Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
WS-14-2713
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-225064 Permit Number: WS -12-14-2713 Scheduled Inspection Date: March 05, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: FRANZOSA, LYNN Work Classification: Window/Door Replacement Job Address: 520 NE 102 Street Miami Shores, FL Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES comments Phone Number Parcel Number 1132060171060 Phone: 954-979-2137 REPLACEMENT OF 16 WINDOWS AND 1 DOOR INSPECTOR COMMENTS False March 04, 2015 For Inspections please call: (305)762-4949 Page 9 of 38 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid March 04, 2015 For Inspections please call: (305)762-4949 Page 9 of 38 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 UILDING ❑ ELECTRIC ❑ ROOFING a , AM. ti , IEC v�2014 FBC 2010 Master Permit No.(S� �� —eL-7 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 10B ADDRESS: SZO PF– 10-j- -S-1 City: Miami Shores County: Miami Dade zip: 33 132 Folio/Parcel#:11- 11-0 % m al -1 - -10 60 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): wop, f7cwIJ?.cp.sig Phone#: WS -"Xbl s QqV- Address: _ 57W City:_ IYi1R-ti1'1 1 State: ` Zip:i�8 Tenant/Lessee Name: Phone#: email: CONTRACTOR: Company Name: its Ii1Q n� lt'c� phone#: Address: QG 4140 City: _ n.,l')'�' v � State: (SA Zip; Qualifier Name: I nape > 1'1 1 t Phone#4AS4'331, OSIS I State Certification or Registration #: C-IRccrL4 ST- Certificate of Competency #: DESIGNER: Architect/Engineer: 41 Phone#: Address: City: State: Zip: Value of Work for this Permit: $ y ( (o Square/Linear Footage of Work: a'al 2i Type of Work: ❑ Addition Alteration ❑ New ❑ /Re lace Re air p p ❑Demolition Description of Work: L4) e J aLe Trnt°RG-r �!L v`-rGD�GI-Cf3.,f1'1P1L�� ( krtF�G 1 Specify color of color thru tile: Submittal Fee $ f� � Permit Fee $ CCF $ ` -00/CC $ - Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $_(.Z ` — r 'Ift , Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. � IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:" Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AUNT The foregoing instrument was acknowledged before meds 13 day of D� , 20 . L , by y09 to SCL who is personally known to me or who has produced Fl, da<tA r. I 'Ce,15*'_as identification and who did take an oath. Seal: SETH HOBAN SANFORD MY COMMISSION #FF162629 9. .: '•.'i'e�a '` EXPIRES September 23, 2018 APPROVED BY Signature` CONTRACTOR The foregoing instrument was acknowledged before me this day of LX:PO4?--M Q_ar , 20 (14 , by �r�iSEre' to L, w s persona_ I y1_ t w4_to me or who has produced as identification and whodiddid take an oath. NOTARY PUBLIC: ,�I,` Print: M Seal: . lJ Plans Examiner Zoning Strur:tural Review Clerk JOB# 7925942 THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET Name franzosa Opening Location No Location Corner Zone or PRODUCT ACCEPTANCE NUMBER Style APPROVAL APPROVED PRESSURE (+) PSF (-) PSF REQUIRED OPENING DESIGN PRESSURE (+) PSF (-) PSF Window Opening Dimension Wdth IN Height IN MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED 1 4 13-1009.05 SH 60.00 70.00 45.30 49.20 38 64 1x4 Mull NO 2 4 13-1009.05 SH 60.00 70.00 45.30 49.20 38 64 NO 3 4 13-1009.05 SH 60.00 70.00 45.30 49.20 38 64 1x4 Mull NO 4 4 13-1009.05 SH 60.00 70.00 45.30 49.20 38 64 NO 5 4 11-1114.06 SGW 60.00 70.00 45.30 49.20 55 52 N/A NO 6 4 13-1009.05 SH 60.00 70.00 45.30 49.20 38 39 1x4 Mull NO 7 4 13-1009.05 SH 60.00 70.00 45.30 49.20 38 39 NO 8 4 13-1009.05 SH 60.00 70.00 45.30 49.20 38 27 N/A NO 9 4 13-1009.05 SH 60.00 70.00 45.30 49.20 38 27 N/A NO 10 4 11-1114.06 SGW 60.00 70.00 45.30 49.20 73 50 N/A NO 11 4 11-1114.06 SGW 60.00 70.00 45.30 49.20 72 24 N/A NO 12 4 11-1114.06 SGW 60.00 70.00 45.30 49.20 73 50 N/A NO 13 4 13-1009.05 SH 60.00 70.00 45.30 49.20 18 25 N/A NO 14 4 11-1114.06 SGW 60.00 70.00 45.30 49.20 73 50 N/A NO 15 4 11-1114.06 SGW 60.00 70.00 45.30 49.20 38 51 1x4 Mull NO 16 4 11-1114.06 SGW 60.00 70.00 45.30 49.20 38 51 NO 17 4 13-1125.05 PD 60.00 70.00 45.30 49.20 106 80 N/A NO 18 4 13-1009.05 SH 60.00 70.00 45.30 49.20 35 49 N/A NO 19 4 11-1114.22 CASE 65.00 80.00 45.30 49.20 17 37 N/A NO o 20 4 13-1009.05 SH 60.00 70.00 45.30 49.20 35 49 N/A NO z` 21 4 13-1009.05 SH 60.00 70.00 45.30 49.20 35 49 N/A NO SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / P PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING 03 • FLORIDA BUILDING CODE 2010 - ASCE/SEI 7-10 - WIND LOAD TABLES -170,175 mph - Enclosed Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Positive Negative Positive Negative z4 z5 z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 63-.8- 21-30 40.0 43.4 53.4 1 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WiND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Positive Negative Positive Negative z4 z5 z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 16-20 39.0 42.2 51.9 42.6 46.2 57.0 21-30 42.4 46.0 56.6 1 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 65.4 53.6 58.2 71.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER C❑UNTIES MIAMI-DADE COUNTY WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Positive Negative Positivel Negative z4 z5 z4 d& z5 z4 z5 z4 & z5j z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 1 56.1 1 69.0 56.6 61.3 j 75.7 51-60 53.4 1 57.8 1 71.2 58.4 1 63.3 1 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER C❑UNTIES GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AILD THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. + 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANAftYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings. For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FBG HVHZ, use Exposure C when building Is located in Exposure B 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 301, open country and grasslands. Exposure C will apply when exposure D and B do not apply. 8- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails In the upwind direction for a distance greater than 5000 ft or 20 times the building height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED - All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH 9- TOPOGRAPHIC FACTOR Kzt=1 - (FLAT TERRAIN) 10- DIRECTIONALITY FACTOR Kd -.85 (Wind Directionality Factor) 11 -TRIBUTARY AREA: 10 SQF 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 IL iZ4 gra r8k,� WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE D Building Roof Slope less than Height 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 54.9 59.4 73.1 60.0 65.0 80.2 51-60 56.6 61.3 75.5 61.9 67.1 82.9 LOCATION EXAMPLE MIAMI-DADE COUNTY Roof Slope Iz �5<Z4 I I (h) I MEAN ROOF L�,�'' HEIGHT 0. - - a<=BWx0.1ora<=hx0.4 BW less or equal than BL a must not be less than a=3feet or a=0.04xBW EN&C00XnC. Engineering ServiFes - CA 8116 5595 Orange Drive 201 DAVIE - FLORIDA 33314 Tel: (954) 58 304 E-mail: Engco OL.com DEC 112014 PEDRO DE FIGUEIREDO PE52609 NOT VALID W/OUT SEAL 12/12/2014 WINDOWS DIAGRAM SHEET Job #: yircCustomer. f.- If J'P'J f I CWQX2—>--1— O-Of RFr4tt . . . . . . . symBot . . . . . . . .41 ....... ;,76 T i3 Art -WtA 46, t W144 .. 4.s . . . . . . . . . . . . . . . indloate all vAndo\-.—,:, t�--.nrs; ?nrii ate; ?rY crere outline of ho Se - 1st: 2nd.. --tc t(f ch` vpl* pac numtw the windcv.45 tO be -:0 V t MIAMN MIAMI-DADE COUNTY, FLORIDA •� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315--2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miainidade.g2v/ Zero/ 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 and accepted by Miami -Dade County PERA- Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "HIL -510" White PVC Horizontal Roller Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact -resistant", sheets I through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade Cq.w*y-Produgt• .... Control Section. .. • . •• . • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. • • • : • • • • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or to o, c"it•y, stat;,.. • •: ees model/series, and following statement: "Miami -Dade County Product Control ApWpvpd", unvtherwi4 • • • • noted herein. • ...... . . ..... RENEWAL of this NOA shall be considered after a renewal application has bear hfeJ and Mere iias been: • • ; • no change in the applicable building code negatively affecting the performance of Ofig V14duct. ' •. TERMINATION of this NOA will occur after the expiration date or if there has beext a reAW t;vc-hand • • • in the materials, use, and/or manufacture of the product or process. Misuse of thil.W04" as an etadorsemeir of any product, for sales, advertising or any other purposes shall automatically terminate this 4�4A. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-0901.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MI MIDADE UPfTY NOA No.114114.06 , Expiration Date: February 17, 2016 Qiti%i?i Approval Date: February 09, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0901.07) 2. Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact -resistant!, sheets I through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, signed and sealed by Anthony Lynn Miller, 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 HR -510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.07) C. CALCULATIONS: 1. Anchor Calculations, and structural analysis, complying with FBC-2007,*pw&ed by manufacturer, dated 08/20/09, signed and sealed by Robert L. ala** .-P. E.:. • ..... (Submitted under NOA No. 09-0901.07)...... ' ' .. .....' . . 2. Glazing complies with ASTM E1300-02/ 04. 006900 • • • D. QUALITY ASSURANCE Goo* • . • • • 1. Miami --Dade Department of Permitting, Environment, and Regjl ;y Af' m;FERA3;;;; • •0••0• • E. MATERIAL CERTIFICATIONS 0 . . . . ....• .. 0000•• 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont Delfpourd% Co., Inc;....; for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 0I;Ii4/17. ' 00 0 F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 11-1114.06 Expiration Date: February 17, 2016 Approval Date: February 09, 2012 E-1 tT PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED F. STATEMENTS (CONTINUED) 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of conformance, dated 08/20/09, signed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 6. Laboratory compliance letter for Test Report No. FT"916, issued by Fenestration Testing Laboratory, Inc., dated 06/18/09, signed and'sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.07) G. OTHERS 1. Notice of Acceptance No. 09-0901.07, issued to PGT Industries, Inc. for their Series HR -510 White PVC Horizontal Roller WindovwL.M.I., approved on 02/17/10 and expiring on 02/17/2015. s • • 0000•• 0000•• • •• 0000•• • 0000•• • • • ••0••• 0000 • • • • • • 0000•• 0000 • 0000• 0000•• • • 0000• • • 0000•• •• •• • 0000•• • 0000•• •• • • • • •0000• ••0000 • • • • • • • • •0000 • •• • 0000 • • c Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 114114.06 Expiration Date: February 17, 2016 Approval Date: February 09, 2012 E--2 ® IMPACT -RESISTANT HORIZONTAL ROLLER �2 618• MAX. TYP. 4" O.C. MAX. TYP. 21/4 I-•— ® Design Pressure Raft Impact Rating BOX FRAME AND INTEGRAL FIN WINDOWS +80h70 PSFand Small Woulle Impaot � + 00 h 70 PSF tf+ a mnree� oma GENERAL NOTES: TF 1. GLAZING OPTIONS: A. 7/8" IG -6116" H1H - SGP + 7/18° - AIR + 1/8"A CAP S. 7/8" IG -6/18° H/H - SGP + 7/16"- AIR + 1!8"T CAP o 2. CONFIGURATIONS: XO AND OX O / o NOA DRAINING TABLE OF CONTENTS C SHEET 1 GENERAL NOTES....................................1 3. DESIGN PRESSURES: +80l-70 PSF (ALL GLASS TYPES LISTED) � � � � � ELEVATIONS ............................................ 1 A. NEGATIVE DESIGN LOADS BABED ON TESTED PRESSURE GLAZING DETAILS ................................... 2-3 B. POSITIVE DESIGN LOADS BALD ON WATER TEST d r� SECTIONS, I.F. FRAME ............................4 SECTIONS, BOX FRAME ........... _............ 6 PRESSURE AND GLASS TABLES ASTM E 1300-02. a I`a PARTS LIST ....... _......................._....._..... 6 EXTRUSIONS......._ ........... .. ...... .............. 7 4. SHUTTERS ARE NOT REQUIRED. ANCHORAGE SPACING, BOX FRAME... 8 ANCHORAGE DETAILS, BOX FRAME.....9 6. ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS X O ANCHORAGE DETAILS, I.F. FRAME....... 10 SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE — $HALL BE BEYOND WALL DRESSING OR STUCCO. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS FIXED DLO WIDTH VENT DLO WIDTH 32 9 SCREEW% THAT COME INCLUDING INTOO CONTACT WITH OTHER DISSIMILAR 3/4 116 INTEGRAL FIN MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 73" MAX. MAX SIZE = 73"X 67 BUILDING CODE. APPROVED ANCHORS: 1, #10 STEEL SCREW (06} 76114" FRAME O.D. 2, 3118" ELCO ULTRACON 6. REFERENCES: TEST REPORTS FTL-5918; ELCO TEXTRON NOA 73° MAX. 07.0425.01; ANSUAF&PA; NDS -2005 FOR WOOD CONSTRUCTION; 32 9/16 FIXED DLO WIDTH ADM -2005 ALUMINUM DESIGN MANUAL. 32 314 VENT DLO WIDTH 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE OWM. S. SHWA EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. S. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE O AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY o / / re ME t FOR WATER RESISTANCE OF INSTALLATION SHALL BE BuildingCoda DONE BY OTHERS. Am 40040 No A 10. MATERIALS USED FOR ANCHOR EVALUATIONS WERE VI SOUTHERN PINE, AND CONCRETE MASONRY UNITS �+ s I COMPLYING WITH ASTM C-90. m x • •6117 • • • • • — \\�.Qa,I LYNN M!(/F�.,'. �i16" rix o.c. I--- BOX FRAME = .: • • • • *43/4w-- • Sf•E & INET 7 FOR ° No• 667p5 ANCHOR REQUIREMENTS 81/i Max MAX. SIZE = 73 X Lu - JJ. '10117111['B FBCZOtOCODECHANQE • ••• • • ••• •• ••• � � �E0 _�� r+ ELEVATIONS & ANCHORAGE O FLOR��P' �0�: J. Ot 0 A Adal DPN box flame. (31 ebov NorcB°° Fa lu }°` '' ��F ' �G canes. • • • • P tlgtc,s�• Wn Hoch. Roller Window, im ct-resistantSOeN: No 6, R 3W4•ami e"si° co.oswa ro" A LYNN 41 P.E. Jit 08/12/09 tfRBM NTS t o 10 5191-2 B P.E088706 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 7/8" OVERALL GLASS NOMINAL 18° LAMI GLASS NOMINAL /8° HEAT STRENGTHENED GLASS 7118° AIRSPACE 080 DUPONT 1/8° ANNEALED OR SGP INTERLAYER TEMPERED GLASS /8" HEAT STRENGTHENED GLASS W NOW ILASS SITE EXTERIOR OPTIONAL FLANGE •:• ••:7=8":I.44I.&;.7aL+I LNG DETAIL �0`t` A. N N!zii��9, • • • WI�TIt •.-LIN • LA6•S AND 1!8 CAP ` * r No..�8705 J.J. 1 17/11 NO CHANGE THIS SHEET • i • �0• • 1fl J. ovle/10 A Cha na0� • • • •GOING DETAILS - BOX OR FLANGE FRAME ,,��.5 . FGORYOP.• G�\�` • : • • P 4.1w • • n l Hark. Roller' WlrldoW, Im act-msistarrt Brom M. NO S, K 3 4 •bream '� a ar64M1 `N P.E. J.R. M2109 imio 1:1 2 m 10 5181-2 B P.P�6570 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ® 7/8a OVERALL GLASS NOMINAL 5/18° LAMI GLASS NOMINAL /8a HEAT STRENGTHENED GLASS 7116° AIRSPACE .060 DUPONT IN ANNEALED OR SGP INTERLAYER TEMPERED GLASS 18" HEAT STRENGTHENED GLASS 112° NOM. 28 GLASS SITE 32 39 37 28 29 EXTERIOR 1 E- 35 PRODUCPREYISW as ammlrmawod o pbsua ¢ OP770NAL AAawptam No . p FLANGE M P •' • • •: TO LAMI M GLUING DETAIL `���� �� LYNP! , f', //, •. WiTi-is11$"LAWGEASS AND 118° CAP �`����� �%CEwsF • • • • • • • • • • • • * ' No. 58705 _� •• QyS•Jt .r +r� OHTH1 NO CHANQE 77i/S SHEET ' Q •. STA OF tV 07o NOLooro GLAZING DETAILS - INTEGRAL FIN FRAME J. 01/18110 A Ch lass make , dra Nopus, vpaax7� +� �, 'j+ C7 �.` • 'F''• ............. iuwmr • • • • v_dr • Wh Hork— Roller VV/IAdow, Im Ot-misteM ";,, /10�N,A, L'e \l\\ apam,ex nape aauc NO 8, FL 34'!74 • ammsraa,p w.w &wp omW xo regia A. LYNN�NYLLER, P.E J.l% 08H9m NR810 7:? 3 as 10 5191-2 8 v.eoa37� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1. #6 x 112 FL SMS, LOCATED AT 4112° FROM EACH END AND AT 16° O.C. 2. #6 x 3/8 FL SMS, LOCATED AT 4112° FROM EACH END AND AT 18a O.C. 3.98 x 112 FL SMS, LOCATED AT 4112" FROM EACH END. 4. CAM LOCKS: (2) AT T EACH END 6. WEEPHOLES ARE VX 3116°. SEE SHEET 1 FOR LOCATIONS. 101 EXTERIOR SEE NOTE DETAIL D HEAD SECTION NOTE 3 REVISED g wLM *e F alo t I- (1 1 I SEE NOTE 6 v �Ij 10 DETAIL E >> r u r r • • • • • • • • • • • SILL SECTION �0 v LVNN • • • • • • • • HOT WELGQ014LVEFt E&EN.• '. • •(INVt5RAIFINf • • • • 1 - 'k No. 56706 • ••• • • ••. •• ••• %gyp'. sra Eos :' �� JJ 1 /1T/71 8 INO CHANQE THIS SHEET ��om�, CROSS SECTIONS - INTEGRAL FIN '` •. FtoRioP.• OiH8110 A No ah s this sheet • • • • • • ,A ,F s • ,1UT Vln Hotlz. Roller Wlndow/, I act--meslstanf ��'csS1p1VA1 mmm oats nroxdMre, R 94474 • senww oe a� lamta a� A. L� RE I R 08H1/08 Rule 9 2 4 10 6181-2 8 Ku 897 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES' 1.98 x 1/2 FL SMS, LOCATED AT 41/2° FROM EACH END AND AT 16° O.C. 2.118 x 318 FL SMS, LOCATED AT 4117 FROM EACH END AND AT 18° O.C. 3.88 x 1/2 FL SMS, LOCATED AT 4 V2° FROM EACH END. 4. CAM LOCKS., (2) AT 7° EACH END S. WEEPHOLES ARE P X 3118°. SEE SHEET 1 FOR LOCATIONS. HOT WELD,00lq Elt &SEICIBL't • • • • 1BOX,•RAI�A�) • • • • • IIS SHEET • ••• 1 ' • • ••• •• •• sheet • • • • ° wo&�myl 9p • • • • •koxofi� ' ,eze • 8, F18G274 • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL D HEAD SECTION EXTERIOR I SEE NOTE 3 EXTERIOR SEE NOTE SEE NOTE 8 DETAIL E SILL SECTION IM10 6 - 10 L 6991-2 PRODUCT REVISM w wnmlyiag *Mh ft Fbri" tAd unaing Cado LYNN VCENSF''•�•Q * ' No. 58705 otoPET ST s`S�rrO++ rrN�A���� I�-���ti� A1Y M¢LE llpl& P.EO68706 • •• •• • • • •• e• 000 0 0 • ••• • • 1 38 WEB'COVERS 4 37 SETMKI BLOCK 38 SdDONB DOW 1188 21 13 29 �/ 16 15 18 O 21 11 24 2S 4 PRODUCT REMED as comPlY� wq6 the Fkdb 40 Buddh*Code Acmptence No Ex Ry i i•• i i i i i i � ``����ONV LYNN • • • • • • • • • • • `� a'��'; ''��cENSE'•• ;FSP �� 58705 _ rmmmor � G�75 /T • J.J. 10/17/11 8 NO CHANGE THIS SHEET • • • • • • • • • • • • • • 8T EOF W x 1070 NOLOGY ORI • BOM A EXPLO�EL? VIEW ' �•t� '•. FLORIOP• •'' Cj?: J.R .fi01/18/10 A Removed3/41" and L. N018, ra. • F • • • • P �+F m: Wh Holz. Rollar lMndow, !m Ct reBJsterrf �'�is`/S'10NA���•L1� omc omo: NOO FL 80174 • saa meen —N sane pmayrt, rov A/L�wnuEn, P.E. J..R, 98H2/me mwio roTS 8 10 6191-2 B RE,$68708 ITEM DWG NO. PART P DESCRIPTION QTY 1 8188 86988 FRAME HEAD, SD_L AND JAWS (FIN ONLY) 4 2 6188 681&9 FRAME HEAD, 801 AND JANBB (BOX ONLY) 4 4 8102 88102 FDfEDA4rE(M6RA8. 1 B 6123 86123 FDODNEEiWORAO.•ALUAq(.00NR�B=, 1 8 78%1FPAW 8x 1•FHTIB;FI (CAM LOCK KEE?F12) 4 8 78X312PPABX SCR 8Jq 1/2° PPTYPEAB (FD(®Miq 4 9 716896P 330098 ALUM 8fd?sNSIlPAORT ELATES 2 10 6138 86138 ROLl6tTRACK 1 91 8138 86138 ANhLB:T' 2 12 71038w WBTALLATION HOLE PLL036 (BOX ONLY) dAPoB 13 8108 86106 SASH OVTERLO(Xt RAO- 1 14 8114 86114 OVIOtIOdCRAII-ALUMWUMRID�. 1 18 7s2088LAw cAMBwEEPLOCKS z 18 761336LKVJ CAMSWc'EPLOgCl�6t 2 17 +844 9+B44W 1fdsTP..187 x .270 FOd 9E4L 1 18 8137 86137 SASH8D�ERgO. 1 19 6114 88114 31�RA0.-ALUWNUMRElrff'. 1 20 1844 81844UY WSTP..187 x .270 FIN 8F1U. 1 21 8108 88108 �1SHTOPSBOTTOMRAO. 2 22 8114 86114 TOP&BOTTOM RAO.-ALLWID4UMRFAff. 2 23 7844 81844W VUa'1P..187 x 270 FPIBEAL 2 24 228-1 42112HD ROLIERHDUSO4Ci 2 ze 76RVN-0.2 MASS wkffia a 26. 7812Fw 8 x 1n FH PNA.U2PTSA19 VARE,S 27 7838FVJ 7x 318FHPFOL•2PTS/D13 VAR083 ZBA 68w0:iICHa 7/18° SUPER�BPACFR 288 e8wmae 3/8° 81k1�SPACHt 29A 8+12 86112 OLAZ040 BET1D, 1 -LRE 718° 1.A00 LO. QLASS: 1B• TENPEJiID 32A OUTBOARD-AFBTPACE-1!8°ANI4FAL®-.080 - PVB NTBiLAYFR- 1/8" ANNEALED(8118° LAMfl) 7/8'tAON L6. Ct1A88: 118• ANNEALED 32B OUTBOARD-AO�PACE-1/8•ANNEALf17•.060 - PJB 04IFRLAYER • 1!8° ANNEALS (8!18• LAMS 34 SCREEN • ••• • • I.F.FRAME O DWG #5116 RIGID PVC FIXED MEETING RAIL DWG #5902 lJ RIGID PVC .87 •080 0 �1.020� 1.260 .083 L 174 FIXED MEETING RAIL ODWG #5923 S Al 6005-T6 0 SASH INTERLOCK RAIL 13 DWG #5906 RIGID PVC TSASH INTERLOCK RAIL I REINFORCEMENT SASH SIDE RAIL SASH TOPBOTTOM RAIL DWG #59 94 DWG #65937 DWG #66906 Al 6063-T6 18 RIGID PVC 21 RIGID PVC PRODUCrMISM conry+yfng tsdh Um Plauida . pumns Cad¢ j 1.306 GPt /$O 0 .Oao .803--�� Mand Product 210 .880 • • • •r�6 • • • • • ttuttt 3260 i •• • • s i i • i i —►( �►—.086 `���� ONV LYNN BOX FRAME . • • • . • • •.. . �� �+cENSF . �Rp' O DWG #5989 . • • • • • :: FALLER TRACKJANTI LIFT * ' `'•• yer RIGID PVC ® DWG #5112 DWG #5938 _ " 68705 DUAL PVC RIGID PVC = o .�STA OF t : • �lj: Ux 10/17/11 w B NO CHANGE THIS SHEET • • • D,p' .• _ �.�DL� o� • EXTRUSION CROSS SECTIONS % F FtoR+op 'G\ J. MH A Added wag thickness to 00 extrt r; retrwved • NO)MtS. PtltiM ma '�, S'. ....... �1 ��• lomw oft, heading r 3/4"glass. • • • P.a pN+� • • Vln I !fork. Roller Mndow, !tn d-re818taAt '��, ��INAt 11 tE.+` ma•ma�e uox aufr I. NOIV118. FL 94274 mmmss sots mrt umvfro. as A LYNN MILLER P.E. J.R ommo Fmlo 1:1 T iQ 6181-2 8 PE98a708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF +60l--70 PSF OR LESS WINDOW HEIGHT 24 30 1 38 1 42 1 46 1 54 80 63 WINDOW WIDTH On) ANCHOR LOCATION # OF ANCHORS REQUIRED (TYPE 1 OR 2) 24 Head and Sill 2 2 2 2 2 2 2 2 Jamb 2 3 3 3 4 4 5 5 36 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 5 42 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 6 48 Head and Sill 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 6 5 54 Head and Sill 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 5 5 60 Head and Sill 5 5 6 6 5 5 6 5 Jamb 2 3 3 3 4 4 5 5 88 Head and Sill 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 72 Head and SAI 5 5 5 5 5 5 6 6 Jamb 2 3 3 3 4 4 5 5 73 Head and Sill 5 6 5 5 5 5 6 8 Jamb 2 3 3 • 34* •4 • • 4 • • 5 . 5 •• ••• •• • • • •• NOTE FOR VIEW WINDOW THE LARGEST CANNOT EXCEED THE TESTED SIZE. J.J. 1101171111 B INO CHAAK3ETHIS SHEET • • J. 01/1 0 A I Added add9fwal androrhWmafti • • • • • 14 TMNSLOGY DRIVE %MK=*FLN*5 • as •• • • • • PMIS. FL.o. E 01 NGKO947/4 ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORAGE NOTES FOR BOX FRAME: 01. ANCHOR TYPE: 1- 3/18° ULTRACONS BY ELCO (FOR MASONRY SUBSTRATES) 2 - #10 SM SCREWS, GRADES (FOR METAL AND WOOD SUBSTRATES) MINIMUM EDGE DISTANCE OF 31W. 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS, 8.5' MAX FROM ALL CORNERS JAMBS -18.3125' MAX O.C. HEAD/SILL-15' MAX O.C. 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE, 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 1 & 10. hmle 1 MT8 8 d 10 navi9m3 LWuhftFlorida tI.I I LYNN 4/ 1i1 * ' No. 58705 ArST:•��/� resistant _ ��'�ir`SiONAI �?`�� 5181-2 B ai�/P" PE 1 318" MIN. - 1 /4" MAX. SHIM •---A #10 SCREW, SEE SHEET 8 FOR SPACING FLANGE SCREW,SEE .ET 8 FOR SPACING #10 SCREW, SHEET 8 FOR SPA( i 1318iMIN. MA1/X.� SHIM REMOVEABLE FLANGE 114° MAX. SHIM TT- 8" MIN. REMOVEABLE FLANGE—/ ;=' JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 13(8° MIN. - 1 /4" MAX. SHIM --I h -- APPROVED MASONRY 3.6 KSI MIN. CONCRETE ANCHOR, SEE SHEET 8 .. OR 1.6 K31 MIN. CMU - FOR SPACING ' ^ 4 ° T" ' • •'L `.;"��� 'r'P.•.: .'1316"MIN. ]—L 1/4-T MAX . s•• RE J. FLANGE REMOVE -w FLANGE 3.6 KSI MM. CONCRETE APPROVED MASONRY OR 1.6 KSI MIN. CMU ANCHOR, SEE SHEET 8 FOR SPACING APPROVED MASONRY ANCHOR, SEE SHEET 8 FOR SPACING 1/4• 10�1T6:HNQLOOY 6RN� { _FMAX. SHIM T VEABLE •�•. .• •Y• . FLANGE �• a • •�: . .. `!.b.`. 1318" MIN. • 3.8 K81 MIN. CdRCAETE • OR 1.6 KSI MIN. CMU • P.O. B�f 18� NOKOMIB, FL 34274 JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED 3/18" ULTRACON, EMSEDED 1318° MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS V MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI -DADS COUNTY, USE #10 Sic $C C EMBEDED 13t8° MIN.. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE $ill �Fit�E jOI�L ' flgAESS 13 LESS THAN 1 112".1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLD CONCRETE. W004BUCKS DfiPICTSAA8�c 4RE# 1 TYICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED �BgT AUTHORITSM�FHAV IIN'�G JJURISSII) ON..Q• 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE F A SIZE O PROVIDE FULL SUPPORT TO HE WIa SIN PFSE SIMILA O THAT�SH3NiNA N MINIMUM THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL MEMBER STRUCTURAL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. No • c I I I WhYl Hork Roller Window =. 1:2 8 m 10 5191-2 NOTE: INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS a lgwma -til ON� LYNN R?l�ii * ' N., 58705 % oo A,f EOFIl •,�: A LYNN P.E. P.E@88706 10�1T6:HNQLOOY 6RN� • • • • �4oxoa6AlFL saAa • • • • • P.O. B�f 18� NOKOMIB, FL 34274 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • c I I I WhYl Hork Roller Window =. 1:2 8 m 10 5191-2 NOTE: INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS a lgwma -til ON� LYNN R?l�ii * ' N., 58705 % oo A,f EOFIl •,�: A LYNN P.E. P.E@88706 1 /4° MAX. SHIM--►) 1— 118° (.131") DIA. x 2112" NAIL, SEE SHEET 1 ® FOR SPACING REMOVEASLE FLANGE—/ L IV (.131°) DIA. x 21/2° NAIL, ® SEE SHEET 1 FOR SPACING JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING REMOVEABLE FLANGE 118"SEE SHEpET FORS A VEABLE 1/4" FLANGE MAX.—T NOTE: INSTALLATION SHIM TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS HEAD W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 1/4° MAX. MAX SHIMT SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING PRODUCT REVISED mcwa,lymwftb "odds A m No m No, 4 r oro ;/ NOTES:® 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI -RADE COUNTY, USE 118" (,131') DIA. x 2112 NAIL. mfww1 opro�ia�wnirol 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECT06141) WWW CGNCRETE• WOAD IJUCK>Z13EPICTED AS 2x ARE 1 1/2° THICK OR 11I t t GR TDE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE BX MICTION.•IEBRE® Bl•WTWERS OR AS APPROVED BY AUTHORITY HAVING ( LyNV 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE IMINIA&I "GlH (S' dt"5 AIbd� MINIMUM OF lAr THICK. THE ``�N NSF ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TOOAROVIDOPULL SUPPOWf TO WHB4W MWW FRAME SIMILAR TO THAT SHOWN IN is THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. Z * : No. 58705 IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. '?IO . STATE OF ' •. FtoR�oP• J.J. 10/17/11 8 NO CHANGE THIS SHEET • • • • rEcrw • • ° INSTALLATION DETAILS -INT FIN FRAME o1Ha/10 a corrected Hair to 2-1r1^ eawa! to J.R.Imum- �9tCOM�, —PIMM.UIN . �''�SSff11�1'' ,N,g1. ��• A &w" p.E P.Eswm 1/tn l Horiz. Roller Wincl�w, Im sect-resL4fent IMF • • JR v.* eaten '°i' — R1" ywalo 1:2 10 a 10 5191-2 8 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MIAMI•Q�lIDE MIAHiI—DADS COUNTY, FLORIDA 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) .miamidadtgov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, 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 and accepted by Miami -Dade County RER- Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "PGT" Clipped Extruded AIuminum Tube Mullion -- L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, il" and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Ptg�itct Contr0 Revision, Section stamp with the Notice of Acceptance number and Expiration date by t4q XiVni D4de •County Product Control Section.• 0000.. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • 000% ; ... ; LABELING: Each unit shall bear a permanent label with the manufacturer's nqm*:o:logo,•city,state, series, and following statement: "Miami -Dade County Product Control Approved". jfi,�eA oche wtAioted herein. 006069 0 RENEWAL of this NOA shall be considered after a renewal application has beene fled Id the:g JVg9been no change in the applicable building code negatively affecting the performance of th=s p0duct. • TERMINATION of this NOA will occur after the expiration date or if there has been a revisio1i9c070.ehange in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11--0922.01 and consists of this page 1 and evidence pages E-1 and E--2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0815.05 NffA1Mi-DARE COUNTY ~� o Expiration Date: May 26, 2016 _0 Approval Date: October 31, 2013 Page 1 0000•. 0000.. .0000. 00000 0000. 66666. 000000 ..000. r PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10— 0819.05) 2. Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819 05) .060.0 Do 0000.. C. CALCULATIONS• 1. Anchor verification calculations and structural analysis, complyjvg.with "V.2010,0.6„• prepared by manufacturer, dated 09/20/11, signed and sealed by6A klaony Lynn Miller,. 0000.. P.E. 6666 . . :0 0000.. (Submitted under previous NDA No. 11---0922.01) ”" ""' 0000. 0 66000. 0000 . 0000.. D. QUALITY ASSURANCE GOODS* 0 • • 1. Miami—Dade Department of Regulatory and Economic Resoursoes taR). • .0 00: 00.. 0 00 . 66... . 6 6 E. MATERIAL CERTIFICATIONS ' 1. Kane. 0000 F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922. 01) Jaime D. Gasco , P. E. Product Control section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E--1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS {col\TTIN m 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Subinittedl under previous NOA No. 11-0922. 01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Subtnitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion — L.M.I ", approved on 12/08/11 and expiring on 05/26/16. E-2 :000:* Jaime D. Gase n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 0000.. 0000.. 0000.. 0000 0000.. 0000 . 0000. 0000.. 0 0 000000 00 00 000000 00 . . 0 0 0000.. 000000 0 . 000000 .. 00000690 Jaime D. Gase n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: HORM MULL Lau"--i flEN TH F" MULTIPLEOPENING WIDTH FOR MULLIONS VERTICAL MULL –� SEE DETAILS ARCHES TO BE INSCRIBED RODE ANOULAFt / A..G,H SHAPE _ SHEETS24 SEE DETAILS ATHRU3 /_ III SHEETS 2-3 I / 1 ATHRU OIC 8H6ST8aa MULL HEIGHT LE nHFOR HORIZONTAL SEEDETAR4 MSL SHEBT 3 FENESTRATION PRODUCTS MAY BEOFANYTYPE MUSE / MANUFACTURED A BY POT. HORZONTAL MULL I /SEE DETAILS A-D,G,H: SHEETS as LENGTH HORIZONTAL MULL LENGTH OPENING WIDTH J I —`j pOR 640 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (1.88). THIS H HT VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL OPENING TM rI H MULLION CAPACITY. EL"M G •• ••• • • • • • •• LENoTI 81 FROIII THE AtICHNR (fiPACTTi !W TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE • ANANCD C] gA O •1� • O : ERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED SINGLE MULLION SINGLE MULUON "+L • • 7) F THE MULLION CA7PACIfSTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (L�) FOR THE OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA- TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH TMS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 1 SEE CORRESPONDING DETA6S MULTIPLE MULLIONS • FROM FIGURE t ABOVE. •ERFY ii1E QE3I5� RRE33U�iE•I�LTItftC(L�SlFT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL • • LION CAMOITY ASM OBT41 ED F%R THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE • • MULLES, FENISTRATON PRODUCT ASSEMBLY. PIGHLIGHI-7PTIOMAED AND :ANLE VALNES USED IN A SPECIFIC APPLICATION WHEN USING THS NOA TO APPLY FOR A PERMIT. ••• • • • • ••• • • GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS 'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMSEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S; ANSVAF&PA NDS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL S) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSfFP FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR' OR'TRIANGULARITRAPEZOIDAL'. GENERAL INSTRUCTIONS.–_____ 1 LULL TO 2X WOOD...__...___...._.. 2 MULL TO 1X & MASONRY_.........._ 2 INSTALLATION NOTES...____.__..2 MULL TO MASONRY_...__...._. – 3 MULL TO STEEL STUD.------. 3 MULL TO MULL ..... ............. ....... 3 ANCHOR SPECS.»......._._.._.__.._.3 ALTERNATATE CLIPS..» -..........»._4 BAY MULL INSTALLATION .»»-..»».4 1 X 2 X.126 MULL SPECS_»..____6 IX 2 X.376 MULL SPECS -__61 X 2.76 X.376 MULL SPECS...._...? 1 X 2.76 X.86 MULL SPECS»».»»...$ 1X 3.126X.800 MULL SPECS,___9 1 X 4 X.125 MULL SPECS__ 10 1 X 4 X.370 TUBE MULL SPECS.._ 11 1X4X.376 T MULL SPECS._... 11 1.26 X 3.188 X.288 MULL SPECS 12 2 X 4 X26 MULL SPECS.„..»»...... 13 2 X 6 X.26 MULL SPECS_.____ 14 128 X 2.11 X.126 MULL SPECS_. 16 30' X 326 BAY MULL SPECS.«._. 18 46'X 326 BAY MULL SPECS._..._ 17 MULLION & CUP DIMENSIONS.__ 18.20 EXAMPLES 1 &? LOADING EXAMPLES.»»_._..»._.22 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBSWM FROM TABLES to THROUGH 13A, ON SHEETS 6 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION 18 SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY "SIFT-) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT'1 FOR THE OPENING OBTAINED IN STEP 1). • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I ��1111111f((7 QNB. `• • •' M14 1S, * 140.58705 �r ' 13 F oR�oP. '/,,/II1QNA�{-� A. LYNI�++rfILI.ER, P.E. FL P.E.# 58705 'ea DETAIL A MULLION lull c DETAIL B: MULLION TO 2X WOOD BUCK MNWON MULLION ATTACHED TO 7X euc2csrwr Tw.ANp1oR OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, c Y (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) ^et�omE!�r SEE SEE TABLES tame SHEET SEE NOTE 1, I j MULLION I •B gQ y I i I n a I I .. .� :. �.: •.�'... O SEE 8HEE78 'a 4 I MIN2.7KS1'. ...• EDGE 2 ISTHER THE1 I I 18.20 FOR HOLE d I 1 CONCRETE CROW DIETANM STANDARD OR .n ° 1 LOCATIONS ° I ,1 SEESEETABLES OFFSET MULL a' .° EOOE ® o ° I EDGE DISTANCE 18.108 = Lo CLIPMAYBE I DISTANCE I a I FOR MASONRY THIS METHOM d o. ANCHORS Q ° n . 8CREW3fg R60`MAX FOR ° a: n I 1 I SIDE VIEW EO Z W ALL MULLIONS 4, ° .. 4 Q) n p ° • Z, . 'a q'• ° °' n EITHER THE F =Q ° d ° BTANDARDOR � (� a' /J 4 ° d a �' ° a ° a EXTERIOR ° TNs METHODO DANCE a4 ° Z W . ° ... FOR ° n ° MASONRY a m O ZV r ° ANCHORS EXTERIOR ° d TYP. ANCHOR TYP. ANCHOR $ �� TYP. ANCHOR PER SUBSTRATE, PER SUBSTRATE. 'iii PER SUBSTRATE, SEE TABLES 18.108 SEE TABLES IS -10B SEE TABLES 18.108 EDOE15ND DISTANCE BUCKBTRIP SEE TABLES AND MEENT BUOISTRIP 18.108 T :. •. ATTACHMENT APD EMBEDMENT•- ^ ',: BY OTHERS, ATTACHMEM :' SBE NOTE 1. : t : E OTHERS. . S .L ,y SHEET I. SEE NOTE I. .�.�.. i.•' ... 'i� '•¢<• �.., tallm 1. .. •"�•: �'�•'� MIN 2.7KSI CONCRETE ORCMU FRONT VIEW PRODUCT RSVISBD SIDE VIEW asaampty' nDpUreFlorWa FRONT VIEW UE tll- 0 5 Hx Aa INSTALLATION NOTES: Aiam Datta utt Comm 1) ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. SHOWN ABOVE ARE •• ••• • • • • • •• 1! ONLLY BEITY OF CAUSE THE ANCHOR CAPACITY S AND MULLION BASED PARTLY ON THE ANCHORO RIAL CHOR DSTrANnC� HE • • • • • i ``� pN( LYNN CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TIS S Oct, • • • ` �?''• Na... •`-cc'p �: FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAYAN • • • • • • • • • No. 55705 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD R FLATHEAD. _ 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. ... ...... ...... 3 :' �d. • • • ��p •,. STATE ,: �dd/: 5) FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY, USE ONLY MIAMI-DADE 4W A40VED • • •• • ,C�FtOR• ' ELCO ULTRACN OR ELCO 114' S.S. AGGREGATOR MASONRYANCHORS. • • • • • • • • • • • • • • "-AOR10OP-" C.) • • • • • • A. NTN MILL`lh, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) FRONT VIEW MUWQNAND USE SMS EXTERIOR SEE SHEETS 1080 FOR ROLE LOCATIONS EDGE DISTANCE SEE TABLES 1$•408 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION DETAIL E: I TYP. ANCHOR EITHERiR6 MULLION TO MULLION INTERSECTION (U -CLIP) I PER SUBSTRATE, STANDARD FOLLOWING SHEETS. FOR DETAILSA•D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.LOCATIONS I SEE TABLES 18.108 OFFSET MULL I I MULLION IS ALL YBE INSTALLED BY II I I I EDGE DISTANCE THIS METHOD. I I I', FOR MASONRY FOR W DadoProdua Otto I I e I HORS t11f 11111N a • • • • • • • • • • ° EXTERIOR 49 4 • • • • • • • FOR STEEL STUDS THINNERTHAN SEE TABLES `� rON.. • • • • • •. •t '•.,� ': ° • •FRIDI�+rIEW • 10 GA AND COMPLIANT WITH THE FL 8U0.DIN0 18-108 : ��.•''ttCENSF •'•. EOOE DISTANCE • •Iii— • • • • • • • • CODE, A2X WOOD BACKER MUST USED. ATTADwVIENT BYOTHERS. 7!t• :- * : No. 56705 FOR MASONRY EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW p ANCHOR$ VOTES: • • • • • • • • • • • • • • • • 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD '•. STA E F TYP.ANCKOR ''.d • • • • ANCHOR VALUES MAY BE USED. �� '•. p, I, •' ����� PER BUSSTRME. • • • • • • • • • d 4 a i� s••••• �� �� S/0NAI. / SEE TABLES 113-108 • • • • • • • 2) SEE CORRESPONDING MULLION TABLES, SHEETS b-17, FOR QUANTITY OF SCREWS, IM)LLEtR, • • •• • • • TYP.ANCHOR / BUCK$TRIP -am TUBI FL P.E.# 68705 AND ATTACHMENT BYOTRERs, SEE TA8LESE81 SHEET I. �..' p•. EDGE DISTANCE SEE TABLES MM 27 KSI CONCRETE OR CMU MW 27 RSI CONCRETE OR CMU 18 -ICS FRONT VIEW SIDE VIEW FRONT VIEW MUWQNAND USE SMS EXTERIOR SEE SHEETS 1080 FOR ROLE LOCATIONS EDGE DISTANCE SEE TABLES 1$•408 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION DETAIL E: STRUCTURE TYP.ANCHOR A PER SUBSTRATE, SEE TABLES 18-108 A, ��sEE s}1EEts ® `. --a 126•MR MULLION TO MULLION INTERSECTION (U -CLIP) NOTES: 1) MAY BE INSTALLED IN -TEE-OR-CROSS' INTERSECTIONS. VARIES B A14. . 1 FOLLOWING SHEETS. FOR DETAILSA•D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.LOCATIONS \\\\ \\ 2) MAY BE INSTALLED HORIZONTALLY MULLION 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. (SHOWN) OR VERTICALLY. • • • • W DadoProdua Otto 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 3) SEE U -CUP DRAWINGS, SHEETS 18.20 TOP VIEW t11f 11111N b) FOR MASONRY APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI RADEn^,� AP • Y ' • • • • • • • • • • • FOR CORRESPONDING MULLION. FRONT VIEW MUWQNAND USE SMS EXTERIOR SEE SHEETS 1080 FOR ROLE LOCATIONS EDGE DISTANCE SEE TABLES 1$•408 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION • STRUCTURE TYP.ANCHOR A PER SUBSTRATE, SEE TABLES 18-108 A, ��sEE s}1EEts ® `. • • PRODUCT REVISED oumPITNUB 11161 ft Florida ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE • 18580 FOR �� `. HOLE B A14. . 1 FOLLOWING SHEETS. FOR DETAILSA•D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.LOCATIONS \\ 2. MULLION 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. • • • • W DadoProdua Otto 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. • • � t11f 11111N b) FOR MASONRY APPLICATIONS IN MIAMI -DARE COUNTY, USE ONLY MIAMI RADEn^,� AP • Y ' • • • • • • • • • • • EDGE T E ��t ! .,i ��!( �i� ELCO ULTRACON OR ELCO 11C S.S. AGGREGATOR MASONRY ANCHORS. • • • • • • • • • FOR STEEL STUDS THINNERTHAN SEE TABLES `� rON.. • • • • • •. •t '•.,� ': • •• • • •FRIDI�+rIEW • 10 GA AND COMPLIANT WITH THE FL 8U0.DIN0 18-108 : ��.•''ttCENSF •'•. • • • • • • • • • •Iii— • • • • • • • • CODE, A2X WOOD BACKER MUST USED. ATTADwVIENT BYOTHERS. 7!t• :- * : No. 56705 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW p VOTES: • • • • • • • • • • • • • • • • 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD '•. STA E F • • • • • • ANCHOR VALUES MAY BE USED. �� '•. p, I, •' ����� ••• • • • • • • • • • • • • • • i� s••••• �� �� S/0NAI. • • • • • • • • • • 2) SEE CORRESPONDING MULLION TABLES, SHEETS b-17, FOR QUANTITY OF SCREWS, IM)LLEtR, • • •• • • • A. LYNIIII P.E. FL P.E.# 68705 ••• • • • • ••• • • • • • • • • • • • • • •• a• • • •• •• ••• • • •• ••• • • DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) SEE DETAILSA•& SHEETS 2AND 3 FOR INSTALLATION T O SPECIFIC SUSSTRATE3. SIDE VIEW SHOWN WITH PX4•X.123• MULLION DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) 0 0 0 0 TOP VIEW I • • TYP. ANCHOR ••• I • PER SUBSTRATE, SEE TABLES t&NB t 1 I I I I II I 1 2'X8'X.123' Ij I 1 ANGLE CUP, I I • • I 2PER MULLION ENO. •• MUST BE INSTALLED I INSIDE OF MULL. \ I DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30° OR 46• BAY MULL �I 0 0 0 0 TOP VIEW j TYP. ANCHOR I PER SUBSTRATE, I SEE TABLES I2B OR 13B i I EXTERIOR 1 I I a•xlrnrtolecuP, I 2PERMULUON END, N I INSTALLED INSIDE OF I m I I � m P ` I INTO WOOD. ff �/ STESL.ALUM INTOWOOD,STEEL, STANDARD CLIP TO BE EXTERIOR ��� OR MASONRY ExTEMOR ALUM, CMU OR MASONRY MODIFIED INFIELD. L EXTERIOR �' ®�` CTRRV �ode aa 1a timFloTlaa ® I ® R pleltcoN0 .O INTOtY00D, STEEL. O *310 O ® ALUM. CMU OR MASONRY EDGE H -_ DISTANCE BY Miami 0PlpdeMConI PER _ ANCHOR STANCE �C • •-• _ �•®ro- 01• PER ANCHOR : • • • • • NOTESFOR INSTALLATION OPTION G B H: `����y( LYNNOTES FOR INSTALLATION OPT1pNS F: • • • •• • • • 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. \CENSE ' •., Q �� • • • • • • • • • • • • 2) DETAIL G: SEE TABLES 16-118 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE = * :• N0.55705 1) DETAIL 13 NOT APPLICABLE FOR THE BAY OR 1.25' X 211' X .12b° MULLION. LOCATKM. 2) SEE TABLES 16 -IDB FOR ANCHOR QUANTITIES AND SHEETS 15-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 15.20 FOR •'� I o 1513 ; uj w • =t[/` 3) THE 2X6 CLIP ISNOT SUITABLE ••• ••• • •• ••• HOLE LOCATIONS. STATEOF FOR THIS APPLICATION. • • • • • • ' O �'• • i i • • i • i • • i • i •iS • • • • • • A/LTPtniY'{ILbE13 P.E. FL P.E.# 55705 ••• • • • • ••• • • • •• •• • • • •• •• TABLE 6A TABLE 6B Mullion Capacity Table (Ibs11Ez) Anchor Capacity Table obs) Opening WidthrW (for mutons) or Opening Height (for horizoniaul spanning mUllon9) 601. 80 M 70 to 801. go In 100 In 1201 1401a t6o in Reed CMU PT Wood Metal ReetmWw Trep/W&V Reetmgtdm Tmprrdmg. Reotengalr TWTdetV. iar ReatenoTIWTdmlg. Rmtenpft MVMmtg. RerlmlgW Tmptrdeng. Rwt.VA. Tmgrdmtg. ROotengalar Treryd"ll, Recimww yh*174mg. 1 x 4 x .126 I--" Loafing Lowing Loa ft lnedfng faada9 L -ft Load na I�eg Loming Loa ft L -ft Loadm9 Lw ft LoeMg Lowing t.owtpn Lwft Alton* Tub" mulu- If I III I'llif III falill filial 0.324• 111 1111111111 Embedment Odic 1-&4' 1314' III 11111 1 [ 1111 if 111 ]I if 121 if 111111 T if 111111 if if 11111111 1-14• 421n . 1700 1 820 170.0 438 -170-.OT-70 170.0 478 170.0 880 170,0 808 170.0 - 982 170.0 818 170.0 1118 170.0 821 170.0 1240 170.0 521 170.0 1488 170.0 521 145.6 1480 170.0 621 127.61 1489 1700 621 481n 170.01 709 170.0 624 1700 1 No 170.0 664 170.0 992 1170.0 830 170.0 1133 170.0 WI 170.0 12751 186.3 t303 170.0 880 130.3 1303 170.0 060 111.7 1303 170.0 880 07.7 1393 170.0 880 50. bin 170,0 747 170.0 603 170.0 808 170.0 031 170.0 1048 170.0 864 170.0 1186 1700 723 1833.1 1238 140.8 1235 170.0 768 117.1 1235 170.0 786 100.4 1236 MA 768 87.6 1233 1700 786 64m 170.0 707 170.0 812 170.0 089 170.0 891 170.0 1118 170.0 764 ISM 1188 170.0 803 137.2 1168 123.6 1168 170.0 868 102.8 1168 1700 861 882 1169 170.0 881 772 1188 170.0 881 60 in 170.0 088 170.0 701 408.7 1042 1700 797 1429 1042 181.1 332 125.1 1012 1407 815 1112 1042 $4- 100.0 1042 130.2 791 83.4 1042 126.1 782 71.8 1042 128.1 782 82.5 1042 128.1 782 631n 1700 030 170A 748 161.2 992 1830 We 12&8 992 144.4 709 113.4 982 131.0 792 100.9 992 007 882 114,8 760 768 902 108.4 745 64.8 092 10&0 7M 6&7 092 108.0 744 65 In 186.4 947 170.0 799 137.8 947 14&0 703 11&1 047 1303 788 103A W 117.7 762 01.9 847 82.7 947 102.2 727 88.9 &7 91.1 713 69.1 947 04.0 711 61.7 847 64.0 711 72b 135.8 849 142.7 737 1132 849 121.8 792 97.0 049 00A 708 64.9 849 98.4 699 780 049 67.8 840 82.7 .876 688 80.9 7&3 W9 48.0 849 nA 652 426 849 72.4 861 4 Anchan; @ T M L O.C.I M WAngle Clips ( 7BO Is Mite e00I8 178DI3 328818 BOO Is 68018 76In 11&6 762 t20T 886 98.3 782 1029 662 62.6 782 00.0 640 72.2 782 809 620 04,2 762 742 620 67.8 762 892 813 48.1 762 628 842 41.3 782 68.9 697 36.1 762 59.4 806 Aaehas lS 8 MDL 0.C. 1(2) USAnate Wps Ora Sy. 11701Ds 117018 1Dm ms 2300 Ws2844833el06tsWA 78 In 108.8 724 111A 634 89.0 724 04.6 821 78.3 724 33.9 809 74.4 599 69.4 724 08.1 091 83.4 724 8&4 303 44.6 724 673 673 39.2 724 84.3 687 33.4 724 830 886 90 In 090 843 713 483 88.0 843 60.T 474 49.7 843 62,9 480 47.1 488 38.6 843 42.8 462 34.6 843 30.6 446 28.0 843 34.9 438 24.8 843 321 430 21.7 043 307 42896In WA 57.3 478 58.9 427 47.8 478 49.7 419 400 478 432 412 38.6 409 319 478 34.6 400 28.7 478 320 M 230 478 2&1 388 209 478 288 380 17.0 478IO8In 403 377 41.1 341 339 377 94.8 9SS 2&8 377 30.0 330 $724 28.9 326 22.4 377 24.0 321 20.1 377 22.0 317 18.8 377 100 310 14.4 �7 17.1 306111 706Is N 37.1 307 378 323 308 367 31.8 318 28.8367 27.0 313 24A 309 20.8 357 2L0 309 1&5 357 20.1 304 1&4 367 17.4 2nd120TH 440Is 0Ins 20.3 300 29.8 278 24.6 308 26.1 274 21.0 300 21.7 270 182 287 183 308 173 28;4 5MPA4Aneha5M1.18 MIn.O.C./F-Wp(Ftg. 9x 48019 700169 WA 1441n 17.0 212 172 185 WA SBO Ws WA WA WA TABLE 6B NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2. FIGURE 3: FIGURE 4: FIGURE & FIGURE 8: TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP -)X (ANCHOR CAP.,,,„,,,\ _ANCHOR CAP.a, MULLION CAP. ,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENIM WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YEW A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE • • •: • SHEOS �F�RFrE Fr* S IN * N ZING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE • • • • • • • • • • • 2) Lk1EAibIN •1ERIWLt4nO* BEi•WEEN MULL LENGTHS ANDIOR OPEit4ING WIDTHS IS ALLOWABLE •• ••• •• • • • •• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES FIGURES: FIGURE & FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW • • • • • • SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • ••• ••• ••• ••• ••• SUSST • • 4) R&TE3: CWX RETE SHAWLCONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILED • • • • CONCRET�BLOCK46p11T GMU SHALL C•NFORM TO ASTM G>�. WOOD SHALL BE PRESSURE -TREATED YELLOW • : : $O(PMERNE �MPBF Q bb. A�Jj1AINUM SHALL 8E 8083 Tb AND BE A MINIMUM OF.128' THICK STEEL ANGLE CUP {FIGURES 68,8} MUST BE USED IN PAIRS. S D3 TO AMI M EE S3 ANFQilC46• THICK 18 GAUGE}. STRUCTURAL STEEL TO BE AT LEAST .126° THICK AND 038. L ANC INTO M TAL S L EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Flown ttttlllitlt ........ •' ttCENBF •'' •.'p _1 No.58705 *' CA1A�E0 t3 •�� A. LYP{AW ILIR, P.E. FL P,E.A 68706 Anchor Capacity Table obs) Anchor Clip Pe69ms 8ubsbalm 2.7k Calaete &Bk Cats. Houeacmu Reed CMU PT Wood Metal 6n8"Eko 114'SS Sao 8718'Etco 1/4.83 Elm dtO Slee) d128tad d1281ed AndW Type: 3118 E100 Wt00at 1/4.000 LrAM Uaeeon 3118" Elco t4kacon 114" EIo Utacm Agge0e40r i16te0on AWaaetar Sttew(65) Smw(OB) Gmw(66) Edge Cistwm Cat P 2.112' P 2 -IM 3.118' P 2.112' P 2.172' Y 3.118• 2" 0.48 054' 0.324• Embedment Odic 1-&4' 1314' 144' 1314• 2• 1-14• 1414" 1-1/P 1414' 1-14 1114" 2' 1.318 1518 (9eenote4) 2Anchom M4.76'MrLO.C./StmNmdlmpn.tor4 380833 390166 450 Its am as t844033 270168 2018 S64ID8 MW 465Ibs 900833 1182168Emm 420033 560 WS 4 Anrhms ® IM WL O.C. /SWadmd CUp (Fig. 3}: 79 -Ms 700833 5W Ibs 1410Is 962033 WA 500Is WA SWM WA NO its WA 840 Ms 112018 8Amhas®136-MDI.O.C./Stendmd CUP re. 4): gut Its 14001bs WA WA WA WA 70DIs WA WA WA WA WA 4 Anchan; @ T M L O.C.I M WAngle Clips ( 7BO Is Mite e00I8 178DI3 328818 BOO Is 68018 7W lbs 1480Is 9361be 1328 On 23%WsB Aaehas lS 8 MDL 0.C. 1(2) USAnate Wps Ora Sy. 11701Ds 117018 1Dm ms 2300 Ws2844833el06tsWA 114DW8 14041DsITS3540Is 1260Is 16808•4AtldM4;$0.46MDL O.C.1 U421p, tato 18 AIM (Fig. 7}: WA WA WA WA WA WA WA WA WA WA WA WA WA 14328332AOcha5. 228'64tl O.C./F47ip (Flg. B): 380 W9 X033 2801Ds 706Is 4TBW9 WA 28019 WA 316Is Outs 440Is 0Ins 420 Ws 5MPA4Aneha5M1.18 MIn.O.C./F-Wp(Ftg. 9x 48019 700169 WA WA WA WA SBO Ws WA WA WA WA WA 840 Ins 1120Is NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2. FIGURE 3: FIGURE 4: FIGURE & FIGURE 8: TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP -)X (ANCHOR CAP.,,,„,,,\ _ANCHOR CAP.a, MULLION CAP. ,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENIM WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YEW A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE • • •: • SHEOS �F�RFrE Fr* S IN * N ZING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE • • • • • • • • • • • 2) Lk1EAibIN •1ERIWLt4nO* BEi•WEEN MULL LENGTHS ANDIOR OPEit4ING WIDTHS IS ALLOWABLE •• ••• •• • • • •• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES FIGURES: FIGURE & FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW • • • • • • SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • ••• ••• ••• ••• ••• SUSST • • 4) R&TE3: CWX RETE SHAWLCONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILED • • • • CONCRET�BLOCK46p11T GMU SHALL C•NFORM TO ASTM G>�. WOOD SHALL BE PRESSURE -TREATED YELLOW • : : $O(PMERNE �MPBF Q bb. A�Jj1AINUM SHALL 8E 8083 Tb AND BE A MINIMUM OF.128' THICK STEEL ANGLE CUP {FIGURES 68,8} MUST BE USED IN PAIRS. S D3 TO AMI M EE S3 ANFQilC46• THICK 18 GAUGE}. STRUCTURAL STEEL TO BE AT LEAST .126° THICK AND 038. L ANC INTO M TAL S L EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Flown ttttlllitlt ........ •' ttCENBF •'' •.'p _1 No.58705 *' CA1A�E0 t3 •�� A. LYP{AW ILIR, P.E. FL P,E.A 68706 TABLE 7A TABLE 7B FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE S: Mullion Capacity Table sm • • • • • • • • • • • • AnahorCepaohyTable (ibs) OpeNng Width ((or vardw*sparr" mullions) or Opening Haight (for hodzonte0y-spargil g mulnolm) •••• • • • 2) LINEAR OTAVIATIM •*WTWEBH M;LL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. so In 60 In 70 in BON 901. 100 In 120 to 14010 1601n 1 x 4 x Reateng dw TrWrdag, lieolargdar TwoIl lag. ltogw ft Tmp/rdatg. Reabnod r Vapdrddng.17eo1a1gda Tmpnaalg. Rectangda rfwrda1g. Reotmgotar TMAIIIang• fteown8aler T/ap/rdang. Ree Treftng. .378 Alum Tube L°adn9 Loafing Lceft Loadln9 Zow Lmft Loadn9 Lama Loaft Loadlg LoeBng Loading Leafing Laadng Loa" Loading Was Load ng Loafing • • • 278 Camaete ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. Mution Houaw cmu 421n 170.0 620 f70.01 438 170.0 744 170.0 478 179.0 888 170.0 808 170.0 992 170.0 819 170.0 1110 170.0 821 1170.0 1240 170.0 821 170.0 1468 170.0 021 1170.0 1730 170.0 821 170.0 ISM IT" 621 48 In 170.0 709 170.0 024 170.0 880 170.0 684 170.0 992 170.0 e3o 170.0 1133 170.0 BBI 170.0 1275 170.0 877 170.0 1417 170.0 OW 174.0 1700 170.0 880 1170.0 ISM 170.0 880 16f.8 2024 170.0 660 60.625(1 170.0 747 170.0 683 170.0 680 170.0 631 170.0 1048 170.0 6M 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 786 170.0 17W 170.0 788 168.0 1919 170.0 766 138.6 Isle 170.0 768 54 in 17x0 787 170.0 612 170.0 068 170.0 691 170.0 1118 170.0 784 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 868 159.9 1798 170.0 6[11 137.1 1799 170.0 881 120.0 1788 170.0 BBi 6o In 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1894 170.0 888 185.0 1819 170.0 1033 128.9 1819 17x0 1061 111.0 1619 170.0 1083 97.2 1818 170.0 tool 63 In 170.0 ON 170.0 746 170.0 1116 170.0 860 170.0 1302 170.0 940 170.0 1488 170.0 1015 158.7 1642 170.0 1076 141.0 150 170.0 1122 117.6 1542 168.0 1158 100.7 1542 1679 1167 88.1 too 187.0 1167 881, 170.0 974 170.0 788 170.0 1169 170.0 903 170.0 1364 170.0 1002 180.8 1472 170.0 1086 1428 1472 168.8 1148 128.6 1472 158.8 1130 107.1 1472 147.8 1108 81.8 1472 146.0 1104 60.3 1472 148.0 1104 72 In 170.0 1083 170.0 878 170.0 195 1760 1009 1668 1320 188.2 1101 02.0 1320 1489 1082 117.3 1320 1379 1086 105.8 1320 128.6 1049 88.0 1320 117.0 1024 76.4 1320 112A 1013 68.0 130 112.5 1012 76 In 170.0 1172 170.0 937 149A 1194 168.4 1013 1282 1184 139.9 904 1122 1184 126.7 978 08.7 1184 115.3 984 899 1164 107.8 062 74.8 1164 079 ON 64.1 11041 931 927 88.1 ItM 92.3 925 S 70 In foal 1124 170.0 907 138.4 It241 f47.0 086 118A 1124 Mae 947 1038 1124 116.8 031 92.3 1124 IDSA 918 83.0 1121 989 908 69.2 1124 69.0 890 69.3 1124 "1 681 519 1124 83.2 878 00 In 108.1 044 111.5 750 90.1 844 84.3 738 77.2 8M 821 724 679 844 733 772 80.1 844 68.8 702 54.0 844 61A 083 45.0 844 641 678 38.6 844 50.0 60 33.8 844 47.7 682 Be In 89.1 742 91.8 683 741 742 7r1 852 636 742 071 641 537 742 69.8 all 499 742 84.1 822 443 742 49.8 914 37.1 742 43A 000 319 742 39.8 580 9A 742 37.6 664 108 in 62.6 688 03.9 530 52.1 088 638 621 44.7 686 48.8 613 39.1 608 41A 608 14A 688 37.3 498 31.3 868 341 492 26.1 588 20A 451 22.3 688 28A 472 fab 580 24.7 468 111 in 676 �6 88A 561 48A 588 49.6 496 411 889 428 487 38.0 698 36.0 480 32A 885 30.2 473 2aB 566 31.3 487 24.0 555 9.1 487 �A 836 24.3 449 '18.0 886 224 M2 12011 18.6 476 484 433 38.0 475 39.0 420 326 475 33] 420 28.6 478 28.8 414 269 475 20.8 409 22.8 476 243 404 19.0 478 21.1 305 16.3 475 fa7 987 14.3 476 17.2 381 1M In 26.4 330 28.7 306 22.0 330 224 301 We 330 18.3 287 16.5 830 17.0 763 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA. ANCHOR CAP.,,,, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE S: 1) TABLE SHEE3 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 OR INFORMATION • • • • • • • • • • • • AnahorCepaohyTable (ibs) •••• • • • 2) LINEAR OTAVIATIM •*WTWEBH M;LL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • • • • • • • • • • • •QVYy,y,t NOT TO SCALE. FOR EXACT DIMENSIONS. SEE • 44�4(EETS 0800. HOI.IS TO%E DI&LED IfYHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS FIGURE 5. FIGURE 8: FIGURE 7: SHWOOWN ON SHEETS 111.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • Subehel6 • • • 278 Camaete ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. &6k calm. Houaw cmu I Med (22U P Woad Metal AndwCllpPaftetre Anoka7)1fe 3115 Elco UM= 1/4•ElwUba4a9 •IV Oro lOmaon 3HSMoe Uhecon UPElco uimm 1/4' 88 Elco 111118110 114' SS Elco 11108Ue1 012 aced 012 Bleat AggleOaW Ilan Agp8atar Setow(615) Scmw(05) Gmw(85) Edge Distance 0n}. 1' 1• 2•tW 3-15 1' 2.1W 1• 2 -YM 7 34/8' T 0.45 034' 03W EnmedamntM 19N' I-sw 1.114• r 1-14' 1-14' 1-14' 1.14• 144 1-14' T 1.'08' t-318' (ees Bae 4) 2Atwhof904.78'Min. O.C./8tandwd Wp ft tor 3g01os 460@9 690IDs 160 Om 90168 280 MG 354 me 740169 466 lbs 886@8 115tba 3280m 420 Me 6�ma 4MCh=(+$22V89a O.C./Btatdad Cgpn.3)' 700@3 680 as 1410I1a 882118 WA 58000 WA a30Am WA $Belts kVA 652@9 MOWS 1120M 8 fthae (t toV 10%. O.C. /MmMad COP (Ffg.4); 1160Iht K24W WA WA WA WA 780 @8 WA WA WA WA N A 1304MO 1680118 20016 4 A%ohm @ 3` Min. D.C.I (2) 278 A/gla pips (Rg. 1* 780 r3s 800 ra 1780109 3288 gm 640am 50 Me 708119 1480Oq 0381bs 1328ms 2384Ibs 952Ibs 840 ®e 112006 6hahae 623' AUn. O.C. 1(2)2[8 Angle arps(Rg. 1170 N3 1020@9 2340Its 280 Om Bf00m mu WA 114091s 14040m I=lbs 36481bs 078Ibs 1280 an 1680116 4Andros®0.0LOn.O.C.ILLCFAUdo115Mm.(Fig.7): WA WA WA WA WA WA IOA WA WA WA WA WA WA 1432 No 2 AnOhae G 2.25 Min. O.C./F-M(Fig. ep 360 280 no mum 4781Da WA 2800s NA 311 roe 0@s 440 No oms 328Dm 480 ore mm 4 AnWw Q IIAV Mb. Mc. r F -cup (Fig. n: 480 @6 700 as WA WA WA WA 380 Ws WA WA WA WA WA 880. &Oita I me Ibs ANCHOR CAPACITY ADJUSTMENT FORMULA. ANCHOR CAP.,,,, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE S: 1) TABLE SHEE3 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 OR INFORMATION • • • • • • • • • • • • ON LOADING. SEE fLHEETJ 2.4 FOR IFENE" INSTALLATION METHODS. •••• • • • 2) LINEAR OTAVIATIM •*WTWEBH M;LL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • • • • • • • • • • • •QVYy,y,t NOT TO SCALE. FOR EXACT DIMENSIONS. SEE • 44�4(EETS 0800. HOI.IS TO%E DI&LED IfYHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS FIGURE 5. FIGURE 8: FIGURE 7: SHWOOWN ON SHEETS 111.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • 4) SUBSTRATE& CONCRETE SHALL FO II 301 SPECIFICATIONS. HOLLOW AND CONr RK*1LOC K It -ORM TO ASTM C-90. WOOD SKJkLL BE FP XIN OF 0.55. ALUMINUM BE DU NCK j�TAN A«U41N • • • • 4 D BE OF UDS TO MINIMUM GRADE 33 AND 046' ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. ST`4EL 90 BE4kVLEAST .12&'THICKAND A38. ALL ANCHORS 4•WTO �I�fAL 8 E AT LEAST S SCREVVTHREADS BEYOND THE MATERIAL. ••• • • • • • • • • ®9d Er�E' lin ```♦♦SON( 1-YMEN ` >t ' No. 58705 ' 0 NTAF A.7�LS'MIIIULGW �.E. FL P.E.# 58705 H1.000•,,,1 �1.260`�•I ® a 1.000' -`j 1.000' (-- 1.007 j- i2b'I 1 --.125° 4 .125' 2.760' 2.780' .125' 3.125` .125" 3.188" 2.000' 2.000" 126' .126` 2.118° L 126' L M. I �Q r 376" MIS' � b0f0' L .126' W 1 -T I 1 l 800' T 1`X2'X.125'MULUON 1'X 2' X.376' MULLION 1' X 276`X.376° MULLION 1`X2.76°X.851P MULLION 1'X 3.125'X.5'MULUON 1.2VX3.188'X.265°MULLION 1.2(° X 2.11'X.126` MULLION C� 6083.78 ALUM. 6063 -TO ALUM. 6083-T6 ALUM. 6063-T6 ALUM. 6051.78 ALUM. 8063.78 ALUM. 8083-76 ALUM. g ¢ M LL XSECTION XSECTION XSECTION XSECTION XSECTION XSECTION XSECTION d 5.500°- - 3.126' CUT HERE TO .376' .376" _ CREATE FLUIP. SEE MW. MN. r DETAILF.SHEET4 r-------� r-------� I I I I I A L- _____J ------- STANDARD CLIP 6003-T8 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW ZWRTiW THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DIAMETER: ANCHOR DIAMETER+ U18'. 6.600" .376' 37b' MIN. MN. ______--___OD� � I I 1 I I B I I I I I I I I I C OFFSET CLIP .126• 6003 -TB ALUM. TOPVIEW I .338' MIN. X6 ANGLE CLI' 6103.78 ALUM. X -SECTION 2 N .126' I .376° MN. E~ ------------ -------------------2X8 ANGLE CUP 808348 ALUM. TOPMEW CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+1118'. TABLE B Mull Dimension (sheet-, Mullion POT Parts I Std. Clip OHwtCgp U•Cllp Angle Clip 1" X2' X.1217 (6) 88606 666113M 6681118M MR43M 666511M 1' X2' X.376° (6) 686008 ON114M S881119M 666244M NW12M 1' X 2.76' X.376' (7) WW7 686116M 688t120M 666246M S88513M • 1%X2.7i°X.860' •68808 688116M W61121M 669246M 6WS14M `'•K3jd26bX.W • 68837M 6561116M 66Mi14M I 6%242M UN16M ,66•(1216%641141 2.625 6881117M 6861113MI MV41M M616M 1 X2.11' X.126' (15) 68370 WA WA WA BB&517M ut ••• SEE • o.c. • WOLE• • TABLE A Dimension Value an) A 1.626 For Mullion: 1'X2' X.126' Numinlml Tube Mu lfon B 2.854 C 0.896 D 0.740 A 1.125 1° X2' X.376° Aluminum Tube Mulgon B 2.404 C 0836 D 0.490 A 1.876 1' X 2.76" X .376A1Unftm Tube Mulgon B 3.000 C 0.767 D 1.118 E 450 Mtn. A 1.312 1° X2.76' X .860° Alundmlm Tube Mullion B 3.000 C 0.478 D O.BiB A 2.000 1° X3.126' X 600' Alum Tube Mug B 2 837 C 0.863 D 1.137 A 2.625 1.26° X3.188° X.286'Alum Tube Mull B 3.282 C 0.882 D 1.762 A 1.813 1.28' X2.11° .121° Alum Tube Mug *NOTES: Gee • 1' HOLES T04E DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET • • • • 2) S3E SHEETS 5.1 COR SUGGESTED. APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. •• • • • 3) SEE Lt%2-4fOR GENERAL INSTALLATION METHODS. • • • • • • • • • • • •• •� ••• •i• i• •• .�11ululr�4. t' No. 58705 �* i to tSJLZ �� Q ••• STATE OF A. LYNN1AL" P.E. FL P.E.# 68705 �1 i 126' 46°- I 45' BAY MULLION 6003.78 ALUM. XSECTION 228' NOTES: 125' 126' �{ l--.125" 'a2 ° r I I 126' 2.625' 2000• I 2.126" 2.000• 126' I 12s r —J STANDARD CLIP .126' U -CLIP 2X6 ANGLE CLIP 6083•T6 ALUM. W83 -T6 ALUM • 6063-T6 ALUM. _ .376' XSECTION X•SECTION X -SECTION rxa•xa7s •r'•MULUON 6.600' 6083-TBALUM. CUT HERETO 6.000' 376' XSECTION •376` 3.126'••.- CREATE F -CLIP, 9EE •376• MIN. I DLTAILF,SHEET4 MIN. 376" i _______ i I I _______ i CENTER OF ;---- ------ ----_____i .371 I I I I I ANCHOR HOLE 1 1 MIS I I I I I MUST LIE WITHIN I I I I I I I THE DASHED 1 I BOUNDARY. SEE 2.878` It. - _ - I F SHEETS 6.17 FOR 11I I I I i I E THE ANCHOR O.C. F T - - - - - - - -I t i I I i f I DISTANCE. I MAXIMUM f t I I t t ANCHORHOLE I I I I I I ANCHOR I I DIAMETER + 1/181. 11 _ 2X8 ANGLE CLIP E L STANDARD CLIP U•CLIP 0083 -Tv SWUM. Z-,-;7.-Z ANCHOR HOLE MUST LIE 6063•T8 ALUM. 6063,78ALUM. Z TEROFHOLE MUST LIE DASHED BOUNDARY. SEE TOPVIEW USED FOR ALL I• HIN THE DASH(p BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. X 4' MULLIONSSHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXUM ANCHOR HOLE 9 EET� 310 $11 DISTANCE. MAMMUM ANCHOR HOLE �D MAXIMUM ANCHOR DIAMETER + Ina'. TOpyEW DIAMETER ANCHOR DIAMETER+ 1/10'. \ TAraI c r 1) HOLES TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. For Mullion: 1" X47 X.126"1.000 Aluminum Tube Muplon • • ••• ••• ••• ••• 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS: • • 680112M OW1123M • • • F • • 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • 30 Degree(18) 58649 • • • • • 6665110M • N/A WA NIA Value (in) 3.887 For Mullion: 1" X47 X.126"1.000 Aluminum Tube Muplon ll-Cllp 2.Sa0 R 1" X4"X.125°(10) 69364 3,187 1" X47 X.375° Aluminum Tube & "" MWllon 0.767 2A W 680112M OW1123M 2.813 30° Bay Mull F 2876 41 Bay Mutt Midi Dimension (sheat#) Mullion POT Part# Std. Cup OftsetC9p ll-Cllp Angle Clip 1" X4"X.125°(10) 69364 666111M 8891122M 608241M 666518M 1•X4"X.375"(11) 88810 680112M OW1123M 606242M ON519M 1" X4' X.375"'17 (11) 66M 606112M 6681123M 660242M 688519M 30 Degree(18) 58649 NIA WA NIA 6665110M 45 Degree (17) 66M N/A WA NIA SM111M ••• • • • • ••• • • ``AltU�utrr/II/ �'�. • tiicENSF'•• .F.p N0.58705 * ' al �r IJllilrll\ A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE E Mull Dimension PGT Pert 6 (eheetm Mulllon Std. Clip U•Clip Angle ClipIr.126' I -{ (--.126" 666 2" X4" X.26'(13) 02 666261M 606271M 6666112M I II 2' X(" X.26' (14) 66604 686262M 666272M 6666113M FI STANDARD CLIP U-CL6' 868&76 ALUM. 6083 -TS ALUM. NOTES: 2• XSEaRON 2126o X -SECTION 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING12 i� j 1 A26' DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L 2) SEE SHEETS 6-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2'XWX26' MULLION 6083-T6 ALUM. XSECTION .376' MIN. ' q- 600" 3.600• CUT HERE TO _ SEEDETAO. F, r SHEET4 .376' MIN r-------- I I I ---I---- � -------I I I I 4A I I I • I I I • I I I I I I I I I S I _ STANDARD CLIP CENTER OF ANCHOR HOLE MUST UE 6083.78 ALUM. WITHINTHE DASHED BOUNDARY. SEE TOFVIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1118'. 5.600' CUTHERETO 3'b�--� CREATE FILLIP. .376' .376' SEE DETAIL F, MIN. r- auccr a F MIN. (i— ---------------- I 1 1 I I I I I I I --------� 1 I I I I I I • • BW 4A 8083.78ALUI¢. • • • • eB063-T8 ALUM. , I I I I I • • 5.4 • D 0 j Y S' MUI.I. SHEET 14 TOPVIEW • • • • • • • w • • OPVIEW ••i •0 I • ••1 � .376• 1 rE + x436' U -CLIP. 608348 ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ U16'. 2)(6 ANGLE CUP 6063.76 ALUM, 2.O XSECTION .12b' -- MIN. i---------------------' 1 I I I T - �- 3.438• 1 1 1 I .375' L---------------------� MIN. 2XS ANGLE CUP CENTER OF ANCHOR HOLE MUST UE 6083 -TS ALUM. WR1ON THE DASHED BOUNDARY. SEE TOpVIEW SHEETS 8.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +INB'. � I .376' -- -- I 1 I I I I 1 I I 1 I I I t 6.438" — - - - — -� 6` 6.438' I i • • STANDARD dp • • • • • • • • • U1 .mr 2XSANGLE CLO' 8083.78ALUI¢. • • • • eB063-T8 ALUM. , 608VMALUM. TOP VIEW • ; • • • • D 0 j Y S' MUI.I. SHEET 14 TOPVIEW • • • • • • • w • • OPVIEW ••• • • • • ••• • • • • • • • • • • • • • • • 60 •• : ••• •i• 00 00• MIN. REVISED 41�11II11lU LYNN ` No. 68706 42 =�O• STA* OF�, A. L'YfSI NAIl�C� PP \' FL P.E.# 68706 EXAMPLE 1, SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-114'. THE OPENING REQUIRES A DESIGN PRESSURE OF +61.041.0 PSE. DESIGN PRESSURE OF +50.01.58.0 PSF.' Z NOANCHORS IN HEAD --- 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32'+32+1' =65'. REFERENCING SHEET 22, THE COLUMN USING 1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32-+7Y+1-=108' AND THE OPENING WIDTH IS 30•+3B°+1• a73t REFERENCING SHEET 22, RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED 43�T 'LTM= I I~ FROM TABLE 3A, SHEET 7, THE 1' X 2.76'X .37W MULLION (LENGTH =108', OPENING WIDTH - SO') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1.18.1 PSF DESIGN PRESSURE OF +80.01-80.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 1!q�TioN �RODOCTssHEETsNOT FROM TABLE 9A, SHEET 13, THE 2' X 4' X.280' MULLION (LENGTH =108', OPENING WIDTH = 807 HAS A DESIGN PRESSURE OF +/.84.7 PSF WHICH EXCEEDS THE REQUIREMENTS E�,gE 7, THE I- X 2.78'X.378'MULLION (LENGTH - 72', OPENING WIDTH - 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN! PRESSURE 13 058.3 PSF AND WOULDpE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 38'+3g'+Y=74', NOT 73' AS PREVIOUSLY a Q. PROMICIIS ASSUMED. VERIFY THAT THE DESIGN PRESSURE 18 STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL APPROVAL BE SUITABLE FOR THIS APPLICATION. � HALL I ` 2.3 FROM TABLE 4A, SHEET 8, THE 1-X 2.75' X .880' MULLION (LENGTH - 72, OPENING WIDTH = 707) HAS A DESIGN PRESSURE OF 0.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE MULUON _•.� SmSEE - ., d 7T MLIWON THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X .26(r MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER LENGTH MULLION MULLION TYPE COULD BE CHOSEN. 2) USE TABLE 46 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 912 ANCHORS AND THE 2X5 1) THE MULLION LENGTH IS 3(r AND THE OPENING HEIGHT IS 32'+72'+2' -108'. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDALITMANGULAR LOADING MAY BE Q USED. FROM TABLE SA, SHEET 13, THE 2' X 4X.257 MULLION (Q LENGTH - 42, OPENING HEIGHT =120') HAS A DESIGN PRESSURE OF 0.170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. cce cc an'D �.(O SEE ANGLE CLIPS WITH (4),112 ANCHORS HAVE A CAPACITY IF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL Z DETAILS, sHTB N W WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X6 ANGLE CUPS WITH SEE 0 ANCHOR CAPACITY OF 52 WAS. • • • • • • • ♦ ........ / �i / DETAILS, E s 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL 1`-G�figR IS1074ISI j - I TE: AMD THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF S21 LBS. THE 2 HO No. 88705 •' _ ANCHOR 8 AE ! APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT HE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. j 0-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THEW HORIZONTAL MULLION ATTACHING TO CM IJ; O : •� .A t ,S +/--170.0 PSF FROM THE 38' HORIZO�1'j MULLIt1;Q1�'�i'AQiWiaTO THERM, QLLION (INTERSECnOK O •' THE LOWEST DESIGN PRESSURE I$ . .7 PSF AND WOULIPAPPLY TO A40bF T j MULLIONS. • ......... G\�♦ ..... f �R, NO ANCHORS IN WINDOW SILL 32' 32 VERIFY THE DESIGN PRE tRGOF TwE FENRfi0P Ct3 EDE &EEN PRODUCTS. WILL SEMI&f.UUIRES IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/.80.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF SD PSF: W _ T THE BOTH THE MULLION ANDTHENE�nON PRODUCT ISTALLED IN APLYTOTIOVE FIN EStGN 9N SPECINSRESPE TESANDFENESAONPRODUCTSTO A LYNN MRIL"t Lt� .D N W -- � wiDTM 636 LBS , = 524.9 LBS (MAYBE USED TO QUALIFY 910 STEEL SCREWS FROM TABLE 46) (80 PSF) X Z ••• • • • • ••• • • • • • • • • • • • • • •0 0 0 i•••i THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.3/8'. THE OPENING REQUIRES A a Z^ L DESIGN PRESSURE OF +50.01.58.0 PSF.' Z FOR THE VERTICAL MULLION a r CO `' 5 Q � � 1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32-+7Y+1-=108' AND THE OPENING WIDTH IS 30•+3B°+1• a73t REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 24318' AND WILLp MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +00.01-85.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2: MULTIPLE MULLIONS 'LTM= I I~ FROM TABLE 3A, SHEET 7, THE 1' X 2.76'X .37W MULLION (LENGTH =108', OPENING WIDTH - SO') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1.18.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q FROM TABLE 9A, SHEET 13, THE 2' X 4' X.280' MULLION (LENGTH =108', OPENING WIDTH = 807 HAS A DESIGN PRESSURE OF +/.84.7 PSF WHICH EXCEEDS THE REQUIREMENTS O SEE SEE DETAILS, ' FENESTRATION SHEETS 2-3 FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 38'+3g'+Y=74', NOT 73' AS PREVIOUSLY a Q. PROMICIIS ASSUMED. VERIFY THAT THE DESIGN PRESSURE 18 STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73' DIMENSION (384!2•+36-VY+2'=73-. 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED HALL I ` CONCRETE HEADER AND SILL ARE S' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE S', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S WOE DISTANCE. MULUON _•.� SmSEE - USING THE STANDARD CLIP WITH (6) SMS' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112' GIVES AN ANCHOR CAPACITY OF 1060 LSS WHICH IS GREATER, AND LENGTH DETaLS, DETAIL E, 8 THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. HEIGHT 41HEET82-3 8HEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X .26(r MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION MULLION TYPE COULD BE CHOSEN. F kODUCT REVISED coroP1Yln8 with 14e FlorWu 1) THE MULLION LENGTH IS 3(r AND THE OPENING HEIGHT IS 32'+72'+2' -108'. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDALITMANGULAR LOADING MAY BE r,Rd Ong Cade USED. FROM TABLE SA, SHEET 13, THE 2' X 4X.257 MULLION (Q LENGTH - 42, OPENING HEIGHT =120') HAS A DESIGN PRESSURE OF 0.170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. cce cc an'D �.(O SEE DETAILS, sHTB 2) USE TABLE BB TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE S' 4 Dees WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X6 ANGLE CUPS WITH (4) 3116' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1- GIVES AN CHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED • ANCHOR CAPACITY OF 52 WAS. • • • • • • • ♦ ........ / �i 98•, HORIL I 36', HOAR.` MULL ---i 4) FOR THE U -CLIP IN TZHORIZONTl6. MUftft ULLQN, USE THE SAME ANCHOR CAPACITY OF 821 USS. TABLE 8B FOR THE UCLIP SHOWS THE ANCHOR, Q• : • F'.. •Q 1`-G�figR IS1074ISI j - I TE: AMD THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF S21 LBS. THE 2 HO No. 88705 •' OPENING WIDTH FOR VERTICAL MUD. ANCHOR 8 AE ! FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: 0-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THEW HORIZONTAL MULLION ATTACHING TO CM IJ; O : •� .A t ,S +/--170.0 PSF FROM THE 38' HORIZO�1'j MULLIt1;Q1�'�i'AQiWiaTO THERM, QLLION (INTERSECnOK O •' THE LOWEST DESIGN PRESSURE I$ . .7 PSF AND WOULIPAPPLY TO A40bF T j MULLIONS. • ......... G\�♦ ..... f �R, VERIFY THE DESIGN PRE tRGOF TwE FENRfi0P Ct3 EDE &EEN PRODUCTS. WILL SEMI&f.UUIRES t�r tNt 1AI � tE `P.E _ T THE BOTH THE MULLION ANDTHENE�nON PRODUCT ISTALLED IN APLYTOTIOVE FIN EStGN 9N SPECINSRESPE TESANDFENESAONPRODUCTSTO A LYNN MRIL"t Lt� .D FL P.E.9 68705 ••• • • • • ••• • • • • • • • • • • • • • •0 0 0 i•••i EX461PLES OF RECTANGULAR c. LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION HINGED DOOR 0 EXAMPLES OF TRAPEZOIDALfrRIANGULAR LOADING: • ----___. --------------- I� ••• • I / 9,� ►� �, ( -- —.�i_ oil.t — - l LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION HINGED DOOR 0 EXAMPLES OF TRAPEZOIDALfrRIANGULAR LOADING: LOADING OF HORIZONTAL MULLI1 PW / PW LOADINGOF {2) HORIZONTAL MULLIONS t PW / I 1 • • PW pw ••� • • 1 LOADING OF VERTICAL MULLION LOADING OF VERTICAf. MULLION I PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS • • l • • • • • • • • LOADIIRi CIS VEf%LAL • • • i • • MULLIOt•1• • DIP DOOR '.OADING OF HORIZONTAL MULLIC I • ----___. --------------- I� ••• • • CONFIGURATIONS NOT SHOWN „ LOADING OF HORIZONTAL MULLI1 PW / PW LOADINGOF {2) HORIZONTAL MULLIONS t PW / I 1 • • PW pw ••� • • 1 LOADING OF VERTICAL MULLION LOADING OF VERTICAf. MULLION I PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS • • l • • • • • • • • LOADIIRi CIS VEf%LAL • • • i • • MULLIOt•1• • DIP DOOR '.OADING OF HORIZONTAL MULLIC I • �II I� ••• • ••• • • • • ••• • • CONFIGURATIONS NOT SHOWN „ MAY BE EXTRAPOLATED FROM THOSE SHOWN. y IDadgi Cbh C • • • • • • • • • • • •• •• • • • •• •• • ••• 0 • ••• • • • • ••• • • CONFIGURATIONS NOT SHOWN „ MAY BE EXTRAPOLATED FROM THOSE SHOWN. y IDadgi Cbh • • • • • • • • • • • •• •• • • • •• •• • ••• 0 • • 000 0 LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES, ODTiCTRSVISBD 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. acomptyiee��• +Florida CO iMins �� lance NO D e¢ CONFIGURATIONS NOT SHOWN „ MAY BE EXTRAPOLATED FROM THOSE SHOWN. y IDadgi Cbh 2) IF THE LOADING TYPE CANNOT BE BE DETERMINED, USE Q�.. ' �10EkSF •, Fp PW LOADING. NO -68705 ' 3) SEE PRODUCTS'APPROVALFOR ACTUAL ANCHOR LOCATIONS. / 'TATTE3�. 'i tis •'•:20RIDa. •'G\�� ���1111151��� LOADING OF HORIZONTAL A. LYNN MILLER, P.E. MULLION FL P.E.# 68705 M IAM FDADE M1A1VH—DADS COUNTY, FLORIDA 0 PRODUCT CONTROL SECTION DEPARTAVIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.eovleconortiv PGT Industries, Inc. 1070 Technology Drive North Venice, 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 and accepted by Miami --Dade County RER— Product ERProduct Control Section 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 Section (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 duality 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. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section 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 118FI 500 Vinyl" White PVC Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-1, Series titled "Vinyl Single Hung Window, Large Missile Impact', sheets 1 through 11 of 11, dated 08/07/08 with revision "C" dated 10/07/11, iml) 4?d by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., beating the Miami; Pa*4 Cougly Product Control Section Renewal stamp with the Notice of Acceptance number and Expiraagpp.44e by WNW— Dade County Product Control Section. 009:08 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant * • • • • , :000:0 LABELING: Each unit shall bear a permanent label with the manufacturer's nqV6S08.o.r.logo„ity,.State, model/ series, and following statement: "Miami—Dade County Product Control App;A*X.*unlest bll4!Avise noted herein. 000000 • REVISION of this NOA shall be considered after a renewal application has been filed acid the&IvAbeen no change in the applicable building code negatively affecting the performance of thi$ prvtivct. 09 . 0000 TERMINATION of this NOA will occur after the expiration date or if there has been a revisiotl.94 ghange in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 11-1013.19 and consists of this page 1 and evidence pages )s-1 and E-2, as Nvell as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. hilAt 4MADE cotAVTY , r' NOA No. 13 _a Expiration Date: January 08, 2019 Approval Date: November 14, 2013 Page 1 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted ander previous NOA No. 08-0820.14) 2. Drawing No. 5191-1, series titled "Vinyl Single Hung Window, Large Missile Impact", sheets 01 through 11 of 11, dated 48/07/08 with revision "C" dated 10/07/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-1013.19) 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. k'TL-5710, dated 08/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0820.14) 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 2©? 94 . ' . • 5) Cyclic Wind Pressure Loading per FBC, T'AS M-94 ' , • • • • 6) Forced Entry Test, per FBC 24113.2. 1, TA .141 94 along with marked lip drawings and installation diagram, pied by Wfflil&turat .... Testing, Inc., Test Report No. ATI -84576.01.-401-47, date& .1&31/08,o 1WIed and• •' • • sealed by Joseph A. Reed, P. E. 000060 " 0 • • 0 • (Submitted under previous NOA No. 08-0820.14 -For Refes'e1�'ce'8nly) • • •, ; • C. CALCULATIONS • ' '• • • 1. Anchor verification calculations and structural analysis, complying with gir 2010, prepared by manufacture, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-1013.19) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (R.ER). I -�- f N Jaime A Gas in, P. E. Product Control Section Supervisor NOA No. 13--1009.05 Expiration Date: January 48, 2019 Approval Date: November 14, 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 114830.09 issued to Mikron Industries, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 10/6/11, expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-1013.19) 2. Statement letter of no financial interest, 'issued by manufacture, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitter) under previous NOA No. 11-1013.19) 3. Laboratory compliance letter for Test Report No. FT.Ir5710, issued by Fenestration Testing Laboratory, Inc., dated 08/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 08-0820.14) 4. Laboratory compliance letter for Test Report No. ATI -84576.01--401-47, issued by Architectural Testing, Inc., dated 10/31/08, signed and sealed by Joseph A. Reed, P. E. (Submitted under NOA No. 08-0820.14 — For Reference only ; • • • • • see* . G. Goof.. OTHERS ...... ••••�• 1. Notice of Acceptance No. 11-1013.19, issued to PGT Industrim, ifle. for then Series:....: "SH-500—Vinyl White PVC Single Hung Window — L.M.I.",!tt!oved ori•1•1/08/11;.... and expiring on 01/08/14. . . ...... ...... . . . . ...... G • oo . 0000 E-2 Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 13-1009.05 Expiration Date: January 08, 2019 Approval Date: November 14, 2013 GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: A. 314" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 118" TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5118' LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 11W ANNEALED GLASS WITH AN .090 INTERLAYER OF DUPONT PVB. B. 7/8' LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1/8' TEMPERED OR ANNEALED GLASS, AIRSPACE AND 6118' LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 1/8' ANNEALED GLASS WITH AN .000 INTERLAYER OF DUPONT PVB. 2. CONFIGURATIONS: 111 AND PROVIEW 3. DESIGN PRESSURES: -701+80 PSF (ALL GLASS TYPES LISTED ABOVE) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. C. IF A TEMPERED CAP IS USED MAX. DP IS -50/+60 PSF. 4. ANCHORAGE: THE 331P3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED FOR UNITS LESS THAN W. 6. REFERENCES: TEST REPORTS FTL-5710. ANSIIAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY W1TH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). •• ••• • • • • • •• • •• s • i i i•i •• •• ••• •• • • • •• rarm I6>dfa� • • • .�. &FRERAL NOTES � WnW Sin le Hung Window, Large Mwle • • • • • • ��101�1M�C SD��B �, — • • N=MI9.FL3�a27e sHeon NTS I d 11 � 6181-1 • • • • • • • • •• • •� • • ••• i• •• •i• NOA DRAWING TABLE: OF CONTENTS GENERAL NOTES .................. ..... ............ 1 ELEVATIONS .......................... _..... .......... 2 GLAZING DETAILS ................. ................ 3 GLAZING DETAILS ................................... 4 SECTIONS, I.F. FRAME ............................5 SECTIONS, BOX FRAME ......................... 5 PARTS LIST ................................. ......... 7 EXTRUSIONS ............................................ a ANCHORAGE SPACING, BOX FRAME... 9 ANCHORAGE DETAILS, BOX FRAME 10 ANCHORAGE DETAILS, I.F. FRAME....... 11 RENEWED a wtm me Flod & PRODUCE REVISED 99 comA tag wM dm Florld9 B98din$ Code AccWAawTbo ('!G! , I/ BxpimNon Dara ;l4 By <- M' Dade c4fiw l �. LYNN M1... ZA S �''��FSSIONP�•�', A. LYI(fN MI t P.E. 521/8• MAX. 48" FIXED WIDTH DLO 5• SEE SHEET 9 6" MAX FORANCHORAGE MAX. REQUIREMENTS MAX. 5" 4X. o� T MAX. 11 o n 33 XV FIXED HEIGHT DLO 33 314" SASH HEIGHT DLO MAX5• M BOX FRAME MAX. SIZE tr62A2%X•75' • • •• •• • • • • ••• • 6" MAX. TYP. 75" MAX. 78114" FRAME O.D. - 55 31W FRAME O.D. — 521/8" MAX. 48• FIXED WIDTH DLO 41/8' O.C. MAX. TYP. NOTE: •. ••. •. . • • •• 1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORNGEAFORMATION SEE SHEETI1. 46 3/4" SASH WIDTH DLO INTEGRAL FIN MAX. SIZE = 52.126'X 76" "IFDCED I HEIGHTDLO REN8W8D g with Ow Flwid.,w ato No 33 314" SASH IGHT DLO PRI RI3VISBU ascontpSyltVg%V 6anrmide Boiiding Code � 21ta• /` By NI MAX. M 866 1K1C0111tfd '• TYP. (, ) •P.O.BQ)t16?B V OIR Id n!! �lFIOOW C rmigle 3116 Naconita'=4 vutbfyae`m. slltwn NTS 2 a 11 6981-1 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • \\\\ V(NN MI(/ \DENSE •..It �: tl W= s10 of �FSSIONP� A. L`IWNMILLLli P.E. FL P.E.# 58705 lAr ANNEALED GLASS AIRSPAC W TEMPERED OF ANNEALED GLASS 39 41 OUTSIDE ERAL WRAIL INAL --�:r r—=l"r LAMI GLLASS NOM NAL L 3118" LAME GLASNOM NOMIONAL DUPONT INTERLAYER ANNEALED SSS 35 OI 1PP NOM (-GLASS BITE 1!8" ANNEALED 1B"TEMPERED PRODUCT RRVISRD w plyftvdlbthe Rorldo Building Coda Acceptmtro No BsplreUonDato '([I. By l;.f. Miemt Produat'Con}rol OPTIONAt 4 OPTIONAL 3 FLANGE FLANGE - •• • •• ""III 3/4" LAMI G• •• IWgDf•• *Ml;* ; ; 3/4" LAM[ I.G. GLAZING DETAIL WITH 5/16" LAMLGLA$%AIjD:1/9" FAQ '• WITH 5/16" LAMI GLASS AND 1/8" CAP GENSf BOX OR IP"EGML F"FRAMe ' " BOX OR INTEGRAL FIN FRAME a= (BOX FRAME SHOWN) {INTEGRAL FIN FRAME SHOWN} i oil 1 Vou ca r?d/JOfnPmERMAW110EEE• • • • 1 3aP °mQ�awLa�AZe INGD"ETAILaSee �S1Fi0o1070 NOLOOYDRNgR • rTNOw17m88ET• • • ••t W, FL 34x ioww wpnsra Vn i Sl le Hun Window to MISSB ! Cf oOnocinETsaFEr.JIE\P�-�P!V�' �.\E�`� . D.O. ` AfhM Full 1 3 d 11 5181-1 C FL P.E.#58705 ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 118" ANNEALED GLASS • • 718" OVERALL GLASS NOMINAL 18" LAM[ GLASS NOMINAL 118" ANNEALED GLASS OPTIONAL • 718" OVERALL GLASS NOMINAL 1S" LAM[ GLASS NOMINAL P AIRSPACE FLANGE AIRSPACE `. 7/8" LAMI I�=fAZIW:)F •AIL: .•• 7/8" LAMI I.G. GLAZING DETAILLYNN .� fA NN M/�1 .090 DUPONT WITH 5/16" LARK GLACS AM 34 dA• • .080 DUPONT 1/8" TEMPERED OR • • BOX OR INWGR4 F N R/4ME• • PVB INTERLAYER 1/8" TEMPERED OR BOX OR INTEGRAL FIN FRAME — 58705 PVB INTERLAYER ANNEALED GLASS • • (INTEGRAL FIN FRAME SHOWN)CIL- 1/8" ANNEALED ANNEALED GLASS •• ••• 118' ANNEALED • A/ D.O. law c aw�me GLASS • GLASS �aP•�'• STAEOF ��OTL''•.,FLORAT.- C),• flir-,3 B NOCHANQE708SIlEET • • • • • • 31 DR 32 �-- 31 OR 32 1,,`` �� ',?;;SION AL 0\ `\ P.E. • • • • • A/ 1DN7/ti c NOM M IM8S RU • • • • Pp.6QXt828 39 Vtr/bty Better D.G.u D.w.G 06V07A70 BIMTE 39r�i f bLA s 9Mi E r • I r�in� • I �im i1 ,I 1� REVISED 6 with the Flodde .l ••• • • '} OPTIONAL • OPTIONAL P FLANGE FLANGE `. 7/8" LAMI I�=fAZIW:)F •AIL: .•• 7/8" LAMI I.G. GLAZING DETAILLYNN .� fA NN M/�1 WITH 5/16" LARK GLACS AM 34 dA• • WITH 5/16" LAMI GLASS AND 1/8" CAP • • • BOX OR INWGR4 F N R/4ME• • • • BOX OR INTEGRAL FIN FRAME — 58705 •• (BOX FRAME SHOWN) • • (INTEGRAL FIN FRAME SHOWN)CIL- No. _r`•. �= •• ••• • • A/ D.O. law c aw�me A PER A94WVA•ELWERNA7Wt0l3U0� • • to7oT0tRNotOorsRrve • I�e"o GLAZING DETAILS �aP•�'• STAEOF ��OTL''•.,FLORAT.- C),• D.O. t?H8D3 B NOCHANQE708SIlEET • • • • • • NCmbm.FL36276 �-- T+• Vinyl Single Hun Window Large Missile Impact � � anex o".sora.LYN�iw11LL'�t, stows NTS 4 d 19 5991-1 C 1,,`` �� ',?;;SION AL 0\ `\ P.E. • • • • • A/ 1DN7/ti c NOM M IM8S RU • • • • Pp.6QXt828 NoxoMls FL3aa7a Vtr/bty Better D.G.u D.w.G 06V07A70 FL P.E.9 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DAYLIGHT OPENING OPTIONAL FLANGE — 41 OPTIOOUTSIDE DFLANGE —MAX. DAYLIGHT OPENING FDS —MAX, WINDOW WID HORIZONTAL SECTION (INTEGRAL FIN) • •• • • • • ••• • HOZ 17EI.QrCI9ME%AStEtAM6Y (INTEGRAL FIN) TED t • • • • • • • • t676 XNOLOGY M ROWS, FL 94276 • • • • Pe. Bqx tsze ROKOMIB, FL 84274 ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rol WINDOW VERTICAL SECTION (INTEGRAL FIN) pn t Single Hung_WJn! ow Large Missile ateo6 NTS 6 -11 1`5191-1 PRODUCTRBVISBD as omuplYMAfvlt6flreFiorida BuildingCCoo��ae �. Acccplmleo No Rxpiretton Data � ' J.} B14 L� MDada P`oduct coouoi' I �iluu ONY LYNN til/ No. 56705 Q STATE OF : • [t/` "INAL A. LYNNMIL'L�4, P.E. FL P.E.# 58705 DAYLIGHT OPENING 40 41 OUTSIDE DAYLIGHT OPENING FIXE HORIZONTAL SECTION (BOX FRAME) WELD HOT WI.3 �&jE; AS•$•EL•Ng•Y (BOX FRAME) PER TEO LMA • • Imo oR NOCHANW ft,&ET N • a-• • • • 8, FL3WS • • • • PE.o tgae QNANOE� NOKOMIBFL84274 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • OPTIONAL FLANGE— OPTIONAL FLANGE WINDOW DAYLIGHT OPENING VERTICAL SECTION (BOX FRAME) LIGHT 'NINO FRAME Better I W I �r 1 B d 11 ` .•.... 5191-1 PRont=REVlsw es c mpIftvAlh the Florida Ruild6tg Code Acceptance No �. RcpimtiaaDot 7 j4• a Product Comm} 't .111111111/i,_ NY LYN/y alb �ir� �10Etft • <<F� �� * No. 5870.5 "�0�:� STA EOF •�: i91�NAL O00, A. LYNUMILI.'�E�t, P.E. ITEM DWG NO. PART # DESCRIPTION 1 9521 65163 MT83 iAL FN FRAMEHEAD & JAMB 2 9871 89871 BOX FRAME HEAD & JA NIS 3 9520 65184 ME#2AL FAN FRAMESLL 4 9870 69870 BOXFPAMESLL 6 7040 86102 FVMM[ET94GRAL 6 7128.1 65103 MB_RNG RAL RMFORCL3AW 7 1 7942 1 65169 SASH STOP 8 8873 65117 BALANCEOOVERS 8 7092 65106 SASH NTERLOCK 10 61644W WSTP...187 X.270 FIN SEAL 11 7092.1 85114 SASH RENFORCBAXT 12 7093 65106 SASHSDERAL 13 7745 65113 SASHLFTRAL 14 1669 716MSP IVRSUPPORI PLATE 15 15B710 71694 TLTBALANCESHOIE 16 1885 7FPHPSSPF FNOTOAFS 17 76208.SLAW CAMSWEEPLOCK 18 76133SIXW CAMSWElPLOCKK[BER 19 78803WP WEEPHOLECDVER 20 7676FM R4TLTIATCH 21 7075LHTL LHTLTLATCH 22 71669SP AL.M SCRBN SUPPORT PLATE 23 71038W MMLL14OLEFLUG 24 71654K SETING BLOOK 25 71654AK SEnMBLOCK -SELFADFF-SNE 28 76X1FPLUNL 6 X P PH T�i(41088 PANI®) 27 7612FMVW 6X1@"FH(410SSPANI� 28 7MYPA41OX BXYTHVNYLSCE9NSS 29 7OX114FPAS41OX #SX 11/4" 30 SXIFPAX #8 X 1" ITEM DWG NO. PART # DESCRIPTION 7WLAM LG. GLASS:1WTBdP1 "OUTBOARD. 31 ALLRPACE- U8" ANNFALEO- .090 PVB MERLAYER - 1!8" AILED (5116" LAM) 7T8"LAN LG. GLA8S:1WANNFALB70UIBOALm- 32 ARSPACE-118" AN464LED-.090 WB 1NTMAYER - IW ANNEALED (6118" LAM) 33 34 314• MLtaG ss:116"TL�tPERmarrsoaRD- 36 AMPACE- IW ANNEALED- .090 PVB NTERLAYEt- IIr ANNEAL.® (611(" LAM) 3!4" LANI La GLASS 1/8"ANNFALED OUTBOARD - 38 AIRSPACE - Ifir ANNEALED- .090 PJB ME iLAYER- V8" ALSMED(611S" LAMA 37 38 39 SL KXM DOW 1199 40 64W 66112 GLAZMBEAD 41 8483 1 65148 SOL GLAZNG BEAD .• ... . . . • . •• ITEM 5, 0 '.: ITEM,. ITEM 9, FIXED MEETING RAIL•,• F.I®.Ifi'C INF. SASH INTERLOCK MAIL: White Ridged PVC MAIL: Alum. (6063-T6) MAM White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7120.1 by MIKRON Industries, Inc. DWG NO. 79400 NO. 7002 • ••• ••• ••• ••• ••• L lifia L A PER Alt0.k!•DAYS WFER&TEn AMIA OA DTQ I PA. BQX 1628 e NOKOMIB. FL 24274 VWb(7 Bever 511800 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �3 .215 .035J ITEM 40,� I.G. BEAD MA'M White Ridged PVC by MIKRON Industries, Inc. DWG NO. 6492 �q:::f212 ITEM 11, SASH REINFORCEME MAT'L: Alum. (6063-T8) DWG NO. 7092.1 Hung Window, Lar a M/salte NTS 1�7 a 11 5181-1 ITEM 41, SDL BEAD MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 8483 We FWdcu J LYNN�� oc * No. 688705 % OPTIONAL FLANGE ITEM 2, ITEM 3, INTEGRAL FIN SILL BOX FRAME HEADMAMB MAIL: White Ridged PVC by MIKRON Industries, Inc. MAIL: White Ridged PVC WMONAL DWG NO. 9285 by MIKRON Industries, Inc. FLANGE DWG NO. 9288 • • ITEM 1, INTEGRALVIN MRADYJAMB MATL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 9287 _ .ea7 U0661.1 80 ITEM 12, SASH SIDE RAIL MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7093 EXTRUSIONS BOX FRAME SILL MAIL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 9286 ITEM 13, SASH LIFT RAIL MATL: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 7746 NORQt�8, FL34i78 �' • • • • • X8.6. Vinyl Sln ie Hung_Window, Lar Missile Nacorns Fl a42r4 Visibly Been s�esoo Half 8 a 11 '- 8181-1 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RliNER LD ,,,M it. Florida oNO 13c 13 ` S5 REVISM . LYNN .... *�• No � c5 a off" �o• . gSAS �O,p �'��FssroNA�;.��'� ` A. LYNN MItTl P.E. FL P.E.# 68708 Example: 52.125 x 75 For 111 Window s 3 ♦ Anchors required in the head 3 4 Anchors required below the MIR Anchors required above the MTR ExatTple: 52.125 x 82.500 For View Window 3 Head" 3 3 4 2 2 Sash' Fixed" NOTE FOR VIEW WNDOWS USEV{E�pD(MVf NI]pVCHQft F�R:Ngit QUANM IN HEAD AND ABOVE THE MIR, AND USE THE V BN SASH )gD9?*4HtFq%*4d?QR QUANTITY BELOW THE MTR MAXIMUM HEIGHT FOR V EW WUVDO)WjS52.14• 0.: •e• i i • • • I NOTE: FOR VIEW WINDOW THE k k. ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPES: I1- 3118° ULTRACONS I 2. ANCHOR LOCATIONS ARE BASED OE FOLLOWING DIMENSIONS. HEAD -8° MAX. FROM TOP CORNERS JAMBS - ti" MAX. FROM TOP CORNERS` ("NOT TO EXCEDE 114 OF TOTAL WINDOW HEIGHT) V' MAX. FROM BOTTOM CORNERS 4" MIN. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. S. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 111 WINDOW 62118• VIEW WINDOW r— 821!8' —►1 ,arvcHoR►GE SPACING LEs • . . ,m•TC�FQi/A00Y 11PoVH N0F5*%FL3W6 • • . . :1 �c,3ae _— V7n Sin le Hun VVlndowt La a Missile tiOHOMIS, FL34274 wsib(y Better srWstt3owekt —N seem m°°kexe, 0 NTS 8 a 11 6181-1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • •• • •• •• ••• • • ••• • • Florida ^RODUCT R13VISBD . complylo$ MN the Florma Rnildin8 Code Accepinnto R , ),le//A Da<e�v14 Miam�� de ProdaMCoia�.j ............. * ' No. 58705 * ' .� CL- t o t v , ivy: O�STA y E OF ONAL E� A. LYNft%lLth�i, P.E. FL P.E.# 58705 m mmmmmmm��- mm 000�00000�00000���0© ®®®0000 000 V�� 0 0 ®/ ©�©E7�7�]✓>li©©©©trio©�©©o©o Example: 52.125 x 75 For 111 Window s 3 ♦ Anchors required in the head 3 4 Anchors required below the MIR Anchors required above the MTR ExatTple: 52.125 x 82.500 For View Window 3 Head" 3 3 4 2 2 Sash' Fixed" NOTE FOR VIEW WNDOWS USEV{E�pD(MVf NI]pVCHQft F�R:Ngit QUANM IN HEAD AND ABOVE THE MIR, AND USE THE V BN SASH )gD9?*4HtFq%*4d?QR QUANTITY BELOW THE MTR MAXIMUM HEIGHT FOR V EW WUVDO)WjS52.14• 0.: •e• i i • • • I NOTE: FOR VIEW WINDOW THE k k. ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPES: I1- 3118° ULTRACONS I 2. ANCHOR LOCATIONS ARE BASED OE FOLLOWING DIMENSIONS. HEAD -8° MAX. FROM TOP CORNERS JAMBS - ti" MAX. FROM TOP CORNERS` ("NOT TO EXCEDE 114 OF TOTAL WINDOW HEIGHT) V' MAX. FROM BOTTOM CORNERS 4" MIN. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. S. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 111 WINDOW 62118• VIEW WINDOW r— 821!8' —►1 ,arvcHoR►GE SPACING LEs • . . ,m•TC�FQi/A00Y 11PoVH N0F5*%FL3W6 • • . . :1 �c,3ae _— V7n Sin le Hun VVlndowt La a Missile tiOHOMIS, FL34274 wsib(y Better srWstt3owekt —N seem m°°kexe, 0 NTS 8 a 11 6181-1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • •• • •• •• ••• • • ••• • • Florida ^RODUCT R13VISBD . complylo$ MN the Florma Rnildin8 Code Accepinnto R , ),le//A Da<e�v14 Miam�� de ProdaMCoia�.j ............. * ' No. 58705 * ' .� CL- t o t v , ivy: O�STA y E OF ONAL E� A. LYNft%lLth�i, P.E. FL P.E.# 58705 01N. 2x WOOD SUCK (SEE NOTE 3) OPTIONAL FLANGE SCREW #10 SCREW 2x WOOD SUCK (SEE NOTE 3) = r-4 3V MIN. 1/4" MAX-, SHIM JAMB W/ BOX FRAME HEAD W1 BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD lx WOOD BUCK (SEE NOTE 3) 1 3WW N.– f �?v 131 MIN. &5 KSI MIN. CONCRETE 1 /4" MAX SHIM OR 1.6 KSI MIN. CMU OPTIONAL PRODUCT RENEWHO FLANGE 1/4" tomqNo MAX. SHIM .3f18"ULTRACON 1x WOOD [Am 3fl8"ULTRACON (SEE NOTE 3) OPTIONAL FLANGE JAMB W/ BOX FRAME HEAD W/ BOX FRAME ?RODUCT REVM0mcomplyingwithftnwift THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE USUCKOPTIONAL lx BUCK OPTIONAL exelmaeoDaso z4 NOTES: Wnl e ud tml - 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 3/10' ULTRACON1, EMBEDED I 31W MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1" MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #iG STEEL SCREW, E I WW MIN.. ftl LESS THAN 1 1/--. Ix WOOD BUCKS ARE OPTIONAL IF UNIT 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON TI-10FWAGE x jR*Upft'4mlE' TQTAL THICKNESS IS 31D WOOD GUCKS AS I IM THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD x LYNIV CAN BE INSTALLED DIRECTLY TO SOLID CONCFt$IE. REPiCTOD 2NARIE ........ Fp pe BUCKS TO BE ENGINEERED BY OTHERS OR AS hitovED*VAWH$RIW:CMr(f HfjRIS&QTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL §tMIMIW N F 4P045 AND A MINIMUM OF Iff THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPOSITTO THE OW -FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL No. 68705 BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. mft 000 as fr2m A PERM14W-DAf)ELETTERDATEQ9013W8 0 a 'a.. TAIIE�'OF ;;� NO CHANGE TWS SHEff I TECEN 0 P.0.09xfft--T: NOXONS, FL SW4 ANCHORAGE DETAILSa No0 NAL /llmm A. LYN P.E. WhSinle HunMndowLarge MissImpact 7-4- =11m P 1—fo 1�c ji NOCHANGETHISSWEET OV Al C 7 — MORY B&&W #—or. caw -T- ao. /W G. NTS - 11 5191-1 FL P.E.# 58708 114* MAX. SHIM -1 [-- 2)c WOOD BUCK (SEE NOTE 2) 118' DIA, x 1 1W NAIL, 6' MA) CORNER &41 OPTIONAL FLANGE U8' DIA x 1 We NAIL, 21/4' MAX. FROM CORNER & 41l8' O.C_ OPTIONAL FLANGE -' JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 2x WOOD BUCK NOTE 2) 1!4" MAX. SHIM OPTIONAL rr FLANGE !4° '—T• 1X. r KIM 116' DIA x 1 tit' NAIL, 6' MAX. FROM CORNER & 41W O.C.. 942XWOODBUCK (SEE NOTE 2) HEAD W/ NAIL FIN SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING R mwl-:0 a withtha Florido ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • 'MUCT REYISSD 3 contplyftwl6l @i Florida Building Codi ARx��h�m-rr�-tor r�3.gr�,Q +rent-s�t�r' By t NOTES: INial< 1. FOR INTEGRAL FIN APPLICATIONS 1N MIAMI-DADE COUNTY, USE 1!B" DIA. x 1 1!2" NAIL. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1!2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED J? jiE TLY•TC,SOWO CQNCRGTE• WOOOBUCKS DEPICTED AS 2x ARE 11121 THICK OR 1 I I 1 I I GREATER.l INSTALLATION TO THE SUBSTRATE Of WOOD BUCKS TOBMNo .IN •LER�D V OTHERS OR AS APPROVED BY AUTHORITY HAVING LYNryJURISDICT41,1`i,��/ a & FOR ATTACHMENT TO ALUMINUM: THE MATERIAL 04LL A MjII4MtTI&NMF 6060.1.5 AND A MINIMUM OF 1B' THICK. THE `���0(y( Q�� •' LICENSE '•. ccp '� ALUMINUM STRUCTURAL MEMBER SHALL BE OF & $I E OVIM&FULUISUPPOR1 TM" FRAME SIMILAR TO THAT SHOWN IN * THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. No. 58705 IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. � IffimA PERoAWDADEL °°"`°°� MCHORAGE DETAILS - inte aFFrame %%�; O STAT ooa 's•• � 140 NOCIPMEMSSNEEr • • • • • •px —. Why/ Single Hun Mdow, Large Missile 'T''s'. GD.G. /0NALE•?: , A LYNNMILLER, P;.�E. FL P.E.# 66705 7saw 1a»m1 NO CHMM TIM �•• P asqxte C✓a�mels Cmc NOKOMIS, FL 34•274 D.G. 1b0 6181-1V*Better ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • M'A MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2e Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA www.miamldade.u9yAera/ PGT Industries, Inc. 1070 Technology Drive North Venice, 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 and accepted by Miami -Dade County PERA -Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 DESCRIPTION: Series "CA's 2740/ 2840 Vinyl" White PVC Casement Window -L.M.L P Ctsemen:7V11;a0w Impact & CA 2840 PVC Casement Window Impact", sheets 1 through 5 of 5, pre] wow By mamufac%rer, dated 10/21/09 with the latest revision. "C" dated 10/26/11, prepared by PGT InductrisetJnc., signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Cook -Revision Stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade C9a tty Frodu46C01rol Section. .... • IMPACT RATING: Large and Small Missile Impact Resistant. 00 so 0 1-h is narrrr eg •lpgo, city, "state, model/ series and following statement: "Miami -Dade County Product Control Approved" dhless 8ihe"e noted herein. • sees RENEWAL of this NOA shall be considered after a renewal application has been filed and there.ha's•been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-1103.08 and consists of this page 1, evidence pages E-1 and )r2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. uaM DADS CouMn NOA No. 11-1114.22 1 11. • • (� -g�� Expiration Date: August 11, 2015 2 qll� Approval Date: February 16, 2012 Page 1 ..00 PGT Industries,, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 09-1103.08) 2. Drawing No. 08-00886 titled "Series CA 2740 PVC Casement Window Impact & CA 2840 PVC Casement Window Impact", sheets 1 through 5 of 5, prepared by manufacturer, dated 10/21/09 with the latest revision "C" dated 10/26/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller, 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 24113.2. 1, TAS 202-94 Along with marked -up drawings and installation diagram of a PVC awning window, prepared by NCTL 210-3634-1 and NCTL 210-3634-2, dated 12/28/07 and 05/30/08, all signed and sealed by Gerard J. Ferrara, P. E. :000:0 , .. , .. (Submitted under NOA No. 09-1103.08) • ...... . .. ...... C. CALCULATIONS ' ...... ...... 1. Anchor verification calculations and structural analysis, complyMgwith VW -*2007,;.•. prepared by PGT Industries, Inc., dated 07/15/210, signed add �c ed $y Luis R...:..' Lomas, P. E. :...... • • (Submitted under previous NOA No. 09-1103.08) • • • • • • 90 2. Complies with ASTM E130042/ 04 ...... D. QUALITY ASSURANCE • 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09108/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.22 Expiration Date: August 11, 2015 Approval Date: February 16, 2012 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 11— 0830.09 issued to Mucron Industries, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 10/6/11, expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption ' of as his Ovn, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, independence, conformance and compliance with the FBC-2007, dated 10/21/09, signed and sealed by Luis R. Lomas, P. E. (Submiaed under previous NOA No. 09-1103.08) . . 5. Laboratory addendum letter for Test Reports No.'s NC.TL .210-3WVY and .... ; • NCTL 210-3634-2, issued by National Certified Testing La%orateries, dated ' • 04/06/10, both signed and sealed by Gerard J. Ferrara, P. E. 960:** • • • • ; (Submitted wader previous NOA No. 09-1104.02) "''' • ' • •"' ... 6. Laboratory compliance letter for Test Reports No.'s NC• X0-343411* and • •; • • • NCTL 210-3634-2, issued by National Certified Testing.. ratCFj% „ Inc., • • •' • dated 12/04/07 and 05/28/08, both signed and sealed by Gerard 4s Vrara, P. E. • • • • (Submitted under previous NOA No. 09-1103.08) :so:*: see*• G. OTHERS • .. • • 1. Notice of Acceptance No. 09-1103.08, issued to PGT Industries, Inc. for thei-eSeries "CA 2740/ 2840" White PVC Casement Window — L.M.I.", approved on 08/11/10 and expiring on 08/11/15. Jaime D. Gascon, E Product Control Section Supervisor NOA No. 11-1114.22 Expiration Date: August 11, 2015 Approval Date: February 16, 2012 E-2 MITERED AND WELDED CORNER EM FRAME CORNER CONSTRUCTION DETAIL MITERED AND WELDED CORNER EXTERIOR INTERIOR 29 3/8" MAX. D.L.O. f — -�r —'s) CA2740 AND CA2840 OS CASEMENT WINDOW SASH CORNER CONSTRUCTION DETAIL EXTERIOR WEW CA2740 WITH GLAZING TYPE I CA2840 VOM GLAMNG TYPES C & D DESIGN PRISMIRE RATING 36" MAX. WIDTH -4 + 65.0 PSF - 80.0 PSF 6" MAX.12" MAX. Q.C. r 6" MAX. • as o wwhh the Florida Bwmb R i l- i l io • • t 6" MAX DESCRIPTION ELEVATION, ANCHORING AND NOTES BILL OF MATERIALS AND CROSS SE • • T— / • • • • • • • GLAZING DETAILS AND COMPON . • • 10 1/2" / MAX. O.C. 76" / 68 3/8" MAX. HEIGHT \ X MAX. D.L.O. 6" MAX MITERED AND WELDED CORNER EM FRAME CORNER CONSTRUCTION DETAIL MITERED AND WELDED CORNER EXTERIOR INTERIOR 29 3/8" MAX. D.L.O. f — -�r —'s) CA2740 AND CA2840 OS CASEMENT WINDOW SASH CORNER CONSTRUCTION DETAIL EXTERIOR WEW CA2740 WITH GLAZING TYPE I CA2840 VOM GLAMNG TYPES C & D DESIGN PRISMIRE RATING IMPACT RATING + 65.0 PSF - 80.0 PSF LA1IGEAND SMALL MISSILE IMPACT DESMPREMRE RATWG IMPACT RATING + 65.0 PSF - 70.0 PSF LARGEANDSMALL MISSILE IMPACT 1 2 3 — 4 5 DESIGN PRESSlRERATIVG IMPACT R47M + 80.0 PSF - 120.0 PSF LARGEAND SMALL MMLEIMPACT ••• • • • • ••• • • as o wwhh the Florida Bwmb R i l- i l io • • t TABLE OF CONTE • • • • • • • • • DESCRIPTION ELEVATION, ANCHORING AND NOTES BILL OF MATERIALS AND CROSS SE • • INSTALLATION DETAILS e • • • • • • • • • GLAZING DETAILS AND COMPON . • • ••• • • • • ••• • • RMONS REV DESCRIPIIQN DALE I APPROVED A PER DADE LETTER DATED 1-28-10 02/11/10 1 R.L B ADDED 9NHRE"TO ALL PYC 07/08/10 R.L NOTES: C 2010 FSC UPDATE 10/28/11 1 J.J. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 5 FOR APPROVED GLASS TYPES. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND-BORNE DEBRIS REGIONS. 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/18" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 6) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 7) FOR INSTALLATION INTO CONCRETE/MASONRY USE 3/16" ITW TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE AND 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) ALL FASTENERS TO BE CORROSION RESISTANT. 10) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL FRAMING — 16GA (.080') MINIMUM THICKNESS 11) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 12) FRAME AND SASH MATERIAL: EXTRUDED WHITE RIGID PVC .106" THICK. 13) UNITS MAY BE RIGHT HAND OR LEFT HAND. 14) CA2740 UNITS ARE GLAZED WITH BUTACITE PVB INTERLAYER, GLAZING TYPES A AND B. CA2840 UNITS ARE GLAZED WITH SENTRY GLASPLUS INTERLAYER, GLAZING TYPES C AND D. ALL OTHER COMPONENTS IN CA2740 AND CA284O ARE SAME. PGT INDUSTRIES ;��?°' ��CENSF 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 = * : ND. 56705 CA2740 OS WHITE PVC CASEMENT WINDOW IMPACT _ a pis CA2840 OS WHITE PVC CASEMENT WINDOW IMPACT f• ELEVATION. ANCHORING AND NOTES '• sT TE Z DRAWN: MM NO REtl ,i�O�F FLOR�pP''�C9 TJH 08-00886 C A. Ly%ifllf�r. P.E. SOME NTS °ATE 10/27/09 ter 1 OF 5 FL P.1:. •esus CONSTRUCTION NOTES: 1) FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID WHITE PVC UNEALS AND UTILIZE A GALVANIZED A653 STEEL TUBE REINFORCING CHANNEL. ALL CORNERS ARE MITERED AND WELDED. z ACTIVE SASHES VERTICAL AND HORIZONTAL MEMBERS ARE EXTRUDED RIGID WHITE PVC LINEALS AND UTILIZE A GALVANIZED A653 STEEL REINFORCING TUBE. ALL CORNERS ARE MITERED AND WELDED. 3 ITEM #17, FIN ADAPTER, IS A NON—STRUCTURAL ADD—ON PART. MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN UNIT IS NOT INSTALLED INTO A MASONRY APPLICATION FLANGE MAY BE SCORED AND REMOVED BEFORE INSTALLATION. SEE INSTALLATION DETAILS SHEETS 3-4. 4 WHITE PVC EXTRUSIONS TO BE LABELED WITH HAMA EXTRUDED -CODE, EXTRUDER NAME, CITY, STATE AND MDCA. -- MASONRY FLANGE VERTICAL CROSS SECTION MASONRI FLANGE REMNS DESCRIPTION PER BADE LETTER DATED 1-28-10 ADDED "WHnrM ALL PVC NO CHANGE THIS SHEET GATE APPROVED 02/11/10 R.L. 07/08/10 R.L. 10/26/11 J.J. HORIZONTAL CROSS SECTION ``1�ulnrrrrri ••• • ••i♦ ••• • CENSF'� •• �lP''! 1070 TECHNOLOGY DRIVE J • • • i i + •WD Evmm NOKOMIS, FL 34275 _ * No. 56705 •• • • Pfiwith the •• ••• Both" & t� {TI�e CA2740 OS WHITE PVC CASEMENT WINDOW IMPACT = _k;1u.1 CA2840 OS WHITE PVC CASEMENT WINDOW IMPACT (CBILL OF MATERIALS AND CROSS SECTIONS :�'a ��/ • ••• •�• •�• %'��:'•.,Fr.O...... • oauol DRAM DU NO. RLv i • • • • • • TJH 08-00888 CIOIVA�- • • • • •• ••.... • • •• A.1 dlfdlfP`PE. • P• . • • • NTS-_- WE -10727109 �T2 OF 5 vt Ps. lr6cn; PARTS UST PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 8280 FRAME HEAD, JAMB & SILL LB PLASTICS INC. WHITE RIGID PVC 8282-1 SASH TOP, BOTTOM & VERTICAL LB PLASTICS INC. WHITE RIGID PVC 8284 7/16" GLAZING BEAD LB PLASTICS INC. WHITE RIGID PVC 8213 I.G. GLAZING BEAD LB PLASTICS INC. WHITE RIGID PVC St10078 FRAME REINFORCEMENT HOT DIPPED HYGRADE A653 GAIN. STEEL STI 0078 SASH REINFORCEMENT HOT DIPPED HYGRADE A653 GAIN STEEL OC -4852 SASH STIFFENER EASTERN METALS ALUMINUM 6063—T5 OC -4832 FRAME STIFFENER EASTERN METALS ALUMINUM 6083-75 LBP -1375 BULB SEAL, SASH REED RUBBER 65A YPV LBP -1376 FRAME GASKET REED RUBBER 65A TPV OP06750200 X DRNE DUAL ARM OPERATOR ASSY ROTO HARDWARE STAINLESS STEEL. DMW/4-410 #8 FH TEK SCREW GLF TECHNICAL STAINLESS STEEL SIKAFLEX 552 GLAZING COMPOUND SWI POLYUREIHANE NHC50D38SS SNUBBER IPS 318 STAINLESS SIL NHC50037SS KEEPER 1,310 STAINLESS SIL, 2N8 -8K-038 RIGID FILLER DUROMETER 85 FRANK WINE NEOPRENE 8343 FIN ADAPTER LB PLASTICS ANC. WHITE RIGID PVC IMPACT GLAZING SEE SHEET 5 CONSTRUCTION NOTES: 1) FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID WHITE PVC UNEALS AND UTILIZE A GALVANIZED A653 STEEL TUBE REINFORCING CHANNEL. ALL CORNERS ARE MITERED AND WELDED. z ACTIVE SASHES VERTICAL AND HORIZONTAL MEMBERS ARE EXTRUDED RIGID WHITE PVC LINEALS AND UTILIZE A GALVANIZED A653 STEEL REINFORCING TUBE. ALL CORNERS ARE MITERED AND WELDED. 3 ITEM #17, FIN ADAPTER, IS A NON—STRUCTURAL ADD—ON PART. MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN UNIT IS NOT INSTALLED INTO A MASONRY APPLICATION FLANGE MAY BE SCORED AND REMOVED BEFORE INSTALLATION. SEE INSTALLATION DETAILS SHEETS 3-4. 4 WHITE PVC EXTRUSIONS TO BE LABELED WITH HAMA EXTRUDED -CODE, EXTRUDER NAME, CITY, STATE AND MDCA. -- MASONRY FLANGE VERTICAL CROSS SECTION MASONRI FLANGE REMNS DESCRIPTION PER BADE LETTER DATED 1-28-10 ADDED "WHnrM ALL PVC NO CHANGE THIS SHEET GATE APPROVED 02/11/10 R.L. 07/08/10 R.L. 10/26/11 J.J. HORIZONTAL CROSS SECTION ``1�ulnrrrrri ••• • ••i♦ ••• • CENSF'� •• �lP''! 1070 TECHNOLOGY DRIVE J • • • i i + •WD Evmm NOKOMIS, FL 34275 _ * No. 56705 •• • • Pfiwith the •• ••• Both" & t� {TI�e CA2740 OS WHITE PVC CASEMENT WINDOW IMPACT = _k;1u.1 CA2840 OS WHITE PVC CASEMENT WINDOW IMPACT (CBILL OF MATERIALS AND CROSS SECTIONS :�'a ��/ • ••• •�• •�• %'��:'•.,Fr.O...... • oauol DRAM DU NO. RLv i • • • • • • TJH 08-00888 CIOIVA�- • • • • •• ••.... • • •• A.1 dlfdlfP`PE. • P• . • • • NTS-_- WE -10727109 �T2 OF 5 vt Ps. lr6cn; • • • • • • • •• •� ••• •• •• • Soo •i• • MIN. EMS. d ° ° 4 d 2 5/8" MIN.71Ns EDGE DISTANCE d BUCK /WOOD FRAMING BY OTHERS, 2X BUCK 70 ° BE PROPERLY SECURED MIN3EMS. REV DESCWPTION can Rn -MM A PER OADE LETTER DATED 1-28-10 02/77/70 R.L B ADDED "WWE"TO ALL PVC 07/08/10 R L MIN. EMS. d ° ° 4 d MIN3EMS. C NO CHANGE THIS SHEET 10/26/17 1 J.J. CONCRETE/ { o APPROVED SEALANT BY OTHERS 1/4" MAX. j SHIM SPACE METAL STUD 16GA (.060") MIN 3 -THREAD MIN. BEYOND SUBSTRATE MASONRY1/4" MAX BYO ERS BY OTHERS SHIM SPACE RIGID FILLER APPROVED SEALANT #10 WOOD 1/4" MAX. BY OTHERS RIGID FILLER SCREW APPROVED SEALANT SHIM SPACE BY OTHERS 1X BUCK BY OTHERS, 3/16" TIW TAPCON RIGID FILLER ix BUCK TO BE EXTERIOR INTERIOR PROPERLY SECURED EXTERIOR INTERIOR HEAD SCREW K WOOD FRAMING; OR2XBUCK FLANGE MTALLATION HEAD SROM JAMBSAND SILL 81617LAR .-1OR INTERIOR HEAD OONCRETFJMASONRYFLANGEINSTALLATX N HEAD HEAD &MM JAAW AND S&L SIMILAR METAL FRAMING FLANGE ^67AUXION 2X BUCK/WOOD FRAMING HEAD SHOWN, JAMBSAND S&L SA42.AR BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 2 5/8" MIN. METAL STUD EDGE DISTANCE 1 3/8" 16GA (.060') MIN 3 -THREAD MIN. BEYOND SUBSTRATE MIN. EMB. BY OTHERS 1 1/4" G 46 a. ° d MIN. EMB. q ' •4 d' 1/4" MAX, Ei SHIM SPACE 1/4" MAX. APPROVED SEALANT APPROVED SEALANT SHIM SPACE } BY OTHERS BY OTHERS CONCRETE/ RIGID FILLER RIGID FILLER MASONRY 1/4" MAX.X10 WOOD BY OTHERS SHIM SPACE SCREW #10 TEK APPROVED SEALANT SCREW OTHERS EXTERIOR RIGID FILLER INTERIOR EXTERIOR INTERIOR 1X BUCK BY OTHERS, 1X BUCK TO BE 3/18" ITW TAPCON PROPERLY SECURED HEAD HEAD WOOD FRAMING OR 2X BUCKBOX FRAME INSTALLATION METAL FRAMING BOX FRAME INSTALLATION HM SH: WN.JAMBSANDBnLSIMSR HEADSHOWrVJAMBBANDSILLslht2AR ```777 III, I!,/'' EXTERIOR INTERIOR •• • PGT INDUSTRIES ��'v7GENSF''., P � • � • 1070 TECHNOLOGY DRIVE '• HEAD � � • � • • • • • • • • • NOKOMIS. FL 34275 - No. 56705 C•ONCRETE/MASOPIRYBOX FRAME INSTALLA7TON HEAD SHOWNJAMBSANDSILL3/MKAR t•TCL Revrst� �pplytRg g liattdiagCodo t!•Iil9 ZZ CA2740 OS WHITE PYC CASEMENT WINDOW IMPACT CA2840 OS WHITE PVC CASEMENT WINDOW IMPACT - =� '• Go LG�I Na INSTALLATION :�0' s -r D • • • • • • • • • • $ DETAILS . Zw Al,2 j • • • • • • • NNW DRAWN: G7Ri N0. REV • i i • • i • i • • TJH 08-0088$ CS�?i NAG ,. A. 1%I�Ior • • • • sc NTS 10/27109 —3 OF 5 P ••• • • • • ••• • • i i i i•i • • • • i • • • • • • • • 2 5/8" MIN. EDGE DISTANCE B v CONCRETE/ a ' MASONRY BY OTHERS FIN TO BE SET IN BED OF APPROVED SEALANT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED D I 1 1/4- -4 /4"•d MIN. EMB. 1/4" MAX. SHIM SPACE RIGID FILLER 0 3/16- ITW TAPCON 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED FIN TO BE SETIN BED OF APPROVED SEALANT REVm oNs DESCRPIM PER DADE LETTER DATED 1-28-10 ADDED "WHRE'TO ALL PVC NO CHANGE THIS SHEET 1 3/ � MIN. EMS. 1/4" MAX. SHIM SPACE RIGID FILLER HEAD CONCRETEJMA30NRYANIHSTALLATION EXTERIOR INTERIOR HEW SHON JAMBS AND SILL SIMUAR HEAL? WOOD FRAMING OR 2X BUCK FbV INSTALLATION HEAD SHOWIa JAMBS AND SILL SAMAR s METAL STUD . �j BY OTHERS fl 3—THREAD MIN. 16GA (.080') MIN I I- BEYOND SUBSTRATE WE APPROVED 02/11/10 R.L. 07/08/10 P -L 10/26/11 J.J. FIN TO BE 1 v SET IN BED OF 1/4" MAX. APPROVED SEALANT SHIM SPACE RIGID FILLER #10 TEK \`�tt1t11i1t1iti�� SCREW .. .. PGT INDUSTRIES ''�tcwvsF' • • • • • • • • • 1070 TECHNOLOGY DRIVE * i • • • • • • • • NOKOMIS FL 34275 No. 58705 EXTERIOR INTERIOR* • • • • • • • • • • • Pttolxrcl mvw r ; • • • • • • • • ��+rtt�ats'Wmttat+tottda CA2740 OS WHITE PVC CASEMENT WINDOW IMPACT - >y— • • 00: • • • • • • • Balldiag Cato Aooatk"a Na It CA2840 OS WHITE PVC CASEMENT WINDOW IMPACT %xt to',LI(. HEAD0 INSTALLATION DETAILS ` O ., STA EO !(�� METAL FRAMING FIN INSTALLATION gy HEAD SHOWN, JAMBSAND SILL SIMILAR% �� OR... • ,Z • • • • • • • 6:0 • • • • • • Miami not Cattrol DRAWN: DWO N0. REV �s e o -" • • • • • 0 TJH 08-00886 C i�!Si�O Al , N i • _•..------� •--. .__.....-------- ----- scat>c- tMTE � .. ...A._Lynn I•r, P.E. • • • • NTS-- ��0-27 09--� sHEEr-4—OF-5-- vL P.E • • • • • • • • • • ••• • • • ••• • 5/16- 1/8" HS .09" BUTACITE PVB BY DUPONT 1/8" HS EXTERIOR INTERIOR SIKAF552 GLASS TYPE HS 5/16" .09" SENTRY GLASPLUS BY DUPONT 1/8" HS SIKAFLIX RIOR � INTERIOR GLASS TYPE C 3/4" GLASS BITE 7/8' 1/8" HS .09" BUTACITE PVB BY DUPONT 1/8" HS 1/8" TEMP. SIKAFLDC EXIERIOR INTERIOR 552 3/8" SPACER 3/4" GLASS BITE GLASS TYPE B 7/8" 1/8" HS .09" SENTRY GLASPLUS BY DUPONT 1/8" HS 1/8" TEMP. :W:ER70ft SIKAFLL I L � 3/8" SPACER GLASS TYPE D 3/4" GLASS SITE 3/4" GLASS BITE Icrz-- � 2.453" L .65" OWME HEAD. JAMB & SILL HITERIGID PVC. 1WTHICK 2.768" 2.299" IlLrlll� JI O SASH TOP, BOTTOM & VERTICAL WHTTF RIGID WO. 106"TMCK REVISIONS DMMPDON DAtE APPROVED PER DADE LETTER DATED 1-28-10 02/11/10 R.L. ADDED 'WHnVW ALL PVC 07/08/10 R.L NO CHANGE THIS SHEET 10/26/11 J.J. . 625" 0 1.25" 0 ® FRAME STIFFENER 07 SASH STIFFENER ALUMINUM6063-75.088'THICK ALUMINUM 6083-75.065"THICK 738" .9" 1.378" I! •196" Q SASH REINFORCEMENT 17 FIN ADAPTER 16GA (,084%GALVANIZED S7FEL A653 WHITE R1= PVO.OBY THICK i 1.04" --I 1.279" I-- .738" I_ 16 RIGID FILLER O FRAME REINFORCEMENT DUROMETER 85 14SA (OM GAL VAAWD STEEL A653 NEOPRENE.15'7HICK 1.31" .385" @ KEEPER $18 STANCESS STEEL .me"THICK --{ 1070 TECHNOLOGY DRIVE 843 1.375"PGT INDUSTRIES I ." •• ••: ��� i i ••• • • • • • • • • • rROD1rCTnTa'nssD NOKOMIS, FL 34275 r •834" J--9- 838" • • • • i • • 0 • : • • • � mfog cc wllh tho Fiorfda 41" 414"• • • • • CA2740 OS WHITE PVC CASEMENT WINDOW IMPACT —" T .468"�We>�Nu , Ir ►� CA2840 OS WHITE PVC LAZING DETAILS AND MENT WINDOW COMPONNENTS IMPACT O7/16° GLAZING BEAD O W. GLAZING BEAD Sfltt188ER • • • • • Miom+ opwu4 OwD No. t•v WHITE RIGID PVC.OB' THICK 4 • • • • • WHITERIGIDPVC.08' • 8S���S �EE • TJH D8-00888 C • • • • • .018'TNjCK • • • • • • • i • soAtE NTS I DATE 10/27/09 ISW5 OF S • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicabl documentation submitted has been reviewed to be used in Miami Dade County and other a This NOA shall not be valid after the expirat (In Miami Dade County) and/or the AHJ (i product or material tested for quality assurar manner, the manufacturer will incur the exp suspend the use of such product or materia acceptance, if it is determined by Miami -Da, meet the requirements of the applicable build This product is approved as described herein, including the High Velocit", Hurricane Zone. ESCRIPTION• Series "570/2770" Vinyl APPROVAL DOCUMENT: Drawing No. i prepared by manufacturer, dated 10/11/11 ani bearing the Miami -Dade County Product Cot MISSILE IMPACT RATING: Large 1. See table 2 (sheet 8), table 3 (sheet 9) a3 unit sizes, design pressures, reinforcem requirements. See sheet (8) for various 2. Rigid White PVC, Tan (Non-white) Ril to be labeled per referenced NOA9s) r4 3. Egress operable doors must comply w! 4. Pocket walls tinder separate approval, LABELING: Each unit shall bear a permanE following statement: "Miami -Dade County Pi RENEWAL of this NOA shall be consideree in the applicable building code negatively aff TERMINATION of this NOA will occur of materials, use, and/or manufacture of the prop for sales, advertising or any other purposes sl section of this NOA shall be cause for terrain ADVERTISEMENT: The NOA number pr expiration date may be displayed in adverb; done in its entirety. INSPECTION: A copy of this entire NOA shall be available for inspection at the jab sit This NOA revises NOA # 11-1018.19 and c document mentioned above. The submitted documentation was reviewed M}AMI•D/4t3E CbUNiX ', AND REGULATORY MIAIIII-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 is,iiiv.miamidade.gov/l?.era/ rules and regulations governing the use of construction materials. The d accepted by Miami -Dade County PERA -Product Control Section :as where allowed by the Authority Having Jurisdiction (AHJ). n date stated below. The Miami -Dade County Product Control Section areas other than Miami Dade County) reserve the right to have this purposes. If this product or material fails to perform in the accepted tse of such testing and the AHJ may immediately revoke, modify, or within their jurisdiction. PERA reserves the right to revoke this County Product Control Section that this product or material fails to g code, nd has been designed to comply with the Florida Building Code, Glass Door (Rein LD-SGDS70-01 Rev B, titled "Vinyl SGD", sheets I through 13 of 13, last revised on 02/04/14, signed and sealed by Anthony L. Miller, P.E., of Revision stamp with the Notice of Acceptance number and Small Missile Impact Resistant i 9999.. d table 4 (sheet 9) of this approved drawing sit foa'applic able SGD ants types, glass types, sill riser (detail sheet 1 �0 nd 0ncho rs • • • • E)anels configurations and limitations. • id PVC and Brown coated (Painted or IaminatVQVhite F4gld 1;VC quirements. •see �••••• h min clear width or height per FBC, as applicable.: • • • • o be reviewed by Building official. 00000 • at label with the manufacturer's name or logo, city+'' 1444 and series and aduct Control Approved", unless otherwise noted herein. • • • • after a renewal application has been filed and thi"ftas been no change cting the performance of this product. • • • er the expiration date or if there has been a revision or change in the uct or process. Misuse of this NOA as an endorsement of any product, all automatically terminate this NOA. Failure to comply with any ition and removal of NOA. :ceded by the words Miami -Dade County, Florida, and followed by the ng literature. If any portion of the NOA is displayed, then it shall be kali be provided to the user by the manufacturer or its distributors and at the request of the Building Official. rsists of this page I and evidence pages E -I & E-2, as well as approval Ishaq I. Chanda, P.E. NONo 13-1125.05 Expiration Date: April 14, 2016 Approval Date: February 13, 2014 Page i •99999 0 990000 .9999. PGT Industries A. DRAWINGS I. Manufacturer's die drawii 2. Drawing No. Ni M-SGD570• manufacturer, dated 10/11/1 Note: This revision consists o: sill riser water rating use and 1 B. TESTS (Submitted under file: 1. Test report on 1) Air Infi 2) Uniforr 3) Water 1 4) Large b S) Cyclic' 6) Forced along with marked -up drawir Fenestration Testing Lab, Inc 11/19/10, signed and sealed t (The above test report has an by Marlin D. Brinson, P.E. (r 2 Additional test report No Fenestration Testing Lab; C. CALCULATIONS (Submit 1. Anchor verification calc prepared by PGT, dated L. Miller, P.E. 2. Glazing complies with j D. QUALITY ASSURANCE 1. Miami Dade Department E. MATERIAL CERTIFICA1 1. Notice of Acceptance Nc PVC", expiring on 09/3( 2. Notice of Acceptance Nc Tan (Non -White) Rigid 3. Notice of Acceptance Nc Coated (Painted or Lami. 4. Test reports No(s). 10-0( ASTMD 1929 and ASTM composite material. ;s and sections (Submitted under files # 11-1018.19 /#11-0107.04). )1 Rev B, titled "Vinyl SOD", sheets I through 13 of 13, prepared by and last revised on 02/04/14, signed and sealed by Lynn Miller, P.E. series changes, addition of Tan & Brown coated PVC and non- # 11-1018.19 /#11-0107.04) tration Test, per FBC, TAS 202-94 L Static Air Pressure Test, per FBC, TAS 202-94 esistance Test, per FBC, TAS 202-94. fissile Impact Test per FBC, TAS 201-94 klind Pressure Loading per FBC, TAS 203-94 intry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 gs and installation diagram of vinyl sliding glass door, prepared by , Test Report No. FTL 6638 (samples A-1 thru A-22), dated y Jorge A. Causo, P. E. addendum letter dated 3-11-11, issued by FTL, signed and sealed .viewing Engineer). FTL 6637 (samples A -I thru A-5) per TAS 202-94, issued by file., dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. 1 under files # 11-1018.19 /#11-0107.04) & • ations and structural analysis, complying wiUi FBC-2001,• • •' ;/16/11 and last revised on 3-11-11, signed and se;Aed by. Ajithgny 00.•00 • .. TME -1300-02 &-04 000000 • if Regulatory and Economic Resources (RER} • • • ONS ""•' 10-0420.06 issued to Vision Extt usion Ltd AWN; "White Rigid E4. •••• 11-0902.10 issued to Vision Extrusion Ltd for their "VE 1000 'VC", expiring on 12/29/16. 12-1017.01 issued to Vision Extrusion Ltd for their "Brown iced) White Rigid PVC", expiring on 09/30/14 -792(A), 10-006-10231, 535753-09, per ASTME-84, )-635, issued by EXOVA to Vision Extrusion for cellulosic Ishaq I. Chanda, F.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14, 2016 Approval Date: February 13, 2014 E-1 • 0000•• PGT Industries E. MATERIAL CERTIFICATIONS (continue): 5. Notice of Acceptance No. 1-0624.02 issued to E.I. DuPont DcNemours & Co., Inc. for their "DuPont Sentry Glass ®", expiring on 01/14/17. 6. Notice of Acceptance No. 1-0624.01 issued to E.I. DuPont DeNemours for `Butacite PVB Interlayer", expiring on 1 -11-2016. F. STATEMENTS I . Statement letters dated N interest", prepared by PC 2. Statement letters dated O financial interest", prepai under file #11-0107.04) 3. Letter of lab compliance, 1 14, 2013 of compliance to FBC 2010 and "No financial signed & sealed by Lynn Miller, P.E ' 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No by PGT, signed & sealed by Lynn Miller, P.E. (Submitted of the above test reports. OTHER 1. This NOA revises #11-1018.19 (# 11-0107.04), expiring April 14, 2016. 2. PGT e-mail dated 02/04/2014 and 11/23/11 by Lynn Miller, P.E. confir ing extent of revisions. 3. Test proposal # 10-0767, dated 08/25/10 approved by BCCO. 4. Test verification calculatio dated 07/30/10, prepared by PGT, Anthony L. Miller, P.E. C, k". 1�./ shaq I. Chanda, P.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14, 2016 Approval Date: February 13, 2014 E-2 •••• • ••••• •••••• • • ••••• •• •• • •••••• • • • • •••••• • C, k". 1�./ shaq I. Chanda, P.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14, 2016 Approval Date: February 13, 2014 E-2 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR}; T=TEMPERED, HS- -HEAT STRENGTHED, AN -ANNEALED, SG=.090 DUPONT SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASO PLUS), PVB=.090° DUPONT BUTACITE PVB: IMPACT RATING GLASS TYPE A: 3116" HS GLASS + .090" SG INTERLAYER + 3/16" HS GLASS + 7H B° AIR SPACE + 3/1(" T CAP I LARGE & SMALL MISSILE IMPACT GLASS TYPE B: 3116" HS GLASS +.097 PVS INTERLAYER + 3/10" AN GLASS + 7/16° AIR SPACE + 3/10'1 CAP 3+16• HS GLASS - GLASS TYPE C: 3116" HS GLASS + ,090" PVB INTERLAYER + 3/16' AN GLASS + 9118" AIR SPACE WITH HEAT -MIRROR FILM + 3116'T CAP 3116" HS GLASS — APPROVED BACKBEDDN4 ARE GE 7700 AND DOW CORNING 995. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: DUPONT.ow4ExT. 1/4' ELCO ULTRACON OR 1/4" ELCO CRETEFLEX. SEE TABLE 1, SHEETS FOR DETAILS. SENTRYGLASO 7118' 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X NOM INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND GGREATER. is- LASS7Q INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. BITE 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 3011 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1, SHEET 6. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) SHUTTERS ARE NOT REQUIRED. 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. MAXIMUM OF (8) EIGHT PANEL CONFIGURATION FOR FRAME HEIGHTS UP TO 98" OR (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96" AND UP TO 120'. 11) REFERENCES: TEST REPORTS FTL-6337 & 6338; EXOVA-10.002-792(A) & 10.006-10231; CAMBRIDGE 535753.09; ELCO ULTRACON PER CURRENT NOA; ELCO CRETEFLEX PER CURRENT NOA; VISION EXTRUSION, LTD: WHITE RIGID PVC PER CURRENT NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON-WHITE) RIGID PVC PER CURRENT NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC PER CURRENT NOA; ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 12) THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS, (SG) INTERLAYER. UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE PREVIOUSLY KNOWN AS THE 2870 SERIES. SLIDINGING THE GLASS DOOQUIRED DESIGN RS S MAY BE DETERMINERE OF THE OPENING, D FROM THE DESIGN THE ANREOTABLES MEENFS FOR T EP • •`t��pNV VY M/(�� OR C, USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF•I aE REQ�I�EliO� • • • • •� ; PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET 8. • • • • • • : y�' No 68705 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME4IEIG"AWD TALONOmtol _ PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE. 3) CHOSE WHICH ANCHOR OPTION (A -D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE 1, SHEET 8, �` ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE QQ1 T��NNQQ • • rpQ i • ST E F 4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4, SHEETS 8 & 9), IFY Tgn 1 LIE I EQI�RED-D1 GN • �7 FCOR40� •'��j�=� PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHO • ....... 5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. • • •• • • • • •� �ONA1 6) ADDITIONAL INSTALLATION CUPS MUST BE INSTALLED AS SHOWN ON SHEtT 7.0 • • • • • • '`v14141r&LLW P.B. P.E.# 68706 or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 8 & 9 I LARGE & SMALL MISSILE IMPACT - 1-1/18` NOM. 1.1118" NOM - 7/16'AIRSPACE 7/16"AIRSPACE NOTE:* 3/18' AN GLASS BACKBEDDING 3118' HS GLASS SURFACES SHALL NOT BE PAINTED OR INT'.10 DUPONT4EXT. LAMINATED. INT.► A90' PVB 3118' T GLASS "-- 3/18'TGLASS 7118' PAINTED/ LAMINATED SURFACE fpINOM GLASS mIII (DASHED LINES) �8 211— PAINTEW L?l-" -PT 6L/1SS TYP€=14" LAI OIVATEB 3LASSPE-"}0" SG LAMINATE, SURFACE PVB LAMINATE, INSULATED GLASS (DASHED LINES) INSULATED GLASS 1.3/16' NOM. 9118` AIRSPACE 3118' ANN GLASS 3116' HS GLASS - 4EXT. INT.► DUPONT.09T PVB -- 3118"TGLASS 7116' PAINTED! LAMINATED NOM SURFACE(DASHED 718" ; () ;ii --(g0 LMES) 1070 TECHNOLOGI' DRIVE P.O. BOX 1889 KOKO" FL 3W4 CERT: OFAUM 029M GLASS TYPE 'C' PVB LAMINATE, INSULATED WITH HEAT -MIRROR FILM GLASS J.J. 1 10/11/11 IFBC 2010 NOA DRAWING MAP SHEE" GENERAL NOTES .......... 1 GLAZING DETAILS ......... 1 ELEVATIONS..................2-4 HORIZ. SECTIONS ......... 5 VERT. SECTIONS ........... 6 ACCESSORIES...............7 DESIGN PRESSURES...." EXTRUSIONS.................10 PARTS LIST....................11 CONFIGURATIONS ........12 PANEL TYPES................13 lRODUCT kCMW s e••pw., wUh tse no w$. CAde L>iW�Nuo LMie y,�s f C, J.R. 1 11/05113 IRENAMED28701 GENERAL NOTES & GLASS TYPES I Draw Sr. ROSOWSKI IVINYL SGD INSTALLATION GUIDELINES 111/18/10 1 vow 0/2770 I NTS 171 OF 13 I MD-SGD570-01 I B 2 -TRACK CONFIGURATIONS : W MAX. MAX - - -------- - DETAd CZ THIS DM SH - DAYLIGHT OPENINO (DLO) FORMULAS WIDTH: PANEL WI - 9116' .. ...:......:. •' ANCHOR ANCHOR APPROX V, DETAIL A ., -•� D��' '; LOCATIONS FOR NON-STRUCTURAL }+-- THEi SHEE _ ___ OETAa B oEtAa OETAE. D HEIGHT: PANEL HEFOHT- 8-9N8' SHIM THI98 THI99HEE ;. DETAILA LOCATIONS FOR (HEAD <EXT. �. ; BYPASS (ft I I ...11L..___ -- -- PANEL HEIGHT -FRAME HEIGHT -2.6' ♦EXT. ., POCKET CONDITIONS. CONDITIONS. I '•. CONDITIONS. ` ANCHORS INTO P -HOOK 21.8' MAX. O.C. - _ --- --_ - ' _-- -- - - - -- - - PANEL WIDTH DLO ----►� 12' MAX O.C. DAYLIGHT ------- - r— OPENING WIDTH 1 ANCHOR @ CENTER OF OETALL 81 EACH PANEL. SEE TABLES 1 ANCHOR @ CENTER OF DETAd. Q EACH PANEL SEE TABLES • DAYLIGHT oSEHEE OPENING HEIGHT E EXir' ONSHEETSB&9. EXT.V ON SHEETS 8&9. THIS SHEET W OR 'O' x 3219• MBN oc. PANEL TYPE PANEL TYPE 2 ANCHORS @ CENTER OF 2 ANCHORS @ CENTER OF POCKET OETAIL 1 A0. • DETAIL B2 EACH PANEL SEE TABLES ON DETAR 2 EACH PANEL SEE TABLES BY 9HE� 5 SHEETS 8 & 9.•' ON SHEETS B & 9. OTHERS EXTr 4' N.O.C. 4 MIN 0 (UNDER DETAIL 3 PANEL HEIGHT CLO 9219' M8J.0.0 APPROVAL} 1 ` DETAIL CLUSTER OF 3 • ANCHORS @ STILE DETAIL 1 INTERSECnONS. SEE TABLES ON :- CLUSTER OF 3 ANCHORS @ STILE oETAILH1 INTERSECTIONS. SEE TABLES ON SHEETS 8 & 9. • SHEET 6 / INTERLOCK 1 „� Sm� Cy OF 8 MAX. -- EXT :. ..:..• ... - _.: SHEETSB&8. EXLv': ': ';' :•:.._::.. P EL W PANEL IW HEAD 4" NUN. O.C. _ ____ ____ __ _—_ _ • &SILL} 4' MIN. O.C. __ ________ S• MAX, i"-- 6' MAX„ 4' MIN. O.C. OETAIL C2 CLUSTER OF ". CLUSTER OF 5 ANCHORS ANCHORS @ STILE 2.376' TYP. INTERSECTIONS. STILE tiJTERSECTION3. • • • DETAIL H2 • • SEE TABLES ON SHEETS (HEAD & SILL... (LEAD & 881) DETAIL (32 THIS SHE DETAIL ETALL G1 DETAtt 1 THS mo/mm/ DETAIL H2 kF' YIhED the Fl` rldt _ SEE TABLES ON EXT,' .: SHEETS 8 & 9. S&S. EXT:I�i+�^•--'•"'Y'�'� :... ...r SHEET C8+2 ANCHOR ANCHOR CONFIGURATION SHOWN; t•aN)'iag wkh t a empty Bnh�Codc Aeearare•No - 2 GSA 3219' MEN. Q.C. 4' MIN. O.C. CONFIGURATION SHOWN: -.�. (SEE APPLICABLE DP 6ttinom D•p r G W MAX(STABLES 3 OR 4)P TABLES 2.3 ORS) W MAX AfOfAC�FiEDFJAMB - O END OF ATTACHED JAMIE 2.EE iF OR CONFIOUftAT10NS, SEE SHEET 12 DETAB. D f t ANCHOR ® 2) FOR ANCHOR EDGE DISTANCE AND 1 ANCHOR @� •: SILL ENDS. EMBEDMENT, SEE TABLE 1 SHEET 8. EXTV HEADENDS. EXTJI 3) DAYLIGHT OPENING (DLO) FORMULAS: WIDTH: PANEL WIDTH - 89116' HEIGHT: PANEL HEIGHT- 89116' NOTE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. 1 tea' • • • • f • • • ,IAMB . • • • t • • • . •f: .f • • • • \\\ !!, • • • �\ NY LYNN . • • • J h'?� \,)CENgF •. �`,p : : ,• N0.58705 *' ReviwdOr. �: Revf4bvc J.J. 10/11/11 FBG 2010 CODE ReNaeder•' � RGVWM J.R. 11/05/13 CORRECT DLO 1.37b -� — °ANCHOR _�E%17 LOCATIONS (2 TRACKS) J ROSOWSKIE70.� .10' • ��0�'f •V�.; 1070 TECNA}OLOOYDRNE TPoe: N 6 Date: �•• +• • ; •��,,�,••,-'O�RI�Cj��� • �.� VINYL SGD INSTALLATION GUIDELINES p�Boxf62g 11/18/10 WEEPHOLE PATTERN 24' O.C. WEEPHOLE•PA E (IR SILL ENi S i • • i • NAI \\\\ • aL�+NNM� a� nroXoaas FL 34174 8ukeltd•deC smree 9neet 570/2770 NTS 2 OF 13 Dnxa7gpy Rex MD-SGD570-01 I B f . �TOFAL)TTcMM ••• . • . . •f. . • • • • • f . . f • f ... . . f .•• • • 3—TRACK CONFIGURATIONS APPROX.W, NONSTRUCTURAL DETALA (.- THIS 8HEE DETAI , DETkO TNI3 THI83 DETAIL BZ DETAIL C2 DETAIL THIS SHE THIS SHEE THIS SHE (HEAD&SILL) W MAX. _ MAX. _-�----------------- ---- �• - --.. OECAIL A ANCHOR DAYLIGHT _ __ _ DETAIL A ANCHOR 4EXT. LOCATIONS FOR ' • OPENING LOCATIONS FOR BYPASS WIDT/ POCKET CONDITIONS. ' ANCHORS IMO CONDITIONS., 21.8' MAX. I DET SHEET / 12'MAX. O.C. P•HOOK 0.0. I • / / DETAIL E THIS H 9(' OR'O' X 'X' OR'O' PANEL TYPE PANEL TYPE PANEL TYPE - - 1 ANCHOR Q CENTER OF EACH OETAS. B, PANEL, SEE TABLES - — - 1 ANCHOR ® DETAO. G1 CENTER OF EACH 0 PANEL. SEE TABLES POCKET BY OTHERS DETAIL 1 Pr SHEET ETAIL LTTAIL 2 EX7.� ON SHEETSB&8. E71T,r ON SHEET38&8. (UNDER SHEET5 SNEET5 DETAIL 4' MN. O.C. SEPARATE ; SHEET APPROVAL) INTERLOCK ORS SHOWN DETAIL 4.76' CENTER OF EACH ® O.C. PANEL SEE TABLES OETM G2 EACH PANEL. SEETABLES • OH£IOHT QNSHEETSS&9. FJR.� FMr ON SHEETS 8&9. '. lit .. _ • ANEL OF-• p8'MAX.3.21V ((&HEAD MIN. O.C. 4' MIN. O.C. &SILL) . UMTER OF S ANCHORS@STILE DETAIL INTERSECTIONS. :. :. .... _. / `.,,CLUSTER OF3 1 ANCHORS 0376-E -- -------------------- g. MA7C,� (FiEAO881LL) �._ £M.r SEE TABLES ON SHEETS 8 & S. DETAIL INTERSECTIONS. SEE EKT.v 8 OETAR G1 DETALL H2 DETAIL 8'MAX., (HEAD & SILL) TABLES ON SHEETS & S. THIS GHEE THIS SFfEE SHI88}tE THIS THIS SHEET] DETAIL 4'LUN. O.C. 3219'MIN.O.C. 08a1ANCHOR CONFIGURATION 03+2 ANCHOR CONFIGURATION -- - SHOWN; (SEE APPLICABLE DP SHOWN; (SEE APPLICABLE DP 4' NON. CLUSTER OF 6 ANCHORS @ 4STILE OINTERSECTIONS. 4. me O.C. DETAIL - - CLUSTER OF 6 ANCHORS ®STILE INTERSECTIONS. 2.376' TYP. SEE TABLES ON SHEETS •� TABLES 2, 3 OR 4) 1.126 TABLES 2, 3 OR 4) JAMB IY�6UCf sN fbtF4 )ris1 • N• 23X -Cf Lt Fos SEETA13LESON S&8. 1• f EXTSHEETS 8 & 8. , DETAR '-:*132111MIN. FJCT.'I O.C. 3.21W MN. O.C. 8' MAX. W MAX1.378 (TO END OF - (TO END OF ATTACHFR)JAMB ATTACHED JAMB �� Aw mo l DETAR D DETA0. L 1 ANCHOR @ T ANCHOR XT r HEAD ENDS EXT.V SILL ENS. WE P LE PATTERN @ 24" O.C. WEEPHOLE PATTERN Q SILL ENDS • • • • • • • • • • • 41k�0 Ly Ngr 77i, Aa*WBjr 29MReNekn: • • t.�� t�°N """' `fcc �,, F.9 J.J. 10/11/11 FBC 2010 CODE • • • • • • • 000 1.TCENSI� • Rir' '•., Revlaerl8y. omtec ReNsbn: • • • • • • • • � .A NOTES: • • • • • • • • • ;•�: ND. 58705 •' J.R. 11/05/13 DETAIL E 1) FOR CONFIGURATIONS, SEE SHEET I2 = .* - ® D pgH; 2) FOR ANCHOR EDGE DISTANCE AND EMBF.OMENT,SEETAIGLE 13F1EET& ="Q �, ANCHOR LOCATIONS (3 TRACKS) J ROSOWSKI 3) DAYLIGHT OPENING (DLO) FORMULAS: �'• t� :: �[/ WIDTH: PANEL WIDTH -84!18' • 0:0 • • • • • • • • • •7 Q••} •STT r�'O ••• FCORIOP.%•G to MFL MIX 11%18/10 HEIGHT:PANEL HEIGHT -S4N8' • ���i YOM $425 VINYL SGD INSTALLATION GUIDELINES 4)PAWL HEIGHT -FRAME HEIGHT -28' ••• • • • • • •• �QlVAt-�•��``` NOKOM*, FL 34274 3mlasMfoJN: soar• Drexd/gNa i i • : • : • • • a"{4FM MhL`P E Ray. • ci7rr.oPnuntae 570/2770 NTS 3 OF 13 MD-SGD570-01 B PE�63.71� or . • . • • . • • • • . •• •• . • • •• .. 4 -TRACK CONFIGURATIONS APPROXI, DETAIA DEraLB1 DEraL DeraLC1 DETAIL B2 DETAL NONSTRUCTURAL THIS SHEE 93H THIS TeH TW9S THIS SH (HEAD & SILL) 11-1 S'MAX MNG. _ ____ ______ANCHOR I OEiAIL A - ANCHOR TJ STAB' - LOCATIIONS FOR - DAYLIGHT OPENING WIDTH SEM. LOCATIONS FOR POCKET CONDITIONS. •SEM. . BYPASS CONDITONDIT 210 • / DETAIL ANCHORS INTO IrMm. O.C. �. P•HDOK. MAX. O.C. SHEETIONS. OETALL - 't W OR'O' x x' 'x OR'O' PANELTYPE PANELTYPE PANELTYPE PANELTYPE DETAIL G1 1 ANCHOR ® 1 ANCHOR ®CENTER OFT CENTER OF EACH DETaL 1 EACH PANEL SEEPANELSEETABLES POCKET I . DETAIL1 Pr BY OTHERS I TaL 2 ETAIL TABLES ON SHEETS 8&S. ONSHEETSB&9. (UNDER 3 FF SXT•v SEPARATE --AIL APPROVAL) . 01TERLOCK ASTRAGAL INTERLOCK SHEET ! SHOWN SHOWN / SHOWN DAYLIGHT DETA0. 6 OPENING CENTEROF 4.76' EACH PANEL O.C. SEE TABLES 4'MN.O.G 2ANCHORS@CENTEROF EACH PANH.. SEE TABLES I DETAIL 82 ON SHEETS DETAIL EXT.'S' ON SHEETS 8&8. • - P O. •1 P�AOF IL EXT.V 8&9. (®HEAD .. 3219' MW. O.C. __ _ --- --`-.'-� -.. &981) 3.218' MN. O.C. - .. GLISTER OF 3 DETAIL 071 ANCHORS @ STILE CLUSTER OF 3 8' MAX. (HEAD & SILL) oErAIL G1 DETALL 8• MAX„ DUAIL H1 DETAIL (HEAD & SILL) EXT^r INTERSECTIONS. SEE TABLES ON ANCHORS @STILE INTERSECTIONS. SEE THa THS �••--M-�•� THIS' SSH DETAIL �`�---•"Y�-� THIS SH SHEETS 8 & 9. DETAIL S TABLES ON SHEETS 8 & 9. C8+1 ANCHOR CONFIGURATION C3+2 ANCHOR CONFIGURATION _ SHOWW,(SEE APPLICABLE OP SHOWN; APPLICABLE OP . •- _ TABLES 2,3 OR 4) TABLES 2, 3 OR 4) 4• MN4• MIN. D.C..O.C.- CLUSTER OF a 3218' MN. O.C. e MIN. O.C. DETAIL H2 1.128 JAMB fR09UCP YCVLYF.D � Ntsd1A tRs Mad& IY1AtlQolc T yr ANCHORS® - - - 4.76' ECTIDN3. CLUSTER OF CH O.C. SEE TABLEB ON 2.376' TYP. INTERSECTIONS.h 'Low � / Date a ) �' SHEETS & 8. SEE TABLES ON C•M SHEETS 8 & 0. bETAIL EXT.'• 1.376 E:I 3219' MIN. O.C. M - 3219' MN.O.C. sw b00' S' MAX. (TO END OF ATTACHED JAMB • MAX TOEND OF OETAiI ATTACHED JAMS EMS EMT 1.000' _ DETAILD EM.v 1 ANCHOR@ SILL ENDS. WE P� LE PATTERN @ 24° O.C. WEEPHOLE PATTERN @ SILL ENDS 1 ANCHOR@ HEAD ENDS. • • • • • • • • • • •`�,LYNN qj� 777i, �' Dam ' EXT•` • • • • • • • • • • • • • • •�` t°N •"""' ll�c '�� • • • * 10/11/11 FSC 2010 CODE RertaedBi" Date: ReKVon: •.; ••• a 0 Ze 58705 =_ 11/05/13 DETAIL E NOTES, ••• ••; No. J.R. 1) FOR CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AM "' •0 ;� �^ D-ww- D,11 ANCHOR LOCATIONS (4 TRACKS) J ROSOWSKI EMBEDMENT, SEE TABLE 1 SHEET S. � 1..� ; 3) DAYLIGHT OPENING (DLO) FORMULAS: •:• •:• �((��.'• • i979 TECHNOLOGYORNE Thr D>H� WIDTH: PANEL WIDTH •8-IVtB' •:• F P.� • \ •� :(y'�•StOR10F N. VSWCA FL 34278 VINYL SGD INSTALLATION GUIDELINES 11/18/10 HEIGHT: PANEL HEIGHT•8. E' 4)PANEL HEIGHT -FRAME HEIGHT -2b' ••• • • • ri•. �,, �. P.O. BOX 1� • • / `S`/OfyJ��.,` • • • • • • ��� NOI(OMI44, p.34274 • • Z 'oats: '4 DMD Na Ret • • • • • • • LWJN w&s:R, P.E. • Z&WN 0 67012770 NTS 4 OF 13 MD-SGD570-01 B • • • • CERT.OFA1PM 28898 • • • • • • • • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL 1 I INTO MASONRY I DETAIL 2B INTERLOCK DETAIL 3 FINTo MASONRY 1X OR 2X WOOD SUCKSTRP, SE£ CONCRETE/CMU TYP•ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 REQUIRED IF DOOR 1X SUCK37RIP HEIGHT IS OVER BY NOTE 4, SHEET OONCRETE/CMU PER ANCHOR EDGE REQUIREMENT DISTANCE ASTRAGAL AM -ON g 8 8 PER ANCHOR NONSTRUCTURAL 3g ASTRAGAL ADD -0N REINF. ANCHOR qQ , o �l, REQUIREMENT EMBED-'''.!' g10 1/Y SMS SCREW; S EMBEDMENT a REINFORCEMENT LENT.<. ° • zo OPTIONAL PERASTRAGAL, 8g EQUALLY -SPACED AND T --- �. J FROM ENDS (FACTORY coo 8 v TYP. ANCHOR TYPE. EMBEDMENT ,.... AND _ ISTANCE MAX 1 /� `'-ln-_ - INSTALLED} NJ 8 .' SUBSTRATE. �AB�, SHEETS d 7 • o v .� 82 EXTERIOR 8 INTERLOCK EDGE �` DISTANCE POCKET 8 7 ASTRAGAL. SOX SCREEN '. P -HOOK - LI3 LOCK3TILE -,� PANELWIDTH PANELWIDTH 1 100 – 1 FOR LOCIsTILEB, 'lJ" DOORFRAME WIDTH TYP. ANCHOR TYPE, EMBEDMENT ASTRAGALS, L� DOOR FRAME WIDTH AND EDGE DISTANCE PER FIXED1N° STILESAND MAX SUBSTRATE, SEE TABLE I. SHEET 6 HORIZONTAL RAILS EDGE EDGE 3F DISTANCE 88 X 314' SMS REINFORCEMENT o P ''• DISTANCE &h'OBTES "'ll1JJJ SCREW; 3 PER LOCATED _ BELOW ERAIL,AN ir AT CENTERLINE INSTALD LED) ENDS (FACTORY INSTALLED) FOR TYRANCHORTYPE, o 2-W ROW CWG 8 I5 . o _ 8 �� 1'28PACIN6 INTERLOCKS -- EMBEDMENT AND EDGE' ' ONLY DISTANCE PER SUBSTRATE. 9�iUCyI1�' �� SEE TABLE 1. SHEET B EDGE v oRim, EMBED- Rim , (t ° MEW DISTANCE FIXED PANEL CLIP •; CONCRETElCMU 'J> ... ,.. AND ANCHORS, SEE DETAIL SHEET7 19 STANDARDSCREEN e� ..: PERANCHOR 2X WOOD SUCKSTRP EMBEDMENT FIXED STILE EXTERIOR 11 REQUIREMENT I I cow –moi 1� t14- MAX OR FRAMING. SEE TYP. ANCHOR TYPE. EMBEDMENT 2XWOOD13UCKSTPP PANELWIDTH NOTE 4, SHEET 1 AND EDGE DISTANCE PER SUBSTRATE, 8 OR FRAMING. SEE 2BI t2s DETAIL 3 _ EDGE IEE TABLE 1, SHEET DISTANCE NOTEa•SHEET 1 DETAIL 3 DETAIL INTO WOOD INTERLOCK NON-STRUCTURAL INTO MASONRY ANCHOR EMBED- 114' MENT MAX NOBS 11111 _ ----Z--7 1)OETAILSAPW'6TOi Y/IID4TR/WK • • • ••\\\ 4.MN /// • • /i, Revtawmr 1m ROW= _ _--- "-----"--- oOPTIONAL CONFIGUIVZONS. • • • • • • �\ Or\.,,...... .. 2)SEE SHE%$2-4 FOR ANTQIOR•DEATION d1•SPAI !*,�•l�;•�\CENSE ••;F•P . J.J. 10/11/11 FBC 2010 CODE P -HOOK ® 3)SEE TABLESE-4 FOR WNFORCEIIIEN* • • • • • • • ReWeuey: UsiX Revkion: REINF. PLATE (12' LONG•® REQUIiMENTS.• 4) CONTMMAMCMR RATE, ROA 9% 9 REQIAREe _ No. 587D5 ' J.R. 11/05/13 N/A THIS SHEE PANEL MIDSPAN P -HOOK® REINF. o EXTERIOR AT ALL FRAME ANCHOR LOCATIONS. – 8) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR asTRaGALADDo" -0 Z `1 iL( w� �THE ---Oj; HORIZONTAL INSTALLATION DETAILS J ROSOWSKI S10X1PLATE �' P•HOCK (� _ FULL O RUS X fO PEST • �C �'• A E F ,•''_�` 10707ECNNOLOGYDRIVE LORtOP••C�G\�` MA0.80X 7See Defm VINYL SGD INSTALLATION GUIDELINES 11/18/10 (b)®2.8Jg'0.0. c\/7 REPOH DIM£Nsl • .,'�'' •.....,.. ! s 829 DETAIL 1 / • 1 i• • t• 1• t i/i`S��NA1'�-��`�\\\ NORGMl,8, FL 34274 gg� g� —i oxmvRa • • • •A•LP.E. 570/2770 NTS 5 OF 13 MD-SGD570-01 r�l P.E.968705 �r.QFAWH ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL 4 l 1XOR2X WOOD BUCKSTRIP, 110 SEE NOTE 4, IWO MASONRY --14400 7 0 ' 1X SUCKSTRIP SHEET 1 TYP. ANCHORTYPE, EMBEDMENT ANL MW. 2.7 KSI CONCRETE @ EDGE DISTANCE PER SUBSTRATE, HEAD PERANCHOR SEE TABLE 1, SHEET 6 REQUIREMENT, SEE 2-W TABLE 1, SHEETS RDW EDGE P.T. 8outhem PNO _ SPACING DISTANCE EMBED. 1.3/4' MENT.9' .. - 11 11 1 d A a L1MAX nr l t fill DETAIL 4 INTO WOOD TYP. ANCHOR TYPE, EMBEDMENT AND \TTP7Z,SHEET6 DISTANCE PER SUBSTRATE, EDGE DISTANCEROW --{PACSNG EMBED - 7T �11d MAX. 98X3/4'8MS REINFORCEMENT SCREW; 7 PER STILE, LOCATED AI CENTERLINE AND S', r & tr FROM ENDS (FACTORY SILL RISER VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE TABLE 10 A SHEETSS&9. 18 4-W RISER 4.1116'RISER 9-, RISER I I I 01 191KA1 INTO MASONRY TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 2—. EDGE ROW ACING� DISTANCE I� �BP d.. U 1114• nl-7 a 1 111MAX. TABLE 1, ANCHOR TYPES: l 1XOR2X WOOD BUCKSTRIP, 110 SEE NOTE 4, DETAIL 4 --14400 7 0 ' TYP. ANCHORTYPE, EMBEDMENTAND SHEET 1 FOR Dlstan� SEE TABL;PE LOCKSTILES, 118' MIN. 8083.75 ALUMINUM SUBSTRATE P.T. 8outhem PNO '.. ASTRAGALS, 1.3/4' EXTERIOR 11 11 1 FIXED STIES A a 114' dao Crete -flex 884 AND HORIZONTAL 1314' Aiumlm n, 6083 -TS min 912 Sheet Mehl Somw (OB) RAILS FRAME�! rn 912 Sheet Metal Screw (GS) ® �Zy SEE HEIGHT, PANEL 912 Shad Metal Screw (GB) 8TEa t SEE TABLES 8 HEIGHT 912 Wood Screw (05) BELOW X� 2,3I &4 HS- GHT IM See UlhaCon 80 1• C 2-Ur I 114' Elco Crete -Flex 884 I on] EMBED - 7T �11d MAX. 98X3/4'8MS REINFORCEMENT SCREW; 7 PER STILE, LOCATED AI CENTERLINE AND S', r & tr FROM ENDS (FACTORY SILL RISER VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE TABLE 10 A SHEETSS&9. 18 4-W RISER 4.1116'RISER 9-, RISER I I I 01 191KA1 INTO MASONRY TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 2—. EDGE ROW ACING� DISTANCE I� �BP d.. U 1114• nl-7 a 1 111MAX. TABLE 1, ANCHOR TYPES: METAL SUBSTRATES TO BE PROPERLY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE I, SHEETS GA STEEL STUD OR Al EDGE ��i STRUCTURAL. STEEL mum Min. EdgeDISTANCE _. SUBSTRATE TYPO Substrate DETAIL 4 MIN TYP. ANCHORTYPE, EMBEDMENTAND INTO ALUMINUM EDGE DISTANCE PER SUBSTRATE Dlstan� SEE TABL;PE 118' MIN. 8083.75 ALUMINUM SUBSTRATE P.T. 8outhem PNO '.. t_J 1.3/4' e 11 11 1 METAL SUBSTRATES TO BE PROPERLY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE I, SHEETS GA STEEL STUD OR Al EDGE ��i STRUCTURAL. STEEL mum Min. EdgeDISTANCE _. SUBSTRATE TYPO Substrate Anohor MIN Embedment Dlstan� 912 Sheol Metal Sorew OB P.T. 8outhem PNO I/4" Elco Ulracon 1.112' 1.3/4' (so" •" A 114' dao Crete -flex 884 1-112" 1314' Aiumlm n, 6083 -TS min 912 Sheet Mehl Somw (OB) 0.125, INC Steel Stud, Or. 33 min. 912 Sheet Metal Screw (GS) 189a (0.04617 1w A38 Steel 912 Shad Metal Screw (GB) 189e (0.0461' tlr 8 P.T. Swftm Pine (60 c.55) 912 Wood Screw (05) 1-w 314° C naWe (min 2.7 kap IM See UlhaCon 1.318° 1• C Concrete (min. 3.35 kap 114' Elco Crete -Flex 884 1314' T lkp}routed CMU, Jambe Orgy 114' Elco lBbaCon 1-114" 1' (ASTM C-90) 114' Elco Crete -flex 884 1-1/4° 1344" Cormrete (min 2.7 kep 1w Eft U11mcon 1316' D Cwmmte (min. 3.36 kap 114' Soo Crete�Ftex 884 1-314" 2.11r Ungmuted CMU, Jambs Ordy 114• ETao UtmCw 1-114" 2-112' (ASTM C-90) U4' Elco Crete -flex 684 I.1/•t 2-11r NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM 98, IS REQUIREDATALL FRAME ANCHOR LOCATIONS. 6) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. DETAIL 4 INTO STEEL METALSUBSTRATE DETAILS SHOWN FOR HEAD (SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL, EXCEPT POCKET JAMB) cvAIx rU•BYtikeplork4• s aeopyrb g Aaspe�ah �"�L �QW L•ilr r K. n ♦ I • • • • \\\ /// Rwxodw. Oates ReNslar. GROUT AS - • • .� y LYNN yjl NEEDED, • • • ��� ��°N'�c�NSF6p ., J.J. 10/11/11 FBC 2010 CODE MAX. •Ek EDMENi ' � 'y S, SEE NOTE S • • • ' • \' ''•, �� Rerlaed8y: Data' Rffiddw �_ d .:. M,N.2.rKsi SHEET, -- - _----- - -- iSt: No.Se�os J.R. 11/05/13 /A THIS SHEET I CONCRETE @ 2X WOOD BUCKSTRIP EDGE Q. = 1%solIftm OraWaSY• EDGE --�1 SILL PERANCHOR OR FRAMING, SEE DISTANCE DISTANCE REQUIREMENT, — o ; tTArl-I LU VERTICAL INSTALLATION DETAILS J ROSOWSKI NOTE 4. SHEET 1 _ TYP. ANCHOR TYPE, EMBEDMENT SEE TABLE L �1'� ANCHOR E• F�MENT • L • •' AND EDGE DISTANCE PER -- SHEETS • 1�ND EDGE dT C \t1..; SUBSTRATE, SEE TABLET, DISTANCE EPER ; RAT£, ETAS. 1,sItEETB %� Ft0mQ4:••' f9�.` 1 VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL 5 DETAIL.$ . • • • • • Ssj I✓�.� ao BOX w e INTO MASONRY INTO WOOp • • • • • • • • • ONA1- \\ AOKOMIB, Ft $4274 • . • •ZLNNRIMILLIE, � Gvau7Ft 9ze288 0/2770 NTS 6 OF 13 MD SGD570-01 B P.E.9 68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1)INSTALL (6) ANCHOR CLIP INTO TYPE AS USED PANEL IN INSTALLATION, STILE TABLE 1, SHEET 7 (3) #10 X %-1.5° SMS - - ��rIJCtU t'HIVCL liLlt' � FOLD INSTALL ONE CLIP AT THE MIDSPAN PANEL 7 OF EACH FIXED PANEL -TO -FRAME CL1P JAMB LOCATION. (2) p sMs% II SEE IPLATE COVER - F TABLE 2, PLAT SHEETS r X 1-314" 2)INSTALL CUP INTO FRAME JAMB & SUBSTRATE, SEE TABLE 1 �\ HEADER BLOCK TO HEAD ATTACHMENT HEADER INSTALL ONE BLOCK AT BLOCK EACH INTERLOCK. AT ASTRAGAL, INSTALL ONE BLOCK THAT SPANS BOTH PANELS. ' � I A!(2)114"xx2-lt9 I THREAD -CUTTING JAMB TO HEAD ASSEMBLY X1. llaww JAMB TO \`\ P SILL ASSEMBLY \\ , � KEEPER TO JAMB LOCKING JAMB ATTACHMENT r� Oxxx ' REINFORCEMENT PLATE SH owN EO FOR DOORS OVER W.10 ANCHORS @ 10 KEEPER 3", 6-, 9',12", & 40.6° FROM EACH END rnouuCr lrsvma NOTES - I• •w IM pw" 1)DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. P mambec 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION &SPACING, MEAbet M• S) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. R.t•fm m I I% < 4) CONTINUOUS ANCHOR PLATE, ITEM 9% IS REQUIRED AT INTERLOCK ALL FRAME ANCHOR LOCATIONS„ 4 REINF. ®(4) #10 X ®COVER INTERIOR 2"SMS 1 EXTERIOR I / INTERLOCK / \ REINF. @ 1111 I I t l BOTTOM RAIL a PLATE #10 X 2-1(2 • • • • • : • i i • `�.��pNY LYNN /y�i,RoWVdBr. � RevLslar 11 SUPPORT I &` /—SIMS •� ••; �•� '` �t, '��c sF' .FR .� J.J. 10/11/11 FBC201000DE (2) #10 X 1"SMS I "°�rp • • • • • '�V pT 7 RevLoaey.' � pjvWw THROUGH SUPPORT, •' • • • • • N'.X7°5 = J.R. 11/05/13 /A THIS SHEET INTO PANEL � � INTERLOCK SILL RETAINER PANEL •• •• • ° .�� SEz! ���u�ACCESSORIES INSTALLATION DETAILS JROSOWSKI ASSZRABLY' • • •p��`�•taro�� OWORM 7m, DeepCLIP ATTACHMENT ALLXMIL E WE ED, • VINYL SGD INSTALLATION GUIDELINES 11/18/10 ISS ��DD f ''�`� P.O. BOX 1828INSTALL ONE ASSEMBLY AT EACH INTERLOCK NO•ASIEMB A$TEN�RjS1�L1 ��•� NOKOhkt FL 94274 SwbaWodat • • • • •A. LYNN Mu.LER, P.ERev.' CERRT.OFAUri4AMM 570/2770 NTS 7 OF 13 1 MD-SGD570-01 I B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2; THEHEOF `` �H�j;Y' LYNk/i THROUGH AADD&&SILLATTSEACHPANEi FOR C3-1,3 ANCHORS P�.'. IICElV$F •.�C�.��� Series 870 & 2770 Anchor Quentities and Design Pressures MEETING POINT. (Ek: 3N8' HSGIASS+Age' REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MMSPAN OF PANEL). •' '- N0, 58705 : 7� SG BBEL.AYER+3116' FRAME HEIGHT (IN) _ - HS GLASS +7/16r AR SPACE+3H8'TNf.CAP &PANELMAXIMl1MCONFIOURATION 4-PANELMA)eMUMCONFIGURATION ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN - " 80 84 Be 10@ 120 PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE ;h, TE i ;h, TE, TABLE I, SHEET&FOR COMPLETE R.DA,,.•'��`� �� SS • ...... NOM m Q m 00 $ m U m p Q Im �a m U $ m 0 Q $ ee m U m p $ ' 6 m $A 8 m U 2 m 0 8 Q an 8 U m 0 ANCHOR LIMITATIONS. TABLE KEY: A if5PANEL W DM FRAME SIDE gfi NOD P.E.#6670b g HeW&SN C3+1 m Iamb 5 Head & SM C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24 P4=k 8 Design +60.0 0 �- Jamb 6 6 5 6 5 5 6 5 6 6 5 5 8 6 8 6 0 6 8 6 24 P-hook 8 8 8 8 6 8 8 8 9 9 9 9 10 10 10 10 11 11 11 11 Resents ape W (n (1, Design +80.0 +80.0 +60.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +60.0 +60.0 +600 +60.0 +60.0 +60.0 +60.0 Pressure -60.0 -80.0 50.0 -8D.0 -80.0 -80.0 50.0 •80.0 -80.0 -80.0 -80.0 -80.0 46.0 -86.0 -MO 46.0 45.0 55.0 -85.0 1 46.0 --:1O z PANEL FRAMEWIDTH C4 1 n 03+1 Ti C3+1ass 91 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 W WIDTH #OF PANELS - I Jamb 5 5 6 6 6 5 5 8 6 5 6 6 0 6 8 8 6 6 0 6 O 0 M 30 P-hook 8 8 8 8 8 6 8 8 9 9 0 9 10 10 10 10 11 11 11 11 Design >tIn +80.0 +80.0 +80.0 +80.0 +60.0 +800 +80.0 +B0.0 +80.0 +8D.0 +800 +600 +60.0 +60.0 +60.0 +800 +600 +600 +60.0 +60.0LL THE MAXIMUM NEGATIVE DESIGN PRESSURE ATTHESE ANCHOR O C7 0 Pressure 40.0 -80.0 -mo -80.0 -80.0 -80.0 50.0 -80.0 -800 -80.0 •80.0 •80.0 45.0 •85.0 -85.0 45.0 45.0 45.0 •810 45.0 QUANTITIES. �- N r W 00 Head & 381 C3+1 C3+1 C3t1 =1 C5+1 C3+1 C3+1 C3+1 C5+1 CB+i C3+1 CSN C5+1 C3+1 C3+1 03+1 C6+i 06+1 C6+1 C3+1 THE MAXIMUM POSITIVE DP AT THESE W0 Jamb 5 6 5 5 5 6 5 5 5 6 0 5 8 6 8 8 e 6 6 6 ANCHORQUANTTIIESAODITICNALLY, THE MAXIMUM DP FOR THE SILL HEIGHT U l?J pip W (/) 38 P-h00k 6 8 8 8 8 8 8 8 9 9 9 9 10 10 10 10 11 11 11 11 MUST ALSO BE CONSIDERED, SEE LL � Design +80.0 +80.0 +80.0 +80.0 +80.0 +f,0 +80.0 +80.0 +80,0 +80.0 +80.0 +80.0 +600 +60,0 +90.0 +60.0 +60.0 +800 +800 +60.0 TABLE A, THIS SHEET. = Q Pressure ,60.0 -800 -80.0 �.0 50.0 -80.0 50,0 50.0 -80.0 50.0 -80.0 50.0 -65.0 -850 -85.0 45.0 45.0 -86.0 -S&D 46.0 TOTAL>Y OF ANCHORS THROUGH THE r ` Cl) ` � i--' � Head & S01 C5+2 C3+2 C3+1 C3+1 C6+2 C6+2 C3+1 C3+1 C5+2 C6+2 C5+I C3+1 C5+1 C5+1 C5+1 C3+1 C6+i C6+1 C6+1 C3+1 P-HOOK• Jamb 5 6 8 6 5 5 6 5 6 6 7 6 6 6 6 6 6 8 7 6 TOTAL 9 OF ANCHORS THROUGH THE .�., O O 42 P-11001( 8 8 8 8 8 8 8 8 10 9 9 0 10 10 10 10 11 11 11 11 JAM s a- (h rz Design +B0.0 +80.0 +80.0 +8D.0 +80.0 +80.0 *SD.O +80.0 +8D.0 +00.0 +800 +800 +800 +60,0 +60.0 +80.0 +60.0 +600 +60.0 +60.0 FIG 1: z 04 04 Pressure 50.0 -80.0 40.0 50.0 -no -80.0 -800 -80.0 -80.0 -80.0 -80.0 •80.0 •85.0 45.0 45.0 45.0 45.0 •85.0 55.0 -86.0 D-i �•I R ONLENOTH L7 C� Head & Sill C6+2 C5+2 C3+2 C3+1 C5+2 C5+2 Cb+2 C3+1 C6+2 C5+2 05+2 C3+1 C5+2 C6+2 C5+1 C3+1 C5+2 C5+2 C6+1 C3+1 '� ui JaMb 6 8 7 6 6 5 7 5 7 6 8 5 6 6 7 6 7 8 8 6 THE OVERHANG (O INSTALLED WHERE THE OVERHANG (OH) RATIO IS EQUAL ui S 48 P4I00k 9 @ a 8 10 8 8 a 11 0 9 9 10 10 10 10 11 11 11 11 TO OR MORE THAN 11S EXEMPTED Design Pressure +80.0 400 +80.0 480.0 +800 -80.0 +80.0 -80.0 +80.0 50.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 50.0 +80.0 �.0 +80.0 -MO +80A 50.0 +80.0 +60.0 45.0 •85.0 +80.0 56.0 +80,0 46.0 +&LO +80 0 45.0 -85.0 +60,0 +00.0 45.0 46.0 FROM WATER INFILTRATION rtlr�� RESISTANCE. THE OVERHANG RATIO St SHALL BE CALCULATED SYTHE ® � Head & SM Jesuit) C5+2 8 C5+2 6 C3+2 7 C3+2 5 C5+2 6 C6+2 6 C6+2 8 C3+2 5 C5+2 7 C5+2 6 C5+2 9 C3+2 5 TABLE A: p FOLLOWING EQUATION OH RATIO = OH LENGIMH HEIGHT bS57 111 I� 1� SA P-hock 10 8 8 a 11 a 8 6 12 0 9 0 Water-Limited (+) Design Pressure 4 Design 180.0 +80.0 +80.0 +BD.o +80.0 +80.4 +80.0 +80.0 +80.0 +80.0 +80.0 +800 Nominal Sig Achrei SAI Max. (+) DP 1)THE LESSER VALUE OF TABLE A AND TABLE 2 DETERMINES THE x Pressure 50.0 80.0 80.0 430.0 50.0 80 0 �.0 �.0 80.0 50.0 500 50 0 • • • • Height Height Allowed WATER LIMITED (+) DP. Head & S@ C5+2 C5+2 06+2 C3+2 MOM2) C6+2 C5+2 C6+2 .2 C6+2 C6+t E6+ est 1-11H8° 1.8�" See 2) ffi Tight THE 1.11118' SILL MAY ONLY BE USED WHERE WATER Jamb 6 6 8 5 6 8 8 6 7 J• •1 • •5 • • • • • • • 34/2° 3.484" +6D.0 Pot INFILTRATION RESISTANCE IS 60 P-hook 10 8 8 8 10 8 @ 8 1• 0• •10 • •ID • • • NOT REQUIRED OR OVERHANG IS • • • • 44110° 4.037" +80.0 Pat PER FIG 1. IF $0, (+) DPS SHOWN Design +67.0 +80.0 +80.0 +80.0 +87.0 +800 +80.0 +80.0 + 7.0 + + . +80.0 IN TABLE 2 MAY BE USED. "W DUCT kFVL%ZP Pressure 47,0 50.0 -80.0 50.0 47.0 -80.0 -8D.0 50.0 -67.0 -80.0 50.0 50.0 4-W6• 4.614° +1000 psf m "wpj Y wi(k tke F;G" NOTES tea. l§-If 2 RelnrorcomenteRequired. (See Parts •nGhost 10) • Interlock Look/Fb(ed Sipe Astragal Astragal Addan Top%BOtiom Rab l'I ••• (P 4, 2� • •las• TYPe 1)O L�A01'"O 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SAEETS -0 FOR ANCHOR LOCATION & SPACING tsprig6�flew /b �� r(Aw Pe(t0 26 Pelt@ Ped@ 28 ReglrAed !dT Hsi o�188° A 3) S EsIABLES �) CFQNT1 4 FOR REWORCEMENT REQUIREMENTS CHOR PLATT ITEM 88, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. Pad@ 20 Ped@ 28 6) PA'lgE]l S NOT INCLUDE INTERLOCK OR ASTRAGAL ADD ON. 8) SEESHEET 2 R APPLICABLE DLO PER PANEL SIZE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3: ane• He GLASS +.M aG W SI AYPR+3ne• WMA80+7A8•AR SPACE+3ne• TWT. CAP Series 2770 Anchor Quantities and Design Pressures FRAME HEIGHT PQ &PANEL MAXIMUM CONFIGURATION 80 84 98 PANEL W1 FRAME SIDE 111 11 fi i a AAA Head & 810 03+1 03+1 0341 C3+1 03+61 C3+ C3+1 I Cill 05+1 C3+1 I C3+1 0341 o F Jamb 5 8 6 5 5 8 8 8 8 8 S 8 24 P -hook I 8 5 i 8 9 I 8 8 8 8 9 9 0 9 C3+1 C3+t C3+1 Design P7eseum +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 40110 •100.0 •100.0 -100.0 -100.0 -100.0 400.0 -100.0 ==== C3+1 1 Head&910__ assis 08+1 C3+1 C3+1 03+1 C6N C3+1 03+1 C3+1 06+1 C6+1 C8+1 03+1 C3+1 -- Jame I 5 8 8 a 8 8 5 6 8 8 5 30 P -hook 8 8 8 9 8 8 8 8 0 9 9 0 S Design Pressure +100.0 +100.0 +100.0 +100.0 +100.0 1 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 -100.0 •100.0 -100.0 •100.0 •100.0 -100.0 1 -100.0 1400.0 -100.0 400.0 14110.0 -100.0 5 Head &Bill 05+2 CIO C3+1 03+1 06+2 C&+1 C6+1 C30 C5+2 DIM 116+1 C3+1 6 Jamb 6 6 8 5 9 8 8 5 6 8 7 5 38 P -hook 9 6 8 8 9 8 8 8 10 9 9 0 8 Design Pteseure +100.0 +100.0 +100.0 +1100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 .100.0 -100.0 •100.0 •1011.0 4LO •100.0 •100.0 -100.0 •100.0 -100.0 •100.0 -100.0 9 Head & 8111 C5+2 CS+2 CB+2 C3+1 C6+2 C6+2 05+2 CD+1 CS+2 C5+2 05+2 C3+1 9 1 Jamb 0 6 7 8 6 8 7 8 7 8 8 8 42 P-tlaok io 8 8 8 10 1 8 5 a 11 a 9 9 +60.0 +80.0 +60.0 Design Preasure +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +98.0 +100.0 +100.0 000.0 -100.0 -100.0 -100.01-100.0 •100.0 •100.0 400.0 -100.0 -811.0 -100.0 •100.0 -100.0 Pmssore Head&SOI C5+2 Dill C5+2 1 03+2 06+2 05+2 06+2 C8+2 05+2 C6+2 06+2 05+2 40.0 Jamb 7 8 8 6 7 6 0 0 7 7 10 9 48 P -hook 11 8 8 8 12 8 8 8 V a 10 10 40.0 Design PresSUM +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +tW.O +87.0 +100.0 +1W.0 +100A -100.0 -100.0 1400.0 •100.0 •100.0 400.0 •100.0 -100.0 67.0 -100.0 •100.0 400.0 03+1 C3+1 03+1 C3+1 C3+1 C3+1 C30 Reinforcements Required, (See Parts anShoot 10) olqA Interlock LocldFbnxd We Astragal Astragal Addon 7000oSom Roll C3+t Pao 29 Peg 28 Ped/ 26 Pad 30 Pa1W 28 TABLE KEY: i PANEL FRAME WIDTH SIDE tw) Heed 8 Sf Jamb 24 P -hook Design Pressure TABLE 4: Sn6• HE GLASS +0W PYa NIDeAYFR+3178• ANC LA88+7ne•AR $PACE+3n8•TW.. CAP a Series 670 & 2770 Anchor Quantities and Deign Pressures FRAME HEIGHT QN) S -PANEL MAXIMUM CONFIGURATION 80 184 a8 Max. (+) DP Allowed PANEL WIDTH FRAME BOE, a AAA m o o F a I- m o $ o F a F m +- v +- mo +- +100.0 psf Head & BIO C3+1 C3+1 C3+t C3+1 C3+1 C3+1 C3+1 1 C3+1 1 C3+1 C8+1 C3+1 C3+1 Jamb S 8 S 6 S S 5 $ 5 8 6 5 24 P -hook B 8 8 1 8 8 8 8 8 9 B 9 1 0 Design+60.0 +80.0 +60.0 +80.0 +60.0 +50.0 +60.0 +110.0 +60.0 +80.0 +60.0 +110.0 Pmssore .80.0 80.0 -80.0 40.0 40.0 -80.0 40.0 40,0 40,0 40.0 40.0 40.0 Heed & SM 03+1 C3+1 03+1 C3+1 C3+1 C3+1 C30 Cl C3+t 03+1 03+1 C3+1 Jamb 6 S 6 8 6 6 5 6 6 S S 5 3o P47ook 8 8 8 6 8 8 8 8 9 9 9 8 Design +80.0 +W,O +80.0 +60.0 +80.0 +BaA +60.0 +80.0 +80.0 +60.0 +80.0 +80.8 Head & SN C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 1X3+1 C3+1 Jamb 8 5 8 5 S 5 8 6 5 6 5 S 36 P-Mok 8 8 8 8 8 8 8 6 9 9 9 9 Design +80.0 +811.0 +8D.0 +80.0 +80.0 +80.0 +60.0 +%0 +80.0 +8011 +80.0 +80.0 Preseure 411.0 40.0 -80.0 40.0 -80.0 -00.O -80.0 440 4011 40.0 60.0 40.0 Hemi & 861 C3+1 C3+1 C$+1 03+1 pat C3+1 03+1 CS+I Cal 03+1 C3+1 C3+1 Jamb 5 6 6 S 8 6 6 5 8 5 8 S 42 P -hook 6 8 0 8 8 8 8 8 9 9 9 9 Design +80.0 +80.0 +60.0 +00.0 +60.0 +80.0 +09.0 +60.0 +DOA +00.0 +60.0 +me POW"116 40.0 40.0 60.0 60.0 60.0 -WO -6011 60.0 -86.0 60.0 -Sl 4011 Head & 861 C3+2 C3+1 GS+1 C3+1 C3+2 C3+1 C3+1 63+1 C5+2 C3+1 C3+1 C3+1 Jamb S B 6 S 6 8 S 8 56 8 6 48 P-Mdt 8 8 8 8 8 8 8 8 9 9 9 9 Deslga +80.0 +60.0 +80.0 +80.0 +80.0 +80.0 +80.0 +BDA +80.0 +80.0 +60.0 +80.0 Pressure 60.0 60.0 40.0 40.0 60.0 60.0 1 60.0 1 40.0 1 60.0 40.0 40.0 40.0 ReiMore reente Required. (See Peds on Shoot 10) Bless Typo, Interlock LookJFixed Site Aslregal Aehqal Addon ToplBdlom Ref (bee Shoot 1) StelMard Pads 28 Pad028 Pad028 PBn830 Pads28 8 Th=W,()$bn Pans 28 Pad&27 PaOs 27 POW30 Pmts 27 &C ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DEMON TABLE A: PRESSURE, IISWG THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE 1, SHEET FOR COMPLETE ANCHOR LIMITATIONS. A TOTAL O OF ANCHORS CLUSTERED THROUGH THE 8 AT C • PANEL MEETING POINT. (EX: FOR C3+1, 3 Al T F IVE • • MEETING POINT AND t ANCHOR REQUIRED AT AN OF P EL). • • • • 3+1 5 TOTAL# OF ANCHORS THROUGHTHE JAMB. • • • • • • • 8 TOTAL 9 OF ANCHORS THROUGH THE P -HOOK. • • • • • • • • an pp p THE MAXIMUM POSITIVE DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, mtted (+) Design Pressure a Actual 810 Height Max. (+) DP Allowed k 1.1388" See 2) below 3.484° +60.0 Pat 4.03r +60.0 Pat 4.618' 4.814° +100.0 psf FIG 1: .r THE MAXIMUM DP FOR THE SILL FBIOHT MUST ALSO BE CONSIDERED, SEE 1) THE LESSER VALUE OF TABLE A AND TABLES TABLE A, THIS 9H£ET. NOM. • • • • • • • • • • 3 ANUgERTEF�dtl� THE WATER LIMITED (+) DP. PANEL o FRAME WIDTH THE MAXIMUM NEGATIVE DE8IGN PRE33UR� WTHE 1-1016' St MAY ONLY BE USED WHERE WIDTH OOF {,T�tdESE�1NCHOR QUS. AT RMFO.TRA RESISTANCE IS NOT PANEL3 • • • • • • 1ft1V�RfiD OR I8 PER FIG 1. IF SO, • •• •• •• +pp' V*pN IN LES3AND4 MAYBE USED. • • • _ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IYV�W 1) DETAILS APPLY TO 2,3 AND 4 TRACKCONFIOURATIONS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, REM 118, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 8) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADDaON. 6) SEE SHEET 2 FOR APPLICABLE DLO PER PANEL 3¢E. OOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) RATIO IS EQUAL TO OR MORE THAN t IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. THE OVERHANG RATIO SHALL BE CALCULATED BYTHE FOLLOWING EQUATION: OR RATIO .OH LENGTHIOH HEIGHT iP'ROBUCTk5;VLWA :• sa•Pl7In8 with the I%AU liutAap Cade p Aaoopt•we Na l 4 ` / _ r U d161►adae t3ab en ji - 81I "(ill 4f, . ""iii No. 58705 ��'• CA � ST TE �� '•II/�� • •. FIORIOP.••Cj\�.� �S,S/ONA%- \\ A Aw MLLl1.Ley P.E PLEA 58705 O � In O LFI 7 uLL a W M O NO m g Q Z ~ r Cn z Z CL � N O � . 0 �•-�- 6.876• -og-+I T 6.8Tb' ►I �O OU T 1oa oIsw toa dam® 3.O' / REINFORCEMENT COVER 1.87a 110• 5.696• .43at51r +.4126• f Sb86' 2 TRACK HED/JAMB ®� RIGID PVC L U 2 �3' 2.7s8 400 22a 2 2.7ss• O RIGID PVC 02 TRACK SILL 1 L RIGID PVC ^^ T . {l 1260 .ter +2a . I 0 O �ft8�4•t 151r D Ip O_ ❑ ❑ ❑ ®.400 PLATEREINFORCEMENT SMS-TSALUM. MENT AND STILE ®AND STILE ®REINFORCEMENT ® REINFORCEMENT REINFORCEMENT REINFORCEMENT 60o8•TBALUM. 8005-T5 ALUM. .too` _�-JJ® 1 8005-T5 ALUM. COMPOSITE d�� 2511' - 3 3 TRACK HEAD/JAMB 0 RIGID PVC tae2s ® 3 TRACK SILL RIGID PVC oso fl 50.855• I�Of O r 1 .100• O 5.483• R.w 700• 4278` ❑ ❑ ❑ .t0a ❑ 1512• 0 O O d�l�a1G�7i �l 1�---1i® �U 1 1 UIF+ .126• 2.71a 4Bib' O RIGID PK EAD/JAMB © 4 TRACKPVC ILL t If 2287 .1260 ��o l 2.tfa -{ I► 1.876• - ►{ }� S4a I ow ^ s�z� 4:i t aaa aa0 ®REINFORCEMENT ADD-ONTRAGAL PLATE REINFORCEMENT �g ADAPTER K ASTRAGAL � RIGID PVC DAN @ PANEL STILE, TOP AND BOTTOM RAIL RIGID PVC RIGID PVC tw 126• T w - 0� 501 _F- 600646 ALUM. 8063-T6ALUM. FRAME SCREW ANCHOR PLAT COVER © 6083.76 ALUM. RIGID PVC o4 .m. TRACK INSERT +KEEPER Q BOTTOM O RAIL Q 6063-T6 ALUM. O 8083-T6 ALUM. 11 6063-T8 ALUM. +197s'r j t.e9r r 1.3`13' I~ 1593• 1 �0 t I► L +. 1.827• 1.435'{� 1.467. .962• I 1-435' 1� �- 1,4ar j� � I I 'T I Jj T 151�a L .329• pgg• BOX SCREEN BOXX SCREEN BOX SCREEN BOX SCREEN BOX SCREEN ® 01 ® ® ® 4520 Dao' Ass' ow Sao• TOP RAIL BOTTOM 8063 -TB ALUM. 8083-T8 RAIL SIDE RAIL ALUM. 6983-T8 ASTRAGAL OXO ADAPTER ALUM. ADAPTER 6083-T8 ALUM. vWauCf• k&v&w w as toawYA r" Nm7Ct 12 OUTER COVER SILL 13 COVSILL TRRACK CREENHEAD 14 BADDD-ON SCREENOX SILL 15 TRACK SCREEN © BOXAN JAMB ADD-ON r' -� f t.�t• I �-� 1 1.081• 6083-T6ALUM Ad 11�� RIGID PVC RIGID PVC 8083 -TB ALUM. 6063-T8 ALUM. RIGID PVC _T-�- 1.7I7s' � f.zaz'F.{ .045' .076• 7.778• K jS� - tiox--� 782• .-[. .ma }�' 7.� toss• 1.863' 258r 5.434• F+- 2584 ►{ q gqp , s 778• '{�.�I .060• -- •088• --^'. I .OB4' 2.876 --moi m STD. SCREEN 111 STO. SCREEN ,15 STD. SCREEN FIXED PANEL CUP TOP/SOT. RAIL SIDE RAIL Q ASTRAGAL ® 6063-T6 ALUM. 1.983• 8063-T6 ALUM. 8063-T8 ALUM. ADAPTER .080• - '�' 580• • • • • • >�or • • III I 6083-T8 ALUM. • • • • SILL RISER SILL RISER SILL RISER P -HOOK t)APTOR pt{ep{� • • 08083 TBALUM. 18 8083 TBALUM. 8083 -TB ALUM. 8083 T8 ALY • i • • • ��� VYNN • �� �� Ili r`•��O' �`CERSF '�� ,��i RG*WBr. VM' navwm: J.J. 10/11/11 FBC 2010 CODE r No, 58298 J,R. 11/05/13 A THIS SHEE +�+ +281• 2820 - -T _T 1.0+• '•s°°' 173• •a�-- . ... .. • ' w Z 1 f w : ® l070TECiM10LO0Yt7RIVE PAR DETAILS J ROSOWSKI 718 !>�x 7 •00 0'126• '" ' � \� ,� Ft°R'°••' t�` ut FL3wo VINYL SGD INSTALLATION GUIDELINES 11/18/10 1-1118" BEVELED BED 1-1118° OGEE �RIGIO O BEAD 1-3116° OGEE BE%D i �aiook RE&WRCrIMENT • ®RIGID • /�SSfONA�-ti��� •A N oAN 4 spoet pr N,• R PVC RIGID PVC PVC •®� ATE • • 8083-T8 ALUM. LY�1N ucn, P E p,E O gs7� c> Rr. °Faurtt.tne[ss 570/2770 NTS 10 OF 13 MD-SGD570-01 B ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Part # PGT. # Description 1 619001 2 -Track Head/Jamb 2 619002 2 -Track Sill 3 619026 3 -Track Head/Jamb 4 619026 3 -Track Sill 5 619027 4 -Track Head/Jamb 6 619028 4 -Track SUI 7 619009 Frame Screw Cover a 610031 Anchor Plate 9 619007 Track Insert 10 619029M Aluminum Keeper 11 619036 Bottom Rall Support 12 819008 Outer SIII Cover 13 619011 $01 Track Cover 14 619039 Box Screen SIII Add-on 15 619012 Outer Screen Track (Standard Screen) 16 619038 Box Screen Head and Jamb Add-on 17 619MA Sill Riser -1—MM 18 619023A SUI Riser - (DP80) 19 619024A SIU Riser -(DP100) 20 619032 P -Hook Adapter 21 619020 P -Hook 24 619014 Reinforcement Cofer 26 810030 Reinforcement Plate 28 610017M Top, Bottom and SWe Relnf. (Altar) 27 19048 Top, Bottom and Stile ReW. (Comp.) 28 619018M Interlock .300 Reinforcement 29 619013M intedook .400 Reinforcement 30 619019M Astragal Reinforcement 31 819036 Reinforcement Plate 35 818006 Interlock Adaptor 36 819008 Astragal Add-on 37 619004 Panel StQe, Top/Bottom Rall 40 718609 .187 x .280 Finseal (SWe) 41 71886K 1412" x 1" x 314" Fin Seat Dust Plug 42 419041 Interlock Clip Cofer 43 78153X Tandem S.S. RollerAssy. 44 78163N Tandem Nylon Roller Assy. 45 619043 P -hook Reinforcement Plate 46 710X125FPSDX 910 x 1-1W Fl PH SMS NOTES 1)SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. Part # PGT. # Description 50 419042 Frame Header Block 61 48052 Roller Adl. Hole Plug 62 41736 SOD Panel Comeatong 53 41736 SGD Panel Com"ong Cover 66 71698 Dust Plug Be 44386 4 Hole Bumper Stop 68 1 819037M Fixed Panel Clip 59 716986 SUI Plug 61 78X38PPTX #8 x 3/8" Ph. Pn. TEK Screw 62 78X34PPSDAX #8 x 3/4" FI. Ph. TEK - S.S. 63 781PSTX #8 x 1" Quad - S.S.. 64 781PDX #8 x 1" Pn Quad - S.S. 68 7OX114PHPT41OX #8 x 1-1/4" Ph. Pn. TEK 68 710X1PPSDAXX #10 x 1" Ph. Pn. TEK - S.S. 67 710X115PPX #10x 1-1/2" Ph. Pn Keeper Screws 88 710X2PPX #10 x 2" Ph. FI S.S. Screw inn ook Keeper 70 712XI12PP 012 x 1-1/2" Ph. Pn. A 71 612033 GE 7700 Silicone 72 612026A Dow coming 995 SUicone 73 71728K Neoprene SettMg Block 1"x4"x1/18" 74 617363 Metal Spacer - 9132" 76 84863K Urethane IG Sealer 76 617366 Sillcone-Foam Super Spacer- 7118" 77 6FP95K Hot -melt Butyl 78 619010 1-1/18" Beveled Bead 79 619016 1-1118" Ogee Bead 80 619016 13116" Ogee Bead 82 62139 Ogeo Vinyl Murtha 83 83809 Insulated Glass Munbn - Hotzontel 84 4CONN LG.Intereectton 85 7668K I.G. Gridlock Clip - 7/16" 86 75801K I.G. Gridlock Clip - 5118" •• ••• • • • • • •• •• ••• •• • • • •• • ••• ••• ••• ••• ••• • •• •• •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Part # PGT. # Description Box Screen 9a 612256 Screen Tap Rall 01 612267 Screen Bottom Rap 92 612268 Screen Side Rall - Lockatile 03 64344 Screen Astragal 94 617349 OXO Screen Astragal Adapter 96 04428 Screen Double interlock 96 617347A Screen Bug Flap 97 41818K Screen Keeper Spacer Set 98 720X1X 1/4-20 x 1" S.S. 99 72OX112X 1/4-20 x 1-1/2" S.S. 100 717930 Watp, .270" x.160" - Fin Seal 101 7SRAZ Standard Roller 102 7SRAX Standard Roller- S.S. 103 7LOCKWGS Screen Lookset 104 41818K Screen Lock Keeper Spacers inn ook Keeper Standard Screen 190 612033 Screen Frame - To Bottom Rall 111 612026A Screen Frame - Side Rall (Latch) 112 612033 Screen Frame -Side Rail 113 617363 OXO Screen Astragal Adapter 114 84863K Vinyl Astragal 115 617366 Screen SIU Adapter 118 1 6FP95K Bug Flap 117 1 7R42DK Rivet 74X1PA #4 x 1" Ph. Pn. SMS 7SX112PSATS #8 x 1-1/2" Ph. Pn. SMS A Z 41703N Screw Boss Bushing r122 712027 Comer Key Wheal Assy. (Standard) 712OZ788 CanerKey Wheel Assy. (S.S. wlbeadng) 41806K Screen Handle 41806 Screen Handle Slide 125 704/66 Screen Latch Asay. 126 7SNKPN Screen Keeper 127 61693K Serrated Screen Spline -.146" 128 61692K Screen Spline -.165F 129 61694K Screen Spline -.160" 130 61818C20 Screen Cloth Is" p4bew at1s Beptnar• 1M7 Rps�i _� •ic •'• No• 58705 � � JA, P '• S ATUF �_�� �., PWR\OP" �C)' Ati NJ A. LSrtJN MtddWP.E. P.F-# W7M O In � 0 O CO LL o to C7 O Z �- C', � O � CO g Z UJ Z r LLL O y N c J m TYPE STANDARD REVERSE 2P2TXX A M A 2) MAXIMUM OF (4) FOUR PANEL CONFIGURATION FOR FRAME M HEIGHTS OVER 9W AND UP TO 120`. 2P2TMP s A R X0 A OX 3P3T 3 O K T 3P2T P M R A 4P4T Ol(0 OXO 3P2T D K N A NOT AVAB ABLE 2P2T XXX M 3P3T D g A M os K F R go A 4P2T J M F M 3P3T xxx D g P M K F M 'A— 8P4T Xxo X70( A'= 6�Y�i•.• STA E :' �C: L D M 4P2T R P NOT AVAILABLE • • • • i • • OxXO • Pa Box M=b* A134274 L D 4P2T M A Dc NOT AVAILABLE D K 4P4T B 8 A J J M F F M A U U G.«.M DS X)00( gD A XXXX D e K F 4P4T s P F R J J M A U U • icy )xxo 0700( • L D L D 6P3T R F P B P trllpof NO L D A FP3T L D S M NO X7000( SCREEN NO • Xx700C SCREEN • TYPE LEFT HAND POCKETS LEFT HAND POCKETS 1P2T 1) MAXIMUM OF (8) EIGHT PANELS UP TO 88' FRAME HEIGHT. 2) MAXIMUM OF (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 9W AND UP TO 120`. 2P2T s A M F xx xx 3P3T g B A F F M XXX XXX 4P4T B g g F F F • •INVEMOR • A X700( M 7000( 2P2T c M •• a--• XX tiQ;' 4P2T e C Xxxx F M BP3T B B C X70000( F F M 8P4T B s I F F F 6�Y�i•.• STA E :' �C: C )0000000( M ••• • • • • •i• i • • • • • • • • • • • ••• • • • ••• • • —�—m i m a W. - - - =tet r 9:Yi- =gam"t 7=� MO nwoucr kav"D 7• e�•�rlt• wkly 1St Ybr� paWgCade AaapaenMo Z ,C}' ax*sr oav D7eN ti% ay %Sea tsn.m o.a rae • J.J. 1 10/11/11 IFBO201000DE %VbsdBy.' I Dela: I Rew*w J.R. 11/05/13 /A THIS SHEET DreumBy SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 570/2770 NTS 12 OF 13 MD-SGDb70-01 B NOTES 1) MAXIMUM OF (8) EIGHT PANELS UP TO 88' FRAME HEIGHT. 2) MAXIMUM OF (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 9W AND UP TO 120`. 3) MAXIMUM DOOR FRAME WIDTH (EXCLUDING POCKETS IF APPLICABLE) IS LIMITED TO 487.11118'. ■ • • • • • • • • 111111 • • • • • • • • �`Z�a�\pENSF•'' �R ��i� • •INVEMOR • • • `R` : pc ' •• a--• • • tiQ;' EXTERIOR ) { a • �y �i • 6�Y�i•.• STA E :' �C: 1870 TfiVRNOL0GYDRlVE • i✓ • • i`7}f� •., FLOR\O0:•' ''S/ON��"'\`��� N. VENICE, FL 34276 • • • • i • • • • Pa Box M=b* A134274 • • • •A LYM1W L�LLLF�,iP.E. P.E.&88798 CERT. OFAUTA•29M ••• • • • • •i• i • • • • • • • • • • • ••• • • • ••• • • —�—m i m a W. - - - =tet r 9:Yi- =gam"t 7=� MO nwoucr kav"D 7• e�•�rlt• wkly 1St Ybr� paWgCade AaapaenMo Z ,C}' ax*sr oav D7eN ti% ay %Sea tsn.m o.a rae • J.J. 1 10/11/11 IFBO201000DE %VbsdBy.' I Dela: I Rew*w J.R. 11/05/13 /A THIS SHEET DreumBy SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 570/2770 NTS 12 OF 13 MD-SGDb70-01 B P SINGLE • FIXED ••• INTERLOCK • LOCKSTILE R FIXED �_ SINGLE J LOCKSTILE ASTRAGAL INTERLOCK T ASTRAGAL FIXED (BOX OUT) OUT • LOCKSTILE U ASTRAGAL • • • T ASTRAGAL •• FIXED (BOX IN) IN •• LOCKSTILE (BOX OUT) LOCKSTILE • OUT S FIXED ASTRAGAL (BOX IN) LOCKSTILE IN L SINGLE ASTRAGAL (BOX OUT) INTERLOCK OUT LR ASTRAGAL — SINGLE (BOX OUT) OUT INTERLOCK N ASTRAGAL SINGLE (BOX IN) IN _ INTERLOCK c SINGLE ASTRAGAL (BOX IN) INTERLOCK I.N• • • • B SINGLE SIMI • INTERLOCK INTERLOCK • LOCKSTILE •• SirtE• M INTERLOCK • F SINGLE • SINGLE ••• INTERLOCK • INTERLOCK H SINGLE SINGLE J INTERLOCK ASTRAGAL INTERLOCK K SINGLE LOCKSTILE INTERLOCK INTERLOCK • • • U ASTRAGAL • • • (BOX OUT) OUT •• LOCKSTILE • •• •• LOCKSTILE (BOX IN) IN • ••• A SINGLE LOCKSTILE INTERLOCK D LOCKSTILE SINGLE INTERLOCK J ASTRAGAL LOCKSTILE OUT (BOX OUT) J ASTRAGAL LOCKSTILE (BOX IN) IN i i i plait • • i i • ��Y LYNN i ••i i•i •w`�rdViceNAF • • • !�� ; No. 55705 �± •i•XTERIOR • G�w0 -� E ly, �-o {� STA E F j •''� ``••'•. fiLORiOQ;.•�`�ji�`` 1070TECHNOLO BORNE 75 • i • i s • i • �� /ON A1- �`NMOMis�, FL • • • 0.L�P.E0587 R P.E. CERT. OFAUM P.E.q 8870.5 ••• • • • • ••• • • LOCKSTILE DOUBLE INTERLOCK J LOCKSTILE ASTRAGAL SD SINGLE 4zi DOUBLE INTERLOCK INTERLOCK • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C DOUBLE �^^^^ '� ASTRAGAL INTERLOCK M LOCKSTILE DOUBLE INTERLOCK J LOCKSTILE ASTRAGAL SD SINGLE 4zi DOUBLE INTERLOCK INTERLOCK A DOUBLE LOCKSTILE INTERLOCK U ASTRAGAL LOCKSTILE DS DOUBLE SINGLE INTERLOCK • INTERLOCK NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURKRONS. 2) SEE SHEETS 2-4 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 2-0 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, REM 08. IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. J.J. 1 10/11/11 IFBC201000DE to wdW.. aft, J.R. 1 11/05/13 1 /A THIS SHEET nw9vcra9vwm a ta•om7 wkb Me Plo" pt&9Ai � . u ti a n mr. PA L TYPES J ROSOWSKI mw ✓INYL SGD INSTALLATION GUIDELINES 11/18/10 570/2770 NTS 113 OF 13 M SGD570-01 B