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WS-17-2136Project Address 258 NE 92 Street Miami Shores, FL 33138 - Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -8-17-2136 Permit Type: Windows/Shutters e r i Vorfc Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 8/24/2017 Expiration: 02/2012018 Parcel Number 1132060133390 Block: Lot: Applicant WAYNE MILLER Owner Information Address Phone CeII WAYNE MILLER 258 NE 92 ST MIAMI SHORES FL 33138-3132 (305)606-6450 ANA Contractor(s) THE HOME DEPOT USA INC Phone (954)336-0881 CeII Phone Valuation: Total Sq Feet: $ 26,637.70 0 Type of Work: WINDOWS REPLACEMENTS 21 IMPACT No of Openings: 21 Additional Info: WINDOWS REPLACEMENTS 21 IMPACT Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $16.20 $4.65 $4.65 $5.40 $310.00 $9.00 $21.60 $371.50 Pay Date Pay Type Invoice # WS -8-17-64972 08/24/2017 Check #: 14023 Amt Paid Amt Due $ 371.50 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to o the wy r stated August 24, 2017 Authorized Signature: Owner / Applicant / Contractor `/ igent Date Building Department Copy August 24, 2017 1 BUILDING PERMIT APPLICATION UILDING ❑ ELECTRIC it Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 II RECEIVED AUG 282017 FBC 201U Master Permit No. \S`\'Z(4-4 Sub Permit No. ROOFING REVISION U EXTENSION 1RENEWAL 7PLUMBING ❑ MECHANICAL El PUBLIC WORKS CHANGE OF n CANCELLATION n SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ZSY NE 42 ST h'1) AI') 1 S Note S City: Miami Shores Folio/Parcel#: 11 - 32o6' d/3-3396 Is the Building Historically Designated: Yes ' NO BFE: FFE: County: Miami Dade Zip: 33 l3 Ft Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): V v" ` y'ije/ ✓ l , /1 L- i' Phone#: 36 S-7 frb Address: 2'T fr / ,u &' 42 ST s City: M 1 t 514o 12ES State: I L Zip' 33/ 35 - Name: N/A Phone#: Email: n i CONTRACTOR: Company Name: The Home Depot u�J1 �4,1c, Address: 290 Cumberland Pkwy 300 City: Atlanta Qualifier Name: aAQyeL SWA NNE le Phone#: 954-336-0881 Certificate of Competency #: ^r, Phone#: State: Zip: Phone#: 954-336-0881 State: GA Zip: 30339 State Certification or Registration #: CVC _IS 3 DESIGNER: Architect/Engineer: N/A Address: Value of Work for this Permit: $ 2L, 6 31. 70 Type of Work: ❑ Addition City: IRI Alteration Square/Linear Footage of Work: j New Description of Work: WI I DOU.) G OE Ph4-e tt a-e-cr- n Repair/Replace • -I 'CMoI1.Ci" l i Demolition rL wt . sS Specify color of color thru tile: c� Submittal Fee $ Permit Fee $3 ' ? Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) 316. CCF -$ ' t,� !) )X1 "COtet.$'; gDBPR $ •Notary $__._-- Double Fee $ ' Bond $ .� TOTAL FEE NOW DUE $ 3�' • [ `0 Bgnd ng Company's Name (if applicable) I '4, Bondin'g Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 31 day of , 20 Irl , by luRyNF rn► L -r_2 , who is personally known to me or who has produced 1•Lpt . at_ . as identification and who did take an oath. NOTARY PUBLIC: Sign: caccvuti' Print: Seal: L �lil1J1►�— _,I ##*######## APPROVED BY (Revised02/24/2014) `,,je`�`°r.% MELAWIE PROCACCINi t �' = Notary Pubiie ..State of Florida ems= .My Corith Expires JIM 17, 2018 Commission * FF C6, rin, Signa The forego 044 ' ! r NTRACT.R strument was acknowledged before me this day of AV q u a'4" SW h , 20 1-1' , by nall me or who has produ identification and wh NOTARY PUBL Sign: Print: Seal: ed as did take an oat MARIUSKA MORALES ,,,,,,,B`c Notary Public State 220108 Florida Commission # t3 2019 Iain et.?..' Comm. Expires AprAssn ��•. ; anal Notary #X,###******#**4#####**##### *************************** Plans Examiner Zoning Structural Review Clerk WINDOW AND DOOR INFORMATION SHEET JOB# 9940855 Name MILLER Opening Location No Location Corner Zone or PRODUCT ACCEPTANCE NUMBER Style APPROVAL APPROVED PRESSURE REQUIRED OPENING DESIGN PRESSURE Window Opening Dimension (+) PSF (-) PSF (+) PSF (-) PSF Wdth IN Height IN MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED 1 4 16-0714.17 3 PNL 65 70 40.1 43.4 73 62.5 N/A NO 2 4 16-0714.17 1 PNL 65 70 40.1 43.4 52 49.63 N/A NO 3 4 16-0714.03 SH 65 70 40.1 43.4 36 49.63 N/A NO 4 4 16-0714.11 C1 65 70 40.1 43.4 35.75 49.63 N/A NO 5 4 16-0714.03 SH 65 70 40.1 43.4 35.88 49.75 N/A NO 6 4 16-0714.03 SH 65 70 40.1 43.4 18 37.13 N/A NO 7 4 16-0714.17 1 PNL 65 70 40.1 43.4 35.75 49.5 N/A NO 8 4 16-0714.17 1 PNL 65 70 40.1 43.4 35.75 49.5 N/A NO 9 4 16-0714.17 1 PNL 65 70 40.1 43.4 25.5 49.5 N/A NO 10 4 16-0714.17 1 PNL 65 70 40.1 43.4 52 49.5 N/A NO 11 4 16-0714.17 1 PNL 65 70 40.1 43.4 52 49.5 N/A NO 12 4 16-0714.17 1 PNL 65 70 40.1 43.4 52 49.5 N/A NO 13 4 16-0714.17 1 PNL 65 70 40.1 43.4 52 49.5 N/A NO 14 4 16-0714.17 1 PNL 65 70 40.1 43.4 25.13 49.5 N/A NO 15 4 16-0714.17 1 PNL 65 70 40.1 43.4 35.75 49.5 N/A NO 16 4 16-0714.17 1 PNL 65 70 40.1 43.4 35.5 37.88 N/A NO 17 4 16-0714.03 SH 65 70 40.1 43.4 18.13 37.25 N/A NO 18 4 16-0714.03 SH 65 70 40.1 43.4 35.88 49.5 N/A NO 19 4 16-0714.17 1 PNL 65 70 40.1 43.4 51..88 49.5 N/A NO 20 4 16-0714.17 1 PNL 65 70 40.1 43.4 35.75 49.75 N/A NO 21 4 16-0714.17 3 PNL 65 70 40.1 43.4 73 62 N/A NO • .. •.• • . • • . .• IPNL/3PNL= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= OARD.I POUBLE 31MiN&I OOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= PNTRY•DOOR / AWNtAWNN1G • ••. • ..• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • . • . • • • • • • • • •.• • • • • • .. • • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • . • • • • • • .. •• •• • • •••• ••• • • • .•• • • 1 OF 1 258 NE 92 St, Miami Shores, FL 4 Egress 0 3 Egress Egress 5 16' 0" 6 10 11 12 18'0" 13 8' 0" Bedroom Bedroom Bath Family Room 17 PERMIT #: Miami Shcres Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT IAD CCMPWNCE WITH ALL. FEDERAL STATE ANI)CCLRisY. tA1"S AND REGULATIONS Living Room • • • 000 • • • • • r. • • 15'0" 2 Egress 20' 0" • ' • . . • • • • • • • ••• 21 ••ate Entry • . ••••20• Door• • • • • • N/A:•• • •• • • • • • • • • • • • • • • • • • • • • Bedroom 1100 • • • • 1100 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 0110 • • • ••• • • 16'0" 19 Egress 18 Egress FLORIDA BUILDING CODE 2014 - 5th Ed. - ASCE/SEI 7-10 - WIND LOAD TABLES -170, 175 mph Enclosed Building with mean roof height less than or equal than 60 Feet ° EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope than greater 10 degrees Positive Positive Negative Positive Negative z4 & z5 z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees gsaater 10 de/tteS Positive Negative Positive Negative Negate z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 16-20 39.0 42.2 51.9 42.6 46.2 57.0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 65.4 53.6 58.2 71.8 LOCATION EXAMPLE MIAMI-DADE COUNTY WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees gsaater 10 de/tteS Positive Negative Positive Negative Negate z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF •••• 175 MPH VELOCITY-.FXPO$URE D ' • • • •' Building Height Roof Slope less than 10 degrees • Aoof:5Iope •41}Thtl gsaater 10 de/tteS Positive Negative 1 Positive Negate z4 & z5 z4 z5 ' z4 41625 z47 •.Zy 0-15 44.5 48.2 59.3. • $$13. 52.8 • bN. 16-20 46.8 50.7 62.44. %1•1' 5544:68.5 21-30 50.2 54.4 66.9..64.8. 59.4 73.4 31-40 52.8 57.2 70.4. 57.6: 62.b 77.1 41-50 54.9 59.4 73.1: 60!0 65.0 80.2 51-60 56.6 61.3 75.5 •'61.9' 67!1•' 132V LOCATION EXAMPLE • • MIAMI-DADE COUNTY GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS, WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION 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 ft. For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the 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 ft or 20 times the building height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED - All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH 9 -TOPOGRAPHIC FACTOR Kzt= 1 - (FLAT TERRAIN) 10- DIRECTIONALITY FACTOR Kd = .85 (Wind Directionality Factor) 11- TRIBUTARY AREA: 10 SQF 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. ENGCO,Inc. Engineering Services - CA 8116 1791 Blount Road - unit 907 Pompano Beach - Florida 33069 Tel: (754) 307-1319 Fax: (754) 205-6846 E-mail: Engco@AOL.com a<=BWx 0.1 or a <= h x 0.4 BW less or equal than BL a must not be less than a = 3 feet or a= 0.04 x BW '• 'tDE F/Q ri ° �t41 rr ,,,,,,,,,,,,,,,, No. 52609 Olt * * * STATE OF 0NAL \\ • • • . . • . • • . . AUG072017 DATE: 07/21/2017 PEDRO DE FIGUEIREDO - PE 52609 NOT VALID W/OUT SEAL . 04' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 materiarfails to MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economy perform in the accepted manner, the manufacturer will incur the expense of such'tw1ng and tie` ArHJ may • • immediately revoke, modify, or suspend the use of such product or material withirt.thei>; jurisdiCtible RE$ • reserves the right to revoke this acceptance, if it is determined by Miami-Dade•Canty Product Control Section that this product or material fails to meet the requirements of the applicabiq,btsidding cote. • • • This product is approved as described herein, and has been designed to comply v itI?'the Florida• Building •: • • Code, including the High Velocity Hurricane Zone. . . ;"' ..• .. .... DESCRIPTION: Series "HR -5510" PVC Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-HR5510-01 titled "Horizontal R011er - LM", leer:1 through 18 of 18, dated 05/15/15, with revision A dated 05/05/16, prepared by mankfacftjrer, signed and • sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control 1fevisiori stent 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# 15-0903.10 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. • • .• • MIAM1-DADE COUNTY APPROVED NOA No. 16-0714.17 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-HR5510-01 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 223-94 •:•••• along with marked -up drawings and installation diagram of a•PYC sliding, griss door, • • a PVC fixed window and an aluminum sliding glass door, usi x:£odispSaa lleG TPS • •: • spacer system, Duraseal® spacer system, Super Spacer® NXT'm %pater system and 4, • EdgeTM spacer system at insulated glass, prepared by Fenestration Destini t•a13aratort, • Inc., Test Reports No. FTL-8717, FTL-8968 and FTI. $g7Q. dated • 1:1/16/11:E..... 06/07/16 and 06/02/16 respectively, all signed and sealed by I latme Ortega; P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: • • • • 2) Uniform Static Air Pressure Test, Loading lier FBC TgS.2 3 -94 3) Water Resistance Test, per FBC, TAS 202A.i • • • • •• . 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 5410 and series 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) E-1 • Manuel Perey Product Control Ex. �� NOA No. 16-0 .17 Expiration Date: September 24, 2020 Approval Date: September 01, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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. FTL-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-5th Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) •• • • • • 2. Glazing complies with ASTM E1300-09 •• .. . D. QUALITY ASSURANCE • .. . • 1. Miami -Dade Department of Regulatory and Economic Resourc s,tRER).' • e••• • • E. MATERIAL CERTIFICATIONS . . . ..• .. .... 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amk1-I44Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring:on 12/11/1i. • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amida:Inc. fgxtheir • "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring 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. 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 NOA No.15-0903.10) 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. •••• • • • • • E. OTHERS • • • • • • • 1. Notice of Acceptance No. 15-0903.10, issued to PGT hid4stties, Int' fer their Series "HR -5510" PVC Horizontal Rolling Window - L.M.I., approved op/1.09/.24/15 and expiring on 09/24/20. E-3 .. • •••• . .. .... •• •. •••• .• . • • • • • •• • • • . . • • • •• • ••• • • • Manuel Pe , E. Product Control xam' er NOA No. 1 4.17 Expiration Date: September 24, 2020 Approval Date: September 01, 2016 2-5 ANCHORS, SEE CLUSTER DETAILS SHEET 5 8' MAX. ---� A, SEE E SHEET 3$ EQUALLY SPACED ANCHORS PER TABLES 17-27 SEE SILL / WEEPHOLE /- DETAILS, S-1Ett s Lf• 12-3/4" MAX. O.C. B, SEE r SHEET 3 10' MAX. f --I / 1 O IMPACT RATING _. 10' MAX_._._.- _._._.-._._._._. X / I I I I 1 19' MAX. O.C. J 76" MAX. BUCK HEIGHT ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION C, SEE SHEET 4$ SEE J SHEETS ��J111 9-16 SEE SILL WEEPHOLE_/ DETAILS. SHEET 1-1/4' SEE SHEETS MAX I� 916D,SEE r-- � D, S ET 4 4"O.C. —{ BETWEEN L_ WEEPHOLES 75" MAX. BUCK WIDTH 72' MAX. BUCK HEIGHT D 3' MAX ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN 2-5 ANCHORS, SEE CLUSTER DETAILS SHEET 5 8" MAX. _ i�— E, SEE SHEET 3$y EQUALLY SPACED ANCHORS PER TABLES 17-27 J 8" MAX SEE SILL WEEPHOLE DETAILS, SHEET 3 15.85' MAX. 0.C. DESIGN PRESSURE RATING IMPACT RATING _. 10' MAX_._._.- _._._.-._._._._. 1 . I. r }11 [ • I I O a••� X :rte 4"O.C. —{ BETWEEN L_ WEEPHOLES 75" MAX. BUCK WIDTH 72' MAX. BUCK HEIGHT D 3' MAX ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN 2-5 ANCHORS, SEE CLUSTER DETAILS SHEET 5 8" MAX. _ i�— E, SEE SHEET 3$y EQUALLY SPACED ANCHORS PER TABLES 17-27 J 8" MAX SEE SILL WEEPHOLE DETAILS, SHEET 3 15.85' MAX. 0.C. DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-8 LARGE 8 SMALLMISSILE IMPACT RESISTANT 1894 " MAX. O.C. 6, SEE SHEET GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 . 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 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE 70 BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 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 SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)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. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8072, 8073 8 8074; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES. LTD WHITE 8 BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AFBPA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, X0, XOX), SIZE, GLAZING OPTION FROM (TABLE 1) AND REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR 1H6 WINDOW OPENING USING TABLES 6-16 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING 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 CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16), VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET • `- • • SET •. • • 5)INSTALEL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. T. • • •' ' .�• � - .'• • USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. - .• •• ••• •.• • • ,-• ' • •.. • • • • • •...•..,• • '• •-• '•- r • • • ••... ••• •• • • • • •• • • • • 4' O.C. BETWEEN _ WEEPHOLES 140" MAX. BUCK WIDTH ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION STANDARDS USED 63" MAX. BUCK HEIGHT 15.67' MAX. O.C. J —1•B 3' MAX •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 •AISI-S100-07/S2-2010 GENERAL NOTES 1 ELEVATIONS 1 FRAME, GLASS 8 ANCHOR OPTIONS 2 INSTALLATION, FLANGE & EQUAL LEG/BOX 3 INSTALLATION, INTEGRAL FIN 8 J -CHANNEL 4 GLAZING DETAILS 5 DESIGN PRESSURES 6-8 ANCHOR QUANTITIES 9-16 EXTRUSION PROFILES 8 BOM17 ASSEMBLY . 18 NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE B ON SHEET 2. A. LYNN,MILLER P.E. P.R 58705 • Revised Br JR Dote: 05/05/16 Revised fly: Date: Revision: A) ADDED SPACERS TO SHEET 5. Reek on: PRODUCT REVISED as complying with the Florida Building Code Acceptance No/tO'Ll Expiration Delc • 10 0 C OLOGY DRIVE • N. V11C FL 34275 • • P.Q. IV 1529 • NOKOISS, FL 34274 Description: GENERAL NOTES & ELEVATION 115.7 HORIZONTAL ROLLER - LM Orden By: J ROSOWSKI Dots 05/15/15 CERT. OF AUTH. /29296 Series/Model: Scale: Sheet HR -5510 NTS 1 OF 18 Drawing No. MD-HR5510-01 Rev. A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • X O I 1 IX I• GENERAL NOTES: SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER 1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 . 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 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE 70 BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 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 SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)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. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8072, 8073 8 8074; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES. LTD WHITE 8 BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AFBPA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 2) KNOWING YOUR FRAME TYPE, WINDOW CONFIGURATION (OX, X0, XOX), SIZE, GLAZING OPTION FROM (TABLE 1) AND REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR 1H6 WINDOW OPENING USING TABLES 6-16 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING 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 CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27 (SHEETS 9-16), VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET • `- • • SET •. • • 5)INSTALEL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIN/J-CHANNEL INSTALLATION. T. • • •' ' .�• � - .'• • USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. - .• •• ••• •.• • • ,-• ' • •.. • • • • • •...•..,• • '• •-• '•- r • • • ••... ••• •• • • • • •• • • • • 4' O.C. BETWEEN _ WEEPHOLES 140" MAX. BUCK WIDTH ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION STANDARDS USED 63" MAX. BUCK HEIGHT 15.67' MAX. O.C. J —1•B 3' MAX •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 •AISI-S100-07/S2-2010 GENERAL NOTES 1 ELEVATIONS 1 FRAME, GLASS 8 ANCHOR OPTIONS 2 INSTALLATION, FLANGE & EQUAL LEG/BOX 3 INSTALLATION, INTEGRAL FIN 8 J -CHANNEL 4 GLAZING DETAILS 5 DESIGN PRESSURES 6-8 ANCHOR QUANTITIES 9-16 EXTRUSION PROFILES 8 BOM17 ASSEMBLY . 18 NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE B ON SHEET 2. A. LYNN,MILLER P.E. P.R 58705 • Revised Br JR Dote: 05/05/16 Revised fly: Date: Revision: A) ADDED SPACERS TO SHEET 5. Reek on: PRODUCT REVISED as complying with the Florida Building Code Acceptance No/tO'Ll Expiration Delc • 10 0 C OLOGY DRIVE • N. V11C FL 34275 • • P.Q. IV 1529 • NOKOISS, FL 34274 Description: GENERAL NOTES & ELEVATION 115.7 HORIZONTAL ROLLER - LM Orden By: J ROSOWSKI Dots 05/15/15 CERT. OF AUTH. /29296 Series/Model: Scale: Sheet HR -5510 NTS 1 OF 18 Drawing No. MD-HR5510-01 Rev. A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1: ALLOWABLE GLASS TYPES Glass Type Description (Listed from Exterior to Interior) 5 7/8' Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Utes of 1/8" A Glass with .090' PVB Interlayer 6 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16' Laminated; (2) Utes of 1/8' A Glass with .090" PVB Interlayer 7 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Liles of 1/8" A Glass with .090" PVB Interlayer 8 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Utes of 1/8" A Glass with .090" PVB Interlayer 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interlayer 11 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Utes of 1/8" H Glass with .090" SG Interlayer 12 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16' Laminated; (2) Utes of 1/8" H Glass with .090' SG Interlayer 14 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5/16" Air Space + 7/16' Laminated; (2) Utes of 3/16' A Glass with .090" SG interlayer 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Utes of 3/16' A Glass with .090' SG Interlayer 16 718" Laminated I.G.: 3/16' T Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer SEE SHEET 6, TABLE 5 FOR GLAZING/DESIGN PRESSURE/ANCHORAGE INDEX. TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor Substrate Min. Edge Distance Min. Embedment* A 410 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southem Pine (SG=0.55) 7/16' 1-3/8" Steel, A36" 3/8" 0.050" Steel Stud, A653 Gr. 33' 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5' 3/8" 0.050" 3/16" steel Ultracon P.T. Southem Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 2.85 ksl) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Steel, A36" 3/8" 0.050" Steel Stud, A653 Gr. 33' 3/8" 0.0451' (18 Ga.) Aluminum, 6063-T5" 3/8" 0.063' C 1/4" steel UltraconConcrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Cretelex Concrete (min. 3.35 ksi) 1" 1-3/4" r 1/4" steel Uttracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" j 1/4" steel Uttracon P.T. Southern Pine (SG=0.55) 1" 1-318r 1/4" steel Cretetkex Concrete (min. 3.35 ksl) 2-1/2' 1-3/4" D 1/4" steel Cretellex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (50=0.55) 1" 1-3/8" 1/4' steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" 1/4" steel Aggre-Gator P.T. Southern Pine (50=0.55) 1" 1-3/8" Grouted CMU, (ASTM C-90) 2" 2" : ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN Group Anchor Substrate Min. Edge Distance Min. Embedment' E 2-1/2" x .131" Common Nail P.T. Southem Pine (SG=0.55) 3/8" 2-7/16" F 2-1/2" Ringehank Booing Nail P.T. Southern Pine (SG=0.55) 3/8" 2-7/16" #10 Trusshead SMS (steel, 18-8 S.S. or410S.S.) P.T. Southern Pine (SG=0.55) 1/2" 1-3/8' ,aluminum, 6063-T5" 3/8" 0.050" Steel Stud, Gr. 33" 3/8" 0.0451" (18 Ga.) Steel, A36" 3/8" 0.050" 412 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Aluininum, 6063-T5' 3/8" 0.063" Steel Stud, Gr. 33' 3/8" 0.050' Steel, A36" 3/8" 0.050" IGLASS TYPES 5, 7, 11 8 15 MAY NOT BE USED IN THE • HVHZ ABOVE 30'. • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN. Fu 45 KSI & MIN. Fy=33 KSI. UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. TABLE 4: INDEX OF INSTALLATION METHODS PER FRAME TYPE Frame Types (see Flg B) Glass Options (r• Table 1) Installation Conditions Substrate Optton Detail Sheet J-Clammel () 1 4 Through the integral fin ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 ....into Metal - sheet 4, option 8 Through the frame of the window ....into 2XWood Frame/Buckstrip - sheet 4, option 6 ....into Metal - sheet 4, option 7 Flange (92) 1 - 4 Through the frame of the window ....into 2X Wood Frame/Buckstrip - sheet 3, option 1 ....into Concrete/CMU - sheet 3, option 2 ....through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 ....into Metal - sheet 3, option 4 Integral Fin (43) 1 4 Through the integral in ....Into 2X Wood Frame/Buckstrip - sheat 4, option 5 ....into Metal - sheet 4, option 8 Through the flame of the window ....into 2X Wood FrameiBuckstrip - sheet 4, option 6 ....into Metal - sheet 4, option 7 Box 1 Equal -Leg (#4) 1 -4 Through the frame of the window ....Into 2XWood Frame/Buckstdp - sheet 3, option 1 ....into Concrete/CMU - sheet 3, option 2 ....tug hroh 1X Buckatdp into Concrete/CMU - sheet 3, option 3 ....into Metal - sheet 3, option 4 INSTALLATION NOTES, SEE SHEETS 3 & 4 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT I5 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) 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 REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 4) SEE SHEET 8 FORROPTIO NAL EGRESS LOCK D ,AIL . • • • • • • • • • • •'•' • • • • •, .- ••r • • •. • •• -... • •-• • • •.. • ••. .••• •• • • •• FIGURE 8. FRAME TYPES "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED PVB - .090 BUTACITE® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA INC. MIN. OF 3 u THREADS BEYOND ••• • 6 • 1 '� •• THE METAL • • • ill • • SUBSTRATE. FOR • • • • • • • STEEL STUDS, • • • • ,.• '• MIN. Fu -45 KSI & • • • • . - • •.' • MIN. Fy=33 KSI. A. LYNN MILLER, P.E. P.E.# 58705 ••t• • Rer+eed By: gots: Revleron: PRODUCT REVISED as complying with the Florida Building Code Ac rpronce No 0 ' i mticn Date '?7r. r1Vi . e.. Product/s^•'� RiMeed BY: Deb: Revision: ® ]i IC FL 34275 • P. LOGY DRIVE 1529 •rTOK g. FL 34274 Description: GLASS/ANCHORS/FRAME OPTIONS Drown ey: J ROSOWSKI CERT. OF AUDI. /29296 DU*: HORIZONTAL ROLLER - LM 5arlw/Yodee Srnls: Sheer Drawing No. Ren. HR -5510 NTS 2 OF 18 MD-HR5510-01 A Dots: 05/15/15 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • 1s O 13 BOX OR EX © r FLANGE LEG- .-r IP INT© !� • ) r- 0 0 J -CHANNEL I - I. .' FIN i /f I! "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED PVB - .090 BUTACITE® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA INC. MIN. OF 3 u THREADS BEYOND ••• • 6 • 1 '� •• THE METAL • • • ill • • SUBSTRATE. FOR • • • • • • • STEEL STUDS, • • • • ,.• '• MIN. Fu -45 KSI & • • • • . - • •.' • MIN. Fy=33 KSI. A. LYNN MILLER, P.E. P.E.# 58705 ••t• • Rer+eed By: gots: Revleron: PRODUCT REVISED as complying with the Florida Building Code Ac rpronce No 0 ' i mticn Date '?7r. r1Vi . e.. Product/s^•'� RiMeed BY: Deb: Revision: ® ]i IC FL 34275 • P. LOGY DRIVE 1529 •rTOK g. FL 34274 Description: GLASS/ANCHORS/FRAME OPTIONS Drown ey: J ROSOWSKI CERT. OF AUDI. /29296 DU*: HORIZONTAL ROLLER - LM 5arlw/Yodee Srnls: Sheer Drawing No. Ren. HR -5510 NTS 2 OF 18 MD-HR5510-01 A Dots: 05/15/15 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES INSTALLATION OPTION 1 ANCHORED THROUGH EDGE DISTANCE FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, SHEET 2. FLANGE FRAME SHOWN TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. EMBEDMENT BUCK HEIGHT WEEP NOTCHES 3/4' X 1/4' 1-1/4'X 1/4' VISIBLE LIGHT HEIGHT EXTERIOR FIXED LITE a VISIBLE COR 22 R 23 LIGHEIGHT T (SEE SHEETS 6-8) TYPICAL FOR ALL SASH a �ERABLE SASH 1/4' MAX SHIM INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL 1/4' MAX. SHIM SEE INSTALLATION NOTES SHEET 2 #10OR#12STEEL ,],�1� ( IP 7I I 1' 10 DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING / FLANGE OR STEEL STUD. MAY BE FRAME VERTICAL OR HORIZONTAL. SHOWN SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2 00 EQUAL LEG FRAME SHOWN INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2. SHEET 2. FLANGE FRAME SHOWN =0 1/4' MAX FSHIM i -1 VERTICAL SECTION B -B t EMBEDMENT EDGE DISTANCE m 2 21 OR 22 OR® (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR "OX" SASH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, SHEET 2. - 1/4' MAX SHIM y OPERABLE SASH FIXED LITE VISIBLE LIGHT WIDTH 24 OR 25 (SEE SHEETS 6-8) TYPICAL FOR ALL "XO' OR "OX" FIXED MEETING RAIL OR 26 BUCK WIDTH EXTERIOR 0 HORIZONTAL SECTION A -A (OX) OPERABLE SASH 20 OPERABLE SASH EQUAL LEG FRAME SHOWN 22 0R 23 EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (1) AT MG -SPAN OF INTERLOCK (1) 3-1/2' FROM EACH SASH CORNER AND (1) AT CENTER OF SASH STILES/RAILS (SEE SHEETS 6-8) TYPICAL FOR ALL "XOX" SASH VISIBLE LIGHT WIDTH FIXED LITE OR (SEE SHEETS 6-8) TYPICAL FOR ALL "XOX" FIXED MEETING RAIL VISIBLE LIGHT FORMULAS (EQUAL -LITE, XO & OX) WIDTH: BUCK WIDTH / 2 - 4-1/4' HEIGHT: BUCK HEIGHT - 7.1/4' 4 • • VISIBLE LIGHT WIDTH BUCK WIDTH m EXTERIOR HORIZONTAL SECTION E -E (XOX) INSTALLATION AS PER SECTION A -A ABOVE •• •••,.•1. ,•. • • • •• EQUAL -LEG FRAME SHOWN • • • .. - •• -•'.'.0 • • - ••• •• • , =• • • • • •-. • -. •i•.} .'•->-:- •A.�LYFINIMILLER, P.E. P.E.# 58705 • • 1 O C OFL Y3 DRIVE75 • IC FL 34275 • • P X 1529 • NOK IVS, FL 34274 CERT. OF AUTH. #29296 Revbed By: Revised By: Date: Dote: Revision: Revision: PRODUCT REVISED s complying with the Florida Building Code Acceptance 14o 1-M,-M,.I Expiration Date -"VW •• • . By Mi Desen'ption: FLANGE & EQUAL-LEG/BOX FRAMES Drown By: J ROSOWSKI HORIZONTAL ROLLER - LM Date: 05/15/15 Series/Model: HR -5510 Scab: NTS Shes4• 3 OF 18 Drawing No. M D -H R5510-01 Ret: A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS FOR FIN AND J -CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, SHEET 2. J -CHANNEL FRAME SHOWN 1-4- EMBEDMENT EDGE DISTANCE INSTALLATION OPTION 7 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FIN/FLANGE REMOVED) *10 OR *12 STEEL SMS (G5), SEE TABLE 2, SHEET 2. SEE INSTALLATION NOTES SHEET 2 1/4" MAX. SHIM (DOR 22 OR (SEE SHEETS 6-8) TYPICAL FOR ALL "XO" OR "OX" SASH INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, SHEET 2. EMBEDMENT OPERABLE SASH EDGE DISTANCE 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. BUCK HEIGHT VISIBLE LIGHT HEIGHT EXTERIOR a (DOR (SEE SHEETS 6-8) TYPICAL FOR ALL SASH FIXED LITE VISIBLE LIGHT HEIGHT FIN ANDIOR FLANGE MAY BE REMOVED IN -FIELD DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. OPERABLE SASH (SEE SHEETS 6.8) TYPICAL FOR ALL "XO" OR "OX" FIXED MEETING RAIL BUCK WIDTH HORIZONTAL SECTION C -C (OX) EXTERIOR OPERABLE SASH 22OR,23 (SEE SHEETS 6-8) TYPICAL FOR ALL "XOX" SASH FIN FRAME SHOWN OPERABLE SASH FIXED LITE VISIBLE LIGHT WIDTH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) INSTALLATION OPTION 8 ANCHORED THROUGH FIN INTO METAL (FLANGE MAY BE REMOVED) *10 OR *12 STEEL SMS (G5), SEE TABLE 2, SHEET 2. OPT. WEEP NOTCHES 3/4" X 1/4" 1-1/4" X 1/4" FIN FRAME SHOWN FIN FRAME SHOWN TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE SEE TABLE 3, SHEET 2. —1 EMBEDMENT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, SHEET2. VERTICAL SECTION D -D 1/4" MAX SHIM T EDGE DISTANCE (SEE SHEETS 6-8) TYPICAL FOR ALL "XOX" FIXED MEETING RAIL 43 (1) AT MID -SPAN OF INTERLOCK (1) 3-1/2" FROM EACH SASH CORNER AND (1) AT CENTER OF SASH STILES/FLAILS VISIBLE LIGHT FORMULAS (EQUAL -LITE, XO & OX) WIDTH: BUCK WIDTH / 2 - 4-1/4" HEIGHT: BUCK HEIGHT - 7-1/4" VISIBLE LIGHT WIDTH BUCK WIDTH EXTERIOR HORIZONTAL SECTION F -F (XOX) INSTALLATION AS PER SECTION D -D ABOVE •• ••• •.• • a am • • •L•• •':.• • ••. � " •.• "4''1' i• • • • • ••• • • ' - • . • • • • J -CHANNEL FRAME SHOWN ': A. LYNN Iy111:LER, P.E. P.E.# 58705 • *tot Ht )LOGY DRIVE • P. FL 34275 • P. 15299 •I�K I, 34274 Revised By: Dote: Revision: Revived By: Dote: Revision: PRODUCT REVISED as cawaplyitag with Building Cade Acccptamoe No • - a_ ._ 4 17__ Dade '3;" / r . '.. M/a ' e : • h&c t - • • Al Description: J -CHANNEL & INTEGRAL FIN FRAMES Drown By: J ROSOWSKI Tttle: HORIZONTAL ROLLER - LM Dote: 05/15/15 CERT. OF AUTH. #29296 Series/Model: HR -5510 Scab: NTS Sheet 4 OF 18 Drawing No. MD-HR5510-01 Sem A • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS SILICONE 1/4" NOM. KODISPACE 78 4SG TPS INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM. BUTYL & DESICCANT FOAM EXT. GLASS STRUCTURAL SILICONE FOIM WITH DESICCANT/ EXT. GLASS POLYISO- BUTYLENE SEAL STAINLESS ROLL -FORMED EXT. GLASS ,SII`1I EE" DURASEAL® SPACER INT. GLASS HOT -MELT BUTYL 3/16" NOM. SUPER SPACER® NXT TM INT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL XL EDGE'' 79 SPACER INT. GLASS 718" NOM. 5/16" A/A PVB 7/16" AIR SPACE 1/8" A GLASS \ aEXTERIOR \\ • GLASS TYPE 5 —e-1 7/8" NOM. 5/16" A/A PVB 1111 7/16" AIR SPACE 1/8" T GLASS aEXTERIGR GLASS TYPE 6 5/16" H/H SG 7/16" AIR SPACE 1/8" T GLASS aEXTERIOR EXTERIOR GLASS TYPE 10 1/2" NOM.GLASS BITE TYP. TYP. GLAZING DETAIL Part ill De shpt on Marital 76 Kommerling 4S0 TPS Spacer System See This Sheet tor 77 Ouanex Super Spacer nXT with Hot Melt Butyl 78 Ouenex Dur•seal Spacer Materials 79 Cardinal X. Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 'A' = ANNEALED "H" = HEAT STRENGTHENED = TEMPERED • "PVB" =.090" BUTACITE® PVB BY KURARAY AMERICA, INC. • 'SG" = .090' SENTRYGLAS® INTERLAYER BY KURARAY • AMERICA, INC. 7/16" NA SG 1/4" AIR SPACE - 3/16" A GLASS aEXTERIOR —�{ 7/8" NOM. 5/16" H/H SG 1111 3/8" AIR SPACE 3/16" A GLASS a EXTERIOR GLASS TYPE 11 7/8" NOM. GLASS TYPE 15 •• ••• • • • • • • • • • •. • • • • • •. •• ••• •• ,• • • FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1,• • • SHEET 2. ••• • A. LYNN MILLER,P.E. P.E.d 58705 --el 7/8" NOM. 5/16" A/A PVB 1111 3/8" AIR SPACE 3/16" A GLASS a EXTERIOR II GLASS TYPE 7 7/1& A/A SG 5/16" H/H SG 3/8" AIR SPACE 3/16" T GLASS aEXTERIOR 1/4" AIR SPACE 3/16" T GLASS aEXTERIOR —a-' 7/8' NOM. GLASS TYPE 12 7/8" NOM. • -- • • • • ••• • • • • GLASS TYPE 16 5/16" A/A PVB 7/8' NOM. 3/8" AIR SPACE 3/16" T GLASS - G] EXTERIOR 7/16" A/A SG 5/16" AIR SPACE 1/8" T_ GLASS GI EXTERIOR GLASS TYPE 8 7/8" NOM. r_ IGLASS TYPES 5, 7, 11 & 15 MAY NOT BE USED IN THE • HVHZ ABOVE 30'. IGLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL • FIN FRAMES GLASS TYPE 14 LOGY ORNE FL 34275 X 1529 FL 34274 Revised fkir Date: JR 05/05/16 ERS, MOVED CLSED PTRCDETAILS. By Mia Dade Prodact Rewesd By. Deb: Revision: PRODUCT REVISED as complying with*be Florida Building Code Acceptance No I (o'O7 /4. 1 etion Dale -1.5110,4 GLAZING DETAILS CERT. OF AUTH. #29298 Title: HORIZONTAL ROLLER WINDOW - LM Serise/ModN: Scots: &met poefng No. HR -5510 NTS 5 OF 18 MD-HR5510-01 Dram dg J ROSOWSKI Dob: 05/15/15 Rev: A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5: Index to All Design Pressure and Anchor Quantfty Tables Com' Mex. Wdat Max. Height Glass Type Reinf. Leo! Design Pr*ssuo Anchor Quantity Table Sheet# T.ble# Sheet 10 or Ox 75' 54'1 S 6 6 17 9 94' 27 8 18 9 63' 3 8 7 19 10 72' 4 10 8 20 10 75' 54'1 8.8 8 8 17 9 54'2 7 6 18 9 63' 3 a 7 19 10 63' 4 11 B 21 11 72 4 10 8 20 10 75 78' /0-12 4 12 8 22 11 14.16 4 12 8 22 11 XIX 120' 83' 5-93 9 7 23 12 5 8 8 4 13 6 24 13 7 8 a 4 14 8 25 14 140' 63• 10 -12 4 15 8 26 15 14-16 4 16 8 27 18 --� 1- 4" MAX. O.C. NOV5 -ANCHOR CLUSTER DETAIL 4' MAX. O.C. 4' MAX. O.C. —1 r- 4 -ANCHOR CLUSTER DETAIL 3 -ANCHOR CLUSTER DETAIL 2 -ANCHOR CLUSTER DETAIL TABLE 8: Gioss Types Design Pressure (IbsNt2) 5.8 for XO or OX Windows Relnf. Leel R1 All Buck Height* up to 54' A8 Buck Width* tp to 75' +50 /-50 SEE TABLE 17 FOR ANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) HEADER EXTERIOR SASH HEIGHT SILL NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK MTh AND BUCK HEIGHT (SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) "1/4-12-1/4' AND "113-113-113" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. AO •• ' • •• ••..• • • • -• • • •• • • • •.-i• • • • • • • • • • ••• .••• • •• • • •:• 6 utoU ••: • •• • • • • •..•:•11 • • .�•.• ••'• • • • • S. LYNN MILLER, P.E. • P.E.# 58705 TABLE 7: Gus* Types Design Pressure (IbsMt2) 5-8 for XO or OX Windows Relnf. Level R2 AN Buck Heights up to 54" AN Buck Widths up to 75 +65 /-70 SEE TABLE 18 FOR ANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) EXTERIOR a SASH HEIGHT SASH WIDTH ME® GRAIL JAMB EXTERIOR J= • Revised By: Dote: Revision: JR 05/05/16 AA)) MAO S D CLUSTER Revised By: Dots: Revision: PRODUCT REVISED as complying with the Florida Building Cate Aces -pions No /6 c1 4 ton Delo • 4107! TLCHNDLOGY DRIVE • N!VEMCE. FL 34275 • P.lf Bmf 1529 • ••AK01114L,4L 34274 CERT. OF AUTH. %29298 Oeeeriptton: DESIGN PRESSURE TABLES Dross By: J ROSOWSKI 7RN: HORIZONTAL ROLLER - LM Dais: 05/15/15 Sedee/Moew: HR -5510 Sona: Sheet NTS 6 OF 18 °riming No. Roe MD-HR5510-01 A ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4)"1/4-1/2-1/4" AND '1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. TABLE 8: Glass Types Design Pressure (Ibslft2) 5-8 for XO or OXWindows Reint Level R3 A9 Buck heights up to 83' Al Buck Widths up to 75' +50 /-50 SEE TABLE 19 FOR ANCHORAGE TABLE 9: Glass Types 5-8 Sash Conhgtration Sash Width Range he) Design Pressure Ube?) tor XOX Windows Rein( Level R3 Window Buck Height 48" 54" 63' 35-114" 34-)4-3 11.391 - 11.391 .50.0 -50,0 .50.0 -50.0 .50.0 -50.0 38" 34-34-34 12.308 - 12.308 +50.0 -50.0 *50.0 -50.0 +50.0 50.0 45-1/8' 54-14-34 11.391 - 13.397 *50.0 -50.0 +50.0 -50.0 +50.0 50.0 %S-'/.-% 13.398 - 14.883 *50.0 -500 .50.0 -50.0 +50.0 -50.0 47514' 34-34-34 11.391 - 12.297 +50.0 50.0 .50.0 -50.0 +50.0 -50.0 %4--1A-'/a 12.298 - 15.558 +50.0 -50.0 +50.0 -50.0 +50.0 50.0 f52-1/8" Custom 11.391 - 12.018 +50.0 50.0 +50.0 -50.0 .50.0 -50.0 34.3.4-34 12.017-13.397 .50.0 -500 +50.0 50.0 +50.0 -50.0 34-3-34 13.398 - 17.016 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 A g 60" 2 Custom 11.391 - 13,397 +50.0 -50.0 +50.0 -50.0 +50.0 50.0 %4-34-y4 13.396 - 15.380 +50.0 -500 +50.0 50.0 +50.0 50.0 34-34-X 15.361 - 19.641 +50.0 50.0 .50.0 50.0 +50.0 50.0 75" Custom 11.391 - 13.397 .50.0 -50.0 +50.0 50.0 +50,0 50.0 34.34-1, 13.398 - 19,110 .50.0 500 +50.0 50.0 .50.0 -50.0 34-34-34 19.111 - 24_641 .50.0 -50.0 +50.0 -50.0 .50.0 -50.0 96" Custom 18.360 - 19.397 *50.0 -50.0 +50.0 -50.0 +491' -49.1' :40A-14 19.398 - 24.360 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 Custom 24.361 - 30.360 +50.0 -50.0 +50.0 50.0 +50.0 -50.0 120" 34-%-y, -30.360 *50.0 -50.0 .50.0 50.0 .49.1" -49.1' • +50/-50 FOR GLASS TYPES 6-8 MIN. SASH SIZE - WINDOW WIDTH - 59.28 2 •• ••• • • • • • •• • • • •' .• • G • • • - • • • • ••' 1:'•. .• • •• • • .• .• -'.• • • •• ••• •• •..: • SEE TABLE 23 FOR ANCHORAGE • --• • • • .•'•_ - .. •- •. • ••• •'. ••. '• A. LYNN MILLER, P.E. P.E.# 58705 • .110 !• P • • N0K�.�S, FL 34274 • Revised By: Data: Revision: Revised By: Dot*: Revision: PRODUCT REVISED .o complying with the Florida Building Code 14 Acceptance . ration Date 1OLOGY DRIVE1lC F1 34275 X 1529 CERT. OF AUTH. 129296 Deea4ftfan: DESIGN PRESSURE TABLES 08.. HORIZONTAL ROLLER - LM Berton/Yodel• Scale: Sheaf: HR -5510 NTS 7 OF 18 Drown By: J ROSOWSKI Date: 05/15/15 Drawing No. Rev: MD-HR5510-01 A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• O• ••• • • • ••• • • TABLE 10: Glass Types Design Pressure (Ibafftr) 6.6 for XO or OX Windows Relnt Lexi R4 All Buck Heights up to 72" Al Buck Widths up to 75' +$0 /-50 SEE TABLE 20 FOR ANCHORAGE TABLE 15: TABLE 11: Glass Types 5-8 Design Pressure (Ibs! t2) for XO or OX Windows Reins Lem! Window Buck Height R4 48" 54" 63'• 25.1/2' +65.0 -70.0 +65.0 -70.0 +65.0 -750 13 28" +656 -70.0 +65.0 -70 0 +65 0 -70.0 36" +85.0 -70.0 +65.0 -70.0 +65.0 -70.0 m 42" +85.0 -70.0 +65.0 -70.0 +85.0 -70.0 A 48" *650 -70.0 +65.0 -70.0 +65.0 -70 0 Z 60" +65.0 -70.0 *65.0 -70.0 +65.0 -700 75" +65.0 -70.0 +65.0 -70.0 +64.3' -84.3' • +65/-70 FOR GLASS TYPES 6-8 SEE TABLE 21 FOR ANCHORAGE Glass Types 10 - 12 Sash Colt6guratfon Saab Width Range (in) Design Pressure (lbs/R2) for XOX W-Indows Reinf. Level R4 Wndow Buck Height 48" 54• 63" 80" Custom 11.391 - 13.397 +65.0 -110.0 *65.0 -110.0 +65.0 -110.0 Y4 -Y -Y. 13.398 -15.360 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 36-%-)4 15.381 - 19.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 f5 75" g Custom 11.391 - 13.397 *65.0 -110.0 +65.0 -110.0 +65.0 -110.0 Y-)4-34 13.396 - 19110 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 34-% -% 19.111 - 24.641 +65.0 -110.0 +65.0 -110.0 +85.0 -110.0 m i98• g Custom 17.841 - 19397 +65.0 -110.0 +65.0 -110.0 +65.0• -104.6" Y•-)4-% 19.396 -24.360 +65.0 -110.0 +65.0 -110.0 +65.0• -109.5' Custom 24.381 -31.841 +65.0 -110.0 *65.0 -110.0 +65.0 -110.0 120" %-)1-%4 29.041 - 32.515 +65.0 -110.0 +65.0 -110.0 +65.0' -104.6• Ys -%-Ys 32.516 •39641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 140" Custom •• • 39.841 +65,0 -110.0 +65.0 -110.0 +65.0• -104.6• • +65/-110 FOR GLASS TYPES 11 & 12 TABLE 16: TABLE 12: Glass Types 16-12 614-16 Design Pressure (lbslft2)for XO or OX Windows Reinf Leel Window Buck Height R4 54" 63" 76" Wndow Buck Width 25-1/2" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 28" +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 38" +650 -110.0 +65.0 -110.0 +65.0 -110.0 42" *65.0 -110.0 +65.0 -110.0 +65.0 -110.0 48" +65.0 -110.0 +65.0 -1160 +65.0 -110.0 60" +65.0 -110.0 +65.0 -110.0 +65.0 -93.9 75" +65.0 -110.0 +65.0 -103.5 +65.0 00.0 EXTERIOR a SEE TABLE 26 FOR ANCHORAGE •• MIN. SASH SIZE - WINDOW WIDTH - 60.72 2 Glass Types 14 - 18 Sash Conapvatlon Sash Width Range 6n) Design Pressure (Ibs/ft2) for XOX Windows R&M. Lew! R4 Window Buck Height 46' 54" 63" 60" Custom 11.391 - 13.397 +85.0 -110.0 +65.0 -110.0 +65.0 -110.0 34 -h -Y. 13.398 - 15.360 +65.0 -110.0 +65.0 -110.0 +85.0 -110.0 34-)4-)i 15,381 - 19.641 +65.0 -110.0 +65.0 -110.0 +85.0 -110.0 c 1 75• Oi Custom 11.391 -13.397 +65.0 -110.0 +65.0 -110.0 +85.0 -109.3 34-)4-Y4 13.398 - 19.110 +85.0 -110.0 +85.0 -110.0 +85.0 -102.0 34-%-% 19.111 - 24.841 +65.0 -110.0 +65.0 -110.0 +65.0 -102.9 00 i96' g. Custom 17.641 - 19.397 +65.0 -110.0 +85.0 -110.0 +65.0 -97.4 34_33j_36 19.398 -24.380 +65.0 -110.0 +65.0 -110.0 +65.0 -92.0 Custom 24.361 -31.641 +65.0 -110.0 +65.0 -110.0 +65.0 -88.4 120" )44-34_% 29.841 - 32.515 +85.0 -110.0 +85.0 -109.8 +65.0 -84.3 34-34-)4 32.516 - 39.841 +65.0 -110.0 +85.0 -105.0 +65.0 -80.8 140" Custom •• - 39.641 +65.0 -110.0 +85.0 -105.0 +65.0 -80.0 SEE TABLE 27 FOR ANCHORAGE SEE TABLE 22 FOR ANCHORAGE NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) "1/4-1/2-1/4" AND "1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. TABLE 13: Glass Types 566 sash ConlSwa8 Sash Rarp.0n Width((1 M) Design Preuure (IbsMt2) for XOX Windows ' Reid Leal R4 Willow Buck Height 36" 48• 54• 63" 80" c Custom 11.391 - 13.397 +65.0 -70.0 +65.0 70.0 +65.0 -70.0 +65.0 -85.3 )444-% 13.398 -15.360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +85.0 -70.0 )4-x)6 15.361 - 19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +85.0 -70.0 SR -g 75" co Custom 11.391 - 13.397 +85.0 -70.0 +65,0 -69.8 +83.3 83.3 +53.2 -53.2 34-14-Y. 13.398 - 19.110 +65,0 -70.0 *85.0 -70.0 +65.0 -88.5 +56.2 -58.2 X -)c -X 19.111 -24.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +85.0 -86.0 iCustom g• 98" +65.0 19360 - 19397 +55.0 -70.0 +59.9 -59.9 +55.5 -55.5 +49.1 -49.1 X -M -y. 19.398 - 24.360 +55.0 -70.0 +821 -621 +560 38.0 +50.3 -50.3 Caton 24.361 -30.380 +65.0 -70.0 +65.0 -70.0 +65.0 -87.3 +57.0 -57.0 120" 3444.34 •• -30.380 +85.0 -70.0 +599 -69.9 +55.5 35.5 +49.1 -49.1 TABLE 14: "MIN. SASH SIZE - WINDOW WIDTH - 59.28 2 SEE TABLE 24 FOR ANCHORAGE Glass Types 7 & 8 Sash Conipwatbn Sash Wdth Range On) Dee Ign Pressure (lbs/R2) for XOX Windows Rdnf. Lex' R4 W dove Buck Height 36" 48" 54' 63" Wlndaw Buck Width Custom 11.391 -13.397 +85.0 -70.0 +85.0 -70.0 +85.0 -70.0 +65.0 -70.0 3,-X-% 13.396 -15.360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 )4-54-14 15.361 -19.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 Custom 11.391 -13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +85.0 -70.0 Y4-)444 13.398-19.110 +85.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 4-34-34 19.111 -24.641 *65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +85.0 -70.0 Custom 16.360 -19.397 +65.0 -70.0 +85.0 -70.0 +65.0 -70.0 +65.0• -67.2" %44.3/4 19.396 - 24.380 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +650" 38.8' Custom 24.361 -30.360 +85.0 -70.0 +65.0 -70.0 +65.0 -70.0 +85.0 -70.0 %4_35_y •• -30.360 *65.0 -70.0 +65.0 -70.0 +85.0 -70.0 +65.0• 37.7 • +85/-70 FOR GLASS TYPE 8 •• MIN. SASH SIZE - WINDOW WIDTH - 59.28 SECTION DETAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES & CONFIGURATIONS) •• ••• • • • • • •• • • O. • . . • • • • • • •41 • • • • •. • • •• ••• '.••. •- • 2 IIGLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL • FIN FRAMES SEE TABLE 25 FOR ANCHORAGE • •••' '7r 1I6 ... • • -• :.•.•. •• •.; • • , ••.. . • • • ••• • - • • A. LYNN.MLLER, P.E P.E.# 58705 • • 1.70 •TECINOYOGY DRIVE Na VENISE, R 34275 • P.O. IBM 1529 NDKOMSAFL 34274 Raised B* Data: Rndstan: Revised ey: Dote: RaNaton: PRODUCT REVISED as cewply,ng with the P4oritut Building Code Acceptance No 162-0 Lypimhon Date CERT. OF AUTH. •29296 Desalption: Drawn By: DESIGN PRESSURE TABLES J ROSOWSKI Me: Dots HORIZONTAL ROLLER - LM 05/15/15 S.rSs/ModN: Scats: Shast Drawing No. Raw. HR -5510 NTS 8 OF 18 MD-HR5510-01 A ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• TABLE 17: Glass Types 5 - 8 Sash Width On) Anchor Quantities for XO or OX Windows 30" Height 38" Height 48" Height 54" Height 30" Height 36" Height 48" Height 54" Height Reint Leel R1 Head & Sid 2 Head & Sill a 4, Head & Sill a Head to & Sill a . Head & Sill a Head !; & Sill a Head 104 & Sili a Head & SIII a Head & Sill Anchor Group A Anchor Group C Anchor Group C 25-1/2" 12.147 Window Buck Width 25.1/2" 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 28" 13.387 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 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 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 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 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 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 3 1+C2+1 Anchor Group B Anchor Group D Window Buck Wdth 25-1/2" 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 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+02+1 3 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 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 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 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 SEE TABLE 6 FOR DESIGN PRESSURE TABLE 18: Gass Types 5 - 8 Sash Width (in) Anchor Quantities for XO or OX Windows 30" Height 36" Height 48" Height 54" Height 30" Height 36" Height 48" Height 54" Height Reinf. Level Head & Sill a Head 1; & Sill a 4, Head & Sill a 1,6 Head & Sill a 4 Head & Sill C Head 4 & Sin a Head & Sill a A Head & Sill e . Anchor Group A Anchor Group C Window Buck Width 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 28" 13.397 1+02+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 38" 17.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 42" 20.397 48" 23.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 60" 29.397 2+02+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 75" 38.897 Anchor Group B Anchor Group') • • • Window Buck Widh 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 1 3 1+C2+1 2 1+C2+1 3 1+C2411 3 A•C2.1 3 elf k, 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+C&+A . 32 A ;C2"+1 3 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 110t16 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 3 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+4+1• V 1+C41 3 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+A+2 3 2;C42 3 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 Z+Fa+2 :3' 2+C2+2 3 SEE TABLE 7 FOR DESIGN PRESSURE Max. Anchor O.C. Anchor Anchor Spacing for "Integral- Group E Group F Fln" Installation 3.8" 4" GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY PER JAMB 2+C3+2 HEAD AND SILL ANCHOR QUANTITY: (2) ANCHORS AT THE FIXED SECTION + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. SEE ELEVATION SHEET SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 SEE CLUSTER DETAILS, SHEET 6 MEETING RAIL REPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY PER JAMB 1+C3+2+C3+1 • • +• • • • i • •SEC i • EL•l•iilON, • SiEL•r 1 •• • SEE ELEVATION, SHEET 1 HEAD AND SILL ANCHOR QUANTITY: (1) ANCHOR AT THE SASH + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE FIXED SECTION + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (1) ANCHOR AT THE SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. -- SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 MEETING RAIL REPEAT ANCHOR PATTERN AT SILL • • Malt ArlclforO.C. •SpacIsg forl Integral- • Fin"instaibtIon Anchor Group F 4" SEE ELEVATION, SHEET 1 SEE CLUSTER DETAILS, SHEET 5 NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. PRODUCT REVISED as complying with t.4o F arida Building Code Acceptance No 16.0 F piration Dote > 0 o Lo v U N N O� a M zLL it) M- w U X 1--Z mo 0 • O -z az (941)-480-1600 LO 113 0 0 0100 ANCHOR QUANTITY TABLES J ROSOWSKI HORIZONTAL ROLLER - LM •,baa "aa M D-HR5510-01 ON 050 CO LL 0 C7 laags (1) 1- z O ll') th 2 „as A. LYNN MILLER, P.E. P.E# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0410 • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • •• •• 000 • • • 0100 • • TABLE 19: Glass Types Anchor Quantities for XO or OX Windows Max. Anchor O.C. Spacing for "Integral - 5 - 8 Sash 30" Height 36" Height 48" Height 54" Height 63" Height 30" Height 36" Height 48' Height 54' Height 63" Height Fin" Installation Reint Level Width (in) Head E Head & Sill t Head & Sill E Head ' & Sill E Head & Sill E ' Head &Sill E Head 4 & E Head g &Sill E Head 4 & a Head -, & Sill E Anchor Group E Anchor Group F R3PRODUCr & Sill 4 4 Anchor Group A -, Anchor Group C , 3.5' 4" REVISED as co>ndyins with use Dorlds Window Buck Width I 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 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 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 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+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 Anchor Group B Anchor Group D Window Buck Wdth 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 28" 13.397 1+02+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 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 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+0'2+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+C2+2 2 2+C2+2 3 2+C2+2 4 2+02+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 SEE TABLE 8 FOR DESIGN PRESSURE U W X (6 O' W — O . °D Z m O 1 p j W .._i J z ',N SMO __• TABLE 20: Glass Types Anchor Quantities for XO or OX Windows Max. Anchor O.C. Spacing for "Integral- I— o O O z n- z —_ QUANTITY TAE AL ROLLER - JTS N 10 OF 18 5 - 8 Sash 30' Height 36' Height 48" Height 54" Height 63" Height 72" Height 30" Height 36" Height 48" Height 54' Height 63" Height 72" Height Fin" Installation Reint Level Width On) Head -g Head n Head n m Head a Head m d Head m 2 m Head Sill Head 1 & Sill n Head , & Sill d Head m & Sill n Head & Sill n Head & Sill ' Anchorup Anchor & Sill i & Sill ' & Sill � & Sill � & Sill � & Sill -� & � � � � , Group E Group F ® R4 Anchor Group A Anchor Group C 3.2' 4' w Buck Width I 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+C2+1 5 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 (41 ANCHOR Z a 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 0 0 o 36"CL 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 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 s L42" .., to 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 O ti 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 2 Z 5 2+C4+2 5 NOTES: aper "sod saua5 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+03+2 4 2+03+2 1) FRAME 75' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 • •7 2s-624-24 3 •2+C1+2 •1 •2+C3i2• 4 2+C4+2 5 2+C4+2 5 IDTTHH ANDNS ARE BUCK WWD \ k l 3 l :; • . Anchor Group B . • • • • •. • Alchor Ciioua D BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS •.:�•.�' Window Buck Width 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+C2+1 5 1+C2+1 _ Z 1+2,`z+1 ; 3; 1++2++ ,•:1 +C2;+1• 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON 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 f+tt+1 I s 1+C2+1 rb •1+0241 4 1+C2+1 5 1+C2+1 5EETs 6-8. ` 36" 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 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 5 1+C3+1 5 2) FOR SIZES NOT UP TO S42" -- 20.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1. � 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+03+1 •4>, 5 1+C3+1 5 THE NFJCT AVAILABLE THE NEXT AVAILABLE �jr tl iii 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+03+1 5 1+C3+1 5 1+C2+♦ 2 0 1+C2+1 . ••• 3 1 C2+••I • 4 •1+Gg+1, 1+C3+1 5 1+C3+1 5 WIDTH OR HEIGHT DIMENSION SHOWN ON. 7 .:. - 60" 29.397 2+C2+2 2 2+02+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+04+2 5 2+C2 -2 2 •2+C1+2 . 3 i 2- +2 •4 231;34 t 2+C3+2 5 2+C4+2 5 THE TABLE. r, . 75" 36.897 2+C2+2 2 2+C2+2 3 2+03+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+43+1 2: +C2+2 31 2+C012 4 2 (3+2 •41' 2+C4+2 5 2+04+2 5 3) SEE SHEET 9 FOR A I SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE _ TABLES. A. LYNN MILLER, P.E. P.E.M 58706 • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • •• •• 000 • • • 0100 • • 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • . • 000 • • • 000 • • 21: TABLE Glass Types Anchor Quantities for XO or OX Windows Max. Anchor O.C. for "Integral- Anchor Group F 5 - 8 SashSpacing 54" Height 63" Height 30" Height 36" Height 48" Height 54" Height 63" Height 30 Height 36" Height 48" Height Fin" Installation Width Head a Head J1 Head b Head d Head 2 Head d Head O Head a Head a Head q^ Reins. Level (in) & SIN . & Sill . & 58 . & Sill . & Sill ' & Si0 m & Sill g & Sill & Sill LI & Sill . Rev 2 Rev 1 '11118 1cuO R4 Anchor Group A Anchor Group C I Window Buck Widh I 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 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 42" 20.397 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75" 38.897 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 Window Buck Width I 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+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 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 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 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 1+C2+1 2 1+02+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+02+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+03+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+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+02+2 4 2+C2+2 4 2+C2+2 4 SEE TABLE 11 FOR DESIGN PRESSURE TABLE 22' 0 0 X " m - Z m 0 T 07 W pm Glass Types Anchor Quantifies for XO or OX Windows GLASS TYPES 10-12 614-16 MAY NOT BE USEDLL O Y o Z 0 o TITY TABI OLLER - L CO 10-12 & 14-16 Sash Height 48" Height 54" Height 63" Height 76" Height 30" Height 36" Height 48" Height 54' Height 63" Height 76" Height WITH J -CHANNEL 30" Height 36" Reint Level Width lin) Head Head d Head E Head a Head E a Head E a E Head 2 Head E a Head E . 2 Head E & Sill d Head E & Sill d Head E & Sill n • OR INTEGRAL FIN FRAMES fl & Sill . & Sill . & Sill .I°� & Sill A & Sill . & Sill .4 & Sill 11 & SIII & Sill 4 ' 5 5 5 5 5 ANCHOR QUAN -1ORIZONTAL R IR -5510 NTS R4 Anchor Group A Anchor Group C 25-1/2" 12.147 1+02+1 2 1+C2+1 3 1+02+1 4 1+02+1 4 1+C2+1 5 1+03+1 t 28" 13.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 AU Y 36" 17.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 m 42" 20.397 Not Allowed 1+02+1 2 1+02+1 3 1+C3+1 4 1+C3+1 4 1+03+1 5 1+C4+1 'S 1+02+1 2 1+C2+1 3 1+03+1 4 1+C3+1 4 1+04+1 5 1+04+1 48' 23.397 - _ 2+C2+2 2 2+C2+2 3 2+03+2 4 2+03+2 4 2+04+2 5 2+04+2 5 3u n •'sap o saag 60' 29,397 NOTES: 75" 38.897 2+CZ+� ,• a+Q+2• 3 .2+C2+2. 4 2+C4+2 4 2+01+2 5 2+04+2 5 1)RE FRAMEBUCK WIDIMDTHENSIONSAND A Anchor Group B• • 414. • �n %lorGroup D • BUCK HEIGHT (SEE• Window Buck Width I 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+C2+1• 2 l+�+} S+CtM • • _ 4 •1+C2+1 4 1+C2+1 5 1+C3+1 5 SAS HEETSPER THE 3 4). SASH SIZEON IS FIGURES 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+03+1 5 1+C3+1 5 1- +1 24 l+C2•14 3 •1+011+1. 44 41+02+1 4 1+03+1 5 1+C3+1 5 SHEETS6-8. 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+04+1 5 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+04+1 5 2)FOR SIZES NOT 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+03+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 WN, ROUND UP TO SHOTHENEXT AVAILABLE _ r / i /6 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+03+1 4 1+04+1 5 1+04+1 5 1.1C2+1• 2 1+132+1 • 1+C3+1. • 4, 1fev1 4 1+04+1 5 1+04+1 5 WIDTH OR HEIGHT DIMENSION SHOWN ON •. i' - 60' 29.397 2+C2+2 2 2+C2+2 3 2+03+2 4 2+C3+2 4 2+04+2 5 2+04+2 5 4n+C2+2; 2 •2+42+3 y' 2+C3+2. 04 2 Cri 2 4 2+01+2 5 2+04+2 5 THE TABLE. 75" 36.897 2+02+2 2 2+C2+2 3 2+03+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 rZ-C2+22 b2 2+C2+Z g r 2+0+2* T1 244-2 4 2+04+2 5 2+C4+2 5 3) SEE SHEET 9 FOR A SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE TABLES. A. LYNN'MILLER, P.E. R6 6 58705 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • . • 000 • • • 000 • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 23: Glass Types Anchor Quantities for XOX Windows 5 - 8 Sash Sash 24"Height 9 30Height ' 99W 36"Height 48"Height 54Height " 9h 63'24" Height Height 9 30" Height 9h 38"Hei M g 48Height ' w 54" Height 9 ' 63Height ' p Reinf. Lewl R3 Coniguration Wdth Range Oh) Head & Sill aa E•i Head & Sill 1 Bead & Sill a 1 Head & SNI i Head & Sill a Head 8 Sill o ' Head & Sill .0 ' Head & SIN .0 ' Held 8 Sill .0 ' Head & Sill a > Head & Sill a 1 Head & Sill .0 EW, Anchor Group A Anchor Group C 35-1/4" 14-34-54 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 38" 34-.4-34 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1*C2*0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 3,-34-3,11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2*0+C2*1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 45.1/8' Y-3,4-% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Y.-%-).11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1+02+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1*C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 473/4" 4-34-34 12.298-15.558 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+02+0+02+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+(,7+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 L 52-1I8' 34-34-Y 12.017-13.387 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2*1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2*1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 4 -Y -Y 13.398 - 17.018 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1*C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1*C2*1 2 1*C2*1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 ICHNOLOGY DRIVE CE, FL 34275 IX 1529 IIS, FL 34274 30-1600 i 60" Y -%-y. 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2*1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 )4-}4-Y 15.361-19.641 1+C2+0+02+1 2 1+C2+0+C2*1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+o+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 Custom 11.391-13.397 1*C2*3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+(2+1 4 1+C2*3+C2+1 2 1*C2+3+C2*1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 75" %-4-% 13.398-19.110 1*C2+2+C2+1 2 1+C2+2*C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+02+1 2 1+C2+2+02+1 2 1+02+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 Y -%-Y 19.111-24.841 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 Custom 18.360-19.397 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3*C2+1 4 1+C2+3+C2+1 4 96' Y -Y -Y 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3*C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.381-30.380 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 120" Y -Y -Y " -30.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C2+3+C2+1 2 1+C2+3+C2*1 2 1+C2+3+C2+1 3 1+C2+3+C2*1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Anchor Group B Anchor Group D 35.1/4' 34-Y-4 11.391-11.381 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1*C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+C2+0+02+1 2 1+C2+0+C2*1 2 1+C2+0+C2+1 3 1+02*0+C2+1 4 1+C2+0+02+1 4 1+C2*0+02*1 4 38" Y -Y -Y 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+02*1 4 1+C2+0+C2+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1*C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 4 Y -Y % 11.391-13.397 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2*0+C2*1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+02+0+02+1 4 45-1/8' Y -Y -Y 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2*0+02+1 3 1+02+0+02+1 4 1+C2+O+C2+1 4 1+C2+0+02+1 4 1+02+0+02+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+C2+0+02+1 4 1+C2+0+02+1 4 1+C2+0+02+1 4 Y- % 11.391-12.297 1*C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+02+1 4 1+C2+1+C2+1 4 473/4' )4-Y-)4 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 2 1+02+0+C2+1 2 1+02+0+C2+1 3 1+C2+O+C2+1 4 1+02+0+02+1 4 1+C2+0+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2*1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2*1 3 1+C2+1*C2*1 4 1+02.11+C2+1 4 1+02+1+02+1 4 L52 -1I8' + %-)4-Y 12.017-13.397 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+02+1 4 1+02+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+02+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y -%-Ys 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02*1 4 1+02+0+02+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+02+0+02+1 4 1+C2+0+02.1 4 1+C2*0+C2+1 4 m Custom 11.391-13.397 1+C2+1+02+1 2 1+02+1+C2+1 2 1+C2+1*C2+1 3 1+02+1+C2*1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2*1+C2+1 2 1+C2*1*02*1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2*1+C2+1 4 g 80' 1-Y-1; 13.398-15.360 1+02+1+02+1 2 1+C2+1*C2*1 2 1+C2*1+C2+1 3 1+C2+1+02+1 4 1+C2+1+02*1 4 1+C2+1+C2+1 4 1+02+1+C2+1 2 1+02+1+C2*1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1*C2+1+C2+1 4 2 14-34-Y 15.361-19.841 1+C2+0+02+1 2 1+02+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1*C2+0+C2+1 4 1+C2+3+C2+1 2 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1*C2+3+C2+1 4 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3*C2+1 2 1+02+3+02+1 3 1+C2+3+C2+1 4 1+C2+3+C2*1 4 1+C2+3+C2+1 4 1+02+3+C2+1 2 1+C2*3+C2+1 75" %-.4-% 13.398-19.110 1+02+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+02+1 4 1+C2+2+C2+1 4 1+C4' +CZ++ i 1$G2j2+C21,1 2 11C242+02.1.2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+02+2+02+1 4 1+C2+2+02+1 4 Y h -Y 19.111-24.641 1+C2+1+C2+1 2 1+C2+1*C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1:C2*1+C2+1% '1401+D1+1h 19C2.1+61E+1 2 1+02+1+02+1 3 1+C2+1+C2+1 4 1+02+1*02+1 4 1+C2*1+C2+1 4 Custom 18.380-19.397 1+C2+3+02+1 2 1+02+3+02+1 2 1+C2*3+C2+1 3 1+02+3+02+1 4 1+02+3*C2+1 4 1+011+3+C2-4 r ldC2.3+/+1.2 114293+C2• 161 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+02*1 4 1+C2+3+02+1 4 96' Y -Y -Y 19.398-24.360 1+02+3+02+1 2 1+02+3+02+1 2 1+02+3+02+1 3 1+C2+3*C2+1 4 1+C2+3+C2*1 4 1*(i+4J+Ca+, 3 r+(43+54142 fC2;3+ciet113 1+C2+3*C2+1 3 1+C2+3+02+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.361-30.360 1+02+2+02+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 3 1+02+2+02+1 4 1+C2+2+C2+1 4 1+C2+2+C2*1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1*C2+2*C2+1 3 1+C2+2+02*1 4 1+C2+2+02+1 4 1+C2+2+C2+1 4 127 %-Y-Y -30.360 1+C2+3+C2+1 2 1*02+3+02+1 2 1+C2+3+C2+1 3 1*02+3*C2+1 4 1*C2+3+02+1 4 1*C2+3+C2+1 4 1+02+3+C2+1 2 1+02+3+02+1 2 1+C2+3+C2+1 3 1+02+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+02+1 4 SEE TABLE 9 FOR DESIGN PRESSURE WINDOW WIDTH - 59,28 NOTES: •aa • • • • • • • • • - ` - Iiy I// l 0 Max. Anchor O.C. Spacing for "Integral- Anchor Group E Anchor Group F ' MIN. SASH SIZE = 2 1) FRAME IMEt:IONS ARiBj AK VVI ANJB BOCK ISEI(:T (SEE SHEETS 3-4). SASH Sl IS ASeER TVE S D.T.SHE b•8 2) FOB SIZES NC HOWN, ROLJID ISP T) THE NF)tre4AB=E WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ( ( Fin" Installation3) 2.9" 4" SEf t•HIET 9 fOR A GUIDE TO USING THESE TABIES. • 4)'1/4-1/2-1/4' AND -1/3-113-1/3" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WRHIN THE SASH WIDTH RANGE ; A. LVNN MILLER, P.E. IN THE ADJACENT COLUMN. 'CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.a 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 24: Glass Types Anchor Quandtles for XOX Windows 5 & 6 Sash Sash 24" Height 30' Height 38" Height 48" Height 54" Height 83" Height 24" Height 30" Height 36' Height 48" Height 54" Height 63" Height RdM. Level' Configuration Width Range On) Head & Sill a i Head & Sill 1 Head & Sill i Head & Sill a i Head & Sill a i Head & Sill a 1 Head & Sill i Head & Sill a i Head & Sill a 1 Head & Sill a 1 Head & Sill a i Head & Sill i 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 R4 Anchor Group A Anchor Group C 35-1/4" 34-34-)4 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 38' 34--34-Ya 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1*C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 Xi -A -A 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 45-1/8" 14-1i-% 13.398 - 14.663 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 %44-% 11.391-12.297 1+C2+1+C2+1 2 1+C2+1*C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1*C2+1+C2+1 4 1*C2+1+C2+1 47-3/4" 34-)6-% 12.298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 Custom i 11.391-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 L v 12.017-13.397 1+C2+1*C2+1 2 1+C2*1*C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 34--h-Ys 13.398-17.018 1+C2*0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 m m Custom 11.391-13.397 Not Allowed 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2*1+C2+1 3 1+C2*1*C2+1 4 1+C2*1+C2+1 4 1+C2+1+C2+1 IU/U 1 CleflIVULNA.,i URIVG N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (941)-480-1600 i 60" X-34-1/1 13.398-15.360 1+C2*1+C2+1 2 1+C2*1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2*1 'A-6-14 15.361-19.841 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 75" )4-)4-y, 13.398-19.110 1+C2+2+C2+1 2 1*C2*2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 Ys-Yi-Ya 19.111-24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1*C2*1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 Custom 18.380-19.397 1+C2+3*C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1*C2*3+C2+1 4 1+C2*3*C2+1 96" 1/4-%-31. 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2*1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3*C2+1 4 1+C2+3+C2+1 Custom 24.381-30.360 1*C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2*2*C2+1 4 1+C2+2+C2+1 4 1+C2+2*C2*1 120" 34-34-3i "• -30.360 1*C2*3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 Anchor Group B Anchor Group D 35-1/4" 4-4-34 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2*0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+7 2 1*C2+0+C2*1 3 1+C2+0+C2+1 4 1+C2*0*C2+1 4 1+C2+0+C2+1 4 38" 34-14-14 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2*0+C2+1 4 1+C2+0+C2+1 4 1+C2*0+C2+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0*C2+1 4 Y. -Y1-% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2*0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0*C2+1 4 1+C2+0+C2+1 4 45-1/8" %-li-Ys 13.398-14.683 1+C2+O+C2+1 2 1*C2+O+C2+1 2 1+C2+0+C2+1 3 1*C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2*1 2 1+C2+0+C2+1 2 1+C2+0*C2*1 3 1+C2+0+C2+1 4 1+C2+0*C2+1 4 1+C2+O+C2+1 4 2 1+C2*1*C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 47-314" }f)-}1-3/4 11.391-12.297 1+C2+1+C2*1 1+C2+0+C2+1 2 1+C2+1+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2*0+C2+1 4 1+C2+0+C2+1 4 1+C2*0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2*0+C2+1 4 34-)a-% Custom 12.298-15.558 11.391 - 12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1*C2+1 4 1+C2+1+C2+1 4 1+C2*7+C2*1 4 1*C2+1+C2+1 2 1+C2*1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2*1+C2+1 4 1+C2+1+C2+1 4 c 52-1/8" y. -%-y, 12.017-13.397 7+C2*1+C2+1 2 1+C2+1+C2+1 2 7+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1*C2+1+C2+1 2 1+C2+1+C2*1 2 7+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1*C2+1 4 )5-3-Y 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 m Custom 11.391-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1*C2+1+C2+1 4 A 60" %-)4-% 13.398-15.380 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1*C2+1*C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1*C2+1+C2+1 4 1+02+1+C2*1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2*0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 -i- 1- gIi -)i-3415.361-19.641 ae..1 SQ �I,as Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2*3+C2+1 4 1+C2+3+C2+1 2 1+02+3+C2*1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2*3+C2+1 4 1+C2+3+C2+1 4 75' %-)4-y, 13.398-19.110 1+C2+2+C2+1 2 1*C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C.4+C b 4 1 2+i+C2*, 2 1402V+C2+, 1+C2+2+C2*1 3 1+C2+2+C2+1 4 1*C2*2*C2+1 4 1+C2+2+C2+1 4 Y -Y -Y 19.111-24.841 1*C2*1*C2*1 2 1+C2+1+C2+1 2 1+C2+1*C2+1 3 1+C2+1*C2+1 4 1+C2+1+C2+1 4 1++2+1+C2+1 111•C2 1+1+1: 1:C2 : +Ci+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C•+3+C2+11 • 1•C2+4+C8+1 Q 1•CZ1.1+C2y) 2 1+C2+3*C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2*1 4 1+C2+3+C2+1 4 , . 96' %44-Y 19.398-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1*C2+3+C2+1 4 1+CZ+!+C2jio g 1rCJ•O+CZ , •2 1:C23*Ca+i 2 1*C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 Custom 24.381-30.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1*C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 7+C2+2*C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 _ . ' 120' '-Y-Y " -30.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1*C2+3+C2+1 3 1+C2*3*C2*1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 .- WINDOW WIDTH - 59.28 NOTES: • • • • • • • • • ++ SEE TABLE 13 FOR DESIGN PRESSURE �` 16 Max. Anchor O.C. Spacing for "Integral- Anchor Group F '" MIN. SASH SIZE - 2 1) FRAME 0>1MENSIONS ARE BUCK WIDTHeAND BUCK h141Ghi7sdE SHEETS 3-4). SASH SIZES AS PER THE FIGURES ON46HEETS 64 • • • LE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 2) FOR SRES NOTSHONN, IOU/ /P TO THE NEKDAVAll•4BW 3) SEEUF T 9ISA GUIDE TOUSlIWGINESE TABLE" • • ' . . Fin" Installation 4" 4)-1/4- /2 -174" AN}� "1/3-1/3-1/3' I00ICA THAT THOSE STANSARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A. LYNN MILLER, P.E. p_E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RODUCT REVISED s complying with the Florida lending Codc ,cceptmxe No ICe . 17 xpiratioo Date 7.31 W/ !Dap („ •'r• 4iamt .. V ? 1,0 -01.991:H -0N ,q 81. 30 '171. T, SIN m 01.�99-2H INSMOSO2I f `, Wl - 2J311O2I 1V1NOZ12:1OH : '` •`'. 91•/91./90 ° S318V1 AIIINdf O HOHONV 4, . '' = w 009E 4LZ4£-d`SIWONON 6zS SLZ4£ld'301N3A'N -084"(6h6) ' 6 X08 'O"d 96z6z#ainvdo'i2130 ®TON ��„� , `- r .Q BAI IOA001ONH0310L06 • '"4 t *a zAaa Anchor Ouanthies for XOX W n dow s 24" Heigh 30" Height I 36" Haigh I 48" Height 54" Height I 63" Height ' 24" Height I 30" HegM I 36" Height I 48" Heigh 54" Height 1 63" Height Heed 8 Sill Heed 8 Sill Heed & SUI ' Heed & Sill 'I Heed 8. Sill ' Heed 8 Sill I Head A Sill iu Heed 8 Sill w Heed 8 Sil EI Heed & Sill I Head 8 Sill i6I Heed & Sill Anchor Group A Anchor Group C 11+C2+3+C2+11211+C2+3+C2+1I 211+C2+3+C2+11311+C2+3+C2+11411+C2*3+C2*11411+C3+3+C3+114 Anchor Group D 11+C3*3*C3+114'1+C2+3+C2+11211+C2+3+C2+11211+C2+3+C2+11311+C2+3+C2*11 411+C2+3+C2+11411+C2+3+C2+1141 SEE TABLE 14 FOR DESIGN PRESSURE ,,••• •,•• • • • • • • • (!MEN.yONS ARE IIILCK WID HI1ND BUCK F IIG ( E SHEETS 3-4). SASH SIZE IS AS PER THE • I AT. A GVUIDEROUVO QTaHE I NE S.AIII1BL: WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, BETTA 2-1/4" AND "113-113-113" INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE DJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. V9YYY9YY9Y Y 80088 0000000000000000000 i F T F Y F i g i i a i 999 Y+ F• V+ __♦ 8333 r_ T# YtYY 0 0 o 3 0 3 O -- 0 3 88 O- 3 0 .- +- 0 3 YOYYYYYY 0 3 o 3 0 0 3 3 m 3 0 a a a a a a a a a a a a a v a o a + 3 Y Y 0 0 # + + 3 Y 0 + + + 3Y Y + 0 0 + 4 + + 3 Y ' 3 3 4 + + + 30 ' Y 3 3 + + 0i+3u3+ + (8 4 + + ' Y 3 0 + T + 7.' 7' 3 3 + + i i 3003 ' + 3 3 + 4 . .- + N 0 0 + + Y+ 0t + 0 T + ♦ 3t # Y + 0 0 + + 94 94 Y + 0 3 4 + 1+C2+1+C2+1 i+C2-0*C2+1 1+C2+1*C2+1 O+ O • Y+ + U U + i oN u3+ 4#♦4 + «' U U # T 3+ + U U 4 + Y+ Y# U + + a a a a a a a a a f a a a a a a a a .- t N N C.) V O 46O 0 0 + + .- N u 0 _ 4- N N! u o h OFO++ 0 0 4 + .- ., N N L.) u 0 0 f ♦ r N Nr u u '+':O 0 0 _ N4 u 4 0 + Nt Nr 0 u OfN 0 0 + + Nt N t o o h N 0 0 It. + r 4- N N u o '+; :: Nf+ 0 0 i + 4- N N 0 0 Nf N 0 0 + _ N N N c) Y Y YYgOO++ U U U N N Y Y U U N N Y Y U U N N N Y Y” O 4 U 0 U N N 0"""""" O+ V 3 N N V 4 N " N mi U+ V CV 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 N 4 4 3 p N33NNNNNNY 0 # F F F F 0pp T ♦ 0p0Y+0 + ryry T re' ++ r 4 ryYu3Y +++++ f + + F NN + i% F u 3 0 Y+YY+ NNNN0NNVNNNNNVVV + + 3 u 3 u F F++ + iN}+'+ u 3 0N + • + F O 3 3 0N + +8+ + ++00V0V0V000V0VryNVV N N • • U V + NiN+ V •V 00000000000000000000000000000000010 N O N 4 # V V a a UODUUUUU+OOUf6UfUODUAU6 # U a + + N V U a N 4 V U a+ T 4 V Q +S # U 4 M ♦ N U U 4 a+ N U U r N f ! NN U U 4 A ! h U U N U N a a N U+ UUUUUU N+ a + N + N♦NNNN 4N4 U U6 ♦ U Y i. ON U ♦ f* U 8 Ai. �L 0 0 + .N r•4�#•i+ 50 + 4 U NNNN 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 0.1 to N N 0 0 a 0 366 0 0 f 8008 0 i NNN3+6 ♦ 44 a f + 88 O + 80 t 6331.3+3363 f + N8 b N00 M + f++r + tt + 080 f t + + 8 N N+ a• 0• uv333o N 0{{+ * 1+C2+0+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 k. tri" 300 + N _0 + 7 NNtr7'c 06 N 4 + F 4 "1 El +NoNNu+ 4 • • LAnchor Group B d •1 • M a + ♦ + 3 0 0 a a a Y Y Y N N 0 U axaxxaxxat.,cip. Y Y N ♦ h U 3 U Y 9 Y # 4 U 3 Y Y t ♦ 3 3 Y Y .• + #� 3 0 Y 90u a ! 3 3♦ -. - 07 0 a .4 909 333333333333333333 a a a ++ 0 + 0 a 4+ # ♦ 0 4 + 0000000000000 a 4 4 4+ 4 a r m N 4 h 4# m N 4+ +r a a a a a a a a a a a a a a f a a N N N U U U 888846 N N N 999999 N N U V N N N N N U U U 48446 N N N Y.9999999999m N N U U N N N N U 0 N N N N V U 448. N N N N U U N N N N O O A4 N N m m m m m m m m m m m m m m m m m N N 0 0000000000000000 aaa�ae-•a��a 3 3 3 N N 3 N N 0 3 0 N 3 3 N N 3 0 N Nz;N 3 3 N N 3 3 N 0 3 N NNNCVNNNNNNNCV CVNNCJCV u u 3 a a a N N N U U V u 3 a 4 N N U U u 3 u a 4' N N N U U V 0 0 a .- N N U u 3 .- O N N U U N N m N U U N 0 N U U N 0 3 m N N N U U N N N N N N N N N N N N N N N N N N G N N O doh N N N 000000000000000000p N N N N + F h N .- N 4 f N N T T++++++ NN xaYNyVUU N N N N mp oW 'ABLE 25: q y a> m p� M .- f•f N m W .- tsi o'i N a N W m m 'n O h N W � m t�'.f O m h n W as o m m Hf c� W trnl A m , �, O Ot N W C1 t.I O roa t+t W l� N ah M W 1 m tg'i. OI N m n .- N m W n 0 .- N � tm0 N a N W n4 m � N O^ 0 N ni W n S 01 � O m r� m W 4'n m e t'� to m W �i m o t7 CI 1 W °'n � m en a !T .- O 0 0 O� W 1.h O W 8 `0 tT 8 O = LL p n % g a C7 ts C9 N D N of � m � m 1.T N• N X .0 N Max. Anchor O.C. Spacing for "Integral - Fin" Installation t 1 N g U X X X XXX XXX X AA X X A Custom X X X X a X E 0. x X d X '%4444 Custom a X X X a X E X E X X. X X 0\ X X \XXX X X X XXX X X \ E X X X X U a X E X g X U\ X X X X X Custom X E X X V X E X A V _..7, g e a a W S r- Si m m Q e v S n 8 0 4FM Mon9 Maputo qPM Mone MoPuM • Glass Types t0 - 12 Sash Cantplaatlm Sash math Range On) Anchor Quantities for XOX Windows 24" Height 30" Height 36" Height 48" Height 54" Halpin 83" Height 24" Height 30" Height 36" Height 48' Height 54" Height 83" Height Head & Sip a 1 Head & Sill a Head & SIII I Head & Sill e A Head & SII n ' Head & Sill i Head & S91 n g Head & Sill n g Head & Sill .0 gHeed & Sill n ' Head & Sill a Head & 5111 merit Level Anchor Group A Anchor Group C reoww Buck Wdlh 35-1/4" X -X -X 11.391 -11.391 1+C2*0+02+1 2 1+C2+0+C2+1 2 1.C2+0+C2+1 3 1+C2*0+C2+1 4 1+C2.0+C2+1 4 1*C2+0+C2+1 4 1+C2+0+C2+1 2 1*C2+0+C2+1 2 1*C2*0+C2+1 3 1+C2*0+C2*1 4 1+C2+0+C2+1 4 1*C2+0+C2*1 4 38" %-X-15- 12.308 - 12.308 1+C2+0+C2*1 2 1+C2+0+C2+1 2 1*C2+0+C2+1 3 1+C2*0+C2+1 4 1.C2.0+C2+1 4 1+C3+0+C3+1 4 45-1/8" )4-)4-% 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0•C2+1 3 1+C2+0+C2*1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 14-3445 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0*C2.1 3 1+C2+0+02+1 4 1*03+0.C3+1 4 1+C3+0+C3*1 4 47-3/4" X -X-% 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 X -X -X 12.298-15.558 1*C2+0+C2*1 2 1+C2+0+02+1 2 1.C2.0+C2+1 3 1+C3+0+C3*1 4 1+C3+0.C3+1 4 1+C3*0+C3+1 4 52-1/8" Custom 11,391 - 12.016 1+C2+0.C2+1 2 1+C2+0+C2*1 2 1+C2*0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 X-34-% 12.017 - 13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C3+0+C3*1 4 1+C3*0+C3+1 4 X% -X 13.398-17.016 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2*1 3 1+C2+2+C2*1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 60" Custom 11.391-13.397 Not Allowed 1*C2+1+C2+1 2 1+C2+2+C2*1 2 1+C2+2*C2*1 3 1+C2+2+C2+1 4 1+C3.2*C3+1 4 1+C3+2+C3+1 4 X -X-% 13.398 - 15.360 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2*1 3 1+C3+0+C3+1 4 1+C3*0+C3+1 4 1.C4.O.C4.1 4 X -X -X 15.381 - 19.641 1+C2+2+C2+1 2 1*C2+3+C2+1 2 1*c2+3+C2+1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3*1 4 75" Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2.C2.1 2 1+C2+3+C2+1 3 1*C3+3+C3*1 4 1+C3+3*C3+1 4 1+C4+3+C4+1 4 4 -X -X 13.398 -19.110 1+C2.0+C2+1 2 1+C2+O+C2+1 2 1.C3. -0+C3+1 3 1+C3+0+C3*1 4 1*C4+0+C4+1 4 1+C4+0.C4*1 4 X -X-% 19.111-24.041 1+C2+3*C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C4*4*C4+1 4 96" Custom 17.641 -19.397 1+C2.3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1*C3*4+C3+1 4 1+C3+4+C3+1 4 t+04+4+C4+1 4 %-X-Y4 19.398-24.360 1+C2+2+C2*1 2 2+C2+2+C2.2 2 2+C2*2+C2+2 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+C4*3.C4*2 4 X -X -X 24.361 -31.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2*C2+3+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4.C4+2 4 120" 36-%-%% 29.641-32.515 2+C2*2*C2+2 2 2+C2+3+C2*2 2 2*C2+3+C2+2 3 2*C3+3+C3+2 4 2+C4+3.04*2 4 2*C4+3+04*2 4 X -X -X 32.516 -39.841 2+C2+3+C2*2 2 2+C2+3+C2*2 2 2+C2+3*C2*2 3 2+C3+4+C3+2 4 2+C4+4+C4+2 4 2+C4+4*C4+2 4 140" Custom ++ -39.641 Anchor Group B Anchor Group 0 g to i 35.1/4" )i -X -X 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2*0+C2+1 4 1+C2+0+C2+1 4 1+C2.0+C2+1 2 1.C2+0+C2*1 2 1+C2+0.C2+1 3 1+C2+0+C2+1 4 1*C2+0+0+1 4 1+C2+0+C2*1 4 38" 14-X-)4 12.308-12.308 1+C2*0*C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2*1 3 1.C2+0+C2+1 4 1+C2*0.C2+1 4 1+C2+0+C2*1 4 1+C2*0+C2+1 2 1+C2+0+C2+1 2 1*C2+0+C2+1 3 1+C2*0+C2+1 4 1*C2+9+C2+1 4 1+C2*O+C2+1 4 451/8' 'k- X 11.391-13.397 1+C2+0*C2+1 2 1.C2+0+C2+1 2 1+C2+0.C2.1 3 1.C2+0+C2+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1.C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 X -X -X 13.398-14.883 1+C2+0+C2+1 2 1*C2+0+C2+1 2 1+C2+0+C2+1 3 1*C2+0+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3*1 4 1+C2+0+C2+1 2 1*C2+0+C2*1 2 1.C2+0+C2+1 3 1+C2+0.C2+1 4 1+C2+0.C2+1 4 1+C3+0.C3*1 4 47-314" A -X-% 11.391-12.297 1+C2+0.C2+1 2 1+C2.0.C2+1 2 1.C2+0.02.1 3 1.C2+0+C2+1 4 1+C3+0.C3+1 4 1+C3+0.C3+1 4 1*C2+0+C2+1 2 1.C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2.0+C2+1 4 1*C3+0+C3*1 4 1+C3+0+C3.1 4 X -)4-X 12.298-15.558 1+C2.0+C2+1 2 1+C2+0.C2+1 2 1+C2+0+C2+1 3 1..C2.0+C2+1 4 1+C3+0+C3.1 4 1+C3+0+C3.1 4 1+C2+0*C2+1 2 1+C2+O+C2*1 2 1+C2+0+C2+1 3 1*C2+0+C2+1 4 1*C3*0.C3+1 4 1+C3+0+C3+1 4 52-1/8" Custom 11.391-12.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0.C2+1 3 1+C3+0+C3+1 4 1+C3+0*C3+1 4 1*C3+0+C3+1 4 1*C2*0+C2+1 2 1+C2*0.C2.1 2 1.C2+0+C2+1 3 1.C3+0.C3+1 4 1+C3+O+C3+1 4 1.C3*0*C3.1 4 X -X -X 12.017 -13.397 1.02.0*C2*1 2 1+C2.0.C2+1 2 1.C2+0.C2.1 3 1+C3*0+C3+1 4 1+C3+0+C3+1 4 1+C3+0.C3+1 4 1+C2+0+C2+1 2 1+C2+0.C2+1 2 1+C2+0+02+1 3 1+C3+0+C3+1 4 1+C3*0+C3+1 4 1+C3+0.C3.1 4 X -X -X 13.398 - 17.016 1+C2+0*C2*1 2 1+C2*0.C2+1 2 1+C2+0+C2+1 3 1*C3+0+03.1 4 1+C3+0*C3.1 4 1+C3.o+C3+1 4 1*C2+0+C2+1 2 1.C2*0+C2*1 2 1*C2+0+C2+1 3 1*C2+0+C2+1 4 1*C3.0+C3+1 4 1+C3.0.C3+1 4 60' Custom 11.391 - 13.397 1+02+2+C2*1 2 1+C2+2+C2.1 2 1+02.2+C2.1 3 1+02+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C2.2+C2+1 2 1+C2+2+C2+1 2 7*C2+2+C2+1 3 1+C2+2*C2+1 4 1.C3+2+03+1 4 1+C3+2+C3+1 4 4-)4-% 13.398-15.360 1.C2+2+C2+t 2 1+C2+2.C2.1 2 1+C2*2+C2+1 3 1+C2+2.C2.1 4 1+C3+2+C3*1 4 1+C3+2+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1*C3+1+C3+1 4 1+C3+1+C3+1 4 )i -A-34 15.361-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+13.C2+1 3 1*C3+0+C3.1 4 1+C3+0+C3+1 4 1.C4.0+C4+1 4 1+C2+0+C2+1 2 1.C2.0+C2+1 2 1+C2.0+C2+1 3 1+C3+0+C3+1 4 1+C3.0.C3+1 4 1.C4+0+04+1 4 75" Custom 11.391 -13.397 1.C2+3+C2+1 2 1+C2*3*C2.1 2 1+C2*3+C2*1 3 t+C2+3+C2+1 4 1+C3+3*q*1 4 1+C3+3+C3.1 4 1.C2+2+C2+1 2 1+C2+2+C2.1 2 1.C2+3+C2+1 3 1.C2*3+02+1 4 1.C3+3+C3+1 4 1*C3*3.C3.1 4 X -X-% 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1.C2+3.C2+1 3 1*C3.3*C3+1 4 1+C3+3+C3*1 4 1+C4+3+C4+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2.2+C2*1 3 1+C3+2.C3*1 4 1+C3+2+C3+1 4 1+C4+2+C4+1 4 X -X -X 19.111-24.641 1+C2.0'C2+1 2 1+C2+0.02+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+C4+0.C4*1 4 1+CA+0+04+1 4 1*C2+0+C2+1 2 1+C2+O+C2*1 2 1.C3+0+C3+1 3 1+C3+0+p.1 4 1.C4+0.C4+1 4 1.C4*0+C4+1 4 98' Custom 17.641-19.397 1+C2.3+C2+1 21+C2+3+C2.1 21+C2.4+C2+1 31.C3+4+C3+1 41.C3.4+C3+1 41+C4+40+1 4 17.4+3•T,/..2+I 2,+ +3. 2*is21 3+C2+1 31.C3+4+C3+1 4 1+C3+4+C3+1 41+C4+4.C4*1 4 X -X -X 19.398-24.380 1+C2+3*C2*1 2 1+C2+3+C2+1 2 1+C2*4+C2+1 3 1+C3.4+C3+1 4 1+C3+4+C3.1 4 1+C4*44M4+1 4 1+992+2.CE4 s 2 .CM3*42+1s2 YC2+3.C2+1 3 1.C3+3*C3+1 4 1+C3*3+C3+1 4 1+C4+3.C4+1 4 X -X -X 24.361 -31.841 2+C2*2+C2*2 2 2+C2+3+C2+2 2 2+C2+3+C2*2 3 2+C3+3+C3.2 4 2+C3+3+C3.2 4 2+C4+3+CNV 4 1��2+2 2 3+C3+2* -Q2 1r 2=2+C2+1 3 1+C3+2+C3+1 4 1*C3+2+C3+1 4 1+C4+2+C4+1 4 120" h% 29.841 - 32.515 2.C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C3+4+C3+2 4 2+C3+4+C3+2 4 2+C4+4•01+2 4 2452.3+x+! 2 2•C2*3+412+2i 2 1•11r2•3+C2*2 3 2+C3*4*C3*2 4 2.C3+4+C3+2 4 2.C4.4+C4+2 4 %-A-% 32.518 - 39.641 2*C2+3*C2+2 2 2+C2.3+C2+2 2 2.C2+3.C2+2 3 2+C3+4+C3+2 4 2.C4*4+C4+2 4 2+C5+4+C5*2 4 2+C2*2+C2*2 2 2+C2*3+C2+2 2 2+C2.3+C2+2 3 2+C3+3+C3+2\ 4 2*C4+3+C4+2 4 2.C4+3+C4+2 4 140" Custom •• -39.641 2+C2*3+C2+2 2 2+C2+3+C2+2 2 2+C2+4+C2+2 3 2+C3+4+C3+2 4 2+C4+4+C4-2 4 2+C5+4.C5+2 4 2*C2+3.C2+2 2 2+C2+3.C2+2 2 2+C2+3+C2*2 3 2.03.4.03+2 4 2+C4+4+C4+2 4 2+C4*4+C4+2 4 IGLASS TYPES 10-12 & 14-16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL • FIN FRAMES "MIN. SASH SIZE - WINDOW WIDTH -60.72 NOTES: • ••• • ••• • • 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). • • • • • SASH SIZE IS AS PER THE FIGURES ON SHEETS 6-8, • • • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE EXT AVA:43LEIWIdtH 5R H41G ♦T DIMEN. OI•N SHEWNON THE TABLE. 3) SEE SHEET 9 FORA GUIDE TO USING THESE • ES. • •!- 4) "1/4.112.1/4" AND '1/3-1/3-1/3" INDICATE THAT THOSE STANDARD SASH NFI8URATIONS FALL WAN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. "CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. SEE TABLE 15 FOR DESIGN PRESSURE PRODUCT REVISED as camplying with 150 Florae Building Code Acceptance No 16-0714, f 7 Ex ration Date Jly By Miami Product Como[ 97 ti W 0 } to O N n O A ZJ W LL LO LL UU_ XN 1-Z m oY O �z az (941)-480-1600 LO Lf) U1 ANCHOR QUANTITY TABLES J ROSOWSKI HORIZONTAL ROLLER - LM Asa MD-HR5510-01 eN 0M0 CO LI0 LO haws 1- z O Ui sapas, A. LYNN MILLER. P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TABLE 27: Glass types Anchor Quantities for XOX Windows 14 -18 Sash Sash 24' Height 30" Height 36' Height 46" Height 54" Height 63" Height 24" Height 30" Height 36" Height 48" Height 54" Height 63" Height Rain( Level Configuration W4dth Range 80) Head 8 SIII a ' Head 8 Sig a Head & 511 a I Head & Sill a Head & 3111 a i Head & SNI a ' Head & Sill m Head & Sill 1 Beed 8 Sill a ' Head & SIII a m Head & Sill a I Head & Sill a •F R4 Anchor Group A Anchor Group C 35-1/4' Ya -'h-% 11.391 - 11.391 1*C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1*C2*0*C2+1 4 1+C2*0+C2*1 4 38" %-1/s- 4 12.308 - 12.308 1+C2+0+C2* 1 2 1*C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0*C2+1 4 1+C3+0+C3*1 4 %-%-% 11.391-13.397 1+C2+0+C2*1 2 1+C2+0+C2*1 2 1+C2+0+C2+1 3 1+C3+0.-C3*1 4 1+0+0+0+1 4 1+C4+0+C4+1 4 45-1/8" 1/4 -Ye -1/s 13.398 - 14683 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2.0 -C2+1 3 1+C3+0+C3+1 4 1*C3+0+C3*1 4 1+C3+0+C3+1 4 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2*O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+O-C4+1 4 47.i14' 1h-%-% 34-y-% 12.298 -15.558 1*C2+O+C2+1 2 1+C2+0+C2+1 2 1*C2+0.-C2+1 3 1+C3+0*C3*1 4 1+C3+O+C3+1 4 1*C3+0+C3+1 4 Custom 11.391-12.016 1+C2+0+C2+1 2 1+C2+0*C7+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4*0+C4+1 4 1+C4*0+C4+1 4 52-1/8" )i -)i-% 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1*C3*0*C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1*C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+O+C3+1 4 1+C4+0+04+1 4 1+C4+O+C4+1 4 1 )4-x-% 13.398-17.016 Custom 11.391-13.397 1*C2+2+C2+1 2 1+C2*2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3*2+C3*1 4 1+C4+2+C4+1 4 m 60' 1/+ -Xi -3/4 13.398 -15.380 Not Allowed 1+C2*1+C2+1 2 1+C2+2+C2+1 2 1*C2+2+C2+1 3 1+C3+2+C3+1 4 1*C3+2+C3+1 4 1+C4+2+C4+1 4 Ja-Iii-Ys 15.381-19.641 1*C2+0+C2+1 2 1*C2+0+C2+1 2 1*C3+O+C3+1 3 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1*C5+0-05+1 4 I 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (941)-480-1600 Custom 11.391-13.397 1*C2*2*C2*1 2 1+C2*3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C4*3*C4+1 4 1+C4+3 -C4+1 4 75" 1% -1/i -Y4 13.396 - 16.110 1*C2+2*C2*1 2 1+C2+2+C2+1 2 1+C2+3+C2*1 3 1+C3*3+C3+1 4 1+C4+3+C4*1 4 1+C4+3+C4+1 4 %-Ye h 10.111 -24.641 1+C2+0+C2*1 2 1+C3+0+ 3+1 2 1+C3+0*C3+1 3 1+C4+0+C4.1 4 1+C5*0+C5*1 4 1.-05+0-05*1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2*1 3 1*C3+4+C3+1 4 1+C4+4+C4+1 4 1+C4+4+C4+1 4 98" %-)i-Y 19.398-24.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4+4+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 1/e -34 -Ye 24.361 -31.641 1+C2+2+C2+1 2 2+C2+2+C2*2 2 2+C2+2*C2+2 3 2+C4+3+C4+2 4 2+C4+3*C4+2 4 1+C4+2*C4+1 4 4-Y'-% 29.641-32.515 2+C2+3*C2+2 2 2+C2+3+C2+2 2 2+C2+3*C2+2 3 2+C4+4+C4+2 4 2+C4+4+C4+2 4 2+C4+3+C4+2 4 120' %-%-35 32516-39.641 2+C2+2+C2+2 2 2+C2+3+C2*2 2 2+C2+3*C2+2 3 2+C4+3+C4+2 4 2+C4+3*C4+2 4 2+C4+3*04+2 4 140" Custom •• -39.841 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2*C2*3+C2+2 3 2+C4+4+C4*2 4 2+C4+4+C4+2 4 2*04+3+C4+2 4 Anchor Group B Anchor Group 0 35-1/4" %-X-34 11.391-11.391 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C200+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2*1 4 1+C2+O+C2*1 4 1*C2+O+C2+1 2 1+C2+0*C2+1 2 1+C2*O+C2+1 3 1+C2+0+C2*1 4 1+C2+0+C2+1 4 1+C2*0+C2+1 4 38" h%-34 12.308-12.308 1+C2+0+C2+1 2 1+C2+0*C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2*1 4 1+C2+0+C2*1 4 1+C3+0+C3+1 4 11.391 13.397 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0.c2+1 3 1+C3+0+C3+1 4 1+C3+0+ -C3+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1*C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1*C3+0+C3+1 4 1+C4+0+C4+1 4 451/6, 6 -Ya-% -Ys-'/a - 13.398 - 14.883 1+C2. -0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1*C3+0+C3+1 4 1+C3*0+C3+1 4 1+C2*0*C2+1 2 1+C2+0+C2*1 2 1+C2+0+C2+1 3 1*C3+0+C3+1 4 1*C3+0*C3+1 4 1+C3*0+C3+1 4 X -X-14-%-% 11.391 - 12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1*C3*0*C3*1 4 1+C3*0*C3+1 4 1+C4+0*CA+1 4 1*C2+0+C2+1 2 1+C2*0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3*1 4 1+C3+0+C3+1 4 1+C4. -0'-C4+1 4 474' %-1/s-Ys 12298-15.558 1+02+0+02+1 2 1*C2*0+C2+1 2 1+C2+0.C2*1 3 1+C3*0+C3*1 4 1*C3+O+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2*1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+03+0+03+1 4 1+C3*0+C3+1 4 Custom 11.391 -12.016 1+C2+0*C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3*0*C3+1 4 1+C4*0+C4*1 4 1+C4+0*C4*1 4 1+02*0+C2*1 2 1+C2+0+C2*1 2 1+C3+0+C3*1 3 1*C3+0+C3*1 4 1+04+0+C4+1 4 1+C4+0*C4*1 4 52-1/8" )444-X4 12017 -13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1*C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2*0*C2+1 2 1+C2+O+C2+1 2 1*C3*0*C3*1 3 1*C3*0+C3*1 4 1+C4+0+C4+1 4 1+C4+0+C4*1 4 g Y -%-Ys 13.398-17.018 1+02*0+C2+1 2 1+C2+0*C2+1 2 1+C3*O+C3+1 3 1*C3+0+C3*1 4 1*C4+O+C4+1 4 1*C4+O+C4+1 4 1+C2+0+C2+1 2 1*C2+0*02+1 2 1+C3*0+C3+1 3 1+C3+0+C3+1 4 1+C4+0*C4+1 4 1+C4*0+G+1 4 Custom 11.391-13.397 1+C2+2+422*1 2 1+C2+2+C2+1 2 1*C2+2+C2+1 3 1+C3+2+C3*1 4 1+C3+2+03+1 4 1*C4+2*C4*1 4 1+C2*2+C2*1 2 1*C2+2+C2+1 2 1*C2+2+C2*1 3 1+03*2*C3*1 4 1+C3+2+C3+1 4 1+C4*2*C4+1 4 m 60" 34-34-)4 13.398-15.360 1*C2*2+C2+1 2 1+C2+2+C2*1 2 1*C2+2+C2+1 3 1*C3+2+C3*1 4 1+C3*2+C3+1 4 1+C4+2+C4+1 4 1+C2+1+C2+1 2 1*C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3*1+C3+1 4 1+C3+1+03+1 4 1+C4*1+C4+1 4 3 -35 -Xs 15.381 -19.641 1+C2+O+C2+1 2 1+C2*0*C2+1 2 1*C3*0+C3+1 3 1+C4+O*C4+1 4 1+C4+0*C4+1 4 1+C5+0*C5+1 4 1+C2+0+C2*1 2 1+C2+0*C2+1 2 1+C3*0+C3*1 3 1+04+0*C4+1 4 1+04+O+C4+1 4 1+C5+0+C5+1 4 I Custom 11.391 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3*C2+1 3 1+C3+3+C3+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 1*C2+2+C2*1 2 1+C2+2+C2+1 2 1*C2+3+C2+1 3 1+C3*3*C3+1 4 1*C4+3+C4+1 4 1+C4+3+C4*1 4 -1 -13.397 3 1+C3*2+C3+1 4 1+C4+2+C/+1 4 1+04+2+C4+1 4 anu *sap sauaS 75" Y. -34-}i 13.398-19.110 1+C2+2+C2+1 2 1+C2+3*C2*1 2 1*C2+3+C2*1 3 1+C3+3+C3*1 4 1+C4+3+C4+1 4 1+C4+3*C4+1 4 1+C2+2+C2*1 2 1+C2*2+C2*1 2 1*C2+2+C2*1 %-6-Y 19.111-24.641 1+C2+0+C2+1 2 1+C3+0*C3+1 2 1+C3+0*C3+1 3 1+04+0*C4+1 4 1+C5+0105+1 4 1*C5+0+C5*1 4 1.-C2+0+C2+1 2 1+C3*0+C3*1 2 1+C3+0*C3*1 3 1+C4*0+C4+1 4 1+C5+0+C5+1 4 1+C5+O+C5*1 4 Custom 17.641-19.397 1+C2+3+C2*1 2 1+C2*3*C2+1 2 1*C2*4+C2+1 3 1*C3*4+C3*1 4 1+C4+4+04*1 4 1+C4+4+64+1 4 1+-3+{2+1.2 Ira 3+1+1: 1 4*C2+1 3 1+C3*4+C3+1 4 1*C4*4+C4+1 4 1*C4+3*C4+1 4 .-. 96" %-Yi-% 19.398-24.360 1+(2+3*C2*1 2 1+C2+3+C2*1 2 1*C2+4+C2*1 3 1+C4*4+C4+1 4 1.04+4+C4+1 4 1*C4+3+E4.-1 4 1+C"1.2+C2161S2 *C248+C1+1 V 14C2+3+C2+1 3 1+04+3*C4+1 4 1+C4+3+C4+1 4 1+C4+3+C4+1 4 , 1%s -4-Y 24.381 -31.641 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+02*3+C2*2 3 2*C4+3*C4*2 4 2+C4*3+C4*2 4 1+C4+2+C4+104 1*•CZ-2* 2*1;2 1iC2y'j+C *'T' 1+CZI+C2+1 3 1+C4+2+C4+1 4 1+C4+2+04+1 4 1+C+2+C4+1 4 Y. -14Y.-14-%--% 29.841 -32.515 2+C2+3+C2+2 2 2+22+3+C2+2 2 2+C2+4+C2+2 3 2+C4+4+C4+2 4 2+C4+4+04+2 4 2+C4+4+P.,482 4 9•141+C2•21,2 2++3+0!+2 242&.3+C2+2 3 2+C4+4*C4*2 4 2+24+4+04*2 4 2+C4*3+24+2 4 ._ . 120" Y -Xs-% 32.516 -39.641 2+22*3+C2+2 2 2+C2*3+C2+2 2 2*C2*3+C2+2 3 2+C4+4*C4+2 4 2+C4*4*C4+2 4 2+04+3+24+2 4 2+C2+2+C2+9 2 2+02+3+02+2 2 2+C2+3+C2+2 3 2*C4*3+04+2 4 2*C4*3*04+2 4 2+24+2+24+2 4 140' Custom •• -39.641 2+22+3+22+2 2 2+C2+3+22+2 2 2+C2+4*C2+2 3 2*C4*4+C4*2 4 2*C4+4*C4*2 4 2+24*3*C4*2 4 2+C2+3*C2+3 2 2*C2*3*C2+2 2 2+C2+3+C2+2 3 2+24+4+24+2 4 2*04*4+24+2 4 2+C4*3+C4+2 4 [ /�/ NOTES • • • • • • • • • • SEE TABLE 16 FOR DESIGN PRESSURE ( O 1) FRAME DIMENSIONS ARE BUCK t•/IDTHMND BUCK•IEIGHT (SEEICHEETSiB-4)• • • SASH SIZE IS AS PER THE FIGURZPON SAEETS 6.8. • • • • • • • • GLASS TYPES 10.12 814-16 MAY NOT BE USED WITH II J -CHANNEL OR INTEGRAL • FIN FRAMES WINDOW WIDTH - 60.72 UP T E IQEX7'AVVILA&LE WID1 1 OR PIEIGH4 DIMENSION SHOWN ON THE TABLE. '"MIN. SASH SIZE - 2) FOR SIZES NOT SHOWN, RO TO�-I 2 3) SEE SHEET 9 FOR A GUIDE ;WING ESE TABLES. !•! • • • • • •• 4) "1/4-1/2-1/4" AND "1/3.113-1/3" INDICATE HAT THOSE SIANDATeD SASH COAFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. .� t" ' . J A. LYNN1JIILLER,,P.E. P.E 4 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TABLE 28: Bill of Material # Part# Description Material 1 620121 Frame Head, Sill and Jambs - J -Channel PVC 2 620122 Frame Head, Sill end Jambs - Flange PVC 3 820123 Frame Head, Sill and Jambs - Fin PVC 4 620124 Frame Head, Sill and Jambs - Equal Leg PVC 13 620172 Anti -Lift Insert / Trim Cofer PVC 14 620131 Foxed Meeting Rail PVC 15 620158 Track Insert 606316A1 16 620129 Sash Rail (Sides, Top & Bottom) - PVC 17 620166 Monorail 6063 T6 Al 19 620156 Pull Rall Interlock 6063 TB Al 20 820144 Pull Rail Interlock Cover PVC 21 820150 Light Sash Reinbrcement 6063 T8 Al 22 620151 Standard Sash Reinbrcement 6063 T6 Al 23 620152 HD Sash Reinbrcement 6063 T6 Al 24 620153 Standard Meeting Rail Reinbrcement 6005 T5 Al 25 620154 HD Meeting Rail Reinbrcement 600515 Al 26 620155 H.D. Hord. Roller Meeting Rail Reinbrcement 6005 15 Al 27 710X114PPA 410 x 1-1/4" P14. PH SDS (Monorail Screw) 410 SS 28 61644 Weatherstrip, .187" x .270" Fin Pile 29 61719 Weatherstrip, .187' x .220" Poly Pile 30 #8 x 1' Ph. PH SDS (Interlock Mounting Screw) 410 SS 31 78X312PPA #8 x 3-1/2" Ph. PH SMS (Fixed Meeting Rail Screw) 410 SS 32 71689SP Meeting Rail Screw Support Plate 6083 15 Al 33 720210 Weep Hole Cover PVC 34 ' 720187 Installation Screw Hole Plug PVC 37 720197 Auto Lock C Steel 38 720199 Sweep Lock Cast Zinc 39 720196 Auto Lock Cover Assembly Cast Zinc 40 46 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS 41 720200 Auto and Sweep Lock Keeper Cast Zinc 42 78X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 43 7812FPTX #6 x 1/2" FPH Tek (Reinbrcement Screw) SS 44 Leadstile Top Corner Key Nylon 45 Leadstile Bottom Comer Key Nylon 48 Lockstile Top Comer Key Nylon 47 Lockstie Bottom Comer Key Nylon 48 720204 Wheel Nylon 72 620135 Lami. I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 75 71684/5 Seriklg Block (7/8" x 2' x 1/8'), 85+/- 6 duo. EPDM 80 81011 Roll -burled Screen Alum 81 61012 Extruded Screen Frame Alum 82 Extruded Screen Spreader Bar Alum 83 47042W Screen Comer Key with Pull Ring PVC 84 47041W/CKGLB Screen Comer Key No Pull Ring PVC 85 7CASPM Tension Spring SS 86 81816C48 Screen Cloth Fiberglass 87 61635/61614 .140" Screen Spline (Machine/Hand Rolled) Vinyl NOTES: 1) ITEMS R 5-12, 18, 35, 36, 49-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2) PVC BY ROYAL WINDOW AND DOOR PROFILES, LTD., TO 8E LABELED FOR AAMA EXTRUDER CODE. L .625" r 3.500" .062" 3.500" -.1H.- .062" 2.445" 2.445" 3.500" .062" 1.375 J -CHANNEL FRAME HEAD, SILL & JAMBS (7;\ANTI-LIFT INSERT & TRIM COVER .810• 316" .175" .065' .625 r1.872"I FLANGE FRAME HEAD, SILL & JAMBS 1.437" 1.630" 1.020" -�-I 1.231" 14 1- FIXED MEETING RAIL Id .754" .035" -11-•- } LAMI IG(, --;;)EXTRUDED 2 BEADING SCREEN FRAME 1.184" .300" T 1.375" .060' -►{� 1.000" FF 15 TRACK 0 SASH RAIL INSERT 4 "0 .060• .750" u ozs• �t�- -o{ 1.185• k 82-- OROLLED LIGHT SASH SCREEN FRAME \?_1_1 REINFORCEMENT .715' I .070" -] 1--oo- y L .070" .791.1 .1.035" 1.04r -�-I I'•-- .150' HD SASH REINFORCEMENT • J L1 L -�{ 1.331• �- STANDARD 24 MEETING RAIL REINFORCEMENT 1.182' Ho -- .070" 130" 1.340" F - HD MEETING 01 RAIL REINFORCEMENT • ••• . • • • • •• • r • •r • t•'' (r • • • - , ,•• • • i; •'', • • •• '••• •• • • 16 • •'- • . •',.;i•• •'•'•'' • .'•., . • ••. •...• A: LYNN MILLER, P.E. Pi•68705 1.041• 1.340" 1•• --- HD HR MEETING 26 RAIL REINFORCEMENT FIN FRAME HEAD, SILL & JAMBS .590" 070" s�FT RAIL 19 INTERLOCK 2.445" 2.100• r T t STANDARD 22 SASH REINFORCEMENT 1.182• 094" 164" 17 MONORAIL 3.500' EQUAL LEG FRAME 4 HEAD, SILL & JAMBS .050" .280" 20 UFT RAIL INTERLOCK COVER 1 2.4145" Rerleed By: Date: Revision: PRODUCT REVISED os complying with the aside Building Code .,•-1-J/ Acceptance No 0 -roan Date •'7i8 '0 L._ 2 ' Revised By Dab: Revision: vgeP ,•, .C. Desertptfon: WINDOW EXTRUSIONS & BOM • • 1070111fEC NO8OGY DRIVE 7/as: Drown By: J ROSOWSKI e& ,Et1I6E. IL 34275 HORIZONTAL ROLLER - LM • P.O. 1130X01529 • fOROMIA, ft 34274 Sertes/Modee Seals: Moe Drawing No. Row CERT. OF AMM. /29296 HR -5510 NTS 17 OF 18 MD-HR5510-01 A Dob: 05/15/15 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O O MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS 0 SASH ASSEMBLY DETAILS 0 0 ATTACHED TO SASH RAIL ATTACHED TO FRAME JAMB OPT. AUTO LOCK TABLE 21: Egress Lock BIN of Materiel # Part it Description I Material 100 7MC7024 Multi -Point Lock Operela Cast Zinc 101 73340 Operator mounting Plate Steel 102 72015 Multipoint Lock Kasper Aluminum 103 720214 Multipoint Lock Guide Nylon 104 220217-221 Tie Bar (Length Vales) Stainless Steel 105 71024X12HFX #10 x 1/2' HH MS Stainless Steel 108 78X1FPAX #8 x 1" Ph. FH SMS Stemless Steel 107 78X75FPTX #8 x 314" Ph. FH SDS Stainless Steel ATTACHED TO FRAME JAMB EGRESS LOCK DETAILS (NOT TO SCALE OPT. SCREEN ASSEMBLY DETAILS EXTERIOR • . FRAME if? ASSEMBLY NOTES: DETAILS 1) GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J -CHANNEL FRAME SHOWN, PART # 1. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6-8. • MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS •• • • • No OPT. SWEEP LOCK ATTACHED TO FRAME JAMB PRODUCT REVISED as c.rplymg witha• P M6 i Building Code No 16-o t 4.1 .4ccept.ace Eapiratinn Date Bi./I Mian'' Dade Prohw t C 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29298 • •• • • •_'•...�' • • • :•' •• •• • -• • •• • • ••••. ' • •" ,. ••• • • • • • • • _ .. ::.';`• • • • • • • '.1 ••..•, • 1. • • • P.E.W 55705 6 41116 Reviled By: Dat.: R.N.an: R.W,.d ey. Det.: aeyiskn: Description: Drown 9y: EXPLODED WINDOW VIEW J ROSOWSKI Doter HORIZONTAL ROLLER - LM 05/15/15 S.rip/Mod.: Scale: Sheet: Drawing No. R.r; HR -5510 NTS 18 OF 18 MD-HR5510-01 A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 materla�•fails tp perform in the accepted manner, the manufacturer will incur the expense of such .sting and ttg 4HJ may .' immediately revoke, modify, or suspend the use of such product or material with Skein jurislquttod. RER • reserves the right to revoke this acceptance, if it is determined by Miami-DadQ •Gdwity Produot Control Section that this product or material fails to meet the requirements of the applicable building col% •. • • This product is approved as described herein, and has been designed to comply applicable. Floticht Buildin ': Code, including the High Velocity Hurricane Zone. • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy DESCRIPTION: Series "5500" PVC Single Hung Window — L.M.I. .. .. ... • • APPROVAL DOCUMENT: Drawing No. MD -S115500-01 titled "Single Hung *inclow - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, prlrpae.by mAnufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Pa'o'duct Contr•o)•Rn inion stamp with the Notice of Acceptance number and expiration date by the Miatni-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. MIAMI•DADE COUNTY APPROVED NOA No. 16-0714.03 Expiration Date: July 30, 2020 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 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:PV•C: Tiding gess door, • • a PVC fixed window and an aluminum sliding glass door, usij .J pdispdce SSG TPS. •:. spacer system, Duraseal° spacer system, Super Spacer® NXTTA 4aeer system and XL . • . : EdgeTM spacer system at insulated glass, prepared by FenestraIitm +¶sting i.al?oratoI, • Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-89704 dated .11%16/1:. 06/07/16 and 06/02/16 respectively, all signed and sealed by IcjihhtSOrteggP.E. • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • 2) Uniform Static Air Pressure Test, Loading per SBC TA, 2112-94 • 3) Water Resistance Test, per FBC, TAS 202-94 .• . • • • 4) Forced Entry Test, per FBC 2411.3.2.1, and 'T'AS.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. (Submitted 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-5th 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) lip Manuel Pefez, PE. Product Control Exam Tier NOA No. 16- 4.03 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "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 "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expti'Ihg on 07/04/18.•••• . • . 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window 4 poor.P.41Ves, • .• 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 aif 1 Door prod; s, • • ti Plant 13 for their "Bronze and Lighter Shades of Cap Coate d PV.Q xterior Extrusions for Windows and Doors" dated 04/16/15, expiringan•Q4/16/20.• •• 5. Notice of Acceptance No. 14-0529.14 issued to Royal Windo4 arid boor prgffes, Plant 13 for their "Performance Core Rigid PVC Exterior E3Etru&ions for Windovw+s' • • • .. . ... . . 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. E-2 Manuel Per Product Control Elam er NOA No. 16-0 4.03 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 ANCHORAGE EXAMPLE FOR RADIUS -TOP _ HEADER (SIM. FOR ALL WINDOW TYPES) 28-1/8" MAX. O.C. 12' MAX. FROM OMRAME SEAM B, SEE 30' MAX. O.C. SHEET 3 A, SEE SHEET 3I EQUALLY SPACED ANCHORS PER TABLES 9-11 EQUALLY SPACED ANCHORS PER TABLES 9-11 12" MAX. L12" MAX. -a JNO ANCHORS AT SILL t I SEE SILL WEEP- S 54" MAX. BUCK WIDTH NOTCH DETAILS, SHEET 3 17-7/8" MAX. O.C. L 10" MAX. O.C. 13-3/4" MAX. O.C. Al . 8-1/2" MAX. B, SEE SHEET 3 A, SEE r— SHEET 3$ EQUALLY SPACED ANCHORS PER TABLES 9-11 84" MAX. BUCK HEIGHT ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL -LITE CONFIGURATION EQUALLY SPACED ANCHORS PER TABLES 9-11 8 54" MAX. BUCK WIDTH y/ 30" MAX. O.C. 12" MAX. I FIXED VISIBLE — LIGHT WIDTH OI FIXED /VISIBLE LIGHT HEIGHT / XI —I SASH VISIBLE LIGHT HEIGHT 12" MAX. MAX. 0 21-55///8//�� 111 Il 8, SEE - 30" MAX. O.C. - SHEET 3 A, SEE r 17-7/8" MAX. O.C. SHEET 3t — L EQUALLY 91.78" SPACED MAX. ANCHORS PER BUCK TABLES 9-11 HEIGHT 10 MAX. 0.C. j 13-314" MAX. O.C. I L A 6-1/2" MAX. __INC/ANCHORS AT SILL SASH VISIBLE LIGHT WIDTH SEE SILL WEEP - NOTCH DETAILS, SHFFT 9 ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH ORIEL/PROVIEW CONFIGURATION EQUALLY SPACED ANCHORS PER TABLES 9-11 ANCHORAGE EXAMPLE FOR ARCH -TOP HEADER (SIM. FOR ALL WINDOW TYPES) 10" MAX. FROM FRAME SEAM x}12" MAX. 12" MAX. 17-7/8" MAX O.C. 62" MAX. BUCK HEIGHT 10" 'AX.(O.C. 13-3/4" MAX. O.C. it 1A 6 1/2" MAX. DESIGN PRESSURE RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-7 IMPACT RATING LARGE & SMALL MISSILE IMPACT RESISTANT D, SEE - SHEET4 C, SEE SHEET 4$ 1 SEE jSHEETS 8&9 J 140 ANCHORS AT SILL S 54" MAX. BUCK WIDTH SEE SILL WEEP - NOTCH DETAILS, SHEET 3 ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO 75" HEIGHT SEE TABLES 7-11 GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD UTE (CAP) MUST TEMPERED . 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 C80 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 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 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 SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 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. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/ LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. •' ' y • ` t ••• • • • • USER INSTRUCTIONS: •...... 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 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. tr MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - 6 - - OPENING OBTAINED IN STEP 1. { 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR �i '•� It • • • • • • YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. • : "•:, ': •� 107• TECHNDLOSY QtNL• Title: �- Data: 5) INSTALL AS PER SHEET 3 FOR THRU•FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. • t •• .. - • • e N. VENICE, FL•342M5 • SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 : S9415 -480--j604 • NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, •" "' " '�'�'PE• • • • Sedae/Model: Scale: Sheet: Drawing No. Rev: �%'IKt#14#4,lR, INTEGRAL FIN OR EQUAL LEG/BOX). P.E.# 58705 CERT. OF AUTH. #29296 SH -5500 NTS 1 OF 13 MD-SH5500-01 A 52-1/8" MAX. BUCK WIDTH SEE SHEETS 8&9 I jl )(I ! Q I I j L Q II — II r X 1.1 j — iL i 12" MAX. 17-7/8" MAX O.C. 62" MAX. BUCK HEIGHT 10" 'AX.(O.C. 13-3/4" MAX. O.C. it 1A 6 1/2" MAX. DESIGN PRESSURE RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-7 IMPACT RATING LARGE & SMALL MISSILE IMPACT RESISTANT D, SEE - SHEET4 C, SEE SHEET 4$ 1 SEE jSHEETS 8&9 J 140 ANCHORS AT SILL S 54" MAX. BUCK WIDTH SEE SILL WEEP - NOTCH DETAILS, SHEET 3 ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO 75" HEIGHT SEE TABLES 7-11 GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD UTE (CAP) MUST TEMPERED . 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 C80 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 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 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 SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 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. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/ LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. •' ' y • ` t ••• • • • • USER INSTRUCTIONS: •...... 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 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. tr MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - 6 - - OPENING OBTAINED IN STEP 1. { 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR �i '•� It • • • • • • YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. • : "•:, ': •� 107• TECHNDLOSY QtNL• Title: �- Data: 5) INSTALL AS PER SHEET 3 FOR THRU•FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. • t •• .. - • • e N. VENICE, FL•342M5 • SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 : S9415 -480--j604 • NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, •" "' " '�'�'PE• • • • Sedae/Model: Scale: Sheet: Drawing No. Rev: �%'IKt#14#4,lR, INTEGRAL FIN OR EQUAL LEG/BOX). P.E.# 58705 CERT. OF AUTH. #29296 SH -5500 NTS 1 OF 13 MD-SH5500-01 A 52-1/8" MAX. BUCK WIDTH SEE SHEETS 8&9 D -- J 1-1/4" —.- — 1-1/4" 84" BUCK HEIGHT AS SHOWN (91.78" MAX.) SEE SILL WEEP - NOTCH DETAILS, SHEET 4 ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME SHOWN WITH EQUAL -LITE CONFIGURATION ANCHORED THROUGH THE NAIL -FIN (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES 1 ELEVATIONS 1 FRAME, GLASS & ANCHOR OPTIONS 2 INSTALLATION, FLANGE & EQUAL LEG/BOX 3 INSTALLATION, INTEGRAL FIN & J -CHANNEL 4 GLAZING DETAILS 5 DESIGN PRESSURES 6-7 ANCHOR QUANTITIES 8-10 EXTRUSION PROFILES 11 ASSEMBLY & PARTS LIST 12-13 • 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION • ASTM E1300-09 • ANSVAF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 • AI S I -S 100-07/S2-2010 •• Revised By: Date: JR 05/05/16 A)ReviADDED sion: ision:PACERS TO SHEET 11. (Weed By: Date: Revision: PRODUCT REVISED as complying with the Fkridc Building Code 110 o 14-. Acceptance No Expiration Date By Miami de ProduelCordm$ ,+ Description: Drawn By: GENERAL NOTES & ELEVATION J ROSOWSKI ••• • • • • ••• • • • • • • • • •• • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 1 I / I I O / . ! I )(I ! Q I I j L /- /• I • I "� . tN D -- J 1-1/4" —.- — 1-1/4" 84" BUCK HEIGHT AS SHOWN (91.78" MAX.) SEE SILL WEEP - NOTCH DETAILS, SHEET 4 ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME SHOWN WITH EQUAL -LITE CONFIGURATION ANCHORED THROUGH THE NAIL -FIN (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES 1 ELEVATIONS 1 FRAME, GLASS & ANCHOR OPTIONS 2 INSTALLATION, FLANGE & EQUAL LEG/BOX 3 INSTALLATION, INTEGRAL FIN & J -CHANNEL 4 GLAZING DETAILS 5 DESIGN PRESSURES 6-7 ANCHOR QUANTITIES 8-10 EXTRUSION PROFILES 11 ASSEMBLY & PARTS LIST 12-13 • 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION • ASTM E1300-09 • ANSVAF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 • AI S I -S 100-07/S2-2010 •• Revised By: Date: JR 05/05/16 A)ReviADDED sion: ision:PACERS TO SHEET 11. (Weed By: Date: Revision: PRODUCT REVISED as complying with the Fkridc Building Code 110 o 14-. Acceptance No Expiration Date By Miami de ProduelCordm$ ,+ Description: Drawn By: GENERAL NOTES & ELEVATION J ROSOWSKI ••• • • • • ••• • • • • • • • • •• • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PES Glass Type Description (Listed from Exterior to Interior) Design Premium Table # Sheet# 5 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/18" Laminated; (2) thee of 1/8" A Glass with .090" PVB Interlayer 4, 5 6 6 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/18" Laminated; (2) Utes of 1/8" A Glass with .090" PVB Interlayer 4, 6 6 7 7/8" Laminated LG.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Utes of 1/8" A Glass with .090' PVB Interlayer 4, 6 6 8 7/8' Laminated I.G.: 3/18" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8' A Glass with .090' PVB Interlayer 4, 6 6 9 7/8" Laminated I.G.: 1/8' A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SO Interlayer 7 7 10 7/8" Laminated I.G.: 1/8' T Exterior Cap + 7/18" Alr Space • 5/16' Laminated; (2) Liles of 1/8" H Glass with .080" SG interlayer 7 7 11 7/8" Laminated I.G.: 3/16" A Exterior Cep + 3/8' Air Space + 5/16" Laminated; (2) Utes of 1/8" H Glass with .090" SG Interlayer 7 7 12 7/8" Laminated I.G.: 3/18" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Liles of 1/8" H Glass with .090" SG Interlayer 7 7 13 7/8' Laminated I.G.: 1/8" A Exterior Cap + 5/18" Air Space + 7/18' Laminated; (2) thee of 3/16" A Glass with .090" SG Interlayer g 7 14 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5/18" Air Space + 7/16" Laminated; (2) Lites 013/18" A Glass with .090" SG Interlayer g 7 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 1/4" Air Space + 7/18" Laminated; (2) Utes of 3/16" A Glass with .090" SG Interlayer 7 7 18 7/8" Laminated I.G.: 3/16" T Exterior Cap + 1/4' Air Space + 7/16" Laminated; (2) Liles of 3/16" A Glass with .090" SG Interlayer 7 7 TABLE 2 ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor Substrate Min. Edge Distance Mln. Embedment' A 610 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southem Pine (SG=0.55) 7/16" 13/8" Steel, A38" 3/8" 0.050" Steel Stud, A653 Gr. 33' 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5' 3/8" 0.050" 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" B 612 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southam Pine (50=0.55) 9/16" 1-3/8" Steel, A36" 3/8" 0.050' Steel Stud, A653 Gr. 33' 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5' 3/8' 0.063" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Creteflex Concrete min. 3.35 10.11.... 1" 1-3/4" 1 1/4" steel Ultrecon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1314" D 1/4" steel Creteflex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 1-318" 1/4" steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" 1/4" steel Aggre Gator P.T. Southern Pine (SG=0.55) 1" 1-3/8" Grouted CMU, (ASTM C-90) 2" 2" RS THROUGH THE INTEGRAL FIN Group Anchor Substrata Min. Edge Distance Min. Embedment' E 2-1/2" x .131' Common Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16' F 2-1/2" Ring -shank Rooting Neil P.T. Southern Pine (SG=.55) 3/8" 2-7/16" 610 Trusshead SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 1/2' 1-3/8" Aluminum, 6083-75" 3/8" 0.050" Sled Stud, Gr. 33' 3/8" 0.0451" (18 Ga.) Steel, A36" 3/8" 0.050" 612 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Plne (SG=.55) 9/16" 1.3/8' Aluminum, 6063-T5' 3/8" 0.063" Steel Stud, Gr. 33' 3/8" 0.050" Steel, A36' 3/8" 0.050" IGLASS TYPES 5, 7, 9, 1 .13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'•. • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN Fu -45 KSI & MIN. Fy=33 KSI. UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. FIGURE C: FRAME SHAPES Frame Types (see Fig B) Glass Options (see Table 1) Frame Contigs. (see Fig A) Frame Shapes (see FIg C) " Installation Options that may be used Flange (#2) 5 -16 Equal -Lite, Orel/Proaew & Cottage Squsre/Rect., Arch -Top & Radius -Top Through the frame of the window ....into 2X Wood Frame/Buckstrip -shed 3, option 1 ....into Concrete/CMU - street 3, option 2 ...through IX Buckstdp Into Concrete/CMU - sheet 3, option 3 ....Into Metal - sheet 3, option 4 Box l Equal -Leg (#4) 5 - 16 Equal -Ute, Odd/Provtew &Cottage Square/Rect., Arch -Top & Radius -Top Through the frame of the window ....Into 2X Wood Frame/Buckstrip - sheet 3, option 1 ....Into Concrete/CMU - sheet 3, option 2 ....through 1X BuckstdpintoConcrete/CMU - sheet 3, option 3 ....into Met - sheat 3, option 4 J -Channel #1 ( ) 5 - 8 Equal -Lite, Odd/Prouew & Cottage Square/Rect., Arch -Top & Radius -Tap Through the integral fin ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 ,,..kilo Metal - sheet 4, option 7 Through the frame of the window ,,,_kilo 2X Wood Frame/Buckstrip - sheet 4, pt o ion 6 ...into Metal - sheet 4, option 8 Integral Fin (3) 5 - 8 Equal -Lite, Oew & CottageThrough & Square/Rect. Arch -Top & Radius-Top Through the integre) An ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 ....into Metal - sheet 4, option 7 the frame of the window ....into 2X Wood Frame/Buckstrip - sheet 4, option 6 ....into Metal - sheet 4, option 8 FIGURE A: FRAME CONFIGURATIONS —►) BUCK WIDTH /// 77" ORIEL / Ca '�` i JrR _. 7v__ EOUAL-LITE COTTAGE —►) BUCK WIDTH BUCK HEIGHT 11 BUCK WIDTH Ca '�` i JrR •a.i. m O 2 F— )F w 1 I /1 ■l� RADIUS -TOP ARCH -TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 8-10. • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS. MIN. Fu -45 KSI & MIN. Fy=33 KSI. FIGURE B: FRAME TYPES •• • •,.,,•..;. ••• br1♦N miclkR?A.E. • P.E.# 58705 ••• 1070 TECHISL0▪ %Y SRF/ ON. VENICE, FL•34?75 • • (941)-4ii0-460ti • • - a CERT. OF AUTH. #29298 Revised By: Date: Revised 9y. Dote: Revision: Revision: "A" = ANNEALED "H" = HEAT STRENGTHENED "1" = TEMPERED 'PVB" = .090" BUTACITE® PVB BY KURARAY AMERICA, INC. 'SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. PRODUCT REVISED ns complying with the Plaids Buiidina Code Aaceptonce No �6-07/4. L%xpimrk,e Dote 141Tiro/•72020 I1y MSI mi Description: GLASS/ANCHORS/FRAME OPTIONS Drown By: J ROSOWSKI MN: Dote: SINGLE HUNG WINDOW INSTALLATION - LM Serf�e/Modsl: Seals: Sheet: Drawing No. SH -5500 NTS 2 OF 13 MD-SH5500-01 05/15/15 Rev: A ••• • • • • ••• • • • • • • • •• • • • • • • • •• • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE Ca '�` i JrR •a.i. uI BOX L- EOUAL- LEG 1 I /1 ■l� J -CHANNEL 1:7=Z , II INTEGRAL FIN s•- '- / I oJ.� JWO •• • •,.,,•..;. ••• br1♦N miclkR?A.E. • P.E.# 58705 ••• 1070 TECHISL0▪ %Y SRF/ ON. VENICE, FL•34?75 • • (941)-4ii0-460ti • • - a CERT. OF AUTH. #29298 Revised By: Date: Revised 9y. Dote: Revision: Revision: "A" = ANNEALED "H" = HEAT STRENGTHENED "1" = TEMPERED 'PVB" = .090" BUTACITE® PVB BY KURARAY AMERICA, INC. 'SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. PRODUCT REVISED ns complying with the Plaids Buiidina Code Aaceptonce No �6-07/4. L%xpimrk,e Dote 141Tiro/•72020 I1y MSI mi Description: GLASS/ANCHORS/FRAME OPTIONS Drown By: J ROSOWSKI MN: Dote: SINGLE HUNG WINDOW INSTALLATION - LM Serf�e/Modsl: Seals: Sheet: Drawing No. SH -5500 NTS 2 OF 13 MD-SH5500-01 05/15/15 Rev: A ••• • • • • ••• • • • • • • • •• • • • • • • • •• • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN EDGE DISTANCE EMBEDMENT � 1 1 L1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. FIXED VISIBLE LIGHT HEIGHT OPT. SASH TOP LIFT RAIL BUCK HEIGHT EXTERIOR a (2) 1" INTERIOR WEEP NOTCHES AT EACH ENO. 0 0 , gbh °1/4" MAX SHIM FRAME SHOWN .27" X 1.25" WEEPHOLE W/COVER 2.87" FROM EACH END. VERTICAL SECTION B -B INO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND. EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. FOR ALL WINDOWS: 1 ANCHOR @ 3.55" FROM END AND AT CENTER. FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL SCREWS ©16-3/8" FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-3/8" FROM END. USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 6-5/8" FROM SASH END. NOTES: INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1 1/4' MAX SHIM SASH VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM r— EMBEDMENT EDGE DISTANCE BALANCE TYPE VARIES WITH SASH WEIGHT FLANGE FRAME SHOWN FIXED VISIBLE LIGHT WIDTH EXTERIOR 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. 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 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) 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 REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH - 6-1/2" @ FIXED LITE: BUCK WIDTH - 4-3/8" HEIGHT (EQUAL -LITE) BUCK HEIGHT/2 - 3-15/16" BUCK WIDTH HORIZONTAL SECTION A -A EQUAL LEG/BOX FRAME SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. 1/4" MAX. SHIM #10 OR #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 2, SHEET 2. 1/4" MAX. SHIM FLANGE FRAME SHOWN EQUAL LEG/BOX FRAME SHOWN INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL • • •• EXTERIOR INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL EDGE DISTANCE J TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. 1070 TECHNELOOY AK, 1. VENICE!FL.54275 • • 04-41-414 1 • • a • CERT. OF AUTH. #29296 Revised By: Date: Revision: Revised By: Date: Revision: PRODUCT REVISED es complying with the Floc Building Code Acceptance No -0 N9_pimticn Date jlj .Gf• -? s Miami wade Product Cord /✓ Description: FLANGE & EQUAL-LEG/BOX FRAMES Drawn By: J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM Dote: 05/15/15 SerN./Model: SH -5500 Saab: NTS Sheet: 3 OF 13 Drawing No. MD-SH5500-01 Rev: A ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 04110 • • INSTALLATION DETAILS FOR INTEGRAL FIN & J -CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. J -CHANNEL FRAME SHOWN I -f EMBEDMENT EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT (2) 1" INTERIOR WEEP NOTCHES AT EACH END. INTEGRAL FIN FRAME SHOWN 0 SASH EXTERIOR VISIBLE LIGHT ' i HEIGHT teLl co r Q Q ,►I ,�1 NO ANCHORS SFRAME SILLS LLS IF D ANCHORINHORINNG THROUGH FRAME. .27" X 1.25" WEEPHOLE W/COVER © 2.87 FROM EACH END. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET2. EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D -D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. OPT. SASH TOP LIFT RAIL 1/4" MAX [SHIMSHIM T FOR ALL WINDOWS: 1 ANCHOR @ 3.55" FROM END AND AT CENTER. FOR WINDOWS OVER 36' WIDE: ADD ADDITIONAL SCREWS @16.3/8" FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-3/8" FROM END. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION: 6-5/8" FROM SASH END. EDGE DIySTANCE 1 EDGE DISTANCE NOTES: INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X W000 FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM 1 L J 0 1 -Q BALANCE mg TYPE VARIES i�— 1 co WITH SASH " WEIGHT I I til= J -CHANNEL FRAME SHOWN FIXED VISIBLE LIGHT WIDTH 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. 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 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) 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 REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VISIBLE LIGHT FORMULAS WIDTH ©SASH: BUCK WIDTH - 6-1/2" Q FIXED LITE: BUCK WIDTH - 4-3/8" HEIGHT (EQUAL -LITE) BUCK HEIGHT/2 - 3-15/16" SHIM INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. SASH VISIBLE LIGHT WIDTH 1/4" MAX SHIM EXTERIOR BUCK WIDTH HORIZONTAL SECTION C -C Imo— EDGE DISTANCE INTEGRAL FIN FRAME SHOWN EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLES 2 & 3, SHEET 2. 810 OR 812 STEEL 1/4" MAX. SELF -DRILLING SHIM SMS (G5), SEE TABLES 2 & 3, SHEET2. FIN AND/OR FLANGE REMOVED IN -FIELD INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL • - - •• EXTERIOR INSTALLATION OPTION 8 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FIN/FLANGE REMOVED) ••• • 1070 TECHISILOSY MtIV� N. VENICE• FL•347/5 • •• 494-4461-464 • • • CERT. OF AUTH. #29296 Revised By: Date: Revision: Revised By: Date: Revielon: PRODUCT RRViSBD mplyio8 with Ste P1B8SI Building Coda Acceptaaca No / _ O Fot Wolkla Date By Miami.Uode Product Con Description: J -CHANNEL & INTEGRAL FIN FRAMES Drown By: J ROSOWSKI TItM SINGLE HUNG WINDOW INSTALLATION - LM Date: 05/15/15 Series/Model: SH -5500 Scale: NTS Sh..E 4 OF 13 Drawing No. MD-SH5500-01 Rev: A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16" A/A PVB 7/16" AIR SPACE 1/8" A GLASS C] EXTERIOR 7/B" NOM. 5/16" H/H SG 7/16" AIR SPACE 1/8" T GLASS G] EXTERIOR GLASS TYPE 5 5/16" NA PVB 7/8" NOM. 7/16" AIR SPACE 1/8" T GLASS a EXTERIOR • GLASS TYPE 6 7/8" NOM. -1 7/8" NOM. GLASS TYPE 10 ® I� TYP. SS BITE TYP. L tIrlow.N° EXTERIOR ® ,+I� a IA J ° MOW� �� 5/16" H/H SG 1 3/8" AIR SPACE 3/16" A GLASS a EXTERIOR 11 GLASS TYPE 11 TYP. GLAZING DETAIL IGLASS TYPES 9 THROUGH 16 MAY NOT 8E USED WITH J -CHANNEL OR • INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9, 11, 13 815 MAY NOT BE USED IN • THE HVHZ ABOVE 30'. GLAZING NOTES: 'A"= ANNEALED 11" = HEAT STRENGTHENED = TEMPERED "PVB" • .090' BUTACITE®PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS®BY KURARAY AMERICA, INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 5/16" NA PVB 3/8" AIR SPACE 3/16" A GLASS a EXTERIOR -1 7/8" NOM. re - GLASS TYPE 7 -+{ 7/8" NOM. 5/16 H/H SG 1111 3/8" AIR SPACE 3/16" T GLASS II G] EXTERIOR GLASS TYPE 12 7/16" A/A SG 1/4" AIR SPACE 3/16" A GLASS aEXTERIOR 7/8" NOM. r GLASS TYPE 15 ,‘‘,111,64" • —{ 718" NOM. 5/16" NA PVB 3/8" AIR SPACE 3/16" T GLASS GIEXTERIM ■a GLASS TYPE 8 7/16" A/A SG 5/16" AIR SPACE 1/8" A GLASS aEXTERIOR 7/8" NOM. . • • GLASS TYPE 13 7/16" A/A SG 1/4" AIR SPACE 3/16" T GLASS G] EXTERIOR • • •• •4.•,�,•• .. ...gyp' .•.. -�{ 7/8' NOM. r_ •• GLASS TYPE 16 -1 7/8' NOM. re - 5116' H/H SG ;1 7/16" AIR SPACE 1/8" A GLASS aEXTERIOR 11%1 GLASS TYPE 9 7/16" A/A SG 5/16' AIR SPACE 1/8" T GLASS — aEXTERIOR 7/8" NOM. GLASS TYPE 14 6(405 ••• • • O 1070•TECHNSLOOM ORIVE• 718e: Dote: • 1• a •M VENICE. L S42� •• SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 • • (�41" 4th -100• • • Seriee/ModeF. Scale: Short Drawing No. Rev: • CERT. OF RUTH #zszss SH -5500 NTS 5 OF 13 MD-SH5500-01 A Revised By: Dote: Revision•. Revised By: Dote: Revision: PRODUC'! REVISED as complying with the Florida Building Code /acceptance No ! . O •0.3 Es 'ration D8 /TT//$G1e� /2b2C By LIo"// .4' / F/ Minn' Dada Product C, Description: GLAZING DETAILS Drown By: J ROSOWSKI ••• • • • • ••• • • • • • • • • • •• • • • ••• • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4: 0540*159+4 6,6,769 Design Pressure, Ibs#t' Sash Height Rawl* 10 +F 50.0 R.In6. Laval 10 Paint. 1.0.1 01 For NI window 6 sash sh04 SEE TABLE 9, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. TABLE 5: 121519 72119 6 Bottom sash Dssedplon 1w Wan R.sg. • 6Sldow Haight Shorn Sash Height Rawl* 10 DesIOn Pressure, 1841R' R.In6. Laval 10 Window Book Wd1h RO up 1048 52125 23.5 EquaW. ' 11.394 +85.0 -70.0 +BSO -70.0 Standard callow 14.517 -15.870 645.0 -70.11 +64.0 -70.0 20 Equal -lite 11.683-14.518 +65.0 -70.0 +64.0 .700 Standad Rwlww 11.377 -11.562 +85.0 -70.0 •65.0 .70.0 1.80*5 21517.25.208 +65.0 -70.0 +85.0 -70.0 Sl.ndard Collage 20058-21010 +85.0 -700 +65.0 -70.0 37.373 E946104 17.517-20.957 +650 -70.0 +58.0 .70.0 01w0a6 Pr04w2 14.617 -17.516 +64.0 -70.0 +80.0 .70.0 Shales( 11.317-14.610 +85.0 -70.0 +65.0 .70.0 Taint 27.563-31.911 +65.0 -70.0 +850 J10 Q041181. 21587-27.682 •65.0 -70.0 +65.0 .70.0 Standed Collage 21557-21516 +64.0 -70.0 +650 -70.0 44 EquWla 21517-27.510 +85.0 40.0 4550 .700 Sl.ndad Prwlaw 17.517-20.516 +65.0 -70.0 +65.0 -70.0 Custom 4180 11517-17.510 +64.0 -70.0 +65.0 -70.0 Shortest 11.377-14.510 *5.0 -70.0 +650 -70.0 7.1051 11.563-3.911 +64.0 -70.0 +65.0 -70.0 SbndWColl.9a 28517-31.502 *85.0 -70.0 +85.0 -70.0 Equal -Ila 20.517-20.516 +65.0 -70.0 +06.0 -70.0 40 Standad Prwlww 17.517-20.518 +64.0 -70.0 +86.0 -70.0 Custom 515e 14,517-17.518 +64.0 -70.0 +65.0 -70.0 Custom 500 12517-14.516 0050 -70.0 +050 -70.0 G Sinned 11.37/-12518 +BSO -70.0 +050 -70.0 .0 T.Imt 31200-37.636 +65.0 -70.0 +64.0 -70.0 1 Standard Cdb00 25.517-3107 +5:5.0 -70.0 +65.0 -70.0 254031.10* 21517-20.518 +64.0 -70.0 +85.0 -70.0 49.825 0.W08n1 She 21517-23.518 +880 -70.0 +05.0 -70.0 Standad Foiwv 17.517-20.518 +85.0 -70.0 +65.0 -70.0 Custom She 14.517-17.510 +M.O -70.0 +05.0 -70.0 CWom Shea 12517-14.510 +06.0 -70.0 +65.0 -70.0 Shortest 51.271.12,510 +60.0 -70.0 +85.0 -70.0 Tallest 35.517-41.044 +050 -70.0 +64.0 -70.0 Slw,dard Cans. 31.517-3.518 +850 -70.0 +65.0 -70.0 E05.144. 21517-31.516 0050 -70.0 +85.0 -70.0 Standard Pra4aw 21517-20.516 +650 -70.0 +65.0 -70.0 02 Ombra Sha 26517-23.515 +86.0 -70.0 +65.0 -70.0 000b111 she 17.517-20.515 +85.0 -70.0 +65.0 -70.0 Custom Ske 14.517-17.516 +050 -70.0 +65.0 49.1 Cwlom Sim 11017-14.510 +850 -70.0 +06.0 47.3 Shortest 11.064-13.010 +0500 -700 +060 40.5 T.le10 3517-41.614 +06.0 -70.0 +655 .70.0 Q.twn Was 38517-30.519 +66.0 -700 +66.0 -70.0 04.41416 35517-36.515 +85.0 -700 0450 -70.0 75 Qebm•ae 32.517-35010 +150 -70.0 +68.0 -70.0 StaM.d Prwi8V 29.517- 32.518 +MO -700 645.0 -70.0 Custom sine 20.517-29.516 +06.0 -7000 +05.0 47.3 5101..1 20516-26016 +60.0 -700 +64.0 48.5 Equasl04 36517-41.044 064.0 -700 +55.0 -70.0 64 Custom She 3517-3.516 +65.0 -70.0 +65.0 473 Standad PYv4w0 3.910-3510 +64.0 -70.0 *MO 40.5 01.78 Tallest 41.644 +64.0 -780 +M.O 411.5 SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY • MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.138 146.•11!41,• • • • • • moss 'Naas Design Pressure, ms/R' 6,760 +65.0/-70.0 R+1n/. Laval R2 For 411 window and sash ska. SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. EXTERIOR JAMB 7. HEADER a !Ili IJnc-rN mod MEETING RAIL SILL SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) • 4141 .• •• • •�'••. _.••, reir .6 4111,4 Revised By: Dote: Revision: Revised By: Dote: Revision: PRODUCT REVISED as complying with the Florida Building Code Accepwncc No 191,-,-//4. Capi '510 Date mere. BY Jo... Miami 3 ., ade Product C qj Wioni,MI,L, , • P.E.# 58 d5 • •107& TECHNOLOIY DRIVER, j)• VENICE• FL•3421/5 • : P415 -40464 • CERT. OF AUTH. 129296 Description: Drawn BY: DESIGN PRESSURE TABLE J ROSOWSKI 11110: Dob: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Saha/Nodal: Scale: Sheet: Drawing No. Rev: SH -5500 NTS 6 OF 13 MD-SH5500-01 A ••• . • • • ••• • • • • . • • • • • • • • ••• • • • • • . • • • • . . • • .. .. • . • •. •. 0410 • • • .•. • . 012,,101 8 Elotbarn Sash Desclp6an tar port 8019.0 vva,d&r Hst9M Sharon Sash 11*I0t0 80+6800) Deelpn Pressure, lb•/R7. R IN. Level 2 Windom Ruck Width (Int up Is 40 48 52.125 54 23.5 Coolants 11.844 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 20 Mand d5oops 14517-15.870 +70.0 -110.0 +70.0 -110.0 +70.0 -1100 *70.0 .110.0 Egnllte 11.583-14.510 +70.0 -1100 +70.0 -110.0 +70.0 -1100 +70.0 -110.0 standw ProMw 11.377 . 11.652 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 *7110 .1100 37.375 Ideal 23.517-25.280 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -9100 Standard Cottage 20.988-23.518 +70.0 .1100 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Ee1st94 17.517 . 20.957 +70.0 -110.0 *70.0 .150.0 *70.0 -110.0 +70.0 402.0 Standard tanderdPoAsw 14.517.17.510 +70.0 -170.0 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 0187..1 11.377-14.510 +700 -1100 +70.0 -1100 *73.5 -107.0 +70.0 -103.0 44 Tallest 27.583-31.911 *70.0 .110.0 +70.0 99.0 *70.5 .93.0 +70.0 -00.0 00s80150* 28.517 . 27.582 +70.0 -110.0 *70.0 -110.0 +750 -1105 *70.0 -110.0 Standard Cottage 23.517 - 25.510 *70,0 -110.0 +70.0 .110.0 +70.0 -110.0 +70.0 -110.0 EWe1411e 20.517 - 23510 +700 .1100 *70.0 -1100 +700 -110.0 *700 -110.0 Blandest PmAew 17.517 . 20.510 *70.0 -1100 +70.0 -110.0 +70.0 -110.0 +70.0 •110.0 Custom Sas 14.517 - 17.5113 +70.0 -1100 +70.0 -110.0 *700 -110.0 *750 -110.0 Slimiest 11.377 . 14.518 +70.0 -1550 +70.0 .1100 +700 -1020 *70.0 -1030 48 g. 761e01 31.583.360111 +70.0 -110,0 +70.0 49.0 +70.0 .03.0 •70.0 40.0 Standard Cottage 20517 . 31082 +70.0 -110,0 •70.0 -1100 +70.0 -110.0 +70.0 -110.0 E518311e 20517.28.510 +70.0 -1100 +810 •1100 +700 -110.0 +70.0 -110.0 Standard Pl*74ew 17.517 . 20.518 *70.0 -1100 +70.0 .8705 *770 -110.0 +700 -110.0 Custom 9iz e 14.517-17.618 +70.0 •110.0 +70.0 -1100 +70.0 -110.0 *70.0 .110.0 (natant, Size 12.517 .510 261 +70.0 -1100 *70.0 -1100 *70.0 .110.0 +70.0 -110.0 Shaleet 11.377-12.510 +70.0 -110.0 *70.0 -1100 +700 -11(.0 +70.0 -110.0 p -I IEqu70-25e23.517-28.518 Tepee 33108.37.535 +70.0 -110.0 +70.0 49.0 *70.0 .93.0 *70.0 -90.0 51eMwd °A88e 26.517 . 33.207 +70.0 -110.0 +70.0 -1100 *70.0 410.0 +70.0 -110.0 -110.0 *70.0 *700 -1100 *70,0 -110.0 +70.0 -110.0 +70.0 -110.0 C*•lorrl Size 20.517-23.518 +70.0 -10.0 +70.0 -110.0 +700 -110.0 +70.0 -10.0 49.025 05am47r04e*e 17.517-20.54 +70.0 -110.0 +70.0 -110.0 *70.0 •110.0 +70.0 -110.0 Qwlom sae 14517 -17.510 +704 •10.0 +70.0 -110.0 +70.0 -100 +70.0 -110.0 Custom Size 12.517 -14.510 +700 -10.0 +73.0 -10.0 +70.5 -1500 +70.0 -10.0 5271e07 11.377-12.518 +70.0 .10.0 *70.0 -1800 +70.0 -150.0 .70.0 -110.0 02 'WW1 30.517-41.04 +70.0 .110.0 *70.0 -110.0 0700 -110.0 +70.0 010.0 SbMsd College 31.517-38.556 +70.0 -110.0 *70.0 -110.0 +70.0 -150.0 +70.3 -110.0 E7W91e 28.517-31.510 +70.0 -110.0 +70.0 -1100 +70.0 -110.0 +70.0 -110.0 Stands. Proasw 23.517-20.516 +70.0 -1000 *70.0 -110.0 +700 -10.0 +70.0 .10.0 Custom Size 20.517-23.515 +707 -710.0 *70.0 -110.0 *70.0 -110.0 *70.0 -10.0 07*101m Stas 17.517-70.518 +70.0 -110.0 +73.0 -110.0 +70.0 -110.0 *70.0 -110.0 Cwlom Sas 11.517-17.516 +70.0 -1100 +70.0 -110.0 +700 -110.0 +70.0 -110.0 Custom Size 13.017-14.518 +73.0 -510.0 +70.0 -110.0 +70,0 -110.0 +70.0 .110.0 Maisel 1.884 -13.018 +705 -110.0 +70.0 -110.0 *70.3 -10.0 +70.0 -110.0 75 Tallest 39.617-41 044 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 Custom Size 30.517-39.510 +70.0 -1100 +70.0 .110.0 +70,0 -100 +70.0 -110.0 Egre444e 35.617-38.518 *70.0 -100 *70.0 -110.0 +70.3 -100 +70.0 -110.0 Custom Size 32.517-35.518 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 *70.0 -110.0 Slender./ Pr sieve 20.517 -32.518 +70.0 -110.0 +70.0 -1100 +700 -110.0 +70.0 -110.0 0u01o5+51ea 20.517-20.518 *70.0 -110.0 *70.0 -110.0 +70.0 -110.0 +70,0 -110.0 5ha5e17 25.510-20.518 +70.0 -110.0 *70.0 -110.0 *70.0 .110.0 +70.0 -110.0 84 Eq./Mike 311.517 . 41.844 *705 -110.0 +70.0 -10.0 +70.0 -15.0 +70.0 -100 Custom Size 35617.38.510 •70.0 -110.0 *70.0 -1100 +70.0 -110.0 +700 -110.0 Stand.d Pmlew 33518-35.619 *70.0 -15.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 95.70 Taal •41.54 +55.0 -110.0 +70.0 -110.0 *70.3 -110.0 +70.0 110.0 SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. • MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.136 TABLE 8: Glom 770e 138'4 811an18ae0 Dwolptlm ler Own Rann.• W91d0w 0654810x+ 8•h Rst9M Rina Ory Design Pr•s•Yn ••IRz Ra1+1. Level 3 WI rim Buck Width 0n) 19 24 32 38 40 48 52125 54 23.5 E0u01-11e 11.394 *70,0 -110.0 +70.0 -110.0 *70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 *70.0 -110.0 *70.0 -110.0 28 sundae C0080* 14.517-15.670 *70.0 -110.0 +70.0 -110.0 *70.0 -110.0 •70.0 -110.0 +70.0 -110.0 +70.0 -110.0 *70.0 -110.0 *70.0 .110.0 Eaul46. 11.583. 14.518 *70.0 -110.0 +700 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 *70.0 -110.0 +700 -110.0 Starl0erd P ro.ew 11.377-11.552 *70.0 -110.0 +70.0 -110.0 *70.0 -110.0 *70.0 -1100 •70.0 -110.0 *700 -1100 •70.0 -110.0 470,0 -110.0 37.375 T911e90 23.517-25.205 *70.0 -1100 +70.0 -1100 *700 -110.0 .70.0 010.0 +70.0 -110.0 *70.0 -10.0 *70.0 -110.0 •70.0 -10.0 Standard C00e*8 20056-23.518 *70.0 -110.0 *70.0 -110.0 +70.0 -110.0 +70.0 -110.0 *70.0 -110.0 •70.0 -110.0 +70.0 .110.0 +70.0 -110.0 E9198-109 17.517-20.057 *70.0 -1100 *70.0 -110.0 •70.0 -110.0 +70.0 -1100 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 *70.0 -100.0 Standard Pralsw 14.517 - 17.518 *70.0 -1100 *7).5 -110.0 +70.0 -110.0 *70.0 -110.0 +70.0 -110.0 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 00 eaerle4 11.377. 14.51 d *70.0 -110.0 •70.0 -110.0 *700 -110.0+ 7 0.2 -110.0 +70.0 -110.0 *] . 00 -110.0. •700 -107.6 *70.0 -103.0 44 Tallest 27.503. 31.911 +70.0 -113.0 *70.0 -110.0 *70.0 -110.0 *70.5 -110.0 +70.0 -110.0 +70.0 - K0 +70.0 43.0 +70.0 40,0 Eu10168124 26517-27.502 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 •70.0 -110.0 *70.0 -110.0 •70.0 -110.0 standard c00a0e 23.517-26.5111 *70.0 -1100 *70.0 -110.0 *700 -110.0 *70.0 -110.0 •70.0 -110.0 *70.0 -110.0 *705 -110.0 +70.0 -110.0 E0u640* 20.517-23.510 +70.0 -110.0 +70.0 -110.5 *70.0 -110.0 *70.0 .110.0 •70.0 110.0 +700 -1100 *70.0 -110.0 *70.0 -110.0 sto*6900P5*10w 17.517-20.516 *70.0 -1100 •70.5 -110.0 *70.0 -110.0 *70.0 -1100 . 70.0 -11 .0 0 *70.0 -110.0 *70.0 -110. 0 *70.0 -110.0 Custom Sae 14517-17.510 *70.0 -110.0 +70.0 -110.0 *700 -110.0 *70.0 -1100 *70.0 .110.0 *70.0 -110.0 +70.0 -150.0 +70,0 -110.0 Shortest 11.377-14.518 *70.0 -1100 +70.0 -110.0 *700 -110.0 •70.0 -110.0 •70.0 -110.0 *70.0 -110.0 +70.0 -107.0 *70.0 -103.0 48 ^c Tallest 31.583-35.911 *705 -110.0 *73.0 -110.0 •700 -110.0 +70.0 -110.0 *70.0 -110.0 *70.0 49.0 +70.0 43.0 *70.0 40.0 Standard C00978 20.517 - 31.582 *70.0 -110.0 *700 -110.0 •70.0 -110.0 •70.0 .110.0 *70.0 -110.0 *70.0 -1100 +70.0 -110.0 *700 -110.0 56011-11t• 20.517 . 20518 *70.0 -1900 *70.0 -110.0 +70.0 -110.0 *70.0 -110.0 .70.0 .110.0 +70.0 -110.0 9.0.0 -110.0 *70.2 -110.0 Standard PraleW 17.517 - 20.510 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 +70,0 -110,0 +70.0 -110.0 Custom Slze 14.517 . 17.518 *70.0 -1100 +70.0 -1100 *700 -110.0 *70.0 -1100 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 05l0m86e 12517.14.610 *70.0 -110..0 •70.0 -110.0 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 *70.5 -110.0 *70.0 -110.0 *70. 0 -1100 Salaries' 11.377 - 12.510 +70.0 -110.0 *70.0 -110.0 *700 -110.0 +70.0 -110.0 •70.0 -110.0 *70.0 -110.0 *70.0 -110.0 +70.0 -110.0 o 2 ., 49.85 E 1a88*7 33.208-37.530 *70.0 -110.0 *70.0 -110.0 *700 -110.0 *70.0 -110.0 *70.0 -110.0 +70.0 49.0 +70.0 43.0 *70.0 40.0 Standard Canape 20.517-33.207 *70.0 -110.0 +70.0 -110.0 *70.0 -110.0 *70.0 -110.0 +70.0 -110.0 *70.0 -110.0 *73.0 010.0 *70.0 -110.0 Eau01-18e 23.517-25.510 +70.0 -10.0 +70.0 -10.0 *70.0 -110.3 *700 -110.0 +70.0 -110.0 .70.0 -110.0 •70.0 -10.0 +70.0 -110.0 Calera sea 20.517-23.515 +70.0 -110.5 *70.0 -110.0 +70.0 -1100 *70.0 -110.0 +70.0 -1100 *70.0 -110.0 *70.0 -110.0 00.0 -110.0 standard Nom 17.617-20.518 *70.0 -110.0 *70.0 -10.0 *70.0 -10.0 *70.0 -10.0 +70.0 -10.0 +70.0 -110.0 +70.0 -110.0 *70.0 -100 Custom sae 74.517-17.518 •70.0 -110.0 *70.0 -170.0 •700 -110.0 *70.0 -110.0 *70.0 -1100 +70.0 -110.0 •70.0 -110.0 *700 -110.0 Custom Sae 12.517-14.515 +70.0 -1100 *70.0 -110.0 +70.0 -110.0 +70.0 -110.0 *70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 050M01 11.377-12516 *70.0 -1100 *700 -110.0 +700 -110.0 *70.0 -10.0 *70.0 -110.0 +700 -10.0 +70.0 -10.0 *70.0 -110.0 02 Tam 35.517-41.044 *70.0 -1100 *70.0 -110.0 *700 -110.0 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 •70.0 -105.7 standard Co604a 31.517-35.518 +70.0 -110.0 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 •70.0 -110.0 +70.0 -110.0 *70.0 -106.6 *70.0 -103.0 E99118e 20.517-31.516 +70.0 -110.0 *70.0 -110.0 +700 -110.0 *70.0 -110.0 *70.0 -110,0 +70.0 -110.0 *70.0 -107.9 +70.0 -1024 standard Prawn 23.517-21.518 +70.0 -10.0 •700 -110.0 +70.0 -10.0 +10.0 -110.0 *70.3 -110.0 *70.0 -110.0 *70.0 -10.0 *70.0 -105.2 Culam eau 20.517-23516 *70.0 -110.0 +70.0 -10.0 .70.0 -10.0 *70.0 -10.0 .70.0 -10.0 •70.0 -110.0 *70.0 -110.0 •70.0 -107,0 571l0m00. 17.517-20.516 *750 -110.0 +70.0 -1100 •70.0 -110.0 *70.0 -110.0 *70.0 -110.0 +70.0 -110.0 *70.0 -110.0 *70.0 -109.8 Culom80a 14.517-17.516 *70.0 -110.0 *70.0 -110.0 •70.0 -110.0 +70.0 -158.0 +70.0 -102.0 +70.0 -100.5 *70.0 -100.5 +70.0 -100.5 Custom 00e 13.017 . 14518 +700 -110.0 +70.0 -110.0 •70.0 -105.2 *70.0 -100.7 +70.0 47.1 *700 44.4 *70.0 44.4 +70.0 444 annual 11.864-13.016 *70.0 -110.0 +700 .110.0 *700 -102.6 *70.0 47.0 +70.0 43.3 *70.0 40.1 *70.0 40.0 *70.0 400 75 101105 30.517-41.844 +70.9 -110.0 +70.0 -110.0 *70.0 -110.0 *700 -110.0 +70.0 -110.0 *70.0 -110.0 *700 -101.5 *700 40.0 Custom Sae 38.517 - 39.510 *70.0 -1100 +70.0 -10.0 *700 -110.0 *70.0 -1100 +70.0 -10.0 *700 -110.0 *70.0 -101.7 *70.0 48.3 E516400 35.517-38510 *70.0 -1100 +70.0 -110.0 *70.5 -110.0 +70.0 -110.0 +70.0 -110.0 *700 -110.0 *70.0 -100.4 *70.0 45.0 Cust0me10e 32517 - 35.518 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 *70.0 -110.0 +70.0 -110.0 +70.0 -110.0 *70.0 -100.7 *70.0 95.2 mandate P1c4e0 20.517-32515 +70.0 -1100 *705 -110.0 *70.0 -110.0 *70.0 -110.0 +70.0 -110.0 *70.0 -109.8 *70.0 -101.6 *70.0 48.1 Clslem 800 25.517 . 20.515 *70.0 -1100 *700 -110.0 *70.0 -107.0 *70.0 .102.4 *70.3 90.5 *70.0 40.4 *70.0 .94.4 *70.0 40.4 8004,1 25.518-26.510 *70.0 -1100 *70.0 -1100 *700 -104.6 *70.0 49.1 *70.3 45.4 *70.0 424 *70.0 42.4 *70.0 42.4 84 E*0698 36.517-41.044 *70.0 -1100 +70.0 -1100 *70.0 -110.0 *70.0 -110.5 +70.0 -110.0 *70.0 -109.9 *70.0 48.7 *70.0 41.1 Custom Site 35.517-39.510 *70.0 -110.0 *70.0 -1100 *70.0 -1070 +70.0 -1524 *70.0 409 +75.0 40.4 *70.0 48.4 *70.0 41.0 Standard Pr•I8+v 33.616-35.518 *70.0 -110.0 +70.0 -110.0 *700 002.8 *70.0 47.0 +70.0 43.3 *70.0 901 *70.0 40.0 *70.0 40.0 91.70 Tallest '• . -41.844 *70.0 -110.0 *70.5 -110.0 *70.0 -102.6 *70.0 47.0 •70.0 -93.3 *70.0 401 *70.0 90.0 *70.0 40.0 SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. ' MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 ••;,•r• • • J , +r• • 8 NOTES. 1) USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. •• ••. gill • • •• JAMB EXTERIOR SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO FLANGE 8 BOX/EQUAL-LEG FRAME TYPES ONLY. ALL CONFIGURATIONS APPLICABLE.) da 1 i Ili 1♦ II� MEETINIlGi RAIL 1 1 i , a EXTERIOR I1 I JT SILL HEADER SASH HEIGHT IIGLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL • FIN FRAMES Revised By: Oat•: Revision: Revised By: Dab: Revision: PRODUCT REVISED as complying with the Florida Building Code Acceptance No Pan' Lspuat Dale Isar', /,e7 . :�0r. t Aiauti Jade Product 6 •, ... • ! 10761 TECHN•LOOY ORNE• Title: Date: •r. VENICE,•FL. 642II SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 • Tf 41 44p-1 00•. • Sales/Model: • CERT. OF AUTH` #29296 SH -5500 Deeoription: [MOWS) or DESIGN PRESSURE TABLE J ROSOWSKI •.. ,7, '. ,..�•.'• e 11.0.8.1.0 'MILLO; P.E:' ` • ti66203' Scab: Sheet 0ralvinp No. Rev: NTS 7 OF 13 MD-SH5500-01 A ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• s• • • • •• •• • • • ••• • • • • • • TABLE 9: Anchor Gu0n510e Raqulr51 far "ThrouyhfraMe 13510131011 1315•171055 515.730 Rad Level R1 235 Bollom Sash CbalRlon for Man Rome 0 WlydSw Hoyt Shwa ErmaHle 26 Sbndrrd Col1005 Eyarlle Standard Pralaw 37.375 44 45 18525 62 Taloa antra CADA EquYllo Sash Hot11 AMAIN 13354 14517- 15 570 11.583-14 518 11.377-11 582 23.517-23288 23.858-23 516 17.517.21657 FOR ANCHOR GROUP D, TABLE 10, SHEET 9 MAY BE USED. Anchor GrataA 13 MIO 2C 19706 Jamb 2 2 1 m 2 2 2 2 2 2 2 Ara, a 2 2 s 2 2 2 2 2 2 2 3 1 371990 Jamb i 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 36- Was Jaro a 2 2 5 m 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 40- Wide Ant Jamb ande Jamb 2C 1M9a Arne 37 Varle iamb 36' VGA Arra 40' WA Amb 46' Wide 52-113 Was ant 24' WA 37 wict 37 Farla 40' Wide 48,3109 Ant Jamb Jamb Ant Jamb Jamb Standard Pronew 14.517-17.513 2 2 2 2 2 2 2 2 2 Shafted Tallest Custom Sha 11.377 - 14510 27.553-31 811 26.517-27.562 2 2 2 3 3 2 2 2 3 3 2 2 2 3 3 2 2 2 2 2 2 2 2 2 Sbn0ad Colima 23.517.23513 2 3 2 2 3 2 2 3 2 EwoHle Standard Prato 20.517-21 516 17.517-20.516 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cush/matt, Shaded 7371st Standard O3604 Ewalt Slatted Prolbw Custom Sao 14.517-17 515 11.377-0515 31.533-35911 26317-31.552 2.517-25.515 17.517-20 515 14.617.17.615 2 2 2 2 2 2 2 2 3 2 2 3 3 2 2 3 2 2 3 2 2 3 3 3 2 2 2 2 2 2 2 2 2 3 3 2 2 3 3 2 2 3 3 2 2 2 2 Custom Bae Stated Taped mantra Callame Erman. Qollarn Sha S1amem1Plmb 12.517-11515 11.37? - 12 516 33206. 37.530 26.517-13207 23.517-26 516 21.517-23 516 17.517-20.516 3 2 2 3 i 2 2 3 2 2 3 3 2 2 3 3 2 2 3 3 3 2 2 3 2 2 3 3 2 2 3 3 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 2 2 Custom Sara GAIG715aa Shafted Tsttst Stordad Cream ESaaWe 6latdard Prof. OW= Sha Galan Sae 0 Dam Sha QWan Sha Stalest 11.517-17.515 12517-14.516 11.377-12 515 35517- 43644 31.517.0510 26.517- 31.515 23.517- 26315 20.517- 23518 17.517- 20 515 14.517- 17.516 13.017- 14.516 2 3 3 4 4 2 2 2 3 3 3 2 2 2 2 3 2 3 3 4 4 2 2 2 41 3 2 2 2 2 3 2 3 3 3 4 4 2 2 2 4 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 3 4 4 2 2 4 3 3 3 2 2 2 2 11.534- 13 016 36517- 41.044 4 2 4 2 4 4 2 4 2 2 3 2 4 Cuaom Sha Erna 114 QAom Stat 31.517- 31516 35.517- 31516 32517-35516 3 3 t 3 3 3 4 4 3 2 2 2 3 3 4 3 SIa1drd PraMw QW6m Are 26.517-32 516 26.517-28515 3 3 4 3 3 3 t 3 2 2 4 3 Shaded 25.616-25 516 4 4 3 t 3 2 t 3 N 6175 303115 aWmn Bae SIa1OrOPloMw Tata 35517.41644 3.5.517. 35516 31.810- 35 515 4 4 4 4 4 4 4 4 3 4 3 4 4 4 4 3 3 2 2 2 2 3 4 4 4 4 3 4 SEE TABLE 4, SHEET 6 FOR DESIGN PRESSURES VVHEN USING THIS TABLE. 11 MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 1) USE THE ABOVE "ANCHOR QUANTITIES REQUIRED TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE "MAX ANCHOR 0.C. SPACING " TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FFtAME DIMENSIONS ARE BUCK. "MR" = MEETING RAIL. 4) FOR SIZES NOT SHOVVN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOVVN ON THE TABLE. 5) REFER TO TABLES 2 & 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. Roylood By: Dote: Revised By, Dote: Rtivelom Max. Anchor 0.C. Spacing for "Clitoral -Fin" Installation Group E as complying with the Flotids rpirPa"'C'"DN'ai4141"Meariggq.4 ("3 4112 1010 ANCHOR QUANTITY TABLE J ROSOWSKI • . 10700 TECHN111.00/ DINE, Mho Dots: 0,•‘ • Sorfoo/Mixkok Drawing No. Nov: P.E.4 58705 Seale: Shoot TABLE 10: An6her0uantWs Required fpr "Th rough* rune 1581a1a11on Rotor Group Aram Coup C 11T Wide 2! Wide 32 Wide 38' Wlda 6184 Type. BotlanSah A47ee Desolten (AM Rant Level Rage®Window R2 16104 Biwa Bea NNW R5804 ON Aare a i 5 a 3 Jot a 2 S lent 55 2 a Jamb ap Z a t 3 Jorna 48' WOO Ant 52.1/C/ Wide ant 10- Vele. Ant 24. Wide Ann VY to 36,1154 at Jamb 48- YAM 52 -VC WW1 Jot ant Jamb 32' Wide 3fr Wide Rob 40" Wies 40. Wide 52452 WIde Jane Ant 215 20 37.375 44 48 18.625 62 EpetBe 91815:20031104 Epetlte 1BaderdPreOw TOMO Stadad Came Emel to Standard Pre36e 3hodeet Tallest 04212/5Slee Standard Collate 11.334 11517-151170 11.833.14516 11.377 -11.5582 21517 - 25181 26858-23.51a 17.617-28.857 14517 -17516 11.377.14.515 9.583-31.911 21517-9.582 23517-'58.510 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 Egetne 21517-21510 2 2 2 2 2 2 2 2 2 Standard Prole/4 Carom Skil Shelled 1111411 Simard OaeOe EpM/11e Standard Prolwy Qatbn9ke 17.517 -21.51a 14517-17518 11.377 -14.516 31.783-35.811 26517.31.582 21517-26.516 17.517-20.518 14517-17.618 Celarn8ke 81Mnee1 Ttlbl Menden, COMO EyeMN Calbm Bke StandadProAaw 12517 -14.518 11.377 -12.515 31208-37.538 24517-33.2217 21517-25516 M517-23.518 17.517-20.518 2 3 2 2 3 3 3 3 2 2 2 3 3 3 2 2 2 3 3 2 2 3 2 2 2 3 3 2 2 2 3 2 2 3 3 2 2 3 3 2 2 3 2 2 2 3 3 2 2 2 2 2 3 3 2 2 3 2 2 3 3 2 2 2 2 3 3 2 2 2 2 2- 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 2 2 3 3 2 2 2 2 2 3 3 2 2 2 2 3 3 3 2 2 22 Cston Ske 14.517 -17.516 2 3 2 3 2 2 2 Caen Ske 8holeel label 9adadCollme Epetne Standard Polar Clam Me Colon 8126 Caum8ka Colon Size 9hoder 12517 -14.518 11.377-12516 36517.41.544 31.517-30 615 26517-31.518 21517-25618 22517 -23516 17.517-21.516 115/7.17.610 11017 .14.515 11.884-13.010 3 3 2 3 3 4 4 4 2 2 3 3 3 2 2 2 2 2 3 2 3 3 3 3 4 4 4 2 2 4 2 2 2 2 2 3 3 2 3 3 4 4 4 2 2 4 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 4 1 4 2 2 4 3 3 2 2 2 2 75 84 81.78 Tallest Colon eke Eguaelte Cetem8k9 91.8104241Pro/M C[Ban She Molest 5peHle Custom Sr Sladad ProleN TOM 33517-41.544 26517.11519 14517-38.516 32517 -35 610 23517.32515 26017-28.510 25.518 .265M 31517.41544 34517.38.515 33818.35515 - 41.544 3 3 3 4 3 1 4 4 4 4 3 3 3 1 3 3 3 3 4 4 4 4 4 4 4 3 3 3 3 4 4 3 3 4 4 3 4 4 4 4 4 3 3 3 3 4 3 3 4 2 2 2 2 2 2 2 2 2 2 2 3 3 3 4 4 4 4 4 4 4 3 3 3 4 4 SEE TABLES 5 & 6, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. " MIN. SASH HEIGHT A WINDOW BUCK HEIGHT - 50.136 00 maw wo • 1) USE THE ABOVE "ANCHOR QUANTITIES REQUIRED " TABLE FOR ANCHORS INSTALLED THROUGH THE FFtAME. 2) USE THE ABOVE "MAX. ANCHOR 0.C. SPACING TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. a 3) FRAME DIMENSIONS ARE BUCK. "MR' = MEETING RAIL. • 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. • • 5) REFER TO TABLES 2 & 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. Wax. Anchor 0.C. Spacing for "Integral -Far Installation P.E.8 58705 11570•TECHNOLOGY DRIVE • CERT. OF AUTH. #29296 ReWsed By: Date: Revised Eac Date: Anchor Oroup PRODUCT REVISED as cOMpIyins with the Florida Ckide iitalion Date Wart Jade Frodoel C Description: Drown By: ANCHOR QUANTITY TABLE J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Sedes/Model: Scole: Sheet Drawing No. Rev: SH -5500 NTS 9 OF 13 MD-SH5500-01 A • • TABLE 11: Anchor OueNRlee Required /or 'T1lroeph•Pnlne" MetaItallon b• Wlde 371432 ST MO Anchor Coup 6 40• WIG Arab Glom lyses Bolton Sash 6.16 CeseeptIon rashes SW Hsldll Wlnl. taw! Pence O%endow 841124 BU R3 H•Rht Soden 236 2que040e 2B Blmldmd Cottage 11.391 14.617.16370 i i 2 Sera a s Y i 2 2 2 Jamb 0 2 2 2 2 Gab i s s 2 2 ar veal, JAmb aver we. Amb 5C Wide _ 241 WM* 361 Wide Anchor Grow C 401 Md. Jamb 54 WWI, Arab 321 Wide Jame rne Jamb EqueHlle Standard Pdde6 11.663 -14.616 11.377 -11.632 2 2 2 2 2 2 2 2 2 2 2 2 2 2 37.376 T411est 6lsrdmd Canape 21617-25236 2952 -21616 2 2 2 2 2 a 2 2 2 Equal -lite Blended Poise BMdesl Tdrd Cust01n are Standard College EWItl-0U Standard Mooed 17.617-20.967 14.617-17.15W 11.377 -14.618 27.663-31111 2617-27.662 23.617-26.616 20.617-23.616 17.617-20.616 2 2 2 2 2 2 2 2 2 2 3 a 3 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom fire Shd4st Ttllest 14.617-17.616 3 SlmAad Cattege Eque.1 e Blend ProdeR Custom Sae Cuda Sea Molest 11.377.14516 31.663-35911 26517-31.532 26617-23.616 17.517-2.516 3 2 2 3 2 2 3 3 2 a 2 3 2 2 3 2 3 2 2 2 2 2 2 2 W.517-17.616 12617-14.616 3 3 2 2 3 2 11.377-12618 2 3 2 2 2 2 3 3 2 2 3, 3 2 2 3 9 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 4 3 3 2 2 3 3 2 2 2 3 2 2 2 19.626 62 Idlest 33.208-37.638 3 3 2 2 a Standard College Equd{Oe Custom are Stand* Prolan Castes Seer 26.617-33.207 21.617.2618 2 2 2 2 3 2 2 3 3 2 2 2 2 4 2.617-2616 17.617.2616 14.617-17.616 3 3 3 2 2 3 3 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 3 3 3 2 2 Croton Bea 12.517.14616 3 2 3 2 2 3 2 2 lelmlesl Telleal 91nGN Culp EqudJ6e Standard Ponies Calan bre ColICM Site Cwba Size Qmlan Size Simnel 11.3T/-12516 36517-41.644 31.617-36618 2617-31.618 21517-2618 2617-21613 17.617-2616 14.617 -17.616 13017.14610 11.184 • 123111 3 2 3 3 3 4 4 2 4 3 3 2 2 2 2 3 2 3 3 3 3 4 4 4 2 l 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 3 3 3 4 2 4 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 76 91.76 Tidiest Custom flee Equd4te Custom Seer 35617-41.614 35617-39.616 2617-36.618 32.617-36616 3 I 3 3 3 3 4 4 3 2 2 2 2 3 3 3 1 4 3 2 2 2 2 3lrtlmd PmdesW Ooi6 I Ses Shortest EquaNle Osaka Was Standard Pro.4sn T81e41 21617-32515 2617-20.618 2.516-2616 31.617-41.644 35.617-36616 311116-36616 ^ -41.644 4 4 3 3 4 3 1 4 3 4 3 3 4 4 2 2 2 2 2 2 3 4 4 4 4 3 3 3 4 3 3 1 2 2 2 2 2 2 2 SEE TABLES 7 8, 8, SHEET 7 FOR DESIGN PRESSURES VVHEN USING THIS TABLE. MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 1) FRAME DIMENSIONS ARE BUCK. "MR" = MEETING PAL. 2) FOR SIZES NOT SHOVVN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) REFER TO TABLES 2, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. Revised By: Doti: 111 GLASS TYPES Ei THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL FIN FRAMES Acceptaoce Ne LSO rat' Revised By: Oats: Revision: O Dotoription: Drown By: • i • .....6 •61IY a..,.: • ANCHOR QUANTITY TABLE J ROSOWSKI • . ICE, FL 34275 Dote: • • SINGI_E HUNG WINDOW INSTALLATION - LM 05/15/15 A. LYNN MILLER P.E. P.E.# 58705 CERT. OF AUTH. 129296 SH -5500 NTS 10 OF 13 MD-SH5500-01 A .085" .625" 3.500" -��- .082" -t l\ 1.483" I .625" }T - 1.375" I 1 r1.872" LA 0p OJ -CHANNEL FRAME HEAD/JAMB 3.483" - -►{�- .062" L � 2.444" Pao �If2- OJ -CHANNEL FRAME SILL -►� 1.231" 1-..-- (77,,) -+-- 14 FIXED MEETING RAIL 1.641" +� T " �- A T -1 .864" � � .175" e72 LAMI IG BEADING 3.500" .062" D 4_ P=' If ID .825" F OFLANGE FRAME HEAD/JAMB .065' 1.3!75" f� 1 --ry 1.000" H - 18O SASH RAIL .316" .754' .035"--�Q►-� CI)EXTRUDED SCREEN FRAME 8 FLANGE FRAME SILL .300" .7T50' .025"- + 8ROLLED 82 SCREEN FRAME 3.500" -�1--..-- .082" 1.483" 1.375" J 2.444" 1.4f3" C00. 1 O FIN FRAME HEAD/JAMB 3.483" -�IFf .062" 1.375" 1.378" 1 .080' .355" OFIN FRAME SILL .590 070" ,8 SASH STOP LIL SCREW COVER 19 INTERLOCK 2.444' OEQUAL LEG FRAME HEAD/JAMB •• ••• r•• • • •','r h•. „0, , 0 • ''•-I ;'•..•'•4."' • • •• •••• •• • '. .050" • e-r� : • -0.,.. ••. •: •'10.':10 •• • r,' ' •'‘ "' •.• • • • • •• • • ••..•; •• • • • ': •Ai LYNNihttatf P.E. P 5870 OEQUAL LEG FRAME SILL LIFT RAIL BEVELED 20 INTERLOCK COVER 21 INTERLOCK • • • •• • • ••• •_ • •• • • .070" --..11-.."-�7 .060" LI .715- " .810' --..--1 1.185" 23OLIGHT SASH REINFORCEMENT 4.1 k 070" .791" 1 _1.038" t1.331' h. - STANDARD -STANDARD 26 MEETING RAIL REINFORCEMENT L1 .050" BEVELED 22 INTERLOCK COVER 1.184" -� .070" 1 I .150' HD SASH 25 REINFORCEMENT � I 1.041" 1.340" 1.182" .070" .130" 27 HD MEETING RAIL REINFORCEMENT • 1:740•TECHNOLOGY DRIVE • . 4ENICE, FL 34275 • (141)-480-1600 • Revised By: Dote: Revision: Revised By: Date: Revision: '}RODIICT REVISED rxt complying with the Florida ;:gilding Code Ar.ceptance 14o �(/D"�/UT, Expiration Dale Writ's Minmi ode Product C. ' Description: WINDOW EXTRUSIONS Drawn By: J ROSOWSKI Tttle: SINGLE HUNG WINDOW INSTALLATION - LM Dote: 05/15/15 CERT. OF AWN. x!29298 Seriee/ModeC Scale: Sheet: Drawing No. SH -5500 NTS 11 OF 13 MD-SH5500-01 Rev: A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 1000 • • BIB of Material # Part # Description Material 1 620101 Single Hung Frame Head & Jambs - J -Channel PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 620105 SH/DH Frame SIII - J-Chamel PVC 6 620106 SH/DH Frame Sill - Flange PVC 7 620107 SH/DH Frame SIII - Fin PVC 8 620108 SH/DH Frame Sill - Equal Leg/Box PVC 14 620131 Fixed Meeting Rail PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/Screw Cover PVC 19 620156 Pull Rall Interlock 6005 T5 Al 20 620144 Pull Rail Interlock Coesr PVC 21 620157 Beveled Interlock 6005 T5 Al 22 620145 Beveled Interlock Cover PVC 23 620150 Light Sash Relnbrcement 6063 T6 Al 25 620162 HD Sash Reinforcement 6063 T6 Al 26 620153 Standard Meeting Rail Relnbrcement 6005 T5 Al 27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 30 61644 Weatherstrip, .187" x .270" Fin Pile SS 31 6Q300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187' x .220" PolyPlle Silicone 33 61825 Weatherstrip Plug, .220' Finseal EPDM 35 78X1 MTTT #8 x 1" Ph. PH SDS (Interlock Mounting Screw) Alum 36 78X3THPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 38 720210 Weep Hole Cover PVC 40 720)000( Constant Force Balance PVC 41 7CASPM #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 61816C48 Spiral Balance Fiberglass 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS Part # Description Material 78 Kommerling 4SG TPS Spacer System See this Sheet for Matedals 77 Quanex Super Spacer nXT with Hot Melt Butyl 78 Quanex Duraseal Spacer 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FT -8717, 8968 TABLE 12, CONT.: BIII of Material, cont # Part # Description Material 45 720197 Auto Lock Mechanism C Steel 46 720198&9 Sweep Lock Cast enc 47 720195&6 Auto Lock Cover Assembly Cast Z)nc 48 76X1180PTX #6 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast enc 50 76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 51 420181 LIR Beveled Tilt Latch Comer Key PVC 52 420182 L/R Pull Rail Tilt latch Comer Key PVC 53 7634PHFL #6 x 3/4" Ph. FH SDS (Comer Key Screw) SS 54 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1" Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zlnc 59 420180 Pivot Bar Comer Key PVC 60 720206 Pivot Bar SS 63 720191 Sash Pull Handle Cast Zile 64 720194 Sash Pull Handle With Latch Assembly Cast Zric 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw ) SS 66 420188 Bottom Latch Strike Plate Cast Zinc 67 78588 #8 x 5/8° Ph. FH SMS (Strike Plate Screw) SS 72 720135 Lami I.G. Bead PVC 74 Backbetlding, GE 7700 or Dow 791 Silicone 75 71646N Setting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 61011 Roll -Formed Screen Frame Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 84 47041 Screen Comer Key without Pull Ring X2 PVC 85 7CASPM Tension Spring SS 86 61816C48 Screen Cloth Fiberglass 87 61635/61614 .140" Screen Spline (Machlne/Hand Rolled) Vinyl NOTES: 1) PVC BY ROYAL WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR HAMA EXTRUDER CODE. 2) ITEMS # 9-13, 15, 24, 28, 29. 34, 39, 61, 62, 66-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. •• ••• A,:• ... A • • • AO • .•'is. • • • • se'.v.,•,..'• •..,••• • • • •.• • • • •- • • ••• a • • -' - •• • •• STRUCTURAL POLYISOBUTYLEN WITH DESICCANT SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE 1/4" NOM. FOAM W rTH DESICCANT EXT. GLASS EXT. GLASS 78 KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS INT. GLASS 3/16" NOM. INT. GLASS SUPER 77 SPACER® NXTTM ALUMINUM REINFORCEMENT POLYISO- BUTYLENE „ SEALSTAINLESS STEEL ROLL -FORMED 5/t6" NOM. DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL EXT. GLASS INT. GLASS le DURASEAL® SPACER 6 -;)XL EDGE TM SPACER INT. GLASS -„ ,_ • • • • kLYN,iMi1,L'EA, P.E. • P.E.# 58705 Revived By: Date: JR 05/05/16 Revised By: Dote: Revision: A) ADDED SPACERS Revision: PRODUCT REVISED Zomplying with nta Flodda Accepts Code 1(0-0714-. Acrcp4mce No 03 axpirxtion Date T:]Mir. /21520 ®. Description: Drown By: BILL OF MATERIAL (BOM) J ROSOWSKI 1E70QECHNOLOOY DRIVE 41. VENICE, FL 34275 (1641)-490-1600 TIRe: SINGLE HUNG WINDOW INSTALLATION - LM Date: 05/15/15 CERT. OF AUDI. X129298 Sertes/Mdsl. Scale: Sheet: Drawing No. Rev: SH -5500 NTS 12 OF 13 MD-SH5500-01 A • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • NOTES: OPT. SWEEP LOCK 1 OPT. AUTO LOCK 8°R OPT. PULL RAIL INTERLOCK 6 COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS OPT. BEVELED INTERLOCK & COVER i CONSTANT FORCE i` BALANCE SPIRAL BALANCE SASH ASSEMBLY DETAILS SCREEN ASSEMBLY DETAILS MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS EXTERIOR C� FRAME ASSEMBLY DETAILS 1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J -CHANNEL FRAME SHOWN, PARTS • 1 & 5. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. EXTERIOR f� ............ -._.__._..- ATTACHES •• ••• • •: . • • • •• • •:,• • . • • • it • •••• .•...•...•o. •' •'• • • •• a. •• • •. •- • • •• • • •• • ••• I4, • ...," • ; ..• • V �• • •.•'.... • -`• • ••• • 0• x`•.�` • ALYNN.MILLER, P.E. P.E• 58705 NCE Revised By: Date: • :071;TECHNOLOGY DRIVE • N • NICE, FL 34275 • • ##641)-480-1600 Revision: Revised By Dote: ReNalon: PRODUCI' REVISED sBMxieL' MLAoe.g.w_ with this F, l:nfte4letle e. •p,3ildin• Code EAepnlo inDNoote1M6-til"O Ptb-dnat_6,r 3 , Description: Drown By: EXPLODED ASSEMBLY J ROSOWSKI Title: Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 CERT. OF AIRH. #29296 Series/Model: Seale: Sheet: Drawing No. Rev: SH -5500 NTS 13 OF 13 MD-SH5500-01 A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Prpdifdt'Control Section that this product or material fails to meet the requirements of the applicable26 liacling cod "' This product is approved as described herein, and has been designed to comply with tie Flon��•ailding Code, including the High Velocity Hurricane Zone. •• DESCRIPTION: Series "CA -5540" Outswing PVC Casement Window — L.M.Ir • • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economv •• •• • APPROVAL DOCUMENT: Drawing No. MD -5540C.0 titled "Vinyl Casement Winoow NOA (:St)", sheets 1 through 11 of 11, dated 09/09/14, with revision A dated 05/05/16, prepareclpy.njltnufacli}g, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product vitrpl Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Coubty Praduct 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 NOM/ 15-0420.11 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. • • • •'•••• • • • • • MIAMI-DADE COUNTY APPROVED NOA No. I6-0714.11 Expiration Date: September17, 2020 Approval Date: August 25, 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. 15-0420.11) 2. Drawing No. MD -5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets 1 through 11 of 11, dated 09/09/14, 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: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Labaratory., Inc., Test Reports No. FTL-8717, FTL-8968 and FTL24170: dated, • 11 /16/15, . • 06/07/16 and 06/02/16 respectively, all signed and sealed by Idallie.Ortega,.P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading perac TAS202.94 • • 3) Water Resistance Test, per FBC, TAS 202-2E7•„• 4) Forced Entry Test, per FBC 2411.3.2.1, and,T•AS202-941:. 5) Large Missile Impact Test per FBC, TAS 2ti•94; • 6) Cyclic Wind Pressure Loading per FBC, LIS 203-94 • • along with marked -up drawings and installation diagram of a series CA5540/CA5440 • vinyl outswing casement windows, prepared by Fenestration Testing Laboratc 4; Inc., Test Report No. FTL-8179, dated 03/31/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 15-0420.11) 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 a series 5540/5440 vinyl fixed windows w/tube mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NDA No. 15-0420.11) 4. Reference awning window test report No. FTL-8183, per TAS 201, 202 & 203-94, with an addendum issued by Fenestration Testing Lab (Submitted under previous NDA No. 15-0420.11) . E-1 Manuel Perez, ' Product Control Exa �� er NOA No. 16-0714.11 Expiration Date: September17, 2020 Approval Date: August 25, 2016 . • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0420.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "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 "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. .... 3. Notice of Acceptance No. 12-1120.02 issued to Royal Windovt aniliDoor Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows acid Uoors" dated 02/28/13, expiring on 02/28/18. • • • • . . 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window p141.Door Vrokes, • Plant 13 for their "Bronze and Lighter Shades of Cap CoateMigid PVC Uyeferior • Extrusions for Windows and Doors" dated 04/16/15, expiringq4/16/20; • • • • gri 5. Notice of Acceptance No. 14-0529.14 issued to Royal WindovJt tn$•Door PMfiles, . Plant 13 for their "Performance Core Rigid PVC Exterior EFtras ons fgr VV.indow§ • • and Doors" dated 04/16/15, expiring on 04/16/20.• . . . . .. . ... . . .. • •.. . F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated April 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. I5-0420.11) 2. Statement letter of no financial interest, dated April 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. I5-0420.11) 3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 15-0420.11) 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. 15-0420.11, issued to PGT Industries, Inc. for their Series "CA -5540" Outswing Vinyl Casement Window - L.M.I." approved on 1 • 7/15 and expiring on 09/17/20. E-2 i Manuel Pe � '.E. Product Control .. iner NOA No. 16-0714.11 Expiration Date: September17, 2020 Approval Date: August 25, 2016 MAX. JAMB O.C. SEE TABLES 4-8 L r_— MAX. BUCK WIDTH Ij` SEE TABLES 4-9 SEE SHEET 3 r A' MAX. VISIBLE LIGHT HEIGHT 1 VISIBLE LIGHT WIDTH 4' MAX. f! I ' '\ L ►B 1"� 28" MAX. 0.C7'4 ' TYP. EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE MAX. BUCK HEIGHT SEE TABLES 4-9 A SEE SHEET 3 4' MAX. MAX. O.C. SEE TABLES 4-9 1 MAX. O.C. SEE" TABLES 4-9 . . . 1.25" MAX. —� B MAX. BUCK WIDTH EE TABLES 4-9 B, SEE SHEET4 125" MAX. TYP. INTEGRAL FIN & J -CHANNEL FRAME ANCHORAGE BUCK T SEE iS 4-9 63" MAX. FRAME ASSEMBLY TUBE LENGTH IMPACT RATING T MAX. HEIGH TABLE _i H SEE / /VISIB LIGHT HEIGHT �_----- / VISIBLE • • . E\I }^-- ... •SHEET4 , /I LIGHT WIDTH . J TYP. INTEGRAL FIN & J -CHANNEL FRAME ANCHORAGE BUCK T SEE iS 4-9 63" MAX. FRAME ASSEMBLY TUBE LENGTH IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE TABLES 4-9, SHEETS 8-9 81-1/4" MAX. COMBINED WIDTH �I k FRAME ASSEMBLY TUBE MULL. SEE SHEETS 5-6 FOR ANCHORAGE DETAILS VISIBLE f LIGHT WIDTH 28' MAX. O.C. f 3" MIN. \ VISIBLE LIGHT HEIGHT C, SEE �\ SHEET J MAX. JAMB O.C. SEE TABLES 4-B I-•~ 44" MAX. (TYP.) ADDITIONAL ANCHORS FOR FRAME ASSEMBLY TUBE, SEE SHEET 5 TYP. X -X EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE GENERAL NOTES: SERIES 5540 IMPACT RESISTANT, VINYL CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 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. 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 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 2% ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHRECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: .PBASED BASEDEGATIVE DESIGN LOADS ON �PRESSURE, FRAME IS sRA BBPOSITIVE DESIGN LOADS ON WATER TESRESSUE, STRUCTURAU CYE T RURE, ISD;LA.:S PER 4TM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TS/ THE RF•QUIQEDIDE4ION OREESUSE. THE W 20.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THATC•ME IIP• •ONTAMVITHCTHEADISCIMIhAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-314" HEIGHT: BUCK HEIGHT - 6-3/4" GENERAL NOTES 1 ELEVATIONS 1 FRAME, GLASS & ANCHOR OPTIONS 2 INSTALLATION, FLANGE & EQUAL LEG 3 INSTALLATION, INTEGRAL FIN &J -CHANNEL 4 FRAME ASSEMBLY TUBE 5-0 GLAZING DETAILS 7 DESIGN PRESSURES .. 8-9 BOM & ASSEMBLY 10-11 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE ANDTOBE REVIEWED BY THE AUTHORITY HAVING JURISDICTION 10) REFERENCES: TEST REPORTS FTL-8139, 8174; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA.R013 Q/INDO4ND DOttFr4OFILE§,L Wlil1t BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTOUCTI%N, ANSI/AV/WEDS /WEDS BskLUMINUTA DE GIVANUAL • • • • • • • • • • 11) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA, INC. • • • • • • • • • • ••• • • • • • 12) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 •AISIS190-07/S2-2010 PRODUCT REVISED as complying with the Florida ButIdmg Code Acceptance No IG -ID 14 . ' Ex ration Dal d., By Mi+ Dede Ptodna Control' 05/05/16 - JR - ADDED SPACERS TO SHEET 2, s c D W 0AO ZJ O CC LL O U U cGo W Z Y~w -- o) o v . z• 11. Of aloe AIM Y co ce vmwp GENERAL NOTES AND ELEVATION "sap Q Any MD -5540C.0 pM0 LL O 7.045 F Z 0,035 O Q U uas A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • 1 •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • Glass Type Deseri anon Table # Sheet # 5 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16' Air Space + 5/16" Laminated; (2) Utes of 1/8" A Glass With .090" PVB interlayer 4 8 6 7/8" Laminated I.G.: 1/7 T Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 5 8 7 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" laminated; (2) Liles of 1/8" A Glass with .090' PVB Interlayer 6 9 8 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 6 9 9 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16' Air Space + 5/16" Laminated; (2) Lites of 1/8" HS Glass with .090" SG Interlayer 7 9 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5/17 Laminated; (2) Utes of 1/8" HS Glass with .097 SG Interlayer 7 9 11 7/7 Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" HS Glass with .090" SG IMedayer 7 9 12 7/8" laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Utes of 1/8" HS Glass with .090" SG Interlayer 7 9 13 7/8" Laminated I.G.: 1/8" A Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Utes of 3/16" A Glass with .090' SG Interlayer 8 9 14 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Utes of 3/16" A Glass with .090" SG Interlayer 8 9 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 8 9 16 7/8" Laminated I.G.: 3/16" T Exterior Cap + 1/4' Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Interlayer 8 9 .. .___ _.._._..___---- Group Anchor Substrate Min. Edge Distance Min. Embedment' B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Steel, A37 3/8' 0.050" Steel Stud, A653 Gr. 33' 3/8' 0.0451" (18 Ga.) Aluminum, 6063-T5' 3/7 0.063" C 1/4" steel Ultrecon Concrete (min. 2.85 ksi) 1" 13/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Cretellex Concrete (min. 3.35 ksi) 1" 13/4" Dr 1/4" steel Uhracon P.T. Southem Pine (SG=0.55) 1" 13/8" 1/4" steel Cretetlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 13/8" 1/4" steel Aggre-Gator P.T. Southam Pine (SG=0.55) 1" 13/7 Grouted CMU, (ASTM C-90) 7' 2' 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/7 1-3/4" 1/4" steel Creteilex Concrete (min. 3.35 ksi) 2-1/2" 13/4" 1/4" steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 13/8" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN Fu=45 KSI. UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. INTEGRAL FIN ..___ Group Anchor Substrate Min. Edge Distance Mln. Embedment' F 2-1/7 Ring -shank Roam Neil P.T. Southern Pine (SG=.55) 3/8' 2-7/17 010 Truss head SMS (areal, 18-8 S.S. a 410 S.S.) P.T. Southern Pine (SG=.55) 1/2" 13/8" Aluminum, 6063-T5' 3/8' 0.050" Steel Stud, Gr. 33' 3/8" 0.0451" (18 Ga.) Steel, A36' 3/8" 0.050" 012 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9/16" 13/8' Aluminum, 6063-T5' 3/7 0.067 Steel Stud, Gr. 33' 3/7 0.050' Steel, A36* 3/7 0.050' STRUCTURAL POLYISOBUTVLEN WITH DES ICCANT EXT. GLASS SILICONE BUM & DESICCANT FOAM EXT. GLASS KODISPACE 4SG TPS 1/4" NOM. INT. GLASS 'A' = ANNEALED "H" = HEAT STRENGTHENED = TEMPERED 'PVB'=.090' PVB INTERLAYER 'SG" = .090" SENTRYGLAS INTERLAYER ALL INTERLAYERS MANUFACTURED BY KURARAY AMERICA, INC. 111 GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL • FIN FRAMES. GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN • THE HVH2 ABOVE 30'. STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS HOT -MELT BUTYL 3/16" NOM. INT. GLASS SUPER SPACER® NXTTM ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL 5/16" NOM. DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL INT. GLASS EXT. GLASS DURASt6AL®• • • • �XI.EDGEIM SPACER . . •• •• • • • o ••• • VACER •• ••• • MIN. OF 3 THREA•S • • • BEYOND THE METOL • SUBSTRATE. F02. IP STEEL STUDWN . • Fu=45 KSI. • • • • WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Description I�' BOX OR EQUAL cOn Q 9 __� O See this Sheet br Materials 101 Quanex Super Spacer Off with Hol Melt Butyl I�el Q FLANGE oU #LEG°I ©) Cardinal XL Edge Spacer I INTEGRAL —73 ' L J -CHANNEL 01111 t I.— i I — FIN 0 �U oaUl IIn� O NOTE: SEE DETAILS AND DIMENSIONS ON SHEET 11 Part# Description Material 100 Kommeding 4SG TPS Spacer System See this Sheet br Materials 101 Quanex Super Spacer Off with Hol Melt Butyl 102 Quanex Duraseal Spacer 103 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 EXTERIOR a INT. GLASS 1/2' NOM.GLASS BITE TYP. rlC-1= TYP. GLAZING DETAIL t VINYL CASEMENT WINDOW NOA (LM) 8 9/9/14 aic_31-1 -• • • • v 05/05/16 - JR - ADDED SPACERS. • • 0ERT.01F AUTH. 0920 • • n • tit tOgtQRIS(E N. IENIOE, FL 34276 • r, (941)-480-1600 CA -5540 NTS 2 OF 11 o z MD -5540C.0 ,i Z A o GLASS/ANCHORS/FRAME OPTIONS oa,' J ROSOWSKI PRODUCT REVISED as complying with the Florida Banding Code Acse11.4."0 14,11 ptanco No E-xpiraeiat Dees A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN 2X WOOD FRAME OR BUCKSTRIP, SEE NOTE 2, THIS SHEET. I EDGE DISTANCE EMBEDMENT 1 t_1/4" MAX. SHIM SEE SHEETS 10811 FOR HARDWARE BUCK HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. 1/4' MAX. SHIM —.4 EMBEDMENT "ll EDGE DISTANCE 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. HD REINF. O VISIBLE LIGHT HEIGHT STD. REINF. STANDARD SASH RAIL HINGE & REINFORCEMENT, (ALL SIDES) SEE SHEETS 10 & 11 FOR HARDWARE HD REINF. EXTERIOR SEE SHEETS 10 & 11 FOR HARDWARE EQUAL-LEG/BOX FRAME SHOWN INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. 1/4" MAX. SHIM EMBEDMENT VERTICAL SECTION B -B SHOWN WITH HEAVY-DUTY SASH, HINGE & REINFORCEMENT EDGE DISTANCE INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. SEE SHEETS 10 & 11 FOR HARDWARE 1� t Mak m C� z_ �nouuh i - I1� INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4' MAX. SHIM 4 EMBEDMENT FLANGE FRAME SHOWN NOTES: HD REINF. VISIBLE LIGHT WIDTH --� 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE 1/4' MAX. WINDOW. SHIM 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. 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 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (VVHEN USED) SHALL BE DESIGNED AND SECURED 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 REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO gitaNcd • • • • • • • • BUCK WIDTH HORIZONTAL SECTION A -A SHOWN WITH HEAVY-DUTY SASH, HINGE & REINFORCEMENT EXTERIOR EQUAL- LEG/BOX FRAME SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUWSTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHORED THROUGH • • •FRAME ONTO METAL • • • • • • •• ••• •• VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 63/4"• • • • • • • # HEIGHT: BUCK HEIGHT -63/x' • • • • 6ERT. 0 AUTH. 924 • • � v • • •• • • 1U7/TErFIVOLPOGN.DRI1E • • • • • N VENl Fi FL 342.71 • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. EXTERIOR V EXTERIOR INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL VINYL CASEMENT WINDOW NOA (LM) & 9/9/14 o FLANGE & EQUAL-LEG/BOX FRAMES It J ROSOWSKI (941)-480-1600 • N CA -5540 NTS 3 OF 11 0 MD -5540C.0 k z° A EDGE DISTANCE I TYP. ANCHOR TYPE, EMBEDMENT AND —EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. PRODUCT REVISED as complying with the Florida Building Code Accewtance No UP "077.71 Ea nation Dote 77; 2026 B rn_ Y Mi Dade 7roodme :t, ,; A. LYNN MILLER, P.E. P.E.8 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • ••• • • INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. J -CHANNEL FRAME SHOWN r EMBEDMENT EDGE DISTANCE T}1/4' MAX. SHIM I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) SEE SHEETS 10 & 11 FOR HARDWARE BUCK HEIGHT HO REINF. VISIBLE LIGHT HEIGHT STD, REINF. STANDARD SASH RAIL HINGE & REINFORCEMENT, (ALL SIDES) SEE SHEETS 108 11 FOR HARDWARE HD REINF. EXTERIOR SEE SHEETS 10&11 FOR HARDWARE INTEGRAL FIN FRAME SHOWN TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. F1/4" MAX. SHIM EDGE DISTANCE INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. S. 2. VERTICAL SECTION D -D SHOWN WITH HEAVY-DUTY SASH, HINGE 8 REINFORCEMENT —� EMBEDMENT (+-- 1/4" MAX. SHIM --A— EMBEDMENT ►EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. NOTES: INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. SEE SHEETS 10811 FOR HARDWARE OW lm •_• � _ r `� inn l m u1i11 INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4" MAX. SHIM EDGE DISTANCE J -CHANNEL FRAME SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 8 3, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. HD REINF. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. 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 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED 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 REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO•BtAbINe.• • • • • • VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH -83/4' HEIGHT: BUCK HEIGHT - 63/4" TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) VISIBLE LIGHT WIDTH —.— BUCK BUCK WIDTH HORIZONTAL SECTION C -C SHOWN WITH HEAVY-DUTY SASH, HINGE & REINFORCEMENT EXTERIOR INTEGRAL FIN FRAME SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. / / / 9 1/4' MAX. SHIM V TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER -- SUBSTRATE, SEE TABLES 2 8 3, SHEET 2. INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 7 • RICH RE THg H • • • O TAL • • EXTERIOR FIN AND/OR FLANGE MAY BE REMOVED IN -FIELD INSTALLATION OPTION 8 ANCHORED THROUGH FRAME INTO METAL • • • • • • • •. • �1• -•&'VINYL CASEMENT WINDOW NOA (LM) o / o 9/9/14 J -CHANNEL 8 INTEGRAL FIN FRAMES om J ROSOWSKI • ••• • -• • • • . • BERT. geAUTH.#1929: • • • • 10701TECHNOL•OG`IDDRIVE •;, • • • • • N. V:NIt6,tL 34215 • • • •Z, • (941)-480-1600 f, CA -5540 8 NTS N 4 OF 11 z° MD -5540C.0 s= A EMBEDMENT 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. PRODUCT REVISED cnmplying with the Fltxide Budding Code Acceptance Nn imC n Data By M rnduct Cn A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATION OF CASEMENT -TO -CASEMENT (X -X) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) A) INDIVIDUAL COMPONENTS: 5540 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE/MULL B) COMBINED COMPONENTS: 4" MAX. 4" MAX. —. "( 5540 SERIES CASEMENT WINDOW MAXIMUM DESIGN PRESSURE WHEN USING THE FRAME ASSEMBLY TUBE/MULL, SEE NOTE 2: +/- 70.0 PSF 8" MAX., SEE NOTE 2, THIS SHEET ADDITIONAL MULLION ANCHOR SEE NOTE 2, THIS SHEET -I 1 ✓ tit \ / > \ / - \ / \ / !� ALJ C) HORIZONTAL SECTION OC: 5540 SERIES CASEMENT WINDOW SHALLOW, FLUSH CAP WINDOW ANCHOR 5540 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE/MULL DEEP, FLUSH CAP SEE SHEET 6 FOR FRAME ASSEMBLY TUBE/MULLION DETAILS MIN. # 10 X 3/4' SMS 44) 17" MAX O.C. THROUGH EXTERIOR INSTALLATION HOLES, SEE WINDOWS APPROVAL FOR ANCHOR INFO. ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/X/0) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) 5540 SERIES AWNING WINDOW FRAME A= 63" MAX. FOR FIXED CASEMENT INDIVIDUAL A= 40" MAX. FOR CASEMENT B) COMBINED A) INL COMDIVIDU A=60"MAX. FOR AWNING COMPONENTS: I I� A —� ASSEMBLY TUBE/MULL�• 5540 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE/MULL—� 5540 SERIES FIXED CASEMENT WINDOW• 7 127-1/4' MAX i E - E — "UNDER SEPARATE APPROVAL WINDOW ANCHOR IIIA 4' MAX. 1 II MIN. #10X3/4"SMS A I 17" MAX O.C. THROUGH I 4" MAX INSTALLATION HOLES, SEE WINDOWS APPROVAL FOR I � ANCHOR INFO. 127-1/4' MAX. II ADDITIONAL MULLION ANCHOR SEE NOTE 2, 1 THIS SHEET II !I + VERTICAL SECTION E -E VERTICAL SECTION D -D SEE NOTE 2, THIS SHEET MIN. # 10 X 3/4" SMS 1T MAX O.C. THROUGH INSTALLATION HOLES, SEE WINDOWS APPROVAL FOR ANCHOR INFO. FRAME ASSEMBLY TUBE/MULL NOTES, ALSO SEE NEXT SHEET: 1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE, SHAPE, QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 2) ANY 5540 -SERIES CASEMENT, FIXED CASEMENT (UNDER SEPARATE APPROVAL) OR AWNING WINDOW (UNDER SEPARATE APPROVAL) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE/MULL. IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY . 3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES. FOR FIN OR J -CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. 4) FOR FLANGE OR EQUAL-LEG/BOX FRAMES, THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. #10 X1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL, UP TO 17' MAX. O.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. •• ••• • • • • • •• 5) THE FRAME ASSEMBLY TUBE/MULL MAY NOT EXCEED I)8' IN LEI•GT16 ORME YSED IN TEE OR CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY NOT EXCEED A TOTAL OF 127-1/4" IN WIDTHIWHEIGHT+.ZOfv�V IRD0: BUCK W :ND•: BUCK, INCLUDING THE FRAME ASSEMBLY TUBE/MULL WIDTH. 6) SHEET 5 8 6 REFER TO UNCLIPPED MULLION • ASSEMBLIES. FOR CLIPPED MULLION ASSEALTES SEt• • • • -T TUBE MULLION UNDER SEPARATE APPROVAL. •� • ••• • • !•0 • • • •• • •CERT•& AUTH3129266 • • • • • • • •107•C)1ICHNOLOGY DR� • • • • N. YE IGE•, FL 3kg • (941)-480-1600 VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 T FRAME ASSEMBLY TUBE DETAILS A o J ROSOWSKI z rc CA -5540 NTS 0 5 OF 11 0 MD -5540C.0 ,f2 A 5540 SERIES AWNING WINDOW (SILL) SHALLOW, FLUSH CAP FRAME ASSEMBLY TUBE/MULL 5540 SERIES CASEMENT WINDOW (HEAD) 5540 SERIES CASEMENT WINDOW (SILL) SHALLOW, FLUSH CAP FRAME ASSEMBLY TUBE/MULL 5540 SERIES FIXED CASEMENT WINDOW (HEAD) PRODUCT REVISED as complying with 6m Prh¢ida Building Code Acceptance No 1 Acceptance 'ration Dara By Mian Dade Product Can* 1 A. LYNN IAILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • ILLUSTRATION OF END CAP USE WITH FIN AND J -CHANNEL FRAMES WINDOW ANCHOR SEE NOTE2, SHEET 5 END CAP TO SPAN BOTH WINDOWS, SEAL WITH SILICONE. INSTALL 7 ADDITIONAL GROUP F ANCHORS THROUGH THE END CAP. �l •::/ • • • •_ • /// NOTES FOR FRAME ASSEMBLY TUBE END CAP: 1) APPLIES TO FIN OR J -CHANNEL FRAMES. 2) REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. 3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET 5. 4) END CAP MAY REQUIRE IN -FIELD TRIMMING. STANDARD LENGTH IS 14'. FRONT VIEW /// FRAME ASSEMBLY TUBERAULL 100" 90 FRAME ASSEMBLY TUBE, ALUM 6005-75 1.874" J .375" 91 O- SHALLOW,FLUSH CAP, PVC .060' 1.874" .627' O92 DEEP, FLUSH CAP, PVC EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. .221' --#.-I I�- 1.440" • .055" • • • • 664,4L0 ••• O93 FRAME ASSEMBLY TUBE END CAP, PVC SIDE VIEW FRAME ASSEMBLY TUBE NOTE: REFER TO SHEET 5 FOR THROUGH -FRAME ANCHORAGE AND THIS SHEET FOR NAIL FIN ANCHORAGE DETAILS TYP. AT ALL FRAME ASSEMBLY TUBE ENDS BOTH HORIZONTAL AND VERTICAL EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL. FOR TEES, CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED, TUBE MULLION UNDER SEPARATE APPROVAL. �{ 81.1/4' MAX. H- 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. (4 WINDOWS MAX.) —+{ H— 1-1/4" H— 127-1/4" MAX. r� C GSE FIXED GSEIAENT f CASE. r Imo— 127-1/4' MAX. 255-3/4' MAX. 63' MAX. 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES (4 WINDOWS MAX.) REMOVE FOR FIN APPLICATIONS • ••• • • • • • •• • • IL 127 1/4" MAX. H— A "CA ED 1 -E. a \ / GSE. -r s Ate' i 127 1/4" MAX. J 255 3/4" MAX. 2 O MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES. O 127-1/4" r MAX. L O -O 127.1/4" MAX. O 40" MAX. �O GSE. i /GSE. 1 �GSFI. `' GSE. r 1-1/4" i l 127.1/4" MAX. 255 3/4" MAX. 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. A= 63" MAX. FOR FIXED CASEMENT A= 40' MAX. FOR CASEMENT A= 60' MAX. FOR AWNING 'UNDER SEPARATE APPROVAL • • • • VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 2 FRAME ASSEMBLY TUBE DETAILS Bam J ROSOWSKI •••• • • e • •• • FERT.VPAUTH.6926 •r • • • • }07THNOiOGYDRIVE •" ••• : 5/16" A/A PVB 7/16" AIR SPACE 1/8" A_ GLASS aEXTERIOR -.1 7/8' NOM. r_ 100-103 5/16" H/H SG 7/16" AIR SPACE 1/8" A_ GLASS aEXTERIOR GLASS TYPE 5 -+{ 7/8" NOM. 100-103 7/16" A/A SG 5/16" AIR SPACE 1 /8" A GLASS a EXTERIOR GLASS TYPE 9 -.{ 7/8" NOM. r 100-103 GLAZING NOTES: "A" = ANNEALED "H" = HEAT STRENGTHENED -r= TEMPERED "PVB- = .090" BUTACITE® PVB BY KURARAV AMERICA, INC. "SG° = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPE 13 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 2) SEE TYPICAL GLAZING DETAIL ON SHEET 2. 5/16" A/A PVB 7/16" AIR SPACE 1/8" T_ GLASS aEXTERIOR 100.103 5/16" H/H SG 7/16" AIR SPACE 1/8" T GLASS EXTERIOR 100.103 7/16" A/A SG 5/16" AIR SPACE 1/8" T GLASS EXTERIOR N GLASS TYPE 6 GLASS TYPE 10 5/16" A/A PVB 3/8" AIR SPACE 3/16" A_ GLASS a EXTERIOR 7/8" NOM. --1 7/8' NOM. 100-103 5/16" H/H SG 3/8" AIR SPACE 3/16" A_ GLASS aEXTERIOR GLASS TYPE 7 7/8' NOM. 100-103 7/16" A/A SG 1/4" AIR SPACE 3/16" A GLASS a EXTERIOR GLASS TYPE 11 -�{ 7/8" NOM •• ••• • • • • • • • • •• • GLASS TYPE 14 • • • 1004103 IIGLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL • FIN FRAMES • • • riaASS• TYPE 15 •• ••• •• • • • •• 1 8ts•5 TYPEQ5, 7, 9, 1�1,1' • • • •• • • 8 MAY NO NOSED �J • • • • • 41 TI -kg HVH= ABQVE•10'.• • • • • • • • • • l • • • • • • • • • • • • 5/16" A/A PVB 3/8" AIR SPACE 3/16" T GLASS EXTERIOR 100-103 5/16" H/H SG 3/8' AIR SPACE 3/16" T GLASS aEXTERIOR GLASS TYPE 8 -� 7/8" NOM. f 100-103 7/16' A/A SG 1/4" AIR SPACE 3/16" T GLASS a EXTERIOR GLASS TYPE 12 7/8" NOM. 100-103 GLASS TYPE 16 PRODUCT REVISED as complying with the Florida Buildmg Cock A«ea= Nn 16 ept-0 ration Data N K M K m alma 2 O Z 3 0 0 Z H- Z W W U Y Z all!1 Y O O �u u.a F W 0 O Z 0 saa Q MD -5540C.0 LL 0 r 7..45 F- F— Z PiODS 0 saiag ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,,,,,- -.. Window Design Pressure, (+/- pan Standard Sash, Have 1 Use this Ncle for Gess type 5 1/8" A CAP, AIRSPACE, 118" A, .090" PVB, 1/8" A Fanroreemmt Window Dimensions Buck Width (In) 24 26 28 30.683 31.052 31.431 31.819 32.217 32625 33.043 33.472 33.912 34.365 34.829 35.308 35.797 38 _ �- 4 6 = � m 48 +65/-70 +65/-70 +85/-70 +65/-70 +85/-70 +65/-70 +651-70 +65/-70 +85/-70 +65/-70 +651-70 +85/-70 +85/-70 M5/-70 +851-70 +85/-70 +85/-70 e0 +65/-70 +65/-70 +85/-70 +85/-70 +651-70 +85439.7 +651-09.2 +85/-68.8 +65/-08.1 +85/-67.5 +85'-67 +65hole +85/45.9 +65/-85.4 +164.9 +/64.4 +/-84.2 68 +85/-70 +65/-70 +85/-70 +65/68.7 +85168.1 +85/67.5 +651-67 +85/-08.4 +65/-65.8 +651-05.3 +1-04.7 4/434.2 +/-63.8 +163.1 4142.5 +/62 +/61.8 70 +65/-70 +65/-70 +65/-70 +85/67.5 +65/-06.9 +85/68.3 +65/65.8 +85/65.2 +/-04.8 +/64.1 +/-63.5 +/4329 +/62.4 +/-61.8 +161.2 +/410.7 +/-00.5 71.593 +85/-70 +65/-70 +85/-70 +85/-67.1 +65/-08.5 +651-05.9 +65/65.3 +1-64.8 +/64.2 +/63.6 +/-63 +/-625 +/-01.9 +161.3 +/-00.8 +/60.2 +/-60 72 485/-70 +85/-70 +85/-70 +65/67 +65/458.4 +851-65.8 +65/65.2 +/64.7 +/64.1 +/63.5 +/629 +1624 +/-61.8 +/61.2 +/60.7 +/-60.1 +65/-70 73 +651-70 +65/-70 +65/-70 +65/-08.7 +65/-08.1 +65/65.8 +l-65 +1.84.4 +1-03.5 +/63.1 +/-62.6 +1621 +/411.5 +1-61 +/60.4 74 +65/-70 74 +65/-70 +85/-70 +85/-70 +65/46.5 +65/-65.9 +65/-05.3 +/64.8 +/63.7 +162.9 +/623 +/-61.7 +161.3 +/60.8 +1.60.4 75 +65/-70 75 +65/-70 +85/-70 +65/-70 +65/68.2 +65/65.7 +/64.7 +163.8 +l-63 +1-62.2 +/-61.5 +!410.8 +460.3 +/-69.9 76 +85/-70 76 +65/-70 +65/-70 +85/-70 +85/66 *65165.1 +l$4 4163.1 +/62.4 +1-01.6 +/60.6 *1410 +/-69.4 77 +65/-70 77 +85/.70 +85/-70 +65/-70 +65/65.2 +/64.3 +/63.3 +1.62.5 +/-61.8 +/-61 +/60.2 +/-59.3 78 +85/-70 78 +65/-70 +65/-70. +e5/-70 +/61.3 +/63.5 +/62.7 +161.8 +/61.2 +/-60.4 +/-59.6 MAX. IAMB O.0 SPACING IF - 79 +85/-70 +65/-70 +85/-70 +/-63.7 +/62.9 +162.1 +1-61.4 +/60.6 +/-69.8 MAX' O.C. SPACING IF ANCHORING ANCHORING THROUGH THE FRAME PER MAX O.C. SPACING IF ANCHORING 80 +65/-70 +651-70 +85/-70 +/63.2 +1412.4 +/-61.6 +4-00.8 +460 SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 81 +65/-70 +65/-70 +851.89.8 +/-62.8 +/-61.8 +l-61 +/60.2 APPLIES TO B, C OR D ANCHORS APPLIESTO FANCHORS APPU ES TO 8, C OR D ANCHORS APPLIES TO FANCHORS 82 +65/-70 +651-70 +65/49.6 +/-62.2 +/-61.3 +/60.5 • • • • • •ISEVITABLFI) • • • (SEE TABLE 3) (SEE TABLE 2) (SEE TABLE 3) 83 +65/-70 +65/-70 +651-69.5 +/-61.7 +1410.9 • • • 0•2.5/• • • • • 4" 1267• 4" 64 +65/-70 +65/-70 465/x.3 +/-61.3 - • • • • • • • • w • Window Design Pressure(+/-psf) sm"°°a 4etNalade Sash. Hope for Gass FieiuoertMl Type: 6 1/B' T CPAP, AIRSPACE, 1!8" A .090" PVB, 148' A Window Dimensions Buck V6dth (in) 24 26 28 30.683 31.052 31.431 31.819 32.217 32.625 33.043 33.472 33.912 34.385 34.829 35.306 35.797 36 _ g .� I 48 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +651-70 +65/-70 +65/.70 +135470 +85/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-71) +65/-70 +65/-70 80 +65/-70 +851.70 +65/-70 +65/-70 +85/-70 +65/-70 +85/-70 +85/-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +85/-70 +85/-70 +65/-70 +65/-70 66 +65/-70 +651-70 +85/-70 +65/-70 +65/-70 +85/-70 +65/-70 +65/.70 +85/-70 +65/-70 +65/-70 +851-70 +85/-70 +85/-70 +65/-70 +85/-70 +851-70 70 +65/-70 +85/-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +85/-70 +85/-70 +65/-70 +65/-70 4415!-70 +85/.70 +85/-70 +85/-70 +65/.70 +851-70 71.593 +65/-70 +85/-70 +85/-70 +85/-70 +65/-70 +65/-70 +65/-70 +65/-70 +85/-70 +851-70 +65/-70 +65/-70 +65/.70 +85/439.8 +651439.2 +85!68.7 +65/-68.6 72 +85/-70 +65/-70 +65/-70 +65/-70 +65/-70 +85/-70 +65/-70 +65/-70 +65/-70 +65/-70 +85/-70 +651-70 +65/.7 +651.89.2 +65/68.8 +651-68.3 73 +65/-70 +65/-70 +65/-70 +851-70 +85/-70 +651-70 +85/-70 +65/-70 +85/-70 +86/-70 +65/-69.8 +65/69.1 +85/-08.6 +65168.2 +85/-67.7 74 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +851-70 +65/.70 +65/-70 +651419.8 +65/-69.2 +65/68.6 +65/413.1 +65/67.6 +65167.1 75 +65/-70 +65/-70 +65/-70 +85/-70 +651-70 +85/-70 +65/-70 +65/-70 +65/69.1 +65/-68.4 +65/67.8 +85!417 +85/66.5 76 +85/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +6U-70 +85/-89.3 +65/-08.4 +65/67.6 +65/-86.7 +65/68 77 +65/-70 +65/-70 +65/.70 +65/-70 +85/-70 +65/-70 +65/69.5 +65/66.6 +851-07.8 +65!416.9 +65/65.9 78 +85/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/69.7 +85/68.8 +65/-68 +85/471 +65168.2 MAX IAMB O.C. SPACING IF 79 +85/.70 +65/-70 +65/.70 +65/-70 +85/-69.9 +65/-09 +85/68.2 +651417.3 +65/48.4 ANCHORING THROUGH THE FRAME PER MAX' O.C. SPACING IF ANCHORING 80 +65/-70 +85/-70 +85/-70 +65/-70 +65/-69.3 +65/68.4 +65/67.5 +85/66.8 SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 81 +65/.70 +85/-70 +65/-70 +65/x.8 +85/667 +651-67.8 +85/66.9 APPLIES TO B, C OR D ANCHORS APPLIESTO FANCHORS 82 +65/-70 4135/.70 +651-70 •85/.69.1 +851662 +851417.2 • • • • • •ISEVITABLFI) • • • (SEE TABLE 3) 83 +65/-70 +85/-70 +65/-70 +65/68.8 +65/-67.6 • • • 0•2.5/• • • • • 4" 84 +65/-70 +8W-70 +65/-70 +65/-651 - • • • • • • • • w • 111 GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. • • • w •• ••• •• • ••• •` • • • : • •CERTO AUTH.:29416 : • `L • • • • • 107Q TCCIINOLOGY DRIVE* ••• • N.VENGSI,FL341 (941)-480-1600 • ' e CA -5540 y NTS N 8 OF 11 EZ' MD -5540C.0 ,i 2 A VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 o DESIGN PRESSURE TABLES A om J ROSOWSKI NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. PRODUCT REVISED as complying with the Florida Building Code Acceptance No I(. -o 14. ll m Date ,'-,111/11/•20 By /,.i --f Mi, . r Dede FrudoM C r 1_• A LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i c window Design Pressure, (+/. paf) Heavy -C h Sash, Wye 8I UsB"iskneA for Gess rylk_ 7 & 8 3/16' A CAP, AIRSPACE, 1/B' A, .090' PVB, 1/8" A 8 3/16' T CAP, AIRSPACE, 1/8" A, .090' PVB, 1/8' A Reinforce Window Dlm rn4101ts Buck Width (in) 30.683 31.052 31.431 31.819 32.217 32.625 33.043 33.472 33.912 34.365 34.829 35.306 35.797 38 c§ m 71.593 +65-70 .85-70 +65/-70 +85-70 +65/-70 +65-70 +65/-70 •65.70 +65/-70 +85-70 +65/-70 +65/-70 +85/-70 +65/-70 72 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65.70 +65/-70 +85-70 +65/-70 +65/-70 +65/-70 +65/-70 73 +65/-70 +85/-70 +65/-70 +65/-70 +65/-70 +85.70 +65/-70 +65/-70 +85-70 +65-70 +651-70 +65/-70 +85/-70 +65/-70 74 .65-70 +65/-70 +85/-70 +65/-70 +65/-70 +85/-70 +65/-70 +85-70 +65/-70 +65/-70 +65-70 +65/-70 +65/-70 +65/-70 75 +65/-70 +65-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65-70 +65/-70 +65/-70 +65/-70 +85/-70 +65/-70 76 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +65-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 77 +65/-70 +65-70 +65/-70 +65/-70 .65/-70 +65/-70 •65-70 +65/-70 +65/-70 +65/-70 +65/-70 •65-70 +65/-70 +65/-70 78 +65/-70 .65-70 +65/-70 +65/-70 +65/-70 +85/-70 +65/-70 +65/-70 +65-70 +65/-70 +65/-70 •65-70 +65-70 +65/-70 79 +65-70 +65/-70 +65-70 +65/-70 +85/-70 +65-70 +65/-70 +65-70 +85/-70 +135/-70 +65/-70 +65/-70 +65/-70 +65/-70 80 +85-70 +65-70 +851-70 *651.70 0/851-70 +65/-70 +651-70 +851-70 +65I-70 +85-70 +85-70 +65-70 +851-70 +65-70 81 +65/-70 +65/-70 +65/-70 +65/-70 .65/-70 +85/-70 +65/-70 +65/-70 +65/-70 +85/-70 +65/-70 +65/-70 +85/-70 +85/-70 82 +65/-70 +65-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65-70 +85/-70 +65/-70 +85/-70 +65/-70 83 +65/-70 +65-70 +65/-70 +65/-70 +65/-70 +65.70 +65/-70 +65/-70 +65/-70 +85/-70 +85/-70 +65/-70 +851-70 +85/-70 84 +65-70 +65-70 +65/-70 +65.70 +65/-70 +85/-70 +65/-70 +65.70 +65/-70 +85-70 +65-70 +65-70 +85/-70 +65-70 • - window Design Pressure, (0- psf) Heavy -Duty Sash, Hype Si Reinforcement He tNs tame for Glass Type- 8 , 10,11 & 11 1/8" A CAP, AIRSPACE, 1/8" H, .090' SG, 1/8" H & 1/8' T CAP, AIRSPACE, 1/8" H, .090" SG, 1/8' H 3/16" A CAP, AIRSPACE, 1/8" H, .090" SG, 1/8" H & 3/18' T CAP, AIRSPACE, 1/8' H. .080' SG, 1/e" H Windos, Dimensions Buck Width (in) 24 26 28 30 32 34.005 35.705 38.621 38.085 39.129 40 V_ 48 +70/410 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +701-110 +70/-110 +70/-110 +70/410 +70/-110 2 60 +70/-110 +70/410 +70/-110 +70/.110 +70/-110 +70/-110 +70//-110 +70/-110 +70/110 +70/.110 +70/-110 72 +70/-110 +70/-110 +70/110 +70/-110 +70/-110 +70/-110 +70/-110 +70/110 +70/-110 +701-110 +70/-110 76 +70/-110 +70/-110 +70/-110 +70/-110 +70/410 +70/-110 +70/-110 +70/-110 +70/.110 +70/.110 +70/-110 m 84 +70/-110 +70/.110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +70/110 +70/-110 +70/-110 MAX. JAMB O.C. SPACING IF ANCHORING THROUGH THE FRAME PER MAX. O.C. SPACING IF ANCHORING THROUGH THE INTEGRAL FIN PER SHEET APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) APPUES TO FANCHORS (SEE TABLE 3) 1267" 4" MAX. JA MB O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) 10.13" IIGLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL • FIN FRAMES Window Design Pressure, (+/•psf) Heavy -04y Sash, Hine s laarr°rtet/ea Use this table for Gen type. 73, 14, 156.16 1/8" A CAP, AIRSPACE, 3/16" A, .090" SG, 3/18" A & 1/8" T CAP, AIRSPACE, 3/18" A .097' SG, 3116" A 3'16" A CAP, MRSPACE, 3/16" A, .090" SG, 3/18' A & 3'16" T CAP, AJRSPACE, 3/16" A, .090" SG, 3/16' A Winery Dimetsiats Buck Width (in) 34.065 34.414 34.834 35.234 35705 38.157 38.821 37 096 37.584 36.085 38.6 39.129 39.672 40 71.41 +70/-110 +70/-110 +79-110 +70/-110 +70/-110 +70/-110 +79.110 +70/-110 +70/-110 +70/-110 +79-110 +70/-110 +70/-110 +70/-110 72 +70/-110 +70/110 +70/-110 +70/-110 +70/.110 +70/-110 +79.110 +70/110 +70/-110 +70/-110 +79-110 +70/-110 +70/-110 73 +70/110 +70/-110 +70/-110 +70/-110 +70/-110 +70/-110 +701.10 +70/-110 .70/-110 +70/-110 +70/-110 +70/-110 74 +70/-10 +70/-110 +70/-110 +70/-10 +70/-10 +70/-10 +70/-110 +70/-110 +70/-10 +70/.1100 • 701-11!)• : : : • • • s 75 +70/-110 +70/-110 +79-110 +70/-110 +70/-110 +70010 +70/.110 +70/-110 +70/-110 +70/-110111 • • • 78 +70/-10 +79-110 +70/-10 +70/-110 +70/.110 +79-110 +70/-110 +70/.110 • •• •+707-110 ••• • • • • • • • ••• • • . • . m 77 +701-110 +70/-110 +79-110 +711/-110 .70/-110 +70/-110 +79-110 +70/-110 • • • • • • • • • • • 11 1 78 +70/-110 +70/-110 +79-110 +70/-110 +70/-110 +70/-110 +79.110 MAX, IAMB 0.C. SPACING IF g79 +70/-110 +70/-110 N0/-110 +70/.110 +70/-110 +70/-10 ANCHORING THROUGH THE FRAME PER 80 +70/-110 +70/-110 +701-110 +70/-110 +70/-110 • • 461iEETS 3 8.4 81 +70/-110 +70/-110 +79-110 +70/.110 • • • , • B, COR:�IOR; • • • • az +70/410 +70/-10 w9 -1m AIFLIES:0 • • • 83 +701-110 +70/-110 •SEETABI.2) • • • • • . • s • • • • 84 +70I-110 • • • • 10.88" • • • • GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN • THE HVH2 ABOVE 30'. NOTES: • 1) BUCK DIMENSIONS SHOWN. • • • • • • ••• 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. PRODUCT REVISED as cnmpiying with the Florida 13utiding Codc Acceptance No Ito -0 (4. Expiration Data Mi uli...'�� !i I Dade Prodoct n s a 0/1 rn alo0 ell'1 •,ra0 Q oN DMO to U sauaS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S. EXTERIOR ATTACHED TO FRAME JAMB ATTACHED TO VENT SIDE RAIL FRAME JAMB Fmme Seigle <32249' 32250'4814r 48250,64.249" 66250'75.219' 78.258'-81.90' VERTICAL HARDWARE NOTES: LOCK JAMB 1) SOME PARTS/OPTIONS NOT SHOWN FOR CLARITY. 2) INTEGRAL FIN FRAME SHOWN, PART #1. OTHER FRAME TYPES APPLY. City. Lod Poon 2 4 ATTACHED TO FRAME JAMB ATTACHED TO FRAME JAMB (DOR 60 SHOWN From Height� 30.500' 30.001"48.000" 48.001,03.00e 68.001"84.000' Qty. Snubbers 2 3 4 5 ATTACHED TO VENT SIDE RAIL ATTACHED TO FRAME JAMB 1FRAME SILL EXTERIOR a 0 OR 62 SHOWN ATTACHED TO FRAME JAMB FRAME JAMB VENT BOTTOM RAIL �,� I 3 H ®© ©© 414 fikr NIyO 60 USED ON STD. VENT ONLY 62 USED ON HD VENT ONLY FRAME SILL VERTICAL HARDWARE HINGE JAMB • • • ••• 2.615" EXTERIOR V HORIZONTAL HARDWARE SECTION FRAME SILL •• ••• • • • • • •• a • • • • • • • • • •• •• ••• ••• 11140/1"" • • .301" 11 HD VENT REINFORCEMENT .316' " .035" EXTRUDED SCREEN FRAME —i{ .807" Ha -- OSTANDARD VENT RAIL .075' • ••• • • • • • • RUTH. b9216 • N ' T07: T,ciVOLOg! QRR/E • N. VENICE, FL 3427•6 • • • (941)-480-1600 N CA -5540 VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 A BOM 8 ASSEMBLY A o� J ROSOWSKI • • i • ° NTS N 10 OF 11 ozo MD -5540C.0 1 A O10 STANDARD VENT REINFORCEMENT .075" PRODUCT REVISED es complying with the Florida Building Code Acceptance No 1 E ation Date 13y rt4; I) l' Prodoct Control A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 620125 Jchannel Frame PVC 2 620126 Flange Frame PVC 3 620127 Megral Fin Frame PVC 4 620128 Equal Leg/Box Frame PVC 5 820130 Standard Vent Rail PVC 6 620173 HD Vent Reil PVC 10 620163 Standard Vent Reinforcement (Fug Length) Alum. 6005-T5 11 820164 HD Vent Reinforcement (Full Length) Alum. 600545 15 6TP247 Weatherstrip, 65 •/A dura. Flex PVC 20 7024 Multi Point Lock C Steel 21 7011 Multi -Point Lock Flat Supped Plate C Steel 22 varies with size Te Bar C Steel 23 20222 Te Bar Guide C Steel 24 7014 Multi -Lock Keeper C Steel 25 7102430502PPFX #10-24 x 9/16" PN. PH Machine Screw SS 26 78X34PPTX410 #8x Ye" Phl. PH Tek SS 27 78X712 PSAX lift x 1-1/2" Phl. FH Tek SS 28 20249/50 Dyad Operator (narrow vent < or = to 24"), UR C Steel 29 20249)450X Dyad Operator (narrow vent < or= to 24'), UR SS 30 20251/52 Duel Amt Operator (wide vent >24"), UR C Steel 31 20251Xr52X Dual Atm Operator (wide vent >241 UR SS 32 7033 Dual Arm Operator Track SS 33 20241/42 HD Dual Ami Operator, UR C Steel 34 20241X/42X HD Dual Ann Operator, UR SS 35 20244 HD Operator Track SS 36 7031 Operator Backing Plate C Steel 37 20253 Operator Cover 38 7030 Operator Gasket White Neoprene 39 Standard Handle C Steel 40 7018 Folding Handle C Steel 41 7019 T -Handle (fhunbt um) C Steel 42 78X12PPMSX #8-32 x 1/2' Phl. PH Machine Screw SS 43 78834PFAX #8 x 3/4" Phl. FH SS 44 78X1PSDX 48 x 1" Phl. FH Tek SS 45 7MC7032LH/RH Stud Bracket, UR C Steel 48 7MC7032LHX/RHX Stud Bracket,UR SS 47 20243 HD Stud Bracket, non -handed C Steel 48 20243X HD Stud Bracket, non -handed SS 49 73337LIVRH Egress Hinge, UR C Steel 50 733371JW1111X Egress Hinge, LIR SS 51 73338LH/RH Washable Hinge, UR C Steel 52 73338U-D#RHX Washable Helga, UR SS 53 20245/8 HD Washable Hinge, LIR C Steel 54 20245)08X HD Washable Hinge, UR SS 55 720247/8 HD Washable Hinge Track, UR C Steel 56 720247)78X HD Washable Hinge Track, UR SS 57 78X14FPAX #8x 3/4' Phl. FH w/#7 Head SS 58 731877 Operator Slide Plastic 60 73340 Snubber C Steel 62 720256 HD Snubber Die-cast Zinc 63 78X12PPSMSX #8 x 1/2' Phi. PH SS 64 20187 Anchor Hole Rug PVC 72 720135 Lami IG Glazing Bead PVC 74 Backbedeing, GE 7700 or Dow 791 Slicone 78 71648N Setting Block (7/8" x 1' x 1/8"), 85 H- 5 dura. EPDM 80 67006 Extruded Screen Frame 84 47040 Screen Comer Key 85 7CASPM Tension Spring 86 61816034 Screen Cloth 87 61835/24 .140" Screen Spline (Machine/Hand Rolled) 90 620160A Frame Assembly Tube Alum. 6005-T5 91 620177 Shallow, Flush Cap PVC 92 620178 Deep, Flush Cap PVC 3.500" CO -EXTRUDED WEATHERSTRIP 2.880' C71 10 10 .075' —� r--1S—r_ SZJ�Z. .625' Ll T 1.375" .219" O J -CHANNEL FRAME L � MITERED FRAME & VENT CORNERS WITH INTERIOR AND EXTERIOR WELDS NOTES: VENT ASSEMBLY DETAIL 3.500' CO -EXTRUDED WEATHERSTRIP .075" y 0 C©I o 2.880" ��--;0��J—Ir2. .219" ri 1.375' t O INTEGRAL FIN FRAME SCREEN ASSEMBLY DETAIL •• ••• • • • 1) SOME PARTS/OPTIONS NOT SHOlidiON • DRAWING FOR CLARITY. • • • • • • a • • • • • •• • • • 2) J -CHANNEL FRAME SHOWN, PART #1. OTHER FRAME TYPES, PARTS #2.4, APPLY. FRAME ASSEMBLY DETAIL 3.500' CO -EXTRUDED WEATHERSTRIP .075' —i- i 1 .625' O 1 .219' FLANGE FRAME 3.500" CO -EXTRUDED WEATHERSTRIP .075' 0 2.880" �QI 10 0 .219" J OEQUAL LEG/BOX FRAME • ie- • 41--1 VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 BOM & ASSEMBLY Ba� J ROSOWSKI o 6' 3) ITEMS # 7-9,12-14,16-19, 59, 6'C65/A, • ® • > 75-77, 79, 81.83.88, 89 & 9399 ,e,� NOTYSED •• • • CERT.F AU - #2:296: : N AND ARE NOT PART OF THIS PQPROVA• •• • • • 1(t0 :EQ-INOLEX DRIVE g, 4) ROYAL PVC TO BE LABELSDF•R AANIA NrVENICE, FL 34a75 • • » _ EXTRUDER CODE. (941)-480-1600 • It 6 CA -5540 E NTS t 11 OF 11 F,2 MD -5540C.0 ,i2 A col 2.880" PRODUCT REVISED as complying with the Florida Building Code Acceplaece 14o IG'0714. I l Expiration Data •-x -- v.r Deck Frontlet Lontr By ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • •