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WS-17-1460 1460 Miami Shores Village ! Fi17i1 T ?£ ttQIl1 , 10050 N.E.2nd Avenue NEji!i tork C1as 7c .phi �l Miami Shores,FL 33138-0000 poit Vito$; .. Phone: (305)795-2204 RI -y Expiration: 12110/2017 Project Address Parcel Number Applicant 1280 NE 102 Street 1132050220030 Miami Shores, FL 33138-2618 Block: Lot: MARK&DENISE JUANICO Owner Information Address Phone Cell MARK&DENISE JUANICO 1280 NE 102 Street MIAMI SHORES FL 33138-2618 1280 NE 102 Street MIAMI SHORES FL 33138-2618 Contractor(s) Phone Cell Phone Valuation: $ 51,277.72 THE HOME DEPOT USA INC (954)336-0881 .... ... _., Total Sq Feet: 0 Type of Work:23 WINDOWS REPLACEMENTS AND 2 DOOR Available Inspections: No of Openings:25 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $31.20 Invoice# WS-6-17-64168 DBPR Fee $5.25 06/01/2017 Check* 13434 $50.00 $408.70 DCA Fee $5.25 Education Surcharge $10.40 06/13/2017 Check*13513 $408.70 $0.00 Permit Fee $350.00 Scanning Fee $15.00 Technology Fee $41.60 Total: $458.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fut a ore authorize the above-named contractor to do the work stated. June 13,2017 XuthpAzed Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 13,2017 1 hvRgpt--kl ( lLf1 S q - 3 %- oge1 1 Miami Shores Village RECEIVED Building Department JUN O1 01� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S-" FBC 20" BUILDING Master Permit No. 1� "' yy�0 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1280 NE 102 ST City Miami Shores County: Miami Dade Zip: �� Folio/Parcel#:11-3205-022-0030 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Mark T. Juanico Phone#: -7.F I,-�S2 Sig Address:1280 NE 102 ST City: Miami Shores , / state: FL' Zip: 33138 Tenant/Lessee Name: N 1A Phone#: Email: WIN CONTRACTOR:Company Name: The Home Depot USA INC Phone#: 9543360881 Address: 2455 Paces Ferry RD C-20 City. Atlanta State: GA Zip: 30339 Qualifier Name: Raquel Swanner Phone#: 9543360881 State Certification or Registration#: CGC-1514813 Certificate of Competency#: DESIGNER:Architect/Engineer: W10k- Phone#: Address: City: State Zip: Value of Work for this Permit:$ 56107#7a Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Uj l n VID J3S lid P LAtet 1';eWTS 2a zrM P A vir "DOPA. Z trnPA&r Specify color of color thru tile: Submittal Fee$��' Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ C TOTAL FEE NOW DUE$ J (Revised02/24/2014) 4 1Bonding Company's Name(if applicable) Bonding Company's Address Zip Mortgage / r City�¢ s/� }9 State Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 fist 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. Signatur �, /` Sig —' 0 ER or AGENT CONT ACTOR The foregoing instrument e�was �acknowledged before me this The foregoi strument was acknowledged before me this 42&day of G�/ rY 20 ,by day of rA by (lf1kk —TJA f3l.C;, who is personally known to G who is personally k wn to me or who has produced ��r� 1. �/ � Lme or who has produc as identification and who di tak a identification and who take an oath. ou••, MARK ACKERMA o; ARY PUBLIC: NOTARY PUBLIC: ' _Notary Public-State of Flor a Commission#FF 137122 My Commission Expires Sign:, Z Octo Si Pri�: �Q G �� Print- L Seal: Seal: �.�s�ar'Aua.,, MA USKA MORALES °s `�•_ Notary Public-State of Florida e•0 Commission#FF 220108 gM�ry C*o*mm.E�P��>rf*�!f t,�,,,�,f A WII@�throughNational Notary Assn. *********** APPROVED BY " Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application Miami-Dade County Page 1 of 5 .m ME - 1 r cn� P i' IMPORTANT MESSAGE When buying real estate property,you should not assume that property taxes will remain the same.Whenever there is a change in ownership,the assessed value of the property may reset to full market value,which could result in higher property taxes.Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes.Please visit the Tax Collector's website directly for additional information. Address Owner Name Subdivision Name Folio SEARCH: 1280 NE 102 St Suite D PROPERTY INFORMATION Folio:11-3205-022-0030 3 � Sub-Division: a MIAMI SHORES SEC 8 AMD&REVS " Property Address € 1280 NE 102 STS `��•`� +r� �y�'�- '� ✓ Kik Miami Shores,FL 33138-2618 �d ► Owner a � � DENISE JUANICO a. MARK T JUANICO Mailing Address 1280 NE 102 ST MIAMI SHORES,FL 33138 PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ f ' Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT '=4 Beds I Baths I Half 3/3/1 Floors 1 x 4�1 x Living Units 1 fr " � � � �� a •,S � �a� - � n Actual Area 3,314 Sq.Ft a 3 Living Area 2,326 Sq.Ft �k Adjusted Area 2,881 Sq.Fffi t Lot Size 12,882.6 Sq.Ft Year Built 1961 h4://www.miamidade.gov/propertysearch/ 6/1/2017 Property Search Application- Miami-Dade County Page 2 of 5 Featured Online Tools Comparable Sales Glossary Non-Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2016 2015 2014 �v I Land Value $430,486 $392,085 $347,627 IIIIUUUU �-` �� Building Value $200,518 $200,518 $195,332 Feature Value $17,946 $12,643 $12,662 Market Value $648,950 $605,246 $555,621 Assessed Value $297,498 $295,430 $293,086 TAXABLE VALUE INFORMATION 2016 2015 2014 COUNTY Exemption Value $50,500 $50,500 $50,500 Taxable Value $246,998 $244,930 $242,586 SCHOOL BOARD Exemption Value $25,500 $25,500 $25,500 Taxable Value $271,998 $269,930 $267,586 CITY Exemption Value $50,500 $50,500 $50,500 Taxable Value $246,998 $244,930 $242,586 REGIONAL Exemption Value $50,500 $50,500 $50,500 Taxable Value $246,998 $244,930 $242,586 BENEFITS INFORMATION Benefit Type 2016 2015 2014 Save Our Homes Cap Assessment Reduction $351,452 $309,816 $262,535 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Civilian Disability Exemption $500 $500 $500 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). FULL LEGAL DESCRIPTION http://www.miamidade.gov/propertysearch/ 6/1/2017 Property Search Application-Miami-Dade County Page 3 of 5 5 53 42 AMD PL OF PORT OF REV PL OF MIAMI SHORES SEC 8 PB 41-64 W1/2 LOT 2 LESS S4.2FT OF W51 AFT &LESS S12.8FT OF E48.6FT BLK 185 LOT SIZE IRREGULAR OR 18677-2009 07 1999 4 SALES INFORMATION Previous Sale Price OR Book-Page Qualification Description Previous Owner 1 12/28/2011 $100 27946-3431 Corrective,tax or QCD;min consideration DENISE JUANICO 07/01/1999 $0 18677-2009 Sales which are disqualified as a result of examination of the deed 04/01/1999 $0 18653-0317 Sales which are disqualfied as a result of examination of the deed 11/01/1993 $225,000 16128-2178 Sales which are qualified 05/01/1981 $213,500 11115-2351 Sales which are qualified 02/01/1979 $125,000 10306-2411 Sales which are qualified 05/01/1977 $95,000 09675-1049 Sales which are qualified For more Information about the Department of Revenue's Sales Qualification Codes. 2016 2015 2014 LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-20 1100-SGL FAMILY-2301-2500 SQ Front Ft. 51.40 $228,796 GENERAL R-20 1100-SGL FAMILY-2301-2500 SQ Front Ft. 48.60 $201,690 BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft Living Sq.Ft Adj Sq.Ft Calc Value 1 1 1961 3,314 2,326 2,881 $200,518 Building Sketches Available! EXTRA FEATURES Description Year Built Units Calc Value Wall-CBS 4 to 8 In,reinforced 1993 120 $768 Aluminum Modular Fence 1993 40 $1,088 Patio-Concrete Slab 1961 454 $1,090 Pool 6'res AVG 3-0'dpth,plain feat 250-649 sf 1961 1 $15,000 ADDITIONAL INFORMATION 'The Information listed below Is not derived from the Property Appraiser's Office records.It is provided for convenience and is derived from other government agencies. http://www.miamidade.gov/propertysearch/ 6/1/2017 { Miami hores Villa e ♦SNRE 9 os Gr Building Department ' log; , 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 �L0R1pA Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qu er Signature Date Print Name a°l�$o3�1 iCo N -0.9Z b a rn A.L � b b AS o 6666 '. 6'I, 6666 6666•• ••• r 6666 •• ry 60• •• 0660 • 0••••• 60. 60 •6066• b v 6666 6666 • 0 n 7-c • ••0066 6 •06• Y 6666 • • = 0 6666• •••• 6 060••6 0 � N w 66.6• 6 • rn b 0 • •06.6• • RECEIVED ' N 6 . 6 666666 • • 00000• JUN 0 As . . 1 2017 00 w N E AZ 0 AIT a F N m rn r N C J r A.M 'rCT TO COMPLIANCE-VVI FH ALL Fr"L^';L � A.b f r it L&-577D . _ � f 2,; r m f'" , m ` N y O C W t Z N .Na f o rn n rn w rn rn w w WINDOW AND DOOR INFORMATION SHEET JOB# 9978034 Name JUANICO Location APPROVAL MULTIPLE Opening Corner PRODUCT APPROVED REQUIRED OPENING Window Opening WINDOW ARE Location Zone ACCEPTANCE PRESSURE DESIGN PRESSURE Dimension MULLION SHUTTERS No or NUMBER Style (+)PSF (-)PSF (+)PSF (-)PSF Wdth IN Height IN REQ. REQUIRED 1 4 16-0714.17 3 PNL 65 70 40.1 43.4 105 49.25 N/A NO 2 4 16-0714.03 SH 65 70 40.1 43.4 37 61.5 N/A NO 3 4 16-0629.12 PW 70 70 40.1 43.4 70 61.5 N/A NO 4 4 16-0714.03 SH 65 70 40.1 43.4 37 61.5 N/A NO - 5 4 16-0714.17 1PNL 65 70 40.1 43.4 36 25 N/A NO 6 4 16-0714.17 3 PNL 65 70 40.1 43.4 105 37.25 N/A NO 7 4 16-0714.17 3 PNL 65 70 40.1 43.4 105 37.25 N/A NO 8 4 16-0714.17 1PNL 65 70 40.1 43.4 73 37.25 N/A NO 9 4 16-0714.17 1PNL 65 70 40.1 43.4 72.875 37.25 N/A NO 10 4 16-0714.17 1PNL 65 70 40.1 43.4 72.875 37.125 N/A NO 11 4 16-0714.17 1PNL 65 70 40.1 43.4 52 37.375 N/A NO 12 4 16-0714.03 SH 65 70 40.1 43.4 41.25 62 Mull Bar NO 13 4 16-0714.03 SH 65 70 40.1 43.4 47.75 62 1x3/vert NO 14 4 16-0714.03 SH 65 70 40.1 43.4 47.75 62 Mull Bar NO 15 4 16-0714.03 SH 65 70 40.1 43.4 47.5 62 1 x3/vert NO 16 4 16-0714.03 SH 65 70 40.1 43.4 47.5 62 Mull Bar NO 17 4 16-0714.03 SH 65 70 40.1 43.4 48 62 1 x3/vert NO 18 4 16-0714.03 SH 65 70 40.1 43.4 48 62 NO 19 4 16-0714.03 SH 65 70 40.1 43.4 33.875 62 Mull Bar NO 20 4 16-0714.03 SH 65 70 40.1 43.4 33.75 62 1 x3/vert NO 21 4 16-0126.04 PD-F-S 70 70 40.1 43.4 35 82.75 N/A NO 22 4 16-0714.17 1PNL 65 70 40.1 43.4 73 49.5 N/A NO 23 4 16-0714.17 1PNL 65 70 40.1 43.4 54-.8T5; 37.25 /A NO 24 4 16-0714.17 1PNL 65 70 40.1 43.4 0.73 .: 7. •; N14 NO 25 4 16-0126.04 PD-S 70 70 40.1 43.4 ..12..; ---82- N A NO 26 4 16-0126.04 PD-S 70 70 40.1 43.4 12 82 N/A NO 27 4 16-0126.04 PD-S-1) 70 70 40.1 43.4 VLy •.L NO 28 4 16-0218.03 MULL 83.4 83.4 40.1 43.4 ;1X2 • 6Q •.1 ,4 NO IPNU3PNL=SLIDER GLASS WINDOW/SH=SINGLE HUNG/DH=DOUBLE HUNG/GD=GARDEN DOUBLE SWING DOOR/PD=PATIO SLIDER DOOR/CASE=CASEMENT/ PICT=PICTURE WINDOW/ED=ENTRY DOOR/AvjN=Avvlg1,1G: 1 OF 1 FLORIDA BUILDING CODE 2014-5th Ed.-ASCEISEI 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 WIND PRE55URE5 IN PSF 170 MPH VELOCITY- EXPOSURE C 170 MPH VELOCITY.-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than.10 degrees Height 10 degrees than 10 degrees Positivel Negative Positive Negative Positivel Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 I z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 40.0 43A 53.4 43.7 47A 58.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 46.3 50.2 61.8 50.6 54.9 67.8 51-60 53.4 57.8 71.2 58.4 63.3 7B.2 LOCATION BROWARD COUNTY, PALM BEACH AND OTHER LOCATION BROWARD COUNTY, PALM BEACH AND.ORIER• EXAMPLE COUNTIES EXAMPLE Cor i% goo* 00 0 •••• • WIND PRESSURES IN PSF WIND PRESSURE�JWJF � �.•• 0 96.99' 175 MPH VELOCITY- EXPOSURE C 175 MPH VELOCITY- O�VRE D 6 • 6 :690 0: Building Roof Slope less than Roof Slope greater Building Roof Slope less than Vgq•,Slope 9;wa w • ' Height 10 degrees than 10 degrees Height 10 degrees .ikon 10 degrlet%o 6...•• Positivel Negative Positive Negative Positive Negative fe -M1? NegpAv*: .00606 Z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 1:4&7z*5 z4 zg .0 0-15 36.7 39.7 48.9 40.1 43A 53.6 0-15 44.5 48.2 59.3 . n6 52.8 65.1. ..6.:6 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 46.8 50.7 62.4 51.1 55.4 '6'6. 0 6....• 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 954.8 59.4 73.4 6 0 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 57:2 70.4 57.6 62.5 77. 6 41-50 47:2 51.2 63.0 51.6 56.0 69.1 41-50 54.9 59.4T-73.1 60.0 65.0 80.2 51-60 49.1 53.2 65.4 53.6 58.2 71.8 51-60 56.6 61.3 175.5 61.9 67.1 82.9 LOCATION LOCATION EXAMPLE MIAMI-DADS COUNTY EXAMPLE MIAMI-DADE COUNTY GENERALNOTES 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOFCOMPONENTS AND CLADDING (HURRICANE SHUTTERS.IMNDOWS AND.DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED 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 It 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 FBC-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 30',open country and grasslands.Exposure C will apply when exposure D and B do not apply. 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 It 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 R RoaF Slope E N 6 C O,Inc. T Englneedng Services-CA8116 / iz 1791 Blount Road-unit 907 zsi z4 Pompano Beach-Florida 33069 'Z' i zsi (h) �n Tel:(754)307-1319 Fax:(754)205-6846 IZS MEAN ROUT i HEIGHT r��- E-mail:Engco@_AOL.com B9 a ,oma NAY 1 �01� a<=BW x 0.1 or a<=h x 0.4 PEDRO DE FIGUEIREDO BW less or equal than BL PE 52609 a must not be less than NOT VALID W/OUT SEAL a=3feet or a=0.04xBW 2/27!2017 t M IAM I0A DE MIAMI-DADE COUNTY EM 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) ww%v.miamidade.gov/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-Aatority Having Jurisdiction(AHJ). 0064 • This NOA shall not be valid after the expiration date stated below.The Miami-Dade Eeuniy ProdWtontrol Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade ftf4t}t)reserve the right. 000 to have this product or material tested for quality assurance purposes. If this proflittf or material,fails to:" perform in the accepted manner, the manufacturer will incur the expense of such to4t7no g and tht"may •• •• immediately revoke, modify, or suspend the use of such product or material within�ku-jprisdiration.• RER ••••• reserves the right to revoke this acceptance, if it is determined by Miami-Dade GGt►OtP Prodact (Strol •• Section that this product or material fails to meet the requirements of the applicable bvitd 4 code. a '• This product is approved as described herein, and has been designed to comply wAb Ae•Flori(i 6WIding Code, including the High Velocity Hurricane Zone. • ;•••• • . **s • DESCRIPTION: Series`15500"PVC Single Hung Window—L.M.I. '• APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, 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 County Product 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 logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.05 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 Manuel Perez,P.E. NOA No. 16-0714.03 MIAMI•DADE COUNTY Expiration Date: July 30,2020 o Approval Date: August 18,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS • 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading p;t11 tw,TAS.i?d2;94 •. 2)Large Missile Impact Test per FBC,TAS 201.94•• •• :0000: 3)Cyclic Wind Pressure Loading per FBC,TAMA 94 0 ':0000: along with marked-up drawings and installation diagram of a P.VC'skding x145 Yloor,..... a PVC fixed window and an aluminum sliding glass door, using Mspace 48@ TPS••'•. spacer system,Duraseal®spacer system, Super Spacer®NXTTMspa�oer system and XL 0•• EdgeTM spacer system at insulated glass,prepared by Fenestratier te4ing Laboratory, ..•,;. Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, Sated;14ft 6/15, . • 06/07/16 and 06/02/16 respectively, all signed and sealed by IdafgApbrtega,X*E. . :000•' 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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Submitter)under previous NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5'" Edition(2014),dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) ' Manuel P ez,P E. Product Control Examjher NOA No.1 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coNTI -uED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(CONTINUED) Do** 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. fa%tW ••••;• "Butacite@ PVB Glass Interlayer"dated 04/25/15,expiring Al j2/$1/16. •••• '. 2. Notice of Acceptance No. 14-0916.11 issued.to Kuraray Amez 3 One,for-theif•.•• • "SentryGlasg(Clear and White) Glass Interlayers"dated 0&2'5f1 S,exp Aon :000*: • 07/04/18. •••• 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window gV*d*por Pjiofilas ••'••• Plant 13 for their"White Rigid PVC Exterior Extrusions for i'Uw;ws aWj Doors" • dated 02/28/13, expiring on 02/28/18. •••••• • 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window&d Door Pricrit;, •••• Plant 13 for their"Bronze and Lighter Shades of Cap Coated kjg1ajRVC.9ztel for ••••• Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. •• 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-5th Edition (2014), dated May 15,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) 2. Statement letter of no financial interest, dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.05) 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14,signed by Jaime Gascon,P.E. Supervisor,Product Control Section. 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung Window-L.M.I."approved on 07/30/15 and expiring on 07/30/20. 3 h�, Manuel Perez, a Product Control EVam NOA No. 16- 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE EXAMPLE FOR 28-1/8"MAX.O.G. 21.518" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING HEADER SMI. 12 MAX.FROM 54'MAX.BUCK WIDTH MAX.O.C. FORHEAAR(SIM.FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE FOR ALL FRAME SEAM _� 30" 1Y MAX. / / WINDOW TYPES) LEVEL,SEE SHEETS B•7 IMPACT RESISTANT WINDOW TYPES) SHB.SEE EET 3 'X D.C. f y - ldLj ---►►►{{{ 52-118"MAX.BUCK WIDTH / 10"MAX.FROM - SEE SHEETS r 1-114" T 30"MAX. . .OC1-12"Iv1N( SHEET 3+ FIXED VISIBLE 12 L FRAME SEAM SHEET4 B,SEE�_._�- A,SEE f'-� -� , D,SEE 8&9 SHEET 3 !LIGHT WIDTH SHESEEET 3} i 12'MAX- SHEEB.SEE h.-30"MAX.O.C. 12"MAX C,SEE .--1 1 FIXED SHEET4 / EQUALLY ! IVISIBLE/ LIGHT 17-7/8°MAX O.C. A SEE 12°MAX EQUALLY 17-7/6'MAX.O.C. SPACED I SHEETS SPACED ANCHORS PER �_ / I TABLES 9-11 /HEIGHT EQUALLY I 17.71W MAX.O.C. ANCHORS PER ! 81.78' SPACED f}/ I ! TABLES 9-11 MAX. ANCHORS PER} !I / 8G 0 84° BUCK TABLES 9-11` I I 62' O I BUCK MAX -�-- HEIGHT MAX. ! HEIGHT ^ 10"MAX.O.C. HEIGHT X 10'MAX.O.C. X !,I 10°MAX.O.C. HEIGHT XBUCK BUCK AS SHOWN LL - ! L� - !i X i ^u (9AX) L--.-.- , 1 '---- / L.------ H 13-3/4"MAX O.C. EQUALLY I I 13-314'MAX.O.C. EQUALLY I 113-314"MAX.O.C. EQUALLY ! I I SPACED _�_ SPACED VISIBLE II SPACED !L._._._. ._._._._._ SEE I ANCHORS PER ANTABLES 9.11 H1—1EIGHT ANTABLERSS 91R1 j I ---.-.- TABLES 9.11 I / + / yy / SHEETS A � A I � 8&9 I E 1 1 ! 1 8-12'MAX. 8-7/Y MAX. `8-112°MAX O ANCHORS AT SILL 54N MAX.BUCK WIDTH `,--It�NOTCH DETAILS, B 1 - NOSH VISIBLE ILL SEE SILL WEEP- e _ C AT IL SEE SIJ-WEEP- D►-._._.J 1.114° --�- 6EE SILLWEEP- '"I AN DETAILS, !�- 54°MAX.BUCK WIDTH -►��NOTCH DETAILS, NOTCH DETAILS, SHEET3 3 SHEETS SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION HOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75•HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. FRAME,GLASS&ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 T)ONS.............................2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLLLATION,FLANGE& 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEGdBOX................3 DEPICTED AS 2X ARE 1-1/Y THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J•CHANNEL......................4 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS........................5 SHOULD BE SEALED.OVERALL SEALINO/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................6-7 8)1/4°MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................8-10 7)DESIGN PRESSURES: EXTRUSION PROFILES................11 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ASSEMBLY&PARTS LIST...........12-13 S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300, STANDARDS USED: 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/37.STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),STH EDMON 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 :ASTM E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSVAF8PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -ALUMINUM DESIGN MANUAL,ADM-2010 as cemP)pinB With am Ftp 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NO&ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NCA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ - •AISI-S1 OO-O7/S2-2010 aulLding Code /�.� LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS& UMINUM DESIGN MANUAL AwePmace Na)6.Q )�•},{j2 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ,+ +'" ' Revise �y: Date: Revision; exd�amn Dale l • • • JR 05/05/16 A)ADDED SPACERS BY USER INSTRUCTIONS: •• • TO SHEET 11. • Mi 1 a&Ptodud 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. • • • • • •• r Dote' Revision. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. • • • • 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN ' '' •• • • •• PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW ••_ ® DeaerlP6on: Dram W. OPENING OBTAINED IN STEP I. �L1 �.� GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR 6 - 1070 TECH $LOOY.pRIVE 7RiP: • - Rafe: YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. d22 6 p 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. .,.L ,•,'?.':•':_ • ••N.VEIR FL•f' Z5 �IN�L€CLING WINDOW INSTALLATION-LM 05/15/15 • • ;J, \; • • (941)-480-9600•• • t Serle: SheeN D—Ing No. Row NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, '/''�i�.�NLER�.E. • INTEGRAL FIN OR EQUAL LEGIBOX). PEg 68705 • •sERT. OF,�I}4). W96 •. -f�a00 NTS 1 OF 13 MD-SH5500-01 A • • • ••• • • • • • •• •• • • • •• •• TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Listed from Exterior to Interior) Design Pressure Types Option con8gs Shapes Installa8on Options that maybe used Type Table# Sheet# (see Fig B) (see Table 1) (see Fig A) (see Fig C) b 1718'Laminated I.O.:1/fY A Exterior Cap+7116"Air Space+6116"Laminated;(2)Utes of iW A Glass with.090'PVB Intedayer 4,5 6 B 7/8'Laminated I.G.:118°T Exterior Cep+7118°Air Space+6116°Laminated;(2)Utes,of 1/8"A Glass with.090'PVB Intedayer 4,6 6 ....into 2X Wood Frame/Buckship-sheet 3,option 1 Equal-Lite, Square/RecL, 7 7/8'Laminated I.G:3118°A Exterior Cep+318"qtr Space+6)18°Lemineted;(2)Utes of 1/8"A Glass with.090'PVB Intedayer 4 6 6 (#2) 5-16 Oriel/ProNew Arch-Top 8 Throughindew6ema :::.into Concrete/CMU-eFuaet 3,option 2 8 718°Laminated I.G.:3/18°T Exterior Cap+318°Air Space+5/16"Lemineted;(2)Liles of 1/8'A Glass wHh.086'PVB Intedayer 4,6 6 &Cottage Radius-Top through 1X Buckstdp Into ConcrstelCMU-sheet 3,option 3 9 7/8"Laminated I.G.:1/8'A Exterior Cap+7118`Air Space+6/18'Laminated;(2)Utes of 1/8"H Glass with.096'SO Interlayer 7 7 1 ....Into Metal-sheet 3,option 4 10 7/6 Laminated I.G.:1/6'T Exterior Cap+7/18"Ah Space+6/18'Laminated;(2)Ulan of 1/8'H Glass with.080'SG Intedayer 7 7 ...Auto 2X Wood Fmme/Buokstdp-sheet 3,option 1 Box/ Equal-Ute, Square/RecL, 11 7/9'Laminated I.G.:3/18°A Exterior Cep+3i8`Air Space+61181 Laminated;(2)Utes of 1/8'H Glass with.090°SG Intedayer 7 7 Through the Deme ....Into Concrete/CMU-street 3,option 2 Equal-Leg 5-16 O9 Cottage Arch-Topa of the wIndow...... ....through 1X Buckstd Into Concrete/CMU-sheet 3,option 3 12 7/8"Laminated I.G.:3H8°T Exterior Cap+3/g'Air Space+5I18°Lamlrreted;(2)Liles of 1/8°H Glees vAth.OBD'SG Interlayer 7 7 (#q} &Cottage Radius-Top P Pt 13 7/8'Laminated LG.:118'A Exterior Cap+5118"Air Space+711 f Laminated;(2)Utes of 311W A Glass with.W SG Intedayer 8 7 1 Into Metal-sheet 3,option 4 14 718'Laminated 1.0.:118"T Exterior Cep+5/18'Air Space+7118"Laminated;(2)Utes of 3116"A Glass with.090"SG Intedayer a 7 Through the ....into 2X Wood Frama/Bucksldp-sheet 4,option 5 - 15 Ire'Laminated I.G.:3/161 A Exterior Cep+1/4'Air Space+7/16"Laminated;(2)Lkes of 3f16'A Glass with.090"SG Intedayer 7 7 J-Channel Equal-Lits, BArch-Top a.,Integral 8n...... ....into Metal-sheet 4,option 7 18 7/8'Laminated I.G.:3116'T Exterior Cep+114'Air 3 ce+7110'Laminated;(2)Liles of 3118°A Glass with.098"SG Intedayer 7 7 (#1) 5-8 Od Cottage Arch-Top p Through the Cranna •..Into 2X Wood Frame/Buckstrip-sheet 4,option 6 Pa &Cottage Rattus Top of the window•..... ....Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the ....Into 2X Wood Fremo/Buckstdp-sheet 4,option 5 &16 MAY NOT BE USED IN Equal-Ute, SquaretReci.,Integral 8n...... ••,•Into Metal-sheet 4,option 7 MIA.Edge Mill. THE HVHZ ABOVE 30' Integral Fin Group Anchor Substrate Distance Embedment* • 5-8 &Collegew Aa:hTopB �) &College Radius-Top Through�hafne Int°2X Wood FramaBuckstrip-sheet 4,option 8 #10 SMS P.T.Southern Pine SG=0.55) 18" 318" ofthe window•••••• ....into Mata1-sheet 4,option 8 (stall,1S-S S.S. Steel,A3S" 3/8" 0.050° MIN.OF 3THREADS Or 410 S.S.) Steel Stud,A653 Gr.33' 318" 0.0451°(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,S063-T5• 318" 0,050" SUBSTRATE.FOR °A°=ANNEALED P.T.Southern Pine(SO=0.55) 7/16" 13/8° STEEL STUDS, q 'H"=HEAT STRENGTHENED 3116"steel Ultmoon Concrete min.2.85 ksi 1" 1-3/8" MIN.Fu=45 KSI& "r°=TEMPERED 86( ) MIN.Fy-33K31. 2 4 °PVB"=.0g0'BUTACITE®P1B Ungrouted CMU,(ASTM C-BO) 2-1/2" 1-114" nUNGRO0 BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9/16' 1318° VALUES CMU" #12 SMS VALUES MAY BE � BOX OR 'SG"_.080"SENTRYGLAS® Steel,A36' ally 0.050° USED FOR GROUTED / FLANGE EQUAL- INTERLAYER BY KURARAY 8 (steal,0 S.S.S. Steel Stud,A653 Gr.33• 3/8" 0.0451°(18 Ga.) CMU APPLICATIONS. LEG AMERICA,INC. or 410 S.S.) Aluminum,6063-T5' 318" 0.083° EQUAL-LITE ORIEL COTTAGE Concre C 1/4'steel Ultraoon UngroutedlCMU(ASTM C-90) 21/2° 1-�4" FIGURE C:FRAME SHAPES —►BUCK WIDTH — {BUCK WIDTH I-+-- - BUCK WIDTH)-+- 1/4"steel Ultmcon Concrete(min.2.85 kat) 2-112° 13w - 1/4"steel Cretellex Concrete(min.3.35 ksi) 2-1/2" 13/4" W Lu In J CHANNEL INTEGRAL a Ungrouled CMU,(ASTM C•90) 2-1/2" 1-1/4' x x x FIN DO 1/4'steel CrateOex 1" 1in cc P.T.Southem Pure(SG=0.55) 3/8" x o 1/4"steel Aggre-Gator Concrete(min.3.275 ksl) 1-1/2" 13/l" m m m i 1/4"steel Aggne Gator P.T.Southem Pine SG=0.55 1y l-WIT i Grouted CMU,(ASTM C-90) 2" 1 2' RECTANGULAR RADIUS-TOP ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING cs complying with dw Florida Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Code Group Anchor Substrata 1 Distance Embedment' THE TABLES ON SHEETS 8-10. Aaxptmee No X0'0 j/ ,. Br• % Revldon: ti:ptmtZrm Date, 2020 E 2-1i2°x.131°Common ied P.T.Southern Pira(SG=.65) 318" 2-7/16 • • • R'wa�r• 2-1/2"Ring-shank Rooing(Nell P.T.Southam Pine(SG=.55) 318' 2-7/16 ii.•• • • • • gyam3 P,.11 C • •• Rewam!Er. Dote: Revialow P.T.Southam Pira(SG-.55) 1/2" 1-3l8° • • • #10 t russhead SMS Altallnum,6063 T5' 316 0.050° • • • • ••• (or 410 S.S.) Steel Stud,Gr.33• 3W 0.0451"(18 Ga.) •f Oeemfption �Na W. F Steel,AW aw 0.050" MIN.of a G I K !6 ` : GLASSiANCHORSiFRAME OPTIONS J ROSOWSKI P.T.SoLdhem Pira(SG=.55) Billy 1318" THREADS BEYOND fk12 SMS THE METAL 1070 TE OLp�DRNE T#te • Dote: Aluminum,8083-T5' 318' 0.063" SUBSTRATE.FOR f •• N. FL• ?d5 ¢If�G�E=1UNG WINDOW INSTALLATION-LM 05/15/15 (steel,183 B.S. Steel Stud,Gr.33" 316 0.050° STEEL STUDS. (941)M80 BOA of 410 S.S.) MIN.Fu=45 KS18 '%�� • • • • ilk Scafe: Sheet: Drawing Re. Raw stee1,A36' are" 0.050" MIN.Fy=33 KSI. A4YfNP('pglµEic)A:�• •cERr. oF�t}Iff.•@�B298 •. S d 00 NTS 2OF13 MD-SH5500-01 A P.Ed 68705 • •• •• ••• ••• •• •• INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 I— EDGE DISTANCE SEE NOTE 2.THIS SHEET. EMBEDMENT ANCHOREDTHROUGH -- -- EMBEDMENT — FRAME INTO 2X WOOD114'MAX SHIM FRAME OR SUCKSTRIP. --� 16 1/4°MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT T ; SASH VISIBLE 17 ,• ° •• EDGE EDGE " D� 1B LIGHTV IDTH o DC DISTANCE FLANGE FRAME �1 DISTANCE SHOWN 44 BALANCE 114"MAX TYPE VARIES - - -- ° TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, EMBEDMENT AND. I I / WEIGHT 64 EMBEDMENT TYP.ANCHOR TYPE, EDGE II'nnI' 'III�fIIII /(////JJI 30 AND EDGE 2 EMBEDMENT AND EDGE DISTANCE PER ul�u� 31 a� DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR (n� DISTANCE SEE TABLE 2, 18 [n7 87� 4 SHEE72.FIXED VISIBLE 1Vl FIXED 19 20 OPT.SASH TOP FLANGE I LIGHT WIDTH I EQUAL VISIBLE LIFT RAIL FRAME 2 LE= LIGHT j BUCK WIDTH =1 FOR ALL WINDOWS: NOTES: SHOWN 1 SHOWNE HEIGHT I 1ANCHOR 03.66° HORIZONTAL SECTION A-A 49 FROM END AND AT 1)USE ONLY 21 CENTER SUBSTRATE—APPROPRIATE j 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 D O ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 45 46 47 SCREWS @18318" INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4°MAX. BOTTOM LOCKS: SHIM BUCK 0 18ADD 2)MASONRY ANCHORS MAY BE #10 OR p'12 STEEL SHIM MAX. 50 SCREWS @ 8-WiL SELF-DRILLING SHIM HEIGHT SCREWS®8-3/8` USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE 85 �— FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, 0� 30 THAN 1-112"THICK ARE TO BE SHEET 2. SASH CONSIDERED IX INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-1n'THICK OPT. so USE EITHER OR GREATER.1X AND 2X BUCKS Q B5 LATCH OR (WHEN USED)SHALL BE DESIGNED fil (2)1" 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE Q EQUAL a INTERIOR31 TESTED UNIT THE STRUCTURE,WOOD BUCK FRAME to LFRAME WEEP �� LOCATION:&578° DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. I OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION I-1 INSTALLATION 67 OPENING)B REED TORSURED DAYLIGHT OPTION 4 V OPTION 4 +� 8{� ANCHOREDTHROUGH ANCHOREDTHROUGH 1/4°MAX SHIM BEADING TO BEADING. Building Cade Me plot* EQUAL-LEG/BOXFRAME INTO METAL FRAME INTO METAL "Pu=11 FRAME SHOWN o g� 1'.�siRu,ian Data i 1 V l I l 1 Revlso�t'" Gate: Rertelorc d • • 2T X 125" NO ANCHORS •• 3mg.- • • M#de Product C.radrotr-• WEEPHOLE ° REQUIRED IN VISIBLE LIGHT FORMULAS ' IMta Rev7elom.4�FROM , FLANGE OREQUAL-LEO WIDTHEACH END. FRAME SILLS ®SASH:BUCK WIDTH-6-10 R Desarip8on; Drown BY., @ FIXED LITE:BUCK WIDTH-4-Star' �vlw FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) 1... •SONO AP OGY.DRIVE 7 • Date: VERTICAL SECTION B-B BUCK HEIGHrn-31671tr • • t 2Z jIf�G;E:IL1NG WINDOW INSTALLATION-LM 05/15/15 ..•_.......•. `... • • (941)�I80— • eL Saata: Sheetr Dro"No. Rer. "ALYNN MI, P.E. • •: '•5e�' e •EERr. of�t1H. �ze6 •• S -600 NTS 3 OF 13 MD-SH5500-01 A Sam ••• • • • • ••• • • INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTR[P.SEE INTO 2X WOOD FRAME OR I..— EDGE DISTANCE ANCHORED THROUGH OUGH INTEGRAL I - EMBEDMENT -.- f NOTE 2,THIS SHEET, BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR - U 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 1/4"MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE Q� 18 LIGHT WIDTH Q FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. (SCREW SHOWN) 44 Ll TYPE ANCE VARIES as EMBEDMENT 114°MAX SHIM 42 WITH SASH EDGE 1 �a TYP.ANCHOR TYPE, DISTANCE Q WEIGHT 30 EMBEDMENT AND EDGE 31 DISTANCE PER SUBSTRATE, O SEE TABLE 3,SHEET 2. IJ EXTERIOR TYP.ANCHOR TYPE, 16 (NAIL SHOWN) n gT INTEGRAL EMBEDMENT AND EDGE FIXED VISIBLE l/ 3 FIN DISTANCE PER SUBSTRATE. FIXED 19 20 OPT.SASH TOP -`ILIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL J-FRRAAME 1 SHOWN (NAIL SHOWN) LIGHT HEIGHT I FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH 49 48FROM ENO AND AT 1)USE ONLY HORIZONTAL SECTION C-C O 21 CENTER SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 114"MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. D ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3,SHEET Z. SCREWS Qo 16-aW INSTALLATION OPTION SHOWN MAY 46 48 47 _ 14 O FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL 1/4°MAX. HEIGHT 60 0 O 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF DRILLING SHIM SCREWS @ 8-W USED INTO WOOD AS PER TABLE 2, SMS(G8),SEE 86 FROM END. SHEET 2.ALL WOOD BUCKS LESS Q TABLES 2 8 3, 30 THAN 1-112"THICK ARE TO BE SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH(SHOWN) SUBSTRATE.WOOD BUCKS yy 18 OR BOTTOM DEPICTED AS 2X ARE 1-172"THICK OPT. 86 J— GREATER- . AND 2X BUCKS gg LOCK(SHEET 3). (WHEN USED)SHALL BE DESIGNED U (2) 81 30 TO PROPERLY TRANSFER LOADS TESTED UNIT Q FIN AND/OR INTERIOR Q 31 LOCATION:B-5/8" FLANGE REMOVED n TO THE STRUCTURE.WOOD BUCK LJD�o WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT gp p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN (� EACH END. (IIIA NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN -17777-1- REQUIRED IN FRAME EXTERIOR INSTALLATION T � SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION B PRODUCT RRViSSD OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL as wroMYlaBwnht6aDtmiila 1/4'MAX ANCHORED THROUGH INTEGRAL FIN BEADING TO BEADING. BuBdingA-ll SHIM INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) AaepbFRAME SHOWNRevised�27°X1.2f WEEPHOLEOW/C FROM EACH END. I VISIBLE LIGHT FORMULAS •.' ,�:.-� • • • RevlaeA By: Date: asdeJoa: TYP.ANCHORTYPE, , EDGE DISTANCE EMBEDMENT AND EDGE � WIDTH DISTANCE PER SUBSTRATE, _� @SASH:BUCK WIDTH-&112• Desaroffam Drown W. SEE TABLE 3,SHEET 2. --+•1 EMBEDMENT ®FIXED LITE:BUCK WIDTH•4.3R' J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT(EOUAL.LITE) 4.. .� 1070tECHNOMG"DRNE Tats.' Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHTI2-316!16° 1V.dENICE R 3427y SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 •• • • • •• • ANCHORED THROUGH INTEGRAL FIN '-0-, , t}.•. • •(41I)-480-1Bp0• INTO 2X WOOD FRAME OR BUCK- 'b,•NN MII,.U9R��.E. °8/NodeL Swie: Sheat., Drawing No. Rm.. STRIP.SEE NOTE 2,THIS SHEET. PtO t CERT. OF AUTH. #29296 SH-5500 NTS 4 OF 13 MD-SH550O-01 A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • —►I 718°NO 70 NO --►{ 718°N7/8°NOM. 718'NOM. 5/16"A/A PVB 5/16'AIA PVB 5116"A/A PVB I 5/16"A/A PVB I 5/16°H/H SG 7/16"AIR SPACE 7/18"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A_GLASS 1/8"T GLASS 3/16"A_GLASS 3/16"T_GLASS 1/8"A GLASS aEXTERIOR oa EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 70.70 79-70 7&79 70.70 T8.79 GLASS TYPE 5 c'GLASS�TYPE� GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8"NO7RI"N718"NOM. 718"No -+{ 718"NO �+-- 5116"HIH SG I 5/18"H/H SG I I 5/16"H/H SG I 7/16"A/ASG 7/16"A/A SG I I 7116"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE 5/16"AIR SPACE 5116°AIR SPACE 1/8"T GLASS 3/16"A GLASS 3(16"T GLASS 1/8"A GLASS 1/8"T GLASS `]`EXTERIOR c]EXTERIO < ]EXTERIOR < ]EXTERIOR g < ]EXTERIOR 78-79--- � 78-70 78-78 70-79 TB-70 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718"NOM. --►{ 7/8"NOM. 7116"A/ASG 7/16"A/A SG 112"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76-79 f BITE TYP• 16 MAY NOT BE USED 3/16"A GLASS 3116"T GLASS WITH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES c]EXTERIOR G]EXTERIOR GLASS TYPES 5,7.9,11.13 78.78 78-78 31 &16 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 39'. PRODUCT RBVISED GLASS TYPE 15 GLASS TYPE 16 Biia geode n't.Ft as a A=Ptm o No d b$ 38 30 ,,`t t•I;1;;. • • • • • • • • Revised W. Hata RevtaWm. '�pO IAso R • • g� E��'��"I • �Y• • •iinF Mimii Dad"Product }.. •'•• • • Revlmd By: Oota Revish m. '• GLAZING NOTES: . "A"=ANNEALED .. ..1"' ® IMeoriP— or~W. TYP.GLAZING DETAIL "H HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI "T"=TEMPERED ® Gt,• c 1 "PVB"_.090°BUTACITE B BY KURARAY AMERICA.INC. .`, 1 0 CHNO CMDRRE ASe: Dote: sG"=.o90°SENTRYGLAS�BYKURARAYAMERICA INC. • *,.' • V NIr�E. FL SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 •::.`.:. •-• • • FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. z. •••,r� •,. (9111)-480-1600•so SerieslMode. Soule: Sheek 'A.,LYNNMILPCERT. OF AUTH. #29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A 'r1.�.�887u5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4: TABLE& Oler ' Ola-types Design Pressure,Rome sNPs oeaulplm pAen ae.h llagm Design Pressure,R*W Glow ryes. Design Pressure,[boW 6,8,7&8 RalN.lawl Ruree(g Win m Re M) W.1d-B•ik With 8 7&8 +h 50.0 R2 mdold at- u 1.48 6x125 +85.01-70.0 Ra1nLl.w1 74.8 Egenl-ne 11.394 •70.0 +BSB -Me Re1rd.Lew1 Rt For Wl w7 d"&wsh 016- RBWrtd ColtsM 14.617.1&870 +850 •70.0 +86.0 •70.0 R2 F-11l Md-.W-h apw 28 "uwo 11.6&1-14616 +8&0 -70.0 +65.0 •70.0 SEE TABLE 9,SHEET 8 FOR SM.Old PreAav 11.3".11.582 +es.o -m.o +85.0 .70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. T.twt 23617.25288 +86.0 .70.0 +86.0 •70.0 ANCHOR GROUP AND QUANTITY. SW.ftM Cdlep 20.69-23610 +850 -70.0 .81.0 -70.0 37.376 Ev". 17.517.20.067 4B&A •700 +65.0 •70.0 St Wed P.Aaw 14617-17.516 +050 •70.0 .65.0 •70.0 c c Stout 11.3"-14.618 +850 .70.0 .85.0 •70.0 Talem 1 27.681-31.011 .6&0 -70.0 +85.0 .700 Custom al. 28617-27.592 +850 •70.0 486.0 -70.0 8tar&d CWISOe 25617.28618 .06.0 -70.0 485.6 •70.0 HEADER 44 EguaFa. 2a617.2x616 46&0 .70.0 .WO .70.0 HEADER SmWaM Prafav 17.517-20.616 .06.0 -70.0 .65.0 -780 23 0.IW.al. 14617-17.516 .850 1•70.0 1.0.0 -70.0 1 23 ShWog 11.3"-14.616 .6&0 .70.0 .65.0 .70.0 Tatwl 31.683-3&611 .0&0 •70.0 486.0 - 0 M.AW CdIW Mir-31.142 .850 -10.0 46.0 -70.0 Q Eq-F1- 20617.28.61820617.28.618 .CLO .70.0 .BSG •70.0 e DMEETING RAIL 48 et.4w PX*. 17.517.20518 •m.0 -76.0 .65.0 •70.0 MEETING RAIL CLst4me1- 14.517.17.516 .65.0 40.0 .14.0 -70.0 D 28 0 C.U.al. 12_617-14.616 .66.0 -700 .m.o -70.0 27 EXTERIOR u aw t 11.3"-1x818 +8&0 -70.0 .65.0 •70.0 o Tal-1 33266.37.696 .65,0 -70.0 .85.0 -700 n DD 8tmeleA Cdla90 x.817.33201 +e&0 -70.0 486.6 •JOA V D 23 Eq.M. 23617-25618 +6.0 M. 485.6 -Me 23 JAMB f0eletn180. 20.617-1.6.518 +86.0 -70.0 +060 -700 JAMB EXTERIOR SASH Sla d d P`o4aw 17.817.20.818 +6&0 •70.0 .14A •70A EXTERIOR SASH a HEIGHT c sh. 14617-17.818 +6e.0 -70.0 +86.0 .70.0 �j HEIGHT OSula.Sl- 12.617-14.618 +86.0 -700 +M -70.0 shot-t 11.3"-12818 +65.0 -10.0 +86A .70.0 T-rl 38.617-41A44 .810 -70.0 .85.0 •70.0 Studard Wine 31.6117.38618 +850 -70.0 +85.0 40.0 23 Equw4m 28817-31.616 +M0 -70.0 +14.0 .70.0 23 SOWad Ptw4w 23617.28.518 1+83.0 -70.0 4WD .70.0 SILL I--� 62 Cfte Sh:. 211517-23.518 .66.0 -70.0 +810 .70.0 SILL CUW.m ab. 17.617.20.018 .85.0 - +85,0 -70.0 wrom csue 14,517-17.518 +830 -lo"bA .as.o 46.1 Clot.m Sk. 13.017-14.618 46&0 .70.0 +14.0 87.3 Shv 111.1184-116118 .810 -70.0 .65.0 886 Ta0-1 30617-41.614 +6L0 -70.0 +85b •700 c Custem al.. 38.617-39.618 +850 -70.0 +66A .70.0 0 Eq-t46e 35.017.38.610 +66.0 -70.0 +65b •700 75 Cwlem Sir. 32617-36.616 .68.0 -70.0 +84.0 .70.0 SECTION DETAIL FOR WINDOWS WITH StaWvtdPm&w 29.517-32SW .65.0 -70.0 +65.0 •70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 Cw9m61:. 28517.29.618 .66.0 •70.0 +e6.0 47.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,63 7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Shal.st 2&516-26.616 .05.0 .70.0 +85.0 48.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Farya+Oa 38.617.41.844 +8.0 -70.0 +BSA .70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 84 aommm:s 35.617.3&616 +65.0 40b .66.0 47.3 CONFIGURATIONS) 8landed Pra4.,v 35.818-3&616 +65.0 .70.0 .88.0 486 PRODUCT REVISCD 91.76 T.IrI 41.804 +850 •70.0 +550 88.8 -COMIA.ng With RIB Florida SEE TABLE 1Q building Code SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Aweplsna0 No l ••MIN.SASH HEIGHT=WINDOW BU EI 50 38 GuP I Date `•r I l 1:,• • • • • • • • • Revised BY Date. Revtaton: 44•••44 ;.41• • • • Mimi We Pradll6l Con 1:4•;' -.• • • • • Revised By. Date: Revwm: NOTES: - ��•e��, ® Ds-dpti- Drawn Bye 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. .. ,`�2 K111�.0 ..;� DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT I3ASPER THE Fl1A70•I'ECHN083"DF&E MIS. wo:GURE. '• .. • •!•ENI�E -127; SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �•. "•a • • (9d1)-480-14260• '•.