 701 22.527 -80.0 51.0 1 -51.3 80.0 1 -80.0 24.703 46.6 -46.9 80.0 -80.0 26. 79 43.1 -42.7 2 80.0 -80.0 28. 55 40.4 1 -40.2 79.7 1 -79.7 30.031 39.0 to-76.9 -38.9 76.9 31. 0 NTS 79.4 80.0 -79.4 -80.0 16.333 71.9 I -71.9 80.0 -80.0 18.167 65.0 I -65.0 80.0 -80.0 20.000 59.6 -59.6 80.0 L-80.0 21. 3 54.6 -54.6 21.151 54.6 -55.5 80.0 -80.0 23.667 51.0 -51.0 80.0 -80.0 25.500 46.6 I -46.6 80.0 -80.0 27.333 43.1 I -43.1 80.0 -80.0 29.167 40.4 -40.4 76.0 -76.0 31.000 39.0 I -39.0 73.1 -73.1 30. 32.000 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTA WINDOW ANCHORED WITH 1/4e TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST REQTTANGULAR SIZE IN TABLE 2. WHICH THEIR OVERALL WIDTH Al. D HEIGHT DIMENS ONS COMPLETELY FIT WITHIN. wee w,me INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT L at mcnr� 6 e 10 I 4259 -4 A ,y,.wirm.►y•1a Y. MOM • i tLl • • .xmua =ltn _ Robert L. Civil, P.E. PE 420712 StrururC • • •• . • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • e ••• • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • ••• • • • • • • • •• • • • •• • • SCREWED CORNER ASS'Y (FLANGE FRAME) Res. Clu.c whdcr Rand* Dab. F.K 12H5303 Oran 37 on FX. 7/14/03 : k:.ear A pace& r ALONG ENTIRE JOINT NO CHANGE THIS SHEET Liztr KEYED CORNER ASS'Y ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 10701EO NOLOGYORWE NORM=S FL 34275 P.O. BOX 1519 NOK01415, FL 34274 ALONG ENTIRE JOINT Vlstbly Bottor MAX. WINDOW HEIGHT 0 0 MAX. DAYLIGHT OPENING VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASS'Y FLANGED ALUMINUM PICTURE WINDOW, IMPACT PW -701 mr cvs NTS 1 7 d 10 INSIDE 4259-4 I A /V Rawl L Cr" P.E. PE 039712 SNYdwd •• • MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) • • •.• • • • ••• •• •• • • • • • • •• • • • • • • • • • • • • • • ••• • • e • • • • • • • • • • ••• • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • •• • • • • ••• • • • • ••••• 3 •• • •• • • • • • • •• • • • • • ••• •• SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) I WELD (INTEGRAL FIN FRAME) o l ' 11 it o III �1 brate 5- 11HSW /14/$13 WELDED CORNER ASS'Y (INTEGRAL RN FRAME) tiwasbre: A 0nzma NO CHANGE THIS SHEET ALONG ENTIRE JOINT KEYED. CORNER ASS'Y ALONG ENTIRE JOINT 1070 TECHNOLOGY DRIVE NOKO.546, FL 34275 P.O. BOX 1519 NOW A% FL 34274 ALONG ENTIRE JOINT Visibly Better WINDOW HEIGHT �rceae PW.701 m 0 MAX. DAYLIGHT OPENING flan — 11 '1 saw 1 u• x•p NTS 8 > 10 I 4259-4 INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT & lL t 10.010/ MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) MAX. • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • •• • • • •• ••• a • ••• • • • • • • • • • ••• •• •• • • • • • • • • • • • e • • ••• • • • - _ •11 • r 42. 13 14 h. 15 17 18 20 21 r 22 nor: F.K. tram bx F.K. .050' 4254 I • 'Waif 4224 4262 bet. 12/15/07 7/14/03 ITEM 10 limCklcc 64254 6TP247 64262 ttawislors A NO CHANGE MIS SHEET 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS 3/16" HEAT STRENGTHENED OUTBOARD - 7/18" AIRSPACE- 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS; 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 ITEM 11 MATL: 6063 -T5 DWG NO. 4254 1570 TEC'I LOGY DRIVE NOXOI'415 Fi. 30275 P.O. BOX 1429 NOKOSSS, FL 34274 1.875° Pc.T Visibly Better ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A --- t-- .062" 2.784° ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT PW -751 NTS 19< 10 I � 4259-4 2.500° Il Retort L. Clark, P.E. P£109712 Strur.M¢I • • •• • • • ••• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • e • • ••• • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •1S0°U'W. x 2 1/2" NAIL, AT CORNERS AND 5° O.C. • • 121Sm3 7 ma7ar+ CONCRETE A CcJ i bY CHANGE NOTE 1 AND FASTENER SPACING Oe^� 1/4" TAPCON, 81/2" MAX. FROM CORNERS 811° MAX. O.C. (SEE NOTE 1) 1/4° MAX. SHIM 11/4° MIN. EMBEDMENT FLANGED DETAIL D (SILL ONLY) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. A 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. 1070 TECHNOLOGY LIRAS NOKOMIS, FL 34275 P.O. 90X 1829 NOXOS48, FL 34274 1 1 1/4" MIN. '•-- - •' ---__ ___ . -. • 1x WOOD BUCK • • (SEE NOTE 2) SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E Visibly Better 1/4° TAPCON, 81/2° MAX. FROM CORNERS 811° MAX. O.C. (SEE NOTE 1) 1/4° MAX. SHIM T ANCHORAGE - HEAD, SILL AND JAMBS rm ALUMINUM PICTURE WINDOW, IMPACT P'N -701 NTS 10 " 10 Lisa tylb. 4250.4 R42N L Clark, P.E. PE 039712 Swm°d WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A IlY IVIHA�. SHIM T 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B 114° MAX. SHIM T 11/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C 1/4° MAX. f SHIM T • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: S° Co--2.10 MIAMI•DADE COUNTY, FLORIDA zMETRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildintrcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone DESCRIPTION: Series C -740 Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", 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 charige:ffi•tfte applicable building code negatively affecting the performance of this product. • • TERMNATION•of this NOA will occur after the expiration date or if there has been a revision or change in the • • matenals, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any • produA,.fpr sales, is a pr ising or any other purposes shall automatically terminate this NOA. Failure to comply with •cysfrtion Ctirts,,tiOA shall be cause for termination and removal of NOA. ADy RTISEMElhgniThe NOA number preceded by the words Miami -Dade County, Florida, and followed by ... •: the expiration date Taar be displayed in advertising literature. If any portion of the NOA is displayed, then it shall • • be don in its entire*? • • • • INSPXtION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors • and sbalj lie avai1Rl11t fot inspection at the job site at the request of the Building Official. This'I QA tevises 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 mitred documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCC° NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by POT, signed and sealed by Lucas A. Turner, 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 marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05 /10/05, signed and sealed by Edmundo Largespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largespada, P.E. 3. 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 marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. • FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. • • • • • • • • • • "Submitted under NOA# 03- 0611.02" • • •••• 4. • • Tesf 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 • • •gbong with marked -up drawings and installation diagram of two outswing aluminum •• • • • • • • • • • • • • • Ca.s ent windows, prepared by Fenestration Testing Laboratory, Test Report No. • • • • • : FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. •••• . • • • • • • • "Submitted under NOA# 03- 0611.02" E -2 Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 PGT Industries C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE • • • 1. Miami Dade Building Code Compliance Office (BCCO). • • • • •••• • •• • E• • • • MATERIAL CERTIFICATIONS • • • • 1. INTottce of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe •'Mdtimum" dated 5/17/01, expiring on 5/21/06. • • • • : • .2. • • Riotice of Acceptance No. 05- 1208.02 issued to E.I. DeNemours for "Dupont Butacite • •••• . g4 PVB" dated 01/05/06, expiring on 12/11/10. • • • • • •••. •••• • • •••••• • •' NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1° 5. 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 one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. "Submitted under. NOA# 03- 0611.02" 6. 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 three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" F. • STAT4 WNTS . • .' • .1. St t ment letter of conformance, dated 12/19/02, signed and sealed by Robert L. P.E. • £ ,k, • ,,,, •2. • Statement letter of no financial interest, dated 12/19/02, signed end sealed by Robert L. Clark, P.E. E -2 Herminio F. Gonzalez, P.E. Irector, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 • • • • PGT Industries G. OTHER 1. Notice of Acceptance No. 03- 0611.02, issued to PCT Industries, Series "640" Aluminum Casement Window, approved on 10/09/03 and expiring on 5/22/08. 2. Letter from the consultant, dated 01/25/06, stating that the product is in compliance with the Florida Building Code (FBC). • •• • • • • • •••• • •• •. • • • • •••• • • • • • • • • • •• • • • •• •• • • •••• •••• • • • • • • •• •• •••• • • • • • •• • • • • • • •• • •• • • • • •• • • • o • • •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -2 Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05-1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 • U C C• ( /1(`" LAMINPSE1 0).ASS (:QMPRISED OF (1) LITE OF 3/16" # NNEALED G . ASS AND (1) LITE OF 3/16" HEAT STRENGTHENED I LA S I 1 S W A N .090 INTERLAYYER OF SOLUTIA OR DUPONT PVB. I 1 D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 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 44 .XOX" & "O° CONFIGURATIONS SEE SHEET 7. G. FOR 44 "XOX° & "XO° OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, °XO" & "OX" CONFIGURATIONS SEE SHEET 9. ®4. ANCHORAGE: THE 33 1/3% 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 (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID-SPAN ® SEE SHEET 13 FOR APPROVED ANCHORS. 1/4° TAPCONS OR 1/4" 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. ®7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL- 3587, FTL -3729, FTL4607 AND FT1-4608. FK I FTC Luse tots 7/10.73 Ramicasr C w F.K 823005 D F.K. 12/17/02 ADD mar LG. & MOVE MATING DETAILS TO SHEET2 NO CHANGE THIS SHEET ADD 7B' HT, GLASS TYPES FAND 0. REVISE ANCHORAGE. 000r 1070 TELS4WLOOV DRIVE NOKOMIS. FL 90275 P.O. SOX 1578 NOXOY,I9. FL 30274 CA-740 NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT C:d IL.. NTS I 1 > 13 7045 -8 LUCE2 A. T°mr. P.E. • PE 058201 Mid O x O x UNEQUAL LITES EXTRUSION PROFILES PARTS LIST ANCHORAGE 11 -12 12 1,3,4,13 E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16° LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE 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 OF3/16° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" 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 O • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • 3/16° ANNEALED OR HEAT STRENGTHENED GLASS FJ C FJC F.K Read 5, F.K. 5- , F.K. • • ... • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •.• e e • • • • • • • • • • • •.• • • • • •.• •• • • • •• •.• •• • • ••• • • _a1•• • • • • 33 tzte 7/1ORI3 fhh: 8/2308 �5933 32 3 3 8 C IWbias Chnetadllr REDRAW GLAZING DETAILS 8 ADD 13/18' LG. NO CHANGE THIS SHEET ADO 13/15' LAMI LG. W/7/187.AM18 CORRECT 5118' LAM DETAIL 5/16" LAMINATED GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16° HEAT F-- STRENGTHENED GLASS .65" NOM. GLASS BITE P.O. 80X 1328 NOKOMIS. FL 34274 070 TECHNOLOGY DRIVE NOKOMIS. a 34275 13/16" 3 /16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS c;T Vvibiy Berm 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL GLAZING DETAILS 13/16° I.G. W/ 5/16° LAMI GLAZING DETAIL 7/16° LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65° NOM. GLASS BITE ALUMINUM CASEMENT WINDOW, IMPACT rte. rnu "i-." 1 CA NTS 2 . 13 7045 -8 .65" NOM. GLASS BITE MIND Se Thirds Lucei A. Tunxr, P.E. PE 858201 Mechanical / / \\ oi / /\\xI • • • • • • • • • • • • • • e • see • • •• •• • • • e e • • • • ••• • • e • ••• • • •• • • • • • •• • • •• • • • • • • • • • • •• • • • • ••• •• ••• : : I �� ••• • • • • • • • •• • • • • • I° •• FK F.K Ra=t cr FX teas" Ly F.K. ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID-SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4° MAX t 4" MAX. — I: L: ecairdLy. 7/10/03 6123105 12,17/02 ANCHOR DETAIL TYP. (2) 30" MAX. -- DAYLIGHT OPENING 134° MAX. WIDTH 53° MAX DAYLIGHT - OPENING 30° MAX. DAYLIGHT- - OPENING V 37° MAX. VENT TYP. ELEVATION °i4" - - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) CHANGE SHEET NO. REFERENCES ADO HINGE LOCATION DETAILS CHANGE MAK WE TO 76' AND A"AK DLO 7068' I 13° MAX. 0.C. —1-•—•-f -- 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 60° MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) 1070 TECNNOLOCYDRIVE NOKOMIS. R 74273 P.O. BOX 1520 NOKOMIS. FL 34274 PS VtialtijidgeBercer 69" MAX. DAYLIGHT OPENING ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 76" MAX. HEIGHT OCcrene XX" & XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 Czrhec NTS 3 " 13 I 113 =e 6 "JI. 7045 -8 D . 1Vsveic Ix= A. Turner. P.0. PE 058201 A:xhatrJ MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID-SPAN MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. —0- L X SEE MEETING RAIL/DETAIL P. (2) I I 14 l/2" MAX. O.C. TYP 69° MAX. DAYLIGHT OPENING A 76° MAX. HEIGHT • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • (P• • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • •• • • • •• ••• •• • • • ta • • DETAIL • • • = • • • • • SHT.3 • • • • • • • • • • • • TYP. (2) F.K Im FK Ras iayr F.K. lbcd F.K s tir F.K. HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 325A13 Cm: 6/23/0.5 7/101AT 12/17/02 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. ELEVATION "D° - "X° (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30° MAX. 53° MAX. DAYLIGHT DAYLIGHT OPENING OPENING •-■ \ 69" MAX. DAYLIGHT OPENING 76" HEI ELEVATION "E" - "O° (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) AX, HT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 4" MAX. i I 1 . — MAX. O.C. 14 1/2" MAX. O.C. VENT 4° MAX I� HEAD & SILL ONLY 37" MAX. VENT 60' MAX. FIXED ELEVATION "F" - °XO" & "OX' UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) RutrIri 8 C F.K CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL 8 HINGE LOCATION NOTES CHANGE MAX HT. To 76* AND MAX. DLO TO 69' 1070 TECHNOLOGY DRIVE NOXOXJS, 8.34275 P.O. BOX 1529 NOXO.".78 R. VLV3kTaa:a, °X0"8 'OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT t�•�n 64740 IMO. NTS 4 d 13 70458 Rae D z--._ 6 7' Luna A. Turret, P.E. PE 058201 MathmtcJ • 13" MAX. O.C. 4° MAX. 4" L X\ I � 69° MAX. DAYLIGHT OPENING Las HEIGHT ' 14 1/2° MAX 0 C IJC 1 MIL SHT. 3 TYP. (4) 13" MAX. O.C. 4° MAX. 4" MAX. !.— O 4--- -�- 13" MAX. O.C. UAYLI(. t1I OPENING 76° MAX. HEIGHT s� - .., - ....... ...... - ....... ...... - ....... ...... - ....... ,v ... ....... ...... ....... ,..... .....,. ...... ..,.... .,.... ....... ...... ....... ...._ __._ ._._ __... • • 24 • • 6- 2616 n A 99.0 • x:47 0 490.0 70.04 -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 -88.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 RE - 90.0.700 99.6 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 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.01-69.9 69.9 -67.8 67.8 -68.2 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 30 A 490.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -80.0 60.0 -58.5 58.5 - 56.2 58.2 - 53.4 53.4 -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 -61.8 81.8 - 58.9 58.9 - 56.1 56.1 -63.8 53.8 - 50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E 1 -90.0 70.0 -90.0 70.0j -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0_ - 90.0170.0 -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 65.51 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 452 -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 - 75.070.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 4 �'b. bums - •. Z ., .- 2. , •. ; A -75.0 70.0 -75.0 70.0 - 75.0 70.0 -70.4 70.0 - 60.4 604 - 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 46.4 - 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 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37" WIDE x 83" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0 70.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL-4608 hts GLAZING OPTIONS: C. 7/16" LAMI (3116 °A,.090,3 /18"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /18° LAMI -W/ 3/16"A,.090,3/16 "HS ALL "X" SIZES UP TO 37" WIDE x 76° HIGH 1-- 55.0�55. . NOTES: al X 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 69.8 P.S.F. `� �J O C r � Lu na A. Turmr, P.E PE 058201 n: r,l aes 3a3/03 -- MOM 8713/05 L ta ADD GLASS TYPE E TO TABLES + a a +aTO rEacva arr DRIVE NOKOWS. FL 34275 P. BOX 0519 FL 30174 a� PRESSURES - X CONFIG. WINDOWS NO CHANGE THIS SHEET • 10 tl' ALUMINUM CASEMENT WINDOW IMPACT REVISE ANCHORS a AOD 7rHF OPTION 112/17/02 17/02 -IGHT c,.. Visibly Bator a..�rax CA-740 roc NTS 0a.c lax 5 • 13 b w I 7045 -8 D • • ••• • • •• w • • • w • • • • • • • • 0 • • • ••• • • • • • • • • • •o• • • • •. • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • •• • • • •• ••• •• • • ••• • • • ••• •• •• • 0 • •• • • • • • • • • • • • • • e 0 000 e e 0 • • • • • • • • • • ••• • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • o • • • • • • o • • • • • •• • • • •• • • • •• •s •• VVIU I H • NtU NvS NtU • 36 38 3/8 NUS Nt(i NUS NEU NUS 43 48 50 5/8 54 57 60 63 NI:U NUS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS ..4•�r4r • • • • • • • •")O(ti • 43 48 531/8 57 60 64 68 72 74 Read Or Rac4R,- 37 A -75.0 70.0 A A A A A -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 A -75.0 A -75.0 A -75.0 A -75.0 • 4r• • 70.0 70.0 70.0 70.0 70.0 70.0 70.0 • -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 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 87.9 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 -75.0 -75.0 -75.0 -75.0 -74.4 -68.4 57.5 -54.3 -52.8 TABLE 4. "XX° 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/ 1/8 "HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/18 "A,.090,3/16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 83" HIGH 1-90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 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/ 3/18 A,.090,3/16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 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 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Mew R"K:e Rek AeclHy. *dB F.K 623/05 Maw= By: Oast F.K 12/17702 D REVISE ANCHORS 8 ADD TABLES 7B' HEK;HTOPIION HEIGHT 70.0 70.0 70.0 70.0 70.0 68.4 81.8 57.5 54.3 52.8 -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 70.0 70.0 70.0 70.0 89.8 63.9 58.9 54.9 51.1 49.9 1070 NOKOMI 9. 1134276 lt4 NOX0.N1 nc;,,,....tr P.0. BO 159 NOX0.ki5, FL 94274 Vir[bly Better -75.0 -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -46.4 70.0 70.0 70.0 70.0 65.2 60.0 58.1 51.8 47.9 46.4 -75.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 -44.8 -43.5 PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 -75.0 -75.0 -75.0 -89.5 -80.8 -56.2 -50.4 -45.2 142.2 -41.1 70.0 70.0 70.0 69.5 60.8 -75.0 -75.0 -75.0 -67.5 -58.0 56.2 -53.4 45.2 -42.4 42.4 50.4 -47.7 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.2 - 39.7 39.7 41.1 - 38.6 38.6 crs� 7045 -8 I D A 1 V2( /aS Lucca A. Tw"cr, P.E. PE 658201 1 6 " 13 391/2 70 42 45 48 501/2 5318 64 67 5812 60 84 90 98 101 10838 108 5812 111 114 117 120 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70A -75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 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 -55.01 55.0 - 55.0155.0 -55.01 55.0 A -75.0 70.0 -75.0 70.0 87.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 48.9 48.9 43.6 43.6 41.1 k 41.1 38.8 38.6 - 36.5 38.5 13,E -75.0 70.0 - 75.0 70.0 -78.0 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 C,F -90A 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 - 87.4 70.0 -83.2 70.0 55.0155.0 -55.01 55.0 55.0( 55.0 A -76.0 70.0 -75.0 70.0 32.4 624 -558.4 58.4 83.3 63.3 - 66.4 58.4 - 53.4 63.4 50.0 50.0 -48.9 48.9 44.3 44.3 41.9 41.9 B,E - 75.0 70.0 -75.0 70.0 - 78.0 70.0 - 76.0 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 C,F - 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 84.5 70.0 - 79.7 70.0 -75.8 70.0 55.0155.0 -55.0(55.0 - 55.0155.0 A - 75.0 70.0 -70.3 70.0 -58.0 58.0 54.6 54.6 -59.3 59.3 53.6 53.6 -50.9 50.9 47.5 47.5 - 44.7 44.7 -42.1 42.1 -39.7 39.7 B,E - 76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 - 78.0 70.0 -76.0 70.0 - 75.0 70.0 - 76.0 70.0 C,F 490.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 818 70.0 -78.9 70.0 -72.4 70.0 -692 89.2 - 55.0155.0 - 55.0155.0 -55.0155.0 A -75.0 70.0 85.0 65.0 54.3 54.3 51.1 51.1 55.1 551 51.4 51.4 48.8 48.6 45.3 45.3 42.5 42.8 40.4 40.4 38.4 38.4 B,E -78,0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -78.0 70.0 - 78.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 88.0 70.0 80.9 70.0 - 75.0 70.0 . 70 .7 70.0 87.3 67.3 84.1 64.1 55.0155.0 -55 0155.0 53.21532 A -751) 70.0 80.8 60.8 51.3 51.3 -48.3 48.3 527 527 -48.7 48.7 -48.9 48.9 43.5 43.5 -4t3 41.3 -39.2 392 -37.1 37.1 B.E -76.0 70.0 -76.0 70.0 -75.0 70.0 - 78.0 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 - 74.3 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 9 0 A 70.0 81.2 70.0 -757 70.0 -70.3 70.0 88.8 86.8 -83.5 63.5 -60.5 60.5 55.01550 52.8152.6 -49 8149.6 A -78.0 70.0 -58.7 58.7 -481 48.7 -45.4 45.4 -50.0 60.0 48.1 48.1 - 44.2 44.2 -42.2 42.2 -40.1 40.1 -38.0 38.0 -38.2 38.2 B.E -76.0 70.0 -75.0 70.0 -7 6.0 70.0 - 76.0 70.0 -75.0 70.0 - 76.0 70.0 -7 8.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -72.4 70.0 C,F -90.0 70.0 -90.0 70.0 - 90.0 70.0 80.0 70.0 -88.6 70.0 - 76.4 70.0 -71.1 70.0 -68.5 65.5 83.0 63.0 80.0 80.0 -57.3 57.3 - 53.8153.8 -49.4149.4 -48.21 46.2 A -75.0 70.0 582 58.2 -47.9 47.9 44.8 44.6 -49.1 - 49.1 - 45.3 46.3 -43.4 43.4 41.9 41.9 -39.8 39.8 37.6 37.6 -35.9 35.9 B,E -75.0 70.0 -75.0 70.0 -78.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 - 78.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 71.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.9 70.0 - 75.0 70.0 -70.1 70.0 -65.4 65.4 -61.8 81.8 89.1 59.1 -56.4 58.4 52.8152.8 -48.41 48.4 -45.21 45.2 A -75.0 70.0 57.1 67.1 48.4 48.4 -43.3 43.3 47.8 47.5 -43.9 43.0 -42.2 422 -40.8 40.8 -39.1 39.1 -37.2 372 -35.4 35.4 B,E -76.0 70.0 -76.0 70.0 -7 5.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -76.0 70.0 •75.0 70.0 - 74.3 70.0 -70.8 70.0 C,F - 80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 84.3 7 0 . 0 - 72.5 70.0 88.4 88.4 - 8 3 6 6 3 6 - 6 0 . 1 63 . 1 - 8 7 . 5 5 7 . 5 - 6 4 . 8 5 4 . 8 - 8 1 . 1 1 5 1 . 1 - 4 8 , 8 1 4 8 . 8 - 4 3 6 1 4 3 . 6 A - 75.0 70.0 -68.2 56.2 -44.8 44.8 -42.1 42.1 4 5.2 48.2 -42.5 42.6 -41.2 412` -39.8 39.8 38.5 38.8 -36.7 38.7 -34.8 34.8 8,E -75.0 70.0 -75.0 70.0 -78.0 70.0 -78.0 70.0 -7 5.0 70.0 -75.0 70.0 -7 8.0 70.0 - 78.0 70.0 - 75.0 70.0 - 73.3 70.0 -69.6 69.8 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 80.0 70.0 81.8 70.0 - 70.7 70.0 86.7 68.7 81.8 61.8 58.7 58.7 55.9 55.9 -53.2 53.2 49.4149.4 452(45.2 -42 8142.6 A -742 70.0 -680 65.0 -43.4 43.4 -40.9 40.9 44.8 44.8 -41.3 41.3 402 40.2 -38.7 38.7 37.6 37.8 -36.1 36.1 -34.2 34.2 B,E -75.0 70.0 -70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 706 -7 80 70.0 -78.0 70.0 -75.0 70.0 - 722 70.0 - 88.4 68.4 CF -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 79.4 70.0 -89.0 69.0 84.9 64.9 -60.4 60,4 -57.3 67.3 -54.5 54.5 A - 72.9 70.0 53.4 53.4 - 42.2 422 -39.7 39.7 -43.5 43.5 -40.4 40.4 - 39.2 392 37.8 37.8 38.7 38.7 -35.5 35.5 -51.6 51.8 -47.8 -33.7 33.7 47. 43.8 43.6 -41.7 41.7 B,E -75.0 70.0 -75.0 70.0 -78.0 70.0 -78.0 70.0 - 78.0 70.0 -75.0 70.0 - 75.0 70.0 -78.0 70.0 - 73.3 70.0 -71.0 706 57.4 87.4 C,F - 90.0 70.0 .80.0 70.0 - 90.0 70.0 80.0 70.0 - 77.1 70.0 87.3 87.3 -83.3 83.3 -59.1 59.1 -65.9 58.9 -63.0 63.0 - 50.0 50.0 48.3146.3 42.81 42.8 40.8 ( 40.8 TABLE 7. "O" 8 1/4.12.1/4 XOX WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/161HS,.090,3/1014S) AU. " O" SIZES UPTO60" WIDE x83 " HIGH AND ALL W /4 - 111 1I4XOX'SI7FS UP TO 120 " /D Ex83_HIGH J400 ;70.0 • • • • Cl & 1/4- 12.1/4 XOX WINDOWS TEST REPORTS• FTL-o • D. 7/16° LAMI (3/161HS,.090,3/18"HS) G. 13/16" (18"AA7R SPACE,7 /18" LAMI - 3/16°HS;.( 0 ' Aft "Cr SUES UPTO60" WIDE x76 " HIGH AND ALL °1 /4- 12- 1 /4XOX" SIZES UP TO 129" _•• •HlGa ALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOvE TABLES, USE ELCO 1/4° TAPCONS OR E -FLEX ANCHORS. G WITH //12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.9 P.S.F. TABLE 7A. GLAZING OPTIONS: NOTES: 1. FOR INSTALLA ® 1/4° 884 CRET 2. IF INSTALLIN Pm 1 FJC. F.K FK 7fOW sass C°e ly F.K. 12/17102 c ac 117 ADD GLASS TYPE E TO TABLE NO CHANGE DES SHEET CHANGE ANCHORS AND ADD 7B HT. OPTION o:x 1070 TECHNOLOGY OHNE NOKOM2. R 34278 P.O. BOX 1629 NOKOMI . FL 54274 Vi1(b/y Better • •• • • • • • . • • • •• • • • • ESSLZ7ES- CT& 1/4- 1 /24/4lat aiNFIG. WINDOWS • 700 • • • • • • • • • • AIJMll, 14 1 Co* M Cf: £MENT 4 1,7INDQV, IMPACT OxesCesbe CA-740 NT 7 13 7045 -8 D as Notre die 41n1l• Lucas A. Toner, P.E PE 458701 Machalkd 37 74 • • • • • • • • • •• •• • • 0 WIDTH WIDTH NEG POS NEG POS NEG POS NEC 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 i -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 49 1/3 74 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 79 2/3 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 -87.5 67.5 58 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 57.7 67.7 54.9 64.9 - 82.7 62.7 -60.4 60.4 80 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1-68.4 68.4 1-83.9 83.9 i -60.0 60.0 -58.5 58.5 - 58.2 58.2 -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 87.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 58.4 88.4 -58.2 58.2 55.6 55.6 52.6 52.8 -49.4 49.4 - 45.9 45.9 - 43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 81.8 -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 80.4 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 -87.9 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 38.8 ABLE 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/ 1/8 "HS,.090,1/8 "HS) TABLE 10. "XO" or "OX" & "1/3- 1/3.1/3 XOX° WINDOWS TEST REPORT: FTL3560 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /18 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 83° HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63" HIGH F-90.01 70.0 TABLE IOA. °XO" or "OX" & "1/3-1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL-3580, FTL -4607, FTL-4608 GLAZING OPTIONS: C. 7/16° LAMI (3/18 °A,.090,3 /18°HS) F.13/18° LAMI (1/8 "A,AIR SPACE, 7 /18° LAMI -W/ 3/18 "A,.090,3 /16"HS) ALL °XO° OR "OX" SIZES UP TO 74° WIDE x 76" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111° WIDE x 78° HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TAMS, 1, /4" Tea:11JS•0R • • 1/4° SS4 CRETE -FLEX ANCHORS. • • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.6 P.S.F. • • • • • • • • • • • • • • • • •• ••• •• • • • •• ad 4: F.K. a",°4ur FX ke - F.K. Use° Ur F.K. a mp 8 ADD GLASS TYPE E TO TABLE 9 ReAsixs C NO CHANGE THIS SHEET ALL °XO° OR "OX° SIZES UP TO 74" WIDE x 83" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP T0111' WIDE x 83" HIGH -75.0 70.0 a"eso D CHANGE ANCHORS AND ADD 7B' HEIGHT OPTION 0rocxxl vex 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS. FL 34274 • • • DRESS :13ES- 3co;ox, &:1/ 1/ i, xoxWMNDOWS 14). • • • • • • • • • ifLUMIIO lfl _ MEM - • WINF W, IMPACT CA-740 I NTS 8 > 13 I 7045-8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • 0 • • • • • •• •• • • • •• •• ••• • • • ••• • • X 0 0 X Lucs A. Tumor, P.E. PE 058201 Mc4,w4ccl 88.919 24 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 - 56.5 56.5 - 50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.8 -39.2 39.2 - 36.9 38.9 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 -73.8 70.0 C,F -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 -89.4 70.0 -85.2 70.0 -55.01 55.0 -55.01 55.0 - 55.0155.0 95.973 27 42.973 A -75.0 70.0 40.5 60.5 -57.2 572 -62.1 62.1 -552 55.2 -52.6 62.8"49.1 49.1 - 48.2 48.2 43.8 43.8 -41.1 41.1 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 C,F - 9 0 . 0 7 0 . 0 - 8 0 . 0 7 0 . 0 53.5 - 9 0 . 0 -50.4 7 0 . 0 50.4 - 9 0 . 0 - 54.5 7 0 . 0 54. 6 - 9 0 . 0 - 50.7 7 0 . 0 50.7 - 9 0 . 0 -482 7 0 . 0 48.2 - 8 7 . 0 -44.9 4.9 70.0 44.9 -81.9 4 2.0 70.0 X 42.0 -77.2 -40.1 70.0 40.1 -73.1 - 38.0 70.0 38.0 -55.01 55.0 - 55.0155.0 55.0 55.0 108.649 30 48.849 A -75.0 70.0 - 53.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.5 70.0 -69.7 89.7 88.3 88.3 53.1 63.1 45.01 55.0 - 55.0155.0 - 52.2152.2 115.892 32 51.892 A - 7 5 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 -732 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -732 70.0.88.3 68.3 -64.8 84.8 81.4 61.4 -58.8 58.8 -55.01 55.0 -50.91 50.9 -47.71 47.7 122 33.687 54.827 A -75.0 70.0 47.3 47.3 -44.0 44.0 -48.4 48.4 44.7 44.7 -42.8 42.8 -41.4 41.4 -38.5 39.5 -37.5 37.5 - 35.7 35.7 9,E -75.0 70.0 -76.0 70.0 -75.0 70.0 45.0 70.0 -75.0 70.0 -75.0 70.0 45.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -80.0 70.0 -90.0 70.0 -90.0 70.0 85.8 70.0 -74.0 70.0 89.4 69.4 84.7 84.7 81.0 61.0 - 58.4 58.4 -55.7 55.7 52.1152.1 -47.71 47.7 -44.6144.6, 123.135 34 55.135 A -75.0 70.0 . -48.8 46.8 - 43.6 43.8 47.9 47.9 - 44.3 44.3 42.4 42.4 41.1 41.1 -39.3 39.3 -37.3 37.3 - 35.5 35.5 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 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 84.1 64.1 80.5 80.5 -57.9 57.9 -56.2 55.2 -51.5 51.5 -47.2 47.2 44.0144.0, 128.000 34.791 58.418 A -75. 070 .045.545.542.842.846.746.743.1 43.1 41.841.840.240.2-38.7 38.7 - 38.938.9 - 35.035.0 B,E -75.0 70.0 -78.0 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 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 - 7 1 . 3 7 0 . 0 - 6 7 . 3 6 7 3 - 6 2. 5 6 2 . 5 - 5 9 2 5 9 . 2 - 56 . 5 50 . 5 -6 3 . 8 5 3 . 8 - 5 0 . 1 1 5 0 . 1 -45.81 45.8 -43.01 43.0 130 35298 58.209 A -74,4 70.0 43.6 43.8 -41.2 41.2 -45.1 48.1 -41.5 41.6 -40.4 40.4 -36.9 38.9 -37.7 87.7 - 382 38.2 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 88.8 68.8 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 853 65.3 80.6 60.8 57.6 57.6 - 54.754.7 -51.9 61.9 -48.11 48.1 -43.91 43.9 -41.91 41.9 130.378 38 58.378 A -74.3 70.0 - 43.6 43.5 -41.0 41.0 45.0 45.0 -41.4 41.4 40.3 40.3 - 38.8 38.8 -37.8 37.8 -36.1 38.1 - 34.3 34.3 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 -75.070.0 -75.0 70.0 -72.3 70.0 48.5 88.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 49.1 69.1 85.1 65.1 -60.5 60.5 - 57.4 67.4 - 54.8 54.6 -t7 51.7 48.0148.0 -43.81 43.8 41.8141.8, 134 37 60 A -72.9 70.0 -42.2 42.2 -39.7 39.7 43.5 43.5 40.4 40.4 -392 392 -37.7 37.7 -38.7 36.7 -35.5 35.5 -33.7 33.7 B,E -78.0 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 47.4 87.4 C,F _ -80.0 70.0 -90.0 70.0 _ -90.0 70.0 -77.1 70.0 87.3 87.3. -83.3_83.3 -59.1 59,1 -55.9 55.9 -53.0 53.0 _ 50.0 50.0 -48.31 48.3 -42.8142.8 -40.81 40.8 kqr 1 -yU IU.0 ■8U IU.U1 9U r U.0 1 .UI /U.0 1 -au.0 (U I-MU.0 1V.UI •SU w.Ur -9U SU.UI -tlU.UI IU -VU.0 IV x7 r-OJ i7p.V 1- O ° XO° & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. 7(0" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/18" LAMI (3/18 ALL "XOX" SIZES UP TO 134° WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL 70' or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37° MAX. VENT WIDTH ANDS(/' MAX. FIXED WIDTH 1-90.0 70.0 TABLE 12A. 3(0" or "OX° & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: 'F L -33ED; FTL"46Ci, FTL4608;. GLAZING OPTIONS: D. 7/16° LAMI (3/161HS,.090,3/18"HS) 0.13/18" LAMI (VS "AAUR SPACE, 7 /16" LAMI -W/ 3/161-1S,:1/90,3/18"HS)' ' ' ' ' . ALL "XOX" SIZES UP TO 134" WIDE x 76° HIGH WITH 37° MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH AND , . `1 ALL XO" or "OX" SIZES UP TO 97" WIDE x 76° HIGH WRH 37" MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH R R � 5' Sb 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 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Alma BT PK FSw FK Nand kr F.K WW1 eT F.K Dam Gms 7/19/03 68305 1277/02 ftneame lanlitens C rte D rJ_.... LIT ADO GLASS TYPE E TO TABLE 11 NO MANOR OAS SHEET CHANGE ANCHORS AND ADD 70 HEIGHTOP7PON um 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOSCOAO3, FL 54274 BRESRES;' UI EQUAL C011 XO, OX & XOX 107 U U U O 1 1 „ 071 MEND ININUUOYV, IMPACT CA-740 I NTS 9 > 19 I 7045 -8 D t 01,1 010 <1 0 • X 0 UNEQUALUTES 0 X UNEQUAL UTES Luca* A. Turner, P.E. PE 658201 MOdleltrd I1 /2f /of =y � VilHac of Miami Shores N° 3620 JOB ADDRESS INSPECTION % " TIME READY REMARKS i INSPECTOR DATE ,° �` Village of Miami Shores JOB - � 'i l�f, 9. r , , ice. �/ ADDRESS // e/7 � INSPECTION • ',/ TIME READY / i l' - REMARKS N° 3662 INSPECTOR DATE Village of Miami Shores 11 JOB ADDRESS INSPECTION TIME READY 6 .7 1sT9 3797 `>) REMARKS INSPECTOR DATE illage of Miami Shores • JOB ADDRESS INSPECTION TIME READY REMARKS <' Q) �' INSPECTOR DATE JOB • Village of Miami Shores ADDRESS / �^ N9 3947 INSPECTION TIME READY ! ( <, REMARKS INSPECTOR DATE • Vigage of Miami Shores N? 4087 JOB 2 ADDRESS / INSPECTION TIME READY REMARKS INSPECTOR DATE Y MIAMI SHORES VILLAGE, FLA. JOB N9 5242 ADDRESS INSPECTION TIME READY REMARKS TNSPECTOR DATE ..,.!L.D'NG PFF.V,IT NO Addition OWNER'S NAME RICHARD ERHARDS .OB LOCATION (ST. OR AVE.) 1147 N; 97th Street GENERAL CONTRACTOR DOU:.3h1 PROTECTION A; NINaS. 5666 ZONE P FOLJIREYENTS CU. FT. NEW CONSTRUCTION Al. ADDIT ON SUEMITTED TO PLANNING BOARD ?E - SURMITTED TO PLANNING BOARD C. rE'.;IT'ED TC VILLAGE COUNCIL TYPE DATE 6 -20 -57 APPROVED One REJECTED 1 _11,iL 97th Street. LOT BLOCK 4 100 ADDRESS PLAN CUBE 1054..5 CU. FT. EST. COST S 475.00 DRAWINGS. 5 ECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: C. H. Markel STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION Al. PRESENT ADDRESS PERMIT FEES 5.00 DESCR IPTION REPAIRS _ - T 43. L . DESCRIPTION ALTERATION REFERRED TO COUNCIL c CER - IF ICATE OF OCCUPANCY NO. S/ ISSUED BY TO REMARKS BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE LICENSE NO. SUBDIVISION Miami Shores Sec. $ PHONE NO. BUILDER'S BOND NO. 21 44 DATE 6 -20 -57 Screen Patio Addition REASONS c W /d O . 6 - IZiyi PHONE NO. LICENSE NO. DATE SPECTIONS W DATE BY RE- INSPECT BY RE- INSPECT BY N I- DA TION DATE FEE TEMPORARY SERVICE $ BtAMS & LINTELS $ SEWER FRAMING SOLAR HEATER S GAS $ $ INSPECTIONS FINAL BY RE- INSPECT BY RE- INSPECT BY ROUGHING CLEAN -UP GAS CONTRACTOR PHONE PERMIT NO. I DATE FEE S NEW BLDG. 1 ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ SEPTIC TANK $ SEWER $ SOLAR HEATER S GAS $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING GAS . SEWER SEPTIC TANK SOLAR HEATER FIXTURES CONTRACTOR PHONE PERMIT NO. DATE FEE $ NEW BLDG. 1 ALTERATION 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY 4/ ■, 1 I ! K-1 I I cs.-- Point of Origin Date Received Shipper Commodity i INFORM 1. When was shipment received? (Date) 2. Name of truck driver, if known? 3. If not received by truck, state how received 4. On what date was loss or damage discovered?_ 5. If loss or damage was not discovered within 24 ho 6. On what date was carrier notified of loss or damag: CONSIGNE/ Information Required From Consignee in Su3p, DESCRIPT) BUILDING ELECTRICAL PLUMBING ROOFING r '• MIAMI SHORES VILLAGE. FLORIDA ❑ DATE 195 ❑ PERMIT N? 4602 otra t i ne / 0 ❑ Work to be performed under this Permi Owner of Building Architect Contractor or Builder Legal Lot Description Address of Building Bl. Subdi- vision Value of 5 . g, t3 I Amount of Project $ j Permit $ This permit is granted to the contractor or builder named above to construc the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed- BY INSPECTOR 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 ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY 6 y; . MAX. HEIGHT (SEE SHTS. 3 & 4) F.K F.K koc7 Ly. FJC ibale FK 0.1n IE F.K 9 tl� YHOA79 6/ cob: 12/17/02 VERTICAL SECTION OPERABLE UNIT Im« 8 /bCbu: C aestod MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) ADD 13/16' I.O. (HAZING BEAD REM SHOW TOP HINGE CHO SHT. NO. REF. AND ADD REM 69 Ostte VERTICAL SECTION FIXED UNIT 7070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O.8OX 1579 NOKOMIS, R. 34274 Visibly Bean • • • WW• MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X HORIZONTAL SECTION - XX •• •• • • • • • •• • e e ee e e e e e • • • • • •• ••• •• • • • •• An a • 9 lSS • • • • • • • • • • • • • • • ALUMINA C INbj7W, IMPACT rase CA-740 1 NTS 10 4 13 7045 -8 J D 1D1!CT KEYL48D MDMns *YE lie 'bib e we • ' 7 1 I /4.I / Lucas A. Tumor. P.E. PE 059791 Mccicnkal O 4 5 (SEE SHT. 3) 5 (Stt SH I. 3) 80 l J U MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX f REFERENCE °XX°FRAME ASSEMBLY DETAIL, SHEET 11 A ger MAX. VENT , 1 � 000 . — I+ DAYLIGHT OPENING � (SEE SHT. 3) © (5) 5 MAX WIDTH (SEE HT. 3) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 °X" FRAME JAMB "XO" & "XOX FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "O" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER 1070 TECHNOLOGY DRIVE NOKOMIS, FL 30275 P.O. BOX 1528 NOKO508, R. 30270 SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL OR BOTTOM RAIL Visibly Better •• MAT'L: 6053 -T6 DWG# 7071 .434" 7 2.854" 062" NOM. 1.159" 2.139° O SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A •• ••• 2.784" ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.544" .062" NOM. •• • • Q. ► I e•H SR.{., JAMB •• ••• • • 1Mgre.6a63••r6••• DWG# 7005A • ULONS ASSENC3LtDITAILS • I• • • • • • • • • • • C VEMENT W(N0 1; IMPACT cat �vra 0A-740 NTS 11 a 13 7045-8 FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A Luca" k i'vmet, P.E. PE 058201 Mechanical 9 7024 13/16" MAXIM MULTI -POINT LOCK , 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3/16HS GLASS WTIH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 910.24 X.362 PH. PN. TYPE 12 7014 3/16115 & 3/1611S GLASS WITH AN.0901NIER AYER - SOLUTIA OR DUPONT PVB MULTI-LOCK KEEPER (RH. & L.H.) 13 1157 78X78PPSMS 68 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 98-32 X 375 PR PN. TYPE B 21 7032 STUD BRACKET (L.H. & R.H.) 22 785879 98 X 5B" FLT. PILL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12' HINGE (HEAVY DUTY) 26 710x12FP 910 X .500 PH. PHL. 30 5/16' LAMINATED (103A & 1/811S GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16° LAMINATED (1/814S & 1/8115 GRASS) .090 INTERLAYER • SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/16115 GLASS) .090 INTERLAYER - SOLUIIA OR DUPONT PVB 33 7/16" LAMINATED (3/I6HS & 3/16145 GLASS) .0901NLERIAYER • SOLUT7A OR DUPONT PVB 40 7036 CIAZLNO BEAD (5/16' 41 7042 GLAZING BEAD (7/16) 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLACK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B 98 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712X1PPT 1112 X 1" PH. PHIL MK. 69 7011 LACK SUPPORT PLATE 70 7012 TACK SPACER 71 7019 711573 SNAP•N T- HANDLE KNOB 72 7018 7FiDHID FOLDING HANDLE Dr F.K. a s6 •- F.K. 18.1 * F.K. ora° Lr F.K. tAss 7009 itettslons Iteeteres C D. Ly. NO CHANGE THIS SHEET SASH WRNER KEY ADD 13/16'I.G. GLASS 9 GLAZING BEAD ADD EQUIV. 70 Red 44, SILICONE AND ADD NEWS 57, 68 AND oa 1070 TECHNOLOGYDRIYE NOKOLffi, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34276 .7os° .050' Visibly Bean 5" O 5/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523'—1 x— .050°- Ih�1F 865" ®7/16° GLAZIBEAD MATL: 6063 -T6 DWG# 7042 .040' 1 1.000" 1 a ��• • .423' — '4 1--- • • • • CASEMENTSCREEN FI�A9IE • • 50 MATL: 6063 -T6 DWG# 7006 993° 289° .040° .172° .870" .062° .125' r .050° 17 -1 I-0— .569° 85 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 —"1 1.124 f 1 • • • • •• •093° C ASIENT FRAME • ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A • • • •Ir FARTgliSEt/Rife/04S ,a • • • • • • • • • a ALUMffil i C48EMEAfT OW, IMPACT pm,°pfL hn' 45,¢ 0.4-740 N7S I 12 > 13 7045 - ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701' Luem A. liner, P.E. PE 898201 MxhanIcel 13/16" LG. GLASS (1/8'HS, AIR SPACE, 5/16"LAMI) 5/16" LAMI (2) LT17S OF iB"11S GLASS WTLH AN.090INTERLAYER • SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1!8"115, AIR SPACE, 7 /16 "LAMI) 7/16' LAMI a 3/16A & 3/16HS GLASS WTIH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16° LG. GLASS (I/8"HS, AIR SPACE, 7 /16 "IAMI) 7/16' IAMI 3/16115 & 3/1611S GLASS WITH AN.0901NIER AYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) Dr F.K. a s6 •- F.K. 18.1 * F.K. ora° Lr F.K. tAss 7009 itettslons Iteeteres C D. Ly. NO CHANGE THIS SHEET SASH WRNER KEY ADD 13/16'I.G. GLASS 9 GLAZING BEAD ADD EQUIV. 70 Red 44, SILICONE AND ADD NEWS 57, 68 AND oa 1070 TECHNOLOGYDRIYE NOKOLffi, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34276 .7os° .050' Visibly Bean 5" O 5/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523'—1 x— .050°- Ih�1F 865" ®7/16° GLAZIBEAD MATL: 6063 -T6 DWG# 7042 .040' 1 1.000" 1 a ��• • .423' — '4 1--- • • • • CASEMENTSCREEN FI�A9IE • • 50 MATL: 6063 -T6 DWG# 7006 993° 289° .040° .172° .870" .062° .125' r .050° 17 -1 I-0— .569° 85 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 —"1 1.124 f 1 • • • • •• •093° C ASIENT FRAME • ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A • • • •Ir FARTgliSEt/Rife/04S ,a • • • • • • • • • a ALUMffil i C48EMEAfT OW, IMPACT pm,°pfL hn' 45,¢ 0.4-740 N7S I 12 > 13 7045 - ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701' Luem A. liner, P.E. PE 898201 MxhanIcel 1/2° MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK O C C I'4%../ 1 C legl 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1 MIN. SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK 1/4° MAX. SHIM ®SEE NOTE 1 1 1/2° �.— MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4° MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 SEE NOTE 4 NOTES: 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 TAPCON OI; 3 /a" EJ..Cp S$(1 CIjpTE -FLFx SEE SHEET 1 FOR SPACING. • • • • • • • • • 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOS THICINEgt IS:LEtS•Y4N3.1 /2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD B1 (S gr 1 • �4S'24c'Aljt 1 / 2 j AICK 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 -DA_RE COUNTY. • • • • • �"r F.K. £25V3 8 NO CHANGE THIS SHEET wG4ro: - 1070TECIOY0IODYDRNE • • CHC�AGE.Dt AILSi i i i F.K 7/10 W C NO CHANGE 1709 SHEET IYOK 0JS, R 34275 • T b • • • • • • • • 7 M • 14LUMlltl�ll/01�9EMENY INI IMPACT F.K 0/2.90• 0 REVISE NOTES AND REMOVE 3H0• TAPCONS & 314 SCREWS P.O. SOX 1329 41e✓ cox t • 1>m= lir Dar Gdockcd y � NO1CO11l R 37274 Vv b7 8errer CA 740 NTS 13 d 13 7045 F.K 12117/02 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 00 • • • 000 • • NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4° MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK D