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WS-18-305 r I Inspection'Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-302855 Permit Number: WS-2-18-305 IIYYI YYYYI�YYII/YY�/ II//III��/YYYYY - M/ YYYYY YYWYWYYWYIY/ Scheduled Inspection Date: May 07,2018 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection'Type: Final Owner: SWANER,JAMES Y Work Classification: Window/Door Replacement Job Address:1145 NE 92 Street Miami Shores, FL 33138- Phone Number i Parcel Number 1132050270360 ' Project: <NONE>h Contractor: THE HOME DEPOT.USA INC Phone: (954)336-0881 Building Department Comments n WINDOWS REPLACEMENT 1 IMPACT ctio Passed Comments INSPECTOR COMMENTS False . i AP I Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-296811. 4/27/2018 as per the homeowner the contractor has not install windows Failed 8 'Correction Needed Re-Inspection Fee L� No Additional Inspections can be scheduled until re-inspection fee is paid. May 04,2018 For Inspections please call: (305)762-4949 Page 13 of 23 Permitwo. WS-2-18-305 Miami Shores Village M Permit Type:WindowstShlutters sa �, 10050 N.E.2nd Avenue NE orkGfassl>ication:Window/Door Replacem Miami Shores,FL 33138-0000 erml.- . Permit Status:APPROVED Phone: (305)795-2204 ,, CORIOp` IssueDate::2/20/2048 Expiration: 08/19/2018 Project Address Parcel Number Applicant 1145 NE 92 Street 1132050270360 JAMES SWANER Miami Shores, FL 33138- Block: Lot: owner Information Address Phone r Cell i JAMES SWANER 1145 NE 92 Street MIAMI SHORES FL 33138-2934 Contractor(s) Phone Cell Phone Valuation: $ 3,938.00 THE HOME DEPOT USA INC (954)336-0881 —... �� _. _. Total Sq Feet: 15 Type of Work:WINDOWS REPLACEMENT 1 IMPACT Available Inspections: No of Openings: 1 Inspection Type: Additional Info:WINDOWS REPLACEMENT 1 IMPACT Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2A0 DBPR Fee Invoice# WS-2-18-66362 $2.00 02/06/2018 Check#: 15234 $50.00 $79.40 DCA Fee $2.00 Education Surcharge $0.80 02/20/2018 Check#: 15438 $79.40 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $129.40 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 th all the fore ing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futherm e,I author' bove-named contractor to do the work stated. Ad February 20, 2018 Authorized Sig Contractor / Agent Date Building Department Copy February 20, 2018 1 5�zf Miami Shores Village 0—FIVE—D F'V] Building Department FE 0 2018 10050 N.E,2nd Avenue., Miami Shores, Florida 33138 7 Tel:(305) 795-2204 Fax: (305) 756-8972 BY:— INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 200 "4 BUILDING Master Permit No. 1B3 3 O's PERMIT APPLICATION Sub Permit No. dBUILDING F–] ELECTRIC I—] ROOFING 0 REVISION 0 EXTENSION ORENEWAL i F-1PLUMBING [–] MECHANICAL F—IPUBLIC WORKS 0 CHANGE OF ❑ CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1145 NE 92 ST City: Miami Shores County: Miami Dade Zip: �)31-3? Folio/Parcel#: 11-3205-027-0360 Is the Building Historically Designated: Yes .. .....................NO Occupancy Type: Load: Construction l"ype: Flood Zone: --BFE: FFE: ... ................... OWNER: Name(Fee Simple Titleholder):JAMES SWANNER .-Phoneft: Address. . 1145 NE 92 ST .................... City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phoneft: Email: CONTRACTOR:Company Name. THE HOME DEPOT USA INC Phonett: 954-336-0881 .. ........................................................................................................................................................................... ......... ....................................................................................... 2455 PACES FERRY RD C-11 Address. ..............I..".",............ ..........................--.........................................................................................................- .............................................................................. City: ATLANTA State: GAZip: 30339 Qualifier Name: RAQUEL SWANNER Phone#: 954-336-0881 ............. State Certification or Registration#: CGC-1514813 Certificate of Competency 4: DESIGNER.Architect/Engineer: Phone t: Address: City: State: Zip: W Square/Linear Footage of Work: I 'S Value of Work for this Permit:$412-2 ............................... .....................................-.-......................-.-............................ Type of Work: El Addition 9 Alteration ❑ New ❑ Repair/Replace E-1 Demolition Description of work: gn wws Specify color of color thru tile: Submittal Fee$ '5o1)0)'8 Permit Fee$ Q� CK:) CCF$ CO/CC$ Scanning Fee$ Radon Fee$ ,0:�) DBPR$ Q Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE ............. ....................... ............................ (Revised02/24/2014) i 1 Bonding.Company's Name(if applicable) Bonding Company's Address — City. State Zip r Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip I Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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..... r OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that ail work will be done in compliance with all applicable laws regulating construction and toning. "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 on 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 postednotice, the inspection will not be approved and a reinspection fee will be charged. i r Signature Signature g l OWNERorAGENT 0 The f egoing instrum t was acknowledged before me this The foregoing in u ent w acknowledged'before me this day of . 20 ,by day of 20 by who is personally known to who is personally known to me or who has produced @A, 6. as me or who has pr uced as identification and who did take an oath. identification and ho did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: o 'ay MARIUlit-SKA .1tA� ` , lit- 01 Flab � q mi>Ksian ;F�, lot 219 i "sN, a My'Cofim ExpK ":Mtn• Sign: 01 A A I Sign: ua rint: Print: a alilPar'r"��., Seal ��` MELANIE PROCACCINI * + _a Notary Public-State of Florida .._ • •o._My-Comrr<.Expires Jun 17,2018 r r4,g�►9,��.'s�g� t'fbit APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) t _. F Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed. Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows,doors, sidelites,skylights or fixed glass(cladding) the permit holder or qUalifierbearin-his signature on the permit application shall abide by the requirements of this department and comply with the following- statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in.-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks', shims, etc. Inspector will also verify anchor type, edge distance,embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Akkn-uwledorenn t: Qua r ergivruro.--n Date Print Nkii-ne WINDOW AND DOOR INFORMATION SHEET JOB# 10575846 Name SWANER Location APPROVAL MULTIPLE Opening Corner PRODUCT APPROVED REQUIRED OPENING Window Opening WINDOW ARE Location Zone ACCEPTANCE PRESSURE DESIGN PRESSURE Dimension MULLION SHUTTERS No or NUMBER Style )PSF (-)PSF (+)PSF (-)PSF Wdth IN Height IN REQ. REQUIRED 1 4 17-0411.08 3 PNL 65 1 67.2 40.1 43.4 111.5 1 62.5 N/A NO IPNL/3PNL=SLIDER GLASS WINDOW/SH=SINGLE HUNG/DH=DOUBLE HUNG/GD=GARDEN DOUBLE SWING DOOR/PD=PATIO SLIDER DOOR/CASE=CASEMENT/ PICT=PICTURE WINDOW/ED= ENTRY DOOR/AWN=AWNING 00 Y � RIEEC LFEB 2018 W BY: _�1i .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . ... . . . . ... . . . . . . . . . . . . 1 OF 1 zz4smseaSt. Miami Shores, n' - [' ' --- - - — -------- ---------«'�--� --- -- ---- -- ----- --- -- PI BY DATE ZONING DEPT C(, JANCE WITH ALL.FEDERAL STATE ANL)uc-[-jN i'(HLL�-S AND REGULATIONS Entr; Living Room 9 Soo | _ � � | | i . ' | | - FLORIDA BUILDING CODE 2017-6th 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 i WIND PRE55URE5 IN P5F WIND PRESSURES IN P51' 170 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY- EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative z4 dr z5 z4 z5 z4 6r z5 z4 ' z5 z4&z5 z4 I z5 z4 5 z5 z4! z5 0-15 1 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0ffi49.8• 6 .4• 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 52.3 21-30 40.0 43.4 53.4 43.7 47.4 58.6 21-30 47.4 51.3 63.1 .,PJJ.. 56.1; 6 ,,3- 31-40' 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.8 54.0 66.4 •4 A 9 59.0 7�.8 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51.8 56.1 69.0 �a6•!s 61.3 75J 0""; 51-60 46.3 50.2 1 61.8 50.6 154.9 67.8 51-60 53.4 57.8 71.2 6&4 63.3-j,72&Z .•... LOCATION BROWARD COUNTY, PALM BEACH AND OTHER LOCATION BROWARD COUNTY, PAtNIPEAfH AND 00WIN ••i•• EXAMPLE COUNTIE5 EXAMPLE COUPIRES•• •• • •••••• WIND PRESSURES IN P5F ' WIND PRE55URE4 IN P5P+ . • ••..:• 175 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-CXPOSURE D : • Building Roof Slope less than Roof Slope greater Building Roof Slope less than Reof Slope gmeat er Height 10 degrees than 10 degrees i Height 10 degrees than 10 degree? Positive Negative Positive Negative Positive Negative Positive Negative z4 6r z5 z4 z5 z4 6r z5 z4 z5 z4 dr z5 z4 z5 z4 dr z5 z4, z5 .:0-, ► 36.7 39.7 48.9 4Qa,ti;'43:4? 53.6 0-15 44.5 48.2 59.3 48.6 52.8 65.1 -16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 47.2 51.2 63.0 51.6 56.0 69.1 41-50 54.9 59.4 73.1 60.0 65.0 80.2 51-60 49.1 79T2_1765.4 53.6 58.2 71.8 51-60 56.6 61.3 75.5 61.9 67.1 82.9 LOCATION MIAMI-DADE COUNTY LOCATION MIAMI-DADE COUNTY EXAMPLE EXAMPLE - I 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 FBG HVHZ,use Exposure C when building is located in Exposure B 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 39,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. i 1 �\ Roof Slopet- PPMF Inc ENGCO INC-CA 8116 s IZ_ ` 3 Z51 Z 9715 West Broward Blvd.PMB 247 za 5 h> �°�� Plantation-Florida 33324 I MEAN HEIGHT b 0� E-mail:PPMF(c�AOL.com 19,ID - � a-BWx0.1 ora-hx0.4 BW less or equal than BL DATE: 01/01/2018,1, r a must not be less than PEDRO DE FIGUOREDO-PE 52609' ;- a=3 feet or a=0.04 x BW NOT VALID W/OUT,SEAL"r"' 1/1012018, . I y )r i i' MAW FDIADE MIAMI-DADE COUNTY no mm k I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidag±.gov/economy PGT Industries,Inc. •••• • •••• •••••• 1070 Technology Drive • • North Venice,FL 34275 ...... . .. ....% SCOPE: •••:.• • . • •.•••• This NOA is being issued under the applicable rules and regulations governinghe•nse of oexstruction. materials. The documentation submitted has been reviewed and accepted by Mianii&Dade County•AER ...... Product Control Section to be used in Miami Dade County and other areas where 1110MV by tied%&L*ority••:•- Having Jurisdiction(AHJ). " •••••• This NOA shall not be valid after the expiration date stated below. The Miami-Dade VX+Product"Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade Cour4y)res+e the right:• •• to have this product or material tested for quality assurance purposes. If this prAwl dr mated fails to:*... perform in the accepted manner, the manufacturer will incur the expense of such testing and th" may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building __ t 1 urri DES RIPTION: Series"HR-5510"PVC Horizontal Rolling Window— ;ML PR C win -HR ti on n eP LM",sheets 1 through 18 of 18,dated 05/15/15,with revision B dated 03/27/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.17 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 Jorge M.Plasencia,P.E. =September M1AMMADE COUNTY Expiration Date: 24,2020 ■ l//?J Approval Date: August 31,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • 1. Manufacturer's die drawings and sections. • . . .... ...... (Submitted under NOA No.15-0903.10) ' 2. Drawing No. MD-HR5510-01 titled "Horizontal Roller- LM",-Aigoe 1 throw 18 of....:. 18, dated 05/15/15, with revision B dated 03/27/17, prepared b�lihahlifacturer'signed: • and sealed by Anthony Lynn Miller,P.E. . . .... .... .... .... ..... B. TESTS •• •• •• ...... 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading p**FK, TAS 242-94 •� 2)Large Missile Impact Test per FBC,TAS 201-94 ' :...:. ""•• 3) Cyclic Wind Pressure Loading per FBC, TAS. 03-V4 �••••: along with marked-up drawings and installation diagram of a FVC sliding'glats"door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer®NXTT�" spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.17) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of 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 underNOA 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 NOA No.15-0903.10) Jorge M.Plasencia,P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTMED) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading pe;FBS TAS•2111-N .... ...... 2)Large Missile Impact Test per FBC, TAS 201=94' .. 3)Cyclic Wind Pressure Loading per FBC, TAS-10J-94 ••` ....:. along with marked-up drawings and installation diagram of serieVI-IM PVC ;• ••; horizontal sliding windows,prepared by Fenestration Testing LakKr.jory,Ia `rest •••.' Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalj.Qrtega,P• �; • (Submitted under NDA No.15-0903.10) •• •. .. ...... C. CALCULATIONS ...... tb • 1. Anchor verification calculations and structural analysis, complying ash FB�C�� . •••• Edition (2014), dated 08/28/15,prepared by manufacturer,signed and seale%b$.• Anthony Lynn Miller,P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 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. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. Jorge M.Plasencia,P.E. Prp uet Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-2 I PGT Industries,Inc. k NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATTteme 1. Poof ormance, complying with FBC-51h Edition(2014) aag'FW- d 08/02/17,issued by manufacturer, sigri�ttne seal;M .E. '• ...... . •• ...... 2. nancial interest, dated 03/31/17,issued bir>mufactureA signed and sealed by Anthony Lynn Miller,P.E. .... 3. Proposal No. 16-0125 issued by the Product Control Section, dajgc Yprch 06,7616, signed by Ishaq Chanda,P.E. • .. .. .. . ...... (Submitted under previous NOA No. 16-0714.17) •••••• .' 4. Proposal issued by Product Control, dated 8/27/14 and revised dh 9/10/14, $by •••• • Jaime Gascon, P.E. Supervisor,Product Control Section. •'. ' (Submitted under NOA No.15-0903.10) • E. OTHERS 1. Notice of Acceptance No. 16-0714.17,issued to PGT Industries, Inc.for their Series "HR-5510"PVC Horizontal Rolling Window-L.M.I., approved on 09/01/17 and expiring on 09/24/20. Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-3 DESIGN PRESSURE RATING I IMPACT RATING 25 ANCHORS,SEE CLUSTER DETAILS SHEET 5 --+I j-�— 12-3/4"MAX.D.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE ��_- I I 8,SEE LEVEL,SEE SHEETS 6-8 IMPACT RESISTANT 6'MAX. �— r—+� MAX SEE SHEETS '� I - SHEET 3 r MAX- }16 _ D,EEE 2-5 ANCHORS,SEE CLUSTER 1+ 'SHEET4DETAILS SHEETS 15'65" L� —r{ 16.84"MAX.O.C. C. B,SEE SEE r— —____.—._r- t- B'�. MAX.O. I_ _ A SHEE1.3i 10" AX M . lye SHE ET 3 SHEETC,SEE 10"MAX 1 HEET, _ J 4 —.______ _--._._._—.—.—.--- _ C S 19" 76" I I E EQUALLY / (� / MAX.O.C. MAX 72' SPACED `r BUCK MAX. 63' ANCHORS PER / / i HEIGHT I BUCK ESPACED MAX TABLES I7-22 HEIGHT ANCHORSPER BUCK SEE I A HEIGHT SHEETS 1T 9-16 5.6 0 X � X -- a"MAX 8'MAX SEE SILLI SEE SILL WEEPHOLE SEE SYl DETAILS, 4'O.C. 3'MAX. WED�r"K)E 4'O.C. I 3"MAX. WEEpHOLE 4"O.C.BETWEEN B 3"MAX. SHEET3� `BETWEEN —�- �+-- e SHEET4 BETWEEN L D DETAILS, WEEPHOLES EPHOLES EPHOLES SHEETS 140'MAX BUCK WIDTH 75"MAX.BUCK WIDTH 75'MAX.BUCK WIDTH ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION CFLANGE FRAME ANCHORED THROUGH THE NAIL-FIN CODES I STANDARDS USED: •2017 FLORIDA BUILDING CODE(FE1C),6TH EDITION 20 4GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER _ •AST FLORIDA 3DD-09 uIIDwc GORE(FBC).STH EDITION ASTM E1300.0.9 i 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(NVHZ). •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 3C IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. -ALUMINUM DESIGN MANUAL,ADM-2015 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 •AISI 5700-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. •AISC 360-10 I 4)ALLWOOD BUCKS LESS THAN i-11Y THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX 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). GENERAL NOTES................. 1 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS.................................1 j SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS&ANCHOR 6)114" OPTIONS..MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. I ...........................2 i 7)DESIGN PRESSURES: INSTALLATION,FLANGE& A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. EQUAL LEGWX.................3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. &.-CHANNEL......................4 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN GLAZING DETAILS........................5 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 DESIGN PRESSURES...................6.6 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ANCHOR QUANTITIES.............:...9-16 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORRY HAVING JURISDICTION. EXTRUSION PROFILES&BOM 17 ' 10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCOAGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEfLIGHTER ASSEMBLY............. I 1a PRODUCT REVISED SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FDR W000 CONSTRUCTION,ANSIIAF&PA NDS&ALUMINUM DESIGN MANUAL to complying with the Flaride j 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Bulldln9 Cod. j{I[ USER INSTRUCTIONS: NOA-Mo. 17-0411.08 uutl 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. �� i, - leev!•ed ey: Outa: Rm•;aiom Expir•tWn D •09/24/2020 1 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XD,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND `��pNY LYNAy�i.,,� •• 000 • ,,•, • ..��// 7/•♦ UPDATED 70 FBC 20'17.ADDED REINFORCEMENT LEVEL,DETERMINE YOUR WINDOW'S DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING '�,• JIB. •OJ�Z W I/ NOTE TO ANCHOR OTY.IBLB. By ` 1.10ENgF '•�! % • MI. - Product Contro TABLES 6-16(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING = Q•; •.�� • • MGMENVERAL R•Wfon:OBTAINED INSTEP 1.USE INDEX TABLE 5 ON SHEET 6 TO HELP FWD THE APPROPRIATE TABLE. N0.68705 — • • •3)DETERMNE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET2 ACCORDING TO THE INSTALLATION *;• :. : • •CONDITIONS. — =4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16),VERIFY THEANCHORISUBSTRATE WILL MEET ®REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES2OR3,ANDTHATALLMIN-REQUIREMENTSFROMTHISSHEET TES$ELEVATION J ROSOWSKI SET ARE MET. :�i(5-•. r(4�/ 1070 TECHNOLOGY DRIVE R8•: ppG; 6)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ-CHANNEL INSTALLATION. •`G�� N.1 FLf.7f • g USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. �r S'Q.. gN � 7 e 2017PLRUUBffiIE�PIC. HCJRIZONTALI SMER-LM' 05/15!15 �AAr� 1N'AlL11`�� •uwoHme� S•�° i • sn.•e: aowR9 ra. Rte: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNNIIAILLER P.E. • INTEGRAL FIN OR EQUAL LEGIBOX),SEE FIGURE BON SHEET 2. p E p.,XlpS C��OF At .428288•• HR-55'MO • •S 1 OF 18 MD-HR5510-01 B d • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE GlassFrame Glass Type Description(Elated from Exterior to tnterbr) Installation •A^=ANNEALED Types Options Substrate Option Detail Sheet "H••-HEAT STRENGTHENED (see Fig B) (sae Table 1) Conditions 5 7/8'Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Liles of 1/8"A Glass Will.060'PVB Intertayer "r"=TEMPERED 6 718"Laminated I.G.:1/8"T Exterior Cap+7116"Air Space+5118"Laminated;(2)Liter of 1/8"A Glass with.090"PVB Intertayer "PVB"=.080"TROSIFOLQ9 PVB Through the ....into 2X Waod FramdBuckstrip-sheat 4,option 5 BY KURARAY AMERICA,INC. jZhanrcl Integral inn...... .„,Into Metal-sheet 4,option 8 7 718”Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+5116"Laminated;(2)Lites of tf8"A Glass with.090"PVB Interlayer- 1-4 8 7/8"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+5116"Laminated;(2)Utes of 1/8"A Glass with.090'PVB kltedayer 'SG"=.090"SENTRYGLASO t#1) Though the forme _.into 2X Woad Fm 4,opti strip-ctwat 4,option 6 INTERLAYER BY KURARAY of the window. ....Fto Metal-sheet 4,option T 10 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Lites of 118"H Glass with.090'SG Intedayer AMERICA INC. into 2X Wood Frama/Swkstrip-sheet 3,option 1 11 7/8"Laminated LG,:3116"A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of lf8"H Glass With.090"SG Intertayer Flerg)e 1-4 Through the here....Into Concmia/CMU-sheet 3,option 2 12 718"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+5/18'Laminated;(2)Lites of 1/8"H Glass with.090'SG Intedayer CLA (#2) of the window. ....through 1XBuckstrip Into ComretelCL4U-sheet 3,option 3 14 7/8"Laminated I.G.:1/8"T Exterior C +5116"Air S +7/16"Laminated; 2 Utes of 3116"A Glass with.090"SG Interlayer MAY N TYPES 6,7.11&is Ido Metal-sheet 3,option 4 Cap Pie () MAY NOT V USED IN THE 15 7/8"Laminated I.G.:3/16"A Exterior Cap+1/4"Alr Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.09('SG Interlayer HVHZ ABOVE 30• integralThrougthe ..-Ino 2X Wood Fmmd option 8lp•elect 4,option 5 • Integral Fn integral tln...... ....Into Metal-sheet 4,option B 16 7/8"Laminated I.G.:3116'T Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Utes of 3/16"A Glass with.090'SG hdedayer 03) 1.4 Ttyough the tams _..kft 2x Wood FramaBuckstrip-sheet 4,option 6 SEE SHEET 6,TABLE 5 FOR GLAZINGIDESIGN PRESSUREANCHORAGE INDEX of the window.-.... -,-.Into Metal-sheet 4,option 7 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Box/ ...into 2X Wood FrameBuckstrip-sheet 3,option 1 Min.Edge Min. ^MIN.OF 3 Material titin.F Min.Fu Equal-Lep 1-4 Though the hams....Ido Ccnerete/CMU-sheat 3,option 2 Group Anchor Substrate r Distance Embedment' THREADS (#4) of the window...... ....dsu IX Suckstrip into Concrste/CMU-sheet 3,option 3 BEYOND THE Steel Screw 92 kat 120 ksi ,,,,into Acetal-sheet 3,option 4 #10 SMS P.T.Soul em ine( _ . ) 7/1& �S" METAL is-e Screw 60 kal 95 ksi (steel,118-8 S.S. Steel,A36' 30' 0-050" SUBSTRATE. 410 Screw 90 ksl 110 ksi Steel Stud,A653 Gr.33^ 3B' 0-0451'(16 Ga.) Elco Aggre-Gator® 57 kai 96 kel Or 410 S.S.) "UNGROUTED A Aluminum,606375' 3/8' 0.050" Elco UkreCon• 155 hal 177 ksi FIGURE B:FRAME TYPES UES 410 SS Ebo CrefeFlex® 127.4 ksi 189.7 ki s P.T.Southam Pine(SG�.55) 7/16" 11-Ne" CMU'VALMAY BE USED o 3/16"steel Ultracon Concrete(min.265 ksi) 1" 1-3/8" FOR GROUTED 1 6063-75 Aluminum 16 ksi 22 ksI - Ungrouted CMU,(ASTM C-90) 2-1/2" 1_1/4" CMU A?65ted 36 kai 58 ksi P.T.StxIIhem Pine(SG=0.55) 9/16' 1-yg" APPLICATIONS. Gr.33 Steel Stud 33 kei 45 ksi 2 #12 SMS Steel,A36' 318' 0.060" BOX OR B (steel,188 S.S. Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) FLANGE EQUAL- or 410 S.S.) Aluminum,6063T5' Wg 0�„ INSTALLATION NOTES SEE SHEETS 3&4FOR ILLUSTRATIONS: ( LEG 1/4'steel Utiracon Concrete(min.2.65 kSi) 1" 1-314" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES - C Ungrouted CMU,(ASTM C-90) 2-1/2' 1-114" 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. o 1/4"steel Cretell ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. alae 1/2' roc min.2. 1 o Ilracon eRl Nle = 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, 0 1/4"steel Crotellex Concrete(min.3.35 kap 24/2' 1-3/4" THIS SHEET,ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF D 114"steel Cretellex Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOODBUCKSDEPICTED INTEGRAL P.T.Souther Pine(SG=0.55) 1" 1.3/8" AS 2X ARE 1-1/2"THICK OR GREATER.1XAND ZX BUCKK S((WHEN USED) J•CHANNEL FIN 114'steel AggfeGetor Concrete(min.3.275 hal) 1-1/2' 1-3/8" SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 1/4"steel Aggre-Gator P.T.SOIIthem PUIB SG=0.55 1" 1�/g" RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Grouted CMU,(ASTM C-90) I 2" 2" 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT o0 TABLE 3:ALLOWABLE ANCHORS THROU H THE INTEGRAL FIN OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED as complying with the Florida . Min.Edge Min. 4 SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. •OA-Ng C.d. Group Anchor Substrata 9 ) NOA-No 17.0411.08 Distance Embedment' R.W-d Sr. cots. ReWsloft:E 2-112'x.131"Common Nail P.T.Southern Pine(SG=0.55) 318" 2-7118' \``Ol 11j1r� , •• ••• • F�. • 0?12;/17 No CHANCES THIS SHEET. Expiration Date 09/24/2020 NY LYNN Y V 2-1/2"Ring-shank Roofing Nail P.T.Southam Pine(SG�.55) 3/8" 2.7/78' q�` - !% 4 • I c1 OCENSi-.?e : at. RaKdon: Miamil a Product Confro P.T.Southern Pine(SG=0.55) 1l2" 1-3/8" ;' to • • `#10 Trusehead SMS Aluminum,6083T5" 3/8' 0.050" No.58705 • • ••(steel,18-8 S.S. ® (orl: 4san al'or410S.S.) Steel Stud,Gr.33' 318" 0.0451'(18 Ga.)F Steel,A36" 318" 0.0w SS/ANCHORS/FRAME OPTIONS J ROSOWSKI 'MIN.OF3 �` 1 P.T.Soutflem Pine(SG=0.55) 916" 1.318" THREADS O ST EO 1070 TECHNOLOGY DRIVE pain: - - #12 SMS Aluminum,806375' 318" 0.063" BEYOND THE 'n a - N VENICE.FL"7j •- ' c<` �ORtol.. ��; (d41)/eo{6oB • • I-{� WZONYAt F _ER-LM 05/15/15 (Steel,16$B.S. METAL ��s A (�� WPr•OHr•to1Tr•reenuaralESNc Steel Stud,Gr.33' 318' 0.0517' SUBSTRATE. iS'ONAI E�� S0 � pfO M'• a 410 S.S.) 1� Steel,A36" 3/8' 0.050" fJ Lim 4x11LW�,PE tVbF AIAR#29M • _�j5•� • 5 2 OF 18 MD-HR5510-01 B j P.E#59705 i I • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 INSTALLATION 21 OROOR 23 ANCHORED THROUGH FRAME AND IX TYP.ANCHOR TYPE, SUCKSTRIP INTO CONCRETE/CMU. INSTALLATION EMBEDMENT AND EDGE OPTION 4 OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS ) SEE NOTE 2,SHEET 2. SEE TABLE 2,SHEET 2. — TYPICAL FOR ALL ANCHORED THROUGH EDGE DISTANCE FRAME INTO METAL "XO'OR'OX"SASH 1/4'MAXSHIM EMBEDMENT FRAME INTO 2X WOOD 18 29 FRAME OR BUCKSTRIP. 1/4"MAX.SHIM 19 16 30 _ SEE NOTE 2,SHEET 2. I 13 28 . L-7 EMBEDMENT 20 40)OPERABLE 43 EDGE FLANGE J I #100R#12STEEL —� SASH _ C DISTANCE FRAME aSMS(G5),SEE 37-39 SHOWN _ TABLE 2,SHEET 2. ' i 228 ' 2 114-MAX SHIM FETYP.ANCHOR TYPE, ED 41 -.i� o o ��' O EMBEDMENTAND 13 UTE VISIBLE I_ EDGE DISTANCE PER LIGHT WIDTH SUBSTRATE,SEE TABLE 2,SHEET 2 72 a o I 85 87 DADE APPROVED MULLION, 29 FBC COMPLIANT O0 VISIBLE 42 EXTERIOR ALUMINUM/STEEL FRAMINGFLANGEUGHTWIDTH I� EQUAL OR STEEL STUD.MAY BE FRAME 72 14 q VISIBLE VERTICAL OR HORIZONTAL. SHOWN 24 OR 25 26 LEG (1)AT 2'FROM EACH INTERLOCK FIXED SEE SHEETS 6.8 TYPICAL FOR ALL FRAME CORNER FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES, � ( ) HEIGHT TABLE 2,SHEET 2 "XO"OR"OX'FIXED MEETING RAIL SHOWN $ASK s AND(I)AT LS CENTER OF BUCK WIDTH SASH STILESRiNLS 29 HORIZONTAL SECTION A-A(OX) r(FORALL'XOX"SASH GR� 28 BUCK 30 16 19 16 SHEETS 7-8)TYPICAL HEIGHT EXTERIOR OPERABLE 20 OPERABLE q3 40 OPERABLE SASH" SASH SASH _ — 37-39 o VISIBLE 21 R 22 R 23 LIGHT (SEE SHEETS 6.8) 2g HEIGHT �; LJ TYPICAL FOR L� I~`� 41 FIXED L� ALL SASH 18 LITE Z� VISIBLE 86 = �1 LIGHT WIDTH 45 47 LIGHT WIDTH �� 81� - 43 r--- 29 FLANGE FRAME 87 WEEP OPT, 29 Q 15 SHOWN NOTCHES — 3/4"X1/4' 80 - VISIBLE 42 EXTERK)R 1.114"X 1/4• 34 2TYPICAL 25 R 28 'I LIGHT WIDTH 72 1q 4 n 4 (SEE SHEETS ED M YPIC G FOR I�l'JI ALL"XOX"FIXED MEETING RAIL 33 - BUCK WIDTH --I \7 �SH r EQUAL LEG PRODUCT REVISED HORIZONTAL SECTION E-E(XOX) FRAME as complying with the Florida Ini;A1}LATION AS PER SECTION A-A ABOVE SHOWN :MOA-No MCode EQUAL LEG 111 f NOA-No-No. 17-0417.08 Dotr. FRAMESHOWN •;' ... ,� o Y...NM Rmis. By: Revbbn: E:plration D 02124/2020 �•' �ICENSF•.C� • NO CHANGES TMS$ELf INSTALLATION EMBEDMENT . By ` 'F • Rued�y: y • Rana— Mlam a product Control 0 ET'OTHROUGH ANCHORED _*; No"58705 •� • • • • • • • • FRAME DIRECTLY INTO - •'• _ * • • • • • •• CONCRETE/CMU. EDGE -17 ® D-1pt/m- ern�" TYP.ANCHOR TYPE. DISTANCE VISIBLE LIGHT FORMULAS �Do''• EI I�- a_ FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENT AND EDGE AL. (EQUAL-LITE,XO He OX) TATE ,•'•�� 1070 TECHNOLOGY DRIVE Tita: fbte: —//VERTICAL '•.70RIDp.•- N.VENRE,R.l4t79 • • - DISTANCEPERSUBSTRATE, i . . • 1-IONZONTU IR&LER-LM 05/15/15 WIDTH:BUCK WIDTH l2-41/4' s � G�� (Bq1)�!-�gOp SEE TABLE 2,SHEET 2. SECTION B-B HEIGHT:BUCK HEIGHT-7.1/4' '.`r�ONAL EN�� corrlQ �2D1T Novsr,aldr�c /�/f 1/111 1111 �y �fe�S�V� • SM�$/NDdal• • �ViS S+•IL: DrawingNo.A LYNN MILLER P.E. GEIS OF AL1iH frz9298 • -5511000 3 OF 18 MD-HR5510-01 B P.E.#58705 •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 OR2OR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6.8) NOTE 2,SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2XLam- EMBEDMENT + FIN/FLANGE REMOVED) 'XO"OR"OX"SASH O WOOD FRAME OR BUCK- _ 1 16 29 STRIP.SEE NOTE 2, EDGE -+-1 �+-- 1/4'MAX SHIM 19 _ 16 30 13 28 EDGE SHEET 2. �- DISTANCE 20 � OPERABLE 43 DISTANCE r� J-CHANNEL 4100R#125'IEEL SASH 1� 3739 0 - FRAME SHCWN �� SMS(G5),SEE TABLE 2,SHEET 2. 0 28 TYP.ANCHOR TYPE, p 1 41 i i EMBEDMENTAND -T 1/4'MAX SHIM FIXED ❑ EDGE DISTANCE PER 1 LITE Q_ TABLE 2,SHEET TYP.ANCHOR TYPE, FIN ANDlOR ��_ VISIBLE2. EMBEDMENT AND EDGE FLANGE MAY BE �I LIGHT WIDTH (ABLE 2,SHEET(SCREW SHOWN)) DISTANCE PER SUBSTRATE, REMOVED IN-FIELD 72 SEE(ABLE 3,SHEET 2. li 8587 ��O A FRAME 13 DADE APPROVED MULLION, C VISIBLE 42 EXTERIOR C SHOWN 29 FSC COMPLIANT 72 LIGHT WIDTH O ALUMI NUMISTEEL FRAMING 24 OR 25 R 2 6 14 3 OR STEEL STUD.MAY BE SEE SHEETS 6.8 TYPICAL FOR ALL FIXED - VISIBLE VERTICAL OR HORIZONTAL. ( ) LIGHT LITE SEE SUBSTRATE PROPERTIES, 'XO'OR"OX"FIXED MEETING RAIL INSTALLATION HEIGHT TABLES 2&3,SHEET 2. BUCK WIDTH HORIZONTAL SECTION C-C(OX) (SEE SHEETS OPTION 8 (SEEETS 7-8) ANCHORED THROUGH TYPICAL FOR FIN INTO METAL 29 30 16 19 16 ALL"XOX" (FLANGE MAY BE REMOVED) 26 BUCK EXTERIOR T OPERABLE 40 20 OPERABLE 43 SASH0 HEIGHT T o SASH _ SASH 13125TEEL SMS 5 VISIBLE SMS(G2.SEE 21 OR 202 23OR LIGHT OPERABLE Q� ; �i a TABLE 2,SHEET 2. (SEE SHEETS 6-8) HEIGHT SASH - 28 TYPICAL FOR 1+ FIXED ALL SASH- 16 VISIBLE _ LITE - VISIBLE 86 O 45 47 ( ] LIGHT WIDTH 'ir- -'+ LIGHT WIDTH fff� OPT. ----- — 80 61 FIN FRAME 87 85 WEEP 29 SHOWN- C__ ___ ..- 0O j - NOTCHES 29 2S R 26 VISIBLE 42 3/4'X 1/4" � EXTERIOR LIGHT WIDTH 1q J-CHANNEL 72 1-114'X 1/4" 3 (SEE SHEETS 6.8)TYPICAL FOR 1 FRAME 016 ALL"XOX"FIXED MEETING RAIL SHOWN 33 _ 1-+ BUCK WIDTH - 3 1/4"MAX HORIZONTAL SECTION C-C(XOX) es omwyCngwith thBED � oa o p _ �3HIM (1)AT DSPAN OF INTERLOCKBuilding Code INSTALLATION A3 PER SECTION D-D ABOVE NDA-No. 17-0411.08 FIN FRAME 49 (1)3.12"FROM EACH SASH 1111 I I I/ j T CORNER AND(1)AT CENTER OF ` , f7sMsed try: Dots: ReWebn: Expiration Da 9/24/2020 SHOWN SASH STILES/RAILS `. oN..L.... •,�'' •• ••• • O 2 t NO CHANGES THLS SxEET. TYP.ANCHOR TYPE, . •t LICENSE'.,�� • BY EMBEDMENTAND — Q�:' 'to • Ro d Re�taion:. miamt7 product control I EDGE DISTANCE PER _� EDGE DISTANCE •••� • • DY • j SUBSTRATE,SEE SEE ;• No.58705 *_ • • •• • • • • TABLE 3,SHEET 2. -�I EMBEDMENT Iq - ao��"• D Dsscr4AI.r VISIBLE LIGHT FORMULAS `• F11�;-� J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE,XO&OX) %OP'• A t4 1070 TECHNOLOGY DRIVE ANCHORED THROUGH INTEGRAL FIN SECTION D-D _ -."tORIDP.. �_� N.VENCE,FI�" • °' a - 1 WIDTH:BUCK WIDTH 12-4-11,V 'i,SS •• U'\� (941}{ 800 • • - KCPIZONr4 f;O1,LER-LM 05/15/15 INTO 2X WOOD FRAME OR BUCK- HEIGHT:BUCK HEIGHT-7-1/4' ��iONAL�?�� caPrfaGxllmlTA'r anusmlEal Rc STRIP,SEE NOTE 2,SHEET 2. !I 1111111/1 Sa m I� Sca SMet - Dmw g Ho. Rer A.LYNN MILLER.P.E. c1=�,•oFAL;rl1#2szae • -b530• S 40F 18 MD-HR5510-01 B P.ES 68705 � s i 1 • •• •• • • • •• •• i SILICONE STRUCTURAL —�•{ 718'NOM.. -�•{ 718"140M. —�•{ 7/8'NOM. — 7/8'NOM. `+— POLYISOBUTYLENE 1f4"NOM. WITH DESICCANT 78 KODISPACE 5/18"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/18"A/A PVB EXT.GLASS 7/16"AIR SPACE 7/18"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 4SG TPS % \ 1/8"A GLASS 118!'T GLASS 3/16"A GLASS 3/16"T GLASS INT.GLASS Gf EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR i 79-79 76-78 • 76-79 76-79 HOT-MELT BUM I srRSlucoNe GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 FOAM 3/16"NOM. _ WITH DESICCANT I SUPER 7/8"NOM. 718"NOM. 71W NOM. 7/8'NOM. 77 EXT.GLASS SPACER NXT'm I 5/16"H/H SG 5/16'H/H SG 5116"H/H SG 7/16"A/A SG i 7116°AIR SPACE--\ 3/8"AIRSPACE 3/8"AIR SPACE 5/16"AIR SPACE j INT.GLASS. 1/8'T GLASS 3/16"A_GLASS 3/16"T GLASS 118'T GLASS ALUMINUM a EXTERIOR a EXTERIOR EXTERIOR - a EXTERIOR j i REINFORCEMENT 76-79 76-79 7&79 76^79 5116"NOM.— BuM&A& DESICCANT GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 FOAM 7e DURASEALO EXT.GLASS SPACER 1/2'NOM.GLASS 718'NOM. I+— —+{ 718"NOM. I�- 7&79 BITE TYP. � 72 74 7/16"AIA SG 7/16"A/A SG 11E INT.GLASS O GLASS TYPES 5,7,11 8 15 EXTERIOR 1/4"AIR SPACE 1/4"AIR$PACE MAY NOT BE USED IN THE it G] HVHZ ABOVE 301. POLYISO- DESICCANT FILL AREA 28 3/16"A GLASS 3116"T GLASS • BUTYLENE 29 75 a EXTERIOR G]EXTERIOR f"IN ASS TYPES 10-128148SF11L 5/+6"NOM. 29 111. YNOTBESEDWSILICONESEAL HANNEL OR INTEGRAL ROLL-FORMED _ 7g-7g 7&7D FRAMES STAINLESS STEE 1M 33 PRODUCT REVISED XL EDGE l EXT.GLASS 79 SPACER aLJ GLASS TYPE 15 GLASS TYPE 16 Bu,�tl a with the Florida I o I l l t NOA No. 17-0411.08 LY(1/N /r��i •• R.viee By: l?ote: 9evaron: Expiration DaN 09/24/2020 ��•• tii, jR 003127�fr NO CHANGES THIS SHEET. INT.GLASS �•.= t,10ENSF'••�� • • • BY • R e BA. M1a 11 roduct Gontrof TYP.GLAZING DETAIL �•: :F�; • • •' ••• • * No.58705 • • • •- • • • 'A"=ANNEALED _ /�y • *_ • • paRp DeeMpYon mstedal 91'=HEAT STRENGTHENED —� '" ' 3` -•7� a_ ® GLAZING DETAILS J ROSOWSKI "'1-=TEMPERED ��'. O ,•'••� 1070 TECHNOLOGY DRIVE 78 Kommeding 4SG TPS Spacer System "PVB^_.090^TROSIFOL®PVB BY KURARAY AMERICA,INC. %.(1'-, <[/ TRb: DIU, ! 77 Quenax Super Spacer nXT uttD Ho[Melt Butyl See this -^SG"=A90"SENTRYOLAS®INTERLAYER BY KURARAY ''•F�ORiDP.••• [`: N.VENT�E FL sneel Br ',S'S+10 NG`�� cal+ jpoo'� •' H�ZONTA:RP4ER WINDOW-LM 05/15/15 78 Quaner Duras eel Spacer Maleriels AMERICA INC. � 7 ONAL `7�� +6� I�i�• SM.r: p,,,,yy Ne• R,,, { 79 Cardinal A Edge Spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1. A-LYN�IS.{ILLERIP.E. ClRT-OFwue#arzslzs6 • -�51Z1 • •NTS 5OF18 MD-HR5510-01 B REFERENCE TEST REPORTS:FTL-8717,8968&8970 SHEET z.- p.E.ft 5870.5 j I j I 1 ••• • • • • ••• • • i • • • • • • • • • • ••• • • • ••• • • TABLE 5: Index to All Design Pressure and Anchor Duan ty Tables Mex, Mo. Glass Rein[ Design Pressure Anchor Quntty TABLE 8: TABLE 7= Col" Width Heigh Type Lem GlassT7pes Design Pressure(IbsM?) Glas•TYPw DesignPressure(U)sMe) 5-8 for XO or OX Windows 5-e forXOor OX Windows 54" 1 6 6 17 9 2 / 8 18 9 Reint Level R1 All Buck Heights up to 54" Relnf.Level R2 All Buck Heights up to 54' _ X) 75" 63- 5-5 3 8 T 19 10 All Buck Width* All Buck Width. or 6T 4 11 8 21 11 up to 75' +501-50 up to 75" +65/-70 OX 72' (1-8 4 10 8 20 10 75, 76„ 10-12 4 1 2 8 22 11 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 14-16 4 112 8 22 11 5-8 3 9 7 23 12 120" fiT 5&0 4 1 13 8 24 13 , XOX 7&8 4 1 14 8 25 14 Lic IL-J" 10-12 4 15 8 26 15 - 14a 14-16 4 18 8 27 16 HEADER HEADER i i i �— 4"MAX.O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21FOR WINDOWS WITH 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH IV5-ANCHOR HEIGHT ININFORCE ENTSPPLY SHOWTO ALL HEIGFR R NFORESAPPLY TOALLSTER DETAIL FRAME TYPES& FRAME TYPES& CONFIGURATIONS) Q 21 CONFIGURATIONS) 21 1 4"MAX.O.C. ExrEaroa SILL ILL r//7/ 1NCHORSTER DETAIL snsH WIDTH SASH wlom MEETING RAIL o MEETING RAIL 4"MAX.O.C. r- 24 0 25 i 21 21 — 21 21 JAMB ExrERnR o JAMB E [7z NCHOR oPRODUCT REVISED USTER DETAIL suudin9 It n awlm the Florida NOTES; NOA-No. 17-0411.06 i 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR i Revfs•d BY Ootm RoWmpt; Expiration Date 09/24/2020 i INTEGRAL FIN. ` �Q� !�� •• ••• • • 0:12 pldr CORRECTED TABLE 5. BY I 4"MAX. N O.C. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND ��---•�ICENSF •.��. • • Mla ro uct ConGol BUCK HEIGHT(SHEETS 3-4).SASH SIZE IS AS Q-:• •,'j1'� • a • •sa•By: :� • R-hi.., ,_ PER THE FIGURE. ,k No.58705 • • • • • • j 3)FOR SIZES NOT SHOWN,ROUND UP TD mE _ *— • •• OYvm�„ NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ��`• �j? 31 �- ® D S GN PRESSURE TABLES J ROSOWSKI �� 2-ANCHOR 4)"1/4-1/2-114"AND"1/31/3.1/3"INDICATE THAT �Q . STA O ' <(/ / T-•- <C/� 1070 TECHNOLOGY DRIVE OcaK THOSE STANDARD SASH CONFIGURATIONS of �` N.VEIYCE,Fill, • TWT. - CLUSTER DETAIL - FALL WITHIN THE SASH WIDTH RANGE IN THE '�� •'• ORIOP-.• ADJATHACENT OLUMN.DARD SASHCO"INDICATIONS ` mPsuglwem�i7aoTasxsrRw,uq I��ftIZOP!'17�-I�O4LER LM I>,oring 05/15/�1r5 RID REV FALL WITHIN THE:RANGE; A.LYNN Mlit7t,P.E. s29298 . • R- 5�0. IQT'S -6 OF 18 MD-HR5510-01 B P.EJI58705 I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8: Glen.Types Design Pressure(Ibse) 5'8 forX00r0XWindOw3 Reim Low!R3 AI Buck Heights up to 63' All Buck Wldth- +$0/-50 HEADER up to 75' SEE TABLE 19 FOR ANCHORAGE TABLE 9: Gla,Types sash Design Pressure(Ibs/te)for XOX 22 5-8 Sash Ranf.Letel 00(figuration Width Nfindows Range(n) Window Buck Height SASH R3 48' 54' HEIGHT 35.1/4^ h-%-g 11-391-11.391 +50.0 500 +50.0 -50.D a50.0 -50.0 O 38` 12.308-12308 +50.0 50.0 +50.0 50.0 +50.0 50.0 0 2245118' Yl-%.Y 11.391.13.397 +500 -500 +50.0 -50.0 +50.0 SO.D 1%a%-% 13.398-14.883 +500 -50.0 +500 -50.0 +50.0 50.0 Q I- Y.Y-%47-�� 11.391-12.297 +50.0 %0 +50.0 -50.0 +50.0 50.D %-%-ye 12.298-15558 +50.0 -50.0 +%0 -50.0 +50.0 50.0 � Ex1ERIOR SILL Custom 11.391-12018 +50.0 SOA +50.0 50.0 +50.0 -50.0 G] b 52-11T J{-%-Y 12.017.13.397 +50.0 50.0 +%0 -50.0 +50.0 50.0 %-%-% 13.398-17.018 +50.0 50.0 +50.0 50.0 +50.0 .50.0 j Custom 11.391-13.397 +50.0 1 -50.0 +50.0 50.0 +50.0 50.0 i SASH WIDTH 80" Y,%-% 19.398-15.350 +50.0 -50.0 +50.0 50.0 +50.0 50.0 € %�%-%s 15.381-19-841 +50.0 -500 +50,0 50.0 +50.0 50.0 5 Custom 11 391-13.397 +50.0 50.0 +50.0 -50.0 +50.0 50.0 `I MEETINGRAIL TV Y,.%.% 13.398.19.110 +50.0 -500 +50.0 50.0 +50.0 50-0 f 25 %-%-% 19+111-24-641 +50.0 500 +50.0 -50.0 +50.0 50.0 1 _ A - Custom 18.380-19.397 +50.0 500 +50.0 50.0 +441• -49.11 22 22 0 98" Y,-M.% 19.398-24.380 +50.0 .50.0 +50.0 50.0 +50.0 -50.0 i JAMB Enlrnloa Custom 24.381-30.360 +50.0 -50.0 +50.0 50.0 +50.0 50.0 12P %-h-% .30.300 +50.0 500 +50.0 50.0 +441'1 49.1' `+50)50 FOR GLASS TYPES 8-8 SEE TABLE 23 FOR ANCHORAGE ••MIN.SASH SIZE=WINDOW WIDTH-5928 2 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT I (REINFORCEMENTS SHOWN PRODUCT REVISED IN FIGURES APPLY TO ALL - as complying with the Florida I FRAME TYPES 6 Building Cod• CONFIGURATIONS) 111111 11117 NOA-No. 17-0411.08 I{ N A(/.i Rads-d By: Do&:,1 Rendon: Expiration Date 09/24/2020 .............VICENg 'n�( �: • JR •0312]j'hl-b NO CHANGES THIS SHEET. B I y .•• F • • • • MIamF-0ad uct Control . Q: •:�� • d or Iota• • It-Raton: * • No.58705 • • • ••• • I • • • • • • • ��rr��''77**�- •: * • • ® • Drc By. NOTES: O••. S ' � '••�' DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ,c �!/ 1070 TECHNOLOGY DRIVE -- - 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. /��S •'•�O..... .•'G�� N VENT E,FL�f�& • 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ��s/ONAL�N``\�� (w1}ge ��ooID1 •oasmlra HZON7AN�ROL�ER-LM 05/15!15 4)'1/4-1/2-1/4-AND•1/11/3-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH 11 A r l 1111 11 7ucAlrs Sarlse/1lldak • RcolA SMek LVard^g No• Rar li RANGE IN THE ADJACENT COLUMN."CUSTOM*INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A LYNN MILLER P.E CERT ALJR1s6292B6 ;Hg-5'51D • ;NTS ]OF 18 MD-HR5510-01 B THE RANGE. RE-0 Sa705 I I j I 3 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l TABLE 11: TABLE 12: TABLE 13: Glass Types Glass Types Design Pressure(Ibsflt=)for Glass Types Design Pressure pbs/Ftt)For 6&6 Sash sash Design Pressure(Ibs/rt!)for XOX Windows 10-12&1418 Width I TABLE 10: 5"8 XO Of OX Windows XO Dr OX Windows Malta,Lex4 (bnigumaen Reinr.Late) Window Buck Height Rehr Level Window Buck Haight Rang•(in) Window Buck Halpin i Glass Types Design Pressure(Ibs/ftt) R4 48' S4' 83" R4 54" 63" 7fi' 36' �• �• 67 6-8 Tor XOor OXWindows Custom 11.391-13.397 +65.0 70.0 +65.0 -70.0 +85.0 -70.0 +65.0 415.3 25117' +65.0 -70.0 +65.0 -70.0 *85.0 -70 D 251/2' +65.0 -110.0 +65.0 -110.0 +65.0 -110-0 Relnr.Level R4 A8 Bmk Heights up to 72• 5 28" +65.0 -70.0 +65-0 -70.0 +65.0 •700 28" +65.0 -110.0 16511 -110.0 +65.0 -110-0 �• '�-'��-� 13.388-15.300 +65.0 -70.0 +65.0 .70.0 +85.0 -70.0 .70.0 i AN Baok Widths 36" +650 -70.0 +65.0 -70.0 +85.0 -700 m 36" +65.0 -110.0 +85-0 -110.0 +65.0 -110-0 � K-Y,-X 15.361-19.841 +85.0 -70.0 +65.0 -70.0 +65.0 -70.0 +b'S.0 -70.0 up to i +50/-50 Cusken 11.391-13.397 +65.0 -70.0 +65.0 59.0 +63.3 -83.3 +53.2 33.2 42- +650 -70.0 +65.0 •70.0 +65.0 -700 m 42" +65.0 •110.0 +65.0 -110.0 +&5.0 -110.0 48• +650 -70.0 +65-0 -70.0 +85.0 -70.0 48 +85.0 -110.0 +BED -110.0 +85.0 -110.0 �'• Yi-'/S-y 13998-19.110 +85.0 -70.0 +65.0 7o.g +85.0 3&3 +50.2 -38.2 } SEE TABLE 20 FOR ANCHORAGE X--%-7'S 19.111-24.861 *115.0 70.0 +eS.D -70.0 +65.0 -70.0 +65.0 36.0 } 60' +65.0 -70.0 +65-0 •70.0 +65.0 -70.0 60" +85.0 -110.0 +85-0 -110.0 +65.0 439 Cudonn 75" +65.0 -110.0 +55-0 -103.5 18.380-19.397 +86.0 -70.0 +594 39.8 +¢.5 35.5 +48.1 18.1 1 75' +85.0 -70.0 *65.0 •70.0 +649• -64.3' 96•/ 19,398-24.380 +65.0 -70.0 +82.1 321 +58.0 38.0 +509 30.3 3 •+65.•70 FOR GLASS TYPES SEE TABLE 22 FOR ANCHORAGE 641 _�_X i SEE TABLE 21 FOR ANCHORAGE Custom 24.381-30.960 +65.0 -70.0 +05.0 TOLD +05.0 V.3 +57.0 37.0 TABLE IS: �-v .30.960 +65.0 -70.0 +59.8 39.8 +55.3 35.5 +-M1 -49.1 120' �'h ' Glass Types ash Design Pressure(g)s/R2)for XOX HEADER ••MIN.SASH SIZE=WINDDW MDTH-59.28 SEE TABLE 24 FOR ANCHORAGE to•12 TABLE Sash Wldth Windows 1 2 S }} ReIM.Late) Co11119NIM M Range(in) Window Buck Haight 7&ep" Bash Design Pressure(Ibs/Rt)for XOX Windows j R4 0. W 1. ):;." Width It ionCoelom 11.381-19.397 +85.0 -110.0 1+.5.00 -110.0 +55.0 •110.0 of Range(In) Wlydow Buck t1eI0N 60' %y-)( 13.398-15.360 +65.0 .110.0 -110.0 +85.0 -110.0 3C 48' S4' Y.-Y.-Y. 15.361-19.641 +65.0 -110.0 -110.0 +66-0 -110.0 Custom 11.391-13L397 +85.0 -70.0 +85.0 -70.0 +65.0 .70.0 +650 -70.0 Custom 11.391-13.397 +650 -110.0 •110.0 +85.0 -110.0 �^ Y+-%-Y+ 13.398-15360 +65.0 -70.0 +66.0 -70.0 +65.0 70.0 -65.0 -70.0 S SASH Y.-%-% 15.381-19.641 +650 -70.0 +65.0 70.0 +05,0 -70.0 +650 -0.0 I 75' y-J4-J£ 13.386-18.110 +55.0 -110.0 -110.0 +85.0 -110.0 HEIGHT � Coelom 17.391-13397 +65.0 -70-0 +65.0 -70.0 *65.0 -70.0 +05.0 -70.0 Y,%-% 19.111-24.641 +65.0 410.0 -110.0 +65.0 -110.0 m Custom 17.641-19.397 +650 -110.0 -110,0 +65,0' -104.6• C O 75' Y+-S4-Y+ 13.398.19.110 +85.0 •70.0 +85.0 -70.0 +83.0 •70.0 +85.0 -70.0 g8• Y.-Y-)4 19-398-24.360 +65.0 -110.0 +65.0 -110.0 +85.0• -109.5• 23 Y.-Ye-3S 18.111-24.641 +65.0 -70.0 +65.0 -70.0 +85.0 -70.0 +65.0 .70.0 3i Custom 24.361-31.641 +65.0 -110.0 +65.0 -110.0 +65.0 -110.0 Cuatom 16360-19.387 +65.0 -70.0 +65.0 -70-0 +65.0 -70.0 165.0• •61.2• 9e• �_ _+� 19.398-24.360 +65.0 -70.0 +860 -70.0 +65-0 -70.0 +66.0• •68.6• ! Ys-JQ 29-841-32515 +65.0 -110.0 +65.0 -110.0 +65,0• -104.6' 120' 24.901-30.360 +65.0 -70.0 +85.0 -70.0 +65.0 -70.0 tfillill Ys-Ye-Ys 32.516-38.841 +86.0 -110.0 +65.0 -110.0 *86.0 -110.0 12p• -Y_X -30.360 +8,0 -70.0 +65.0 -70.0 +65.0 70. +05.0• .7.2• 140' Custom ^• -39.541 +65.0 -110.0 +65.0 .110.0 +650• -104.6• - SILL '� •+ G E 8 SEE TABLE 25 •+651-110 FOR GLASS TYPES 11&12 SEE TABLE 26 FOR ANCHORAGE WINDOW WIDTH-59.28 WINDOW WIDTH.60.72 MIN.SASH SIZE= 2 •'MIN.SASH SIZE s 2 TABLE 16 Glass Types Design Pressure(lbs/fe)for XOX SASH WIDTH 14-16 Sash Sash Windows SECTION DETAIL th Reint Laval ConlgRange On) owua6on WWdBuckHeight a MEETING RAIL FOR WINDOWS WITH R4 48' . • 63^ LEVEL R4 REINFORCEMENT Custom 54 11.391-13.397 +65.0 -110.0 +85.0 -110.0 +85.0 -110.0 - 26 (REINFORCEMENTS SHOWN 13.398-15.360 +05,0 -110-0 .850 -110-0 +65,0 & •110.0 0 IN FIGURES APPLY ALL M-Ye- 15.361-19.641 +86.0 -110.0 +65,0 -110.0 +86.0 -110.0 23 23 FRAME TYPES 8 JAMB Bx7FAgB CONFIGURATIONS) GLASS TYPES 10-12&1416 Custom 11.391-13.397 +65.0 -110.0 +65.0 1-110.0 1-65,0 -109.3 o MAY NOT BE USED WITH PRODUCT REVISED 7S J{,-+/i-% 13.398-19.110 +85.0 -110.0 +65.0 -110.0 +65.0 -102.0 J-CHANNEL OR INTEGRAL as complying with the Florida •FIN FRAMES Building Code h-%-� 19.111-24.641 +66.0 -110.0 +65.0 1-110.0 +65.0 .102.9 NOA-No. 17.0411.08 m Gustom 17.641-19.397 *W.0 -110.0 +65.0 -110.0 +85.0 -97.4 111117 � Y LY 7 Expiration Da 09/24/2020 66+ n 18.388-21.360 +85.0 -110.0 +65.0 -110.0 *85.0 -920 ��t ^/ ' Rav'load Des RwlNoc F '� • 1a •0$(27/17• NOCHANc6srHissHeeT. By Custom 24.381-31.841 +650 -110.0 +650 -110.0 +65.0 38.1 � •... uCENSF••• • Nlam a lerodue!Con 120" y- _y 29'1141-32.515 +65.0 -110.0 +65.0 -109.8 +65.0 34.3 = Q';" ';�'P • d e� • Redden: Ys-Ys-'7i 32.516-39.841 :55.0 -110.0 +63.0 -105.0 +66.0 410.6 *1 No.58705 _ • • • • ••• • 140' Custom -39.611 +85.0 -110.0 +650 .105.0 +65.0 -80,0 _ � *_ • • • • • Drom Br. •• !SEE"IABLE 21FOR ANCHORAGE V6 �� DESIGN PRESSURE TABLES J ROSOWSKI NOTES: ;'0�'• STA I�.��` 10707ECMlOLOGY DRIVE 71041 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAI.FIN AS ALLOWED BY GLASS TYPE. '•.!c(OR1pP �� N.VENICE,FL 34276 Oote. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PER THE FIGURE. l/�'SS�ONAL ANG\` (Cawr�trtl7vdRNRslw69l++c.40 HOf21ZONTQ�RQLLER-LM 05115/15 3)FOR SIZES NOT SHOWN,RWND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 7iA1j1 11 1tt • IIIESERVED • g�a�,�y; • - Sweet porkq Na. Rev: 4)'114-ill-114-AND•1/31131/3•INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYN�lIA1ILLER,P.E • •)-{Q�-�j1� N 8 OF 18 MD-HR5510-01 B IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. R11#58705 1DFA e1E0 • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 17: Glass Types Anchor Quantities for XO orOX Windows Max.Anchor O.C. Anchor Anchor 5-e Spacing for"Integral- Group E Group F Sash 30"Height 38"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height Width Head a Head Head Head Head Head Head ° Head o Fin"Installation 3,8" 4" Relnt Level Vin) 8 Sir m &Sill `. &SAI - &Sill m &Sill m &Sill &Sill ' &SAI R1 GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED Anchor Group A Anchor Group C •s compl n wkh the Fbrlda 251/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 'FOR OX WINDOWS(XO SIMILAR): No",",a "r lth the 1"08 16 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+432+1 3 1+C2+1 3 1+C2+1 3 ANCHOR QUANTITY 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1. 3 PERJAMB F�pimum Dat•09/24/2020 } 42" 20.397 1+432+1 2 1+432+1 3 1+432+1 3 1+432+1 3 1+432+1 2 1+432+1 3 1+432+1 3 1+432+1 3 2+433+2 3 y m HEAD AND SILL ANCHOR QUANTITY: MI•mi s Product on ro 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FIXED SECTION +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 80" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS ATTHE SASH m ADDED NOTE TO ANCHOR 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+432+2 3 TOTAL of 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. QTY TABLES. Anchor Group B Anchor Group D SEE ELEVATION,SHEET 7 LO 25-1/2" 12.147 1+C2+1 2 1+432+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+432+1 3 SEE ELEVATION,SHEET z W m 16 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 SEE CLUSTER DETAILS,SHEET 6 y 3 ^aa 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 j o o O o m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3rm 1+C2+1 3 1+C2+1 3 1+C2+1 3 _ SEE ELEVATION, ET1 o °� 0 N 48" 23.397 1+432+1 2 1+432+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE / O X / }n 2 m u7 cy 6D" 29.397 Z+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+432+2 3 2+C2+2 3 2+C2+2 3 ELEVATION, 0� am _ ' - SHEET 1 MEETING RAIL J C �e 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+432+2 3 2+C2+2 3 2+C2+2 3 REPEAT ANCHOR PATTERN AT SILL z tp SEE TABLE 6 FOR DESIGN PRESSURE =LL TABLE 18: udU m Anchor Quantities for orOX Windows FOR XOX WINDOWS: l-w'T 2� �Mc Glass Types _ANCHOR QUANTITY n>•- a0 5.8 Sash 30"Height 36"Height 48"Height 54"Height 30"Height 36"Height 48"Height 54"Height J// Pat JAMB Z (_ tY LL wtllh Head E Head E Head E Head E Head E Head E Head E Head 1+433+2+433+1 q HAD AND SILL ANCHOR QUANTITY: J O Reinf.Level (in) $sill &SAI 8 Sill &Sill &SAI > &SIII 8 SIII &SIII '; (1A CLUSTERNCHOR OTH)ANCH SASH ; Z >a�s +A CLUSTER OF(3)ANCHORS CENTERED ATTHE MEETPIG RML R2 Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION ® g Q -j Tn +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL J 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHOR ATTHE SASH I¢ z 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THESILL c Z 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 o O N o •Y SEE ELEVATION,SHEET 1 I• In m 42" 20.397 NotAIIovled 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 W 0 lY LO SEE ELEVATION,SHEET t V Z O 48" 23.397 1+C2+1 2 t+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 Q = _ 60" 29.397 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 31 2+C2+2 3 - L^ SEE ELEVATION, `�7 Anchor Group 8 Anchor Group D / X / O X SHEET 1 `." ONY LYN/y4,i,��, 251/2 12.147 1+432+1 2 1+432+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+432+1 3 1+C2+1 3 SEE • `•• • ,`N • • • ��' VS6 ELEVATION► / • • • • ;' �� 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SHE / EE:IN1 .•. • SEE CLUSTER No.68705 •• • • • DETAILS, 38" 17.397 1+C2+1 2 1+C2+1 3 1+432+1 3 1+432+1 3 1+432+1 2 1+432+1 3 1+432+1 3 1+432+1 3 • • • • • • • • • SHEETS ••REPi"rAaT�NCHQ1?�ATT62N AT�ILL• •• ry 42" 20.397 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �1 t.� 31 f y- tV m NOTES: 0 (V` 48" 23.397 1+C2+1 2 1+C2+1 3 1+G2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 11 FRAME DIMENSIONS ARE BUCK WIDTH T�•. Pit lop, 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 Altdx.•AncbGrO•C.- Anchot ANOBUCKISAW RTHEFIGUS3d). '., S+''••......•• NG 75" 36.897 2+432+2 2 2+432+2 3 2+432+2 3 2+432+2 3 2+432+2 2 2+432+2 3 2+432+2 3 2+432+2 3 SpaCDlgfor ttt gral-� i• ►F SSHHEEEET 6%. 0 :R THE FIGURES ON ,S,ONAI Ill"" MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUSTALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin'Mnstallation • • 2�FO��ZES 160TSHOWN,ROUND UP TO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. 0. 4 T-IEEIgE 1 SR E WIDTH OR HEIGHT A.LYNN MILLER P.E. • • DIM ll�� QQ��jj S ON THE TABLE, P,EJF 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 19: Mex.An Glass Types Anchor Quantities for XO or OX Windows r"Ince r Spacing for Integral- s-8 Sash 30"Helght 36"Height 48"Height 54'Height 63"Height 3("Height 38 Height 48 Height 54"Height 63"Height Fin"Installation Width Head Head Head Head E Head Head E Head E Head Head E Head Reint Level On) Anchor Anchor &Sill &Sill 10� &SIIISill &S)il &581 &SIII &SIII &SIII Getup E Group F R3 Anchor Group A Anchor Group C 3.6. C PRODUCT REVISED as eomP1yIng with the Florida 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 OA- 1+C2+1 4 1+C2+1 4 1+C2+1 4 Bulldinge BOA-No. Cod. 17-0411.08 t $6 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+ * expiration Date 09/24/2020 M. 17.397 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 41 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 41 1+C2+1 4 o By _. m .42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 l2+C2+2 ' +1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 MIMM O/ Product control 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 +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 2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m ADDED NOTE 70 ANCHOR >OTY.TABLES.REMOVED 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 GLASS 5FROM TABLE 20. Anchor Group BAnchor Group D 25-1/2" 12.147 1+C2+.1 2 1+C2+1 3 1+C2+1 4 1+C2+1 +1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Z m 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 +1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 vi Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 +1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 or o 0 0 0 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 +1 4 t+C2+1 2 1+CZ+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 a1� 0 co O $ 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 +1 4 1+C2+1 2 1+C2+/ 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 }U' N z 4' LO 60' 29.397 2+C2+2 2 2+C2+2 3 2+22+2 4 2+C2+2 +2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 O a75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 z LL m N p p SEE TABLE 8 FOR DESIGN PRESSURE "i = UU_o ®a W TABLE 20: F Z J 7.M0 Glass Types AMax.Anchor O.C. o Q J o0 Anchor Quantities for XO or OX Windows Sash for"Integral- o z $ H tY 6.8 gLL 30"Height 36"Height 48"Height 54"Helght 63'Height 72"Height 30 Height 36 He ght 48"Height 54"Height 63"Helght 77'Height Fin"Installation } J 0 WIn) Head Head Head E Head E Head Head Head E Head E Hid Head E Head E Head Anchor Anchor I- J O Reinf.Level &Sill &S81 &Sill &Sit &Sill &Sill &S81 &Sill -- &Sib `-° &SIII �° &Sill &Sill Group E Group F $ Z � 1„45 R4 Anchor Group A Anchor Group C 3.7' 4” ® R Q J 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+C2+1 4 1+C2+1 741-.62-1 5 1+C2+1 5 U1 Z V 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+G2+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 Z e°'s 38 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 p 0 ON o = to m 47' 20.397 1+02+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+03+1 5 rc U O 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+03+1 5 `� Q _ fi0 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES: rqg asaa sauag i)FRAME DIMENSIONS 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 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 ARE SUCK wDnt AND SEE -7rrrr- ��`�11 Anchor Group 8 Anchor Group D BUCKHEIGHT( qN.,.....N SHEETS 3-4).SASH SIZE IS 251/2" J29.397 +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+C4a1 •t i+4't+1. 5 d+C2i1 gS$ER THE FIGURES ON `:_�.''tyCENs�•.!! SHEETS 28" +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 1jC2+1 4 ;+(:n-61:1511 2 1 • = = x 36" +C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+G3+1 5 t+C2+1 2 1+C2+1 3 1+C2+1 4 1+� 1 4 + +1. 5 14'C34.1• 2�FOR SIZES NOT *: No.58705 SHOWN,ROUND UP TO m 42" +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�L+1 •1 •I+C34MO 5 M+C3.1 OME NEXT AVAILABLE - z } WIDTH OR HEIGHT 5 48" +C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 I+C3+1 5 1+C3+1 5 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 t+C3+1 5 DIMENSION SHOWN ON ��0�•.. S AT3E` p�; ��` 60" +C2+2. 2 .2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+03+2 5 2+C4+2 5 THE TABLE.+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 2 2+C2+2 3 2+C3+2 4 3 4 2+ 5 •2 C4+2 :)§FIVIEET9FORA ��SS'0NAtIE?G�� • SLE TABLE I SF019 DEBIGNiPRESSURfi GUIPE TQ USING THESE • • • !• • • • • TAIW-ES* A.LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. • • •• • • • • • • • P-E#58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • i TABLE 21: Gass types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor I 6-8 Sash Spacing for"Integral- crag'F 30"Height 38"Height 48"Height 54"Height 63"Height 30'Height 38"Height 48"Height 54"Height 63"Height Fin"Installation Width Head E Head a Head E HeadIII Head E Head E Head S Head E Head 1E, Head E 4" Reinf.Level lm) &sit &Sill &SIII &Sit &Sill &Sill &Sig &Sill - 8 S11 &Sill -; R4 PRODUCT REVISED Anchor Group A Anchor Group C as complying wIN th•Florlaa Building Cods 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 NOA-Na 17-0411.08 ,19 28" 13.387 1+C2+1 2 1+C2+1 3 1+C2+1.. 4 1+C2+1 4 1+C2+1 41 �cplratlonDat•09/24/2020 Y 36" 17.397 .1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 By m 42" 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 41 noaml d roauc Control O 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 i ADDED NOTE To ANCHOR { OTY.TABLES. 75" 36.897 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 DIS 25412" 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+C?+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 4 z m 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 to � Y 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 > N o o I V m' 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 i+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 O N z W *22 c 48 23.397 }+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 N -� X F 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4--i+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 Q�o n Z a , 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 z LL cmo SEE TABLE I I FOR DESIGN PRESSURE U U o 1-= TABLE 22: F Z et C7< JJMO GLASS TYPES CO J Glass Types Anchor Quantities for XO or OX Windows 1412&1416 MAY .- 10-12&14-16 Sash ' NOT BE USED Z }a- W u- 30'Height 36'Height 48"Height 54'Height 63'Height 76"Height 30"Height 36"Height 48'Height 54"Height 63"Height 76"Height WITH.I-CHANNEL } J O Wldlh • OR INTEGRAL FIN ►- Head HeadIII Head E Head E Head E Head Head E Head E Head Head Head Head, E FRAMES J Reinf.Level (In) &5111 &Sill &Sill m &Sill m &SIII m &Sill &Sill m &Sill n &Sill m &Sill &SIII &SIH m 1 O R4 -� -� 1 -� � � � � -, � z R — Anchor Group A Anchor Group C ® ? J H 25-1/2' 12.147 1+C2+1 21 1+C2+1 31 1+C2+1 14 1+C2+1 41 1+C2+1 5 1+C3+1 5 CY z E 28" 13.397 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C3+1 '5 1+C3+1 5 0 z ep' O o. 36' 17.387 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+i 4 1+C3+1 5 1+C4+1 5 O = N _LO LO 42' 20.397 NotAllowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 � U In m c�'i z O 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 Q Z1 1 _ 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+25 2+C4+2 51 NOTES: aI11 'xaa seas 75' 36.897 2+C2+2 2 2rC2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 51 1)FRAME DIMENSIONS ARE BUCK WIDTH AND `��vII Ni77. Y LYIVIV Anchor Group Anchor Group BUCKHEIGHT(SEE � • Z1/ �� SHEETS 3-4).SASH SIZE IS 3�' v�N`TF ••�� i 25-1/2" 12.147 1+C2+1 21 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 + + 4 1+ 2+•} + +1 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+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+.1 3 1+C2+1 1+C2+ 4 + 3 •I+erS+1• 5 SHEETS 6-8. _*i Ho.58705 = Y 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 14C3+ 4 1+C3+y 6 K+0;+1 2)FOR SIZES NOT 7--0 _ 42' 20.397 1+C2+1 E22+2 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+02+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+Cq+} 5 SHOWN•ROUND UP TO �Y= m THE NEXT AVAILABLE 0� g ��•:•�� 48' 23.397 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 WIDTH OR HEIGHT "tORION DIMENSION.SHOWN ON �i S ... 60' 29.397 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+2 4 *& 2 4 Z+C4+29 5 2+�V 5 JHETABLE. ��iS��NALI�75' 36.897 2+C2+2 3 2+C3+2 q 2+Cq+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+C3+� 2+ +2 4 2+ + 2+C4 3116EE SHEET 9 FOR A S TAB 2 SESI%N AtESSURL• GOIDE TO USING THESE A LYNN MILLER P.E. 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1,+2'0+'0+23+L z 1,+z'Jw+Z3+l z ,p+M.t tevIt-tef'Ll Ei(-X-E/ .4/l9C 0 anoig jNauV V dno.p.oyauV ba 3 IIS 4 POOH IAS 4 P'a01i IIIS 4 P00H IIIS 4 P00I1 IAS 4 P00H IAS 4 Peed 3 IRS 4 PeeH UIS 9 P00H INS 4 PeaH IIIS 4 PeeH Ut5 4 PeOH 3 IIIS 4 p00H (4-Buoy uopwrAluo0 Israel'N40U o v v o a wm 14001{.£9 1415W.69 I 14010H.0 P10PH,9E 17010H.M W0HF1.4Z 144011.C9 14010H.6S 141510H.91, 146W.99 1018H.Of W010H.YZ 4seS U OL smopulM XOXLoJ e911puenp joyouV sed(1 ssel0 'SNOI1VA3133H1NONMOHSONI3VdS'O"OXM3HLH11MAldW000SN1SOW30VllOHONV"IIV "NMOHSS3LLI1NVnOUGH3NVWnWINIW ;9Z 318VI TABLE 27: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON"I HE ELEVATIONS. Glass Types Anchor quantities forXOX Windows 14-16 Sash 24-Hf9ht 30"Height 36'Height Mr He ght 54'Heigh 03'HN 1 30'Fleight 36 Height 48'Helplt 54'Holght 83'Height Sash Width Contgum0on Range M) Head&Sill Head&SIN Head&Sill a Head&BIN Head&Sill Head& l m INad&Sill Head&601 Head&6111 ,� Head&SIN Head&S01 m Reint Leel R4 Anchor Group A Anchor Group C 3S1/4' %-Y.-Y. 11.391-11.391 N 2 1+C2+O+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 PRODUCT REVISED 38' Ya-3S-h 12.308-12.308 +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+C3+O+C3+1 4 as comp)ymg with the Florida B"Ilding Code -34-'/ 11.391-13.397 +1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+C4+O+C4+1 4 NOA-Mo. 17-0411.08 451/8` Ya-Y,-Ya 13398-14.683 +1 2 i+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C1+0+C3+1 4 1+p+0+pH 4 1+C3+0+p+1 4 Expiration Data 09124/2020 )G-y-J� 11.391-12297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1*C2+0+02+1 3 1+C3+G+p+, 4 1+p+0+p+1 4 1+C4+0+C4+1 4 47314' 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+p+1 4 MI -Yi-Ya 12298.15.556 Mlam roduct ConuoF (Loom 11.391-12.018 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+CS+O+C3+1 3 1+C3+0+C3+1 4 1+C4+0+04+1 4 1+C4+0+1CA+1 4 52-1/8' Y.-Y.-Y+ 12017-13.397 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+0+p+1 3 1+p+0+C3+1 4 1+C4+0+C4+1 4 i+C4+0+C4+1 4 %-%-% 13.398-17.016 1+C2+0+02+1 2 1+C2+D+C2+1 2 1+p+0+C3+1 3 I+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 m ADDED NOTE TO ANCYIOR CLatom 11.391-!3.397 1+C2+2+C2.1 2 1.C2+2+C2+1 2 1+C2+2+C2+1 3 1+p p +2+ +1 4 1+p+2+p+1 4 1+01+2+04+1 4 QTY.TABLES. m em Y-h-3L 13.398-15.300 NOt Alowed 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+p+1 4 1+p+2+C3+1 4 1+C4+2+C4+1 4 }S-y-Ya 15.361-19.641- 1+C2+0+C2+1 1 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C4+0+C4+1 4 1+C4+1)+04H 4 I+CG+O+CS+1 4 Cp Y 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+CA+3+CA+1 4 ,nay 75" -Yi-Y 13.398-19.110 1+C2+2+C2+1 2 1+C2-2+C2+1p 2 1+C2+3+C2+1 3 1+C3+3+ +1 4 1+C4.3.C4+1 4 1+C4+3+C4+1 4 w r -Yr- 19.111-24.641 1+C2+D+C2+1 2 1+p+0+C3+1 2 1+C3+0+C3+1 3 1+C4+p+C4+1 4 i+p+6+05+1 4 1+CS*0*05+1 4 lL C �3 (n C7 Custom 17.841-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+4+p+1 4 1+C4+4-r,4+1 4 1+C4+4+04+1 4 j j C', O 96' Y.-Y.-k 19.388-24.380 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+CA+1 4 1+C4+3+C4+1 4 }n Z °1°0 Y.-%-% 24.351•31.641 I-C2r2rC2+1 2 2+02+2+C2+2 2 2+C2+2+C2+ 3 2+C:4+3+C4+ 4 2+C4.3.C4+ 4 1+CA+2+C4+1 4 (7 04 C~7 w y-X-� 29.041-32.615 2+02+3+02+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+C4+4+04+ 4 2+CA+4+CA+2 4 2+C4+3+C:4+ 4 IS w .(e = 120" 2+C2*2+C7r2 2 2+C2+3+12.2 2 2+(2+3+C2+ 3 2+G1+3+CA+ 4 2+CA+3+C4+ 4 2+04+3+C4+ 4 Z LL n "ow %-%-Y. 32516.39.641 140" Cuetam -39.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+ 3 2+04+4+C4+ 4 2+04+4.04+ 4 2+CA+3+C4+ 4 V W o ®IXCO .. Anchor Group S Anchor Group D LU Z m < W c� 35-1/4' -}S-Y 14.391.11.391 1+C2+0+(2+1 2 1*C2*O+02+1 2 1+C2+0+(xrt 3 1+(x+O+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+t2+0+02+1 z 1+C2+O+C2H z 1+C2+O+C2+1 3 1+C2+aC2+, a 1+C2+O+C2H a 1+Cz+0+Cz+1 a v W y m "+f W 36' Ya-Y-% 12306-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+(2+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,+C2+0+C2+1 3 t.C2+0+C2H 4 1+C2+0+C2+1 4 11+C3+0+C3*1 4 a' Q r LL Y-+/,-% 11.391-13.397 1+(2+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+p+1 4 1+CA+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+CNO+C2+1 3 1+C3+0+C3+1 4 t+C3+0+C3+1 4 1+01+0+C4+1 4 O z U ~ LLI L LL 45-1f8' J Yi-Yi-Ys 13.398-14.683 1+C2+OrC2+1 2 1+12+O+C2+1 2 1+02+0+0.2+1 3 1+p+0+p+1 4 1*p+0+C3+1 4 t+p*O+p+t 4 1+C2+O+C2+1 2 1+[2+C+C2H 2 1+02+0+02+1 3 1+C3+O+p+1 4 i+p+p+p+1 4 1*C3+O+pH 4 J O 47-314' %-36-ja 11.391-12.297 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+p+O+C3+1 4 1+C:3+O+C3+1 4 1+04+0+04+1142+C2+ 1+C2+0*C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+O+p+1 4 1+C3+O+p+1 4 i+G+0+C4+1 4 {- Q r Ys-Ys-Ya 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 1 1+C2+0+C2+1 3 1+p+0+03+1 4 1+p+0+03+1 4 1+C3+0+C3+11+C2+0+C2+1 2 1+C2+0+C2+1 Z 1+C2+O+C2+1 3 1+C3+0+C3+1 4 1+p+0+pH 4 1+C3+0+C3+1 4 ® � Q E lames Qetom 11.391-12016 i+C2+0+C2+1 2 1+C2+0rC2+1 2 1+p+0+p+1 3 t+C3+0+p+1 4 1+CA+0+C4+1 4 1+01+0+04+11+C2+0+C2+1 2 1+C'2+0+C2+1 2 l+c3+0+C3+1 3 1rC3+0+C3+1 4 1+CA+0+C4H 4 1+C4+0+C4+1 4 ¢ 1- 52-116' Y.-Y.-Y. 12017-13.397 1+C2+0+02+1 2 1+C2+0+02+1 2 1+p+0+p+1 3 1+C3+0+C3+1 4 1+C4+0MA+1 4 1+0i+0+C4+11+C2+O+C2+1 2 i+C 2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+CA+0+C4+1 4 1+C4+0+C4+1 4 d Z Z -%-Ya 13.388-17.018 1+02.0+(2+i 2 7+02+O+C2+1 2 t+p+prp+1 3 1+p+tl+p+1 4 1+C4+p+C4+1 4 1+C4+0+04+11+(2+0+02+1 2 1+C2+0+C2+1 2 1+C3*0+C3+1 3 1+p+0+C3r1 4 1+C4+O+C4H 4 1+04+O+C4+1 4 < O O O Cuclom 11.391-13.397 1+CL+2+C.`2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1.p+2+C3+1 4 1+C9+2+p+1 4 1+CA+2+C4+11+C2+2+C2+1 2 1+C2+2+C2H 2 1+C2+2+C2+1 9 1+C3+2+C3+1 4 1+C3+2+p+1 4 1+C4+2+CA+1 4 O = m BP yj-J7�-'/s 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+2+C3+1 4 1+p+2+C3+1 411+04+2+04+114 1+(2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+p+1+C3+1 4 1+C3+t+p+1 4 1+C4+1+C4+1 4 (� � ' Ya-Ys-Ye 15.361-19.641 1+C2+0+C2+1 2 1+C2+o+C2+1 2 1+C3+O+C3+1 3 1+C4+0+04+1 4 1+C4+o+CA.1 4 1rC O+C5+11+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+p+1 3 1.04+0*CA+1 4 1+04+0+C4+1 4 1+CS+O+C5+1 4 C� Z Custom 11.391-13.397 1+(2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+p+1 4 1+C4+3+GH7 4 1+C4+3+0µ11+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+CA+3MA+1 4 Q = _ 76' Y+-3i-y 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+CMJ+CA+1 4 1+C4+3+C4+1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1rC4+2+C4+1 4 1+C4+2+C4+1 4 cH1 '�ca0 ar..ua h-X-� 19.111-24.641 1+C2+0+C2+1 21+p+0+p+1 2 1+p+O+p+1 3 1+C4+0+C4+1 4 1+C5+0+CS+1 4 1+C5+0+C5+1 1+C2+MC2+1 2 1+C3+0+C3+1 21+C3+0+03.1 3 1+CA+9+C4+1 4 1+C5+0+(S+1 4 1+C5+0+C5+14 Custom 17.841-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+p+1 4 1+C4+4+C4+1 4 1+C4+4+04+1 1+C2+3+C2+1 2 1+(2+3+02+1 2 1+02+3+02+1 3 1+p+4+C3+1 4 1+01.4+04+1 4 1+C4+3+C4+1 4 �� NY.LYNN 96' Y4-%-X 19.398-24.380 1+02+3+02+1 2 1*C2+3+02+1 21+C2+4+02+1 3 1+CA+4+C4+1 4 1+G+4+CA+1 4 1+CA+3rCA+1 1+C2+2+02+1 2 1+C2+3+C2+1 2 1+G2+3+C2+1% +094,04+ 4 1&0N3jP4.1 1* 3+CM7 4 `� �,•'• L10ENy+F Y(� �� 3 24.361-31.841 +(2«2+02+2 2 2+C2+3+C2+2 2 2*C2+3+C2+2 3 2+04+3+04+ 4 2+C4+3+C4. 4 1+04+2+CAN 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2%1 3 1+C4+2+ C4f1+C�+1•1+f4+yCA+1 4 •. Y+_h_yj 29.841-32.515 +2*3*C2+2 2 2+02+3 02+2 2 2.02+4+C2*2 3 2+CAW+G4+2 4 2+04+4+C4+2 4 2+CA+4+Q4+ 3+C2+2 2 2+C2+3+(2+2 2 2+C2+3+2+2 2+c4+•sa+ 4 yCAY1+ *2 + 4 ` No.S&705 ,20 Yi-Y+-% 32516-39641 +C2+3+C2+2 2 2+02+3+C2+2 2 2+C2+3+C2+2 3 2+CA+4+C4+24 2+C4+4+CA+2 4 2+04+3KA+22+C2+2+C2+2 2 24 -0 ✓t140' Ctom " -30.641 +C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+4+C2+2 3 2+04+4+C4+ 4 2+0x4+04.2 4 2+CA+3+CA+22:02+3+t2+ 2 2+02+3+02+2 2 2.02+3+02.2 3 2*C4*4*C4*2 4 2+C4+4+CA+2 2 X81+ 4 O -NOTES: SEE TABLE 16 FOR DESIGN PRESSURE .p' N�t 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). ��1s••' ORID1!..•'• _WINDOW WIDTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 8&,- - •- ••• ••• ��'/S70N, ENG�� ' GLASS TYPES 10.12$1416 "MIN.SASH SIZE- 2)FOR SIZES NOT SHOWN,ROUND VP TO THE NEXT AVAILABLE WIDTH OR HEIGH*DIA♦ETISION SHOWN Qld•TYE T48CE• ///r 1\\ MAY NOT BE USED WfiH 2 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. • • • • • • • • • /1 I I I 1\1 JCHANNEL OR INTEGRAL 4)"1/41/2-1/4'AND"1/3-1YS-t IT INDICATE THAT THOSE STANDARD SASH CONFIGIJfjA.h FAL WITi11N THE 9ASI*Wlr H 13.01�• • • A LYNN MILLER,P E 3 41 FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH C �"a TIQ•1S FALL WITHII•THSMtlGE. • • • • REE 58705 j 000 0 • • • • • • • • • • • • • • • • •• •• • • • • • 000 • • • •• •• TABLE 28: Sill of Material 3.500" 3.500" 3.500" 3.500• # Part# Description Material .�. -�t�- .062" I -�-I�-- .062" .062*��- .062' I I 1 620121 Frame Head,Sig and Jambs- nei PVC O i O Iti 2 620122 Frame Head,Sill and Jambs-Flange PVC ILII 3 620123 Frame Head,Silt and Jambs-Fin PVC 4 620124 Frame Head,Sill and Jambs-Equal Leg PVC 2.445• 2.445' 2.445' ❑ 2.445' 13 620172 (eft Insert/Trim Cover PVC Fb �� ❑�(� �� 14 620131 Fbred Meeting Rail PVC O o IUI I O IUI 15 620158 Track Insert 6063 T8 AI 16 620129 Sash Rail(Sides,Top&Bottom) PVC O 17 620166 Monorail 6083 T6 Al .625" J-CHANNEL .625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 620156 Pull Rall Interlock 8003 TO A) -r- 1.375 O&��HEAD.SILL Oz SILL& t,3i 5 O IAMBS JA�SSILL& O HEAD,IAMBSILL& 20 820144 Pull Rail IntedonK Cofer PVC I} 1 21 - 620150 Light Sash ReKdorcement 6063 TO Al 22 620151 Standard Sash Reinforcement 6063 TO Al �+-- t.BTY -�•1 1.641" 23 620152 HD Sash Reinforcement 6063 T8 AI I - 24 620153 Standard Meeting Rail Reinforcement 600515 Al I� 4.50T ►{ 1.43T 4•� 25. 620154 HD Meeting Rail Reinforcement 6005 T5 Al r I 1.630• 12.100' -►{ 2.178" Za 820155 H.D.Flodz.Kotler Meet'utg Rall ReinforcerreM 6005 TS AI .772" 'o6e^ 0S�- 1.020' 1.375^ hz+ -� .065' .050•27 710X114PPA #10 x 1-114 PH.PH SDS(Monorail Screw 410SS I 590"28 61644 Weatherstrip,.18T x.270•Fm Pia 1231• �...-- .060" -►11111.000• �- LIFTRAIL I 29 61719 Weatherstrip,.187'x.220"Poly PieLIFT RAIL 30 #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 410 SS 13 &TRANTIM COVER RT 74 MEETING RAIL 15 IFDED ry�p7 16 SASH RAIL r9 INTE OCK O INTERLOCK COVER 1 31 78)012PPA #8 x 3412'Ph.PH SMS(Fixed Meeting Rail Screw) 410 SS 32 71669SP Meeting Ran Screw Support Plate 8063 T5 At i 33 720210 Weep Hole Cofer PVC .3001 .316- "'� .070° 060• �.I 1.100" I� 3a 720187 Installation Screw Hole Plug PVC e64 175' 715 I -71L5" 37 720197 Auto Lock C Steel o .750• .764' 36 720199 Sweep Lock Cast Zinc j 39 720196 Auto Lock Cowr Assembly Cast Zinc .025" -- -T .035" --►-1-�� •{ 1.185 0^ 40 #6 x 1-1/8'Ph.FH SDS(Auto and Sweep Lock Screw) Ss LAMI IG ROLLED FJ(TRUDF� LIGHT SASH STANDARD 11 41 720200 Auto and Sweep Lock Kasper Cast Znc 72 BEADING 9U SCREEN FRAME 91 SCREEN FRAME 21 REINFORCEMENT 22 SRAE.4NFORCEMENT i 42 76X34PPA #6x 3/4"PH.PH SDS(Keeper Screw) SS 43 7612FPTX #6 x 1/2"FPH Tak(Reinforcement Screw) SS 070• -r{� 1.482' �- 1.182' .280- 44 Leadsdle Top Comer Key Nylon I 45 L.eadstlle Bottom Comer Key Nylon 1.186^ IIfIII 070• (-�}� off• 48 Lockstile Top Comer Key Nylon �J .070' .7gt•I �,1.03s" 1.041" 1.041' "ULJ 1.229" .910• ItllJll� 1IIll 1 L - .130" L - -184• .074• 47 Lockstlle Bottom Comer Key Nylon I Nylon 1.331" 720204 1.340" WmlL D SASH Bdlr II.G .Bead PVC 150• STANDARDS- HD MEETING -HD HR MEETING PRODUCT ®REVISED 72 620135 a I 74 Backbedding,GE 7700 of Dov 791 Silicone 123 REINFORCEMENTH24 MEETING RAIL. O RAIL 28 RAIL 17 MONORAIL BugplyCodawi4h the Florida REINFORCEMENT REINFORCEMENT REINFORCEMENT 75 71694/5 Settle Block(7/8"x 2'x 1/8"�85+1-5 dum. EPDM Nu A-No. 17-0411.08 I 60 61011 Rol-bxmed Screen Alum vvv 7j7 Rsdaed By; pap, R�rbhn expiration Date 9/24/2020 81 61012 Extruded Screen Frame Alum `� ANY LYkny p •• ,}�• Qa3/27417• NO 9 NGES THIS SHEET. By 82 Extruded Screen Spreader Bar Alum �� v LCENSF�//�l i • • Mlam a r uct on 4gc lobi • • anion 83 47042W Screen Comer Key with Pug Ring PVC �'• No.58705 •��'=_ • • • • • ••• • 84 47041 W/CKGtB Screen Comer Key No Pull Rhg PVC as 7CASPM Tersimsprirg ss - WINDOW EXTRUSIONS&BOM J ROSOWSKI 86 61816048 Screen Cloth Fiberglass 1J '., 3 31 �� ! O S TE �:, 10711 TECHNOLOGY DRIVE : pm: 87 61635/81614 -1.140'Screen Spline(Machine/Hand Rolled) Vin I T �/ -N.VENICE,FL 3gtl75- t P41HWI� •�• I�O AZONTAL PNGULEF3-LM 05/15/15 NOTES: ANAL E carrRxlHreaoavct•muergps.a+c s • . ao.+e Nu. R« i)ITEMS#&12,18.35,36,49-71. &73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. p,t4i4N M lu`r'e,P.E. rj 1Q • NTS: •17 OF 18 MD-HR 5510-01 2)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EJ(TRUDER ODE. P EaR 59705 CERT.OFAUiA.#292,9• • J r I E ••• • • • • ••• • `+ 16 SASH TABLE 29: ASSEMBLY Egress Lock Bill of Material MITERED FRAME WITH � DETAILS � s Parts Dewdptlon Material 1 INTERIOR AND EXTERIOR Q% FRAME WELDS 100 7MC7024 Muki•PoiM Lock tX Coat 21nc 42 105 ® 101 73340 Operator mourWn Plate Steel 18 102 7'1015 Muki 'M Lock K Aluminum 31 103 720214 Muftipoint Lock Guide Nylan EXTERIOR 46 ATTACHED TO 104 220217.221 Tie Bar(Lwlgth Vedas) stair"as Staid 32 SASH RAIL 1 (� 105 71024X12HFX 910 x 1/2"HH MS Stah lean Steal 72 xa i I 11081 78X1FPAX #8 x f Ph.FH SMS Stainless Steel i11071 7W6FPTX IM x TV Ph.FH SDS Stidnk+as Steal 19 O 17 ATTACHED TO Q 103 30 FRAME JAMB 27 - EGRESS LOCK _ 37 DETAILS � 40 (NOT TO SGALE 39 86 �._ 83oRas � �� 104 r\ I \ 87 �� , OPT.AUTO LOCK 85 45 'No PRODUCT REVISED OATTACHED TO Aa Complying with the Florida 48 FRAME JAMB tos Noa-OA-na CCoodde No. 17.0411.08 + Expiration Date 09/24/2020 42 101 i 16 By 107 atlami a noduet Control 82 OPT. ~- � 38 X4 l \ 40 102 I I 41 ! p 47 ATTAED ® 42 J 1 OPT.SWEEP LOCK FRAMEJAMBO 80 OR 61 15 1) 1 1070 TECHNOLOGY DRIVE MITERED FRAME WITHN.VENICE, FL 34275 1 INTERIOR AND EXTERIOR FRAMEWELDS 100 (941}-4E0-1800 i 111U 111 CERT.OF AUTH.129298 SCREEN wY ASSEMBLY .: ; �2` crJ% vNNl �• ;R i 018/271171GE9THssreer. DETAILS ¢ P' • ac • • • ••• • No.58705 ••.• C33)- • ' I _ • • • • •• won 0is 83 O 84 ExTER10R 1 FRAME 'j0 •'•�9AT.E51 17" a� EXPLODED WINDOW VIEW J ROSOWSKI r _ ASSEMBLY -O�` F ��` num. °a6r i �` <oRls► ..� NOTES: DETAILS j '',;rS� ' • N#--, H•O1F�IZ•O►ITAL RAIZ EIS-LM 05/15/15 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. '�,01VAL� ��r 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. 7 I 1•111` • 3 • fib' • DlvaMp Nb Rsr a.nT'r1 ,P E•• 510 • NTS• •18 OF 18 MD-HR5510-01 B 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 68. PE.# I