• r:.. •,. Sertsa/A/arteC Santa �eee2: Demring No. Rev. ON THE TABLE. b'L'y16-I8LlMpL •P E. CERT. OF AtRH. X29298 SH-5500 NTS 6 OF 13 MD-SH5500-01 A P.E4i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7: TABLE 8: 01.0 Type 11.0-&.h Deaf Pressure,MaeSI-Typ9 edtom awh Doolga Pmoura III&° 912,16818 D-Oowttapi- Sash Height 1J8n DwmeOmlm Oh01 amh Helphl Re1NLa . wl I-p@Wide- RSM) WadeaBu4kN ItelaLLemi 170000®WUW- Mw Pro WNQaxBuckWldh(Iry 9 IId91d6bm up 1940 49 62128 64 J Hephist- 70 24 32 38 40 48 62126 &4 as EgwMte 71.394 +70.0 410.0 +70.0-110.0+100 410.0 +70.0-11&0 236 Egw469 11394 70.0 41D.0 +70.0-11&0 •7(L0-110.8 70.0-110.0 +70.0-110.0 70.0 410.0 •70.0 410.0 +70.0 -110.0 SlmdaN Oad pe 14817.16.&70 +7010 1 110.0 -70.01-110.0 +70.0•11a0 +100-110.0 Serdard Cotepe 14.517.75,970 •70.0•110.0 +70.0-110.0 +70.0•110.0 +70.0-110.0 •70.0-110.0 •70.0 410.0 •70.0 •110.0 70.0-110.0 28 Ev". 11.693.14.610 +704-110.0 +70.0 AloO .70.0-110.0 +70.0 410.0 28 Sousa. 11.683.14.816 •70.0-170.0 740-170.0 -70.6•110.0 70.8-110.0 N0.0•110.0 +70.0•110.0 +70.0 •110.0 •70.0 410.0 StsWWJ PNMW 11.3T7-11.582 +704-110.0 +100-110.0+70.0-1100 +100•110.0 stadmdprode- 11.377.11.682 70.0-110.0 70.0-110.0 •70.0-110.0 •70.0-110.0 70.0-110.0 •70.0 AIDA •70.0 -110.0 •70.0 410.0 HEADER T93e91 73.517.28.288 +70.0•110.0 +70.0•1190+100 410.0 +ml)-110.0 Tew 21617-25.285 •10.0-110.0 +70.0-tial) MO 410.0 700-110.0 +70.0•110.0 770.0-110.0 +TOO-110.0 •70.0-11&0 Shad-d C40ape 70.966.23.618 +70.0-110.0 +70.0•110.0+100 410.0 +70.0 410.0 Sterdmd Co89p9 20.988-23.616 •70.0-11100 70.0•110.0 •ml)-110.0 +70.0-110.0 +70.0.110.0 •70.0 410.0 70.0 •110.0 •70.0-110.01 26 37.318 EgwlV. 17.617.20.957 +70.0 410.0 +ml)•110.0+ml)-110.0 +70.0 400.0 37.376 EgO9140e 17.817-20967 •70.0-110.0 •70.0•110.0 +700 4110 •70.0-11&0 +70.0•110.0 +70.0 AI&O 70.0 .110.0 70.0-1020 Stedad PNM- 14817-17.618 +7010 410.0 +ml)410.0+70.0 410.0 +70.0•110.0 StWdmdPNMW 14617.17.518 +70.0 410.0+70.0•110.0 70.0•110.0 .70.0•110.0 +70.0•110.0 +70.0•110.0 70.0 410.0 •ml)-110.0 0 Sh.um 11377.14.618 +70.0 410.0 .70.0 4100 +78.0•107.0 +70.0 4030 8hoaeat 113R•14.618 +70.0 410.0 •70.0-110.0 +100•1190 +70.0-110.0 +70.0-110.41 70.0-11x0 70.0-107.0 +70.0-1030 Teliwt 27883.31.911 +7010-110.0 +70.0 -MO +70.0 •9010 +70.0 -Mo Uwi 27.503.31.911 +70.0-110.0+ml)-110.0 +100-11&0 •70.0•110.0 +70.0-110.0 +70.0 980 •70.0 83.0 •70.0 40.0 180.10.11 Sim 26.617-27.� +704 AM +70.0 41010+70.0 4140 +70.0 410.0 Cwtom 94e 28.617.27.882 +70.0-110.0+100-110.0 +100 AWO •70.0•110.0 +ml)•110.0 70.0-116.0 70.0.110.0 +70.0 -110.0 Q B MEETING RAIL eteal9re C08a9e 23.617.28.&10 +wA 410.0 +70.0 410.0 +70.0 410.0 +70.0 410.0 Blerdmd CaftMe 23.811-20.516 +ml)-110.0 +ml)•110.0 •70.0•110.0 +70.0•110.0 +70.0-110.0 -70.01-110.0 •70.0-110.0 +70.0-110.0 44 Ege0t91e 20.817.73.818 +7010 410.0 +70.0•110.0 +70.0•110.0 +ml).110.0 46 Ege9469 20.1117-23618 -no 410.0 +ml)-n1D +700-110.0 •70.0•110.0 +ml) -110.0 •70.0 410.0 +70.0 •110.0 •ml) 410.0 27 0 tBfeMeMPNde1T 17.817-20.618 470.0 410.0 -70.01-110.0 +TOO-110.0 +70.0 410.0 SI6rlderd Pral- 17.617.20818 70.0 410.0 •ml)414D •700 4tO.O •70.0•110.0 +70.0•110.0 70.0 410.0 +70.0-110.0 70.0 410.0 pRFI30R Cwt-n&t0. 14817.17.618 +7010 410.0 +70.01-110.0 +Ta0 410.0 +100•110.0 Cadom84e 14.617-17.510 +70.0•11aO •100•1140 •ml)•110.0 70.0•110.0 •100•110.0 +70.0•110.0 •70.0•110.0 +70.0•110.0 Shaded 11.377.14818 +100-110.0 +100-110.0 +70.0•107.0 +70.0-103.0 Sbteat 11.37 7-14818 •70.0-110.0 +70.0 4140 +100.110.D +70.0-110.0 •70.0-110.0 +70.0 410.0 70.0 -107.0 70.0-103.0 0 0 Te0w1 31.&83.36.911 .70A-110.0 +70.0 4910 +ml) 4aO +100 -90.0 T.H.9 31.683.310.11 +ma•110.0 •70.0•1 1 4D +ml)-111D +ml)410.0 +70.0•110.0 +70.0 10&0 70.0 430 •M.0 410.0 25 SleMmd cw p 28.617.31.682 +7010 410.01+ml)410.0 +ml)•110.0 +ml)-110.0 StaMmOCOM 2&817.31.807 •70.0-110.0 +100 410.0 -7&0-110.0 +70.0-110.0 •70.0-110.0 +mo•7108 +70.0•110.0 +70.0-1110 JA 513 ET-WW 2DA17.78.618 +7010 410.0 +100 4lao+70.0 410.0 +ml)410.0 E49d40e 20.617.48516 •ml)410.0 70.0•110.0 •ml)•110.0 +70.0-110.0 +70.0 410.0 •70.0-110.0 •70.0 •119.0 •ml)-110.0 48 StadodPM*W 17.&17.70.516 +704 410.0 +70.0-110.0 +ml)410.0 +100 410.0 48 SmrdmdPrMW& 17.517.70.816 •70.0•11&0 +70.0-110.0 •ml)-110.0 70.0 410.0 •70.0 4WO +100 410.0 +70.0•110.0 70.0 AMO EXTERIOR SASH Cwlom Sbm 14.617.17.518 +ml)410.0 +70.0-110.0 +ml)-11&0 +100 410.0 Cud=Site 14617.175+0 70.0-nag +70.0-110.0 •7&0•imo +70.0-110o +70.0-110.0 70.0.110.0 •70.0•110.0 +mo-n10 G`7 HEIGHT Cwtas$11. 12-517 14418 +70.0.110.0 +70.0 Time +70.0-1t10 +700-110.0 Cu91oma9e 12617.14.678 +70.0-1110•ma-110.0 •ml)•n O.0 •70.0•710.0 +70.0-110.0 •70.0-110.0 70.0•110.0 +100-110.0 SECTION DETAIL FOR Moog 71.377.12816 +700•170.0 +100-Time Tao 4140 +100•110.0 � 98odaal 11.377.12616 +70.0-i1D.0+100-110.0 70.0-110.0 70.0•110.0 •70.0 410.0 +70.0-110.0 70.0•110.0 +ml)-1100 WINDOWS WITH p rellmt 39706.37.8% +70.0-110.0 +70.0 MA +me -MO +70.0 -ODA 9 709701 33708.37.636 •70.0-11&0 +70.0•1/aD •100•110.0 •mo•110.0 470.0•110.0 470.0 4120 410.0 A3o +7040 4•.0 3$ SM d dCWtvpe 7&.617.33707 +7010 410.0 +mo-1100 +ml)410.0 +70.0 110.0 S 8tmdmdCoOapa 28.517-33.2D: +70.0-110.0 70.0 .110.0 •70.0-110.0 -Mo-110.0 +100-110.0 •70.0-110.0 +70.0•1510 +7ao-1tao LEVEL R3 REINFORCEMENT 25 Ew". 23617.28.518 +70.0 410.0 +70.0-Imo +100.110.0+100-110.0 Epua-me 23817-28818 +70.0 4140 70.0-110.0 .700-110.0 +70.0•110.0 •70.0-110.01-70.0-110.01-70.0•nog +70.0•110.0 g GLASS TYPES 9-16 �� Cwlom� 20.617-23.618 +70.0•imo +70.0.110.0 +100 410.0 +100 4%0 02� cO9temWe 20.517-73518 +70.0-110.0 70.0•110.0 +100•110.0 +70.0•110.0 •100-110.o +7ao-Imo +70.0-110.0 +70.0 410.0 SILL Stmdmd PNM- 17.617.20.510 +70.0-110.0 .70.0 410.0 +100 410.0 .100 41FO 3 ates0mO Peal_ 17.617.20578 +70.0•110.0 +70.0•110.0 •mo-110.0 70.0•110.0 +70.0•110.0 70.0.110.01-70.01-110.0 70.0-110.0 (REINFORCEMENTS SHOWN IN OM-Sk. 14617-VMS -70.01410.01+70.0-11&0 +100-1190 +mo 410.0 SS wo msae 14.517-17bi6 70.0-110.0 •70.0-110.0 .mo-110.0 70.0•110.0 +70.0-1100 +70.0-110.0 70.0-170.0 70.0 •110.0 FIGURES ABOVE APPLY TO C10lmn shte 12617-14.61& +70.0 410.0 +70.0-110.0 +100•1%0 +100•1110 thedam sue 12617-14518 +100-limo 70.0•110.0 +mo•110.0 .70.0•110.0 .100-110.0 70.0-110.8 70.0•110.0 +70.0 -110.0 FLANGE S BOX(EQUAL-LEO ablest 11.377.12610 +70.0-110.0 +70.0-1100 +70.0•imo.100-nae 911011010 11.377.12618 •mo-11&0+100•110.0 +100 410.0 +70.0•110.0 .70.0-1100 +700•170.0 70.0.110.0 70.0 -110.0 FRAME TYPES ONLY.ALL Telmt 30.017.41.644 +70.0•110.0 .70.0-110.0 +100-110.0+ma•110.0 TOW 38.617.41544 70.0-110.0 +7ao•110.0 +100•110.0 •10.0-770.0 +mo 4fol) +me-110.0 +70.8-110.0 +70.0-706.7 CONFIGURATIONS APPLICABLE.} Stmdad CoOope 31.617-36.618 +70.0 41&0 +70.0-110.0 +100-110.0 +100 410.0 Wridmd CMpe 31.617-38.616 70.0-110.0 +70.0•110.0 •100-1110 +70.0 410.0 •70.0•110.0 +70.0-110.0 +70.0-100.6 •70.0-iD3.0 c Egl.W. 28.617-31518 +70.0•110.0 +70.0 410.0 +100 410.0 +100-1740 Egu�iOe 28.617.31516 70.0-110.0 .70.0-110.0 •100 410.0 +70.0 410.0 +70.0-110.0 .100-110.0 +70.0•107.9 •70.0 -7024 810.110010 ProdeW 23817.7.618 +7010 410.0 +70.0•110.0 +100 4140 +100 410.0 Sterdad PRIAM 23.617.28816 +70.0-170.0•70.0-110.0 •100-nm6 +70.0•110.0 .70.0•110.0 •70.0-110.0 +70.0 •110.0 +70.0 -108.2 62 C.9-61- 20.517-23.616 +70.0•110.0 +100 410.0 790•110.0 +100-110.0 62 9u.1-91. 20.617.23816 •70.0-110.0 •790-110.0 •70.0-110.0 +MO 410.0 •100•110.0 •70.0 410.0 •70.0•110.0 •70.0-107.0 @abn ase 17.517.20818 +70.0 510.0 +70.0 410.0 +100 410.0 .100 410.0 cId-Bae 17.517-20.516 +70.0 410.0 •70.0-110.0 •100 410.0 +100-110.0 .70.0r •70.0 410.0 +70.0-71D.D +70.0-100.6 Cwrom S&e %517.17.616 +700 410.0 +100•110.0 +100•110.0 +70.0 410.0 MIA-Sae 14.617.17510 +70.0 410.0 •710-110.0 •100-1100 +70.0-108.0 +70.0 -MO.100.6 -70.01-130.5 +70.0 -100.8 CwtomU.. 13.017-14.618 +7010 410.0 +100 410.0 +100•110.0 +70.0 410.0 cud-81,. 13.017.14516 •70.0-110.0 70.0•110.0 .100-108.2 70.0•100.7 +70.0 70.0 94.4 •70.0 44.4 70.0 44.4 GLASS TYPES 9 THROUGH SMewt MOM-13.018 -70,0141"1+mo 4*0+100•110.0 +100 410.0 ShvR.1 11.974.13016 •100 410.0 •70.0 410.0 •100-t028 +100 420 •70.0 •70.0 -M 1 •70.0 In 1 +70.0 90.0 '16 MAY NOT BE USED WITH 70.11.91 39.517-41.640 .100 41&0 +100 410.0.100.110.0 +100 410.0 TIMI 39.617-41.644 +7ao-11x0 •70.0-110.0 .100-110.0 70.0-110.0 +70.0 +70.0-110.0 •70.0 -101.6 470:0 0.0 J-CHANNEL OR INTEGRAL Cwt..flim 3&617-39.618 .100.110.01.ml)-110.0.100•110.0 +70.0•110.0 alsomsa. 10617.39518 +70.0-110.0+100-110.0 +100-110.0 70.0 410.0 .70.0 .70.0 410.0 •70.0 •101.7 •70.0 96.3 FIN FRAMES EgLWa. 35.517.36516 +70.0-110.0 +100-110.0+70.0-1190 +70.0-110.0 EQ.0-619 36.617-38.618 70.0-110.0 +7ao-110.0 +100-110.0 70.0-1040 +70.0 +70.0-110.0 •70.0 4"10 .1007s Gomm Ste 32817-W.618 +70.0-110.0 MO•110.0 +100-1100 +100-110.0 w Cum"Slte 32617-35518 •710 410.0 •MO-110.0 +100-110.0 •70.0-110.0 •70.0 •70.0-110.0 •70.0 -100.7 •70.0 48.7 Simdwd Profto 21617-32.5% +100•110.0 +100•110.0 +100•110.0 +70.01410.0 SefcdW PNA9- 29.517-32516 +MO-110.0 +100-710.0 .100-110.0 +70.0•110.0 +70.0•110.0 +7ao-108.8 +70.0 •101.6 •70.0 98.1 Cestan Bio 28.&17.78.&78 .100-110.0 +70.0-170.0 +70.0-110.0 +100•710.0 Cedomslre 18.617-29.&16 *70.0-110.0 +70.0•110.0 +100-107.0 •70.0•102.4 •70.0 4MO +70.0 9&4 +100 9&.4 •70.0 Sh.hK 24618•2Bb16 +100 MCA 70.0.110.0 .100-110.0 ehmtwt '6.618-26518 +70.0-110.0+70.0-110.0 +100-1048 •70.0 410.1 -70.01-05.4 70.0 4114 70.0 9210 •70.0 924 Eque-01e 9&.617.41.004 .100.110.0 700•110.0 +70.0•11&0 ElzWOW 3&617.47.840 70.0-110.0+70.0•110.0 +100•110.0 70.0-110.0 +70.0•110.0 +710-700.8 - .0 N.7 .70.0 91.1 84 Cwtom Lgra 96.617.38.818 .100-IMA .100-110.0 +70.0•110.0 e4 Cwaomsae 35.517.38.518 •70.0-1110 lap•110.0 +70.0•707.9 +70.0-1024 •70.0 96.9 N0.0 9104 70.0 98.4 .70.0 91.0 aamemPNMe 99.818-36818 +7010 410.0 +mo 110.0 .mo-170.0 SmdudPraew 33818.38818 •70.0-1140 •70.0-110.0•70.0-7028 .10.0 9710 •70.0 933 +790 Sol 70.0 410.0 •708 410.0 PRODUCT REVISED 91.78 789701 -01.851 .70.0 410.02 7010•110.0 .70.0 110.0 AIM 7.0701 -11944 •ml)-110.0 •710-nae •70.0-702.8 +100 920 •70.0 939 70.0 90.1 +70.01 40.0 1 70.0 40.0 mmreplyingwith d70lgosllla SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Building Code +'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT- - Z-pte49e N9'r-0 0,,3 By. G1 ireI DR. .�,f:!��:,;<< • • • • • • • • Revlaed Date° R9WNon: • w 0 • • • • Revised W. Date: Revtetoa: NOTES: _._�� ® Oeear7pRwe; Dma 8y: . 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. _.,�(•�'T'" tb DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. (•I •. 1 ft E C E, Ill.3 279 • Atte: 4N �nDE Ill. o 0 •SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 • . • .• • • 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN • '••. • • (5111)-480-1t)p0• • i*• • Sertas/Madek $=I*: Sheet: arming No. Rev: i ON THE TABLE. A:LYnNhkLER\B.E:' CERT. OF RUTH. 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�®��,,nnonnnnunuunununnnununuu uon0000nnnunon©uununnnoun 00000nnnnnnnnnnunonunu©nnunnnunuun©unn©nununuunnunnunnuo©nunn©nnunoonnuun©n unununnuuu.uuunnnuunnnnonnunnuunnnnunonnnnnnnnnnnunnnunnnnnuuunnouuoon©oounoonoonnn nnonnnuunnnnnuuuuunun nnunnnnuununnnnnunnnn ©nounnnnnnnnnuunn©000 uuonnnunnnnnnnnn©uunn nnunn©nnnunonnnnnn;nn© as©unnunnnunnnun©nnnnon uuonnnununnnnnnn©0000 unonnnnanuunnnnnn0000 ��nnnnnnnnunnnnnnnnnnu uuu©ununnnnn000u©0000 ununnnnnnunnnnnnnnnnn mom; no©nnnnoonnunounnunn nnonn©nonnnnnnou©onno nnonnnononuunnnununno �n ,ouaounounuunuunnonoun nnononnonuunnonoonuun unuunnonnouoounuunoun ®,nunnnnnnnnunnunnuunnn nuufl©nnonnunnonnonnon nnonnnnnnnnuuunuonnuo r �noun©nnnnnunnunnuunun nuonnnnnnnnnnunnunnou nuunnnnnnnnnnunn©nnun ©nonnnunnnnnunnnnnnnn nnu,nnunnnnnnunnnonnun nnounnnnnnnn©unuun©un ©noonnu000000©©000©©©unu:000nnnnunnnn©©u©uu unun©nun©©nnunnuuuuuu c �©©ounn©ununnuuuuuuuuu uuu,unn©nuunnuuuonuuuu unounuuunununnnnnu©nn uununuununu'uun©nu uno,nnnunnunuonuonuouu unuunnunnunnunnunu000 ��uoonnn©00000nn©nn©000 URN nun ©noonn000nnn©noono©nn ® ,nuononnunnuununuu©buu nuu,nunnounonnuuunnnon nuonun©onnunnunnunnun uouunuuBuunuouuu©nun uuouu©©unuunuunuuuouu uuuunnunuunnuunnuunou ®®n uonunn©nunnnuuuuuouo uun©uuuununoun nuuuuu uuuu©uuunuununuuuuuuu ®luuounnuunuunuuunounuu uuouunn©nuuuuuuuouauu uuouunnnnunuuunuuunuu ®:u uounnunnuunuuuuuuo©u unnunnnuuuuuuuuuououu uuuuunnnnunnuuuuuunuu �,unuunnunnunnuunonnouu uno;nnnunuo©©o©uonuonn 000unnun©nnnunuunuun© �onounnonnonnonuunun n uuuoununnunuuuuunoauu unoun©ounannon©onnonu ��onuonuuununnun©unuonu unounnunnunnunuunuonu unuunnunnannunnuuuunu m�onop000©nno Mun©unuuon onoion©onnunnunn0000nn onoonnonnonnonnon0000 ®�uuo©auuuuuuuuouuuuuou noononnuunonuounounou unounnuoununuonuuuu IN ��uuo©onuun©ununuuuuono uonnonounuu©uouuouno©uuununnunuuuuuuuuuuau ®©u�':uunuonuonuouuQuuuu uuoiuunuuuuuuuuuuouuun uuuuunuunuunuonuuuuuu ��,uuuuunuunuuuuuuouuuou uuo,unn©uuouuuun000nuu 000©uuuunnunuouuuuuou �.uuonnuuunuuuuuuuuuuuu uun,nnnbunuuuuauuuuuou n©oonnuunuunn©©uuuuuu ■�wuauunuunuunuuu,uuuuuu nuuu©nouuounoouUuuouu n©ounnuunuuuuuuuu©uuu ® ,on00000000©oonn00000n on000noononnunnoon000 o©oonnoonoonounuu©unu ©uo©an©unounuououuon©000uunuunuouuuuoouonu uounonuunuunuuuuo©oun � �onnunnu©nuunuunuououn nuuuunounuuuuu©unuuou 0000©nuunuunuunououuo � i000unnonnuunoo©na0000 0000©©onn00000©000noo o©0000n©000000000©000 •, ml� on000nu0000n00000n000 00000000000n00000nnoo n0000000000n00000000u ]f ,• • mum :1 :.1 3.600' 3.500" - 3.607 3.500" -+i�- .062" -+-I�"if-- .082" -y-I�-- .082" ��- .062° .080° 1.184" as ,.483" 1.483• ,.493° �a ,.483" .070' �� 1 o716" 070 t I� .810" '�� a 1 J-CHANNEL FRAME .825" a O FLANGE FRAME 1.375" FIN FRAME EQUAL LEG FRAME �1 1.185" }T -y1 CF .150° 1.375" O HEADMAMB O HEAD/JAMB O HEADNAMB LIGHT SASH I 26 HD SASH O REINFORCEMENT O REINFORCEMENT 3.483° -� 1 070' -+{�•+- 1.182° 1^+-- 3.483' --�-{ 3.483" �-� 3.483' 791'.08 036" 0 .070° --►�{+-- .82' -�F� 2° .062" . 1. 1.041' Q a D ---777 -L a .130°2.444" a 2.444° 2.444" a -yry 1.331" �-�- --►� 1.340' �- �D EfD 2.444" O STANDARD REHD MEETING RAIL INFORCEMENT REINFORCEMENT MEETING RAIL REINFORCEMEN 27 REINFORCEMENT 0 0 � 0� J-CHANNEL .625" .825' a O FRAME SILL a O FRAME SILL FLANGE 1.375" O�IILI LRAME EQUALLEG 1.376° FRAME SILL 7- TI I T 1.215° 1.376" 1 2.100° -►- 2.176° 1.472" 1.366° .065" 1 1.830' o a .OB6' .37$' tj- .974" .590' .471' .34T 590"07 .035' � T � .355 . .050° .050° I 1.231" �- 1.000° �- .060' J .070 4 FIXED VELED BEVELED MEETING RAIL 18 SASH RAIL 17 BALANCE 78 SCREW CSASH OVER LIFT LIFT TRAIL COVER 21 BEINTERLOCK� OINTERLOCK COVER "RODUCT REVISED :..:u mply is with the Fkd& :;+:ildinD Ode �tcceplance No lb•O t .(�j H�:plmtian,Data 2Dzo Revhmd By. Dotw RevWw.. .31 G .300" I} .: I •:.��. • • • " .176° . .:.••; •-• ��.•�i••. •• ••• Revbd By. DoeRvetm. 754" 750' . 026° Minmi)ede Droducl' Dawdpt;on: Dmwn By: O LAMI IG 81 EXTRUDED OROLLED 6 1K(�I:.: :,;_� • WINDOW EXTRUSIONS J ROSOWSKI BEADING SCREEN FRAME SCREEN FRAME :.,�.�. • � 1f70.fECHN0rD017•DRYE 7JNw Dafe: •. ' . IN VENICE, MIL 30270 SINGLE HUNG WINDOW INSTALLATION-LM 05/15!15 ..: ..�•.�.•` • • (41)!480-140• . sedee/Modeh swk: sheep Oraxing No. Rew. Al17QI(JIIISIUER.P.E. CERT. OF Alm. #29298 SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.E.#68705 ••• • • • • .f• • • TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUM BIII of Material BIII of Material,cont. STRUCTURAL # Pad# Deacriptlon Material # Pett# Description Material STRUCTURAL SILICONE 3116"NOM. POLYISOBUTYLEN 114"NOM• FOAM 1 820101 Singe Hung Frame ea &lambs-J G sone PVC 720187 Auto Lock Mechanism C Steel WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720188&8 Sweep Lock Cast Zinc WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head&Jamba-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal LegBox PVC 48 76X1180PTX#6 x 1-11W Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH1DH Frame SIO-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH1DH Frame SIII-Flange PVC 50 76X34PPA 06 x 3/4"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIO-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 6 820108 SH/DH Frame SIII-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620128 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 7a 4SG TPS O SPACER®NXT na 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 16 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 AI 57 420188 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rall Interlock Cover PVC Be 720192 Metal Tilt Latch Finger Pull Cast One REINFORCEMENT pOLy1S0- DESICCANT FILL AREA BUTYLENE 21 620167 Beveled Interlock 6005 T5 AI 58 420180 Piot Bar Comer Key PVC 5116°NOM. 22 620145 Beveled Interlock Coder PVC 60 720206 Piot Bar SS 5118"NOM. SEAL BUTYL& V"T.GLASS LICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720181 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6083 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T6 AI B5 78UFPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270'Fin Pile 67 78586 #8 x 518"Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.190'x.300'Foam Bulb Flex PVC 72 720135 Laml I.O.Bead PVC 32 61719 Weatherstrip,.187'x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS 33 61825 Weatherstrip Plug,.220"Rnseai 75 71646N Setting Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM 35 78XIMM #8 x 1'Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum DURASEAL@ XL EDGETm 36 78)GTHPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roil-Formed Screen Frame Alum 79 SPACER 7s SPACER 37 71669SP Meeting Rall Screw Support Plate 6063 T6 AI 82 7CKOLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)00000 Constant Force Balance 84 47041 Screen Comer Key without Pug Ring X 2 PVC 41 #8 x 314'Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 1 87 1616351616141.140"Screen Spline(MachinalHand Rolled) Vinyl 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Sam) 410 SS Part# Description Material 76 Kommeding 4SG TPS Spacer System PRODUCT REVISED 77 Quenex Super Spacer nXf wSheet for with Hot Melt Butyl See this 3 u 4� h Fes„ 78 Quanex Duraseal Spacer Accepaaneo Net ro-0714 Materials 1�xpjm on- 79 Cardinal XL Edge Spacer " Revised Or. Date. ReviMon: ;�� ,"' • • • • • • • • A ADDED SPACERS By Mj EF E TEST REPORTS:FTL-6717,8988 8970 .x`•:':"; • • • JR 05/05!16 ) Maki) Froducti -; • i • • • e Revised Bi, Qete: ROVW*n. Dmm W. `{ BILL OF MATERIAL(BOM) J ROSOWSKI o I.�� `••: ''. � •1W0 6ECHN01Q01'•DR% now Cote: ' '. •.' N 1iI41cE fa 34R7r• SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: ._.'; .1::;: :....•'• • •(911)A480- 6:0 • Series/btodoh Sock: Sheetr MvePo9 No. Raw 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. '•" III: P E i 2)ITEMS U 9-13,16,24,28,29.34.39.61,62,86-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 68705 CERT.OF AUTH. #29298 SH-5500 NTS 12 OF 13 M D-SH5500-01 A I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D S M IAM FD DE MMI—DADE COUNTY,FLORIDA, 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 www;miamidadg g2y/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 Couvt3i Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami Dade Coua#y}reserve••••• the right to have this product or material tested for quality assurance purposes. 144s produ%t-or. material fails to perform in the accepted manner,the manufacturer will incur the expense of sa4 testing a'hti th'b AHJ' may immediately revoke, modify, or suspend the use of such product or material'ovtthMA their jur?sdiction..••• RER reserves the right to revoke this acceptance, if it is determined by Miane—i3a'de Coity product Control Section that this product or material fails to meet the requirements of the apPl1cale buil&g Bode. This product is approved as described herein, and has been designed to comply t ,t a Floridd BTlding.... Code,including the High Velocity Hurricane Zone. *sees: • DESCRIPTION:Series"FD-5555"Outswing PVC French Door w/&w/o Side14 and Trans4":LM.L APPROVAL DOCUMENT: Drawing No. NID-555.1, titled"Vinyl French Doorianc�0SJ,T/T&' sh;ets 1," through 12 of 12, dated 05/07/13 with revision B dated 01/24/16, prepared by manufacturer, sighe$ 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 County Product 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 logo, city, state, series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be av ' ection at the job site at the request of the Building Official. This NOA revises NOA 0.15-0409.03 d consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4,as well as approval doc one e. The submitted documentation was reviewed by Manu erez,P.E. ruar�NnaOe coin NOA No.16-0126.04 • w .} Expiratio ate: January 23,2019 Approva Ito 19 . Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-0815.03) 2. Drawing No. MD-555.1,titled"Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision B dated 01/24/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 0*00 2)Uniform Static Air Pressure Test, Loading Rer FPC,TAS.2.Q2-94 ....;. 3) Water Resistance Test,per FBC,TAS 202-94.' : ...• • 4)Forced Entry Test,per FBC 2411.3.2.1, •• and-TAS•202-94� •""' 5)Large Missile Impact Test per FBC, TAS 20 t'9'4 0 :•••• 6)Cyclic Wind Pressure Loading per FBC,TAS 2M-94 •••• • .... .... ..... along with marked-up drawings and installation diagram of a SpgWkD-55.70/FD- ••:•• 2770 PVC double entrance outswing doors,prepared by Fenestrafi©a Tes 'ting• ••'•;. Laboratory, Inc., Test Report No.FTL-8717, dated 11/16/15, sigald end sealed by '• Idalmis Ortega,P.E. •• 2. Test reports on: 1)Air.Infiltration Test,per FBC, TAS 202-940••; ,.. . 0 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202:94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC, TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-8716, dated 11/12/15, signed and sealed by Idalmis Ortega,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC fixed sidelite,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8715,dated 11/05/15, signed and sealed by Idalmis Ortega, P.E. Manuel Per P. . Product Control Ex ' r NOA No.16-0126.04 Expiration Date: January 23,2019 Approval Date: May 05,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNrnvuED) 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an outswing PVC French door,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) 5. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2 Large Missile Impact Test r FBC TAS 201-9g • } g p � � � 0000 0000.. 3)Cyclic Wind Pressure Loading per FBC,TA$.203-94 0000 • along with marked-up drawings and installation diagram of ars-t attswing f2igid PVC ... French door,prepared by Fenestration Testing Laboratory,Inc•,*Tt§f Report No. 0••••• FTL-7371,dated 05/25/13,signed and sealed by Jorge A.Naya;7al'.E. •;,,,• , (Submitted under NOA No. 13-0815.03) 0 0 0 0 00000 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94..'..' 600 0 0 0. 0 2)Uniform Static Air Pressure Test, Loading prttBV TAS 202-94 • 3)Water Resistance Test,per FBC, TAS 20244 ;••• :*009: along with marked-up drawings and installation diagram of;%PVF_ fixgd window;" 609. prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-733%,:dated 05/25/13, signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) 7. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a Rigid PVC fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7339, dated 05/23/13, signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09 Manu41fPe—rm--V.1E. Product ContrExam' er NOA No. 6.04 Expiration Date: January 23,2019 Approval Date: May 05,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc, for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18 3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions 1,imite&fQxlHeir ...... "White Rigid PVC Exterior Extrusions for Windows and IYw%'; dated-II/06/14, •, expiring on 09/30/19. •• •••••• (Submitted under previous NOA No. 15-0409.03) 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extru io�s•Limitjj*4*0t then'....� "Brown Coated (Painted or Laminated) White Rigid PVG.Exterior. o • Extrusions•••• for Windows and Doors", dated 11/06/14,expiring on 09/30/1-9.'••• •••••• (Submitted under previous NOA No. 15-0409.03 •••••• •• 5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions limit6 64 their*goose series "VE 2000 Tan 202 and lighter shades (Non—White)AQ0 CeUWar.PVC:•••• Exterior Extrusions for Windows and Doors"dated 01/23/14,expiring on 0143/19. (Submitted under previous NOA No. 15-0409.03) 6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. (Submitted under previous NOA No. 15-0409.03) 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors"dated 12/29/11,expiring on 12/29/16. (Submitted under previous NOA No. 15-0409.03) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-ft?°F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen—Pass,ASTM E 2190 I.G. Durability-No Fog-Pass. (Submitted under NOA No. 13-0815.03) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU- in/ hr.-W--F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs. (Submitted under NOA No. -13-0815.03) Manuel Pe ez,P.E. Product Controla ner NOA No.16- 126.04 Expiration Date: January 23,2019 Approval Date: May 05,2016 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CoNTuvuED) 10. Vision Extrusions,Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.03) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA, Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 13-0815.03) F. STATEMENTS 1. Statement letter of conformance to and of complying with FBC•50 EdItjV&t2014)p.... dated 03/30/15,issued by manufacturer, signed and sealed by A.Xyln Millerti E. •, (Submitted under previous NOA No. 15-0409.03) •••••• •• *Osseo 2. Statement letter of no financial interest and of independent,•it§Ud by manufacture•••• dated 03/30/15,signed and sealed by Anthony Lynn Miller,P.V•• •• .... .... ..... (Submitted under previous NOA No. 15-0409.03) ,. 00069 3. Laboratory compliance letter for Test Reports No. FTL-7370p0FE 7371;•FTL-7338•••:' and FTL-7339,all issued by Fenestration Testing Laboratory, tag tl.-ated 05/23/13 and •• 05/25/13, all signed and sealed by Jorge A.Naya, Jr.,P.E. Osseo*••e•• (Submitted under NOA No. 13-0815.03) ... ""�• •• • • 'Go G. OTHERS 1. Notice of Acceptance No. 15-0409.03, issued to PGT Industries, Inc. for their Series "FD-555"Outswing PVC French Door w/&w/o Sidelite and Transom-L.M.I., approved on 07/02/15 and expiring on 01/23/19. Man el P ez,P.E. Product Control a iner NOA No. 16-0126.04 Expiration Date: January 23,2019 Approval Date: May 05,2016 E-4 GENERAL NOTES:SERIES FD-5555, DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT!VINYL,REINFORCED,OUTSWING VARIES, RATED FOR LARGE B SMALL FRENCH DOOR&SIDELITEIfRANSOM(SLT/TR) SEE SHEETS 4&5 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE TABLE 1: FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Min.Edge Min. Group Anchor Substrate Distance Embedment 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. PRODUCT RF.VISHD Ungrouted CMU,(ASTM C-90) 1' 14/4° w cemptying with 9w Fl-i& 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY A 3/16'Eloo Uitrecon Bmiding Cate APPROVED MASONRY ANCHORS.MATERIALS CMU,(ASTM C90 2-1/2" 14/4° Ac S USED FOR ANCHOR EVALUATIONS WERE SOUTHERN mWW="%ro-OlUx 0�1 PINE,ASTM C90 CONCRETE MASONRY UNITS(CMU'S)OF NORMAL WEIGHT AND OF COMPRESSIVE P.T.Southam Pine(SG=0.55) 112` 131W 2xpi mwa Dale STRENGTH OF MIN.1.9 KSI)AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. #10 Steel SMS(G5) Aluminum,6063.75' 5/16" 0.063' By #10 410 S.S.SMS Steel,A36` 5116" 0.063" 'Mim Product 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL W000 #101"S.S.SMS BUCKS LESS THAN 1.112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS Steel Stud,A653 Gr.33" 5116° 0.063" ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XB PTSouthern Pine(SG--0.55) 1/T 1318" A)UPDATED ANCHOR TABLE, ARE 1-112"THICK OR GREATER.1X AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED TO P.T. CHANGED SERIES#-JR-03/18/15 PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS 3116"Eloo URracon Grouted CMU,(ASTM C30) 2-1/2" 2-114" m B)ADDED TPS SPACER,LIMITED THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ' Concrete(min.2.85 ksi) 1° 13/8" �00 CFG.,STD.YRS.-JR-01/24!18 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK, 1/4`Elco URrecon Ungrouted CMU,(ASTM C-90) 2-1/2' 141,P NON-METALLIC GROUT AT 3.4 KSI MIN.PER ASTM C1107,(DONE BY OTHERS).MAX.1/4"SHIM (SG(SG=0.55} 8M6" 1318" m SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT #12 Steel SMS(GP.T.SoUtheln Pine 5) Aluminum,ne 5' 3✓8' 0.071" TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, #12 410 S.S.SMS m 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS Steel,A36" 318" 0.071" W APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH THE FBC. #12 18$S.S.SMS > '"aa Steel Stud,A653 Gr.33• 318" 0.071`(14 Ga) � C S P.T.Southam Pine SG=0.55 1" 1.3/8' 0 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ( ) O Co P ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS 114"EICo Ultracon Grouted CMU,(ASTM C-90) 2-1/2' 1314` N N slop SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.EXTERIOR C N Concrete(min.2.85 ksi 1° 1318" OJ c -'� INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR W� O p WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE Concrete(min.3.35 kei) 1' 1314' 0� N•--1 0 0 2 OF THESE INSTRUCTIONS. 1/4'Elco 410 S.S.CreteFlex Z N LL ro M 0 Ungrouted CMU,(ASTM C90) 2-10 144 =rLj X 7)MAX.1!4°SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT ISNOT P.T.Southern Pine(SG�.55) 1' T o 1318" FW-UU Z m O W nMQ FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD 1W Elco 18.8 S.S.Aggre-Gator Concrete(min.3.27 kei) 1-1/7 1318" O 0 F BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY , " h O O J .C— THE DOOR,SIDELITEORTRANSOM. O 0.2 Z Z U) 1/4'Elco Ultracon Concrete(min.285 ksi) 2-112" 1318" In IL 8)DESIGN PRESSURES: D 114' eFlex 1 Concrete min. 1 Q 0 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. GLASS PER ASTM E1300. 0 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE. Op las' FRAME ANALYSIS AND GLASS PER ASTM E1300. TABLE 2: ® G (n W O 9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS T Description Where Used: V ~O Z CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.19'/"STRESS INCREASE HAS NOT Z Z alon BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR 1 13/16"Lams.IG(1/8'T-11/16"Air-1/8"ANN-.OW'PVB-118'ANN) Door a LU 77 THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER2 1-3/16°Laud.ID(311("T-6/8'Air-118°ANN-.0w PVB-118°ANN) Door x N DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE3 1-3/18'Lemi.IG(118"T-8118'Alr-3118°ANN-.080"30-3/1("ANN) SldelitB/Tren-aOm W (INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE. m Z 4 13/18"Lam!.K3(3116"T-1/2"Air-3/16"ANN-.DW SG-3/16'ANN) Sldelite/Transom Uj 0 10)ALL RIGID PVC AND RIGID CELLULAR CPVC MANUFACTURED BY VISION EXTRUSIONS.LTD.HAS 5 13116"Lami.IG(118"T-8/16'Air-3(16'ANN-0W PVB-3116'ANN) Stdelite(TrarlsOm a -nsa saua BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 171 0 S 6 13118'Lam(.IG(3/16"T-1/2'Air-3116'ANN-0W PVB-3/16-ANN) Sidelite/TYansom 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA 7 7/16"Lami.(3116"AP116-.Q"i'VP-3016'ARIN) • • DoorlSidelite/Trettsom ` t t":1 r,. BUILDING CODE. • 'ANN"-ANNEALED • • •• • • • • • -,,� 4,.`S••"!f! n -'(.� 12 REFERENCES: T=TEMPERED • •• • • • • ••• • M1.•'�,i_:c"!;^''•r�{;,� '' TEST REPORTS:FTL-7339,7371,8715,8716&8717 "PVB'=.090"BUTACITEO PVB 01'ERLAVER SYh�RA�YOAM5�I INIe.• ,•. • GUIDE TO SHEETS: ' " NOAS:ELCO ULTRACON NON ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA; 'SO"_.090"SENTRYGLASO 1*TERI%"BY KERARAYAMERICA�. GENERAL NOTES.-........................1 ?�; VISION EXTRUSIONS.LTD.WHITE RIGID,VE 1000 TAN 202(NON-WHITE}RIGID&BROWN-COATED SEE TABLE 11 FOR SPACER INFORMATION ELEVATIONS................._................2 ,, 5705 (PAINTED OR LAMINATED)RIGID PVC NOA'S,VISION EXTRUSIONS LTD.WHITE&VE 2000 TAN GLAZING DETAILS..........................3 _ M1 DESIGN PRESSURES.....................4-5 ��:? 0714 (NON-WHITE)RIGID CELLULAR PVC NOAS,ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM STANDARDS USED: SIDELITE/TRANSOM ANCHORS....4-8 /l7 NALUMINUM DESIGN MANUAL. •20,84'Ft?!d1�A BUI CW 6'BC),5'�i IQN INSTALLATION................................7-9 ,yd: - ,y7•�..1M,�� • • • • • • EXTRUSION PROFILES.................10 13)THE 5555 SERIES IS ALSO KNOWN AS THE 655 SERIES. •ANSBAF A N4S-2018 FOR:VO#D mNSTR#CTISN PARTS LIST.....................................11-12 �tLUMINLWESIGN M0.01UAS,Alliin-2010 • • CORNER DETAILS..........................11 ,'- - #1191-S10Eti07/52-2010• • •• • HARDWARE DETAILS.....................12 A.LYNN MVLLEIR,P.E P.E.#58705 see 0 • ••• • • • • • • • • • •• ••• •i• i• •• EXAMPLE CONFIGURATIONS ao° MAX MAX.° I I I —►i 1�'MULL 1'MULL -��-3�" )t MUI 37-9/16" (38.79') 76"MAX. MAX.SLAB WIDTH as camplyiug with the FlorTdir' &epttatia•Date� •� ��-! MAX 93.716' HEIGHT Miami k•6aM' MAX.SLAB (ALL DDDR HEIGHT CONFIGS.) A)NO CHANGES THIS SHEET � JR-031BNS B)LIMITED 00 CONFIG. a:JR-01124T76 o' TYP.DOOR SLAB X XX OIX(SHOWN)OR XIO OIXIO y m (WIDE STILES AND WIDE RAILS (NARROW STILES AND WIDE in —-8 SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) 30.8 FT'MAX. 30.8 FT'MAX p O DETAIL SEE SIZE RANGES FROM SEE SIZE RANGES FROM HORIZO40"Nin 36314' a 0 a HEET q TABLE 8 8 9,SHEET 5 TABLE 8 8 9,SHEET'5 MAX Io MULLION I 0 LENGTH J co Z LL N U- m uMoiO `L MAXMAX MAX (UW�U_40- X— c �{ MULL(X2)X2 � TYP. 867/8" 106X18" TYR F Z m O 9M4 ( ) MAX. MAX I'"�- 1'MULL O j y F DLO DLO r Z 6.Z0) to — z ILL y O O N / \ MAX / MAXI"MULL HEIGHT / HEIGHT MULL 0 tae4s / OR WIDTH // OR WIDTH MAX \ VERTICAL LENGTH / / ® V U aro s Z Mu Z OIXXIO SINGLE O SINGLE O • • O 0'MJkXIMUIN OF 2• \ (NOE STILES AND WIDE (WIDE STILES AND WIDE (NARROW STILES AND NARROW • $ ..��1�t.�� RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) • • • tSY1SF ' (wlDEsnl�s�raorARrow • OJOWITH O/XWITH NOTES: •• •••RAID SHOWR ON ME19MM• HORIZONTAL HORIZONTAL 1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. MULLION MULLION 2)MULLIONS SHOWN ARE STANDARD I'FRENCH DOOR MULLIONS PER THIS NOA. (WIDE STILES AND (NARROW STILES 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. L-1 MADE RAILS SHOWN AND NARROW _ _ 4)FRENCH DOOR MULLION IS LIMITED TO 98'IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS. •:• ••• • • • ON SIDELTTE 8 RAILS SHOWN ON ) � .6 .'.{� 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLTIIR OR MULLED ASSEMBLY. • • TRANSOM) TRANSOM) `� ' = - 6)ADDITIONAL CONFIGURATIONS USING THE 1'FRENCH DOOR MULLION ARE POSSIBLE.USE THE ABOVE DRAWINGS AS • • • • • • • r:rpW^`"•'�;_'' A REFERENCE FOR SIZE LIMITATIONS. • •• •• • • •• • • •_`�c_^. `''' A.LYNN MILLER,P.E. P.E.#58705 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N o Q- 9� E'S55-aW o- Z E 10£ SIN � 5555-ad INSMosoa r JT F SlIV13a ONIZHI'J £NL/S - NIIIIS aNV Nooa HON3H=i'LINIA 4 5 009E 084(lbs) sem&Funvdo -''t F•j y t�8$ 41Zb£-1=1'Sl WONON ® J a c� 6Z%XOS'O'd a z QOSLZb£ld`30IN3A'N 3ARi0,IJOIONHO310L0E U 23 Q� U4 g z o Zom y z � � rn z�-►{ �_m p � r`g � gOzOW��2�s<J • mW�UmO >W to U CO w ZU z4� 5(,,A •rwim'g�wG 00 aw LU 0 m R • 0000•• CL 00 0 • Do 0 000000 0 •00••• 0000 00.0 • • • • • • •000 •••0 000.0 • • •0•••• •• •• • 0000• • •000.0 • • Q QQ • • • • • ••00• _ZQ O � ZQ O W • • :0000• 0cn W >a 'fpM zZ (pm z •• • ••• • 0000: a0 le a �fl W ON •• n r> I W w w p}W r Z � a w z a s Z� y $ a w o g m w o WaJQ 12" .]m .gy m z N 70 m �ZP m Zz �a0 �o o o w � O Wa z n � doy aa r� o Wm co Zw cA y �� a 0a Q 01 ¢F ; S Z,, Qm, C, ,� 7 1•- m N 2 0 t1 a LU Z w fn w m C7 SINGLE DOOR DOUBLE DOOR SIDELITE-TO—SIDELITE SIDELITE—TO—DOOR INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION 4-D.C.MIN., (010) (XIO,O►X,XIX,0140,XIOIX,OIXXIO,ETC) SEE TABLE 4, ---� SEE MULLION CLUSTER SEE MULLION CLUSTER 4"MAX 4"MAX. ASTRAGAL THIS SHEET, / �\DETAIL BELOW ,' ��\ DETAIL BELOW FOR QUANTITY, i PRODUCT R£V19ED CLUSTER SEE TABLE 1, I ATTACH DOORS AND 8-12' 8-12" ------ SHEET 1FOR SIDELITES TO THE 7 m«PIY'uBwvith&CFlarids MAX. r- 9°MAX. MAX. r- TYPE �� / MULLION AS PER �� Acrepfurca No I '�� CENTERED �I I I' THE INSTRUCTION ? �i ' BETWEEN I I I OF THE INDIVIDUAL i '\ CENTERED i ANCHORS I �, i j DOOR OR SIDELITE By BETWEEN CENTERED i Mian' Pradum HINGES i BETWEEN i i �' i MAX SEE' HINGESI TABLE 5: MULLION NOTE 11 �/ 12"O.C. NOTE 1 i i /M I i I I�/ i I VERTICAL MULLION / ;A)NO CHANGES THIS SHEET LENGTH IN JR-03118116 VERTICAL k CENTERED i MAX, CBENTERED ETWEEN� i i j j DESIGN PRESSURE i APPLICATIONS ;'8)ADDED GLASS TYPE 7 TO BETWEEN HINGES I I I SEE I +/.70.0 PSF a TABLE 3;JR-0124/18 HINGES I 1 � I I � i i NOTE 1 i/ CENTERED o i l BETWEEN �i I � i I SIDELITE SIDELITE SIDELITE DOOR 10.12' L 8"MAX ANCHORS 10.12' L J Y 0] MAX. MAX ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS '^aa ANCHOR REQUIREME CHOR REQUIREME SAME AS HEAD SAME AS HEAD Of O SAME AS HEAD SAME AS HEAD - ❑ U X XX,(USING ASTRAGAL) MAX./"-1 cMAX7`N a,°p \ �1'MULLION /� �1'MULLION O a MAX. \ , _j t� a TABLE 4: 4'O.C.MIN. 8" :7�-�+4'O.C.MIN. 4'O.C.MIN. 4° , `4"O.C.MIN. O L N.L (D 'g TABLE 3: i r ' Z a- ro µ°'0 XX Door.Astragal Cluster Anchors Required 1 ► I i i =LL X 8 XX Door.Dedgn Pressure SEE TABLE 6, SEE TABLE 6, U U X y Head 8 SRI I THIS SHEET, +I Door Widthpn) I --- --- t THISSHEET, z 2ON FORANCHOR FORANCHOR W O 17- 76 pMp +1.70.0 PSF Glesa 287 48 60 72 76 SIDE- SIDE- SIDE- DOOR / 1> Y I- 7ypss , QUANTITY.SEE , QUANTITY,SEE t`" O O -j 0 0 LITE LITE,' TABLE 1,SHEET LITE � TABLE 1,SHEET Z a Z m C m r`q m U v 1 FOR TYPE 1 FOR TYPE ❑ LL O - - - - TABLE 8: 80 4 4 4 5 4 5 4 4 Anchom Requlmd for a Vertical Mullion teach mul0on ern) FOR-OMD' 8 78845 4 5 4 6 4 1 8 1 5 14 Door or Slda0elTtamom W&h(in) AND SIMILAR v ❑ ] t7 12 24 32 3849 40 CONFIGURATIONS = � Z CONTAINING U Mu®oa o m v o m v o m v o DOUBLE DOOR Z X a�D°s TRANSOM—TO—DOOR(X/O)OR TRANSOM—TO—SIDELITE(O/O) Hey g ! (xx).USE LL Ul a. U, a @ tl L' ONLY HALF OF O LL Z MULLION ATTACHMENT$INSTALLATION Ooar on) wA z 10 z 2 , 3 z ," wn wA `wA THE FRAME W } 0 Lb SLTITR so , 2 1 2 2 1 3 2 , 3 2 , WIDTH OF THE O Z y a ATTACH DOORS, _ - DOUBLE DOOR LU LL SIDELITES 8 Door WA 2 1 3 2 1 3 3 2 WA WA WA WHEN USING TRANSOMS TO THE 6LTRR 1 2 1 3 2 1 3 3 2 3 3 2 THIS TABLE. 817+1 asep sal.as MULLION AS PER / ^/�/ `�� •• ••• • • • • THE INSTRUCTION i t 1'MULLION • • • .0. • • .00 INS UCTIONS:OF THE INDIVIDUAL TRANSQh4 �`� 1 HORIZONTAL • •• ,ti�4: �' PRODUCT ---�- _ I I 1 J DOQR HINO`.y1M�S O H AL�YS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1,SHEET 1,FOR ^� $ . MULLION ALL APRROVED ONCyO F UR F X AN �F�QRS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH 1 I APPLICATIONS HINOOLOCAW*t (R;=f-*W N[*D#t(bFLAWHE"SMS OR 3116'FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). J gMNCw f7 ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR TWO(2)ANCHORS EXAMPLE,ON AN°XIO-CONFIGURATION,THE DP FOR THE DOOR THE MULLION AND THE SIDELITE MUST EACH BE TABLE 7: DOOR OR E A-D AT EACH ' i (TYPE ) DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. =- HI$BZONTAL MULLION SIDEI.ITE - ^ MULLION END. NO S!•• ••• • • • -.:1 a" �� - DESIGN PRESSURE 1) O DOR MAY IFE LEFf OF tIGHT-HKN13ED.• • .::- ..c":. +t•70.0 PSF \` yy~ / UL I S SHAWN S7DD 1'FRE IJOO LUONS. 40'MAX.MULLION LENGTH IN HORIZONTAL APPLICATIONS. •s)MULLES rjONFIGU ON NO ShbWN B PO ISLE USING OTHER MULLION TYPES,SEE SEPARATE NOA TRANSOMS WIDER THAN 40'WILL REQUIRE ADDITIONAL •This LOWIST COMPOIII��EEENTD �S O SE T7" EMBLY DP. r^ STRUCTURE OR DADE-APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO 96°IN VERRR999"'ICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS. TRANSOM AND DOORISIOELITE. 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. A.LYNN MILLER,P.E. 6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.#58705 555 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 TABLE 8: 81dslltefTtansom Design Pressure(+/-,psQtorGlass Types 3a4 SIDELITE/TRANSOM INSTALLATION(0) Long Side On) 63.3118 68.5!8 68 70 72 76 78 82 84 80 92 98 98 104 108 111 24 +/70 +/-70 +/-70 +1-70 +170 +/-70 +1-70 +/-70 +/-70 +J-70 +/-70 +/-70 +/-70 +1-70 +/70 +/-70 28"O.C.MAX. 23-1/2"O.C.MAX 28 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +170 +1-70 +/•70 +J-70 +/-70 +1.70 +/70 +/-70 +/-70 +1-70 IF SHORT SIDE IS IF SHORT SIDE IS 32 +1-70 +/-70 +1-70 +1-70 +1-70 +170 +1-70 +1.70 +/-70 +/-70 +/•70 +/-70 +/-70 +J-70 +/70 +1-70 40"OR LESS - OVER 40" PRODUCTREVLSFED 38 +/-70 +/-70 +1.70 +170 +/-70 +170 +1.70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 - --- '-'- as c Plyms wig 9ce Florida building Code 383/4 +/-70 +/-70 +1-70 +/-70 +/-70 +/70 +/-70 +l-70 +/70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 l _ -------------- Accept•t.No!b'�� ,fl4 40 +/-70 +/-70 +/-70 +1-70 +1-70 +170 +/-70 +1.70 +1-70 +/-70 t/-70 +/-70 +J-70 +170 +/-70 +1-70 J�f 1 m1i Date �)q I I I SEE TABLE 42 +/-70 +/•70 +/-70 1 +/70 +/-70 +/-70 +/70 +1-70 +/-70 +!•70 t1-70 +1-70 +/-M.8 +1-68.5 28'O.C.MAX. i SHEET 8 FOR 8Y 44 +/-70 +/-70 +/-70 +170 +1-70 +1.70 +1-70 +1-70 +1-70 +/-89.8 +/-68.8 +1.67.7 +/-67.3_ IF LONG SIDE ISS li i ANCHOR Miami rreduci I 48 +170 +/-70 +/-70 +1-70 +/-70 +/•70 +/-70 +/-89,4 t/88.7 +!$7.8 +/$ 4W OR LESS QUANTITY,SEE6.6 +/-85.6 I TABLE 1,SHEET 1 y48 +1-70 +/-70 +/-70 +170 +/-70 +1.69.9 +1-69.1 +/-87.8 +($7 +1.85.8 464.7 j FOR ANCHOR ;A)CORRECTED TABLE 8 DIM.- 50 +/-70 +/-70 +170 +/-70 +/-70 +/.88.4 +/-67.8 +1-66 +1.86.4 +1.64.1 I TYpE a JR-03/18115 62 +/-70 +1-70 +/-70 +/-70 469.1 +/.87.1 +/88.2 +/44.8 +183.9 1 �� m B)ADDED GLASS TYPE 7 TO ► i p TABLE 9;JR-01/24/16 54 +/-70 +/-70 +/-70 +189.2 +/-68 +185.9 +1.65 +183.4 I > 68 +/70 470 +1.89.7 +188.3 +/87.1 +184.9 +18 23.1!7 O.C.MAX. I i I 3.9 IF LONG SIDE IS a 58 +1-70 +/-70 +/89 +/-67.6 +/86.3 +/-64 OVER 40" I I 80 +/-70 +/89.6 +/•88.5 +/-67 +/-65.8 8 +10 M (LONG SIDE) W 2 + -6 M Y emaa � 63-3t16 +/-70 +/-69.1 +-67.9 +/�.2 6"MAX. (---------------Li 0 86.518 +189.1 +188.9 (SHORT SIDE) I"- I }n eand (� g (WIDE STILES AND WIDEp N RAILS SHOWN ON SIDELITES) O 0-, rn��i Ice (� ZLL LL Sao g UU Xy d TABLE 0: LLWI Z O.E I (Y oN Sidelite/Transom Design Pressure,pal for Glass Types 6,8 8 7 o U,I m Y _ C Oma 28"O.C.MAX. 23-1/2"O.C.MAX. p> O O -J tV Lang Side(n) IF SHORT SIDE IS IF SHORT SIDE IS `-'Z 0-Z W 633/16 66-5/8 68 70 72 76 78 82 64 88 92 8fi 9s 104 106 111 40"OR LESS OVER 40" LL Z O 24 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 ---- ---- -...-- Q 2B +/-70 470 +1-70 +1-70 +1-70 +1-70 +/-70 470 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/7D O cm 32 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/•70 +/-70 +1-70 +/-70 �r _-_ -- ® 9 O � I 45 I I SEE TABLE 10, 0 7 y 35 +1-70 +/-70 +1-70 +1-70 +/.70 +1-70 +170 +/-70 +/-70 +/-70 +/70 +/-70 +1-70 +f70 +1-70 +J-70 28"O.C.MAX. I SHEET 6 FOR _ �,�, f2 38814 +J-70 +/-70 +1-70 +/-70 +/70 +/-70 +1-70 470 +/-70 +/-69.9 +/89 +f-68.3 +1.67.9 IF LONG SIDE IS i ANCHOR V �,j Z 40 +170 +J-70 +170 +/-70 +/-70 +/-70 +/-70 +/88.8 +/89.3 +/88.3 +/-67.4 +I-68.7 +186.3 ��OR LESS I QUANTITY,SEE < W eloa5 i TABLE 1,SHEET 1 0 jr n- to 42 +/-70 +1-70 +/-70 +/-70 +/-70 +/.69.5 +1-68+8 +1.67.6 467 +!-66 +185.1 �� FOR ANCHOR O LL Z 44 +/-70 +170 +1-70 +/70 +/-69.1 +/-67.5 +186.8 +185.6 +185 +/.64 i TYPE. Ln w } $ 48 +1-70 +170 +/-69.4 +668.4 +/-67.4 +/.65.8 +1.65.1 +183.8 +183.2 1 I co O 5 Q a 48 t1-70 +/-68.8 +668 +/.66.9 +666 +/84.3 +183.5 +/.622 1i 23-1/7 O.C.MAX. I I apll sea sages N 50 +/.69.9 +1-67.6 +1-66.8 +665.7 +1114.7 +/82.9 +662.1 IFLONG ONG EIS +/. I 52 8,9 +186 +/• 6 85.7 +/84.6 +/-63.6 +/-61.7 • • 0 0OI 54 +I-68.3 +185.7 +184.8 +183.6 +/826 ••• �- 1Y MAX(LONG SIDE) � •' 58 +687.7 +/-65 +/.84.1 +182.8 • • • • • • • • ----------- ___ 58 3 +184.5 463.5 • • • J 60 +187 (SHORT SIDE) := 82 48.9 (NARROW STILES AND NARROW 833(16 +j-68.8 ••• • • • RAILS SHOWN ON SIDELITES) r • • • • NOTES: ••• • • • • • • • t .•�lq`` 1)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITERRANSOM OR MULLED ASSEMBLY. • •• • 2)SIDELITE/TRANSOM MAY BE A SINGLE,STAND-ALONE UNIT. A.LYNN MILLER,P.E. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P E.p 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8 r999-ON o U d0 9 m SIN ° 9G95;-GJ i DISMOS08 f ems S3IlI mno 80HONV 81/1I8 m ), w O Lo £WL/9 8 BWIIS(INV 8000 HON38d IANIA m r,, „A s § ` o 0091-084(6qg) sezez#'wnv ao'ta3o ' , i w a v 4LZ4£Id'SINONON ar 6Z91 X09'O'd d �n3 •« O? oo .� Sri a m 9LZ4£ld'301N3A'N x W m v ea s ea a as 3AI8O AEJOlONH0310L01 as&-o N W N W N W N W N W N W fwd d dr.0 N W N h N m N W N O N m m4wb Q'e N W N W N W N W N W N W W lO4'mv O IM04mv W Nh NM1 NM1NW NO CV3 s6mo N W N N N H N N N m N W m W ployauy O 8 drni�N W N W N W N W N W N W m W V droj0 N t0 N W N M1 N W N W N W m W s[�flUl W N W N W N10 N W N N M H m N IA mq d N N N co N M1 N M1 N W N W m W m W 0000 JO4'.1{Jb • • 0000•• 0000• Q-Q sdnoio NNN NW NW NW NN mbmW m W 0000 • 0000 •• ttpp =r-vv p� • • • • Vdnoj-jNW N W NW NM1NM1N W mmMW m W 0000•• •• • 0000• • W��d 0000•• • • O'8•""^'"L N W N N N W N N N Q N W m W m W m W m N •••• •••• •••• Nm � • • • • �/(f(�pfLa 0000 0000 0000 N W N W N W N h N h N h m h m M1 m h m h • • 0000••mqwv %00% • •••• 0.89 • • •0000• m4mtlNMNW NW NNNWNW mW MW mw mNm�n •• •• • 0000• • 0000•• • 1 1 b • � drmt�N W N N N W N W N h N h m h M h m h m(�m h • • • • •000.0 = 00 U-0W-5N N N W N W N W N N N W m W M N m W m W m W CO W • • • • () E M,4 • • • ••••• Ca� v& •• • ••• • 1: m "4d�NW NCO NW N W N W NOmh mhmhmh m m ••o O Mqouv o �y J N o-8 N P N P N P N Q N P N Q M Q M Q m P m P M P m P m P m d-, tlOy tl N Q N W N�[I N d O y Q'8��a N P N P N Q N Q N P N V m Q m P m Q m P m P m P M P m P J m W �d WV N P N W N W N N N W N W m W m W M W m W m W m W Q W Q W o-e m*=o N P N Q N Q N Q N P N Q m P m P m P m P m P m P m P m P m P J W 3 y&-o X. P N N N N N N N W N W m W m W m W m W m W m W P W P t0 P W O Q Q•8 MW-UV NP NP NPNP NQ mP MQ mP m MQ mPMP mP mP P P m N 9 W tnm t/ V N P N P N W N W N W N N m W m W m W m.1.1.P W P W P tD 1-1-1 W P W D H Q Z Q-Q sdI1G1 P NP NP NQ NP NP mP MP mP mP mP mQ mQ m P mQQPPQ N OJ fit/ W O y ftwo � P N P N P N N N ON W m�[]m N m W m W m W P W P W P W P fD P W ilf W 0 =Puv W = M o-8 P 1-1- N P N P N P N P m P m P m P m P m P m Q M Q m P m P P P P P P P Z W S t F� s Z .OQOUVNP NP NP NY7N W NW mW m h m a m W mtnPW P W P W P W W W W W N W }W� .roy w o sdrw� x o-8 N P N P N P N P N P N P m P M P m P m P m P m P M P m P m P P P P P P P P P JNOUVWaZ W W }� N Q N Q N P N h N W N b m W M N m N m m m N Q�fI Q N Q W P W W W W W W W W W §0!0 �� a W a8 N P N P N P N P N P N P m Q m P m P m P m P m P M P m Q M P P P P P P P P P Z O 1� -4-tl OZ m Z bdnwoNP NQ NP NQNPNP mW mW m W m W mNPW PW P W Puff NNNh NN W W <W mq pp pp mm pp p pp pp pp pp m yy pp 99 m m p m pp p pp y pp Im�[} 4J 64(ANWtq W tq W fAgW W 0i3 W w ww ww W W Wfq OtA fAN yf¢aq+W fp V!(O 4f fA t�pN WAS m P C W O Z 00 tll K O NO eP15 w4S O�W N, Z.-Nm EMBEDMENT 1/4" INSTALLATION MAX. SHIM 23 OPTION EDGE I 16 INSTALLATION ANCHORS INTO 2X WOOD. DISTANCE 13 1 68 67 PRODUCT REVI3BD TYP.ANCHOR TYPE, 3 Euldn lying 9w Ffmidha EMBEDMENTAND EDGE DISTANCE PER 71 33 33 Aceeptmxo 1,•a 1014 SUBSTRATE,SEE TABLE 1,SHEET 1. 8y Miami Product 1 ANCHOR PER HINGE (1fl1� TO BE THROUGH SUBSTRATE.MIN.810 p p Ci A)NO CHANGES THIS SHEET FLATHEAD SMS,SEE - JR-03/18115 TABLE 1,SHEET 1. 72 5 m B NO CHANGES THIS SHEET EXTERIOR 14 16 8 47 48 r 8 a JR-0124118 lu 28 70 DETAIL 19 2X WOOD BUCKSTRIP ALSO SEE BELOW EXTERIOR OR FRAMING,SEE nn y m NOTE 2,THIS SHEET V DETAILL -it TYP.ANCHOR TYPE,EMBEDMENT O AND EDGE DISTANCE PER m SUBSTRATE,SEE TABLE 1,SHEET 1. } ^ a1aO O ttj TYP.ANCHOR TYPE,EMBEDMENT AND AVOID INTERFERENCE WITH ON W_ LD —EDGE DISTANCE PER SUBSTRATE,SEE OPPOSING ANCHOR BY CHOOSING TYP.ANCHOR TYPE, JO p ' O TABLE 1,SHEET 1. THE CORRECT LENGTH OR 19 TYP.ANCHOR TYPE, EMBEDMENTAND Z IJi. LL .o O EMBEDMEM 114" STAGGERING LOCATIONS.. 23 EMBEDMENT AND EDGE EDGE DISTANCE PER =uj • - SI` 23 23 10 SIS EE AN TABDISTANLE 1,SHEET E PER T1.RATE, 23 10 18 TA13LESUBS711.SHEETS. W Z O EDGE ° 18 n m Y C OMO DISTANCE 1 ANCHOR PER HINGE TO BE C Z O.Z THROUGH SUBSTRATE.MIN. LL 810 FLATHEAD SMS WITH Z O MIN.3 THREADS BEYOND UUU a r INSTALLATION 1 METAL SUBSTRATE. OPTION 2 a 29 41 ® � 0 aays INSTALLATION 71 7 m ANCHORS DIRECTLY �1G J = Z Z INTO MASONRY. – J V O aroas a ° n o Of g I LL Ln � V y � LL 5 ? • 26 4 72 47 4 allg rosaO sauas EXT EnRIOR32 • •iV7T'• • • • .i•;:,. V V FRENCH DOOR MULLION 18 • 70 •: : = : : 28 1 ANCHOR PER HINGE TO BE THROUGH • •• • • • • ••• 6XTERIGR DETAILLA DETAIL • • • • • • • • • DE I AILnJ SUBSTRATE.MIN.3A0"FLATHEAD •• ••• •• • • • •• - ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1. INSTALLATION NOTES: ` w 1J USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY YSTAL►ATION OP71QN SHQ&j1AY BE VSEaO%•• G( ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. • • • • • • • • • - 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE O►TIONAL9F UNIVCAN BE INSMLIAD WRECT6Y&TO• • MASONRY.WOOD BUCKS DEPICTED AS'2r ARE 1-12'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO 8f J%GINEEM BY OTHM*OiVASAPPROVED BI THE • AUTHORITY HAVING JURISDICTION. • • •• • 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. A.LYNN MRE ILLER 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULUON APPLIES TO THE WHOLE SYSTEM. P.E.#ILLER • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP.ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE OPTION 4 1/4" 18 23 DISTANCE PER SUBSTRATE, MAJt 23 10 SEE TABLE 1,SHEET 1. INSTALLATION ANCHORS SHIM DIRECTLY INTO METAL- 1 ANCHOR PER HINGE TO BE EDGE 16 THROUGH SUBSTRATE.MIN. DISTANCE 1 I #10 FLATHEAD SMS WITH MIN.3 THREADS BEYOND DOOR 67 28 METAL SUBSTRATE. VISIBLE LIGHT PRODUCT am Fl� 33 71 5 WIDTH(DLO) 7 23 13u� Code Acceptance No "fl , . TYP.ANCHOR P=APdtatiai Date 4. TYPE,EMBEDMENT AND EDGE By DISTANCE PER M .Dct cines SUBSTRATE,SEE TABLE 1,SHEET 1 a A)NO CHANGES THIS SHEET D JR-03118115 EXTERIOR 3 31 41 I 52 m B)NO CHANGES THIS SHEET EXTERIOR 48 JR-OV24)16 1'FRENCH DOOR MULLION 70 V 47 20 28 u DETAIL D� 18 MIAMI•DADE APPROVED MULLION(SEE SEPERATE DETAIL�E NOA),ALUMINUM,STEEL Y m FRAMING OR STEEL STUD.SEE j � N — SUBSTRATE PROPERTIES, K bO INSTALLATION OPTION 3 -- DOOR FRAME WIDTH TABLE B,THIS SHEET D _ INSTALLATION ANCHORS THROUGH >-ti n atcO O Ln1X BUCKSTRIP INTO MASONRY. TYP.ANCHOR TYPE,EMBEDMENT AND EDGE TYP.ANCHOR TYPE,EMBEDMENT O N � DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER OJ ;p a EMBEDMENT 1.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. O LL 04-1 p R8 TYP.ANCHOR TYPE, EMBEDMENT Z LL ^LL tp umoJp 1!4• EMBEDMENTAND 16 23 ANCHOR BY CHOOSING THE CORRECT LENGTH = MAX' EDGE DISTANCE PER OR STAGGERING LOCATIONS. -F 1M W U X m SHIM 23 EDGE SUBSTRATE,SEE 23 10 DISTANCE TABLE 1,SHEET 1. EDGE SHIM 23 F.W.,W m Y c O pmo DISTANCE J ^> O 16 r �Z az p O U ¢ coTYP.ANCHOR TYPE, '. 31 - b of EMBEDMENT / 28 5 -I 33) • 41 ® JeakS AND EDGE \/ O N DISTANCE = Z Z PER - U SUBSTRATE, < W at"s SEE TABLE 1, LL g SHEET 1. .^ LL z UL CONCRETE/CMU ' 31 EXTERIOR > j Z LL • 3 a 4 EXTERIORaq!1 '°sap sauag PER ANCHOR �I-Iy REQUIREMENT 1X WOOD •• ••N • • • • • •• CONCRETE/CMU 32 EXTERIOR ,I ! BUCKSTRIP. SIDELITEITRANSOM FRAME WIDTH • • • • • • SEE NOTE 2, 18 •• • • • • • • PER ANCHOR e { • • •� • REQUIREMENT THIS SHEET. • •• • • • • ••• • INSTALLATION DETAIL DETAIL • • • • • • • • • DETAILQ OPTION 2 00 000 of a 00 INSTALLATION ANCHORS - - INSTALLATION NOTES: DIRECTLY INTO MASONRY. ' _ 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANYRISTMI&WION OFiIOB►SHOAlN MAY BE UVED ON• •L4 Z1 t 6 ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. • • • • • • • • • 2)WOOD BUCKS DEPICTED ON THIS SHEET AS-1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE O,rARONAL•IF UNIT CANSE INSMAL&D DIREETL'PTOO • MASONRY.WOOD BUCKS DEPICTED AS"2X'ARE 1-1/2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO%EENGIN4jD Eft 0TH:13S ORAS:PPRO"EW THE - AUTHORITY HAVING JURISDICTION. • • • • • - 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. • •• • ' 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE.TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER P.E. P.E.G 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE DISTANCE DISTANCE a CONCRETE 2X WOOD BUCKSTRIP 4 4 , 16 PER ANCHOR e a ' OR FRAMING, REQUIREMENT EMBEDMENT SEE NOTE 2, – EMBEDMENT 1 Q i THIS SHEET PROOUCT REVISBD • —1. f aramonngwlmamFlo" 1 1X WOOD 1X WOOD BUCKSTRIP,SEE Bwldmg CO& 23 BUCKSTRIP,SEE 23 NOTE 2THIS SHEETA—pt--No` �-0, s�I4 , . r� NOTE 2,THIS SHEET. Dste <w� 1/4*&M SHIM /17 1/4'MAX SHIM 18 25 4 BY oar Miami roduM n 23 10 18 1 a A)NO CHANGES THIS SHEET TYP.ANCHOR TYP.ANCHOR z JR-03/18115 I I TYPE,EMBEDMENT TYPE,EMBEDMENT B)NO CHANGES THIS SHEET 16 i I I AND EDGE AND EDGE JR-07124/16 29 DISTANCE PER DISTANCE PER TYP.ANCHOR TYPE. SUBSTRATE,SEE EMBEDMENT AND EDGE Tt– SUBSTRATE.SEE DISTANCE PER SUBSTRATE, I I SEE FLUSHBOLT TABLE 1,SHEET 1. 31 TABLE 1,SHEET 1. SEE TABLE 1,SHEET 1.AVOID I I DETAIL,SHEET 12 INTERFERENCE WITH I I W ct y m OPPOSING ANCHOR BY 8 3 > � CHOOSING THE CORRECT I I Of �C O LENGTH OR STAGGERING I 1 LOCATIONS. DETAIL�I B N a,oa O L6 EXTERIOR DETAIL�K OJ N a �8 d z LL LL QD l-0 It _� SIDELITE/ W z O m R oro I L. 5 TRANSOM µl m O k 9M0 DOOR 14 15 WINDOW FRAMEci DETAIL�H VISIBLE LIGHT VISIBLE LIGHT HEIGHT ^ O v J HEIGHT(DLO) HEIGHT(DLO) p Z d Z m 0p O I Q m DOOR 41 C437 FRAME 0 haws HEIGHT M � EXTERIOR zi V Z Z INSTALLATION NOTES: a ¢ W ew>s 1)USE ONLY SUBSTRATE-APPROPRATE ANCHORS LISTED ON EXTERIOR j DETAIL JQ DETAIL�L u- I ,� TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCEI I Q Ip LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. j INSTALLATION TYP.ANCHOR O j Z cs OPTION 2 AND E EMBEDMENT ellu �seo se.eg 2)WOOD BUCKS DEPICTED ON THIS SHEET AS-1W,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X INSTALLATION j– • •♦♦ ♦ ♦ A',I,NS,,TT�A,q,�LL INSTALLATION DISTANCE PER WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 @ I I • • • •�rH`1r,S REJ'Alo 29 SUBSTRATE,SEE . DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS"2X"ARE ` I I 22 7-116) TYP.AMCHOG• • WT N Y. TABLE 1,SHEET 1. ; 1-112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE INSTALLATION ANCHORS Y I `�• TYPQ,IMBEDMENT• • ••• • INTO 2X WOOD. 41 OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS AND Ef1GE• • ••• 1 • ♦•• 1/4'MAX.SHIM OR APPROVED BY THE AUTHORITY HAVING JURISDICTION. 24 t I DISA&E P" 3.4 KSI NOW SHRINK, SUBSTRATE,SEE 23 NON-METALLIC 2GROUT-FULL (''�� 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER �U TABLE 1,SHEET 1. GROUT-FULL SHALL OF A SIZE TO PROVIDE FULL SUPPORT TO THE • ••• • • LENGTH O FRAME OF THE DOOR,SIDELITE OR TRANSOM. FULL LENGTH 1/4'MAX.SHIM • • • • • 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR, l�_ • • • • • v e a ° _ . SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. 2X WOOD BUCKSTRIP /� –e &OEDMENT:• "RLPIE PER e v• a EMBEDMENT >.} OR FRAMING,SEE `� • • v $$ „ •, NOTE 2,THIS SHEET REQUIREM 1 EDGE DISTANCE EDGE DISTANCE –r•{ A.LYNN MILLER,P.E. 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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 jurisdipjipp. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade.County Prddtlt.a"ontrol..... Section that this product or material fails to meet the requirements of the applicable lamldlig coda.... .• This product is approved as described herein, and has been designed to comply *A#1*4ke FloWBeiilding••• • Code,including the High Velocity Hurricane Zone. •••••• 9 • 999.. DESCRIPTION: Series"HR-5510"PVC Horizontal Rolling Window—L.M.Ir: .000% 0 • APPROVAL DOCUMENT:Drawing No.MD-HR5510-01 titled"Horizontal Railer-46M",sheets-1 •• •• through 18 of 18,dated 05/15/15,with revision A dated 05/05116,prepared by mana ottirer, signed and ••.•;• sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product CorQl'dlMovision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County P$oduct*Control Section. *0000• 09099.MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city'state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0903.10 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Muuti�viae couKi�r NOA No.16-0714.17 • #6112 Expiration Date: September 24,2020 Approval Date: September 01,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0903.10) 2. Drawing No. MD-FM5510-01 titled"Horizontal Roller- LM", sheets 1 through 18 of 18, dated 05/15/15, with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using: Kodispaca ASG TPS spacer system„Durasee spacer system, Super Spacero NXTVv1 spacer system and XI,•••;• EdgeTM spacer system at insulated glass,prepared by FenestralCdn Testing U04ratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL!9910.' dated•11716/150•0 06/07/16 and 06/02/16 respectively, all signed and sealed by Id-ls Ortega,PX. ;•"•; 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94'0 9.0 0 *%S o • 2)Uniform Static Air Pressure Test,Loading peg FSC TAA 2M-94 ••'•' 3)Water Resistance Test,per FBC,TAS 202-94 " 4)Forced Entry Test,per FBC 2411.3.2.1, an4VAN�02.9.4 ...... 5) Large Missile Impact Test per FBC, TAS 2Q1-94 .""' 0000.. 6) Cyclic Wind Pressure Loading per FBC,TAS-101-94 •••• ; • along with marked-up drawings and installation diagram of series 5410 and serlds 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8072,dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0903.10) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-8073,dated 02/18/15,signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0903.10) Manuel Per Product Control Exmin NOA No.16-0 .17 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(corrrnvuED) 4. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test Report No. YM-8074,dated 11/06/14,signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-So' Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. sees (Submitted under previous NDA No.15-0903.10) . . sees sees.. 2. Glazing complies with ASTM E1300-09 •• s •"• D. QUALITY ASSURANCE sees.. sees.. sees sees . . 1. Miami-Dade Department of Regulatory and Economic Resources(RtR). •••• ••••• sees.. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amgnc;,Inc. for thgir �...:. "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 1.2/11/16:""' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ame*n'ca,Inc. far ttet �.... "SentryGlas® (Clear and White)Glass Interlayers"dated 06/25/15, expirink'on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. _1_1�0 Manuel Pe E. Product Control ram' er NOA No. . -0 4.17 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5th Edition(2014),dated August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NDA No.15-0903.X0) 2. Statement letter of no financial interest, dated August 28,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) 3. Proposal issued by Product Control,dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon,P.E. Supervisor, Product Control Section. (Submitted under previous NOA No.15-0903.10) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. .6.6 0000 6996.0 E. OTHERS • .. 0000 0000 .. 1. Notice of Acceptance No. 15-0903.10, issued to PGT Inlusfnes,Inc. for.their 000094 Series"HR-5510"PVC Horizontal Rolling Window-L.M.I.,axi13rgved on Q91.24/15 :••6 6 and expiring on 09/24/20. 0000 ' 0000 0000. 0000.. 0000 . 0000.. 0000.. 0000.. Manuel Pe Product Control gam'•er NOA No.1 417 Expiration Date: September 24,2020 Approval Date: September 01,2016 E-3 2.5 ANCHORS,SEE DESIGN PRESSURE RATING IMPACT TING CLUSTER DETAILS SHEETS —►{ I'�-- 12.314"MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 8"MAX. Ft- ____ ___ r-.�B,SEE 1-1/4' LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT '-' I SHEET 3 �- MAX SEE SHEETS 8.18 D.SEE 2-5 ANCHORS,SEE CLUSTER _ SHEET 4 DETAILS SHEET 5 M C" 18.94'MAX.D.C. A,SEE r _._._._.---.-- _-._._._._._ .� F I 10'MAX. y ____ I. 8"MAX. �I If- I 1 I __________ 3 EET 3 SHEET j SHEET 4 1 _ C,SEE E.SEE r._ _._._._._._._._ _.......... 19" 76' C SHEET3� i EQUALLY / / MAX.O.C. MAX. E SPACED _ BUCK NAA' I MAX ANCHORS PER / / EQUALLY 63' HEIGHT / TABLES 17-27 BUCK HEIGHT SPACED / [� / a / BUCK SEE ANCHORS PER j TABLES 17-27 / HEIGHT j SHEETS 9-16 1 I 1b.87' O X I J_ 0_ X_ i X Q X MAX.O.C. 8'MAX j 8°MAX. SEE SILL _ SEE SRL _ WEEPHOLE� 4 I _II WEEPHDLE SEE SILL - DETAILS, 4°O.C. '�"II II'r_3°MAX. �"l DETAILS. 4'O.C. 3"MAX :B SHEET'S 13ETWEEN BETWEEN �_ WEEPHDET� 4°O.C.BETWEEN 3°MAX. WEEPHOLES B SHEET4 EPHOLES D BEET 3 75'MAX.BUCK WIDTH 140°MAX.BUCK WIDTH EVATION FOR TYP.EQUAL LEG F ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAM SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATIO ANCHORED THROUGH THE NAIL-FIN ARDS USED: GENERAL NOTES:SER T HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC),STH EDITION 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ASTM E1300-09 •ANSIAF&PA NDS-2012 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ.THE OUTBOARD LITE(CAP)MUST TEMPERED. -ALUMINUM DESIGN MANUAL,ADM-2010 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISISl0D-07/S2-2010 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-1/2°THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GENERAL NOTES.. AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). •.•..........•.......••1 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS.................................1 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS&ANCHOR 8)1/4'MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS.............................2 7)DESIGN PRESSURES: INSTALLATION,FLANGE& A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E13D0. EQUAL LEGSOX.................3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3°6 STRESS INCREASE HAS NOT BEEN USED IN &J-CHANNEL......................4 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 GLAZING DETAILS........................5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES...................6-8 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES.................9.16 10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NO&ROYAL WINDOW AND DOOR PROFILES.LTO WHITE&BRONZEILIGHTER EXTRUSION PROFILES&BOM....17 SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIAF&PA NIRS&ALUMINUM DESIGN MANUAL ASSEMBLY.....................................18 ED REV PRODUCT IS 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. PP ODUCT�plyinwith REVISED FIRIde USER INSTRUCTIONS: Buij"a CO& AMPU..e No 1to'O 1 . 1)2t 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. •• •• • 2 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND • •; �•.'::i -'i .• • s Re"l �' Revmton: REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING • - •" :'+•r • • JR 05/05/16 sHEA�DSD SPACERS TO �, TABLES 6-18(SHEETS 8.6).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING •' •41 -•' • -• "• •• '4'•mi. .• • • �.' • ReNmd 8Y Date: Rey78/an, OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. - 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION �'• ••• _ ,+f• _ • ',, CONDITIONS. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16),VERIFY THE ANCHOP48UBSTRATE WILLMEETly I L ® GENERAL NOTES&ELEVATION J ROSOWSKI REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET _ (�C. lv SET ARE MET. •; •i & • • • 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ-CHANNEL INSTALLATION. • • •= •107Q Tf�HNpLOGY DRIVE 'num Date: USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. • '• '� - • } • N•VEIMCE}FL 34275 HORIZONTAL ROLLER-LM 05/15/15 --t..y •' • '• ••P.d BOK 1529 • ,:: '..R • NPKOMIS,•FL 34274 Sed-!Model; ale; Shear Droving No. RW.. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, • • •A LYNN;M0.LER P.E.• INTEGRAL FIN OR EQUAL LEG/BOX),SEE FIGURE B ON SHEET 2. pEpr�7�r CERT. OF AUTH. #29296 HR-5510 NTS 1 OF 18 MD-HR5510-01 A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 900 0 0 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE - Glass Frame Glass Description(Listed from Exterior to Interior) Installation Type TYPae OptionsinstallationOption Detail Sheet 5 7/8°Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+5/16'Laminated;(2)Liles of 1/8"A Glass with.090'PVB Intedayer (see Fig B) (sae Table 1) 6 7/8°Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5/161 Laminated;(2)Liles of 1/8°A Glass with.09U'PVB kderlayer Through the into 2X Wood Framefeucksmp•sheet 4,option 5 7 7/8"Laminated I.G.:3116"A Exterior Cap+318'AU Space+5/16"Laminated;(2)Lf es of 1/8"A Glass with.090"PVB Intedayer J-Channel 1-4 integral fn...... ....Into Maul-sheet 4,option e 8 We Laminated I.G.:3116"T Exterior Cap+318"Air Space+5/16'Laminated;(2)Liles of 1/8'A Glass with.DW PVB IMedayer (m) Through the fame••••Into 2X Wood Frame/Buokstdp-sheet 4,option 6 of the wkdow...... ....No Metal-sheet 4.o on 7 10 7/8°Laminated I.G.:118°T Exterior Cap+7/18°Air Space+5/16°Laminated;(2)Liles of 1/8°H Glass with.090"SG htt•iayer Info 2X Wood FramefBuokstdp-sheet 3,option 1 11 7/81 Laminated I.G.:3118"A Exterior Cap+318"Air Space+5/16"Laminated;(2)Lites of 1/81 H Glass with.090'SG Intmlayer FbNe 1-4 Through the frame....Into Concrete/CMU-shed 3,option 2 12 7/8"Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Liles of 1/8'H Glass with.097 SG htteriayer (#2) of the wimlow...... ....tkm,gh 1X Btmkstdp Into Cwwrete/CMU-sheet 3,option 3 14 7/8"Laminated I.G.:1/8"T Exterior Cap+5/18°Air Space+7/16'Laminated;(2)Lites of 3/16"A Glass with.090'SG irderlayer Into Metal-sheet 3,option 4 15 7/8'Laminated I.G.:3116°A Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Liles of 3/16"A Glass with.0901 SG Interlayer 1kough the hft 2X Wood F•ramelBuoltstrip-sheet 4,option 6 16 7/8"Laminated I.G.:311W T Exterior Cap+1/4"Air Space+7/16'Laminated;(2)Utes of 3116"A Glass with.090°SG ktterlayor Integrel Fin 1-4 Integral in...... ....Into Metal-shied 4,option 8 SEES ET 6,TABLE 5 FOR GLAZINOIDESIGN PRESSURE/ANCHORAGE IND (#3) Though the frame ••••Into 2X Wood Frameffluckstrip-sheet 4,option 6 of tho wirdow...... ....Into Metal-shed 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAM ' GLASS TYPES 5,7.11 8 15 ....Imo 2X Wood FtemefBuckstdp-sheet 3,option 1 Edge Min.Edg MinMAY NOT BE USED IN THE Box I . fame..,Into Concrete/CMU•Shed 3,option 2 Group Anchor substrate HVHZ ABOVE 30'. Equal-Lag 1-4 ��fr Distance Embedment' • (#4) through IX Buckstdp into Conarete/CAAU-sheet 3,option 3 #10 SMS P.T.southern Pine(SG=O. ) '7/1G MIN. Into ao Metal-stre3,option 4 Steel,A36° 318" O�. BEYOND 3 THREADS (8tB�,18-8 S.S. D THE METAL Steel Stud,A653 Gr.331 318" 0.0451'(18 Ga.) SUBSTRATE.FOR Or 410 S.S.) STEEL STUDS, 'A'=ANNEALED A Altsninum,683-T5' 3/8° 0.05D" 'H'=HEAT STRENGTHENED MIN.Fu-45 KSI& 'T'=TEMPERED P.T.Southern Pine(SG=0.55) 7/18° 1.316° MIN,Fy=33 KSI. FIGURE 8:FRAME TYPES 'PVB"_090"BUTACITE®PVB 3/161 steel Ultracon Concrete(min.2.85 ksi) 1" 13/8" U routed CMU,(ASTM C-90) 2-1/2' 1-1/4" 'UNGROUTED CMU a BY KURARAY AMRICA INC. VALUES MAY BE ,.., #12 SMS P.T.Southern Pine(SG=0.55) 9116" 1.3/8" USED FOR OROUTF� (2�/�; 4 J�0 'SG'_ INTERLAYER RYBY KU Steel,A38' 316" O.OSD" CMU APPLICATIONS. `:J INTERLAYER BY KURARAY B (steel,18-8 S.S. AMERICA INC. Sigel Stud,A653 Gr.331 318' 0.0451"(18 Ge.) INSTALLATION NOTES,SEE SHEETS 3&4 FOR ILLUSTRATIONS: or 470 S.S.) BOX OR Aluminum,6063-T5' 318" 0.06r EQUAL- Catcrete(min.2.85 ksi) 1° 13/4' 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON FLANGE LEG C 1/4"steel Uhracon U Ioncre CMU, ASTM C-80 2-1/2° 1-1/4" TABLES 2 8 3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE ( ) DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. o 1/4"steel Ultmoon Concrete(min.2.85 kah) 2-152° 13/4' 114"11115M Ultracon -1�. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TOs-i] 1/4'steel Cretefex Concrete(min.3.35 ksi) 2-1/2" 13/4" BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE Ungrouted CMU,(ASTM C-90) 2-1/2° 1-1/4° OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD (1 L/0 (' 0 D 1/4"steel Cretefex BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X AND 2X P.T.Southern Pine(SG 'i2 1° 1318" BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY INTEGRAL 1/4'steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 1.318° TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND J CHANNEL FIN 1/4'steel A re-Gator P.T.Souther Pirie SG=D.55 1" 1316° INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR Grouted CMU,(ASTM C90) 21 2" ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. oa PRODUCT REVISED Min.Edge Min. .complying with the Florida Groep Mstlor 8uhsbaffi 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. Bmlg Code Distance Embedment' Aceep-2 nro/ 0 1� E 2-1/2`x.131'Gammon Nail P.T.Southam Pine(SG�.55) 356" 2-7/16' • • • .6 • • • e Revlsed ey. Dace: Revision: ration Dae 2(J 2-1/2'"-shank Rootrg Nap P.T.Southam Pkre(Sf�0.55) 318" 2-7/18' ♦ •.i -_• • • • • P.T.Southam Phrre(SG=0.55) 1/2" 1-w • • • • • • Revlwd W. Vdw R$Vha-: #10 Trusshead SMSAluminum.8083 T5' 318° 0.050" •• ••• •• • (steel,18$S.S. ��Stud,Gr.33° 318' 0.0451"(18 Ge.) - /� ® DeaerrpNon: Brawn By. F oxalos.s.) steel �" af6„ 00w THREA S (�0 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND • -�r•• � �• � • - P.T.Southam Pine(SG=0.55) 9/16" 1318° THE METAL •. •. • • • #12 SMS w • • • • e07ty7Q��j�{ DRIVE P" Date: Aluminum,8083 T5° 3/8' 0.083° STEEBSLSTUD SR •P.0• Iszs 7S HORIZONTAL ROLLER-LM 05/15/15 (steel,18S S.S. • i+ • •. • or410 s.S.) Steel Stud,Gr.33' 318' 0.050" MIN.Fu=45 KSI 8 • p.• •• •• • 8K0 f1 34274 Steel,A36` 3/11' 0.050` °e/ ` $a MIN.Fy=33 KSI. • • •A.LYNN MRl ER,P.E. • CERT. OF Am.X29298 HR-5510 NTS 2 OF 18 MD-HR5510-01 A P.E.#5870.5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 OROOR 23 ANCHORED THROUGH FRAME AND 1X INSTALLATION EMBEDMENT AND EDGE OPTION 4BUCKSTRIP INTO CONCRETECMU. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) SEE NOTE 2.SHEET 2. TYPICAL FOR ALL SEE TABLE 2.SHEET 2. "XO"OR'OX'SASH 114"MAX SHIM EMBEDMENT ANCHORED THROUGH EDGE DISTANCE FRAME INTO METAL FRAME INTO 2X WOOD 16 I 29 FRAME OR BUCKSTRIP. �1 114"MAX.SHIM 19 16 —� SEE NOTE 2,SHEET 2. �i 13 OPERABLE 1 28 20 EDGE FLANGE C� EMBEDMENT #10 OR 912 STEEL Q 40 SASHo DISTANCE FRAME f i SMS(GB),SEE 37-39 SHOWN __LL.. LL TABLE 2.SHEET 2. 2 28 1/4•MAX SHIM41 (� TYP.ANCHOR TYPE, 2 �Qa FIXED �', o VISo i� ❑ 9 EMBEDMEM AND 13 LITE - a EDGE DISTANCE PER BLE Fes' SUBSTRATE,SEE 72 LIGHT WIDTH C TABLE 2,SHEET 2. UooL J� 0 11 85 87 a DADE APPROVED MULLION, I ===-� 29 FBC COMPLIANT VISIBLE I 42 o ALUMINUM/STEEL FRAMING FLANGE LIGHT WIDTH 11"FF • OR STEEL STUD.MAY BE FRAME 72 14 EXTERIOR n 4 EQUAL VISIBLE VERTICAL OR HORIZONTAL SHOWN 24 OR 25 OR 26 V LEG (1)AT MID-SPAN OF INTERLOCK LIGHTSEE SUBSTRATE PROPERTIES, (SEE SHEETS 6-8)TYPICAL FOR ALL FRAME O(1)3-1k"FROM EACH SASH HEIGHTLITE TABLE 2,SHEET 2 'XO'OR"CIX"FIXED MEETING RAIL SHOWN CORNER AND(1)AT CENTER OF BUCK WIDTH SASH STILESIRAILS 29HORIZONTAL SECTION A A(OX) 22 OR 23 BUCK 28 30 16 19 16 (SEE SHEETS 6-8)TYPICAL HEIGHT EXTERIOR 43 FOR ALL"XOX'SASH OPERABLE OPERABLE 20 o OPERABLE 4� SASH SASH 40 20 VISIBLE 37-39 OR�R 23 LIGHT 21o (SEE SHEETS 8-B) HEIGHT LE " _ 28 'I ' � El TYPICAL FOR I _y i_ -- _ �_ 41 _L ALL SASH 16 FIXED 86 ---11 0 y, VISIBLE LITE o - - Z� VISIBLE a 46 47 LIGHT WIDTH FF ~r LIGHT WIDTH 81 43 3—W --� 29 FLANGE 0 0 0 I, FRAME WEEP II PNI\-* . 29 16 SHOWN 87 85 �_JL_1' o _ _ NOTCHES� �( 314"X1/4" OO 25 OR 26 .� VISIBLE � 42 EXTERIOR � 1-1/4'X 1/4' LIGHT WIDTH 72 14 S 2 (SEE SHEETS 6.8)TYPICAL FOR v 4 4 ALL"XOX"FIXED MEETING RAIL � 114'MAX t- BUCK WIDTH SHIM EQUAL-LEG PRODUCTREVISED HORIZONTAL SECTION E-E(XOX) FRAME a%wmply W dhtimFlmida E��LEG de INSTALLATION AS PER SECTION A-A ABOVE SHOWN Building�ptww No FRAME SHOWN .` • .. ,• :f1:;•. 1.,• • • Revised Br: Date: Revbtom Date - 0 EMBEDMENT • '�.:..•r-..0 ;� B INSTALLATION <. s ' ri s .�..� � • By OPTION 2 • _ = :' • • 0 • •- Revised W. Dote: Revler= ratan' a Pc r ANCHORED THROUGH - i •• ....�• FRAME DIRECTLY INTO / 1 CONCRETE/CMU. EDGE _ //- - ® Doearptron: Drmm By: TYP.ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS .. "� 6 y (6 FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENT AND EDGE VERTICAL (EQUAL-LITE,XO&OX) r ••• - DISTANCE PER SUBSTRATE • ��. •• .i W'; •10-A TLCHIgDLOGY DRIVE lIfte: Date: SEE TABLE 2,SHEET 2. SECTION B-B WIDTH:BUCK WIDTH I2-41/4° • -.�. -�.: ;:� ••N:ve*IcB 34275 HORIZONTAL ROLLER-LM 05/15/15 HEIGHT:BUCK HEIGHT-7-114' x- P.4 °,gn 1529 'i�� •.:. ••.. �•` • f�KC�AI, 34274 Smtos/Afodet Scale. I Sheat D,aeLp No. Rev. • • •A.LGNNMILL'R P.E.• CERT. OF A.M. #29296 HR-5510 NTS 1 3 OF 18 MD-HR5510-01 A P.E.058705 • • • • • • • • • • • •• •• • • • •• •• INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OROOR23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6$) NOTE 2,SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL -- TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2XFIN/FLANGE REMOVED) 'XO'OR"OX'SASH WOOD FRAME OR BUCK- EMBEDMENT -► STRIP.SEE NOTE 2, EDGE --► 114"MAX.SHIM 19 16 30 16 29 28 SHEET 2. DISTANCE 13 20 EDGE OPERABLE 43 J-CHANNEL #10 OR#12 STEEL 40 SASH DISTANCE FRAME SHOWN SMS(G5),SEE 37-38 TABLE 2,SHEET 2. 26TYP.DMENT ND p 1 El1J a❑ 114"MAX SHIM FIXED 41 0 �' 1� EMBEDMENT AND 1, LITE — EDGE DISTANCE PER TYP.ANCHOR TYPE, FIN ANDIOR VISIBLE SUBSTRATE,SEE EMBEDMENT AND EDGE FLANGE MAY BE � -Ir LIGHT WIDTH IU TABLE 2,SHEET 2. DISTANCE PER SUBSTRATE. REMOVED IN FIELD LUU� u (SCREW SHOWN) 72 O 13 SEE TABLE 3.SHEET 2 o o J� 85 87 FRAME DADE APPROVED MULLION, D VISIBLE 42 EXTERIOR III��•��JJJ 0 SHOWN X29 FBC COMPLIANT LIGHT WIDTH �nn� ALUMINUM/STEEL FRAMING 72 24 R 25 OR 26 14 V 3 OR STEEL STUD.MAY BE VISIBLE FIXED VERTICAL OR HORIZONTAL (SEE SHEETS 6$)TYPICAL FOR ALL LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"OR'OX"FIXED MEETING RAIL INSTALLATION HEIGHT TABLES 2&3,SHEET 2. BUCK WIDTH 22 OR 23 OPTION 8 HORIZONTAL SECTION C-C{OX) (SEE SHEETS 6$) ANCHORED THROUGH 29 30 18 19 16 TYPICAL FOR FIN INTO METAL 28 ALL'XCX' (FLANGE MAY BE REMOVED) BUCK EXTERIOR OPERABLE 40 20 OPERABLE 43 SASH HEIGHT �_� SASH o _- o SASH Q #10 OR#12 STEEL VISIBLE =i -l l'�'iI -� _ SMS(G5),SEE 21 OR 22 R 23 LIGHT OPERABLE ' I I + �0 TABLE 2,SHEET 2. (SEE SS 8$) HEIGHT SASH 28 TYPICAL FOR - �J '``�_- 41 FIXEDALL SASH 16 VISIBLEVISIBLE_ o LTfE o _ VISIBLE OPT. 88 D 47 HT WIDTH LIGHT WIDTH 45 � LIGl� 80 81 G_EP FRAIN M 87 85 ° NO C ES 29 29 SHOWN p'-- o' ---- 3/4*X 1/4' —3/4"X1/4" 25 OR 26 --a�l VISIBLE EXTERIOR 1-1/4'X 1/4' 3 LIGHT WIDTH 72 14J-CHANNEL (SEE SHEETS 6-8)TYPICAL FOR 17 U FRAME 15 ALL"XOX"FIXED MEETING RAIL SHOWN 33 BUCK WIDTH -- 3 114•MAX HORIZONTAL SECTION F-F(XOX) o p SHIM PRODUCT REVISED {1)AT MID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE �a°R'PIY•B antlstffi$iW�(o FIN FRAME (1)3-12'FROM EACH SASH Building Code I ,�J SHOWN CORNER AND(1)AT CENTER OF Revised By.' Date: Rerlaton: A . P1 Or ! ¢/ �D SASH STILES/RAILS • •.,� 1 • • • TYP.ANCHOR TYPE. • •`.'. 46'0 • EMBEDMENTAND C7 •. • �M By •..'•.-• • • EDGE DISTANCE PER EDGE DISTANCE - ••.• `• '• '• • •.. Rodad W. Date: Regston: Miam odnct SUBSTRATE,SEE SEE 1-. 0.6. ••• •• • TABLE 3,SHEET 2. �� EMBEDMENT /; -- VISIBLE LIGHT FORMULAS 6 ® JCHANNEL&INTEGRAL FIN FRAMES ROSOWSKI INSTALLATION OPTION 5 VERTICAL .;• • 6 L6 (EQUAL-LITE,XO&OX) • •. i •.:` X07•TBEHNSLOGY DRIVE ani. no /4" e ANCHORED THROUGH INTEGRAL FIN SECTION D-D WIDTH:BUCK WIDTH/2-41 •- • • •-•' •N.•VEMCE,•FL 34275 INTO ZX WOOD FRAME OR BUCK- HEIGHT:BUCK HEIGHT-7-114• • - • •• • •IP OP B 1529 HORIZONTAL ROLLER-LM 05/15/15 STRIP.SEE NOTE 2.SHEET 2. • •t'. - ••. iR` • NQKOI�I 34274 SerAae/ModN: KT, Sheet Omrtnp No. Rm • • 4A L MI�pE • CERT. OF AUTH. #29296 HR-5510 NTS 4 OF 18 MD-HR5510-01 A P.E.#58705 '.. • • • • • • • • • • • •• •• • • • •• •• SILICONE STRUCTURAL 718•NOM. --�{ 718°NOM. -+'{ 7/8"NOM. �+- -►{ 718'NOM. POLSTRUCTURAL 114"NOM. WITH DESICCANT EXT.GLASS 78 KODISPACE 5/16"AIA PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 4O TPS 7/16"AIR SPACE --- 7/16"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE 118"A_GLASS 1/8"T_GLASS 3/16"A GLASS 3/16"T GLASS GJ EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR INT.GLASS 76-70 ALUMINUM 7678 7&79 7678 REINFORCEMENT - GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 5/16"NOM. BUTYL 8 DESICCANT FOAM 718"NOM. �-+- -�{ 7/8'NOM. -�j 7/8'NOM. 7/8•NOM. EXT.GLASS O DURASEAL® I I SPACER 5/16"H/H SG 5/16"HM SG 5/16"HM SG 7/16"AIA SG 7116"AIR SPACE--\ 3/8"AIR SPACE 3/8"AIRSPACE— 5/16"AIR SPACE INT.GLASS 1/8"T GLASS 3/18"A_GLASS 3/16"T GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR EXTERIOR STRUCTURAL HOT•MELT BUTYL7678 7x79 7679 767¢ SILICONE 3116"NOM. WIITTH GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 DESICCANT SUPER EXT.GLASS 7e SPACER®NXT7'" 12'NOM.GLASS � 7B°NOM. � -+{ 718'NOM. 7679 BITE TYP. 72 O 74 7/18"AIA SG 7/16"AIA SG INT.GLASS EXTERIOR GLASS TYPES 5,7,11 815 1/4"AIR SPACE 1/4"AIR SPACE MAY NOT BE USED IN THE � POLYISO• DESICCANT FILL AREA 28 3/16"A GLASS 3/16"T GLASS HVHz ABOVE W. ENE BUTYLSEALLFIR 5)18 NOM. 0 75 G]EXTERIOR a EXTERIOR 'GLASS TYPES 10.12 81416 SILICONE SEAL 29 MAY NOT BE USED WITH ROLL-FORMED - J-CHANNEL OR INTEGRAL STAINLESS sTEE I 7679 7e-79 •FIN FRAMES 79 XL EDGETm 33 ❑❑�� PRODUCT complying REVISED Off. OSPACER �J GLAS5 TYPE 15 GLASS TYPE 16 D"flaYFluddla o Ac«ptan«No!�O-to 114.17 <. • • 'rf • • • • • Rerfssd BY Gats Rav(Mon: 'et' bale ZO�O A)ADDED SPACERS, •• 00 • JR 05/05/16 MOVED CLSTR DETAILS. By INT.GLASS TYP.GLAZING DETAIL Ir r, • .• • • Revived W.. Gots: RrAlk: Mi oPradact "A•=ANNEALED _ ® asoclotbw Gran By; L77 DeocrlpEon Motorist "w=HEAT STRENGTHENED �, GLAZING DETAILS J ROSOWSKI •T°=TEMPERED 1 Kommerling 4SG TPS Spacer System 'PVB'=.090°BUTACITE®PVB BY KURARAY AMERICA,INC s • t I • • Ouer�x Super Spacer NCf wtth Hot Malt BuRIVE lww tyl See this 'SG'=.090•SENTRYGLASO INTERLAYER BY KURARAY "�• '.♦ ♦ ♦- • K VI NICIR FLS 342-/5Sheet for AMERICA,INC. • •..; . "•. ♦ • •t ,QQE090 WCHWLADY D HORIZONTAL ROLLER WINDOW-LM 05/15/15 Ouarrex Dures�l Spacer 11,529 Materials • ♦ t., • • N OMIS?FL•34274g 7y,Cardinal Edge Spacer FOR LAMINATED GLAZING COMPONENTS.SEE TABLE 1, 000 A LYNN MI4LER,♦P.E. • CERT.OF AUTH. 29298 HR-5510 NTS 5 OF 18 MD-HR5510-01 A RM REFERENCE TEST REPORTS:FTL-8717,8988 88970 SHEET 2, P.EA 58705 ttF ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5: Index to All Design Pressure and Anchor Quantity Tables Max. Max. Glass Relnf. Design Pressure Anchor Chmrday TABLE 5: ABLE 7: °ons' Width Helght Type LOW Glass Types Design Pressure(lbsHi Glass Types Design Pressure(Ibsi(t2) sa' t s t• r 17 5.8 for XO or OX Windows 6.8 forXOorOXWMndows 59' 2 7 8 16 9 ReIM Lowl RI All Bwk Heights up to 54• Relnt Lotel R2 A0 Bock Hem up to 54° 75' 83• 5 3 8 7 18 10 72• 4 19 8 20 10 Ag Buck Whlths +50/-50 Ag Buck Wdlthe +651-70 7th 54• 1 8 B 17 9 W to 75• up to 7S or 54• 2 7 8 18 6 OX 75' 63• 6.8 3 8 7 19 10 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 19 FOR ANRUORAGE 63' 4 11 8 21 11 72' 4 10 B 20 10 76• 7• 10-12 4 12 8 22 11 14.16 4 12 8 22 11 a 5.8 3 9 7 23 12 HEADER HEADER 120` 83• 5&6 4 19 8 24 13 )OX 7&6 4 14 8 25 14 140• o• 10-12 4 18 8 28 15 14.16 4 18 8 27 18 . 4°MAX.O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 0 21 FOR WINDOWS WITH 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT /// 5-ANCHOR FRAME TYPES& FRAME TYPES& CLUSTER DETAIL CONFIGURATIONS) O 21 CONFIGURATIONS) 21 4•MAX.O.C. EXTERIOR SILL EXTERIOR SILL O O 4-ANCHOR - SASH WIDTH SASH WIDTH CLUSTER DETAIL e o MEETING RAIL0 0 o MEETING RAIL 4'MAX.O.C. r— e 24 0 26 21 21 0 21 21 JAMB e�nennnrm JAMB axrrnloa PRODUCT REVISED 3 ANCHOR / as complying with the FlorWe CLUSTER DETAIL NOTES: Brelding Coda 1)USE THESE TABLES FOR ALL WINDOWS Atcepteaaem«D'O l�I INSTALLED THROUGH THE FRAME OR Revised W. Daft Rsvradon; /fI�W INTEGRAL FIN. • - • • • • • • • • A)MOVED CLUSTER 2)FRAME DIMENSIONS ARE BUCK WIDTH AND .. "'•- '•• • • • JR 05/05/16 DETAILS BY 8"MAX.O.C. BUCK HEIGHT SHEETS 3-4.SASH SIZE IS A3 •- •• • • • • • • Miami a Prodw% -►1 ( ) • • • • t • • • Revised iWV. Rm(don: 4'MIN.O.C. PER THE FIGURE. •• •••.. •• • • • • 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT a ® - Dmwn By: DIMENSION SHOWN AND TREMBLE ( - DESIGN PRESSURE TABLES J ROSOWSKI 4)'1/412.1/4°AND"1/3-1/3-1/3'INDICATE THAT 2-ANCHOR THOSE STANDARD SASH CONFIGURATIONS 'a 0:0 :• -" ^- • • 1jt70 DRNE 7Ftle: per; FALL WITHIN THE SASH WIDTH RANGE IN THE , . • . ON.�NNJ E,IL 34275 HORIZONTAL ROLLER-LM 05/15/15 CLUSTER DETAIL ADJACENT COLUMN.'CUSTOM"INDICATES • • i• '• • • • •O.O••BOY•1529 THAT NO STANDARD SASH CONFIGURATIONS '',1 e •• • • NCIKOMS.'W 34274 8er1eaIModok Soots: Sheer DrvBrg No. Ra- FALL WITHIN THE RANGE. •• �(.LYNN MILLER,P.E. • PENW705 &;T. OF AUht,X29298 HR-5510 NTS 6 OF 18 MD-HR5510-01 A • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8: Glass Types Design Pressure(Unift) 5-6 forX0or0XVWndows Relyd Leval R3 All Buck Heights up to 53 HEADER � T8° All up to to 75' +50/-50 SEE TABLE 18 FOR ANCHORAGE TABLE 8: Glass Types Design Pressure(Ibsi t)for XOX 0 O 22 5.6 Sash Sash Reinf.Level COnfiMIR iOn Width VWndoWs Range(in) Wind= It Height SASH R3 48" 1 54- 63` HEIGHT 35.114" ;4-%--% 11.391-11.391 +50.0 500 1+50.0 1 50.0 .50.0 50.0 038" 12.308-12.308 +500 50.0 +50.0 50.0 +50.0 50.0 22 451/8 'h-w 1391-13.397 +50.0 500 +50.0 50.0 +50.0 50.0 Ye%-)h 131 -14.683 +50.0 500 +50.0 50.0 .50.0 50.0 %-%-% 11.391-12297 +50.0 50.0 +50.0 50.0 +50.0 50.0 47314' -7/ 12288-15.558 +50.0 500 +50.0 50.0 +50.0 50.0 °QrRIM SILL Cuslom 11.391-12.016 +50.0 50.0 +50.0 50.0 .50.0 50.0 G'7 g 52-1/8- Y4-%-)4 12017-13.397 +50.0 50.0 +50.0 50.0 +50.0 50.0 o %-%-Ys 13.398-17.018 +50.0 %0 +50.0 50.0 +%0 50.0 Cmatam 11.391-13.397 +50.0 500 +500 50.0 +50.0 50.0 SASH WIDTH 60" %-%-Y+ 13.398-15.360 +50.0 500 +50.0 50.0 +50.0 50.0 %-%-y 15.361-19.641 +58.0 50.0 +50.0 50.0 +50.0 50.0 Custom 11.391-13.397 +50.0 500 +50.0 .50.0 +500 50.0 0 e e MEETING RAIL 75" %.%.y4 13.398-19.110 +58.0 50.0 +50.0 50.0 +50.0 50.0 25 %-Ya 19.111-24.041 +50.0 50.0 +50.0 -50.0 1+50.0 1 -50.0 Custom 18.360-19.397 +500 500 +50.0 50.0 +481' 49.P 22 22 a 96" %-h.y 19.398.24.36D +50.0 50.0 +50.0 1 -50.0 1+50.0 50.0 JAMB otrLmR Custom 24.381-30.380 +50.0 50.0 +50.0 50.0 1+50.0 50.0 t� 9 �7 120" Y4-%-% 0 -30.360 +50.0 -50.0 +50.6 50.0 .49.1` -49.1` o •+60/-50 FOR GLASS TYPES 6.8 SEE TABLE 23 FOR ANCHORAGE MIN.SASH SIZE=WINDOW WIDTH-5928 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES& PRODUCT REVISED CONFIGURATIONS) as complying with the Fladda Revised Dr. � Revhhn: Building new -o --- • '• "• • • • Revhed By: Date: Revishrs Miem Dade Pmdtwt -•• ••• ••, ;;1 • tbmm er• NOTES: „� (`( b, ® DE3 GN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. f • - •, Y • 10y0 IECHNOLHGY DRNE TRia DOM: 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PER THE FIGURE. '.•- '-• : ._-_,...• • • R.VIINIM FR 34275 HORIZONTAL ROLLER-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. • ON& ift It529 4)-1/4-1/2-114'AND-1/31/3-1/3-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH • ••- •.�•"• • Np�WS?0..34274 s�tpha may; gnat: OrerGq Rp, Rav; RANGE IN THE ADJACENT COLUMN."CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN 0• A.LYNN MILL E62. • CERT. OF AU7H.$29298 HR-5510 NTS 7 OF 18 MD-HR5510-01 A THE RANGE. P.E.#56705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11: TABLE 12: TABLE 13: Glass Types Design Pressure Obsfle)for Glass Types Design Pressure(9/9/(10 for GlaB8 Types Sash TABLE 10: 5.8 10.12 8 1418 5&6 Sash Design Pressure(9lse)for XOX Windows XO or OX Windows XO or OX Windows Wldth Reltd.level Window Buck Hetghl Rekd Level Wh bw Buds Height Re1M Level Cot19sa9on Rww On) Whitlow Buck HeIght Glass Types Design Pressure Oboe) R4 48" 54" 63" R4511• 83' 78' R4 38' ad' 94' 63' 6•S for XO Or OX Windows 25.10 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 25-1/7 +65.0 •110.0 +6&0 -110.0 +65.0 -110.0 Custom 11.391-13.397 +60.0 -70.0 +65.0 -MO +85.0 -70.0 +65.0 .65.3 ReInt Leal R4 AD Buck Heights up to 72• 28' +650 -70.0 +65.0 -70.0 -650 40.0 28" +65.0 -110.0 +65.0 -110.0 +65.0 -110-0 SO" Y+-%-Y. 1&398-15.360 +85.0 -70.0 +65,0 •70.0 +65.0 70.0 +55.0 -70.0 All Buek Wdthe § 1fi-'rb-h 16361•1e.641 -0.0110.0 +65.0 -70.0 +es.D 110.0 +es.o 110.0 ° +850 -70.0 +85,0 -70.0 +65.0 -70.0 x 38" +850 •110.0 +B5.0 •110.0 +85,0 -110.0 up to 75° +50 1-W 42• +850 •70.0 +85.0 -70.0 +85.0 •70.0 42" +850 -110.0 +85.0 -110.0 +65.0 -110.0 Costas Iii- 1.391-13.387 +86.0 -70.0 +65.0 •89.6 +83.3 83.3 +93.2 -53.2 48• +650 •70.0 +65.0 -70.0 +65.0 -70.0 48" +650 •110.0 +65.0 •110.0 +65.0 -110.0 75' Z11Xi 13.398.15.110 +850 -70.0 +98.0 •70.0 +85.0 438.9 +88.2 •88.2 SEE TABLE 20 FOR ANCHORAGE 80• +850 -70.0 +65.0 -70.0 +65.0 -700 60' +65.0 •11110 +65.0 •110.0 +65.0 -939 Ys- Yi 19.111•24.641 -S&O -70.0 •65.0 20.0 +65.0 70.0 +65.0 46.0 75° +850 -70.0 1,65.0 .70.0 +64.3• -64.3' 75' +850 -110.0 .650 -103.5 +65.0 80.0 Custom 18.380-19.397 +&9.0 1 -70.0 +W.9 •58.9 1+55.5 85.5 +48.1 -49.1 •+65/-70 FOR GLASS TYPES 8.8 SEE TABLE 22 FOR ANCHORAGE Y*-'ti-)" 19•�8.24.3W +60.0 -70.0 *821 •21 ,860 •B.0 +50,3 �.3 SEE TABLE 21 FOR ANCHORAGE Olstom 24.361•30.398 +65.0 •70.0 +850 •7110 +85-0 87.3 +97.0 87.0 TABLE 15: 12V30.360 +85.0 70- .0 1+99.9 -68.9 1+95.9 1 85.5 +49.1 4al Glass Types Design Pressure Obse)for XOX » WINDOW WIDTH-5928 SEE TABLE 24 FOR ANCHORAGE 10-12 Sash HEADER •'MIN.SASH SIZE= Retnf.Leal (btsgureon tlVfth Windows HEADER 14: 2 Range On) WtMow Buck ht Glass Types R448- S4• 83• 7 8 e Sash Sash Design Pressure(ibse)for XOX Windows cordgwatun Width Custom 11.387-13.397 +85.0 -110.0 +86.0 -110.0 +850 -110.0 Rehuf.Leal Range MI Mottdow Buck Helpht S0' %-%-Y. 13.398-16.360 +85.0 -110.0 +640 •110.0 +650 -110.0 R4 48• 54' I 83' + 1s.361-1e.ea1 +ss.o -11118 +ss.o -110.0 +e5.o •110.0 0 23 Custom 11.391-13.397 +98.0 -70.0 +65.0 -70.0 +850 70.0 +85.0 -70.0 Custom 11.391-13.397 +65.0- •110.0 +65.0 -110.0 +65.0 -110.0 80 Y,%-% 1&388-1&360 +65.0 -70.0 +89.0 -70.0 +85.0 70.0 +85.0 70.0 75• Y4-%-y4 13.398-19.110 +65.0 410.0 +05.0 •1tO.0 +65.0 -110.0 SASH '/e-Ye-Ya 18.361-19.641 +88.0 -10.0 +68.0 -70.0 +050 78.0 +98.0 -70.0 HEIGHT Custom 11.391-13.397 +65.0 -70.0 +98.0 -70.0 +65.0 70.0 +65.0 70.0 %-Y.-% 19.111-24.841 +85,0 -110.0 *850 -110.0 +85,0 -110.0 m Custom 17.641-19.397 +85.0 -110.0 *89.0 -110.0 +85.0• -104.81 75• 1 Y X-y 13.398-19.110 +88.0 -70.0 +65.0 -70.0 +65.0 70.0 +65.0 70.0 ' 96' Y.%-% 19.398-24.360 +65.0 410.0 +85.0 -110.0 +65.0• -109.5' 23 r/s-Ye-ye 19.111-24.641 +65.0 -70.0 +65.0 70.0 +05.0 70.0 +85.0 70.0 `S+ Custom 24.361•31.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 0 16.360-1&397 +65.0 -70.0 +98.0 -70.0 +65,0 110.0 .0' -67.2' X- -% x.841-32s1s fes.o •11110 +es.o -110.0 +e5.0 -1011.6• 86' J4-K-Y+ 1e.39B-a4. o +66.0 -70.0 +es.o -70.0 +es.o Tao + . 12D' Cts 24.381-30.360 +85.0 -78.0 +65.0 -78.0 +65A 7110 +65.0 -70.0 7/-�-Ye 32.618-39.841 +85.0 -110.0 +85.0 -110.0 +85.0 •110.0 ezreMOR 120' -yi_y. » .30.380 f650 70.0 +65.070.0 +89.0 7011 +65.0• -572• 140' Custom •38.841 +85.0 -110.0 +B5.0 -110.0 +69.0• -104.8' SILL •,88/.70 FOR OLA E 8 SEE TABLE 25 FOR ANCHORAGE •+85/-110 FOR GLASS TYPES 11 812 SEE TABLE 26 FOR ANCHORAGE o •'MIN.SASH SIZE a WINDOW WIDTH-59.28 ••MIN.SASH SIZE=WINDOW WIDTH-60.72 2 TABLE 16: Glass Types gash Design Pressure(Ibse)for XOX SASH WIDTH 111•to Sash Wklth WindowsSECTION DETAIL RoInt Leal CordowaSan Range On) WltgmvBuokHeIgm o a� FOR WINDOWS WITH R4 48' 54, D MEETING RAIL LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +68.0 -110.0 +65.0 •110.0 +65.0 -110.0 28 (REINFORCEMENTS SHOWN 60• Y4-%-Y4 13.398-16398 +65.0 -11D.0 +65.0 •110.0 +85.0 -110.0 023 23 o IN FIGURES APPLY TO ALL %-J n-J 15.381-19.641 +85.0 -110.0 +Sg.0 -110.0 +98.0 -110.0 FRAME TYPES 8 Olstom 11.391-13.397 +85.8 •110.0 +85.0 -110.0 +85.0 -109.3 - JAMB mcn3 )R CONFIGURATIONS) GLASS TYPES 10-12 81416 n o MAY NOT BE USED WITH 78' -}§-y 13.398-19.110 +85.0 -110.0 +86.0 •110.0 +65,0 -1020 V J-CHANNEL OR INTEGRAL PRODUCT REVISED FIN FRAMES� BuowiTh tlm fl€m9t�h-�% 1x111-211.641 +es.o -110.0 fes.o -110.0 +65.0 -1029 ®ailding ds4mgca3e m Custom 17.941-19.397 +65.0 •110.0 +65.0 -110.0 +85.0 -97.4 Acocptn No 1/0-0 17 98' Y'%-y+ 19.398-24.360 +85.0 -110.0 +85.0 -110.0 ,98.0 -92.0 Revved W. Doth Revretam H*ukhon Dow-9 0 20 Custom 24.361-31.641 +65.0 -110.0 +05.0 -110.0 +98.0 864 •: -.•. •• • • dg, 11-j5-y+ 29.847•32.515 +65.0 -110.0 +05.0 -109.8 +98.0 84.3 •• • • • • Ry. Rerte®d Pwdnct 120' •• ••• �� '-ye-'/i 32.516.39.841 +65.0 AIDA +85.0 -198.0 +98.0 80.8140• Custom •• -39.841 +85.0 •110.0 +65.0 -198.0 +98.0 -W.0 - DmmJptbn: ��SEE TABLE 27 FOR ANCHORAGE • •�� _ DESIGN PRESSURE TABLES J ROSOWSKI NOTES: • 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. •_'._ • ,•. • • 1pIt y[NICI,�F'�342D75� 7 ' 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4j SASH SIZE IS AS PER THE FIGURE. ,• -� •. • . -• • • HORIZONTAL ROLLER-LM 05/15/15 4e. x,-529 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEKT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. • � a•� 00"`'• • O 6!FL�34274 Serie/Modek Seat: Sheet; 4)•1/41/2-1/4'AND'1/3.113.113-INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE ••• • • • Dm•kp No. fir. A.LYNN,MOJ.ER,P.E IN THE ADJACENT COLUMN.°CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P E#58705 CERT, OF RUTH.X29298 HR-5510 NTS 8 OF 18 MD-HR5510-01 A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 17: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor Anchor 5-8 Sash Spacing for"Integral- Group E Group F 30"Height 36"Height 48"Height 54"Height 30"Height 38"Heighl 48"Height 54"Height width Fin"Installation 3.8" 4° Reint Level On) Head E Head E Head E Head E Head E Head E Head E Head E R1 &sill &Sul -1 &Sul 0 &Sill &Sul _ &sill _- &sill _- &sal > GUIDE TO USING ANCHOR QUANTITY TABLES Anchor Group A Anchor Group C PRODUCT REVISED cavo25 1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 dm8 xIe ibe F}Qi� FOR OX WINDOWS(XO SIMILAR): A�«P�ar>o 14 tt•17 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ANCHOR QUANTITY 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PER JAMB ' Y By m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: p4iem 48° 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS OFAT(3) FIXED SECTION +ACLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL a 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 *(2)ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. n 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group D z SEE ELEVATION,SHEET 1 251/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �{ SEE ELEVATION,SHEET I Y Q 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+102+1 3 SEE CLUSTER DETAILS,SHEET 6 '"aa P 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 o co 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION, 0:SHEETO 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE / Q X / 1 N ti a1"Q 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, aN y SHEET 1 MEETING RAIL J m (e = 75" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Z ti LL 1— p REPEAT ANCHOR PATTERN AT SILL SEE TABLE 6 FOR DESIGN PRESSURE U U_ X u to TABLE 1s. FOR XOX WINDOWS: Fw-Z �m o J g o Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY n p Y m , co 5-8 Sash 30"Height 38"Height 48"Height 54"Height 30"Height 36"Height 48"Hetht 54"Height PER JAMB z a z Q' LL Width Head Head Head -E Head a Head Heed .o Head ° Head a HEAD AND SILL ANCHOR QUANTITY: J O S. Reint Lend GN E E E E E E E 1+C3+2+C3+1 4 &Sig &Sul > &Sul M &sill ' &Sul m &S(u _m &Sill • (1)ANCHOR OF(3)SASH O O1 &SUI +A CLUSTER OF(3}ANCHORS CENTERED AT THE MEETING RAIL ro t"" Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION ® Z W I11qs +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL Q J 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR AT THE SASH g ~ TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL Z 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 < Z am-s 36" 17.397 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o O O o m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 2 Lp �— SEE ELEVATION,SHEET 1 w V 48" 23.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 O 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 1__,__________ 0171 .,tea se,,, 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 _ _ SEE ELEVATION, Anchor Group B Anchor Group D•• ••• • • • •1! •/ X O X SHEET 1 251/2° 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 9+C2+1 3 1+C2.1 E32 6 . • eeE• �LLyEATIdN, _ • • S 1 SEE CLUSTER 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 6 • • MEETING RAIL SEE LU m 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 REPEAT ANCHOR PATTERN AT SILL SHEETS 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 NOTES: 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2t1 •� 1J FRAME DIMENSIONS ARE BUCK W DTH !/(6 �" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+ 23 MBX"h$r(=.C. Anchor AND BUCK HEIGHT(SEE SHEETS 3-4). • SASH SIZE IS AS PER THE FIGURES ON 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 +2 2+C2+2• $p8lcing•►�r'Mnt@gral- GmupF SHEETS 6-8. • Fin'i Nista I�atlon 2)FOR SIZES NOT SHOWN,ROUND UP TO SEE TABFE•/1FOR E16SIGN PRESSURE 4" THE NEXT AVAILABLE WIDTH OR HEIGHT A LYNN MILLER,P.E. DIMENSION SHOWN ON THE TABLE. P.E.t158705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. 5-e Sash Spacing for"Integral- 30"Height 36"Height 46"Height 54"Height 63'Height 30'Height 38"Height 48'Height 54'Height 63"Height Fin"Installation Width Header Head Head E Head Head Head Head Head Head Reint Level on) III IIIIIIIIIAnchor Anchor R3 &Sill — &Sill &Sill &Sill &SIII &Sill &SAI &Sill &SIII &Sill Group E Group F Anchor Group A Anchor Group C 3ff 4" PIYj R ilh diD oe�lr+gg vriW tLe Florlihr 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+102+1 4 t+C2+1 4 1+102+1 4 1+102+1 2 1+C2+1 3 1+102+1 4 1+102+1 4 1+102+1 4 B"'7ir198 Co& AccegtanxNal�••O M:282a 26" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Eeiwar on Dme 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 don m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75' 36.897 2+102+2 2 2+C2+2 3 2+102+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 121 2+C2+2 3 2+C2+2 4 2+C2+2 41 2+C2+2 141 s` Anchor Group B 1 Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Y Q 28" 13.397 1+C2+1 2 1+C2+1 3 1+102+1 4 1+C1+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 'Ae� .- 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 O N Q 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Oit O m 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 N 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+02+2 2 2+C2+2 3 2+C2+2 4 2+101+2 4 2+102+2 4 00 ? _ a 75" 36.887 2+C2+2 2 2+102+2 3 2+CZ+2 4 2+102+2 4 2+102+2 4 2+102+2 2 2+102+2 3 2+102+2 4 2+102+2 4 2+102+2 4 Z LL U,U. cc °a SEE TABLE 8 FOR DESIGN PRESSURE =LLuj i UZ O� '°b W of TABLE 20. Max.Anchor O.C. O o I �CD Glass Types Anchor Quantities for XO or OX Windows z 0-z of LL 5-8 Spacing for"Integral- r Sash 30'Height 36"Height 48'Height 54'Heigh 63"Height 72"Height 30"Height 36"Height 48"Height 54'Height 63'Height 72"Height Fin"Installation r J O Width Head Head Head Head Head E Head E Head E HeadItl HeadIII HeadItl HeadIII Head Anchor Anchor F- O �- Reinf.Level lin) &Sill ' &SillIII &SAI11[ &Sill &Sill ' &SIII ' &SIII &SIR &Sill &SIII &Sill &SIII , Gip E Group F ® Q R4 Anchor Group A Anchor Group C 3.2" 4' F- 25-1/7 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 O Z eZ 15 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 a O 0 O x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+102+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+103+1 5 2 Ij 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 X Lo U m Lu Z O 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+Cl-+2 5 NOTES: ei11t •°S�sews 75° 38.897 2+102+2 2 2+102+2 3 2+103+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2+C+ 3 2+103+2 4 2+C3+2 4 2+104+2 5 2+104+2 5 1)FRAME DIMENSIONS „ ARE BUCK WIDTH AND BUCK HEIGHT(SEE Anchor Group B • • • • gn�lpl•Group SHEETS 34).SASH SIZE IS 25 1J2" 12147 1+102+1 2 1+102+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 Y 1+C&+4 6 i+GQ+1@ •1*C2+1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON 5 26' 13.387 1+102+1 2 1+102+1 3 1+102+1 4 1+102+1 4 1+102+1 5 1+102+1 5 1+102+1 9 1+1GZiA 3 ,+ �1 C2p1 4 1+C2+1 5 1+C2+1 SHEETS 6-8. 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 12 1+102+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NOT SHOWN.ROUND UP TO m 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+103+1 5 1+103+1 5 THE NEXT AVAILABLE 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 442+1 04 0I+(j!#1. 1+83+1 * 1+C3+1DTH OR HEIGHT 5 1+103+1 5 DIMENSION 5owN ON . 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+103+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 121 l+C2+2 3 2+0@+21 4 21 C3.2 4 P 4 0 2+C3+2 5 2+C4+2 I5 THE TABLE. 75' 36.897 2+102+2 2 2+102+2 3 2+03+2 4 2+C3+2 4 2+C4+2 5 2+04+2 5 2+M2 2 t+C2+2 3 Q+Oe+� 4 2+C3t2 4 2+104+2 5 2+104+2 5 3)SEE SHEET a FOR A SEE BLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A LYNN MILLER,P.E. TABLES. P.E.#68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 21: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor 5-8 SashNr Height 36"Height 48"Height 1 54"Height I 63"Height 30"Height 38"Height 48"Height 1 54"Height I 83"Height Spacing for"Integral- Group F Width Fin"Installation Head S Head B Head E Head B Head E Head E Head E Head Head E Head E 4" ReinE Level �•� g SIA 0 &Sill 0, &SAI `; &Sill &Sill 8 Sill &Sill &SUI &SAI &SIII R4 PRODSED Anchor Group A Anchor Group C ° �yT; hFta:lda 25.1/2" 12.147 1+C2+1 2 t+C2+1 131 1+C2+1 4 1+C2+1 4 1+C2+1 4 B�lacua` A�umallo 16o 14.17 28" 13.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 + °OOH 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Miami Proda°tCa+tt m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 aul 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group B Anchor Group D Y Q 25112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 C 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 o a o m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 v aI°a 0 vj 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 t7 w 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 N g 76" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 Z I' a U. LLF SEE TABLE 11 FOR DESIGN PRESSURE V.l o XD 2er W M g TABLE 22: r Z coo Glass Types Anchor Quantities for XO or OX Windows o-1�2&&TYPES MAY o o Q Q 1 or° 10.12& pes Sash NOT BE USED c-Z D.Z LL 30"Height 36"Height 48"Height 54"Height 63"Height 76"Height 30"Height 36"Height 48"Height 54"Height 63"Height 76"Height WITH a-CHANNEL } J O Width Head Head Head Head Head Head Head Head HeadIll Head HeadIll Head • OR INTEGRAL FIN I— J r Reinf.Leval (1n) &Sill w &3111 &Sill m &Sill m &SIII m &SIII m &SIII m &SIII &Sill &Sill W &Sill &Sill FRAMES O > > -'� > > Z 1aa4S Anchor Group A Anchor Group C J 25-1/2" 12.47 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 ® ? a ~ (J � z 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 Z m 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+03+1 5 1+C4+1 5 0 ON m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+03+1 5 1+C4+1 5LU Z O 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+04+1 5 1+C4+1 5 Q Z 60' 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 a!7!t asap sauag NOTES: 75" 36.897 2+C2+2 12 2+C2+2 131 2+C3+2 141 2+C4+2 4! 2+C4+2 5 2+C4+2 51 1)FRAME DIMENSIONS ARE SUCK WIDTH AND ! ' Anchor Group B • • • • • • ct(for®roup D BUCK HEIGHT(SEE 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+ 1 2 +C1+1• 1 4 3+C2+1 4 1+C2+1 5 1+C3+1 5 SHEETS 3-4).BASH S O IS AS PER THE FIGURES SI E I 26" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+� $ + it• 3 91 1 4 4+�2+1 4 1+C3+1 5 1+C3+1 5 SHEETsss. x 35" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 2)FOR SIZES NOT TO 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 SHOWN.ROUND UPE a7 THE NEXT AVAILABLE 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+04+1 5 1+C4+1 5 1+ +? 2 1+(+1�• 3 M+C3+1 R 1+08+1 4 1+04+1 5 i+C4+1 5 WIDTH OR HEIGHT j DIMENSION SHOWN ON 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 +C2+2 2 +C2�2 2•C3+2 4 2+C3*2 4 2+04+2 5 2+C4+2 5 THE TABLE. 75" 36,897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+04+2 5 2+04+2 5 •Z+C2+2 2+C2M2e 2+C3+2 4 2iC4i2 4 2+C4+2 5 Z+C4+2 5 3)SEE SHEET eFOR A SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNOWI-LER,P.E. 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'+ '+ + ' ' ' a ; ; ; '+ ;'+ ' iq gggg2 g ;g'+ g'+ g';+ 444 + I� • y ; aaaa - A a' a+ • �Q x g N N NI J �• N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Jemb ^ O •••••• -m �� '+ + '+ '+ '+ '+ '+ '+ '+ '+ +' '+ '+ + + • i4_4 115 ••••••••••••• cr1�mZOO�y�a�yyZT�py_Zoy~yyyI°il.ii:.�••��mO••.�MGsp (jrIr�l Rw�gAW + (ANw++� wi+ gw waiA"i waa+wgi awaiggwY+ wagg+ wsRgaOlawgRe v+waga2 Rgawa+4ev?w�gOg+? awa++g+ aa0gOg0ag++ m3DsgROOaa0s+ 0 9. gI I I I I I -- -- N N N N N N N N N N ' aam=p6ymay-m bb i + `` i + aRaRRaOO Ra + Ra + aa aR F.+ N m + + Y + + +m w w w w $ Jmnbw w w w w w w w 0 + 3a + + +20022 + + 0 �.g+ + + + aR aa Z Z ; ; ; ; ; a as Jmb ° + + + _ _ o + AAA ° aaOO + A + +° O ° w fn - m AA A A A A A A amco a -ta+aa + + aa3 + + +# gxWYLl.b 1070 TECHNOLOGY DRIVE p N.VENICE,FL 34275 P.O.BOX 15292 r �..,. v ® NOKOMIS,FL 34274 4 CERT.OF AUTH.#29296 (941)-480-1600 2 ANCHOR QUANTITY TABLES g 05/15/15 m 4 HORIZONTAL ROLLER-LM LN-1 ROSOWSKI HR-5510 „NTS 13 OF 18 A- MD-HR5510-01 A t/ m 60-0699NH-dW o 86 301 6 S1N a 0699-UH W !� inmoSOa rs'f Wl-N311OU 1d1NOZRIOH Ld 96/96!90 631OVi AlllNdf10 WHONV 008E-086(L46) sazszu�unvdo taco �` Ja ='8 6Z9 E X08'O•d A 9LZK ld'a3IN3A'N 0. t asz��a 3ARJ0.IEJOIONHJ31000E tlt� YYa38uElE!Iuaa mfY8 £38 8u8uD3666 u 6 a 6 q 8 q q 8882 WW ~ z qW8(' P v P v v v v Q v v a v v e v v v v v a v v v v v v v e v P v a v a v v a P ❑ W + + i i + + + a + + + + t + + + + + + + i i i + + r + + +` p z = m O O + + O m N + tf7 lf7 N m O O O + 4 4 i O + N t m m N + = O Z + U + + + Y F = v v I t �i I; i� i� 0 O i� i i� 8 o 3 61 h 8 c8 i 6 t; a mm i o = t _,+ ^ ^ t r 4 f + + 4 ' Q Wer ♦@ ♦P ♦P v v ♦v v ♦Q }e P Q }q v��11 y♦vV @ }}@y i}@� +Q, Q ♦v v Q v Q@ Q e v Q@ v ♦v }v v ♦v ♦v P Pyv W O O N N z LL F m y o � vl; ou �i � � � ❑ ❑ v c� YY ° tYY � . �i ❑ ❑ ❑ oo � i3oi3 � za = ap t r + + + r t r p♦ + + + + t + t t s + + + + + + + + + t + + + m F V cj +m za Y + + M N m m N m O O t� O b O m N m m N m zi n � -+ -+ - - _ � P � � n � quw O m M M m m m m m m m m m m m m m m m m 0 m mm m m m m m m m m m m m m M 0 m � rel; 8 � 8 O O O O m N m m m O O O O O O O N N m = g Y +' + + + + N + + m ❑ w❑ gW8(� N aOcmC <,_mm28_m__G=N�$7�<QgqgWW^wW_-N°yom°_9_��aee2(f�('` <�a6� FE'N+S�yitENEN+ryO�1y�7 N�N{NEiyi' N�EN+aS'�.i� N€Np+p+iNNaENEt+t��- N'tN+mNtri7-• N`cN+AOf� EN`�NN+N10'7• NNFtNq+qma3fENNt+tEiyy�ScN g6 &EP'c"Ev�Ev�mENEf"7t+ii3''' NuEPvav�mvCEENEC`9iiNiEarENPvFEv�mENvy��1ioNNNE'Pc"EvFEv�mON♦ii' NNXNNiN£�PcNv�amN��NiiN�N+P`�EvFE�mvENa�a�"3NNSN+Pc`vbivm��N�fi{O'f"";D+'if N&N •�FeV�'am+NN+tV3i' ��NN+@'IIvUcmNN�vCtfl, �mNm'p3v�IvmEN�`M+c�; �OS>�_•••••� IN f,$ wapg,, •* "aSaz�N/•�m-�McmieWN�i�•,jMN-rwU❑ro�d�Q' rzo�Vo❑ZZW¢ *000:0 000.•0•0 + + + + + + + + ' + + + i ' + ' ' + + + + ++ t + + f ' To$ ec•� + + + m z7I L E qW( _ + ' + + + ' + + + Zm • l + gwmf Is + m E E E E t E + t 3 � + EMN t M M N A N + f + + f + i + i Ea g W8( N N N N N N N N N N Q ni + t « + + + i t « + + + « « r + t f CfjGuU3uuZSUU8UUU + + + t + 0 O7 7 7. . a 0rnM N 0 - R § E g A aM A O Oml • .c `� .�'`.R X'X E E \?� E E E \:� E `H`:C E `.-.'`r1C E \ E E a O p y 4z� 'C�C �C aC aC C :C� :� �° se x x�e x x x x I x'-F - C c {L 4 O glpm Mane mopum 4IPIm None bmPuM N r ti o tl . 60-01,991 CIN F191,d0 5 L 10 S1N_ 0655-NH W INSMOSON r m s Wl-83110211H1N0ZIa0H � w IR 86/B6/50 m S318VJ-AiIlNvno WHOW m0960 -09HM) 96Z6E#�Htnvd0'"30ajig4LZbe ld'slwo)4oN6991 X09'O'dSLZK 1=1'33lN3A'N 3ANG A001ONHOM OLM gwer e e e v e e e v e e e e e e a e v e v e v a v v v v v e e e e v v e v v v v v a v v o _ aaaaaaaaaaa � � £+iiF3ir3 £3E3 £3Q £3ac5 £iT Tc5c54c5 � 8 � `� � � aaaaa a � A � aa � � a � � ; � + � a aaa aaAtaaA � S � xS � S � zs N N N N t N N N y gwep v v e e e e e e e e e e e e e e e e e e e e e e e e v e e e e e e e e e e v v e e e o m aaa a a a a a a a a aaaaaaa + aa + a + aaaaaaaaaa � nnnnaaaaaaaaa � aaa � ta`� aaa � aai zs � tit T + i + + 4 + + + + 4 4 A N A A ♦ ♦ + i i i ' i + ♦ + + 4 gwer a v v v a v e e e e e e e e v v e v e v e v e e v v e v v v e v v v v v e v a v e e W Z + f 4 + + + + + + + + + + + 4 N N qQ a a ai aa! afiaanaanaaa8aa 3a naaaanaannnaaaaaaaa =ww aaaaa as as as as + a * avcaaaaaaaa4A1 o 6 + Al 69 5 € r N N N N gwer .a m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m w Z 4 + + 4 f + + + ••�• � tbaaa t s acaaannnnn nnnnnnnaana0aaanaa0aa . 07 aaaaa cut AA AAAAAA aaaaaaaaa4taaAA a aaa i i . + i i m atnaaa t € t Vnnnaannaaaa ♦ t LL • N N ••• QUZ ••••�• y ataabananaranaataanaa aanbtaaataabaat + at � na B a a it a a a a a a a a a A a A A a + a a a o OF,� •••••• - - - - - - - - - - - - -_ -_ � n •... 3 .....• aQWE�` N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N € N N N • $ •••••• nf+�i n tl n � i♦� � t t3 T � � i�•a•�� •••••• O aaaaaaaa6A aAAaAt4Aa0Aa aaaSaaaaO t NN AAAA Aa = O Na • m gawp e v e v v e v e e e e v v v e v e v v e v • • •¢z + + ' Q+ i + + 4 + y+ N N 4 • < NF' •••••• as l+♦+�) t� T T ♦ {+ + + + Y L m n n a a a a + + i a £ Y ? 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N N N N + .a .a r �. � � � � � � � � r r r r M A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A a A a A A A A A Jamb rn 77g 5' ggSgggS' L' + �r � g � � � g � a � gg y m A A A A A A a A a A A A a a A a A A A a a a a a a a A A A A A A A A A A A A A A A A Jamb Rev 2 Rev 1 " 1070 TECHNOLOGY DRIVE ,' N.VENICE,FL 34275 all ? o % s� >- P.O.BOX 1529 R 21 9 spy, ® NOKOMIS,FL 34274 A_ s nom^ CERT.OF AUTH.#29298 (941)-480-1600 r� O EF p. ANCHOR QUANTITY TABLES $ 05/15/15 - - o HORIZONTAL ROLLER-LM J ROSOWSKI j HR-5510,;NTS 16 OF 18 2= MID-HR55110-011141A TABLE 28: Bill Of Material 3.500' 3.50D' 3.500' 3.500' # Part# Description Material .062" -+��- .Q82' ��•� .062" -+i�- .062° 1 620121 Flame Head,SIA and Jambs-FlarVe PVC O 2 820122 Frame Head,518 aril Jambs-Flange PVC 3 820123 Frame Head,Sib and Jambs-Fin PVC ILI D, 4 620124 Frame Head,SIII and Jambs-Equal Log PVC 2.445' 2.445' �� 2.445" 2.445" 13 620172 Arril-LFbied8t hero /Trim Cofer PVC ❑� EkEll � 14 620131 F&ad Meeting Rail PVC o O Q ❑EI� �:Zoq:]El 01b 820158 Track Insert 8083't8AI 16 620129 Sash Rall(Sides,Top&Bottom) PVC FM-IL 17 820166 Monorail 608316 Al .625" T-70 J-CHANNEL •625" :[ FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 620155 Pull ROTI Interlock n T6 All 8 AMSEAD,SILL O HAEABDSSILL& 1.37 O HEAD, & O JAMBS SILL& 20 8=44 Pull Rab Interlock Cover PVC 21 820160 Light Sash Rainbroament 606316 All 22 620161 Standard Sash Relnbicement 6D83 76 Al 1.872' 1.641" 231 620152 HD Sash Reinforcement 6063 76 Al 1.507^ 1.43T 24 620163 standard Meering Rall Reinforcement 0005 T6 AI o T 25 8 164 HD Meeting Reil ReinfooemeM 8006 Tb AI 1.630" T 2'100" 2.176^ 28 62D155 H.D.Hord.Roller Meaft Rall Reinforcement 6006 T5 All .772° o o __L 1.020" 7375" 27 710X114PPA #10 x 1-1/4°PH.PH SDS(Monorail Screw) 41088 28 61644 Weatherstrip,.187'x.270'Fin Pile T fie' 1231" (�- 7CI 7.000" I•+- 070' 050° 29 61719 Weattrerstdp,.187-x_220°Poly Pile 3D 48 x 1"Ph.PH SDS(Interlock Mounting Screw) 410 SS 13 ANTI-LIFT FART 14 FIXED RAIL 15 INSERT 16 CK SASH RAIL 18 LIFT RAIL INTERLOCK 2U UFT TE ROCK COVER 31 78X312PPA #8 x 3-1/2"Ph.PH SMS(Fixed Meeting Rail Screw) 4108S 32 71669SP Meeting ROM Screw Support Plate 6083 75 Al ��......11i LL4...... 33 720210 Wap Holo Cotler PVC 31� �T _j I 07T 1.100• 34 720187 Auto Loon Screw Hole Plug PVC �{ •o' ILr ,175 �I jS I)J�}��f�6 - ,1(- " L •715' •�� .71637 720187 Auto Lock C St�l �4' 38 720199 Sweep Lack Cent Zinc ro' 39 720196 Auto Lock Cover Assembly Cast7Atc .035 �{I+.-� 025° __t_j _ 1.185" SASH 41 720200 Auto em1 Sweep Luc�N��and Sweep Lock Screw) SS Cwt 2btc 72 BEADIIG NG INO 81 3CREENEFRAME O SCREEN FRAME 21 RLIGHT EINFORCEMENIT O� REINFORCEMENT 42 76X34PPA #8 x 314°PH.PH SDS(Keeper Screw) SS 43 7612FPTX #6 x 1/2'FPH Tek(Reinboement Screw) SS 070" -4 1.182" 1.182" r' •2W 44 Leadstile Top Comer Key Nylon 45 Leadstile Bottom Comer Key Nylon �1.�•� 11'784^ 070 094^ 46 Locketile Top Comer Key Nylon et6"' U 070^ .791•�1 1•�'� �] 730 1 L I ^� 16a" 17 074 47 LockstileBottomComerKey Nylon uu�J��f �1J1� U :U 48 720204 Wtual Nylon .150" � 1.331• t� 1.340^ �- � 1.340" r-- 72 820135 Long.I.O.Bead PVC HD SASH STANDARD HD MEETING HD HR MEETING 23 24 MEETING RAIL 2b RAIL 26 RAIL 17 MONORAIL PRODUCT REVIS&D 74 Backbadding,GE 7700 or Dow 791 Silicone O REINFORCEMENT O REINFORCEMENT REINFORCEMENT REINFORCEMENT n9O"'PI7"8 i8i D1BP 76 71684/5 Setting Black(71W x 2'x 1/8'),85+/-6 duo. EPDM B.Rdinr Cak I(o-D ) Ac PWnce m 81011 Roo-formed Screen Alum • •••, ;•;,• • • • • • Revised BY Dole: Revhto>G "�"t81m�' ODW81 61012 Extruded Screen Flame Alum • iy i Da 82 FaltNded Screen Spreader Bar Alum • • # .•..• • • Revfnad aJ Date Rarkdm 63 47042W Screen Comer Key with Pull Rhlg PVC ♦•• ••• 1-•• •• • 84 47041W/CKGIB Screen Corner Key No Pull Ring PVC 86 7CASPM Tension Spring SS ® OesaOum D1°On W. 86 6181WAS screen Cloth Fiberglass �. ' j• •• WINDOW EXTRUSIONS$BOM J ROSOWSKI 87 61635#81614 .140'Screen Spline(Machine/Hand Rolled) Vinyl 7 0 OL DRIVE T1fm Oa6s . • -: . a.� IC Xt 4 75 HORIZONTAL ROLLER-LM 05/15/15 NOTES: • •• "�r .••.'• M 1)ITEMS#5-12,18,35,38,49-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL ••• •'• '--:,, •. • �� 34274 Sate M-del• Seob: SMetDraarGrp No. Rev: 2)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A'tyJIN!MILLis�tttt,R.E. CERT. OF AtJIH.829298 HR-5510 NTS 17 OF 18 M D-HR5510-01 A Ge4od ••• • • • • ••• • • • 000 0 ••• •• • • • •• •• • ••• • • Tt 1$ SASH TABLE 21: MITERED FRAME WITH 44 ASSEMBLY Egress Lock BID of Material 1 ZY INTERIOR AND EXTERIOR DETAILS ® # Part# Oem"Ponm Matetlal FRAME WELDS 100 7MC7024 Multi-Paint Lack OpeWor Cast 2tnc 42 ,os O 101 73340 Operator mounting Plate &eel 31 18 102 72015 Multipoint Lock Keeper Alundnum y 1 48 ATTACHED TO 103 720214 Muklpoh Lack C3ulde Nylon 11}11 32 EXTERIOR SASH RAIL 1D4 220217-221 Tie Bar(Uutp Varies) Stainless Steel 1 C? 105 71024X12HFX#10 x 112"HH MS Stainless Steel 108 78XIFPAX x 1"Ph.FH SMS Ste Wesa Stow 72 xa I 107 78X75FPTX #8 x 314"Ph.FH SDS Stainless Step + 19 O 7 ATTACHED JAMB JAMB 30 FR103 27 j 1e EGRESS LOCK 37 DETAILS 40 (NOT TO SCALE 39 88 83 ORO 42 104 87 6+ OPT.AUTO LOCK 45 20 ATTACHED TO . oom yi a*,d 95rt 48 1 FRAME JAMB ��d7�Sai®WaBtaft�x Aceeprmtre Na 4.1 42 4' 101 E*ineatiou Die r OO sr 18 Miam'Dade Pradax 14 ,`-. 107 82 OPT. 72 X4102 ! � ao 41 b ®, ( 47 OPT.SWEEP LOCK ATTACHED TO • [� 42 1 FRAMEJAMB 80 OR 81 15 1070 TECHNOLOGY DRIVE �1 1 MITERED FRAME WITH N.VENICE, FL 34275 INTERIOR AND EXTERIOR FRAME WELDS (841)-480-1600 ••• • • CERT.OF AUIH. #29288 SCREEN • • • • • '•'. ASSEMBLR°�e°�° Doti R Y a •• • • • DETAILS •i i i i i•i' Rrgmd Or. DOW Refolom 33 >O 84 Doom By'°R EXTERIOR FRAME ". EXPLODED WINDOW VIEW J ROSOWSKI 4 L16 ASSEMBLY • • a , • fill Tars: Data ` ` ` • ' ` • HORIZONTAL ROLLER-LM 05/15/15 NOTES: DETAILS ; • • • • '• ••;' r ' 1)GLASS AND SOME PARTWOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ,,) •• •• • 4...• • - Swb: Sheen 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. •• • • • A t1�IN E P E. � � Rar. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 8-8. P Eye HR-5510 NTS 18 OF 18 M D-HR5510-01 A ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • M IAM I•DADE MIAMI-DADE COUNTY 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) www.miamida4L.gov/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 Prgdsal•�ontrol Section that this product or material fails to meet the requirements of the applicabl4 builtling code'•• ••••;• This product is approved as described herein, and has been designed to comply•w$h�he Florfdd$wilding6 900 0 :00"":• • Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series"PW-5520 Vinyl"PVC Fixed Window--L.M.L .... .... :'''•: APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed W Add* NOA (LM&SM)'•,•;..• sheets 1 through 11 of 11,dated 09/09/14,with revision A dated 06/08/16,prepare Pee ufkAax;p signea0*0 0 • and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Produpl•C•q%trol Revisjon stamp • with the Notice of Acceptance number and expiration date by the Miami-Dadg C8u4ty Prgduc�Contrgl...; Section. ;00.00 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .. • •••0 • 0 • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0930.25 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 Manuel Perez,P.E. NOA No. 16-0629.12 FDADE COU Expiration Date: April 30,2020 Approval Date: August 04,2016 pq7liq t� Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted udder previous NOA No. 14-0930.25) 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision A dated 06/08/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a FVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal°spacer system, Super Spacer®NXTTM spacer sy0d and XL EdgeTM spacer system at insulated glass,prepared by Fenestration*Testing laboratory:• • Inc., Test Reports No. FTL-8717, FTL-8968 and FTL,$970, dated.I 1116/1 „••;• 06/07/16 and 06/02/16 respectively, all signed and sealed by Id"s,Ortega,P.E. ...... 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94.sees. .••••. • 2)Uniform Static Air Pressure Test,Loading per MC,TAY 202-94 ••. 3) Water Resistance Test,per FBC,TAS 202-9.4o..• ;••••• •••• 4)Large Missile Impact Test per FBC,TAS 2W.94. .' 5)Cyclic Wind Pressure Loading per FBC, TAS 20;-94 ;• •;• •••• • 6)Forced Entry Test,per FBC 2411.3.2.1, and TA&202-94 ;....; along with marked-up drawings and installation diagram of a PVC Jlxed vvirielo;v, • prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897,dated 08/01/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5a' Edition (2014), dated 09/18/14 and 04/07/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). i� Manuel Pj:xamLer E. Product Control NOA No.1 .12 Expiration Date: Apri130,2020 Approval Date: August 04,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.T.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, 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. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. .••••. . . .... ...... E. STATEMENTS • ...... .. . ...... 1. Statement letter of conformance, complying with FBC-2010 and.V-BC-5a'Edition (2014),dated September 27,2014,issued by manufacturer, sighed`fid se4lml-by • Anthony Lynn Miller,P.E. "" "'• ••:••. ...... . . ..... (Submitted under previous NOA No. 14-0930.25) ••••�• ;••••• ��••• 2. Statement letter of no financial interest, dated September 27,2d114,.issued by. .• . manufacturer, signed and sealed by Anthony Lynn Miller,PA 000900 (Submitted under previous NOA No. 14-0930.25) • 3. Proposal issued by Product Control,dated 6/26/14, signed by Jaimelbascon,*P.S. • Supervisor, Product Control Section. (Submitted under previous NOA No. 14-0930.25) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0930.25, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 04/30/15 and expiring on 04/30/20. lWa w"6 9- j Manuel Perez,P Product Control Ex a ner NOA No. 16-0629. 2 Expiration Date: April 30,2020 Approval Date: August 04,2016 E-2 GENERAL NOTES:SERIES 5520 IMPACT RATING DESIGN PRESSURE RATING IMPACT RESISTANT,VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE IMPACT RESISTANT TABLES 413,SHEETS 8.10 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY MAX.BUCK WIDTH SEE TABLES 413 HURRICANE ZONE(HVHZ). (SHORT OR LONG SIDE) +. MAX.BUCK WIDTH SEE TABLES 49 (SHORT OR LONG SIDE) MAX.O.C.SEE 1.25'MAX. 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B.SEE _ TABLES 413 8'MAX D,SEE _ MAX.O.C.SEE TABLES 4-9 FOR INSULATED GLASS INSTALLATIONS ABOVE NY IN THE HVHZ,THE OUTBOARD SHEET 3•� - SHEET 4 — PRODUCT REvow LITE(CAP)MUST TEMPERED. IB ud&*Vft piag wi8t 87o tis1a�9 3)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE I •• A.Ccptmm NO (w COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR VISIBLE T VISIBLE P.pitatim Dere GGUU�D EVALUATIONS WERE SOUTHERN PINE,ASTM C80 CONCRETE MASONRY UNITS AND LIGHT WIDTH MAX.BUCK LIGHT WIDTH CONCRETE WITH MIN.KSI PER ANCHOR TYPE HEIGHT.SEE __ ________ _ _ _ >' TABLES 413 .c+C 4)ALL WOOD BUCKS LESS THAN 1-1/Y THICK ARE TO BE CONSIDERED 1X I (LONG OR INSTALLATIOSUBSTRATE.NWOOD BUCKSSUCKS ARE OPTIONAL DEPICTED AS 2X ARE 1F1R'TH CK OR GREATER.UNIT IS INSTALLED CX AND 2X ITLY TO t SHORT SIDE) t <JR-0610&SHEET 6-ADDED SPACERS VISIBLE r / VISIBLE , 2 TO SHEET 11. BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE A I LIGHT A,SEE C / LIGHT C.SEE �v STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE / HEIGHT SHEET 3 HEIGHT SHEET 4 ' ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). / 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX.BUCK ro HEIGHT,SEE TABLES 48 STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. y • INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING MAX O.C. 1 STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES (LONG Y Q I MAX O.C. I SHORT SIDE) W w •nab AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4.13 SEE ,}• > � 3 6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT TABLES O O y O IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED I• N a aloe O LOADS.WOOD BUCKS,BY OTHERS.MUST BE SUFFICIENTLY ANCHORED TO RESIST B -A _ 6'MAX �+-- D ►• - 125"MAX.•—�{ + O 19 LOADS IMPOSED ON THEM BY THE WINDOW. .J 7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL z LL ,N LLo A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE,FRAME FLANGE FRAME(90'CORNERS) FRAME(90'CORNERS) x Lj •-y ANALYSIS AND GLASS PER ASTM E13D0. (ANCHORED THROUGH NAIL FIN) WV U_ X- c g B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE r 125"MAX. r"z m O 1 �++a TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 8'MAX. -►1 F+— 1L > O Y g Z P• 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 6"MAX 0. LL ¢ LL WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% MAX�. O j O STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 O.C. LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. '0'C' 4 MAX.O.C.SEE SEE W MAX SEE TABLES TABLES 9 0 yr ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET /413 1 TABLES `� 0 cif 1aa4S THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ,( 1. 4-9 Z W (\ F 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX O•C• • Z CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / SEE TABLES / VISIBLE X Z aia�s JURISDICTION. VISIBLE 413 LIGHT LIGHT e- p 10)REFERENCES:TEST REPORTS FTL-7887;ELCO ULTRACON NOA;ELCO CRETEFLEX HEIGHT HEIGHT O LL NOA;ELCO AGGRE-GATOR NOA ROYAL WINDOW AND DOOR PROFILES,LTD WHITE& MAX.BUCK W LU BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S:NATIONAL DESIGN / MAX.BUCK / HEIGHT,SEE U S SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN HEIGHT.SEE TABLES 4.9 D. MANUAL TABLES 48 (LONG OR a nsa saua VISIBLE (LONG OR VISIBLE SHORT SIDE) 111 0 5 11)-PVB'=.090'13UTACITEO PVB BY KURARAY AMERICA,INC. LIGHT WIDTH SHORT SIDE) LIGHT WIDTH 'SG"=.D90'SEN RYGLASO INTERLAYER BY KURARAY AMERICA,INC. 6'MAX �. ------. P��.•' LICENSE•.•(� � GENERAL NOTES.........................I VISIBLE LIGHT FORMULAS • • • • ELEVATIONS.................................1 WIDTH:BUCK WIDTH-43118' •• • r • • 125'•J --•-� �•+-- MAXO.C.SEE TABLES 49 -Y•- I•�- 125'MAX z*; No-6870$ FRAME,GLASS&ANCHOR HEIGHT:BUCK HEIGHT-43/18' I...—...�-- MAX O'G• ••••'~`I• • • mte �.. OPTIONS.............................2 SEE TABLES 413 INSTALLATION,FLANGE& STANDARDS USED: MAX.BUCK WIDTH SEE TABLES 413 MAX.BUCK WIDTH SEE TABLES 48 EQUAL LEG..........................3 (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) •'.• ��` INSTALLATION,INTEGRAL FIN& •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION ••• • • • TTP.INTEGRAL FIN& J-CHANNEL..........................4 •ASTME13DO-09 TMP EQUAUlE6BOX& ��' •'• ORIDA,.••' GLAZING DETAILS......................5 •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION FLANGE FRA RVED J-CHANNEL FRAME(CURVED OR �isS�O �G�� DESIGN PRESSURES..*..*.............8-10 -ALUMINUM DESIGN MANUAL.ADM-2010 OR ANGLED CORNERS) • • • • •• • • ANGLED CORNERS) i�,i�NALIVt BOM&ASSEMBLY.......................11 •AISI-S700-07/S2-2010 • •• •• • • • • • (ANCHORED THROUGH NAIL FIN) ••• • • • •• • A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1: Giese Table WINDOW FRAMES MAYBE ANY OF THOSE SHOWN BELOW: Type Description # 7 7/8"Laminated I.G.:118'A Exterior Cap+7/16°Air Space+5116°Laminated;(2)Lftes of 1/8"A Giese wfth.090'PVB Interlayer 4 "A"=ANNEALED 8 7/8'Laminated I.G.:1/8'T Exterior Cap+7/161 Air Space+5/16"Laminated;(2)Utes of 118"A Glans with.090"PVB Interlayer 5 •H"=HEAT STRENGTHENED 9 7/8"Laminated I.G.:3/16°A Exterlor Cap+318'Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090'PVB Interlayer 6 'T"-TEMPERED 0 0 "PVB"_.090'PVB INTERLAYER 10 7/8°Laminated I.G.:3/16'T Exterior Cap+318'Air Space+5/16"Laminated;(2)Utes of 118"A Glass with.090'PVB Interlayer 6 "W=.O90°SENTRYGLAS BOX OR 11 1"Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+7/16"Laminated;(2)Lues of 3/16°A Glass With.090"PVB Interlayer 7 INTERLAYER EQUAL G 12 1"Laminated I.G.:3116°A Exterior Cap+318°Air Space+7/16'Laminated;(2)Lues of 3/16"A Glass with.090°PVB Interlayer 8 FLANGE 13 1"Laminated I.G.:3116'T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lftes of 3/16"A Glass with.090°PVB Intedayer 9 14 1"laminated I.G.:3116'A Exterior Cap+3/8'Air Space+7/16°Laminated;(2)Lutes of 3116"A Glass with.090'SG Intetayer 10 LET 15 1"Laminated I.G.:3116'T Exterior Cep+3/8•Air Space+7/16°Laminated;(2)Lites of 3/16'A Glass with.090"SG Interlayer 11 GLASS TYPES 14 THROUGH 16 1"Laminated I.G.:118°T Exterior Cap+7/16"Air Space+7110"Laminated;(2)Lites of 3116°H Glass with.OW SG Interlayer 12 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL 17 11'Laminated I.G.:3116°T Exterior Cap+3)8•Air Space+7/16°Laminated;(2)Lites of 3116°H Glass with.0901 SG Interlayer 1 13 •FIN FRAMES. TABLE 2:ANCHORS INSTALLED THROUGH FRAME MinEdge Min. 'MIN. 3 THREADS . Group Anchor Substrate BEYOND THE METAL 0 Distance Embedment' SUBSTRATE.FOR STEEL STUDS,MIN ac P.T.Sachem Pine(SO--0.55) 16" 1-318 Fu=45 KSI. J-CHANNEL �Q INTEGRAL #10 SMS Steel,A38" 318° 0.05(r (steel,0 S.S.S. Steel Stud,A853 Or.33° 318" 0.0451°(18 Ga) 'UNGROVALUES MAY E o� o� A O<410 S.S.) Aluminum,6D63T5• 318' 0.050' VALUES MAYBE USED FOR GROUTED P.T.Southern Plne SG=0.55 7/16" 13/8" ( ) CMU APPLICATIONS. 3/16"steel UBracon Concrete(min.2.85 ksl) 1' 1-318" Ungrouted CMU,(ASTM C•90) 2-112" 1-114" SMS P.T.Southern Pine(SG=0.55) 9/16' 1318° #12 B (steel, SM S.S. Steel,A36" 3/8° 0.050°B or 410 S.S.) Steel Stud,A653 Or.33' 318° 0.0451°(18 Ga) ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES Aluminum,6063T5' 3/8' 0.063° BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10. 1/4'steel Ultracon Concrete(min.2.85 ksl) 1° 144" LONG LONG LONG SHORT C Ungrouted CMU,(ASTM C-90) 2-1/2° 1-1/4° SIDE SIDE --{ SIDE -.{ -1 SIDE 1- 1/4'steel Cretellex Concrete(min.3.35 ksl) 1° 1 144° T r -- -- -- --- ---- 114"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1318° I I I Ungrouted CMU,(ASTM C-90) 2-1/2' IIAW ° 1/4"steel CreteAex w,x ( gh °xw' H y 0 P.T.Southern Pine(SG=0.55) 1" 13/8' w D 1/4°steel P.T.Southern Pine(SG=0.55) 1" 13/8' 1 L 9 PRODUCT REVISED Aggre-Gator Grouted CMU,(ASTM C90) 2° 2° LONG LONG LONG LONG LONG c9 complying with dw Flaric�i SIDE �"'� SIDE IF SIDE -i ham- SIDE y SIDE Z r -Conorel TI ° B-u l°8Mt"anOCce"odtoe e(min. s - r Aarep 11 -114steeeT = By114'steel Afire Gator Concrete(min.3275 ksl) 1-1/2° 138" Qy=N aN N N 0) y " o I Prada TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Group Anchor Substrate Min.Edge Min. Distance Embedment! •• ••• • • • • • •• E 2-1/2'x.131'Common Nell P.T.Sachem Pine(SG=.55) 3/6" 2-7/16° • • •• • • • • • 2-1YY Ring-shark Ra>ang Nail P.T.Southern Pure(SG=.55) 318° 2-7/18" • P.T.Southern Pine(SG=.55) 112" 1-38' •• •• • r=VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 #10 Trusshead SMS Aluminum,608375" 318' 0.050' (steel,I"S.S. U o m J ROSOWSKI a 410 3.3.) Steel Stud,Gr.33' 3/8° GLASS/ANCHORS/FRAME OPTIONS 0.0451'(18 Ge.} g o` F Steel,A36" 31W 0.050' • ••• • Go 4Q • • • • • P.T.SSouthernPirie(3G=.55) 9/18' 1-316° 'MIN.OF 3 THREAD6 • OERT.OF AUTH.rT2•6p96• • #12 SMSAluminum,806375• 316 O.OB3' BEYOND THE ME'•4L • (steel,1&8 S.S. Steel Stud,Or.33" 3/8" 0.050° SUBSTRATE FOR •• 1 N. C N L 427 di�VP• or 410 S.S.) STEEL STUDS,MA• • N.V�NICE,•FL 34276• " v Steel,A36° 318° 0.050• Fu ss Ksl. (941)-480-1600 -P PW-5520 y NTS y 2 OF 11 = MD 5520.0 z A A.LYNN p LLE0R,PE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH FRAME INTO 2X WOOD EDGE DISTANCE MAX• 114'MAX. SHIM FRAME OR BUCKSTRIP. SHIM 2 4) SHIM SEE NOTE 2,THIS SHEET. EDGE • EDGE C� EMBEDMENT DISTANCE « 5 Q DISTANCE FLANGE FRAME -""� SHOWN < o TYP.ANCHOR TYPE, 1"THICK I.G. TYP.ANCHOR TYPE, 1/4"MAX. 2 SHIM EMBEDMENT AND EDGE F �� EMBEOMENTAND �a DISTANCE PER •. EDGE DISTANCE PER TYP.ANCHOR TYPE, SUBSTRATE � � SUBSTRATE,SEE EMBEDMENT AND SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2. $ a EDGE DISTANCE PER < SUBSTRATE,SEE 5 TABLE 2,SHEET 2. a Com- I 7,.THICK I.G. �D FLANGE EXTERIOR 1� VISIBLE LIGHT WIDTH -----�- T FRAME EQUAL- NOTES: SHOWN LEGBOX 71W THICK I.G. BUCK WIDTH FRAME 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS SHOWN LISTED ON TABLE 2,SHEET 2,FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 3,SHEET 2. PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN BUCK VISIBLE 1-12'THICK ARE TO BE CONSIDERED 1X 1/4°MAX. HEIGHT LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR#12 STEEL �{ 1/4'MAX.SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS BUCKS DEPICTED AS 2X ARE 1-12'THICK OR ,S SEE 2 GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE TABLE 2,SHEET 2. u DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE j ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED �^ TO AS DAYLIGHT OPENING)IS MEASURED FROM U 1"THICK I.G. BEADING TO BEADING. FLANGE EQUAL PRODUCT REVISED FRAME LEG/BOX as eompiy*with OFhxib SHOWN FRAME &siding Code TYP.ANCHOR TYPE. SHOWN o Aoo@ptwo NO q•1� EXTERIOR EMBEDMENT AND 00 o EXTERIOR 0 �� ' b EDGE DISTANCE PER I-I Ay: 4 UUU SUBSTRATE,SEE INSTALLATION V INSTALLATION EQUAL. TABLE 2,SHEET 2. OPTION 4 OPTION 4 LEGBOX ANCHORED THROUGH ANCHORED THROUGH FRAME 1/4'MAX.SHIM •• ••• • PRAMERJTO hETfR •• FRAME INTO METAL SHOWN • • • • • • • • • • •• ••• ?4RT. • VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 EMBEDMENT VISIBLE LIGHT FORMULAS o FLANGE&EQUAL-LEG/BOX FRAMES o m� J ROSOWSKI INSTALLATION • WIDTH:BUCK WIDTH-4-3116' • •• ®• OPTION HEIGHT:BUCK HEIGHT-4-3l10'• • • ANCHOREDTHROUGH EDGEDISTANCE • TH.i2 FRAME DIRECTLY INTO •• • •1070-f_CoN jLOGY , CONCRETMMU. VERTICAL SECTION B-B .•• • N.VBNICE,FL 34275• a d Njl� A.LYNN MILLER P.E. -480-1PW-5-520 11zMD-5520. A(941) #MO • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 INSTALLATION OPTION 5 1/a"MAX.SHIM ANCHORED THROUGH 1W MAX.SHIM ANCHORED INTEGRAL FIN EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. -^�--- EDGE DISTANCE ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD I� EMBEDMENT I� F NOTE 2,THIS SHEIETSEE SEE NOTE 2,THIS SHEET. FRAME OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. — EDGE 1 3 EDGE DISTANCE DISTANCE J-CHANNEL � 5 Q FRAME 1 SHORN � 1 1'THICK I.O.❑ EMBEDMENT 1 1/4'MAX.SHIM TYP.ANCHOR TYPE, EMBEDMENT AND i TYP.ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENT AND EDGE SUBSTRATE,SEE 6 a DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. INTEGRAL TYP.ANCHOR TYPE, SEE TABLE 3,SHEET 2. (SCREW SHOWN) FIN EMBEDMENT AND EDGE 5 (NAIL SHOWN) 7/8"THICK I.G. ❑ FRAME DISTANCE PER SUBSTRATE, J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH 7 SHOWN SEE TABLE SHEEP 2, FRAME (NAIL SHOWN)) 7/8"THICK I.G. NOES: SHOWN BUCK WIDTH 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2&3,SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3.SHEET 2. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2.SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1-1/2"THICK ARE O BE CONSIDERED 1X HEIGHT LIGHTINSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4'MAX.SHIM #10 OR#12 STEEL 1/4'MAX WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK SMS(G5),SEE SHIM OR OR GREATER.1X AND ZX BUCKS(WHEN USED) TABSHEET 2.3 SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO �—1"THICK I.G. REFEING)IS MEASURED FROM BEADING O BD TO AS DAYLIGHT NEADIING. �Q �Q _ IN P�RODUCI'REVISED FAND/OR D FLANGE MAY BE Vhxib Building Code REMOVED INFIELD Acaptaoaz��eT' ,�, 0 INTEGRAL FIN ��o EXTERIOR o D� 2O9>7 EXTERIOR ATYP.ND ANCHOR TYPE,EMBEDMENT FRAME SHOWN❑ {v1 OI_ J 3 AND EDGE DISTANCE PER IBv{yµus' t SUBSTRATE,SEE TABLE 3,SHEET 2. INTEGRAL (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8 FINMAX INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, FRAME 114° •• INKS META,SRE TAXLE 3,SHEBIT 2. •• INTO METAL,SEE TABLE 2,SHEET 2. SHOWN SHIM • • • • • • • • • ., • •• • • • • ••• • INSTALLATION • OPTION 5 DFEDGE •• •• • • VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 ANCHORED THROUGH INTEGRAL FIN INT02X o J-CHANNEL&INTEGRAL FIN FRAMES o m J ROSOWSKI WOOD FRAME OR VISIBLE LIGHT F)RM" • • ®• b BUCKSTRIP.SEE NOTE 2, WIDTH:BUCK WIDTH-4.3/16'• • • • ' THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-4-3/169 6 T.EF AM.#2496 1071jEGVNQLOGY ZV• y m P �7 VERTICAL SECTION D-D N.1/FNICEjpFL 34271• PW-5520 NTS 4 OF 1 A.LexPE.(941)-480-1600 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7/8'NO718'NOM. 7B'NOM. 7/8'NOM. VA 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB I 5/16"AIA PVB 7/16"AIR SPACE 7116"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE PROW&REVISED 1/8"A GLASS 1/8'T GLASS 3/18"A GLASS 3/18"T GLASS--\ cemptyvtg with tee Moi& a ildi sCode �j EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR BO-83 80-83 80.83 r�ap oPnthtmPCOONtocL80-83 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 2 N C lY 1"NOM. 1°NOM. 1'NOM. -►{ 1'NOM. Y Q rn "aa 7/16"AIA PVB 7116"A/A PVB 7/16"A/A PVB 7/16"A/A SG O z O o 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE }n v aiap p0: clJ o 118"T GLASS 3/16"A GLAS5 3/16"T GLASS--\ 3/16"A GLASS O Gp a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR z- LL W 9AO LLUIU XN o 8083 8083 80 83 80 83 F�Zu m O a�6 oma GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 o z a z LL z O o "a4s 1"NOM. 1'NOM. -�j 1°NOM. Z I Q f- Q W W a�oa5 D 7/16"A/A SG 7/16"H/H SG 7/16"H/H SG EXTERIOR o LL Z 3/8"AIR SPACE 7/16"AIR SPACE 318"AIR SPACE 1n'NOM.GLASS Z 3/16"T GLASS 11W T GLASS 3119'T GLASS 80.83 BITE TYP. > a spay asap saves EXTERIOR a EXTERIOR a EXTERIOR 74 7 80-83 8083 • • • • 80.83 :. GLASS TYPE 15 GLASS TYPE 16 of •.; 't; •t• ;GCA$y'fYPE 17 78 0 0 GLAZING NOTES: GLASS TYPES 14 THROUGH • ••• ••• • • • 'A"=ANNEALED 17 MAY NOT BE USED WITH • • • • w • • • • "H'=HEAT STRENGTHENED IJ-CHANNEL OR INTEGRAL • • • • • • • • • TYP.GLAZING DETAIL 'T"a TEMPERED •FIN FRAMES • •• •• •t• • • • "PVB" -.09W PVB ••• • . 'SG'_.000"SENTRYOLAS • •• • A.LYNN MILLER P.E. P.E.#58705 ••• • • • • ••• • • • •• •• • • • •• •• TABLE 4: Window Design Pressure,(+/-psf) Use VdsI" for GIM T 1/8"A Cap-Airspace-5116"A/A with PVB Type: Window Long Side(In) TABLE DIMENSIONS MAY BE Dimensions 51,05 54 56 58 62 64 68 72 76 s0 84 87 ORIENTED VERTICALLY OR 1s +/30 +/-50 +/-50 +/-50 +/30 +/-50 +1.50 +1-50 +1-50 +/30 +/-50 +130 HORIZONTALLY AS SHOWN. 20 +/30 +130 +1-50 +1-50 +1.60 +/-50 +130 +l30 +/30 +/-50 +/-56 +/-80 LONG yxODUCTR6VISIND i*da SIDE as.omplyin8 wieri dr+F4o1b 22 +130 +1-60 +/30 +130 +/30 +l30 +130 +1-50 +/-50 +130 +/-So +/$0 f+- LONG SIDE BuildmgCode i 24 +/30 +1-50 +/•50 +/-60 +1.50 +/-60 +/-50 +i-50 +/-BO +1-50 +/-60 +/-60 T ExpE:cpimt i-a rix tab ! L Date I 26 +/-60 +/-80 +/-60 +/-50 +/-50 +/-60 +/-60 +/-50 +(.40 +1.80 +1-N +1-60 SHORT _L 28 +1-50 +/-50 +1-50 +/.50 +1.50 +/-50 +1$0 +/-50 +/-60 +/$0 +/-50 +/-50 SIDE R1 / Muni Dade Prodm3 S 30 +/30 +130 +1-60 +/30 +1-60 +/30 +t30 +/30 +150 +1.60 +/30 t- ___ � S DET o 32 +/-60 +1.60 +130 +/-50 +1-50 +/-60 +i-6o +1.60 +1.60 +130 Q m w 34 +/.W +/-50 +1-60 +/-60 +/-SO +1d0 +/$0 +1-W +1_50 Yd 36 +/-60 +/-50 +1-60 +/-50 +1-60 +1.60 +/-60 +/-60 > N LONG SIDE --►{ � 38 +/30 +/30 +/-60 +1-60 +/30 +1.40 +/.g0 T- 40 40 +130 +1-60 +1-60 +1-60 +130 +1.60 SHORT MAX.O.C.SPACING IF ANCHORING MAX O.C.SPACING IF ANCHORING LONG 42 +1.40 +f30 +/30 +/30 +1-60 SIDE SIDE THROUGH THE FRAME PER SHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET Y Q 44 +130 +150 +130 +1-60 APPUE570A,B,CORDANCHORS APPUESTOEORFANCHORS O) '�oa 46 +130 +1-60 +130w (SEETABLE 2) (SEE TABLE 3) 0: O O O 48 +/-W +180 15 a° co C7 N elod O N 51.05 +/-60 SHORT I' O�j to r� SIDE 0J W J g Ag p z U- cIQ LL co .,o.p cS TABLE 5: W Z Q M 00 y u oN Window Design Pressure,(+1-psf) usemsmae Q w m Y _ as 0Mo for glass g n> O p Q r 118"T Cap-Airspace-5116"A/A with PVB TYDa C Z a z In window Long Side Pn) O -1 O Dimensions 60.926 64 66 68 70 74 77 so 84 87 92 97 99 z to 32 +130 +130 +130 +130 +/30 +l30 +/30 +/30 +1-50 +130 +130 +130 +1-50 ~' Q LLL 4ea4S 34 +130 +130 +130 +130 +130 +130 +130 +/$0 +130 +/-5o +/30 +/47.3 +1.46.7 ® Z IX 36 +/30 +1-60 +130 +130 +130 +130 +130 +/30 +13D +/30 +/-07.6 +1.45.4 +144.6 g co z 38 +/30 +/30 +13 /3 0 + 0 +130 +1.50 +130 +180 +1-60 +/-49.1 +146.1 +1-03.9 37- 40 +130 +13D +130 +/30 +130 +/-60 +/30 +160 +130 +140.2 +1-45.1 0 d o 42 +130 +130 +1-60 +/30 +130 +130 +150 +/80 +149.8 +/.47.4 IL z e44 +/30 +130 +/-60 +130 +130 +1-60 +/30 +/-60 +1-48.9 Z W ar 46 +/30 +1d0 +130 +130 +130 +/-50 +/-60 049.9 'j p 0- 48 +/30 +130 +130 +/30 +/30 +1-W +/30 ant Maa sauo Ol 50 W-0 +/-W +150 +fes +130 +/-50 62 +1.60 +/-60 +130 +1.60 +/-60 MAX.O.C.SPAaIWtj ANfjpNG• •MAX,P.0 S%aff IF AN"RING THROUGH THE FR•ME PER SHEET•380 IMON H WE IKTEGIIAL FrJ PER SHEET NOTES: 54 +/30 +130 +/-50 +(30 APPUESTOA ,%oRDAN R5• • PPQES & FAigiORS 1)DUCK DIMENSIONS SHOWN. BB +l30 +/30 +130 (SEE TABN 2) • • • • • (SEETAIPLE3) • Be +/$0 +/-WIs-FO EAN O ,4"A6 ANCHORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 60.926 +1-60 NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), `J (b • •t• ••• • • t FIND THE SMALLEST SQUARE WINDOW SIZE IN • • • • • • • • • THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL • • • • • • • • • WINDOW WILL COMPLETELY FIT WITHIN. 111 ••• • • • •• • A.LYNN MILLER,P.E. P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 6: Window Design Pressure,(+/-ps4 ugeu smma 31W A -Airspace-5/16°A/A wfth PVB rar t 8 810 TYpes. 3116"T Ca -Airspace-5116"AIA with PVB TABLE DIMENSIONS MAYBE yVmdow Lang Side Qn) ORIENTED VERTICALLY OR Dimensions 80.928 64 88 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN. 32 +/SO +150 +1-60 +/-60 4450 +1-60 +150 +/-50 +/-60 +/-60 d-60 +la +/SO LONG PRODUCT REVISED SIDE es camplying WAOM Ftrrrds 34 4450 +150 +1-50 +150 4450 +l-so +150 +/50 +/50 +1.50 +1-50 +/-50 +/-So �— LONG SIDE 111.0"� & i i 38 44.60 +1-50 +/-50 +/50 +/-60 +/-6D +/-60 +1-60 +/50 +/-60 +1-60 +1.50 +/50 e � 38 4450 +1-50 +1-50 +/50 +1-50 +150 +150 +150 +/50 +150 4450 +1.50 T- Exp mriuA Dace 40 +/SO +/-60 +/-50 +/-50 +1-60 +/-50 +/5D +/-5D +1-60 +/-60 +1-50 BHORT By 42 +ISO +/50 +1.50 +1.60 +l-m +150 +lSO +/50 +/SO +l-60 SIDE SHORT M' i e P oQuct 44 +150 +/50 +1-50 +150 +150 +/-60 +l-W +/SD +/50 SIDE ra 48 +/50 +/5D +1-60 +1-60 +1-60 +/-50 +/-60 +/50 48 4450 +/5D +160 +1.60 +1-50 +/-W +ISO > LONG SIDE N 60 +/-W +/50 +/-W +/50 +150 +140 -7—�— —r{ 62 +/SO +/50 +/50 +/50 +150 MAX,O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING ■ > 64 +/50 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET SHORT SIDE LONG +(50 +/50 +/.$D APPLIES TO A,B,COR DANCHOAS APPLIES TO EORFANCHORS � SIDE 4 68 +ISO +150 +/-60Y (SEE TABLE 2) (SEE TABLE 3) A— W !I} 7. 68 +150 +J50 15- 3.5-FOR E ANCHORS,4-FOR F ANCHORS K W 80.928 +/SO N sln0 J SHORTO�y A t�0 TABLE 7. '1 SIDE 0-, N J zLO LL c0 aa.o g Window Design Pressure,(+/-psf) Use= 11 0 v x`a Lu 6 a 1/8°T Cap-Airspace-7116"A/A with PVB Type, H z m o Y -a oMo Window Long Side Qn) O p m DBnenslons 60.926 S4 e3 68 70 74 77 90 84 87 92 97 99 Z d z 32 +/-70 +- +1-70 +1-70 +!70 +/-70 +/-70 +170 +1-70 +/-70 +i-70 +170 +/-70 Z p 17 i/-70 +1-70 + 0 +1-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/•70 +1-70 +/-70 +/-70 36 +1-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +17 70 0 +/- +/-70 +/-70 +1-70 F- 0 t/-7O ® p W aaays 38 +/-70 +/-70 +170 +1.70 +/-70 +1.70 +/-70 +/-70 +/-70 +1.70 +/-70 +/-70 CZ] i m 40 +1-70 +/-70 +170 +1-70 +1-70 +1.70 +170 +1.70 +/-70 +1.70 +/-70 • N Z 42 +/-70 +1-70 +1.70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-7D +1.70 W nom. alms 0 44 +170 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +I-7D p o Q) 46 +(70 +/-70 +1-70 +1-70 +170 +/-70 +/-70 +/-70 LL Z N 48 t/-70 +/-70 +/-70 +170 +/-70 +1.70 +J-70 z Ul• 60 +/-70 +/-70 +/--70 +J-70 +/-70 +1-70 >62 +/-70 +/-70 +/-7C +/-70 +170 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING apt •a 84 i!•70 +/-70 +/-70 +/-70 THROUOi7HE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 66 +170 N-70 +1-70 APPUESTOB,CC**AN"f6 • gPPUFSfDF6NCHO� . Be LI-70 +/-70 (SEE 1RBI-E 2) • • • •( 'fA�E 3)0 NOTES: 755 1)BUCK DIMENSIONS SHOWN. 80.928 +/70 • • • • • • • • • ' • • 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. _ JJ 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), !G FIND THE SMALLEST SQUARE WINDOW SIZE IN •:• •:• ••• ••• ••• THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL • • • • • • • • • WINDOW WILL COMPLETELY FIT WITHIN. - ••• • • • •• A.LYNN MILLER,RE P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • TABLE 8: Window Design Pressure,(+/-psfl �f^rt� r1-Goss 12 3116"A Cap-Airspace-7/16"A(A with PVB Types: Window Long Side(In) TABLE DIMENSIONS MAY BE Dimensions 69,649 71 73 76 78 s0 85 88 89 92 96 99 ORIENTED VERTICALLY OR 32 +/--70 +/-70 +1-70 +1.70 +1-70 +1-70 +1.70 +1-70 +/-70 +/-70 +/-70 +/-70 HORIZONTALLY AS SHOWN. 34 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +1.70 +1-70 +/-70 +/-70 +1-70 +/-70 LONG RODUCTREVISED 36 +/--70 +1.70 +/--70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 SIDE "s cwnplyieg with ft Fein Eluildi 38 +1-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 LONG SIDE lcxp`enoeNoiw-WD �n l:rpir"tion Date 1-0 +lao +Iao +Iao +1-70 +1a0 +/1-0 +azo +1a0 +azo +1-70 +1s0 +Iao T1� 42 +1-70 1 +1.70 +1-70 1 +1-70 +1.70 1 +1-70 +/•70 +1-70 1 +1-70 +1-70 +1.69.5 +1.66.7 ST IuFimui 44 +1-70 +1-70 +1- 83, 70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-69.9 +/-66.4 +/• 7 SIDE+ SHORT 46 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/•70 +/-69.9 +/-67.4 +/-63.9 +1.61.7 ]- SIDE ®, 48 +1-70 t/•70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-67.8 +/•65.3 +/•81.9 +1-59.7 � 0 60 +/-70 +1.70 +1-70 +/-70 +/-70 +/-70 +1.89.6 +1.68.6 +1-65.9 +1.63.4 +1-59.9 N N 52 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-67.8 +1.86.9 +1-84.2 +/$1.6 LONG SIDE -.►� ' 1 54 +1-70 +1.70 +1.70 +1-70 +1.70 +/-70 +/-66.2 +1-65.3 +1-626 1 -,' 66 +/-70 +1.70 +/--70 +1-70 +/-70 +1.69.2 +/{4.7 +/-63.6 SHORT e SIDE LONG 57 +1-70 +1-70 +1-70 +/-70 +/$9.s +1-68.1 +/-64 SIDE Q s0 +/-70 +/•70 +/-70 +/-K7 +/-67 +/-65.3 -� y rj) 7;, 62 +1-70 +1-70 +1.69.9 +/$7.9 W-65.2 NI47L O.C.SPAgNG IF ANCFWRING MAX.O.C.SPACING IF ANCHORING Of THROUGH THE FRAME PER SHEEF53&4 THROUGH THE INTEGRAL FIN PER SHEET 4 0) 64 +/-70 +/-70 +146.3 +/-68.3 LO gppUESTOB,CORDANCHORS APPUESTO F ANCHORS I, "r"U x N 86 +/-69.9 +/-68.9 +1.86.7 a 0 to (SEE TABLE 2) (SEE TABLE 3) SHORT O d 68 +1-68.4 +/-67.4 4° SIDE Z LR�C � uMa g 69.649 +/-67.1 tV TABLE B W x UU XN o g Window Design Pressure,(+/.psfl u�or tableGlass W ci Y g nMo 3/16"T Cap-AI rspace-7116"AIA with PVB r1-Glass 13 o 2z a z d (on Window Long Side(In) O J 0 Dimensions 69.649-T- 71 73 75 78 80 85 86 89 92 9s 99 z cp 32 +1-70 +1-70 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1.70 +1-70 pLUre"s 34 +/--70 +/-70 +/-70 +/-70 +i-70 +/-70 +1-70 +1.70 +/-70 +1-70 +1-70 +/-70 ® [] Z 36 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 t/-70 +1.70 € Z 38 +/-70 +/-70 +/-70 +/-70 +1-70 +J•70 +/-70 +1.70 +1-70 +1.70 +1.70 +1-70 Q W W s1o�S 40 +/--70 +/-70 +/-70 +1.70 +1-70 +1.70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 0 X 0_ p 42 +1-70 +/-70 +/-70 - +/-70 +/-70 +/-70 +1.70 +/•70 +/-70 +/-70 +/-70 +/•70 �r�' LL z 44 +170 +1-70 +1.70 +1_70 +/1-o +1-70 +11-0 +11-0 +/-70 +1-70 +11-0 +1-70O Z W a 46 +1--70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-68.6 > p 0 48 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1.68.8 +/-66.3 o b0 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +/-66.6 �w 62 +1.70 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 +/-70 040 6/61111 P +668.50 • • s• �p 64 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-T 69+1. •• NOTES: 1)BUCK DIMENSIONS SHOWN. 56 +/-70 +/-70 t1-70 +/-70 +/•70 +/-70 +1-70 +/-70• •• • • 000 • bl +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 *91 ••• I •• • • • • 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 60 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 NEXT AVAILABLE SHORT OR LONG DIMENSION. 62 +/-70 +/-70 +1-70 +/-70 +/-70 MAX.G. SPACING IFANCHORING MAX.O.GSPAONGIFANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 64 +1.70 +1-70 +/-70 +/-70 THROUGHTHE FRAME PER SHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN �b THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL APPUES TO 8,C OR D ANWORS • 1�PU&STOFAr IRI • • WINDOWWILL COMPLETELY FIT WITHIN. - 65 +1-70 +1.70 +1-70 (SEF TA&E 21 • • • (•EE TABLE!) • • • 6s +Iao +1-70 •15.5" •• 35' 69.649 +/-70 000 • • • •• • A LYNN MILLER,P.E. P.E.#65706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 10: Window Design Pressure,(+-psl) We this tube for Gkm 14 3/16"A Cap-Airspace-711 6"A/A Wit SG Type: window Long Side(In) --r Dimenetone 69,649 71 73 75 7B 80 85 86 89 92 96 gg TABLE DIMENSIONS MAYBE IT ORIENTED VERTICALLY OR 32 +80/-110 +80/-110 +801.110 +801-110 +80/-110 +801-110 +$01-110 +80/-110 +801.110 +801-110 +M-110 +801-110 HORIZONTALLY AS SHOWN. 34 +80/410 +80%110 +80/-110 +80/-110 +801-110 +BO1-110 +80/-110 +80f-110 +801-110 +80/-109.4 +801-108.3 +801-107.6 LONG PRODUCT'REVISEU 36 +801-110 +801410 +801-110 +801-110 +B01-109.6 +801-108.6 +801-106.8 +80f-108.6 +801.105.5 +80-104.7 +80%103.6 +801-102.9 SIDE wmplying with the Florida 38 +S/-10.9.7 +60/-108.9 +80/-107.8 +801-106.8 +BO/-105.5 +80/-104.6 +BO/-102.7 +EW-102.4 +B0-101.4 +801-100.6 +801-99.4 +801-98.7 �- LONG SIDE rt 7diagCode +lc°epiance No 40 +80-106.3 +801-105.5 +SW-104.4 +801-103.3 +801-101.9 +BOf-101 +BW-99.1 +B0/-88.7 +801-97.7 +801-96.8 +80/-96.7 +80/-96 42 +80-103.3 +80-102.6 +80-101.3 +80/1002 +80i-98.8 +80/•97.9 +SDf-96.8 +801-988 +80/-94.6 +80193.8 +80-92.4 +SD!-90.7 SHORT Ty 44 +80/•100.7 +801-99.8 +80/-98.8 +SW-97.5 +801.98 +80-95 +801.929 +80/-926 +80/-91.5 +801-90.4 +80/•87.1 +80-84.7 SIDE Pdimni Product SHORT 46 +80/-98.4 +Wf•97.6 +801-98.2 +801-95 +801-93.4 +80/-925 +8W-90.3 +80/•89.9 +moi 88.1 +80-86.5 +80140.1 +801481.6 SIDE r- 48 +801-96.3 +BO/-95.4 +8p-94.1 +80/-929 +BO/-91.2 +801-90.2 +W-W +801=87.6 +80/414.6 +801.82.6 +801-80.2 +1-7&6 ' $ 60 +801-94.6 +BO/-93.8 +801.922 +801-90.9 +80149.2 +8D-8&2 +8/-85.4 +801-84.6 +801.82.4 +801-81).2 +/-77.6 r 52 +80/-93 +801-92 +SDI-90.5 +80/-89.2 +W-87.4 +80/-86,4 +BW-83.3 +801-825 +801-80.2 +1-78 r LONG SIDE -y yi 54 +80/-91.7 +801-90.6 +BW-f.1 +&N-87.7 +801486.8 +80-84.7 +80151.3 +801.80.4 +/-78.1 T- 66 66 +80/-90.6 +801-89.4 +80/-87.8 +S/-K4 +W-84.4 +801.83.2 +/-79.3 +/-7&5 SHORT // LONA 57 +80-90 +801-89.8 +80187.2 +80/-85.8 +S/-83.4 +801-82 +/-78.4 SIDE SIDE Y Q 60 +801-87.2 +801-86 +801-84 +80-825 +80/•80.1 +/-7&8 62 +801-84.6 +80/•83.8 +80-82.1 +901-80.4 +/-78 MAX,O.C.SPACING IF ANCHORING MAX.o.C.SPACINGIFANCHORING rn THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET O O 64 +80/-829 +$W-82 +801$0.1 +/-78.4 APPLIES TO B,C OR D ANCHORS N N °/OO rN fib +�/81.1 +80/80.1 +f-7&3 (SEE TABLE 2) NOTAPPUCABLE _I SHORT I_ O vi 68 +/-79.3 +-78.4 GLASS TYPES 14 THROUGH --'I fJ 33.2- '17 MAY NOT BE USED WITH SIDE o- i- o FB O 69.649 +/-77.7 J-CHANNEL OR INTEGRAL Z LL. LN LL FIN FRAMES. TABLE 11: W U O'6 Window Design Pressure,(+!-pst) Use ft� 1$ o Z m Y �Mo 3116"T Cap-Airspace-7/16'A/A with SG TYPEc z a zg i7 Wkdm Long Side(n) v Q w UL Dinleneims 77,76 79 81 83 88 87 81 94 96 99 104 107 111 z O ALLOWABLE MAX.O.C.SPACING IF W 38 +80/110 +801-110 +SW•110 +Bd-110 +80/110 +SQ/-110 +801-110 +�/-110 +x-110 +�-110 +BOt-110 +�/-110 +BQ-110 ?s F ANCHOR GROUPS ANCHORING THROUGH O W iaay5 40 +SDI-110 +807410 +801.110 +W-110 +801-110 +801-109.9 +BN-908.6 +W-107.6 +801-1019 +80/-108.1 +80/•104.8 +BD/-104.1 +8&-103.3 Z PERSHEET2 THEFRAMEPERSHEET3 � r 42 +81Y-110 +80-109.8 +0-108.8801 .8 + .107.9 +801-105.7 +10-108.3 +0•104.8 +80/•101 +W-10128 + -1032 +801-100 8 +a&-97.7 +80196.4 +8�94.8 B,C OR D 33.2° v Z 44 +801.107.3 +80r-10& 801 7 + -105.7 +80f-104.7 +801-103.4 +801-103 +BW-101.4 +80- 80/5 98.5 + 8.7 +801-94.1 +801-91.4 +W-90.3 +801.69.2W W 48 +5D-102 +W-lD1.3 +801-100.3 +80159.2 +80/57.3 +W-9&2 +80-926 +80-90.4 +W-89.2 +801.873 +80-84.4 +BW4Z7 +B-80.6u� X rL p 60 +8W-99.8 +801-99.1 +SN58 +aoi-ms +80!55.9 +v-93.1 +SOr-89.9 +W.877 +8-85.2 +801-04.3 +81N-81.1 +/-79.3 +1-77 O U- Z N 61 +W-98.8 +W-W +80-98.9 +801.95.8 +841528 +80r-92 +W-8B.788B.7 + •88.4 +801-06 +80-820 +-79.8 +177.7 +/-76.3 Z y 64 +BN-95.1 +=41&3 +80-94 +801.92.1 +801$9.4 +aw-m.6 +=•85.1 +50-82.7 +x.81.1 +/-78.9 +/-75.3 +/73.2 +1-7D.6 jO 6 68 +80154 +81512 +SD/-91 80- +W-828.8 +BW-90.1 + 87.2 +W-88. +W-828 +W-80.2 +/-78.6 +/-7&3 +/-725 +/-70.5 aril ,saa sa„as ;E 68 +SO/--91.4 +8W-9D.8 +W-W +80-87.6 +80$5.1 +80!54.2 +80r-80.8 +176 +1-78.3 +/-73.8 +/-70.2 51 +80--871.8 +80157 +BW4Wx3 +80%83.8 +W-81.2 +80-BD.5 +1-77.3 +1-74 +• B +/-70.4 63 +BD/-86.5 +0-84.6 +80f-828 +801.81.1 +1-78.8 +/-78 +/-74.8 +/-'!23 +14D.86 • • • • • • NOTES: co 1)BUCK DIMENSIONS SHOWN. 64 +W-84.4 +W.8&6 +0-81.7 +/-80 +1-77.6 +/-7116 +/-73.6 +/-Tip •• • • • • 000 BB +80-822 +8W.81.2 +/-79.4 +1-77.8 +176 +/-74.2 +/-71 • • • • • • 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 58 +/$0 +1-79.1 +/-77.2 +/-76.4 +/-727 +/-71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION. MkX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 70 +178 +1-77.1 +/•75 +/•73.2 +/•70.6 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET FIND THE SMALLEST SQUARE WINDOW SIZE IN _ 72 +1-78 +1-76 +/-73 +/•71.1 d°p�yt�g�CpRd�t�}pR5• • • THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL 74 +1.74.1 +/-73 +1.71 • {SEE TABLE 2)• • COTOPU:ABIE WINDOW WILL COMPLETELY FIT WITHIN. 78 +/•722 +1-71.1 • • 3 • • • •• • • _F=77.76 +1.706 A LYNN MILLER P.E. i P.E.M 68706 F • • • • • • • • • • • •• •• i • • •• •• TABLE 12: --''77-- Window Design Pressure,(+1-psf) use 9 s taros TABLE DIMENSIONS MAY BE T fm Glass 16 ORIENTED VERTICALLY OR 1/8°T Cap-Airspace-7/16"HM wKh SG Type: HORIZONTALLY AS SHOWN. Window Long Side on) LONG Dimensions 60.926 64 66 68 1 70 1 74 77 1 80 1 84 1 87 1 92 1 97 1 99 LONG SIDE SIDE 32 +801-110 +801-110 +801-110 +801-110 +801-110 +8W-110 +80%110 +BW-110 +801-110 +801-110 +801-110 +8W-110 +80-110 T r~ / 34 +80%110 +80/-110 +801-110 +80410 +BW-110 +801-110 +80/-110 +BW-110 +801-110 +801-110 +801-110 +80/-110 +801-110 PitODUCFxt"ViSED SHORT es eamptym9 whh the FhrMa 36 +80/-110 +80/-110 +801-110 t801-110 +BW-110 +801-110 +w-1 10 +BW-110 +80%110 +80-110 +801110 +�/-110 +801-010 Bw�sC.& SIDE A—pmnseN.3 -ol0'h�i•t2 3B +80%110 +BW-110 +6W-110 +80-110 +BW-110 +80/-110 +80/-110 +8-110 +801-110 +80-110 +S/-110 +BW410 j SHORT 11 '�' Do�el'40 +80%110 +80/-110 +BW-110 +80410 +801-11D +801-110 +801-110 +6-110 +801-110 +80-110 +80/-110 By42 +801-110 +80/110 +�/-110 t80/-110 +80/-110 +80l-110 +801.110 +BW-110 +80/110 +801-110 R1IAme 44 +801-110 +BW-110 +80/-110 +801-110 +801-110 +801-110 +80%110 +BW-110 +80/.110 q46 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 LONGSIDE 48 +801-110 +80410 +801-110 +901-110 +BW-110 +80/-110 +80/-110 N 80 +801-110 +Bw--110 +801.110 +BD/410 +BW-110 +801.110 SHORT LONG ' 62 +801-110 +801-110 +801-110 +80/-110 +801-110MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SIDE SIDE a: 64 +801-110 +801-110 +801-110 +801-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGHTHE INTEGRAL FIN PER SHEET 4 69 +80-110 +90%110 +601-110 APPLIES TO 9,C OR D ANCHORS _ (SEE TABLE 2) NOTAPPUCABLE Y Q 6B +80/-110 +80/-110 11.8" GLASS TYPES 14 THROUGH In '^aa 60.926 +a0/.110 '17 MAY NOT BE USED WITH _ I SHORT 3 J-CHANNEL OR INTEGRAL 'I SIDE 0 y o •FIN FRAMES. d' slop p o TABLE 13: 00.Nd, C4 0' 1Mndow Design Pressure,(+t-psfl "�a� B 1�table o tLL" N-j o A 3116"T Cap-AUepaee-7/16"HIH with 80 Type: v U X ui a Wmdow Long Side(In) v6 a Dimensions 77.76 79 81 83 86 87 91 94 96 Be 104 107 111 118 120 126 136 144 F Z 000sM° 38 +801-110 +80/-110 +801-110 +B0/-110 +BW-110 +80/-110 +80J-110 +BQ/-110 +80/710 +�/-110 +80/-110 +801-110 +�/-110 +�/-110 +80/-110 +80/-110 +90/-110 +801-110 r 40 +8W-110 +801-110 +801.110 +BW-110 +801-110 +a0%110 +90/-110 +80/-110 +90/-110 +80/-110 +8-110 +80/710 +8W-110 +801-110 +80/-110 +80/-110 +80/-110 +8-110 .�-Z O_Z a W LL 42 +801-110 +801.110 +801-110 +80/-110 +BW-110 +80/-110 +801-110 +80/.110 +801-110 +801-110 +a0/-110 +8p/-110 +8W-110 +801-110 +80/-110 +801-110 +80/-110 +8W-110 O .pqt O 44 +80/-110 +80-110 +80/-110 +80/-110 +801-110 +90/-110 +80%110 +80/-110 +a0/-110 +801-110 +80/-110 +80-110 +80/-170 +80/110 +BW-110 +BO%110 +80/-110 F 49 +80/-110 +BO-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +90%110 +90/-110 +80/-110 +8-110 +80/-110 +80%110 +80/-110 +801-110 9 O W i3sys 80 +801.110 +80%110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/•110 +801-110 +801-110 +8W-110 +80/110 +80/-110 +80/710 +80/-110 Z 81 +801410 +80/110 +9-710 +80/-110 +80/-110 +a0/-110 +801-110 +BW110 +80/110 +801-110 +8W-110 +801-110 +8W-110 +80%110 � ?r 0 Z 64 +80/.110 +80%170 +80/-110 +80/-110 +80/-110 +BW-110 +801--710 +60l-110 +80/-110 +80/-110 +80/-110 +80/-110 +80!•110 Ill's 56 +BW-710 +80/-710 +801-110 +80/-970 +80/-110 +80/•110 +801-110 +8!•110 +BW-110 +801-110 +80/-110 +8-110 Q X d o 56 +801410 +801-1110 +80/ BW -110 + -110 +80/-110 +801-110 +801-110 +801-110 +80%110 +80/110 +WLL N to c 61 +80/-110 +80/710 +80/-110 +8W-110 +8W-110 +SW-110 +801--110 +80-110 +80/-110 +80/110 V Z to 63 +80/-110 +SD/-110 +80/-110 +901-110 +80/-110 +BOW-110 +801-110 +80/-110 +801-110 ci p d 64 +801-110 +80/110 +601-110 +80/-110 +801-110 +$W-110 +901-110 +801-110 apt ase°saueg 66 +801-110 +a0/-110 +801.110 +80/-110 +8-110 +80/-110 +80/.110 68 +801-110 +80%110 +801-110 +W-1 10 +801410 +SW-110 70 +80!•110 +80/110 +80/-110 +801.110 +801410 • • • • • • • • • 72 +8W-110 +BW-110 +801-110 +80/-110 • • 74 +8-110 +80/110 +90/.110 • • • • • • • • 76 +801.110 77.76 +80/-110 �O NOTES: • • • • • • • • • 1)BUCK DIMENSIONS SHOWN. • • • • • • • •• • • 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • •• •• • • • • • 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)PA3149E WHtH THE ARCPIITECTU*AL WINDOWAMLL COMPLETELY FIT WITHIN. A.LYNN MILLER,P.E. P.E.p 69706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 —+� 1.378' 3'500" 3.500° 3.500' 3.500" —��- -Ogy �`^°— .062' --�•i�- .082' .082' .355' OS ANCHOR COVER 1.483 1483" 1.483' 1-483" J� p k ❑ _� p o 301" .825 p o n f F_a��J] ' II .825' LLL}}}1 375• O J-CHANNEL FRAME O FLANGE FRAME 1.375° O INTEGRAL FIN FRAME O4 EOUAL LEGBOX FRAME 07 ALUMINUM SILICONE HOT-MELT BUM REINFORCEMENT POLYISO• DESICCANT FILL AREA STRUCTURAL BUTYLENE o r—r .175' SILICONE SEAL 5/16"NOM. STRUCTURAL 3118"NOM. 5116"NOM. POLYISOBUTYLEN 1147 NOM. FOAM BUTYL& SILICONE SEAL WITH DESICCANT WITH ROLL-FORMED DESICCANT DESICCANT FOAM STAINLESS STEEL O1"BEAD EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS INT.GLASS INT.GLASS INT.GLASS INT.GLASS MITERED CORNERS WITH KODISPACE SUPER DURASEA0 XL EDGE'"' EXTERIOR`ND 4SG TPS 81 SPACER®NXT'm SPACER C SPACER WELDS TABLE 14: # Part# Description Material 1r620133 1 J-charnel Frame P73 2118 Flange Flame PVC 3119 Integral Fin Frame PVC 4120 Equal L ox Frame PVC wC—piPRODUCTREVISED Q � as complying xi1hb FlarLfa 5 5 Anchor Cover PVC Buddh*Cn& Acmpte NoFRAME 6136 7/8"Glazing Bead PVCASSEMBLY DETAILS 7 7 135 1"Glazing Bead PVC 74 Backbedding,GE 7700 or DOW 791 Silicone nr + 78 7164611 Setting Block 7!8"x 1°x 1!8°),85+l-5 dura. I EPDM EXTERI1 • • • • • • • • • P: ;8`� •• •• ••: • • • • • �,•: No.58 NOTES: 1)SOME PARTS NCI•SFTOWW F4 •• • • VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 _.D Part# Description Material CLARITY. 2)J-CHANNEL FRAME SHOWN,PART o BOM&ASSEMBLY o J ROSOWSKI =�0�•., sr �Z 80 Kommeding 4SG TPS Spacer System #1.OTHER FRAME TYPES APPLY. FCORIDP,.• k �� 81 Quanex Super Spacer nXI with Hot Mail B I See this 3}n EMs#873,7sn&79 ARE NOT ® Q ,�S'' •...... • G�� 82 Quenex Duraseal Spacer Sheet USED NCI=PAR=QF THIS JR-05/05/16-ADDED SPACERS •:• ••CERr OF AUFH♦zezee � Materials 4)ROYAL PVC T9 SE LAB�LED FSR • 07 TFsC O Y RIVE 83 Cardinal XL Edge Spacer AAMA EXTRUEWR CODE.•• •• N VENICE FL•342750 c EFE C TEST RE RTS:FTL-0717,8968&897 ••• ' • (9.41)-480-fi6�10 • � PW-5520 y NTSIll 11 OF 11 9 z MD-5520.0 �x A A.LYNN N 58 05 P.E. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I MIAMI•DADE MIAMI-DADE COUNTY 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) www.miamidade.eov/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 Floride filding Code,including the High Velocity Hurricane Zone. '"' "":' DESCRIPTION:Series"PGT"Clipped Extruded Aluminum Tube Mullion—I*1 •, •; •••,;• APPROVAL DOCUMENT: Drawing No. 63003R, titled "Impact—Resistant Alumi�e"M Tube Mullions ••.• sheets 1 through* 25 of 25, prepared by manufacturer, dated 08/2911P,•'Evith Atrfslpn B' dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the MiadMade Co4Lti-0Dade:::::. rduct Control Revision stamp with the Notice of Acceptance number and expiration axle Di the. County Product Control Section. • LABELING: Each unit shall bear a permanent label with the manufacturer's name os logos.iity,•state,•••• • model/series, and following statement: "Miami-Dade County Product Control Apilrovpd:, unless otherwise;....; noted herein. . : ' RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 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 Manuel Perez,P.E. NOA No.16-02-18.03 M1AM1•DADE COUNTYM Expiration Date: May 26,2021 l J�J j!b Approval Date:April 14 2016 Page 1 4 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No,'M-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter Zd 05/05••. si ed•••• and sealed by Marlin D. Brinson,P.E. .. . ...... . (Submitted under NOA No.10-0819.05) .•.. .. 00000000 • • • • • • •••• •••• •. C. CALCULATIONS -.• ...... . . ..... 1. Anchor verification calculations and structural analysis, corrnpNat witt'1W-2014....• and with FBC 5th Edition (2014), prepared by manufacturer;dqed 01/29/15, signed •; and sealed by Anthony Lynn Miller,P.E. ;...;. :-0-0: .0--• :08-090 ...... D. QUALITY ASSURANCE •0; 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Manue a ez,P.E. Product ContoI caminer NOA No. 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. sees . . sees sees.. .. sees e sees.. .. 66..90 6 9esse9 sees sees . . sees sees sees. 9 sees.. sees .9099. sees.. . . . . 9se*e9 se . see e 6 s Manuel ,P.E. Product ContrEE miner NOA No. -4218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: t��n NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE ® •� , jt MISSILE IMPACT-RESISTANT PRODUCTS 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 1X OR 2X WOOD BUCKS IF USED. GENERAL NOTES........._._._....__1 W LL MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. -INSTRUCTIONS.............._..._.... ELEVATIONS................_...._..__1 cS FIGURE I• MULL TO 2X WOOD.._........__._.._.2 a tt MULTIPLE —OPENING WIDTH FOR VERTICAL MULL AROHEsio BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLTO lX&MASONRY------- 2 u� U MULLIONS / INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES._._..__..-..2 ¢' SEED DETAILS S t ANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY..............3 to MULLTOSTEELSTUD__.._.__......3 C4 SHEETa 24 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULLTO MULL............... 0] I- -"" i "`�• DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U1ffiI.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS...................3 Z tNL IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTTE ALLATIONPS O F BAY MULL INSTALLAl10N.._..........4 lL 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2X.126 MULL SPECS_.__.._...6 7 _ 1IX2 X.375 X 2 X.376 M MULL SPECS.._._.6 $ U) A` INSTRUCTIONS. 1X2.76 X.68 MUD.3PECS___•__6 ` Z M1 N SEE DETAILS V 11 i SEE DEraus SMICHORAGrEAFORNTHE COMMONRMULLION�SEEONLY EXAMPLES ONADJACENT THIS SHEET AND SHEET 4 FOR MULTIPLE UNITS,CONSIDER AND 1 X 4X.125 MU MULL SPECS___..9 Q V) I HEIGHT 1XdX6X.MULL LLSPE_S..._..9 1- � «��» 1 A E DETA 1 X 4 X.376 TUBE MULL SPECS_..11 MEETS - i _ 2.9 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. LOWEST DESIGN 1 X 4 X.376 T MULL SPECS._._..11 j I III ISHEETS PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.169 XM MULL SPECS 112 O 12SX&25X.1D9 MULLSPECS..-.13 Z W i i HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES.ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3Z X.624 MULL SPECS.._.14 MULL FOR 126 X 3.94 X.624 MULL SPECS....16 g LENGTH HORIZOSEE DETAIL E, ENTAL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X M MULL SPECS_.__.__.17 = Z BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT y ,`-•. / SHEETS AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 126 X 2.11 X.t26 MULL SPECS.._t9 H W Q N o 30•X 32b BAY MIULL SPECS....__19 (- REACTIONS. 46•X 326 BAY MULL SPECS..__._28 O Z MULLION&CLIP DIMENSIONS_....21.23 F— Qp FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NON$ EXAMPLES 16 2.......................24 N PRODUCTS MAY LOADING EXAMPLES.................25 (/? aE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINGle °�T CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH ° Z N / III BY PUOTFACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q 0 .p Q lil 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ Z sE.on 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING I HORI20NTALLMULL SHEETS 2,3 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA 114•-------- LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(I.BS/PT'.1 FOR THE OPENING USING THE ASCE-7 STANDARD. OPENING WIDTH I--HORIZ MULL LENGTH--y 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. --1 LENGTH H I� r 3)REFER 70 SHEET 25 TO DETERMINE IF THE W IND LOADING IS°RECTANGULAR OR'TRIANGULARITRAPEZOIDAL°. OF 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED the HEIGHT es--ly D WI the FI1Mith THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE B."I.Cade OPI N0 MULL �' HFpq. ` vERT. MULLION CAPACITY(LBSIM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/F7')FOR THE OPENING OBTAINED IN Acaewl , w's•�1M� HEIGHT LENGTH MULL P MULL STEP 1). H Tali Dato LENGTH L —TIL 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE BY REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. OPENINGWIDTH •• ••• • • • • • •• AA1 SINGLE MULL( N SINGLE MULLION FOR VERTICAL MULL 6)FROM THE ANCHOR CAP40ft(LW)TOL4 CW TH9 SOME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \��CNV LYNN�YYz OPENINGWIDTH ANCHOR/SUBSiRATE/ANCHOR.CIAR+PAwERN MMY APPIN)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ; �� :';��NS �F FOR VERTICAL MULL CAPACITY IS ME)! •• • • • • ••• • '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLM CAPAf4ITS'IS&*%OBTAINEa IN THEI(ABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIM)FOR THE _ t.• No.58705 FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 7-0 [Y- STANDARDS USED: 8)VERIFY THE ES1G�0 PRESSURE•RATINO(LBS/FT�FaR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL M LLION 0ITF, ICI: •2014 FLORIDA BUILDING CODE(FBC),6TH EDITION CAPACITY AINED FOP TH*U¢ION SITE:4.-IDE I)WER OF THE TWO SHALL APPLY FOR THE ENTIRE MILLED FENESTRATION '� ,!°LORIDP• �y?: •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT BL *ALUMINUM DESIGN MANUAL,ADM-2010 S)HIOHUGytT OPTIONED AND=gB4AWEE USED IM►A AIE&C APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. A.LYN •�(p. • op E. •AISIS100-07132-2010 000 • • • •• • A(MN{� }y4�1�•E• FLP. #558705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • aha DETAIL B. MULLION e o DETAIL R: Mu uoN MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCKSTR- PER SUBSTRATE, c�a OR WOOD FRAMING WOOD BUCK AND MASONRY ArrAcr+MEW SEE SEE TABLES AND18188 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SEE NN07EE11, N MULL! I SHEET I. N N }_ IL I b I I I SEE SHEETS 'a HOLE m ci 1i I II MINa°2. F8IO,NCETFBAURFTN_PHSADEEMLL_ART_AREN,TYDO.HU_B,EBLFSELYEDGEE E P CONCRETE OR I I 2 TS E TABLES EITHERTHE LOCATIONS EDGE DISTANCE68 gW aF OFFSETMULL0:tSTANDARDOR I EDGE 1 FOR MASONRY DISTANCE ANCHORS CUPMAYBE I CRWOO IDTALLED BY 4 ScREWS D SIDE VIEW Z THIS METHOD .260MAX FOR 4 ALL MULLIONS 4 10 4 ° N 4 EDGE Z =NOto 4 o DISTANCE - Z Q p7 1p FOR °c M O g ° MASONc co o Q THE OFFSET CLIP IS S RECOMMENDED FOR 44° wNDOWS,BUT MAY 32 Y ALSODEUSEDFOR OTHER FRAME TYPES. V Z Q } ? TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, TYP.ANCHOR PER SUBSTRATE. SEE TABLES 18-1BB PERSUBSTRATE. SEE TABLES 16.168 SEE TABLES 18.168 EDGEIENDBU ZSTRIP DISTANCE AND SEETABLES .... . ATTACHMENT BUCKSTRIP 18-168 T .1., BY OTHERS. EMBE MENT AND EMBEDMEN_ T' SEE NOTE I• ATTACHMENT — lig- SHEET 1. • BYOTHERS. - - •1 SEE NOTE 1. SHEET I. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCT-umplying%%"b g1�6 Flo" SIDE VIEW B ildingCod Building Coda G FRONT VIEW g"ai pco DIM B INSTALLATION NOTES: A iom3 at 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III 1 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION • • • • • • • • • ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE•• • ••: • •• v�Q�,•'4tc{NSF FP CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE • • • • • • • • • •'•�� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. •• ••• •• • • • •• No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. - 16 - 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. • ••• ••• • • • g .E OF 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED • • • • • • • • • •.... ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. • • • • • • • •• • • is`S/ON • Ati-• 1 `` •• •• • • • • • 1 A 000 • • • •• • A.L'FNNIM) E. LLE'f1,P. FL P.E.#88705 • •• •• • • • •• •• DETAIL E: -.I128'MIN. MULLION TO MULLIONaS� DETAIL C: INTERSECTION NOTES: '##c a MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) 1)MAY BE INSTALLED IN"TEE'OR'CROSS' ffi a MASONRY STRUCTURE INTERSECTIONS. d (STANDARD CLIP SHOWN) Iz VARVE 2)MAY BE INSTALLED HORIZONTALLY °^ (SHOWN)OR VERTICALLY. N TYP.ANCHOR L 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 }m 1 PER SUBSTRATE, arA�rroARDOR i SEE TABLES IB-138 FOR CORRESPONDING MULLION. r2n N oFFBEr MRuI. 1 TOP VIEW MULuON CUP MAY L I I I EDGE DISTANCE METALLED BY II I e FORMASONRY VARIES J W THISF�THOD I I I ANCHORSlf12 STEEL SCREWS, 5 _ I I Ie I SELF-ORILUNG OR PREDRILL g I I \` MULLION AND USE SNS W m p O CD n d MULLION r Z J 4. q EXTERIOR 4 THE OFFSET CLI`IS H EDGE DISTANCE RECOMMENDED FOR FORMNSONRY �^ FIN•FRAMED INTERSECTION •°�Y ANCHORS < ALSO U � BE USED FOR a Z g n OTHER FRAME TYPES. EXTERIOR TYP.ANCHOR d .4 ¢ OPER _ SEETASMSID 4 ° EEE SHEETS 21-23 FOR w TYP.ANCHOR HOLE LOCATIONS N di AND PEwa� FRONT VIEW DISTANCE N tD BUCKBTRm eTABLETABLES 1&138 EDGE SEE Y Y ATTACHMENT SEE TABLES • BY OTHERS. IBA38 QZ = O 8FJ:NOTE 1, .4 z MTFNT SHEET L P 0' m �- DIEE STANCE SIDE VIEW a MIN 2.7 KSI CONCRETE OR CMU MN 2.7 KSI CONCRETE OR CMU 19-138 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a ` SEE TABLES 18.138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� ® PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 2 21 FDR complying with the Find"B CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Colo LOCATIONS Acceptmue No FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. "�' �''3 ED ` MULUON eKpIre11 ° Ro21 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ® By 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. /� EDGE® Dodo 5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED •• •• • • • b CE `�.`�`��4YNN d4/�� ELCOULTRACONORELC0114'3.3.AGGREGATORMA30NRYANCHORS. • • ••• • • • FORETEELSTubsmutNER7HAN &1SFETABLEs ; ,��.-'�OENSF''•C'I' • FRONTM/IE•N• • •• ISGAANDCOMPLNNT WITH THE FL BUILDING • 'YrT-• • • • • COQ.A 2X WOOD BACKER MUST USEb. �': '.7`f •• 000 •• • t• •• USE WOOD NOR SPECS - -" No•!i8-(Uj / EXTERIOR SIDE VIEW NOTES: fL' -0''.�' c 8 16 t„ _ • ••• ••• • • 1)woR 2X WOOD-BACKED STEEL STUDS,WOOD )) S E OF .• • • • • • • • }iNOHOR VALUES MAY BE USED. ;�ic�•'•.•PLORIOP•'•�Ch��, S E CORRESPONDING MULLION TABLES, II •• :• :• ••• ••• F+E S 5.20,FOR QUANTITY OF SCREWS. A.�LYN I I,LEfi,P.E. FL P.E.#68705 •t• • • • • ••• • • • • • • • • • • • • ; DETAIL F: DETAIL G: DETAIL H: ��ee FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) 04 6x SEE DETAILS A-E, 30*OR 43' iL SHEETS 2 AND 3 FOR INSTALLATION SAY MULL TO SPECIFIC SUBSTRATES. MULLION m tt O 0 z 0 0 O O CONDITIONS. O III bII II O 0 O O fy1�'lI III iI tI TOP VIEW gL?�~zQU R mQZ N _o IWVIEW to , SHOWN IT .1TOP VIEW MULLION TYP.ANCHOR STA15 EXTERIOR I SEE TABLES 8OR 166 TYP.ANCHOR PER SUBSTRATE. EXTERIOR mZ STANDARD MULLION CLIP 1 8 � z MODIFIED TO FIT FIELD I SEE TABLES 18.1UO Z 2 PER MULLION END,e19T BE O I I I Or' • INSTALLED INSIDE OF BAY MULL. MULLION V) h N I II I F 1 1 2•X5'X.12V F ANGLE CLIP, V Z I I 2 PER MULLION END. d — 0 0 ` I I INSIDE OF LL LED I I b I I I b TYP.ANCHOR PER SUBSTRATE, SEE TABLE81&140 ^ INTO W STEEL,ALU ALUM INTO WOOD.STEEL. STANDARD CLIP ToeE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. EXTERIOR CE ®~� O RFVISIED ,v% �'l `�_ F m complying wU Wu Florida BoildlnS Coda Q ` p NroWooD,arEEL, �� AampUmm No jG'o'Z18.p%) ALUM,CMU OR MASONRY EDGE O PXpimlioR DaM / 2 ® DISTANCE BY PER Miami p ANCHOR EDGE f -moi• •a i • • • • •! ��7 YNN DtarANCE • • • • • &OTFl FOR INSTALLATION OPTION O&HFOR INSTALLATION OPTION O&H: G PER ANCHOR p • • • • • ••III)USM2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ��:•'SLG E , NOTES FOR INSTALLATION OPTIONS F: • • • • • • • • • .t. T •• 009 •0 • • 61)MAIL 6:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE 140.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2('X 2.11-X.125'MULLION. LOCATIONS. 2)SEE TABLES 1B43B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 188 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE _.Ly V` (,/ Q� �6• `�I • ••• ••• • LCCATIOIdS. '-p 3)THE 2XBCLIP ISNOT SUITABLE FOR THIS APPLICATION. • • • • • • • • • �:(�.•'••.FLORIOP•' G • • A• •• ••• • •• FL p 687• klL N587.P.E. ••• • • •• 05 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE IA � Mullion Capachy Table IIbsM It Opening Wltl81(forvsltlwll)`9PwnlrgmLffons)orOpeningHetght(forhoAmnteWyspartdngmtd4afe) il• a 501. 80 N 701. ea in 90 N 100 In 1201. 1401n 1601n O w TrepRdmg Raatenaeiw Tr ilm-na. tt Reel-ww Trep/Metq. Redmvw Tmomana. Redangrfer TmpTdard. RedmOuter TmplTrlerp. Rmtwgdw TrepRdmlg. Reatengder Treowling. WOO00- 7iLwana Rfl.&V p' (0 I x2x.125 Lmdna W ftg LA dfw loedb8 I.oadn9 Lmdna Loaft Loedna Laadng LoeAng IDedna L48drp Lmdng Loadhe Loadrq Loadr• Lom1.a Loadrg &r 04 amul oneg$g Zv ,00 F 421. 111.9 405 128.6 332 a&2 408 110.5 326 78A {98 107.5 321 69.9 409 104.4 319 82.1 408 101.0 SI9 86.8 108 104.0 319 49.8 408 104.0 318 39.0 MB 104.9 318 36A 108 104.0 318 LL=J 44 N 74.8 312 834 269 824 312 73.4 252 83.6 312 87.0 218 IBA 312 892 7A6 11.8 312 81.3 244 37.8 S12 81.0 244 312 312 81.0 244 2&B 312 81.0 244 23.1 312 81.0 244 W 60.826In 83.8 281 70.6 254 612 281 81.6 228 I8.8 281 86.7 224 30A 2B1 821 222 38.9 281 60.1 220 31.9 281 /8d 219 18A 281 1&3 218 22A 281 49.5 219 2&0 281 18.3 219 O m 6/N 62A 2Q 57.5 207 43.8 247 40.8 202 31.6 247 44.8 lel Me 247 41.5 195 282 247 39A 164 28.3 247 38A 193 21A 247 3&1 193 We 247 38.1 iB7 18.4 217 3&1 tai � � � 601. 3&{ 200 412 170 320 200 35A 168 27.4 200 31.5 183 24.0 200 2&0 180 21.3 200 27.1 159 102 187 18.0 200 �.0 108 q 831. 33.1 181 35.3 165 27A 181 30.3 152 23.7 181 28.9 149 20.7 161 24.5 148 1&4 181 22.0 144 18.8 1B/ 21.7 117 7 $ TTT��'. �+�9 06 In 28.6 168 30.8 142 24.0 165 25.1 138 20A 168 23.1 136 18.0 165 21.0 131 Z IS a nE 72N 222 /S9 23.3 120 18A 139 1&B 118 16.8 138 17.8 118 (q 781. I8.9 126 18.7 108 18.7 128 18.E 107 J `- 781. 17.8 118 182 104 C TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: F $pc AncfiorCe cI Teb1e ba ANCHORCAP.,,„,,,,,, �L l�5� 8mebate 27k Oonbrete s.6k Ocm. DP-)X ANCHOR CAP.„, Ho10e CMU Fxm CART PT ao0 � ( )X\MULLION CAP.,,•,,,,r a W X 5rw Epp 1/P 86 Ekp N18'Elco 114.89 EfoO 810 Bt18 012816e1 a1281ed Y Y AnmdWwType.1311VEkolUmen 5a•Elco ulm m V4UMnSI18•Elcou0rmen v4•Ebo l9trmon Apetpr U6mm A9are84m Somw 845)Swaw(05) SQ (a51USE THIS FORMULA TO OBTAIN THE"ANCHORAnchor Cup Palteme CAPACITY REQUIRF�"CORRESPONDING TO AN U XQ EdW peNme ML2-Ir 1• 2.1 3•uB• 1• 2-tfr r alrt r 3118' r o.46• oAa• o.3u" ACTUAL PRESSURE REQUIREMENT FOR THEQO O Embedment N7.3w t-SAI• 1.914• r 1-114' 1.54• 1.54• t-tN• 1.1rd• 1-v4• r t38' tare' '�' OPENING.WHEN IT IS LOWER THAN THE MULLION 0. 02AMh=04.WMbLO.O.fSNMmdaOtedC4P(Ft0173900 4500 ONrA 18440 2TOibe 2801bs 3641m 740 tos 3740 s 6600 CAPACITY(FROM THE TABLE)OF THE SELECTED(Fq. 7000 WA WA WA WA 39016a WA WA WA WA WA 6620MUWON.IT WILL YIELD A MINIMUM ANCHOR4Anolve®3•MN O.C.f�245Anp'a CUP 1 q.3778098 88068 15601ba lewrm 6100 6800 WA 7800 7480 B80Ib/ 18920 882atCAPACITY MAY BE TO 2 Amfiae®O.4S Min.O.C.1 WX0.M0.1w ANm.tmg,4} WA WA WA WA WA WA WA WA WA WA ADDITIONAL ANCHOR OPTIONES FROM TA E�1069ra 2250 416tH 8220 135166 1100 1770 9TO6q 1870 392 tm 4799q 1700 221 IOa 2800 ANCHOR CAPACITY TABLE. 2 AmMre 1.18"Mh.0.01 FCaa(Fq•8): 940b 3500 WA WA WA WA 1800 WA WA I WA I WA I WA 13/1M1 4420 680we NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT REVI3RD ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. es-Plying with gt0 FiOnft SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -'I 1•�" f~' A-pt B-NO 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE E inalt Dab " dLJ & By FIGURE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Miami d i • • . . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' FIGURES SHOW SUG:EYIfD,•�9PMOX>'WIA0 0 •OCs.TItr1S.••• I .126' ;�0 LYNN Af/(j��i,,. ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CON ETE SHALP CON�MMO ACI 31st SPE(NFICATIONS.HOLLOW AND GROUT-FILLEO L ,1. .•'CENSE CONCRETE BLOCK UNI U) T5 AND BEA MINIMUM OF.1217 L O 0 T��RinAER(*@L17D.VIDOD SHALL BE PRESSURE-TREATED �`; V '•.•�r FIGURE 4: FIGURE 6: FIGURE 8: YELLOW SOUTHERN H CK.STEFl STUDSR70 MIG G RADE AN 4p0MT L {�18 OA+UtiE).STRUCTURAL STEEL TO BE AT 1'X 2'X.126•MULLION y�;• t4.-Sg705 LEAST.126"TH1CK AND 038.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND II II II I' I THE MATERIAL.910&N12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. '•�� J l p W- • • • • • • • • • ;� �S•• Fri • •• •• • • • • • A.LYNMi7}'I��ER;A.E. FL P.E.9 68705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2A Mullion Capacity Table 0MV) "id Opening Wldih(for%er6ca6y-fiparding muLion9)or Opening Ha1ght(ror hodmrde8y-apemutuals) W 50 m 60 N m to 801. 8o In IOD m 12D in 1401n 16D in ReelergWa Twp'7dt1,. Ralenputar TrePrrdeng• R40m1peW 7rep7rdeng• ReUe199War 7rep71dag. R4clangulm Trep7Tdenp. Reota�War Trepfrlieng. Reolmigyda TrepRdelg• ReMengt/er TrepTdan9. ReolerlgWfir �dre pYn ESI 1 x2x.3TS Loadit Loading Loedin9 Loadtn9 Loaft Loadng Loadt, Loadt• Lcadt• Load5v Loading Loadng Loadlle Load,, Loading Loa9re Loedt• b 61. Tub Alum f I I q11T1v1hFH z 42 In 170.0 620 170.0 435 161.3 662 170.0 478 12&7 682 170.0 608 113.8 682 188.8 618 100.9 682 188.8 817 g0.8 682 168.8 817 757 862 168.9 517 619 ON 16&8 BIi 8&7 W2 18&9 817 J 46 M 121.8 807 13&0 419 ta.4 6a 119.2 Me 88.8 607 10&7 403 T&0 607 1028 389 87.8 BOt 88.8 307 80.8 WT 89.0 398 60.T 607 99.0 398 43.4 601 9&0 398 T44- W.060.6261n 103.7 466 H4.8 379 88.4 468 89.8 371 74.1 468 9&6 364 8!8 468 -6 380 67.8 486 81.3 367 61.8468 8&0 388 432 456 80.0 368 37.0 488 80.0 368 80.0 366 Oco 61 In 85.4 400 83.3 338 712 400 BO.B 328 81.0 40D 71.'r 322 834 400 87.3 310 47.5 400 64.0 316 427 400 .3 314 98.8 400 87.6 319 30.8 400 81.8 313 81.8 313 m80In 623 324 68.9 27861.830.467.8 270 448 324 612 284 36.9 9� 4&9 280 348 324 43.9 257 31.1 824 420 286 2&0 324 d0.6 283 222 3x4 40.6 263 40.6 263 b3.6 289 67.4 262 44.8 284 49.x 248 38.4 284 436 241 33.8 284 38.6 2372&8 284 37.1 234 2&8 289 362 732 224 284 Me x10 192 294 33.4 x30 33.4 230 S� 66m 4&e 280 49.8 x30 3&0 286 42.4 x26 334 268 37.6 721 29.2 28B 34.1 218 2&0 268 31.8 216 234 286 28.8 212 196 266 2&0 210 18.7 280 27.7 209 14.8 2.36 27.7 209 7291 3&O 215 37.8 198 30.0 ?28 322 191 26.7 226 2eA 188 22.5 726 26.6 185 20.0 226 23.8 162 1&0 225 221 180 16.0 225 20.3 177 12.8 276 19.8 178 11.3 22b 18.6 178 CJ W 78m 30.6 202 32.0 177 26.6 202 27.2 173 21.8 702 239 170 18.2 102 21.8 167 17.0 202 18.7 185 t53 x02 58.4 183 128 TT 702 16.8 168 9.8 202 1&8 166 y min x8.3 182 29.6 186 23.8 182 751 ttxi 20x iW �.0 162 1T.7 192 1&7 169 1&7 102 18.1 16T 14.2 182 16.8 155 11.8 182 144 760 8.8 192 14.2 180 N O 901n 1&6 144 19.0 120 154 144 18.1 120 AIn BN 163 127 158 113 N M O TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: W Anchorca Table Ore CMU Metal (Dp )X ANCHORCAP.,,"•: ANCHORCAP.- X Sut60ele: x.k morels 3.Bk Can. HODOW CMUMUwON CAP.,,"°.•a,�� V X Q O O 3lt8•Qeo tla'83 Lino 5718'Eko tA'88 Eno #10 Blael M2 Steel #5x OW AnOhoi CUp Panama AmM Type 9rt6 fiTao 118ree4n 174 Ebo llltre4ao UNeaon 37i8 End u6mcon 1N Elco Uareca AgptGator 13traton AWenaW 8wM(G5)8ww(GBI 9aa•(G51 USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge itialane6nk r ave. 5• aur 3•tf8• 1;-T • aur r a17r r 9.96• r &48• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE £mbed=1(kik t•3i4• 1.914' 1.3/a" 13M• Y t-U4' 1-U4' 1.1/P 1-1f4" 1.114• 1•va• r 1318' 1.918' 6 OPENING,WHEN IT IS LOWER THAN THE MULLION 2Amhaa®4.m•MIn. .C.76tet1dard orOreel dip lk {b3 3BD Ow 4601D6 890®s 1894816 x7096 2900s 9941ba 740Ihe 9749ia 669 ma 848166 34123 4421,6 580OsTHE OF THE 4 AneRom O t.56•ML O.G.r 81eaWN tarabml261IM,.2k a80 we Tro m6 wA WA WA WA 380 ma WA WA WA WA WA Bex ms 6115 as tl2o 616 LION.IT WILL YIELD AA MINIMUM ANCHOR ED a Arohae 3•Mal.O.C.i(�746A1g1e dips/(F10. R. Teo bs leo en 880 the 166006 rase 616 640 Bn 660 0* wA 7eD rot Toe MS Seo m3 te92 9s 882 b ees{b6 11x0 eta CAPACITY WHICH MAY BE USED TO QUALIFY 2 An4Me O a45•Mm.o.G.I UCI,,Into.126•AIM tF1p.4k wa WA WA WA wA NTA WA wA wA WA WA WA wA WA nb 9n ADDITIONAL ANCHOR OPTIONS FROM THE t Amh4rIFCOp(Flp.6k iB5.6 195 @t 225 Ib9 445.3 BYt 9p 135813 14D IDS I"lbs 370 Ws 187 tut 332@6 4731,3 170®s 2211,6 x60 b6 ANCHOR CAPACITY TABLE. 2 An F1 1.16•Mgt Bk O.CJf-00f 240 016 360®t wA WA wA WA 180 es WA WA WA wA WA 341®6 442 fin 680 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. rRODUCt'RBVISBD FIGURE 1: FIGURE 2: TABLE NOTES: e6 eomp(y�wid do Flt�l BuilinCode 'I' SSHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, 1�, Ez�";" W.0 - FE SEE SHEETS 2-0 FORGENERAL INSTALLATION METHODS. 2)LWEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. F ,Remi P FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. t 1 HOLES TO BE DRILLED IN TAL•FIE![7POLLGWIRG DI SIQNA.CREI-MICTIONS SHOWN ON SHEETS 21-23. 2'�• \\� O,V{ LYNN 4f, FIGURES SHOW SUGGES=ED,APPROtIMATF•F�LE�LOTIONS• • L P�a`t,.•''�1GENS�'<<b;Q';, ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL Cg1NF@RA4TO*CI&01 aPE•WFICATIDNS.HOLLOW AND GROUT-FILLED 376" % CONCRETE BLOCK UNIT(EMU)SNA"ONFOMM TOASTM40.9%WOM SHALL BE PRESSURE-TREATED � T� No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.126" 11 X 21 X.376*MULLION THICK.STEEL STUDS 70 BE A MINIMUM GRADE 33 AND.046°THICK(7S GAUGE).STRUCTURAL STEEL TO BE wr LEAST.126•THICK AND A36.ALL ANCHORS WTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •THE MATERIAL#10&#1201NCd V INTO WOW MAYBE STEEL,J"S.S.QR 410 S.S. ;Q •. • •• 0 •• • • • • • A.L1tNN MIbhEA.P.E. ••• • • • •• • FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3A �p7Iif+7 MuWon Capachy Table Obsel G! Openlim dth(for M9nicaVspan ing mWlore)or Oper las HeISM(for hodwNa*Sperming n ulliolls) „a SON 60111 70 in to In so In 1001n 120 in 140 in 180111 Reae�ller hep7aelp. RaalonpWer 7tep T11•yl. ReolmgUer Trep7almg Reat•�g1im neamtena. Raot&VAV 7 Ppffft 9. Reef QA- 1laparasn9. n Reotew TreplRlenB• Rentmgllm TrepJrdtmg• Reatmglam TteP1111m1B. Lndng loaa5g Leading Lo561p Loaft teadno L-00 Loam I.-&%1 11 fill 1 11 oY 97 Alum. toad long La+dnp Loadalg lead6lg toa•ml Loaddlp Loafing Loadtr• mumon 11 fill, f 11 Tubo z o � 421n 170.0 820 170.0 435 170.9 744 170.0 478 170.0 856 170.0 608 170.9 092 170.0 518 L.-+- 111- 1032 70.0 1116 170.0 621 oval- I q1 ' 170.9 1240 170.0 821 1487 1301 170.0 621 127.6 130f 170.0 621 111.6 1301 170.0 621 J W 48111 170.0 708 170.0 624 170.9 660 170.0 684 170.0 BB2 170.0 Bag 170.0 1135 170.0 881 1519 1139 170.0 877 1389 1139 170.0 880 113.9 1139 170.0 680 97.8 7139 1TO.D 850 85A 1139 170.0 BBD N 60.825111 170.9 747 170.0 683 170.0 698 170.0 831 187.8 1032 170.0 894 148.8 1032 170.0 723 130.6r1032 170.0 747 117.4 1032 170.0 780 87.9 1092 f70.0 768 83.8 1032 170.0 768 73.4 1032 170.9 768 W 64In 170.0 797 1780 812 181.9 007 170.0 891 1562 907 164.7 730 120.9 907 162.6 720 1079038081 141.1 730 f8t.5 626 117.8 736 130.3 011 100.8 736 116.0 899 082 736 1082 890 76.48301 1219 888 130.0 670 701.9 BBB 171.0 687 87.0 888 �.9 647 78.2 888 981 630 87.7 83.9 631 889 668 70.6 628 60.8 668 76.8 621 43.6 868 788 821 38.1 BBB 769 621 j (� 65h 508.0 607 1124 622 603 GOT 08.1 611 76.7 807 BS.O 801 S8.2 807 77.1 493 eB.9 807 71.6 486 63.0 807 879 481 441 807 83.4 470 37.8 807 82.7 474 33.1 807 82.7 474 Z 0. 7281 at.8 810 859 443 68.0 510 73.0 /3/ 083 10 843 428 61.0 610 87.0 418 48.4 610 63.3 413 40.6 610 60.0 406 34A 810 IS.9 402 29.2 610 44.4 SEB 269 610 44.9 380 0 Z 78111 89.4 468 729 400 67.6 465 81.7 392 49.8 455 64.1 385 43.4 408 488 '378 36A 468 44.8 973 34.7 458 41.8 308 280 468 37.7 382 ?A.8 488 380 389 21.7 468 38.7 358 4 78In 841 486 W.0 361 53.5 436 58.8 S73 45A 435 48.8 366 40.1 435 44.7 380 35.7 435 40A 366 32.1 438 38.1 351 28.0 496 94,4 344 22.9 436 3Z8 345 20.1 436 321 349 F Q N Win 41.8 327 43.1 280 34A 321 384 285 28.9 327 31.8 280 28.1 327 283 278 231 321 26.7 271 20.8 377 23.7 206 17.4 327 21A 282 14.0 327 19.3 288 � M z � C 9881 34.4 287 38.4 257 28.7 237 28.0 252 24.8 287 28.0 245 21.5 267 23.1 244 19.1 287 20.8 240 17.2 287 183 237 14.4 287 189 Zit 100 N 241 227 74.7 206 20.2 227 20.8 201 17.3 227 16.0 188 16.1 78.0 195 W � 111 H 223 2111 22.7 104 188 216 10.1 181 16.8 218 t8.6 106 12D In 179 184 17.9 167 U X a ON O TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA: V �O to Anchor C9 cl Table s ANCHOR CAP.,,,,, A 8uhnlrefe 2.76 Cam1ete 3.6t cam. Ho0owd4U Fned 05111 PTNb60 Metal (D )X( ,=ANCHOR CAP.,,, Nt8'Ebo V4'SS FJ90 6118'Eloo 1M•SS EWo 610 etW 9128tee1 612 8leel MULLION CAP.,m,,,,,, AlmimrType: 3/tB Ecco uwam 114'E0o ummm ultrecon 3118•Ebo 1tIVo6al 1IP Elco Uwe= A9pre0eta Urn", A99remmr Scree I06)Sorew(OS) SaOn(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR pnahorCUP Patleme CAPACITY REQUIRED'CORRESPONDING TO AN edge pamnce l6lk r atrr 7• 2-12' ays r 2-IM 1• 2.12' Y 3.1fa' r 0.48• 0.64• 0324• ACTUALPRESSURE REQUIREMENT FOR THE Embe*natry, 1•as• t-3H° 1.37.9• t�14• 7 tato• t•va• f•v4• 1-1H• taN• 1. Y 13tS• f•3tB• s OPENING,WHENRISLOWER THAN THE MULLION 2 ®4.75'W.O.0.t StemWdaOreel CBp lFb.tk 390 me 39009 /50•s 08 184409 27006 280166 351.5 7406m 374A W71-bss- 8405 31108 44205 58005CAPACITY 4 A1lohom®1.16'Mln.O.C./Stendatl(m069eB Wp(Fk, k4815 AA A 082 03 666105 1120•a MULL ON.T WILL YYIIELD ABM NIMUM ANCHORa A 21'®3,N6L O.C./(2)tae A1gle CBpa I(F70.9k TBD 0s 780 t6a 800 Es 1WA 780106 TaeOq LE)OF THE SO ECTED Ibs 882016 BMfm Ngo b CAPACITY WHICH MAYBE USED TO QUALIFY 2 Amhon®0.45MM.0.0.1 UC1lD,4No.12b•AWm.lFlp 4T. WA WA WA WA WA WA WA WA 71608 ADDITIONAL ANCHOR OPTIONS FROM THE 44608 8720* 13505 140105 7770805 187060m 341M170 ms 22111e � ANCHOR CAPACITY TABLE.2Arohore®1.15'M0.O.CJ F•dlpBap.8): 24005 350 firs WA WA WAloot WA WA WA A 94108 442108 BBOOs R DUCE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD IX.IP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PROngdying DUCT hft FtuMs e9 DUCT Building Coda Ac«pimCo NO PatpilatiOn Date �Z) FIGURE I: FIGURE 2: TABLE NOTES: tow • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Uy . • f Product Cae6rsl SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • •• 2)LINEAR INTERPOLATION SETWE0 ILLIOLEM13IT168,413/it OFENNG WIDTHS IS ALLOWABLE. � t]T�Y.1 FIGURE 3. • • •• • • • • • "2.700• \\ .. 3)MULLION AND MULLION CLIPS OVON ARE 40T?0 ECRL. .FOIT WCT DIMENSIONS,SEE SHEETS 21-23. �'�,.• I,IC.ENSF''•,F,f, ® • HOLES TO BE DRILLEQq1Ny THEM,FOL II•I�p�utE 1 SY RICTIONS SHOWN ON SHEETS 21-23. e FIGURES SHOW SUOdEST ED, OXT'ATE HOLD LO TI S. }r _ No.68705 ANGLE CLIP MUST HE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT(CMU SHALL CONFORM TO ASTM 6.80.WOOD 9ItALL SE PRESSURE7RFJi7ED -T �:. LI �F�j •;�� FIGURE 4: YELLOW SOUTHERN N ANS e 65.j�U INUM$ L B T6 AND BE A MINIMUM OF.126' I T�'�� • THICK. EFI3T'UDS�O BE MINIMUM QRAD�33 D.04�`T K� UGE}STRUCTURAL S7E£L TO SEAT 1•X 2.75'X.376'MULLION :� �`S•.F(ORiDP.•'`C�\: ® LEAST.126'THICK �S A38. LL CHOPS INT MFjTAIoSHAIy D jT LEAST 3 SCREW 7HREAD.S BEYOND .........`�\` THE MATERIAL.#1p 8#12 ANDiIORB INTOWOOiD MAY SE STEE418�5.90R 410 S.S. ��di �A)F� 6t P E ••• • • • •• • FL lS1rLf 58705 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TABLE 4A Mullion Ca 0.o Tabes Gb&M OpeningWidth(tm'venlayspard nvAAo.9)o--ponbngHeight(tortnrizo699yaporVnsmullions) 801n Boli TON 8oN toI. IODN 120N I In ISO In G Rectangular LeprTderlg. Reelo,- r_prrda q. Reet qZw Ttepr -. FieoteSder Tmprrdam. Reotangder TmP7TdwV. Reger�4m TrapTdm�g. Realmi4dei T11grTdmlB• Reo�guier TmprTtlang. Reotm�gul>Q Tmp/rdag. • 9 x 2.76 x Leadabt ung Loedne uamv Lea" Loadng Loadrg LoadnB toadela Loadna Loadn9 Loaft Waal) Loadng Loading Lmdng Loadr• Loadno P x, 6 Tub ei S d Mullion 6 1 Cal F 1 T1111H1 ,1 l O1 1 1 f o 42N 170.0 820 170.0 135 170.0 741 170.0 478 170.0 SSB 170.0 SOB 170.0 W2 170.0 511 170.0 1110 170A MI 170.0 1210 170.0 621 170.0 1498 170.0 621 15B.J 1B2D 170.0 821 13&8 1826 170.0. 521 � W 48 N 170.0 700 170.0 524 170.0 060 170.0 564 170.0 982 170.0 030 170.0 1133 Me 661 170.0 1275 170.0 071 170.0 1417 170.0 080 141.7 107 1700 680 121.0 4417 170.0 880 108.3 1417 170.0 8� 60.828N 170.0 747 170.0 603 170.0 880 170.0 63t 170.0 1040 170.0 684 170.0 1195 170.0 774 1821 1280 170.0 747 146.3 1288 170.0 758 121.9 1288 170.0 758 104.6 1288 170,0 758 81.4 5286 170.0 760 W01 0 0 84 kl 170.0 707 170.0 612 170.0 980 110.0 691 170.0 1118 170.0 761 150.7 1130 770.0 603 133.0 1130 170.0 837 120.6 1130 170.0 868 1001 1130 170.0 BB1 8&1 1130 170.0 881 76.3 1130 170.0 881 03 J SON 170.0 683 170.0 701 148.6 916 162.3 781 120.6 010 144.6 748 109.9 915 132.3 735 97.8 015 123.9 726 87.0 BI6 116.6 720 732 916 114.4 716 62.8 915 114.! 718 b1A 916 114.4 715 g g 83N 161.8 030 181.0 710 128.0 830 138.0 884 100.8 830 1232 881 94.9 810 1122 WO 84.4 030 104A 662 78.9 830 99.4 656 03.3 630 811 849 542 630 94.1 !441 t7- ee.5 01.1 049 z W �, BBN 132.1 787 140.0 BSO 110.0 787 119.8 BSB 84.3 787 105.0 824 82.8 767 90.1 814 73A 767 89.1 BOB 88.0 787 84.2 800 65.0 767 79.0 693 472 787 7&2 702 891 = co Z 72N 101.7 830 1061 852 BI.B 838 91A 810 72.7 830 60.1 830 113.0 878 72.2 821 68.6 830 814 80.9 630 02.3 800 42.4 838 672 600 30.3 838 55.3 652 497 Z 78 N 80.6 671 0D.1 486 725 671 78.0 488 g. 71 OT.4 479 54.1 871 80.6 471 48.0 671 66.6 4e4 0.2 671 61.8 4118 311.0 871 47A 481 30.0 671 44.0 44.6 448 P l- T8 N 00.0 842 83.4 474 60.7 542 70.8 483 $7.1 512 82.1 450 60.0 642 85.7 440 44.4 542 81.0 142 40.0 642 47.6 437 339 042 429 421 211.8 542 40.8 40.1 423 b 00 N fi2.1 407 83.7 381 43.4 407 4&4 366 31.2 497 39.0 349 32.6 407 35.3 349 211.0 407 32.1 338 2&0 407 2a0 334 21.7 407 26.1 327 We 407 24.1 23A 319 tcc o 0.p O N X �� in 44.1 3� 35.8 3118 372 311 30.7 358 32.1 309 28.0 358 2e.6 SW 23.8 368 28.1 300 21.6 3118 24.0 �8 17.9 350 21.0 288 18.3 33e 182 284 N 30.6 285 2&1 283 zsA 261 21.6 283 22b u7 fe.e z63 10.9 244 1e.7 283 19.0 no 1&1 283 10.8 237 La Min 28904 242 23.1 287 23.8 238 lag 287 20.8 235 17.3 287 189 231 16.4 287 10.5 228 V X Q ?� 0 71.3 209 1&3 229 181 20S 10.7 218 182 202 Q r N TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: g �� AnahorCe TahH ANCHOR CAP.„ ,, ANCHOR CAP. , CAP:- Substrate ]k C.-le 3.5k Cone. HBoa U Filed CM PT Wand A+aial {DP,,,)X(MULLION CAP.,,d,,,®.�� 0.ir EYoe 1/4.88 Eke 0.18'Elan 114.811Eho 670 6teel 0.12 Btee 02 eleel AnahorClip Pagemo An"7Ype: 3115 Eko Ultmoon 114'Eko Ntrecm Nl�on 3/111•Ebo UIOeOon tit•Ekq Ifareoon A9110elor Op- Ae;r.kr. game(031 ecmt(85) linea(OS) USE THIS FORMULA TO OBTAIN THE"ANCHOR r;Emb.d.ord r r aft' 3.118• 1^ 2-tlr t• 2-frr r 31/11 r 0..49• 0.54• as24• AACTUAL PRE SUACITY IRE REQUIREMNTFORTHENG TO�Y 1.3/4• tart• taw• taw• r 1-1N• 1•tw• 7.174• t•1w• 1.110.• t-114• r t-770. tar9• 181k8 OPENING,WHEN IT IS LOWER THAN THE MULLION 2Ar•Ime444.TS MN.O.C./Stelklard ororsel alp n.11: 390 ma 390 n0. 80185 890me t 405 0.0 ma aao roa 35480 74 Na 371 n0. ee4lae 0480e 3411* 0 me �� CAPACITY(FROM THE TABLE OF THE SELECTED 4 Afktlae®1.15 Rpn.o.G I BteMatd(a ome0 CBP(Fy 2, 406 Be 700 ft WA WA WA WA 38004 WA WA WA WA 92 6821* 1120 Bs ) 4 Anchore®r k9n o.G/(2)A.Angle c9ro/(Fb.3T 760 PA leo ma ial 15so ma 189-ms 8,6.5 sco cka WA 76o®a 7te roe eeo 9.11 tee2 ros see m5 tlm t6s MULLION.ITWHICH MAY BE A USED T ANCHOR 2 MO WA MA NIA (Fl9.Sk 505 ma 1811 ros 228" 4481* 82290 t369p 146 roe 177 ma 370M teTM5 A WA 332@5 47300 178®e 2219. 280 ma ADD ITIONAL ANCHOR OPTIQNES FROM THEA 2Anoik•®1.16•IAIL O.GI F•C9p(FlO Bk 2409e 35009 WA WA WA WA 1801* WA WA WA I4fA WA 34109 442100. X04 ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. u eomplYlegAcm id'dm Reside`c Building Code �(prO4.1�J,0.� TABLE NOTES: Bx lion p )tool FIGURE I: FIGURE 2: -+I 1.000• r- . . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. BY SEESHE'TS "FOR GENERAL INSTALLATIONMETHODS. Mia11t `11tP(V�°F} fl/I 2)LINEAR INTERPOLATION ELiWl"I ULt LENGTH 4JA•ND) R SPE IIt�GFWIDTHS IS ALLOWABLE, FIGURE 3: 3)MULLION AND MULLIOBj6�IPS SHJ11�N/�i��OT•f0�CA�kR IWCT DIMENSIONS,SEE SHEETS 21-23. 2.760• Qom,.'• �,1CL1J�F HOLES TO BE DRILLED IN T WIELD F L I G j SIQNAI•REST I&TIONS SHOWN ON SHEETS 21-23. •�� FIGURES SHOW SUGGESNO,API6RO)IMAT9HOLE LOCATIONS• •• '• No.58705 ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 850' :-O'.,v`(,1J 4 1,6 lL CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 1 I/ Lr� FIGURE 4: FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINF•WI7"SG OFjlj%ALU14NUM SHALI•BE 8082676 AND BEA MINIMUM OF.126' `L %�p'•, OF 7V;` THICK.STEEL STUDS TO GEAMINIMUMGRADE 33"Da.046'TIYCKA18GAUGE).STRUCTURAL STEEL TOBEAT ........%'��'•.,FCORV •''•�(7 � 1'n�I�--�nII,-•--�1�� LEAST.126'THICK AND A10.ALIOANCHORS IIITO M.ETA!SHALLEXTENDIAT LEAST 3 SCREW THREADS BEYOND 1•X 2.75'X 1850•MULLION % S �. LL_JJ�-� • • THE MATERIAL#10 8012 ANCHs OR IIfTO WD t�4Y r SVEEL,M S.S.OR 410 S.S. ••• • • • •• • A.LYNN MILLER,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5A Mullion Oa o Table roaw Opening Width(Porvel8ca8yspgrd md1one)orOPon HalgM(Pod rhomrtefBpeMrgmulgam y� 59N 60 in 70tn in gain 100 in 120N 140h 180h 1$ Fo Rootmrgulor TrgfTdmg. Ra w-09. Treg illang. R;G;War Tie Ma"g. Raoietr>Rder TreWTdan9• ReetmogWm TreN01mr9• ReoNn9rdm TWMaw Rectae an. Ihotmrgdm T-wTdaw Reotanwlm TwIlIdam 4 p5 i"x3.125"It Loadrq Loafing Loaft Load09 Lmdvo Laedna Lwdna Loading Loabv Loadm Loaft Loaft Loading Loaft Lwft 1.0211!9 1.021109 800"Alum ^ (V Tub eMu6 �. Z rn�m W 288 0 42 In 170.0 820 170.0 43S 170.0 744 770.0 478 170.0 SW 170.0 608 170.0 592 170.0 619 170.0 1118 170.0 b21 170.0 1210 170.0 521 170.0 1488 770.0 521 170.0 1736 170.0 8211 161.1 18x2 170..0 621 J 44 h 170.0 708 1780 614 170.0 SW 110.0 1104 170.0 8ffi 170.0 830 170.0 1133 170.0 881 170.0 12M 170. 677 170.0 1417 170.0 BSa 167.7 11177 170.0 859 135.1 1617 170.0 860 1182 1677 170.0 880 p$ MUM 170.0 747 170.0 1103 170.0 NO 170.0 031 170.0 7018 170,0 684 110.0 JIBS 170.0 723 170.0 1946 110.+. 7.1 170.0 1484 170.0 756 1N.7 1495 170.0 768 121.8 1495 170.0 780 108.3 1459 170.0 768 LLI Q" Q 54 h 170.0 787 170.0 612 170.0 M 170.0 JIM 170.0 1110 170.0 7S4 1700 1278 170.0 803 188.1 14M 170.0 837 149.5 1401 170.0 868 124.8 1101 170.0 801 108.8 1401 170,0 881 93.1 1401 170.0 881 � � N SON 170.0 886 170.0 701 170.0 1003 1170.0 707 188.6 1160 170.0 878 138.7 1188 107.0 028 123.3 1168 1508 817 111.0 1158 119.7 910 92.8 JIM 144.6 003 79.3 JIM 144.6 006 BOA JIM 144.5 803 J J 170.0 930 1700 745 159.8 1048 170.0 JIM 131.0 1048 155.8 We 710.8 1049 141.7 618 1008 1049 132.0 638 We 1048 126.6 828 79A 1048 118.3 820 59.6 1049 118.8 818 89.9 1048 110.9 619 BSN 68A 838 1700 789 138.0 959 151.3 SH 118.1 065 133.7 788 1042 WB 121.4 776 82.8 959 112.8 785 83.4 063 1004 787 80.8 085 .8 749 59.8 066 007 748 62.1 968 08.7 748 Z d TIN 128.0 803 534.9 887 107.0 859 114.9 882 81.8 659 101.1 870 80.9 803 912 M 71.4 659 WA 848 812 803 78.8 842 6. 722 832 45A BW Z. 598 40.1 801 883 617 Ll �. 78h 1092 721 114.1 620 87.0 721 87.0 818 700 721 65A BW 68.3 721 7BA 859 80.7 721 70.1 888 64.8 721 66A 579 45.5 721 59.4 580 39.0 721 66.8 881 34.1 721 88.1 553 ?78N 101.0 881 105.4 809 842 884 08.1 867 722 ON 78A 578 $&1 SM 70.4 597 88.1 884 84.4 SSS 60.6 884 58.9 531 12.1 8Bt 84.1 841 38.1 881 81.3 838 91A 881 BOA 834 j In <- 78 ¢7 O DOI. 858 fi14 BTA 168 Bi.6 814 67.3 448 {7A BH 80.0 440 In z 41.1 514 44.8 433 38.8 614 406 427 32A $14 379 421 27.4 811 33.0 N2 23.6 614 30.4 406 20.8 814 29A 403 a OiV3 98N 642 452 653 404 45.27.0 396 307 461 40.9 390 33,0 452 36A 384 30.1 452 3" 378 27.1 462 309 373 228 452 20.0 359 19.! 452 242 358 109 462 72.8 356 ( �� 1o8 N 30.1 337 38.8 322 jM4 32.7 317 272 367 20.4 312 23.8 367 262 308 21.1 387 71.7 303 19.0 367 20.8 208 1011 357 180 293 13.6 357 182 207 11.0 357 18.0 283 WW r S111 N 35.1 330 35.8 308 30.1 391 �A 338 28.1 288 21.9 338 23.1 282 106 338 20.8 288 17.6 390 19.0 284 14.8 938 18A 278 12.5 338 14.6 273 11.0 330 13-6 280lA 1201n 27.7 288 28.2 2S3 23.7 289 19.6 289 20.8 268 17.3 289 18.1 252 15.4 269 18.3 249 13.9 599 14.9 248 11.8 288 12.6 240 9.8 259 11.4 238 0.7 10.4 232 Q Q V� O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anoh Table ANCHOR CAP. ,,,,, _¢ srm a 278Contrde Satwx. HatNvCMU FMCMU PTWood Mdd {OP)XC )=ANCHOR CAP.,,, `t � See Eieo 1!11.89 Eco erre Elco vBSSeto 0100ad 8128NeI 812 Siad MULLION 1lnchorCOpPet5em0 Arc1°rtypd 91teE1cotmtaeon 1/4•Eltoutnae Uort et7toUgracm tl4•EkoUNawO gggmlielor UOtecm AgglaOator sem•(G6)Sc1av@6) Bcrea(Ob) USE THIS FORMULA TO OBTAIN THE'ANCHOR FAge i34iarca pnj r a vz r z-v ars• r 24tr I- Iz-ur z 34/0 7 0.48• 0161' oa2e CAPACITY REQUIRED'CORRESPONDING TO AN Fn10eQnad 1�1a• 15!11' lsra• 1� r f-114• 1-114• 1.114• 1-vr 1-va• 1-va• r 1-w 1318• modes ACTUAL PRESSURE REQUIREMENT FOR THE tlw9®475•L9n O.C.7 SleMad of ma SW ma 4501m ego ms !M 9! 2700! 280 Na 354 e! 740109 374 Bw 680108 •Ie o! 341 to 442 ft 860 ma OPENING,WHEN IT IS LOWER THAN THE MULLION 1.1G MN O.C./9I•rd3m(a 01189 480 Ds 700 rx 1 NIA IWA WA 380 fm NIA JOA WA I WA mon 88200 BW n 11200! CAPACITY(FROM THE TABLE)OF THE SELECTED 4Archom®9' N. 18COM11F1&31 790®5 �� > ws 18959! 540 68009 NIA 780110 748IN Bea los 18929a 11.02•b BW®s 1120102 MULLION.IT WILL YIALOA USED TO ANCHOR 9Arc1ln®O.ST Mh-O.C./UCBy,Nlo.l2e Aium.(Fg 4T HIA WA NIA WA WA WA WA WA WA NIA WA WA WA WA 1075®9 CAPACITY WHICH MAY BE USED TO QUALIFY 1Arc0m7 FCg1(Rg 5j 1599! 195162 22609 446 Wa 822- 138®5 1400! 177 Ws 970106 197 m4 552 b! 473®s 17080 22101 259®9 ADDITIONAL ANCHOR BLE.OPTIONS FROM THE 2.0!x1115®1.1�69n O.CI F 9 6) 240 oxi 8SOIm N91 WA WA WA 100 Ds NIA WA NLl WA WA 911104 442105 11600! ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT RBY18® m cam8fying wiW 11m FRska i-1.000•-+ OugdNBCode 1711-6 2)$.113 ary Acumeo rh FIGURE 1: FIGURE 2 TABLE NOTES fret Gate 2021 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B7 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. til Dada Ptoduet f`f11I111177 2)LINEAR INTERPOLATION OETWBE91MOLL 6ENGTNSANINOROPEM14MWIDTHS ISALLOWABLE. 3.125' \�\ ��.•••"•••.YININ 14 FIGURE 3: • • • • • • • • • �O ... 3)MULLION AND MULLI CLIPS S W��ATt N T S�iI�I�0[�•FOR CT DIMENSIONS.SEE SHEETS 21-23. �� '•_P'f` ' F GUILES SBE D HOW PILL SLIGO I4VT .FAQF�2pXIMAOi N I ION6 RE �ION3 SHOWN ON SHEETS 21-23. - g NU,55705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED f CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL BE PRESSURE-TREATED -.-p FIGURE 4: FIGURE 6 FIGURE 8: YELLOW SOUTHERN PI E Ny L4N 3G 1 AL CUM SHAjI BE SOPTB AND BE A MINIMUM OF.125' l �L 1 TN b` fl ' sf, >. �• I�4 1•X3.125'X.5'MULLION THICK.STEEL STUDST�BEA A IMUM F E3aAfQp.o45-TjHJCK(1iGAYGE).STRUCTURALSTEELTOBEAT /.��••.!=1ora1�..•' G (i•VF MULLION) \ IiI�ITI�� LEAST.125'THICK AND"S.AbL ANCHORSdNTOMETAL SHAT!FWEND A'OLFJST 3 SCREW THREADS BEYOND THE MATERIAL.#10&x712 ANOHORS4NTO`MOODMAMBE%TEEL!SS S.S,l=R 410 S.S. • • • • • • • • • 000 • • • ••• • A.LYI�IN MILLER,P.E. FL P.E.#58705 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8A Hopton Capacity Table Obahl'1 lid��Opening Width(forvarlic a*Ss erring aluliorm)orOpeningHelp hl(forhorizorlteW--Speminp mUUons)601. 60In 701. BON gain 100 in 120N 1401n i80N Re01en90isr T�epJ8lere. Rectettgder Tmpatmg• Reolmpelar TrellRlm9. Reelmgt4tu 7repLaiare. Rxlarmler 77eglHeng. ReofetWier Trepl7d0re• Reolmgder Trep7Tdm9• Reotm8d0t Tmp/ttisre. Reotert9r: jg) 1 x 4 X•126 Lowing Loadre tmdre Lording laadire LcaAng tondn8 Loedwg LOadlre Loading Loaft I.andm9 Leading Leading L0e•re LoadnB Lesdire LoaGtre �`Y anutmot� ilivi i i I I I I I I I I� � fill, v o1 1 1 1 � 1 lit 1 n Z 42 in 170.0 820 170.0 !3S 1711.0 7M 170.0 478 190.0 886 170.0 QOB 170.0 992 170.0 519 *0 1116 170.0 821 170.0 1240 170.0 621 170.0 1488 170.0 621 14&8 1468 1roA 621 127.8 7468 170.0 621 Lll 40 N 170.0 708 170.0 624 170.0 630 170.0 681 170.0 992 170.0 830 170.0 1733 170.0 881 170.0 1276 170.0 877 168.3 1303 170.0 880 130.3 1303 170.0 880 1112 1303 170.0 BBD 87] 1303 170.0 880 COcc Soman 170.0 747 170.0 883 170.0 898 170.0 631 170.0 1048 170.0 654 170.0 7186 170.0 723 16&1 1236 170.0 747 140.5 1236 170.0 768 117.1 1236 170.0 768 700.0 1236 170.0 768 87.8 1236 770.0 768 IL o 0 54N 170.0 787 1700 8{2 170.0 968 170.0 891 170.0 1118 170.0 754 161.4 1168 170.0 603 1372 1168 170.0 837 127.5 1158 170.0 e6e 1028 1168 170.0 est BB2 IN T. 881 772 1168 170.0 867 to fn 60 in 170.0 88S 1rco 701 188.7 1042 1700 787 1422 1042 181.1 612 123.1 1042 14&7 816 1112 1042 136.8 801 100.0 1012 130.2 781 83.4 7042 126.7 782 71.6 1042 126.7 782 828 1012 126.1 782 89N 170.0 830 170.0 74S 1812 982 183.8 818 1289 982 tM.1 799 113.4 982 131.0 702 100.8 992 121.4 788 80.7 882 114.6 768 789 892 106! 746 64.8 982 108.0 744 6&7 902 108.0 744 68N 165.4 847 170.0 789 137.8 947 1460 768 116.1 047 130.3 788 103.4 947 117.7 762 81.8 947 108.7 738 82.7 1117 1022 727 88.8 947 96.1 713 N.1 947 94.0 711 61.7 817 N.0 711 j a 72N 136.6 848 1127 737 1132 819 121.8 722 87.0 849 10&0 708 6A9 649 864 898 766 849 68.7 988 67.9 849 627 876 68.8 849 76.3 M9 4&8 819 72.8 862 42.8 849 72.4 651 Z 78N 116.8 782 120.7 686 96.3 782 102.8 652 �B 782 60.0 840 72.2 782 80.9 629 842 762 742 620 67,6 782 8112 813 48.1 782 92.8 602 4{.S 782 69.9 697 33. 782 88A 68S 78 In 108.9 726 i11A 634 89.0 724 94.6 621 7&3 724 828 809 80.8 724 74A 689 68A 724 68.1 M1 63,4 724 6&4 683 M.5 724 57.3 673 382 724 64.3 88'7 93A 60 N 899 653 71.8 463 69.0 843 80.7 474 48.7 643 62.8 486 43.13 819 47.1 468 3&8 613 42.8 4S2 34.8 813 398 448 2&0 643 34.9 438 25.8 613 32.1 430 21.7 643 30.7 428 g tV BB in 67.3 476 58.9 427 47.8 478 49.7 419 40.8 478 432 412 3&8 478 3&6 406 31.8 478 34.6 400 -.1 476 320 3913 239 478 28.1 388 20.6 478 28.8 380 179 !7B 2A2 378 N N• O � 108 N !OA 377 41.1 3{1 33.6 377 34.8 336 28.8 377 30.0 330 262 377 2&8 325 22A 377 24.0 321 20.1 377 22.0 317 1&B 377 VA 370 14.4 377 17.1 301 X+� L111 N 37.1 387 37.8 323 30.9 3S9 37.6 318 28.6 367 27.8 313 232 387 24.4 309 20.8 357 22.0 306 1&6 35T 20.1 301 16.4 387 77A 204 X Y 120 N 28.3 308 28.8 279 24b 308 25.1 274 21.0 308 21.7 270 18.3 906 192 287 183 306 17.3 293 U X Q Q 0 144 N 17.0 212 172 106 d •- N N TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA AnohorCa I Table bs ANCHOR CAP'^m°.®. ANCHOR CAP.,,, 8fia91mte 27x COOMWO 393 Cot10. HoBw emu Filed CMU PT Wood Mew (DPS,)X(MULLION CAP.,m.,a.� iw ElU4'SS Eao 8115 Htm 1/4•Se E00 #1081001 912 Steel 01261W Anchor CUP Patterns AftoW Typo; 3116'El-Mucan 114•E160 U@mam y18•Eb1W E10o 3mr a ultlmm m lltlraom AWretis<Kw LAI n A9gmoaWr ecmw(aG Sores 096) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR IlaEdge Distance(Nk t• x.12' t• 2.12 3-IW 1• 2-IW t" 2-7IR' 2` 3•vr 2• 0.45 O.Sd' 0.924• CAPACITY REQUIRED'QUI REMENT FORSPONDING TO AN Em3eonetn lNk 1.3IT 1-34' t•3H• 1.3!4 T 1.14• 1-t14' I-IR t-174' 1•iN• t•v4• r 1.378' 1.810• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Arohae®4.7r MN. .O./etattlm0 ar01•BI C11D(Fq.f k 39005 Poe 8900e t Oros 270 an xBO me 0a 740 ma 37490 66400 9180q 34100 20s 680Oa OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anehm 44 2.25 Mih O.C.I Stendad(oro6ae0 C6p(Fig.3) man 760 Re NCO. 141004 9521119 WA 68011,6 WA 8300s WA 880 roe WA 682 0• 8651m t 12000 CAPACITY(FROM THE TABLE)OF THE SELECTED BAtahae®1.76'MN.O.¢l8tadatd(a ONe8 COp lFip.4k 96004 1400lb4 Wa WA WA WA TOO We WA wA wA WA WA 138304 177404 221004 MULLION.IT WILL YIFIDAMWIMUM ANCHOR "rich"b$9'h9a O.0/(2)2tBArek c8p07(Fig.6k 7800s leo 05 6800s 158011. 1988®s 840 be 5601es WA 780 @a 740Im 880168 18920s 692Bea Sabne 1120.6 CAPACITY WHICH MAY BE USED TO QUALIFY eArw(are®s'eano.a/R)x46Angle cape/(F1p.ek tt7ame 1flot0s ta2oln 234o1u ae441w Btome e4alm WA 11 Me t1n♦a t3zons 2B3e(6s Imiam t32r"I low(be ADDRIONAI.ANCHOROPTIONSFROMTHE 4 Anohom a4r 448x O.C./Ut7ip,NN.125'AOm.(Fig•7k WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 011 ANCHOR CAPACITY TABLE PRODUCT fUiY1SBD 2 AroMm®226•MN.O.C/F•Ctl.(Fq.Bk 36008 360 0s 290 Be 705 9a 478 ms WA 100 WA 31600 WA 4401 WA 31108 4421h5 BBOIbs as-Plying With Bu Fladds 4 Anohaa t.16'MN.O.Ct FiLy ek 48000 7000s WA WA WA WA 38D Me WA WA wA WA WA 88208 B&S aha 1120 Poa 1.1100' r Building )c8ptmcolfo-b2j5.4D� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Exptta7lon Date rfQt( TABLE NOTES: By ni FIGURE I: FIGURE 2. FIGURE 3: FIGURE 4: FIGURE& FIGURE& 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE • • ♦ • • • • • • • • ♦ SHEETS 2-4 FORKSENBRAL*INS'rALMkTI0I14METHOD� •• `��s,0\A •"•••f/�! 2)LINEAR INTE OLATI E N ;V.OPENWO WIDTH315ALLOWABLE. Q• �[% ♦ • ♦ ♦ • ♦ ♦ • • • 3)MULLION Aq)grMllLlJta11 CUj%aHOW N.%&4T I S&j.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' _ 't' N0,58105 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL.RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - FIGURE 6: FIGURE& FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. q'. 1-1g L(j Z • • • • 4)SUBSTRATF�9:t�Jj��RETE S C'ONEORM TO ACL301 SPF•CIFICATIONS HOLLOW AND GROUT-FILLED '� '• 7A1'E F ♦ • ♦ • CONCRETE 814pCIZ 1]NTT(CMU) •Q0 rjORM T(iASiM Q,90 COD SHALL BE PRESSURE-TREATED YELLOW .12b `C'•../'CORt••......-.•.•''��:. • SOUTHERN PWE Willi AN SG OrvoM.ALUMINUM SblALIBBE4 WWT6 AND BE A MINIMUM OF.126•THICK.STEEL �7' s, STUDS TO BE A MINIMUM ORADEP33 AND.OR5"TRACK fI*GACG0j STRUCTURAL STEEL TO BE AT LEAST.125•THICK �l'It,) ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.PILL ANCHOFFS INTO ML•gQ 8 ERTENtJ A-T• Tj. SCREW THREADS BEYOND THE MATERIAL#10 8 1"X 4•X.126• A LYNN MIR P.E. #12 ANCFiflftANTOAIOOD MAY gE STEEC,1"&S.bR 410 S.S MULLION FL P.E-#5871% ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7A � MultlonCapacity Table PsM Opening Width(Cor veACall7-spentlng md3ons)orOpening Height (tor hodzorrieB7-apedtllg rnstlore) 601n 80 b 701. BOH 80 In 109 N 1201n 140 N ISO in tOt- TreP/1den9. Reoterly�der TmP1Tde.B. ReoteneWer Treplmwt8• Reole.gutm T1ap/niene• Reolen9tdar T�eiJman9. Rulen9rla Tm1t/r11mt8. 4 55 III 1 x 4 x.376 Rectetlglda Trepn0er4). ReetmtD4a TrepR6arg- Reolangula TrepTrian9• LwAnoI.edn9 1 8 leerBn9 •I"" L4adn6 L"cling 1•Mdn9 LoeBn9 Lofteng Lwtft Lwd.9 1011, Alum.Tube LoaW Lca4n9 Loe•"6 Wal" Loedn9 LosAnB j - �v Men fill,if I I, mu 42N 170.0 170.0 435 170.0 74{ 170.0 478 170.0 688 170.0 608 170.0 882 170.0 619 170.0 1116 570.0 621 170.0 5240 170.0 621 170.0 1488 170.0 521 170.0 17� 170.0 621 170.0 1883 170.0 621 J IBU 570.0 708 170.0 6L'4 170.0 650 170.0 884 170.0 982 170.0 830 170.0 1135 170.0 681 170.0 1278 170.0 877 170.0 1417 170.0 880 170.0 170D 17x0 BBO 170.0 1889 170.D 880 181.8 2024 170.0 880 (n 60.826 N 170.0 747 170.0 683 I70A 686 170.0 831 170.0 5018 170.0 884 170.0 1196 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 168 110.0 1793 170.0 768 158.0 1918 170.0 758 138.6 1818 170.0 758 W 64 In 170.0 787 170.0 812 170.0 868 170.0 891 170.0 1118 170.0 784 170.0 1278 170.0 803 170.0 1434 170.0 637 170.0 1694 170.0 868 160.8 1789 170.0 881 137.1 1788 170.0 881 120.0 178!1 170.0 881 m 60 in 110.0 885 170.0 701 170.0 1083 170.0 797 170.0 1249 170.0 678 170.0 1117 170.0 944 170.0 1694 170.0 896 155.8 1818 170.0 1033 128.6 1819 170.6 1063 111.0 1610 170.0 1063 97.2 1618 170.0 1063 83 N 170.0 830 170.0 745 170.0 1118 170.0 860 170.0 1302 170.0 840 170.0 1488 170.0 1016 568.7 1842 170.0 1078 141.0 1642 170.0 1422 117.6 1642 188.0 1168 10D.7 1642 1879 1167 88.1 {6@ 187.9 1167 ' d il 68N 170.0 974 17x0 789 170.0 1168 170.0 803 170.0 1364 170.9 1002 180.8 1471 170.0 10M 142.8 1472 168.6 1148 128.8 1472 168.8 1130 107.1 1172 1479 1108 819 1472 148.0 5104 80.3 1472 118.0 1101 'Z 8 z 72N 170.0 7083 170.0 878 170.0 1216 170.0 1009 160.8 1320 1882 1101 1710 1320 149.8 5082 117.3 1320 1379 1088 1D3.8 1320 1268 1018 BB.O 1920 117.0 1024 76.4 iS10 112.8 IOtS 88.0 1320 1129 1012 = D. 78 N 570.0 1122 170.0 037 r48.0 118{ 169.4 1013 12U 1184 139.9 991 1112 1164 126.7 975 98.7 1184 115.3 884 668 1184 107.6 862 749 1184 97.8 835 84.1 1184 83.1 827 68.7 1184 913 826 JN P J 781n 1861 1124 170.0 887 1124 54TH 8®3 116.0 1124 1268 947 503.6 1124 1168 891 92A 1121 105.8 818 63.0 1124 98.6 806 88Z 1124 88.0 880 68.3 1124 84.3 881 61.8 1124 B3Z 878 901n 108.1 BN 111.6 760 844 91.3 738 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 a8.8 702 6L0 644 61.4 883 48.0 844 81Z 876 30.6 614 60.0 888 33.6 844 47.7 662 oo ISoln 89.1 742 81.6 683 742 74.3 862 83.6 742 87Z &1 86.7 742 69.5 611 49.8 742 84.1 822 44.8 742 4 II L614 37.1 742 468 800 31.8 712 38.8 690 27.8 742 37.6 684 o 1061n 62.8 688 839 330 688 63.6 521 44.7 US 489 513 39.1 US 41.4 606 91.6 688 37.3 498 31.3 868 3/Z /82 28.t 666 28.8 481 22.7 886 28.8 472 tB.B 686 24.7 486 YA 111 N 879 866 88.8 503 665 166 494 /1.2 &% 42.9 487 38.0 668 35.0 48032.0666 34.2 473 26.8 665 31.3 160 666 224 4421201n 469 476 10.4 433 476 38.0 418 928 476 33.7 420 28.6 478 299 414 25.3 475 28.8 409 228 478 24.6 401 19.0 478 21.1 395 189 476 18.7 367 14.3 478 17.2 361 U X Q ° ° 1441. 28.4 330 28.7 306 220 930 22.1 305 168 930 10.9 297 166 330 17.0 283 a a- TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table s (ANCHORCAP.,A,,,,,,1 81•Nrete: 276 Catenate of Cap H mcmu Med OAU PT Wun4 M01°I (D-)X`MULLION CAP.,,,s,,,,,,,)-ANCHORCAP._ Anelta Type: 9110'E6m Inhman 1/4'Eleo 10ha4m 6H8'Ebo Y18'Eleo IBamon 1l4°Eb0 Ulheem U4'88 FJoo 6178•Elco 114'88 Elm HO Btetl 612 8tee1 612 Bteel AnohorCtlpPaltems 1Btreoan 599eoeo lAUacat A90•e08W Sow(OS)8erew(415) Berm.((35) USE THIS FORMULA TO OBTAIN THE'ANCHOR E6pe d4leme(N t• 2.1re r - 3116• 1 r 2-VY t• 2•tfd 2• 3116• 7 o.aa1 c w I 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN EmOe•n6nt M 1.614• 1.3/1• tars• Pals• r 15-ua• 141. 1-14• 1414• 144 t-1a• T fare• tare• mom ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchas®4.75 MN.O.C.13mmm4 of Olbet Cap TV.t 10 IUs 450•e 880 18N ms 270•s 280163 354 Ns 74000 37460 lbs 948 Bta 190 /4 m bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amtm @ 2.25•MW O.C./BtatMet6(ero64a1 CEP(Fl0 3k 700 700 580•s 1410 00 Ote WA 560160 WA 830 me WA 880Oro WA 882 00 B85IM 1520•a CAPACITY(FROM THE TABLE)OF THE SELECTED BAm:has�1.16•Mh o.C./BtaMad(orO6al Cep tF19.4k 98060 540D nm WA WA WA wA 760 N5 WA WA WA WA wA 1383 ma 77ro me 22/01M MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Ananrs 0 3°Mm.O.C./R)206 A Os Cape/(Fq.6k 780 7W No•s Imu lbs 189690 640 cm 560 Poe WA 780 Wa 716100 880 ro9 1892 ma 8821It 8851M 1120 90 CAPACITY WHICH MAYBE USED R QUALIFY 8 Anohoa Bt 3•MOt.O.C.1(21216 Arple CEps 1(Flp.ek 11708av 1170 00 1020 Wa 231000 2844 a9 610 00 840 Pts WA 1140Ibe 11221M 13201M 28M IM 102260 1327 Da 1880 0s ADDITIONAL ANCHOR OPTIONS FROM THE 4 Arohws®0.45'Min.O.C.r U4lo.00 AW AM.gip.7k WA NIA WA WA WA WA NIA WA WA WA NU WA NN N0\ 513090 ANCHOR CAPACITY TABLE. PRODUCT REVISED 2Am1ro1a S 2.25 Mh O.C/F4X0(Fip.0 290•s 705 00 470 0s NIA 28000 NFA31500 WA d401ba WA 341 In 41280 88000 es complyi.g with 1110 Flbrtda 4 AnOhae®1.IV Min.O.CI F-Gq".Bk 480 ft 700 Ins WA WA WA N/A 38000 WA WA WA WA WA 89290 BBS IM 1120 Wo 11.000' r Acaeptencew�r0 NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. r TABLE NOTES: Mise ko0.1e1 FIGURE 1 FIGURE 2 FIGURE 3 FIGURE 4: FIGURE 8: FIGURE 8: 1)SEE SHEE71 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION C 1 I i i I I 1 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • • • •• ••• • • • • • •• `�� (LYNN A91Z 2)LINEAR INTEVJPOLATIONfETO"MIjtN(:CHCAND1OROPENING WIDTHS ISALLOWABLE . (F'Q 3)MULLION AND t�CY.LIOP�CIIP�SHjWP}aI�AR`N&T4 SCALE•FOR EXACT DIMENSIONS,SEE • • • • • • • • • • SHEETS 21-23.YOILES TOBDDRIUNM IN TYE F1Sk0 FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4• Nu*56705 - SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ;'�'•v' 1666 1'U • • • • GROUT-FILLED C,011 aIVE BLOg"[T(CjpU)SHALL CpNFOP4 TO ASTM C-90.WOOD SHALL BE = C O 1� • • • • L^JI 1L,1 PRESSURE-TRfiATEDYELLOW SOfi1THERN PINE WITKAN41iG OF 0465.ALUMINUM SHALL BE (� h T•••. FLOR\O.• \(9 f3083•TS AND BBdI MINIMUM OF.106'THN:K.TEEL 9•UD8 TORE*MINIMUM GRADE 33 AND.045' .375' 376• %4� •'•••••• !�.\ THICK(18GASGE).STIRUCTERAL49TEEL4r019EARLEA81!12MTMCKANDA36.ALLANCHORS "T �' �i� •S/(1(.�))\• `t.` INTO META;B}i(S.L EMEND AT LEZ&3SC W THRfolt Bk 69 AD THE MATERIAL#10&#12 1•X 4'X.376• 1'X 4'X.375' A.N4 14tMILLik P.E. ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. 'T{�1Nt 6 •1� •$ i T-MULLION MULLION FL P.E.#58705 ANCHORS 00 MAYBES EL,18 S.S.OR 4 0 .S. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8A ® � • - MulDon Ca ac Table(W Opening Width(torverlicaa7-sparIN mution6)orOpening Height(torhorim111a6y-sparnin8 muMans) So in BO in 70 in So In so In to01n 1201n 1401. 180 in i¢ O 1$B"% Reatarrgr0m 7repffde�. RaotagWar Trep"T"w ReetwW1 r TmWdenp. Reotengrder Trey7aisng. it dwWar Tregmem. Reclawar TgPmlens. Reotenpurm he�TAang. Rnetaftwer Trepmmnp. Reclenpulat Trep191en8• p C Loadng Lomkv Loaft Loadn9 Lofldnp Loadrg wedng Leadn9 Lamm Loadmp Loa ngg• Loafing Lowing Loafing Lofldre L�8 Leafing Lead" 3.16611 x Tube Muli � �. � � � � �• � �• I T11H 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 892 170.0 $10 170.0 1116 v IM 170.0 521 170.0 12.00 170.0 621 170.0 1458 170.0 521 170.0 1735 170.0 521 561.8 1759 170.0 $21 48 In 170.0 708 170.0 524 170.0 850 170.0 684 170.0 982 170.0 630 170,0 1133 170.0 881 170.0 1275{ 170.0 677 170.0 1417 170.0 BBD 154.8 1648 170.0 8110 192.7 1818 170.0 860 118.1 1618 170.0 am j 80.8261. 170.0 717 170.0 683 170.0 BBB 170.0 B3f 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1346 170.0 747 t67.0 1488 170.0 788 139.2 1488 170.0 768 118.3 1488 170.0 768 104.! 1/80 170.0 765 LU (J "in 170.0 797 170.0 612 170.0 056 170.0 891 170.0 Ills 170.0 784 170.0 1278 170.0 803 183.1 1376 170.0 837 148.8 1378 170.0 858 122.3 1378 170.0 881 104.8 1378 170.0 861 81.7 1378 170.0 881 ib � 0 F" Bain 170.0 689 170.0 701 170.0 1083 170.0 787 168.9 1158 170.0 878 139.0 1158 167A 030 123.6 1168 158,8 918 1112 1168 t50.0 812 82.7 1158 1449 905 70.4 1188 144.6 BM 899 1158 144.8 &m W U) 63 in 170.0 930 170.0 748 180.1 1061 170.0 850 1372 1081 160.9 682 120.t 1051 142.0 818 106.7 1031 132.9 837 941 1051 126.7 830 80.1 1051 1145 822 BB.B 1061 118.1 821 80.0 1061 118.1 821 ? N 801. 167.7 957 170.0 789 138.3 867 181.8 808 118.4 W7 134.0 iB0 104.4 957 121.6 M 92.8 as? 112.0 787 89.8 887 108.8 769 89.8 857 100.0 780 68.7 067 88.0 748 622 957 06.8 946 Z 721. 128.7 804 1382 898 157.3 804 1152 884 9L9 804 101.3 671 80.! BD4 81.4 680 77.5 801 84.1 550 64.4 804 748 813 839 804 72.3 893 46.0 804 889 � 402 804 89.8 628 = � 76 In MA 772 MA 410 012 722 97.2 818 782 722 65.3 608 68A 722 76.7 696 60.8 722 743 68e 84.7 772 88.6 660 46,8 722 89.6 670 39.1 722 68.7 685 342 Mn 682 684 O r 5 781n 101.2 685 twe M 64A 886 89.6 688 72.3 886 78.5 677 63.3 888 70.5 885 55.2 685 84,6 680 50.B 886 80.1 653 422 886 64.3 513 362 886 51.4 637 31.8 885 60.7 636 F N X s01. 83.9 816 s40 457 849 515 67.5 449 47.1 515 50.1 M1 41.2 me 44.7 434 38.8 815 49.6 428 33.0 615 37.4 477 27.6 518 33.1 413 239 615 30.5 407 '20.8 816 28.1 40F 030 go In 84.3 453 559 404 459 463 47.1 397 38.8 403 41X 395 33.0 453 38A 386 30.2 453 33.0 378 -272T453 344 374 co 229 489 28.8 388 19A 463 212 380 17.0 483 218 358 N t- •� �O,g 108 W 38.1 368L 323 31.8 988 328 318 27.2 368 26A 313 23.5 358 252 308 212 388 22.7 304 19.1 368 248 300 189 368 18.0 283 1'pN M ry) d 111 in 35.1 3Its 308 29.3 338 341 301 26.1 3311 26.1 207 22D We 232 283 t9.5 938 20.8 289 179 338 10.1X1201n 27.8 M 2 S2 204 232 280 23.8 280 109 280 209 2158 17A 280 1822531Lp 8A 280 144 141 In 16.1 201 188 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA a AnchorCa ac} Table Do ANCHOR CAP.,,,,,o, SOM111181a 2.7ktbrcnie 369C•%. HodowDAU F410demu PTWood mew (DP-)X( )=gNCHORCAP.,e, f v4•ss Eko 1916•FJeo Ud•68 Elco masted 012sted 012 Slow MULLION AnchorCBp Pattoma RrR1w7ype srta'ERo1m®em tl4•EkoUt118C•1 nS Efco Unlaan v4'E%oU6racon flscnm(a6)Scmv(oG 881.7(.5) USE THIS FORMULATO OBTAIN THE"ANCHOR Eope peteree pn) r 2-vz r 2•vzv 2-vz r 2-vz r 3119' z o.w• o s4• 0924• CAPACITY REQUIRED•CORRESPONDING TO AN EmSe•aent n lyra• taro Lala• lyra• •va• 1414• I-u4• fv0.• I-t0.• t-v0.• r 1sarare• vanes ACTUAL PRESSURE REQUIR94ENT FOR THE 2 Anchors 61 4.78 Wn O.C./GWWard er Oeid Cbp(Fig 1) SM ms MRs 450pts WU PArams280 me 351 ms 740 to 374 ms 684 R8 B 10ssot los442OPENING,WHEN R 13 LOWER THAN THE MULLION lArcr4ra 1.15141rt 0.4/01agaN(ol0taflt)5Rp(Flg 2) 4800• 710 ua WA H/ANa 38016 NIA WA NIA Wa WA sea las 896 ma 1770 me CAPACITY(FROM THE TABLE)OF THE SFIECTED tod®Y N1.O.C.1(2)2diArgmC5ps 1079 BY mum 780 ma 66D ms 1560 ea40Re 660105 NIA MRS 748 Rs am me 1892Rs 682 an seems limms MULLION.IT WILL YIELD A MINIMUM ANCHOR 4pr%la•�0.46'MSn O.C.lUCOp,Into.128 A9oR ff�d) WA WA WA WAWA WA N/A WA NU WA WA NIA WA 1A9DY CAPACITY WHICH MAY BE USED TO QUALIFY I AMnOf/ (Rp 5) 198 ms 195 db 225•s 445 Rs 822 ms 195518 140 Re 177Ios s701he /07les 932 Re m3vA 170 22108 2BO Re ADDITIONAL ANCHOR OPTIONS FROM THE 2Ar%Mrs Q L1ff NIR O.CJ FCB e) 297 R9 350101 NIA NIA NU NIA 100Pos WA WA Nw WA WA ,Ills 442 Ba 560 R9 ANCHOR CAPACITY TABLE PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. a9 cemplyu%with ow Plmdft °Amp No�6••b218.03 FIGURE I: FIGURE 2TABLE NOTES: F�7,260"-� B irelion pato /11521 • • . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION M1Ueml o Produq ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • ••• 2)LINEAR INT`RPOLATIOII`BEiYVE�81 lw♦ULI•LEt�GTyS AiID/OR OPENING WIDTHS 13 ALLOWABLE. `� Ods( ••,,,• M/�� FIGURE 3: • • •• • • • • • 3.588. `��'�'r••''�1GFNS4c''•.FQ �� ANGLE 3)MULLION ANIPMULLIONCLI9t6 SROViN ARE NM W SCALE.FOR EXACT DIMENSIONS,SEE ' . . • • BE U T SHEETS 21-23�F10LE3 TQQ QQEE DAILL�D 1% F�LdFOL�.QIRING DIMENSIONAL RESTRICTIONS = NU.587G5 SED SHOWN ON 3 T3 2R23.'FIGU SHO SU GESj APPROXIMATE HOLE LOCATIONS. 285• _ •,: /� 7t .-. IN PARS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND v pGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CIO.WOOD SHALL j•• oFIGURE 4: FIGURE 5: FIGURE 6: •BE PRESSURL•TREWND YELLSIN SOUTHERN PINE VWrH AN 9G OF 0.55.ALUMINUM SHALL BE � S AIL , 8683-Tb AND A IMUM OF.28•T�IC4�STEEL T B A MINIMUM GRADE 33 AND 1.25•X 3.188'X 286°MULLION %�<`•'• ..GRID.`.•'(jam;' E T (1.1!4•VF MULLION) S'�/ONM \ .045'THICK 1 t3AU E).S UC RAL TE L T B 5"THICK AND A38.ALL ,•, ANCHORsINTO ME SHALL �610.4T IBEAST 3 P4ADS BEYOND THE MATERIAL Il/r #10 8 012 dW"ORSdNTO WOODi AY BSSTEEL,18"-S.OR 010 S.S. A.LY h91N11LL�lt,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 9A � Murton Ca oily fable(lbstA Opening Wltlth(forver6on*spavird irdlol+)orOpening Height(for horizon1e"pa7r11tlg mullions) 601 00 In 101, BOIn On 1001 120I. Ho I. 180 in 6t p ReatmaMr TmpRAWq Rmteapder TreptTdm•. Reol .. Tre01-0 Reoler+tear Ttep'TdmB xed malar Tnp7mn0• Raete,9mer Twmleny Iaeta1517m Tmprlrler•. Reolan9at9r TrelYTdmIB. Reotaopuln Ta9JTMn0• 6 1.28x9.25 Lte10a0 Lmdm Loaft Lme10 Lom" Lmdnp Lmdrp Loading Lmdnp LoaM9 LmaOI.B Loedb• Imt1q 1.0-ftLoea19 LoamLoad1+ LmA1t9 g,1r rj x,100 Alum Tuba a�y•• I I I I[H if 11 1 Il I I 1 11 . 11 IV! IF,[h) (0 IFI III,11 N Mullion t3 !3 '� 11111 1 IVIl I 1 11 F Q) I,� 121 IMA 820 170.0 138 170.0 7N 1700 179 170.0 886 170.0 608 170.0 892 170.0 618 1111 .0 71 170.0 821 153.3 1118 110.0 521 127.7 1118 170.0 521 109.5 1118 170.0 621 86.8 5158 170.0 621 ILI IBI. IMA 708 1M.0 524 170.0 850 into 584 181.8 978 170.0am 140.7 878 1TOA 681 130.4 alb 80.0 877 t17.3 078 570.0 BBD 87.6 878 170.0 880 83.8 818 170.0 880 73.3 40.8261 1M.0 70. 10.0 661 170.0 e9e 170.0 B31 160.7 1;17 170.0 am 131.8 827 188.0 708 117.2 821 ISM On 106.6 821 1689 888 87.9 027 168.3 696 T6A 927 158.5 886 85.8 927 168.3 888 O' to 611 170.0 78} INA 812 1W.8 8811 170.0 881 132.6 889 163.8 883 116.8 B89 141.8 888 103.0 868 iJd.O BBD 82.7 BBB 128.8 867 77.3 889 128.9 852 68.2 am 1266 652 61.8 B89 728.8 B62 m 601 143.2 74S 169.8 834 1161 748 13L3 820 107.3 748 117.8 ON 68.6 TAB 107.8 688 78.8 148 101.0 682 TIA 746 88.8 557 69.7 TIB 89.3 683 611 748 90.9 661 N.8 768 813 683 .N.1 t BSI. 523,7 87! 132.0 6M 193.5 877 1132 US 88.4 877 100A 666 773 BTT 9fA 6l8 88.7 877 85.2 W9 B19 877 91.0 631 61.8 017 77.0 628 N.2 877 78.7 629 J67 877 767 6P9 J 3yp1 681 107.8 817 111.1 670 89.7 817 87.8 818 769 817 863 60B 87.3 817 78.3 60D 68.8 817 72.8 496 818 817 BB.7 4B9 N.B 817 B/A 489 361 817 BS.7 182 318 817 817 182 j d g 721 82.8 6t8 871 160 89.1 Ste 742 640 59.2 515 642 432 51,8 618 58A 425 48.1 65B 612 410 41A 619 50.7 IN 31.6 818 IBA 408 28.8 b{0 46.0 406 268 618 160 106 � � p 181, 70.6 166 117 408 667 485 OU 398 609 485 B/.e 390 41.1 486 18.4 381 39.Y 188 45.5 978 35.P 186 422 374 2A.1 186 9B.S 397 282 485 38.6 987 22.0 186 58.2 383 f]1�Si 7B1 86J4 - 2 411 860 387 67.8 Nt 61.7 378 48.8 Nt 60.8 372 40.8 411 dSA 3a 382 441 41.6 3B0 32.8 N1 98.7 368 27.2 NT 31.8 318 23.3 NI SSt 318 204 411 3P.7 316 so in 138 364 9S2 97.0 Y89 30.3 3323L3289 Za.b 332 PeA 280 23.8 S32 20.1 278 21.2 332 24.1 2M 17.1 912 21.1 P88 162 992 10.8 2B2 113 332 167 180 O881 96A 280 2011 30.3 25B 25.0 291 264 252 21A 29t 23,6 248 164 281 21.3 244 17A 2B1 19A 2N 11.8 291 17.1 298 12.5 PBi 166 292ipz rL1081 26.1 208 20.8 230 21.1 206 17.5 230 163 201 15.1 MO162 1B8 (n N p ��111123.1 187 768 218 19.4 104 182 218 168 tell 14.1 "a 14.8 188 N r7f to 170 14A 187 169 187 x TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: •� 0' •� An4:horCa Tahte a AN CAP.,,„,,,,,, BWVaIe: 2.7k Corm ew 3.5k Cmm. 119ow ClAu Filed cmwu PT Wood Mew (DP_)X( )=ANCHOR CAP„a, GIW Elmo 114•as Eioo 518"Ebro 1M Ba Eko 510 Steel B12 91e1 a12 steel MULLION CAP.,,,•.._. AMW type: 315'Eloo U74eoan 114•Emo uma7an ultreaon 3na•EGO uftmm 579•FJao U9lmacn AOBreaalm Mum m AMMOStm sarew(BN 8mevr(051 anew(a6) USE THIS FORMULA TO OBTAIN THE"ANCHOR AnchorCOp Pattsms EMe Dltenm On) T &112' t• 1-17 311s r x772• t• 2•vr r 3•vB• 7 O.as• 064' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN EmlledtOmd(1 taro• taro• tale• Tata• r 61w• 1-ve• t-va• 1.5A• t•v1• 1-va' r Tars leis wren ACTUAL PRESSURE REQUIREMENT FOR THE 2 Awhm 04.16•M1.O.C.t Blamlard m O6ea1 W 1Fq.1) 390 ma 9a 45D ms mJ 7814me 270 ma 2802n 334 lbs 40 me 3T4 me be 9198q 3119ro N291s •s OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Anohon®t.V WL O,C.t stmxw(m Met)C6p(F10.2) 480 6n 7901a WA WA WA WA Seo ma NIA wa wA WA VA 8B2 ma 8B6 axi lim be CAPACITY(FROM THE TABLE)OF THE SELECTED e Atmlgn�7wm.muI l2)MAN%CUP f Vii.U) TSOM 7a0 ma B809m 75BO9m 5898913 6a wo 5W 9xi WA 7W me 748 ms --W-PA- 18.92 W3 682MS 685me 5120 Me MULLION.IT WILL YIELD A MINIMUM ANCHOR 9 Arolmn Q)0.64.6en O.C./Uglp,11.100•Aken.(F72.4) WA WA wA WA WA WA WA WA WA WA WA WA WA WA 990 ms CAPACITY WHICH MAY BE USED TO QUALIFY 1 Matlm 7 F1mp(Ftp.5) 195 In 195 ms 225 roe 'T1s 1s b22 Bn tai Bb 540 ma 171 ms 370 roe 167 me 332 ma 47310e 170 W nt me 280 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arm0ma 1.16.1/1.O,CtF4Tg(Fg.B 240 ms 35007s wA WA WA WA 180 mn WA WA WA WA WA 341 Ibe N2ms 5110 tla ANCHOR CAPACITY TABLE. PRODUCr REVISED a7 cornp(ymg with the FIlx11Ll Building Coat Aeaptmte Tb FIGURE I: FIGURE 2: TABLE NOTES: 1'2b0• plreft Date • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION MI Dada ploducl ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. i i l t 2)LINEAR INTEWWLAIMIOBEIFW13ENMULL LERGTRSANt7/QROPENING WIDTHS ISALLOWABLE. \`�� .(LYNN FIGURE 3: • • • • • • • • • a�`•,.•41pENSE '•.Fn ' 3)MULLION AIOQMULLI 1 0 Opl.E.FOR EXACT DIMENSIONS,SEE 3.260° ANGLE SHEETS 21-23.FTC�ES I*EE 11L 0111 TA F 4FOLLa01�(WG DIMENSIONAL RESTRICTIONS • CLIP MUST SHOWN ON SVWTS 2439•FIGUVO SHOW SUOGEDTElk6PPROXIMATE HOLE LOCATIONS, 58745 ® BE USED IN PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND a II'' fl�_- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •100 =.•4 •• N( $'W U.!` FIGURE 4: FIGURE 6: FIGURE 8: BE PREBSU -T T YELLp)y JOUT RN PINE WATH AN V OF 0.55.ALUMINUM SHALL BE %'� S'tp t:c i' ,. •Ul • 6003-T6 AND UM O�8100'T'�IICIfj STEEL$Tl(pS TO BG A MINIMUM GRADE 33 AND %G.(. Pl.•''• LOA .045"THICK(1i OAUf1E).8TRUC3i1RAL�TEiL TO BfiAT•F148T AE6'THICK AND A38.Ail ,�'1 '• ••••' ;``;�� 126'X 325'X.100• �S ANCHORS WTO METAL SMALL E14TENDIAT t3EAS7'3 SRREW 9HRLADS BEYOND THE MATERIAL. MULLION 'r 7 SUN�••`' 7)10&#12��HORANTO WOOMMY ft SREEL,18,8iS$.ORtie S.S. A.C�Nhl MILL2FZ,P.E. FL P.E.968705 • •♦ •• • • • •• •• TABLE 10A 7; Mu01on Oepac Tabk pbsife) OpenIng YLtdth(•rvertice*spanrk*mtcon9)oropening Helght(forlmftode9!•9Patd m1c0a9) 50 N Sala loin 80 N 90 m 100 in t20 to 1401. 1606r 126 x 325 RKmmguler Tfwrfi n ReCeW. Troplyde.g. Red wouter rrop'rden9 itecl-gnwt T.Oft g. aeaaWAI rmpJrdeng. ItoaSgde, Twffdeng. Reaengoitt rroprtden7 R4c1en0ul.r rreprdm9. lieclaing neo ft.'s g d Leedmg Lading ladeg Leedag Loft Leedm9 Lecdeg Ladrg Ladeg L..ev Leedfng Laedig Loaft Ladino Lovdlg L.6n9 Loed6r6 Loedhg 6� Alum.Tube ,,,��&••• '��a � ,Ca E ��.a. aa.s. N Tit ! r Im x.624 Nuaz a � 421. 770.0 670 170.0 436 170.0 744 170.0 418 170.0 658 170.0 508 1700 980 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1480 170.0 621 tt80 1736 1700 521 110.0 1909 M1TO.0 621 W 48Ia 170.0 708 M170D b2! 170.0 860 170.6 6B! 170.0 992 170.0 630 INA 1133 170.0 651 170.0 1215 170.0 871 170.0 1417 170.0 680 170.0 1700 1700 680 1687 1919 1700 480 148.6 1978 170.0 860 60.676 in 776.0 717 170.0 683 AOA 996 170.0 631 170.0 1046 170.0 684 110.51 11SS 170.0 723 170.0 1315 170.0 711 170.0 1491 110.0 768 170.0 1793 110.0 768 162.6 7W7 170.0 768 133.5 1077 170.0 766 $ 0 SI In N. 707 170.o 112 170.0 6S6 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 603 tt0A 1434 1700 037 170.0 7697 170.0 866 168.0 1759 170.0 861 134.1 1769 170.0 865 117.3 1769 tt0.0 961 M 801. 170.0 895 170.0 701 170.0 1069 170.0 197 170.0 17.09 170.0 878 170.0 1417 170.0 81! 161.1 1611 170.0 996 116.0 1611 110.0 1033 120.8 1611 110.0 too 103-6 1611 1700 1063 80.8 1611 170.0 1063 63in 170.0 830 170.0 716 170.0 1118 110.0 850 110.0 1302 170.0 940 168.6 1370 170.0 T.13 1370 170.0 1070 126.3 Ism 164.0 1082 INA 1970 165.9 1072 ISI; 1370 1663 1070 78.3 1370 165.3 1070 BB In 170.0 9T/ 170.0 7� I70.0 1169 IMO 903 166.6 1249 170.0 1002 1362 1249 168.0 1218 107.1 1000 108.9 1218 139-0 889 90.8 1219 130.0 979 718 /2/8 128.11 976 68.1 1248 129.0 976 y�' 72 in 167.8 INS 170.0 078 139.9 1049 1682 892 119.9 1018 132.1 816 1018 7016 118.1 1049 109.7 840 93.8 1049 102.1 038 89.9 INS 98.982668.91019 91.2 820 62.4 1018 81.1 820iiTB is 112.7 841 tl9.f 972 1189 911 178.0 005 101.9 851 1119 791 89.2 841 100.0 841 91.7 766 71.4 911 83.6 747 683 841 r7.6 7N 61.0 951 74.0 737 44.6 941 733 730 DRZ 781. 132.0 991 137.8 783 170.0 891 1189 767 913 891 102.4 763 67.5 891 91.9 89! 81.1 730 68.0 091 783 721 65.0 696 70.7 707 47.1 04 87A 701 41.3 894 60.1 888901. 85.8 611 BB.i 698 71.8 871 71.9 505 81A 611 86.3 676 63.7 871 682 671 52.8 668 43.0 671 498 661 we 671 43.1 639 30.7 Sfl 39.7 537 20.9 077 37.0 678 881. 70.9 590 72.8 627 59.0 690 61A 610 50.8 590 53.1 509 41.3 680 17A 602 983 590 43.0 494 35.4 680 39.6 489 29.6 690 343 471 25.3 ON 318 469 at 590 28.8 461 l.. N��cc O vi 1081. 49.7 466 608 42I 41A 466 426 414 35.6 466 37.1 108 91.1 465 32.9 402 27.6 466 29.7 363 24.8 466 21.1 391 20.7 OW 23.5 382 AB 466 21.7 376 16.6 461 19.8 370 1111. Ib.B /11 46.7 400 382 441 999 393 32.7 411 94.1 387 786 Idt 30.2 382 26.4 411 272 376 22.8 411 24.8 372 19.1 441 218 363 16A 441 19.3 356 14.3 M1 t7.8 351 X Ll 170 In 383 37B 36.9 344 382 378 31.0 339 26.8 310 288 331 27.7 318 23.7 329 20.1 378 213 J76 181 318 18.6 321 16.1 378 18.7 311 1q rA (n Win 2L0 762 212 242 178 252 17.8 239 15A 2s4 153 236 V H Q O 0 Q r TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: MaMrCapa4dty Table(ms) ANCHOR CAP.,,, sMafra<e. 2.7kMnct2e 15a cam. N48owc51u r1ow Mu PTWON glad (DP_)X( ANCHOR CAP_ BIB EfN V41 SS Isco WIVE190 VVS90co masted 61291eef w2stem MULLION AnehorCgpPettems AnchrlWe: WSIscoUlmeon VeMoumaon umadon &tBocounlecm vTF8:oU5meon a1 uemcae p,BO Q scme(cs)scre7(e1bT straw USE THIS FORMULA TO OBTAIN THE'ANCHOR FAOo adtmce pn) r 2-iI2' r 2-vz etre• t• 2-v2 t• 2-v2' z 3-inr 7 DAV asP 0.3W CAPACITY REQUIRED'CORRESPONDING TO AN F-mi5a11da1 7ar4• Isla• 15/4• ta`4' r 1-v4• 1-va• 1-v4• t-va tJU4• alfa• 2' tyre• 1srB rates ACTUAL PRESSURE REQUIREMENT FOR THE 2An4109®4.7864Noc.tSt9rdaaoroxu4C8p(wg4 9s 3BDme 450 MJ Beo>5 'BUMS 2709m 280 b6 9946• 74x190 37409 8B4m 979m 94105 442 ms L80m4 OPENING,(WHEN IT ISLOWERTHANTHEMULLION 4 ArcIxM9®1.t-ben O.C.I stamen(orClam)c5p(Flg 2) 490 MJ 70D mt NfA WA NIA NIA 980 m NIA wA wA wA wa 682 Ms 888 me 112095 CAPACITY(FROM THE TABLE)OF THE SELECTED ad 01.15 3•MVc O.C.J(g 216romellaCUl I;L 780 MS 78005 MRA 568003 t8B61Ds 6000s bsD an NN 760198 749 ms am a5 Ism M9 6021N SBB OS 1120715 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Ancna9®O.SQ'M10.O.C.1UCHR1rd0.100'ASen.(Fla 41 NIA WA NIA WA WA Net WA NIA WA WA WA WA NM WA 06005 CAPACITY WHICH MAY BE USED TO QUALIFY tArctwI FCBD g5) 196 M9 19605 MMS 445 me e?2®3 1969. 140 b6 177 M9 370198 te79q 532 OS 419®9 17004 221 MIs 780 ne ADDITIONAL ANCHOR OPTIONS FROM THE 2Altclom®1.18 iArc?.OIF 6} 200e 35000 WA N01 WA WA 10005 WA WA WA WA WA 341 M4 44204 66005 ANCHOR CAPACITY TABLE. PRODUCT REVISED us complying With dw Plorlb uuildingCode 36„b21$.b� AcceptnacOND 1�) FIGURE 1: FIGURE 2: TABLE NOTES: 1'260" Ex lrefiat fte 7 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION • • Mtdm'Dado Pfo411f01 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t 11 t I 1 1 1 I f 2)LINEAR INVAFIbLA 8194w6N V(tl.J6LE§GT:S lY MR OPENING WIDTHS IS ALLOWABLE. ;��n� V:....,41�(( FIGURE 31. so a :��.•'1cf:NSF '•.`Q ANGLE NO 3)MULLION A a MULLIM::;L1YS SMONNV PRE wwwo SOl1LE.FOR EXACT DIMENSIONS,SFE 3.260' CLIP MUST SHOWN ON STILETS 2R-tPFIGURES SHAW SUSGLSTEfI!APPROXIIMATE HOLE LOCATIONS.JCTIONMENSIONAL RESTPS No. tl lOG BE USED (� IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL .�•'U $ (r7 FIGURE 4'. FIGURE 5: FIGURE 6: .�4• :•yC) TL ,�U� BE PRESSURFTREA7ED YELLi)M�OUTMERN PINE WITH AN�OF o.s6.ALUMINUM SHALL BE •. r �•��. . 6063-T6 AND BEAMINIMUM OF4100•TTIIC STEEU%TdDS AMINIMUMGRADE33AND C .,,lomoD .(.^ • • 046'THI jj'{'�GALU1Q�dE).SIRUC'LU�LTL Tp BE Q�. THICK AND A38.ALL �'��s`t/(-)...., t.��,. $ ANCHOR INTO ALIDE SF)'ALL E� NI[�=ggT FAST 3 SC W F J10S BEYOND THE MATERIAL. 1.26'X 3.26°X.82.0• 1f (� •-• .t� *10&R12f1�rHORSI TO W004MAY BF•STEEL,1W.S.OR410 S.S. MULLION A FL P.A.#687,P.E. � FL P.E.q 68705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11A � MuDlon Capadty Table 1619.711') Openlnp Wdth(brmicely-spam"muMmore)orOpening melpht(brhalizortetyspwWrIn mdbns) LcG 1, 701, 80in 601a 90b 100E 1201, 1101, 1601, 60ffi p 1269.384 Rfrun d. Treprrdaig. Rednrgder Taplydag. RecWW"? Trepfrda9. RecNspoIv Tap'rd m. Reden9dar Tieprtdanp, Redergdm Tmpfrdag. RedwVAw Tmp'rfLg. Redmodar Tnprdanp- Recl9nph, TtapTdmg. o kR: LofSmp L-ft Lacing Loadmp Loadfn9 Load" Loaanp Loaan9 L.-F-9 Loading Ladmp Londig LoedOS L.r.9 L.24Loe45g Ladmp L9adsg 9..e24 � Alum.Tube Mir, .. '6.. .. '� '�_ '� '�,. 'e .. '� .. '� '5.. '� .. -. �.. '� '�.. .. '� e ��. NMullion � � � � � nU .a � � a "In 110.01 670 00.0 436 170.0 711 170.0 478 170.0 860 570.0 608 170.0 992 170.0 619 170.0 1116 1780 521 170.0 1240 170.0 621 IIIA 1488 170.0 521 170.0 1116 170.0 521 170.0 12M 170.0 621 IBin 170.0 706 170.0 57A 170.0 650 170.0 661 170.0 982 IIIA 890 170.0 1133 170.0 �1 170.0 1276 170.0 877 IIIA 1417 170.0 88D 170.0 17m 170.0 600 170.0 1883 IIIA 680 110.0 2%1 170.0 680 W SIM in 170.0 747 170.0 589 170.0 NS 170.0 631 170.0 1056 170.0 884 170.0 1196 176.0 723 110.0 13/6 770.0 747 170.0 1494 1100 768 170.0 1793 170.0 760 11" 2092 170.0 766 170.0 2381 170.0 766 g � 641" 170.0 797 INA 612 170.0 966 170.0 691 00.0 1116 170.0 761 170.0 1276 110.0 603 170.0 1434 00.0 837 t70.0 1594 170.0 850 170.0 1913 170.0 861 170.0 2731 170.0 661 4�2 2103 170.0 981 co [CS m M so in 170.0 085 170.0 701 170.0 t0S3 170.0 197 110.0 1240 170.0 078 VOA 1117 110.0 904 00.0 169/ 170.0 998 170.0 1771 170.0 1033 170.0 2126 170.0 1083 149.3 2163 170.0 1083 129.0 2163 170.0 1063 (p J 8319. 170.0 930 170.0 7/6 170.0 1116 170.0 860 170.0 1X2 170.0 940 170.0 1496 170.0 1015 00.0 1573 170.0 ISIS 170A 1859 170.0 1122 166.9 2060 170.0 1169 1346 2050 170.0 1171 117.7 7060 170.0 1171 � W9. � 6pin 179.0 914 170.0 789 IIIA 1169 170.0 80.1 170.0 1360 170.0 1002 170.0 1558 170.0 1066 170.0 1753 170.0 1165 170.0 190 170.0 1210 1430 1966 170.0 1276 122.8 1968 170.0 OBS 107.2 1966 770.0 1286 Z N z ppp� y�y J 721n 170.0 1061 170.0 916 1100 1275 V8.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1778 184.1 1734 170.0 1316 136.7 1734 1688 1966 116.8 1731 166.9 1384 99.1 1734 160.0 1362 867 7731 160.2 1352 �• 761, 170.0 1171 IIIA 631 170.0 1346 170.0 7080 188.6 1550 170.0 1209 147.0 1566 7652 1705 131.1 1666 1616 1266 117.9 1669 161.3 1261 983 1656 128.3 1278 941 1666 112.3 1218 71.7 1666 121.2 1216 ,�I lrliz 761a 170.0 1151 IWO 987 170.0 1391 170.0 1116 7569 1471 1613 1245 136A 1477 152.0 1224 121.2 1477 139.1 1208 INA 1411 129.5 1191 80.8 1477 116.9 110 71.9 1477 1102 1169 68.2 1477 =3 1164 91 1120 1570 146,6 906 118.4 11 t0 123.9 988 1016 IIID 107.6 961 80.8 1110 95.3 936 70.9 11110107.6 971 71.0 1110 80.1 910 592 1110 713 891 60.7 1110 65.8 670 41A 1110 b2.7 Bio Zq Q 6p 861n 117.0 016 12x3 672 076 Sid f01.6 666 83.8 876 883 842 732 975 785 620 66.0 916 712 817 686 916 66.4 SOT 49.0 976 67.4 TSS 41.8 976 623 776 366 W6 493 167 F, 1091, 622 771 64A 698 9e6 711 70.7 095 68.7 77t 61.3 674 61A 771 54.3 684 461 "1 49.0 S66 41.1 771 44.9 647 34.3 771 30.9 032 29A 771 3S.0 621 26.1 171 32A 6t2 � �� ..0 111 N 76.7 730 773 661 63.1 790 65.0 050 66.1 730 683 040 473 730 46.9 631 42.1 730 46.0 871 97.9 730 41.1 B/1 316 730 188 600 21.0 73D 319 689 23.1 730 286 601 wIn 69.9 624 61A 669 49.9 624 612 689 420 624 44.3 652 37S 824 30.2 644 333 674 303 6W 30.0 624 322 WI 26.0 624 77.7 619 21.4 87A 21.8 600 19.1 624 716 641 K N y 1611, 31.7 433 36.1 400 28.9 433 29A 395 24.6 133 26.1 390 71.7 133 72.1 306 10.3 499 20.0 361 11.3 !93 182 VIA O O TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCa cityTable(6s) ANCHOROAP.,e,, $$ Su6flmle 27k cmcnle Mcau. Nolk77 WU FW84CMU PrWaOd Ntsa (DP�)X( )=ANCHOR CAP.,,• 5ry6+p00 114'8SEko 8116'EkO UrSSEI 9.10S1eU 9128red 612 Sled MULLIONCAP.,,m,,,, AnehorCOpPeNems AmhwTpe 31t6'13mtlS+eem vrlticouuecm uemem 3n5acou6ra:m vrEkounlscm AHPWd, Utmcm AgOnt cr Screw(a5)jSCM(O5) SOre9(Gb) USE THIS FORMULA TO OBTAIN THE*ANCHOR 11098 ammo 11 2-lir r 2-IPO 3.118' I. 2-VP r 2-Ur r 3179. r 0.49' 1 0.5r 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Em0ear1ml n 19.4• Tarr taa• tar r Vile 1-11r 1-v4' 1-11'r1.119.• 144 r Ia8' tare' rams ACTUAL PRESSURE REQUIREMENT FOR THE 2 ArxhaS 0/.TS MIM O.C.I Sleldada cap pg61) 960 On 690 ms 4600A ego lm 16445)9 77 W 280 Me rof 740 roe W49n 66409. 51698 301106 442oS 580®9 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AMbM 01.15 Sill 0.9.1 BlagaN(6r OIBMCF9IRS 2) 48D Dn 7m Its WA WA WA RIA am 9n NIA WA NIA WA WA 682 Its BBb 108 t12D 9S CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amtm @WLINO.C./M SAr&C"t(Rp3) MOO 76D ft SW WS 15W Rs INS tbS 54OMS 6BOae NIA mu 74Bms SW 1692 mo 6e26n B869n I17okB MULLION.IT WILL YIELD A MIN[MUM ANCHOR 4Aneaa9®0.64'MN.O.C.f UCOp,1,10.100`ARM o-7¢4) Na\ WA WA WA NIA NIA WA NIA WA WA WA WA 141.0 WA 12W®s CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arkna7 MIP Ftp 5) 19699. 195RO 2259n 445 k9. 62209. 13501 14059. 177Off WOWa iWms 332 mf 473 ns 170®9 221 WS IBB AIS ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anelna 1.15 MR O.CJF 99 24001 366 m6 WA WA WA WA 180®9 NIA WA WA WA WA 341 PA 442 to 660919 ANCHOR CAPACITY TABLE. PRODUCT RBVISBD .c p1yin8withtheFlorl• 1.2t�, Reildilfg COde�(p.p'yi$.O FKIURE 2: A9« FIGURE 1: Ma� TABLE NOTES: IIxpim'an I)91aQ.D2� • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION NtI abpgdg pmdlleC ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. (tl lllill 2)LINEAR INTV"LAtI8 jSE"r j(jt•LEt-Tt35 AVI%QR OPENING WIDTHS IS ALLOWABLE. �� j{INNIV FIGURE 3: • • 4� • • 3)MULLION AAWAULLIC*ZLIr�S S:OV&A•E�&A*LE FOR EXACT DIMENSIONS,SEE 3-�• X �- CUP MUST SHEETS 21-23.HC&ES TO RE OFILI ANGLED W 716E FELOFOLLOWOVG DIMENSIONAL RESTRICTIONS • BE USED SHOWN ON SEWTS 21P-MMIGUPM SHOW SUAGE*TED RPPROXIMATE HOLE LOCATIONS. �j No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORMBE PRESSURr•TRWAFW YELL@W SOUTHERN PWE MYTH AN SID OF 0.65.ALUMINUM SHALL BE TO ACI 301 SPECIFICATIONS.HOLLOW AND _ Lt GROUT-FILLFJI CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G80.WOOD SHALL ) � �� 1L1= FIGURE 4: FIGURE 6. FIGURE 8: 824' •,, ::ink • . 6063-T5 AND BE A MINIMUM OF RIGS•TMICIOSTEELGTUSS'D BRA MINIMUM GRADE 33 ANDUsl1t)p:••' ('j;� • .045'THICK(10 GAUSE).STRUCTbRALSTEPL TO BL•I�T E-A THICK AND A38.ALL ��`•S' " ' Cl • ANCHO IRTO ME -f ALL E Nd�LT�A�f 3 SC W�DS BEYOND THE MATERIAL. tS�C) • #10 S#12 (44OR O WOO Y EEL,18��. .O 41 S.S. 1.26"X 3.04•X.624• A.LYr�M MILLER,P.E. • MULLION FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 12A ® � Moon Capacity Table ibelltt OpenIngWidth(for veru oallyspardMm8fons)orOpeningHetgM(torFa>imrdaA varalmmullonsI1 wN 80 In 7048 BON 901n 100 In 12048 4848 too in 1IQ O lteamr9tder 'aeyrMm,P• Rectangular Tm I4eotengelar Trepfltl•g. Recle>�de+ TmpRder81. Renlm,guiar Trop 9. Raofapdar Tgpmanp. 17eofa,gdte Tt1010fang• Ra0i9npdar Toptfdmig. Rxlvpuler TrpfTdeng. 4 qty Loafing Loadr• Lcad,g Log" Lowing Low" Wagon Loafing Loaning Loadh9 LesdOg Load" Loafing Loed48 t•adn9 Laedr,g Y b 2 x 4 x 38 L08 ung FH 0.'Alsurt.T 1!Mu8loea Z u N 170.0 820 570.0 {3S 170.0 748 170.0 478 170.0 886 170.0 809 170.0 992 WILD 819 170.0 1118 170.0 821 170.0 1240 170.0 821 170.0 1488 170.0 621 170.0 1736 170.0 821 170.0 1983 170.0 621 48N 170.0 708 170.0 624 570.0 5w 170.0 5B/ 170.0 892 170.0 830 170.0 1133 170.0 851 170.0 1278 170.0 877 170.0 1417 170.0 Ow 170.0 1700 110.0 680 170.0 1983 170.0 880 170.0 2287 170.0 BBD ? � some 1. 170.0 7p 170.0 683 170.0 898 170.0 831 170.0 1018 170.0 848 170.0 1496 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 768 170.0 1793 170.0 7118 170.0 2092 170.0 Tw 170A 21M 170.0A7W6148 STOA 787 170.0 812 170.0 868 170.0 891 170.0 7118 170.0 761 170.0 Ina 170.0 603 170.0 t/34 170.0 037 170.0 1694 1710 668 170.0 1913 170.0 BB1 170.0 2241 170.0 881 170.0 2860 170.0 mwN 170.0 555 170.0 AM 170.0 1089 170.0 787 Van 1240 170.0 STB 170.0 1417 170.0 948 170.0 1881 170.0 888 170.0 1771 170.0 1033 17x0 2125 170A 1083 170.0 2478 170.0 1083 180.8 2880 170.0J8348 170.0 ON 170.0 745 170.0 1118 170.0 am 170.0 1302 170.0 810 170.0 1488 770.0 10111 170.0 1873 170.0 1078 170.0 ION 17U 1122 170.0 2231 170.0 1189 188.7 2663 170.0 1171 145.0 2653 170.0 B9 N 170.0 074 170.0 lag 170.0 1169 176.0 90:1 170.0 1384 170.0 1002 170.0 1868 170.0 1085 170.0 1763 170.0 1165 170.0 1818 170.0 1210 170.0 2338 170.0 1278 161.9 2437 170.0 1248 732.0 2137 170.0 1288 z �. 7248 170.010631170.0 878 770.0 1278 170.0 1009 170.0 1188 170.0 1178 170.0 1700 170.0 1728 170.0 1913 170.0 1315 1".0 2126 170.0 1387 148.0 2184 170.0 1488 124.6 2148 170.0 1628 1091 M84 170.0 1830 79 In 1TOA 1122 170.0 837 170.0 1348 170.0 1080 170.0 1570 170.0 1208 170.0 1704 170.0 1322 188.1 1980 170.0 1421 148.6 IOW 170.0 15M 123.8 1880 lem 1818 108.1 INC 148.0 1636 92.9 1080 1627 1631 � 78 N 170.0 1101 170 957 170.0 1381 170.0 1119 170.0 5811 170.0 1250 170.0 1482 170.0 1348 1027 7681 170.0 1414 137.4 iNt 183.1 15M 114.5 1681 147.3 1473 982 1881 139.6 1459 85.9 1881 137.9 7/61 � J •" � win 170.0 1320 770.0 1148 148.1 1398 168.0 1219 127.8 1398 138.0 1198 111,8 1388 121.3 1179 98.4 1396 1102 1192 88.6 1388 101.8 1147 74.6 1398 89A 1122 63.8 1395 527 1148 86A 1398 78.0 1088 BBN 547.4 1229 161.0 1088 122.9 1229 127.8 1079 106.3 1220 1112 1051 92 1228 BBA to" 81.9 1229 89.0 1029 73.7 1220 �A 1018 81.4 1x18 721 993 62.7 1229 86A 877 18.1 1228 82.1 807 fA � Op 108 48 tOJA 971 105.8 577 48.3 8*89.0 74.0 891 771 849 94.1 971 85.4 637 67.8 871 61.6 825 51.8 071 80.6 816 43.1 971 40.0 Tee 37.0871 NA 782 321 871 48A 771 85.4 919 87.3 832 78.6 980.1 BW 70.9 BOB 8 629 791 63.0 918 68.7 764 {7.7 918 81.8 774 39.7 919 48.0 768 31.1 918 0 . . K 76.5 788 76.8 718 02.8 763.9 768 66.8 896 47.2 788 19.4 680 {1.0 788 48.1 877 37.7 788 40.8 888 35.6 788 31A 853 27.0 786 31.0 8 .43.7 1148 482 601 38./ 831.2 618 31.9 491 27d 616 202 488 24.3 618 26.3 479 21.8 618 228 474 181 619 18.8 48/ 18.8 616 772 456 13.7 648 18.8 MB Q N Z O TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnOhorCa act Table ) um CHOR CAP-,a,,,,,,\�ANCHORCAP.- _ Maida CMU rWdCMu PT Wont metal / gtmelmte: 278 Lbnemta 36a Com. ULLION CAP.,,,,,,,, &IVEICO tf4•SSEIco 5116•Ek0 Iff SS r1CD 5t08ted O12sled et2 Stea AnehorCOpPattema Arctorrype 3't6'EIwUOmem UrFleOU0laeOn Unman SH6.13coUAmC1n vrExoutBaeon Al1�� Untetao AgFEWOr Stm•(G6)Btra7(06) Btra7(G5) REQUIRED"COORMULA TO RESPON'ANCHOR REQUIRED"CORRESPONDING TO AN Edge gstulea0n) f' 2-Ux 1• 2-v2' 9110` r 2-1/x I. 2-trz x FFIC x 0.4Vi-w 11 0.82x' RESSURE REQUIREMENT FOR THE Emeeddad ta4• tea• tar FV4 2- 1-v4• t-vr 1.7m• t-vr t v4• tour x tag• 1st' telae WHEN IT IS LOWER THAN THE MULLION zAntt•g®/.76•Ban O.C./elagad orOgef Glp(F1g t6 900 mo 3w 1m 450 gs 890 me 1848 m vD 280 f• 364 819 740166 $7/gs 664 ma me 941 In //2 ge (FROM THE TABLE)OF THE SELECTED 4 Ambw@ 2.80'30n O.G 18t•19m(a peep fitg 9) 740@5 740 a• 488 gs 1485 FA 1424 Bn WA 6w on NIA 69511a NIA No Me WA Osage 8481• 11211101 IT WILL YIELD A MINIMUM ANCHOR SAmb=@1.71•MIA O.G fetanmm(a(1®e0C6p Otg 4) 806 D9 060 768 gs 1945 me N/A _WA 70508 NUl 799108 WA WA wA 1022ms 1S'vme 1680 no CAPACITY WHICH MAY BE USED TO QUALIFY 4Arcro•4 9Mnoc.I(Qa6Ar8bC6psf(Flg6) 7wga am 03 t6w•e lemg6 o atun NIA 7w ms 74885 See Be IBMu 682b 88908 112088 ADDITIONAL ANCHOR OPTIONS FROM THE 8Arct9g9 3'Mm.O.C./aj2B Iacm5f(FlOS7' 1170ms 1170 US 1020819 21400» 2844813 B eb 0a NIA 1110 as 112285 192005 79986 1092108 1927 gs 16w 0a ANCHOR CAPACITY TABLE 3Arctlus®1.3r Min O.C.f u-0 a0o.126•mM lFtg 7j WA MIA NIA WA tlai NIA WA WA tvA N/A WA WA N/A WA ?9 PRODUCT REVISED BArcM»4D0.8/•MN O.C.IUC6p,4810.128 Alun 8118 B) WA WA WA WA NIA NIA WA WA WA WA WA NIA NIA WA 21 813 os complying lvlFb gle Flolift 2Ar01o,s 90248"1un O.GJFCwvlg gj 310819 STD m6 316 ge 743 Ma 712071 WA 2w ma WA 948156 WA 44008 WA 34185 664M 660 me Building Codd waa-0Z)a.c 9ArcMro®1.71•MIn.O.C.IFC(ip .tOj 449 819 673 LOe 3R 148 07905 MN NU 9908 WA 9BOIte NIA WA WA 611q 6BA 815 848 mo AeoepteOco NO 3 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. F*61 Date ��) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. B FIGURE I: FIGURE 2• FIGURE 3: FIGURE 4: Producl • • • • • • • TABLE NOTES: ttl(11II11/f/ •• ••• • • • • • •• • • 1)SEE SHEET 1 FOR INSTRUCTIpNSON413ICVG 141E'fJ481�S 4480 SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •• • • • • • ��•' `S,ENSr' '•'F0. FIGURE b: FIGURE 8: 2)LINEAR INTERPOJATIbN jF•TrE1%JIQLL7!V�TH�AI`f70j$PENING WIDTHS IS ALLOWABLE. '.:6705 ' • • • • .250" - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23•HOLES TO BE DRILLED IN /! (% • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 25-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE U 1 7 p IJt • • LOCATIONS. sftirE111° G/ • ••• ••• • • • :C� ' FIGURE 7: FIGURE& FIGURE 9: FIGURE 10: ANGLE�p 4)SUBSTRATES:C�N E SHALL NFO ACI•'�,yB.��S C,�•yIC�QIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '•.Fl ORI... .. • •• • • (FIGURES 5&8) (CMU)SHALL COdFD ASTj.A G9 WO D 1 IAIj BEP'W 8 �F4Ea'REATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. 2•X 4"%.25"MULLION `S�UN A�-1G�•` MUST BE USED ALUMINUM SH4Ll BE 8084 b5 AND BE�yA1N(p7Uy OF.126'TyIC1(•STEL STUDS TO BE A MINIMUM GRADE 33 AND.04W THICK(18 L •• • IN PAIRS. GAUGE).STRU6711NAL S'EEL TO BE AT LEASTl.125•THIW W4ND A3�ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYI�NIN.#5 870 P.E. • •• • • THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18 8 S.S.OR 410 S.3. FL P.E.#58705 ••• • • • • ••• • • • • In • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TABLE 13A ~ Mu8lonCapitally Tab'e etR' • Opening vintmn(forwrfl y9p°M/gmfl0on4)or ening Height(tortlorizorne*Bpm-drlgmdlim) 4 gp N 601. 701n 80In gD In too in 1201. +401. 180 N C RO*Wder TmpfTda* Recwnpda Trepldelg. Reota�pier heFlydag. RacleoBdar TreU/7den8• Recwnow hwIllarg. fteofatgler Treprdeng. RooteoBider hep Tdret9. Reolengula TreP'��9. Rsolenguler Tr.PT�laz+9. Z x 811.28 Lwd g Loedw Lwdaq LOS" Looft Loaft Lowing L°a*w toedk8 loodre Loafing L°a•n8 LwdNg Lwdng 1wd1.8 LwdnD Load g sy muluon Alum.Tube Z1� lc 421. 170.0020570.0434170.0 7M 170.0 478 170.0 688 170.0 BOB48 N 170.0 708 170.0 524 170.0 836 170.0 6114 1100 892 170.0 030 170.0 1133 170.0 881 170.0 1278 170.0 877 170.0 1417 170.0 860 170..0 1700 170.0 880 . . =°0MSIn 170.0 747 170.0 683 170.0 888 170.0 631 170.0 1°40 17°.0 8B4 170.0 1195 170.0 723 170.0 1315 1740 747 170.0 6/N 17°.0 797 170.0 812 170.0 B6B 5740 891 170.0 111° 170.0 784 170.0 127° 170.0 803 170.0 1434 170.0 837 170.0 1684 170.0 866 170.0 1913 170.0 881 170.0 7231 170.0 861 170.0 2640 170.0 881 m H SO N 170.0 085 170.0 TOt 170.0 1083 170.0 797 170.0 1210 170.0 876 170.0 1417 170.0 8N 170.0 7884 170.0 880 170.0 1771 570.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1063 170.0 2833 170.0 1083 40 631. 170.0 830 170.0 746 170.0 111° 170.0 840 170.0 1302 170.0 940 170.0 1488 1780 1018 170.0 1873 170.0 1070 170.0 1859 170.0 1122 170.0 7131 170.0 1188 170.0 2803 170.0 1171 170.0 2878 170.0 1171 B8 N 170.0 974 170.0 780 170.0 1188 170.0 803 170.0 is" 170.0 1002 170.0 1639 170.0 1088 170.0 1753 170.° 1165 170.0 1818 170.0 1210 170.0 298° 170.0 1278 ,70.0 2727 170.° 1288 170.0 3117 170.0 1288 Z g 72N 170.0 1083 170.0 878 170.0 1278 170.0 1009 110.0 1468 170.0 1126 170.0 1700 570.0 1228 170.0 1913 170.0 131° 170.0 2128 170.0 1387 170.0 2650 170.0 1488 170.0 28711 170.0 5528 1740 9400 170.0 1330 :3 d Z 0 78N 5740 1122 170.0 837 170.0 1348 170.0 1080 170.0 +670 170.0 1209 170.0 Vill 170,0 1322 170.0 2019 17MO 1421 170.0 M3 170.0 1545 170.0 2892 17o.0 1028 170.0 3140 170.0 1994 170.0 3889 170,0 7705 vi r TBH 170.0 1181 170.0 087 170.0 1381 170.0 7158 170.0 lett 170.0 121.0 170.0 1642 170.0 1968 170.° 2072 170.0 14741170.0 2302 1740 16°4 170.0 2709 170.0 1700 170.0 3213 I7a0 1777 170.0 3683 170.0 178° � o BON 1740 1328 170.0 t+u 170.0 161M 170.0 1326 170.0 1869 170.0 1498 170.0 2125 170.0 1853 170.0 2381 170.0 1783 170.0 2858 170.0 1916 170.0 3168 170.0 2125 158.0 3413 170.0 2273 198.8 3413 170.0 2381 7 z �I 98 in 170.0 1417 170.0 1232 170.0 1700 170.0 1494 170.0 1883 170.0 1622 170.0 2287 170.0 1784 170.0 2550 17°.0 1852 170.0 2893 170.0 2095 180.0 3188 170.0 2338 137.1 9188 1°9.8 2470 120.0 3198 188.1 2428 N N le8N 170.0 1594 170.0 5108 170.0 1913 110.0 1°47 170.0 ?231 1780 1°70 170.0 26W 17all 2078 184.0 2781 570.0 ?271 14°.3 278f 181.8 2333 123.0 27°1 U0.4 2281 103.8 2781 128.8 2234 92.7 2781 1180 2180 LU X LU 111 N 170.0 183° 170.0 14°4 170.0 1808 170.0 170° 17xO 2283 1780 1832 170.0 2�1 170.0 2149 181.6 2532 1828 2244 138.0 2532 146.4 221° 113.0 2832 128,4 2168 97.6 2832 115.1 2128 65.4 2632 108.3 2086 /Y m N N 12DN 170.0 1771 170.0 1888 170.0 2125 170.0 ISO 1°4.4 2252 1588 19911 535.1 2252 141.4 ION 120.1 2262 1272 1839 10°.1 7262 110.1 1818 90.1 2262 80.8 1872 77.2 2262 BB.B 1838 07.8 7262 B1A idOB F X QIV O O 1MN 128.1 168/ 128,6 1445 704.3 1881 108.1 1428 80.4 18°1 815 1407 781 1884 °0.7 138° 616 16°4 72.3 1373 82.8 1484 65.7 1398 621 18°1 88.0 133° 44.7 18°1 492 130b 38.1 1661 44.4 1283 Q. TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: - � An 4 rCs altv Table ANCHOR M=) AP. �,,, 8ubafrete: 2.7kOxwde 3.5kON& Hoffmcmu FUW CMU PT Wood Mss (Dt?„)X( )=ANCHORCAP.,a, Anoha 1YPlc 3178•Eko U{tream 1/4'Elco UlUeom &la Elco 3118'Elco 12UM. vd'Eleo Ullmo l v0.•s0.FJo• HOR 416•Ewo 1/4.88 Ecco 6to Sled 652 blwl •f2 alae MULLION CAP.,,®,,., AnahorCOpPaltema 1IS"E A>preGata UOreom AgpreOeta 8..stol1#12a(BB) aefew(Cd) USE THIS FORMULA TO OBTAIN THE°ANC Edao Obtenoe(In} t• 2.1/C P 2-Ve 3-va P 2.12' 1• Fir 2• 3.114 2• 0.44 0.84• 0.324' CAPACITY REQUIED'('ORRESPONDING TO AN Embedment On 1aR• 1.374' t•3p• 1.34• Z` t-v4' t•1k• t-v4• 1.1/4• I4R' f•vcFMA tate 1419• Medea ACTUAL PRESSURE REQUIREMENT FOR THE x Amhaa®4.76'Mk.O.C./8tendmdaffi ff1D.td2} 999 ins 39D Ms 46014 090 be 1844 t5a 27014 28016 351Iba 74014 37464 8841ba 34194 44 1e 58014 OPENING,WHEN ITIS LOWER THAN THE MULLION 4AMMre®4.°anon.oc.l alanBad p tFq.3T Teo we Iso ws BOO u0. 17sOtm 3232 ma 6w we 660 nu Toa ws 1490 f5e 746 me t2729�s eez ms 6s91m 1120 ft CAPACITY(FROM THE TABLE)OF THE SELECTED BAmMre®t.Ti•M1..O.G/ebmdam P(Fb•4y 1180 1166 1400Ms /0101s M1a wA wA 940 ten wA 1o861ba WA wA738314 1770 w0. 2244 ma MULLION.IT WILL YIELDA MINIM UM ANCHOR 4 Atwhae 3'Min.O.C.1 R)24 /(Fg.B} 7601 790 fta 69016 1580164 18966, 510 ten 6001164 _WA 76114 716 tea 88011• 802®a BBS ro9 112016 CAPACITY WHICH MAY BE USED TO QUALIFY B Andwre®3.684 O.C.7(21 no Man cUy4110.0.0)• 188016 156014 /9WOftxi 3112014 378214 108066 112014 wA 162014 149864 17690q 7363 fb4 1774W 22406a ADDITIONAL ANCHOR OPTIONS FROM THE 12 Awhae 0l5•Min O.C.IFgx48Ang)o C8p 14.7} 186014 2100 Ws 1460166 37801W WA WA 132016 WA 1600104 WA RIA204614 285464 338014 ANCHOR CAPACIFI'TASLE. PRODUCT REVISED 1.34'Mtn.O.C.IUtlip,Nto.126A6m.lFh.°} WA WA WA WA WA WA WA WA WA WA fvA WA WA 1450 fba re complying with 60 i kdb OA4'MIn.OC./UG1P.kdo.l2S Alien.(Rg.9} WA WA WA WA WA WA WA WA WA WA WA WA WA 288114 f+--2.0011'--•i ""'Ins 16��y�•Q� 2A4oirore®ABa MN.O.ClF0.q.10} 30014 39014 49064 88011• 181864 270Ib4 28081 39414 74016 374184 838 flxi 81°10. 3410• 44216 BB01e AccOpltinm� , 4 Anohae 1.7P 60n.O.C/F (Fg.11} 890 B• 70064 804 w0. 1289164 WA WA 47015 WA 83314 WA NA WA 882[tp 8841s 11201' 250' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: B Mlam lkoduG FIGURE t: FIGURE 2: FIGURES: FlflIIRE 4: FIGURE 8: FIGURE B:FIGURE10. FIGURE 11: 1) E S1 ET tFO.i 'Zf%TIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON • • • • • • • •• • • • jLO IV.S&E E S X44"" R GENERAL INSTALLATION METHODS. ,••,• a • • • • • • •2);.E1RII6TENR8XNT10118ETWEENMULLLENGTHSANDJOROPENINGWIDTHSISALLOWABLE. ,_;r �IGt:NSC '••. e • . .. • • • • • • • • 6.000' 221-123.HIOLEST 0 BE DRIL EDIPS N SHE FIELD FOLLOWING DIMENSIONAL ESTRIIHOWN ARE NOT TO SCALE.FOR EXACT CTIONS SHOWN ONSIONS,SEE S bio.5/3706 - FIGURE 6: FIGURE 6: FIGURE 7- SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,�^7 �/ c V (7 IY- ANGLE �'O `•�(/ 0111' t�l- • • • • • • • • CLUB•• •4)9UBSTRATES:CONlRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ?O'•, y't'ATL'OF ` KFIGUIES OONCRETEaBLOCK ENII�CMl1)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PESSUE TREATED •C• .,/•-(p};tD?.•'�U • • • • • • • • 48-7)• LO S T F2hTP H SO OF 0.65.ALUMINUM SHALL BE8083•T6ANDBEAMINIMUM OF.126° �C4,„''•• •• \ � AT MUST.IGUAF • { K TE LSI UDS� B M 11MUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO ;��P.E.# 870 • • • • o • • I USEDIN• 2•X8'X.25' A.L11IV I41Itt�R,P.E. • 4QAIRSP TIFIRFADBEYONDT E MA ERIA7•.#10&#12 ANCHORSI1lNT WOOD MAE)Y B S7EEIL�,f&8 S3S.OR 410 S.S. MULLION FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 14A ® � MuObn CapacILv Table MM opening Width(Wrlerlicalryapami mtMon9)orOpenIngHelght(fortpd20rLLaa*spaMngmuOlore) <a 601n BO In 701n 801n 90In 100 in 1201n 140 In 1601n O Redelg0im Treyrrlae� R8018f9t4ar T.P'Rlmg. Reofet471tar haprTdang. Redaredar Trent O. Rmter@r4ar Tre rdm R4domw Ymp®r rism. Re"N" Tre Tdmlg. Reelarpuler Treprrrimg. Rectarlpaim Treprrrlma R 116'X2.11" LOWft L*Wm Lo06in8 Load1no LoadNB =Iry •�gg•Loadn9 Lwov Loedre loaft loadlna Loa4Ng LoaOInB Loadlre LoarNg LoaAna L4adam 1oa40p xTubeMulln �' � � �' tS � �' � �' �' �' fill, I 1� 1 1� OD kOp 1 Z 8 0 42N 144.2 628 187.0 428 510.2 626 548.8 418 103.0 828 198.9 414 1p.M1 82B 194.8 411 80.1 62B 134.1 411 721 628 1941 411 80.1 828 134.1 411 81.6 628 134.1 411 4&1 6z8 134.1 415 J W 48 N 118.8 403 10&0 333 80.8 403 947 32S 8&0 403 8&4 320 804 403 81.4 317 IM7 403 78.1 358 4&3 403 7&8 314 40.3 403 78.6 314 946 403 78.6 314 30.2 403 7" 314 60.8�N 823 380 91.0 301 88.8 9B2 79.9 284 6fle 361 71.8 289 61.8 382 972 288 4&7 362 64.8 284 41.2 382 83.8 283 943 36'1 63.6 28:1 2&4 36'1 83.8 283 �.7 3B2 83.8 299 W In 14 In 87.8 37B 74.1 167 88.6 318 84.2 281 4&8 318 67.7 268 424 318 836 283 37.7 918 60.8 280 33.8 318 48.8 249 2&3 318 d9.1 248 �.2 918 49.1 24B 21.2 918 48.5 248 p O BON 4&B �8 63.1 218 d1.2 26B 48.7 214 3&3 288 40.7 21D 30.8 288 37.2 201 27.6 268 34.8 204 24.7 288 394 203 20.8 269 31.2 201 17.7 mm 1.z 201 10 J 83 In 427 234 4&8 200 3&6 234 3&1 196 90.6 234 34.7 182 28.1 234 31.8 189 237 234 2&4 1B8 21A 234 2&0 184 17.B 234 2B9 189 1&3 8.8 783 a BBN 37.2 213 39.4 183 31.0 213 337 178 29.6 213 28.8 178 232 213 27.0 173 20.8 21S 25.7 170 1fle 213 237 169 18.6 113 22.2 187 19.9 22.0 iB8 72N 2&8 179 30.1 16S 238 178 ffiB 162 10.4 178 226 148 17.9 178 20.3 147 188 178 1fl7 148 78N 20.3 181 25.4 140 20.3 181 21.8 137 17.4 181 58.0 138 16.2 181 57A 133 = Z 78N 71-6 162 21.8 133 1fle 161 19.8 131 1&1 162 17.8 in �-- ~ N Q ANCHOR CAPACITY ADJUSTMENT6f p TABLE 14B FORMULA: Anl:harCapao Table@be) CH CAP 81osUBta z. tStkale MCa. 11o04•CNU F6kOCla1 PTWooO MtlA (DP-)X( =ANCHOR CAP.- 6J76•Ek0 ire 88 Eko rd18•Eta V4-SS Elea 910 rted 812 SIee1 SIMON MURMULA AP.,,BTA (/J N axearTylla allrEtcWhBem S/rFlcellman 9116'EkoUmeton 1N•EkoUIllelm AnehorClp Paltema Imraem A4760ata U81a<m n®et+Aor 3'ravr(c6)B'ra�'los) B"e�'1x351 USE THIS FORMULA TO OBTAIN THE'ANCHOR EtIpDlst9rca(ND P 2.17 1• 2.52 9-ire• 1• 2-1x2• 1• 2.171' 2 3-IM r 0.48' Obi• 0.92r CAPACITY REQUIRED•CORRESPONDING TO AN Eennme lar tar lard• tarn z 1-vr +•vr vvr 5-v4• 5•vr 1-vr z +ars' 1aa4A1m1e8 ACTUAL PRESSURE REQUIREMENT FOR THE U O O ntma�9•Wn.O.C.r(2)236At91e CBpsr 1D 7Bolm leo ma Beotm 1Bm eco 1886 roa tim OB 660 ms wA 783ma 748 Its 8800• 1 tW fi82fm am me 14aD mOPENING.WHEN IT IS LOWER THAN THE MULLION QO_ �- CAPACITY(FROM THE TABLE)OF THE SELECTED 4�Ny MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY '3 ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. xI PRCOUCT REVISED SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1 as complying with the Fkdd%I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. nuilding Colo FIGURE 1: Buil nro 0`&-or- •of Expimuma Del 1621 F77- 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. ' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118" M Dade FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ti t r t i l I r r ANGLE CLIP MUST BE USED W PAIRS. f •128° 4)SUBSTRATES�t�N E C A Oy'$$QQ{ ECIFICATIONS.HOLLOW AND GROUT-FILLED �� (4Yi N rtif14 CONCRETE BIj.)CK UNIT( U�LLOtOPA TQ AS�'M C-9D.WORD SHALL BE PRESSURE-TREATED i 10�.•• F••�F ' 1 ��•.' �CBNS 'P i- YELLOW SOUTHERN PIN96V ITM AI*SO40F a56•RYIIMINUI+SHALL BE 6083-T5 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BE ARIINIMUIII GRADB33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.28•X 2.11'X.128•MUWON LEAST.126'TRISK ANS PA.ALLl1RCHORS INTO MCrA0%tALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _'i':;' No.58705 _ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. - - • • • • • • • • • 'Ute'••. �r.oliloC'•-'�C�;' • •• •• • • • • • 7rr ••• • • • •• • a LYtJN1MILLE�,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 15A ® � Mullion Caao TablO M L+^� opening Wid05(toroeNra*spvrcirgm ons)orOpeninOHeight(for hotl2orda*9pernn8mtd- ��• a 701n BON BON 100 In 120N 140N 160N so In BON p o 11eolM¢0er hepnllenBRomMpulu T,a"wQ. R601MB14ar TtWnlare RaeN18det 7mr+TdMB. RmtwWw TWIlIelg. ReMenBNu TreW01 m. RealanB0ler ep"a1MB. RBelMguler TmpRAMB. Rel1M9u5er hepJldM9. by tpednB laednp Loomp L.oa�18 Lowing L.OednB toadq Loaft Lowing LAadmi LwMq LOadnB LoadnB toadn9 Laad� lmdng loadnB l.ladr• b 3,28"30 DEG.AL BAY MULL 11 Ida J 111 42N 570.0 820 570.0 436 170.0 744 170.0 478 170.0 888 170.0 608 170.0 882 170.0 818 170.0 1118 170.0 621 170.0 1240 170.0 821 170.0 1488 170.0 821 170.0 1738 570.0 621 719.1 1740 170.0 821 = x 48 N 170.0 708 170.0 824 570.0 880 1700 684 170.0 982 170.0 830 170.0 1133 170.0 881 170.0 5278 17&0 477 170.0 1417 1740 880 1622 1472 77D.0 880 130.6 1443 170.0 880 1543 1822 170.0 880 a. N 40.828 N 170.0 70. 170.0 883 170.0 889 1740 631 170.0 1018 570.0 684 170.0 1195 170.0 77J 170.0 1345 170.0 747 1642 1443 170.0 788 138.0 1113 170.0 788 117.3 1443 170.0 788 1028 1443 170.0 768 W O 641. 170.0 787 170.0 612 170.0 888 170.0 881 170.0 1118 170.0 744 170.0 1278 170.0 803 180.4 1383 170.0 837 144.3 1385 170.0 864 120.3 1353 170.0 881 701.1 1363 170.0 681 903 1383 170.0 681 7 m N 69 N 570.0 Glib 170.0 701 170.0 1003 170.0 707 107.0 1218 170.0 678 118.4 1218 170.0 BII 129.0 1218 189.0 858 148.0 1218 1621 974 07.1 1218 148.1 913 83.6 1216 148.1 913 78.1 1218 148.1 BU I� W j B3N 570.0 830 170.0 744 170.0 1118 170.0 860 189.2 1160 18&8 03 531A 1180 M163.0 811 11&B 1160 N1A 888 108.1 1160 1343 BBb 87. 60 1211.7 671 78.5 1180 1282 870 88.7 1160 1263 870 , BBN 170.0 874 170.0 789 15[.i 10{8 18&8 881 130.8 1018 146.0 884 114.9 1018 133.1 860 101.8 1018 123.0 839 81.1 1048 11&B 830 782 1018 A 821 84.3 1048 1082 618 87.1 1048 108.2 818 140.0 880 147.11 784 117.4 00 12&0 748 100.0 840 110.8 734 B&0 880 100.0 772 763 BBD 820 712 744 880 883 703 b&T BBD 783 61x5 00.3 880 7&6 888 44A 880 78A 888 78 N 119.7 780 128.1 880 89.8 780 108.4 878 85A 780 933 883 74A 780 8&e 882 8&b 780 78.8 &J 68A 780 71.7 834 48.8 780 88.1 824 42A 790 821 819 37A 780 81.8 B1T } ` d' 7BN 110.8 760 118.8 867 82.3 780 88.1 844 79.1 780 86.8 812 69.2 780 77.1 621 81.8 780 70.8 812 0 �.7 808 480 780 8&4 W4 38.8 760 BB3 888 34.8 780 84.8 688 �j m BON 721 881 74A 600 80.1 6BS 82.0 481 61.8 883 84.8 489 45.1 683 48.9 178 49.1 681 44.{ 488 3&1 883 49.8 1821 340 083 383 482 78.8 881 33.3 444 22.6 b83 31.8 412 N Lu Lu o BBN 68.4 488 111.1 443 1&8 484 61.8 435 17A 496 44.8 427 37.1 495 39.0 421 53.0 1� 38.1 416 28.7 496 333 108 24.8 196 29.1 400 212 496 28.8 384 58.8 496 26.0 380 N tOBN 11.7 391 128 383 34.8 381 38A 348 29.8 391 91.1 342 28.1 385 27.6 337 232 991 242 333 20.9 391 22A 328 17A 381 19.7 321 14.8 181 17A 318 LL 111 N 38.4 370 382 394 32.0 370 33.0 330 27.5 370 78.8 328 24.0 370 28.3 320 21A 370 22.8 316 193 370 20.8 312 111.0 370 18.5 305 Op 120N 30.4 317 3D.8 289 28.3 017 2&0 264 21.7 317 72.8 280 18.0 317 59A270 1&9 317 17.9 273 Q M z 0 0 0. IM N 17A 720 17.8 "437 '� ANCHOR CAPACITY ADJUSTMENT FORMULA: a TABLE 15B An or al Table a ANCHOR UP. AP„a,,5, 1k6olr adu Fded CMU FT Nbod Metal (DP)X( )=ANCHOR CAP.,", 8BIe0ele: a.7k CMerete Cora. MULLION CAP.,,,,,,,,, y1Ir p44 114"BB Eko 6118•Eko 154'8S ElcoW02 Bted 0128tw3fie'EkomtrecM if4"Eko 101rxm tramn 3118•Eko wu!!a1 114•Eko t60aoon AgaeOetar AVeGalor 8w P51 80"(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCOp Patterns CAPACITY REQUIRED°CORRESPONDING TO AN 2.557, 3.11w t• 2.112• r a52• Y 3-1x6• 2' s4• 0.374• ACTUAL PRESSURE REQUIREMENT FOR THE 1-44" 7 .38' ale! THE 450165 690Bp 1700od aro m 280I>m 964s7 Iea 720 rBa 94e 9,e 2 ms CAPACITY(ROMITHE TABLE)OF THE SEL4 CITED bArohae 780 N5 7808• 7908n 18701h6 BIO 165 66016! wA 1520 ma 74B lb 88016s 1897 i6s8816! 7120@56Aalnore023VMN.oA.fl�nsas5labs+�t9.37 n2olm 512D1be ebelm nlslls 775190 wn edom! wA 1�9a wA 797om! wA e7D0 5esol6s CAPACITY WHICH MULLION.IT WILL YMA BE USED TOQUAL� ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED 03 mmply1m with the Flo" BuRdiFIGURE 1: TABLE NOTES: Amptlg Code AcaeptMce No t6-o'bi8.03 hal 1»315 9.021 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Mi fJad6l+m 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 511 i till I(f FIGURE 2: •• ••• • • • • • •• `` C(� 3)MULLION AND MULLION CLIPZ SHO WN A��L'j4,',,o$3v3:A0l DIMENSIONS,SEE SHEEfS 21-23. a1�•'' t:IdSF HOLES TO BE DRILLED IN THE FIV FOL IN I S SHOWN ON SHEETS 21-23. 30<_ �'FIGURES SHOW SUGGESTED,APPQOXI HALE .• • • •• e•• •• • • • •• 3.250" 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 7 ` FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G9O.WOOD SHALL BE PRESSURE TREATEb ://.f )) : L� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-76 AND BE A MINIMUM OF.126" :.U y f 111,( f✓U_ • • • • THICK.STEEL STUDS TO BE A WINIVI 40RADE"D AV'THICK(IWUGE)•STRUCTURAL STEEL TO BE AT 39•BAY )� 5(f/AYE F 4.f` LEAST.126"THICK AND A36.ALL ANC61ORS INTO METAI.�HALL EXTEJID AT L6PAT•3 SCREW THREADS BEYOND MULLION {n` •..FiOR10P:•'��j • • THE MATERIAL#10&#12 ANC14ORS INTO WOOD MAY BR STEEL,16.98.SDORd1O E.S. '. E"..`�........ ' ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. • •• •• • • • • • ••• • • • 000 • • A.L1(NN MILL'EtR.P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE16A Mullion Capachy Table sMtx Opening Width(forty mace 7-sparIII mullets)or Opening Holght(for holt lekapaniling mdlore) N^ 601n 801n 7013 6013 9013 too In 120 N 140 in 100ln19 Reelmn9War TLaPcidea9. ReNetgdar Tm}JfdeM. Rectsoguler TreNmm•9. Reetonver TWdo g. R-wW der T,�WT 9• Reclengular TrepTderng. Reote w TrWTdwo. Rectangul Trap7Tdsm' Rectangular T luedw 6 4 u 3.26"45 loe&cg Laadne Lowing Loafing LoaBre Landoll Losft Leafing Leadro Loadtg Lwdn9 Loads• LOadog Lmdr® Loodn9 Lwft Lofdr• ag BAY MULL pp� @@� ¢�$ g @� � � �g y� y y$� m O 42 In 170.0 170.0 435 770.0 744 170.0 478 170.0 888 170.0 608 170.0 882 170.0 618 170.0 1118 170.0 621 170.0 1240 770.0 625 170.0 1468 570.0 621 170.0 1735 170.0 821 180.3 1871 570.0 621 48 N 170.0 700 170.0 524 170.0 SM 170.0 584 170.0 BB2 170.0 830 170.0 1137 170.0 881 170.0 1278 170.0 877 170.0 1417 170.0 880 189.7 1837 170.0 880 110.3 1837 170.0 860 1x28 1037 170.0 880 _ o m C4L814 170.0 7/7 170.0 883 1751.0 898 170.0 831 170.0 1018 170.0 684 170.0 1113 170.0 773 170.0 1315 170.0 747 170.0 1494 170A 758 147.1 1652 170.0 750 126.1 1652 170.0 758 110.4 1552 170.0 758 m O 6413 170.0 797 170.0 812 170.0 968 170.0 895 170.0 1118 470.0 761 IT0.0 1278 170.0 80S 170.0 1431 170.0 637 1%.2 1485 170.0 858 ODA 14% 170.0 881 110.8 11% 170.0 081 97.0 14% 170.0 881 0, � lll�� J BON 170.0 685 170.0 701 170.0 1063 170.0 797 170.0 1240 110.0 878 167.1 1309 170.0 044 139.7 1309 170.0 BBB 125.7 1908 IB16 884 104.8 1309 167.5 882 89.6 1309 161.1 862 76.8 1309 167.1 882 11.1 as In 170.0 No 170.0 745 170.0 1118 170.0 850 1628 1247 170.0 910 1428 1247 164.6 803 128.7 1247 1620 985 114.0 1247 1M.9 9B2 95.0 1247 1382 838 B1A 1247 i9S.7 935 71.3 1247 135.7 83S Z fL co 6013 170.0 974 170.0 709 170.0 1180 t7OA 903 14&4 1190 1817 885 128.0 1190 147.9 91S 116.4 silo 138.6 828 1019 1190 128.4 914 86.8 1180 1105 6158 742 1190 110.1 693 84.0 1180 710.1 893 gy 7213 181.8 1010 188.8 877 134.7 1010 141.8 889 116.{ 1010 7272 842 101.0 1010 114.7 028 sis 1010 106.6 o17 BOA 1010 88.8 807 07.3 1010 80.8 799 67.7 1010 87.0 780 5015 1010 87.7 789 IS 7813 137.4 808 119.8 782 114.6 BOB 172.0 778 98.1 BOB 107.1 781 BOA 808 NZ 749 78.3 808 6112 736 683 900 829 729 872 906 74.7 710 49.1 BOB 711 711) 1215 808 70.0 708 � �6 D� P 78 In 127.1 861 132.8 764 tOSA 881 11x.0 730 80.8 681 88.8 725 79A 851 8&8 113 70.8 eat 61.0 703 83.8 881 7615 894 63.0 881 86.1 881 4515 BBt 86.6 875 38.7 681 89.7 872 8013 �.7 618 BSA 574 80.9 816 725 504 58.1 818 WA 584 51.7 848 68.1 648 40.0 818 60.9 637 41A 618 47.0 030 3415 845 41.5 519 29.5 648 30.2 811 28.9 018 35.5 007 � ��Z BBN 8112 688 70.1 508 0615 BBB 89.1 499 4&7 688 51.4 491 428 SM 45.0 483 31.0 688 MA 476 34.1 688 3&1 470 20.4 688 3315 459 715.3 688 30.5 452 21.3 585 28.7 447 N 50813 47.8 448 1815 405 38.8 139 412 388 34.2 449 35.7 393 20.9 448 31.7 367 2815 449 28.6 382 23.9 138 26.1 d31720.0 449 72.7 380 17.1448 2015 361 16.0 448 18150' ❑44.1 425 46.0 365 30.6 425 37.9 374 31.$ - 328 379 77.8 428 28.1 387 245 479 282 382 721 4% 24.0 1&4 {2B 20.7 360 16.0 426 1815 343 34.9 381 35.5 331 29.1 384 2915 328 24.9 384 251 321 21.8 304 228 317 1&4 304 10.5 313 171) 304 1&7 14413 20.2 203 2015 T. 18.8 263 17.1 290 TABLE 165 ANCHOR CAPACITY ADJUSTMENT FORMULA: z AnohorCe 1 Table ANCHORCAP.,,a,, eteiHaaawcmu FEW CI4U PT Mood Mew (D-)X )=ANCHOR CAP.",tWsa1799 Bite oleo u4 aeFoo aro arae atesee ail steel MUWONCA . "„fits Eco USE THIS FORMULA TO OBTAIN THE"ANCHOR &J14 arts'6bo uthom 114•Ekro Umeaon 3146.6b01AL-00 134•£loo tmmom Ag MWM lt- AZOGRtor Sorew tis)Sotaw(05) anew(as) AjAnWahm Pagems CAPACITY REQUIRED•CORRESPONDING TO AN Ednor f• 2-1/C 7• 2-trY 3•va• tzarCr2.12• r 3.115• 2' 9.46• 1.3 0.3'[4• ACTUAL PRESSURE REQUIREMENT FOR THE 1.34• 1.313' 1.34' 1374' ? t-1M• 1-113' t-1M• 1-tl4• t-tl4' 1.114' 2' 7318" 1.318' te+Iea Y6•Mn.oal(2)zc6An9tec6pyltFq•t7. 3Bo9w 3eoss a cs eBONs tTaOma o•a 2Boros 35+ma 7ao9u 374 72o)ba 645sn 37t1w aa2ns 560 ms OPENING,WHENITISLOWERTHANTHEMULLION 3b'Aait O.G/(2)216 Anile mss)(Fl8.$ 700 ro9 leo ros 790 Bq 16700• 2526 B1s 549 m 580 m+ wA 1120IoT4s roe 880159 7892 ros 88211xi 8%Ina 1129 ma CAPACITY(FROM THE TABLE)OF THE SELECTED fi3A'WAo.o./l2)2n6Am1eCspal .37 5520ros t120Iha %eros x246iBa 2254 ms WA Boo IDs wA f05910e wA 1729On PBA 1022 roe tan W3 fea0ro9 MULLION.IT WILLYIELDAMINIMUMANCHOR CAPACITY WHICH MAY BE USED 70 QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED no complying wilh ala FIOdd1t FIGURE 1: 110ildi TABLE NOTES: =Coda�}(ra"o218..05 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Pec Inc Dale 202.1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, By M) r ct 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: •• ••• • • • • • •• t 3)MULLION AND MULLION CLIPS SHOWN AFS NOT 10 SiRAAL..L!FCR ELC?DIMENSIONS,SEE SHEETS 21-23. �� .I\YNN El • • HOLES TO BE DRILLED IN THE 01E(.D FOIIQ�IINOI�IEN�10 fjFySt)Ct1�N:SHOWN ON SHEETS 21-23. .125' 45° FIGURES SHOW SUGGESTED,AP PJ)X H E 10 S. 00 see 00 i' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ fl-: • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6W3-T5 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BEA NIIIQ GRADE�ID.Oq�'THICK(1g�AUGE) TRUCTURALSTFFITOBEAT ,6°BAY ="0.�` $ �` i,�,- LEAST A25'THICK AND A38.AL jAN 0�731NT0 ALS EXTEWID Pj L T3 SCREW THREADS BEYOND MULLION ='P S A,TL OF :•, • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BIiSTSEL,18-W.5ADR610>f.S. '��`�'••.�7.oti\V�:•' �('J-` .01301.E CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. • •• •• • • • • • S!()PJJ ••• • • • •• • A.I'NNEW E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,.000• H1.000•N hd F--1.260•-'i kill - -'1 1.000• r-- -^� r 1.000' �--- -+) 1.000° )-- .125• Io .125' .125' Ir �• a 2.750° 2.750' .125• 3.126° 3.188° IL' .125' .128" ` .126' 2.118' N 2.000" 2.000 .285' L L .125' Z N L 125' 850 376" 31, 500' p F '� T T .000' LL21 Q N 1'X 2"X A26'MULLION 1'X T X.375•MULLION V X 2.75•X.375'MULLION T X 2.76•X.850'MULLION 1'X 3.126'X.6'MULLION 126°X 3.188'X 286'MULLION 1.28'X G063-T ALUM. g 8083.78 ALUM. 8063-T8 ALUM. 6063-TS ALUM. 8083-T6 ALUM. 6063T6 ALUM. 6063-T6 ALUM. 6083.76 ALUM. XSECTION XSECTION XSECTION X•SECTION X•SECTION X-SECTION XSECTION M U) Q 0 icSTSi J }�{r+-.126" }••)�-.12b' --j 1-.126' TABLE A z z I L AHOLE CUP nil Value(In) ForMulllon: zS 130346 LUM. 376 ALUM.2.�, 8083-TB ALUM. 2.126" SECTION 1.826 Z XSECTION 2.000'U-CLIP 1'X2'X.126°W83-T8 ALUM. 126' 2.854,125• X-SECTION 0806 AleMulliTube MulllonT 0.740 126" --1:40•I BB 2 f404 1°X2'X.376° 0 � Y Aluminum F y N 5.5w- HERETO .376' 6.000• C 0.635 Tube Mullion C) Q O O .376" 3.125"- -�{_CREATE F-CLIP.SEE5MIN. E .375'MIN. D 0.400 a `y^ MIN. DETAIL F,SHEET 4 A 1.876 2 .336`MIN. _ __ _ r------- r-------i U CL8 A ------- B 3.000 1`X2.76'° L-------J A I 6063-T6 ALUM. - ----- --- 2X5 ANGLE CLIP C 0.767 .376AIumIDL6n TOPMEW 8063.78 ALUM. D 1.118 Tube Mullion TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST UE WITHIN THE E .460 MITI. 6063T6 ALUM DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1'X 2.76"X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE ZKOLEMUSTUE HOLE DIAMETER:ANCHOR DIAMETER+V18'. B 3.000 •860" SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.476 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion OIAMETER:ANCHOR DIAMETER•1118". SHEETS 6.17 FOR THE TABLE B D 0.836 ANCHOR O.C. DISTANCE.MAXIMUM PGT Patt# 9 2.837 1°X3.125 X PRODUCT RBVISBD ANCHOR HOLE Mull Dimension(Sheet#) "complyl wllhmo FlIwitt' 6.5w •376' DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Clip Angle Cllp C 0 8�i .600'Alum Building Coda 1�0�0?J D .375' MIN. DIAMETER,1116. Tube MUB Acoeptanoo No 3 MIN. V X2"X.126"(6) 88805 666113M 6681118M SM43M N12 D 1.137 p ter D•e 7D2! r- -_-- I _ _____ 1"X2"X.376"(8) 88 888114M 8881119M 868244M A 2.826 1.26°X3.185' lyien Product 1°X2.76 X.375"(7) 86607 688115M 6881120M 888245M B 3.282 X.285°Alum B ••• 1"i(2.76°%O"(81 f16 n 688116M 6881121 M MU46M U 0.862Tube Mull `�`a��NN R the//// -_-!_-- D I •8O837td• 6881116M 8681114M 668242M C " h• 1YX3.1Qti Y.890°(� 1.28'X2.11'1*U'k3.18i"vC.ft(12) B884iMr 8881117M 6851113M 688241M A 1.813 .121"Alum TubeMuB957051.28"X2.11"X.126"(18) 69370 NIA NIA NIA � +/�Ly OFFSET CLIP NOTES: •'�Ir "� .Yy!J:�• C 608378 ALUM. • ••• ••• • • • , •125' I TOPVIEW 1)HOLES TO BED ILLS IN THE FI FOL 0 0 DIM NS N R TRICTIONS GWEN ON THIS SHEET. A C OP •�` 2)SEE SHEET 5.20 R9UGGESTEO,•4P )*dMATE OLBILOfiATIO S R ANCHOR O.C.DISTANCE. • • . . • . • •. • • � .cam.•.......• � � SIC)1I \- ••• • • • •• • A.L'YNMII�iL�Fiff)�'.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ---j 1.000• (.'� -i 1.000• �,,,_, 1.052`•'-I� 74T ® " - 1i I .03' &T 385' i 125" -i i--A25- .M., ' .M125' # 062•. M g .438' JL1 4.000' 5"STANDARDCLIP4.000" 4.000' 2.000' 806378 ALUM. 2.126' 2X8 ANGLE CLO' 2.626° 2.000'121" XSECTION U•CLIP 8063.78 ALUM.I 6W3•T6ALUM. I XSECTION .126" N .126' .126° •125' X-SECTION L g 00 N �� .031' Z Ir.A. i .12v LLI CENTER OF ANCHOR HOLE MUST LIE WITHIN THELU .121 DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE S ,375' '1�� •376' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 0] U) -f HOLE DIAMETER:ANCHOR DIAMETER+111(°. - LU O OO 1'X 4'X.125'1 1'X 4'X.375" 1'X 4'X.378' 5.500• m MULLION MULLION °r-MULLION 6.000' Z 6003-TO ALUM. 8063.78 ALUM. 6053.78 ALUM. 3.125' CREATE F TO •371. 375' 2 Q J X-SECTION X-SECTION XSECTION -375' -CREATE F,SH I ET 4 MIN. N MIN. I DETAIL F,SHEET 4 ' LU t2W .375' Z I r------ -----------i 376' r_______.� CENTER OF 1 I � O 1.250' 1.260' I i i i ANCHOR HOLE I I MIN. t I I I I I MUST UE WITHIN I 1 �' I I 1 I THE DASHED I I J .�- I BOUNDARY.SEESHEETS rM FOR Mor 2.6767E 1 --- I I I THE ANCHOR O.C. -------_i rYDISTANCE. 3 i 1 I I i MAXIMUM O 3.250' 3.250' I 1 I 1 I ANCHOR HOLE I I I I I I I DIAMETEF: .100" .10000° iJ L_______J ANCHOR --___ ----- DIAMETER 6". �( `2 tQ� Q _ 2X5 ANGLE CLIP O .100' 8'4° 4° rt STANDARD CLIP U-CLIP 8�3•TB ALUM. - D'Ar - ;CE�NTEROF ANCHOR HOLE MUST LIE 6063.78 ALUM. 6063-TB ALUM. TOPVIEW .820'h-- I -^i •820'F- '-^I •820'M-- ITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25'X 3.25'X.100' 1.25'X 3.26'X.824' 1.25'X 3.84•X.824" SHEETS 6.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value Qn)For Mullion: Dimension Value(In)For Mullion: 8005.76 ALUM. 6906-76 ALUM. 8006.76 ALUM. DIAMETER:ANCHOR DIAMETER♦1118'. 3,887 4' F 1.938 1.25'X3. - X-SECTION XSECTION X-SECTION G 1.ODO .1217 G 0.600 X.624" 5.600' H 2.680 Aluminan H 1.438 Aluminum 000 Tube 1 3.250 Tuba Mullion 2.661• / •121• .371' .376' F 3.187 1'X47 X F 2.826 1.26'X3.94' 1.377• A '12 1.877• I MIN. -_---1 G 0.767 .376' O 1.125 �Al X.824' -_- __-� r_ H 2430 Aluminum H 1.600hmlimlm "COUCTREVISOD 1 I I 3.000 Tube 8'r I 3.250 e Mullion n complying with the Fleride F 2250 1.25'X328" F 2.813 Be MuH Building Code O 0.760 X.100' F 2878 Ba Mu0 AcoeptanceNolf•-flx)$.0.3 .125' I 1 I H 1.500 Alunlmnn F P� .125' 45" 2' ° i ' i i 1 1 3250 Tube Mullion y 30' 1 I I t H I B Miero Dude PrOdIRt 3.2V60' BAY MULLION I 325V i•• ••• is i • i,• TABLE D 3W BAY MULLION 46083-TO ALUM. I • V I el - • • I Mull Dbnenelon PGT Part �� LYNN A111 8083-TB ALUM. I XSSECTION •�-____7 I -•-�-' sheet ( .......... . ( � Mullion SUI.CLIP Offset Clip U-0•lp Angle CUP ` ��,0?•`ENSE''•C� XSECTION I • • • • • • P XS•X.126'(10) 88384 686111M 0581122M OW41M SM18M �'� v •.�t •• •• G • OFFW CUP ; .325" I 8063-TS ALUM. I-XrX.378•(11) 88810 6S6112M 6601123M 666242M SM19Mr570✓ �{ TOPVIEW 1-XV 66853 888112M 8881123M 888248/1 888519M W0. .2287] �--.981'4 .226' �-,981' .740° -_ - NO 1,28'%325'X.100•(f3) 20180 OSSI127M 6681124M 6562410M S866116M _ .•�• bb t/ LLI 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON TFII•jSF1EG�.• 0949 ••♦ ••• ••• 1.21'X 3.26•X.824'(14) 20181 8881128M 866112bA 8882411M 8886116M U '• 01 irk I b • • • • • • • • • 1.21'X3.84'X.824'(15) 20162 OW117M 6OB1128M 888241M OM17M 2)SFE SHEETS 8.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • • • • •• • • 300ep[ee(19) 88649 WA WA WA 6865110M ©'��.'••FtOTl,��`c•\��-` • •• •• • • • • • 45 O"m(M 88850 NIA WA WA 6655111M SQ,'��`\ 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ••• • • • •• • A.LF1'e(P. FL P.E. 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE E • x Mull Dimension PGT Part# PR (sheets Mullion Std.Clip I U-Clip Angle Clip .125' I -(I-.125' -1 L .125' u! u Z'X4'X.2W(16)1 66602 1 686201M I 666271M 8865112M 2°X6°X.25'(17) 66604 866282M 666272M 6665113M LDARD CLIP U-CLIPSANGLECUP _ I3-TBALUM. 6063-TOALUM. 0&TBALUM.SECTION 2.12W 1 XSECTION 2.000'LX-SECTION NOTES: I 1 fV 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 126' 126' 126' N N OD F DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z IL 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE {�-1 4�.�T O HOLE LOCATIONS. . 1.450' 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. W y CUTHERETO SAW, 375• m OO 3.500' CREATE F-CLIP, N -{ MIN. Z t4i 2.000' .37� rC I_SEE DETAIL F. .376' rC .375' O MIN. r SHEET4 MIN. U) J z g--------------- -------i -- -- T---------------------T Z W m LI z i I d z 4.000• re- -I-_ --- --I- 3.438' 4 + -- 3.438' --------i C N o .250' 2'X 4'X 25' I I Z ` MULLION I ' 3.438' I I Q a0.o 6083-TS ALUM, i I i I .376' Q o X-SECTION I I I ' MIN. N O '-- ----- ---'--- _--_-___� -- -- L---------------------J W Q' j r- STANDARD CLIP 2X5 ANGLE CLIP U Q O U-CLIP,6003.76 ALUM. Qd !n CENTER OF ANCHOR HOLE MUST UE 806&TBALUM. gED FOR 2'X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 806378 ALUM. .250" WITHIN THE DASHEO BOUNDARY.SEE TOPNEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW �''O go SHEETS 6-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. kE�E MUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE g -a OR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'. SHEETS 6-20 FOR THE ANCHOR O.C. 6.6w DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1116'. 6.000' 2.000' CREATE F-CLIP, 375' SEE DETAIL F. 37� 375' MIN. r SHEET4 MIN. rt MIN. 37W ------ --------- -- -- I I 1 I I I I I I I 1 . 1GDUCT REVISED ai wmplyingwilh dIe Fle+idl 1 i i ing HempCDde 16'0716.03 I I I I E pindianDale goal I _i-- -L 4.688' rE +--------i By PrO&W .260• 8.000 rr --r-- - I t 5.438' 1 I �t L L t I I I I I, •• •••i • x.436'• • • I 5.438• i i \\ N� ' 49/e ♦ •I • ♦ • • • O ....... 2'XB'X.25' I • ••� • • ••• • I I 1 �•.•''�?c SE''•..� MULLION 1 • •1 • • • -- 6083-TB ALUM. I •• ••N •• • • • •• I I "' N0.58705 _ XSECTION 1 i .375' --------� MIN. ' I __ __ L------------- ��?1'.• N �� ::(a `-------- ------ -------- } l•' • • • • • • • • �'••,FCORIO P•.•' �� STANDARD CLIP• • • f • O • • •U-CLIP 2X5 ANGLE CLIP i tti� •"" 1��' .2b0' 8083-TBALUM! • • • s • • u�sS• • 8 3-TBALUM. 6003-TS ALUM. r`S�(��n), TOP VIEW•• •• •s s•♦ F•4b F!2 8'MULLION.SHEET 17 TOPVIEW 1 v 11 IP.E. TOPVIEWMLLER, FL P.E6 58705 • c• •• • f • •• •• EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4•.THE OPENING REQUIRES ADESIGN PRESSURE OF+60.O600.0 PSF. La - 1)INITIALLY ASSUMING THAT 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32•+32+1'-W.REFERENCING SHEET 25,THE COLUMN USING ® • IV No ANCHORS IN HEAD 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 Ile DETAILS, DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. SEE SEE FROM TABLE 3A,SHEET 7,THE V X 2.78°X.375-MULLION(LENGTH=72,OPENING WIDTH=7(•)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-68.3 PSF AND WOULD 1 o O FENESTRATION PRODUCT'S SHEETS oz NOT BE SUITABLE FOR THIS APPLICATION. a APPROVAL 23 FROM TABLE 4A,SHEET 8,THE V X 2.75'X.650-MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LL .T. OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.MION N LLENG H 2 USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 a m ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N y LD �/ DErp1 3, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. U) 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 636 LBS.ALTERNATIVELY, 111 'o OF NO ANCHORS I7MU.. SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 836 LBSIDTH (80 PSF)X )=524.9LBS (MAYBE USEDTO QUALIFY#10 STEELSCREWSFROMTABLE4B) OPENING 72.7 PSF z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318'.THE OPENING REQUIRES A � DESIGN PRESSURE OF+50.01-55.0 PSF. Z FOR THE VERTICAL MULLION: Z Q o 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+7Z•+1•=105'AND THE OPENING WIDTH IS 38•+36°+1'=73.REFERENCING SHEET 25, Q THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8'AND WILL W J A- EXAMPLE OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60,01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2:MULTIPLE MULLIONS W D. FROMTABLE 3A,SHEET 7,THE 1•X 2.75'X.378'MULLION(LENGTH=108',OPENING WIDTH=S01 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF W MULL WIDTH-1 r- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. V ¢ O O FROM TABLE 12A,SHEET 16,THE 2'X 4"X.250-MULLION(LENGTH=108•,OPENING W1DTH=On HAS A DESIGN PRESSURE OF+/.84.7 PSF WHICH EXCEEDS THE REQUIREMENTS d 2to SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. �_ a 0 DETAILS, 32' SEE SHEETS 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•+2't74°,NOT 73'AS PREVIOUSLY FENESTRATION ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCTS APPROVAL �- THE 73'DIMENSION(35.1/2'+36-1P1'+2-73'J. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED CONCRETE HEADER AND SILL ARE W WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8•,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'$EDGE DISTANCE. VERTICALI _ USING THE UI �- RCHOR CAPACITY OF 971 DISTANCE OF 2-1f2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND MULLION SEE SEE THEREFORE SUITABLE. THE REQUIRED ANLHS. LENGTH DETAILS, DETAIL E.6 SHEETS 2, SHEET 3 FOR THE HORIZONTAL MULLIONS: OPENNG HEIGHT BECAUSE THE VERTICAL MULL WILL BE A Y X 4•X 250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR MULLION TYPE COULD BE CHOSEN. RON T MOPRODUCT RBVISBD 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32•+7Y+2•=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE °'`.Piyu �+irh tlI°Fletidt Build'ut3 Coda USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X 250"MULLION(a@ LENGTH=42,OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE Acc lu— lr0.OZJ$•O,Tf REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. B*pb�at-im DataSEEDETAILS. 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS AE S' RSHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X6 ANGLE CLIPS WITH Mde product 2.3 (4)3118'ULTRACON ANCHHQQII��S A=W DW DoTANCF OF'1;GIVES AWCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 111 I I I 1 I ANCHOR CAPACITY OF WTL9S. • • • • • • • • �� `t•( LYNN L� HORIZ. ,� 38',HOttlz 4)FOR THE U•CUP IN THWORIZ01ITd1L h6JU,�DN 901AERT"1•MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR ti ��•.•'L\GLNSg '•.Fop ULL LENGRI NULL LENGTH CAPACITY IS 1074 LBS WHENIUSING SAN•HCIRS,WHIMH ISIORRATER,MD THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LSS.THE OPVNING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 WMEL SB1RtIR. •• • • • •• .fit NO.;i3705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ IT,- sf +/-84.7 PSF FROM THE VERTICAL MULLION;+1.170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO CMU;+1-170.0 PSF FROM THE 38'H Za )d MULIIb RfT G TO TH dE TI LLION(INTERSECTION} . THE LOWEST DESIGNPRESSWIEIST!•64.7••PSFI DW LD IPPLY'T jAL O• EWULUONS. •'••,FL01210?:.•'•{3ti;: VERIFY THE DESIGN PREI.4UE OF Ft.NESTl:4IOI*jPR:UCT3 USE'&WgH'&IS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �� PRODUCTS,WILL APPLY 10"E OVW4ALL ASSEMBLY.FINAL DESIGNPCESSUR•REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT B£INSTALLED IN A.LYNN M1LLo P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: o i I PW PW c 4 1 SHIDH SH/DH SHIDH SHID [/4— H PVJ N m L 1 PM' Z ° N 4 F� Dlll m gLOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I 0 ch NSILL OF WINDOWS NOT ANCHORED WR'H INTERSECTING HORIZONTAL MULLIONS 1 to _3 ^s�� I SGD Z � LOADING OF VERTICf1 MULLION j PW I Z LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION r d e- s}• I � PW Z O PW PW PW (9 L / I PW SHIDH i Q fYA N / I F- SHIDH SHIDH SSHIDH I Q O O L1 u Q , Q , i —i 9 7�R SHIDHLOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLIONSILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I I 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P FHIND PW PW NOTES: q c Gtiucr RBvISED l a complying with dw FGxidn I i)DRAWINGS ARE Rullding Code RERESENTATIONSOFTYPICAL AcceplancoNo O j PW CONFIGURATIONS. 71311e'!�jlolrf I CONFIGURATIONS NOT SHOWNPw // / MAY BE EXTRAPOLATED FROM"17 trodoci I c 1 / / THOSE SHOWN. 0 00:1 • :I • 2)IF THE LOADING TYPE CANNOT 1YtJN • BE DETERMINED.USE `: ,�G< .....•..�9!((F•'. • ••I iRECTANGULAR LOADING. .tip,.• �tiCFN�E -P 1 / 3)SEE PRODUCTS'APPROVAL FOR `'� No.56705 Y I ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I G'-j / .,�•Ifu n�(l b I PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL U n, • • I • • • • SOD l . OF • i I • • • • CORtU so *00 i• •! 0• •• LOADMOOF VERMCAL LOADING OF HORIZONTAL A.L�'NN� �)_4 R1 d\E. MULLION MULLION FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •