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WS-15-1875 20 yn° � +t Miami Shores Village � 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 \ x \ 'fiMe sc Ac Phone: (305)795-2204 \\ cnRu, Expiration: 0210812016 Project Address Parcel Number Applicant 131 NW 104 Street 1121360131400 ARNETT HEPBURN Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ARNETT HEPBURN 131 NW 104 ST (305)757-2949 MIAMI SHORES FL 33150-1239 Contractor(s) Phone Cell Phone Valuation: $ 5,436.16 SECURE WINDOWS& DOORS 305-513-0705 m ........ .. . ..... . .... Total Sq Feet: 79 Type of Work: Available Inspections: No of Openings:5 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# WS-7-15-56478 DBPR Fee $2.25 07/24/2015 Check#:20715 $50.00 $123.10 DCA Fee $2.25 Education Surcharge $1.20 08/12/2015 Check#:20716 $ 123.10 $0.00 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $173.10 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,MECHPRCXL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 rti at all a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. th rm orize the above-named contractor to do the work stated. August 12, 2015 Authorized i Own6r / Applicant / Contractor / Agent Date Building Department Copy August 12,2015 1 Miami Shores Village Building Department g !1�� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 l Tel: (305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/L/_f BUILDING Master Permit No.kS -7— PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: tea/ /4,y S;� City: Miami Shores County: Miami Dade Zip: 3 3/S� Folio/Parcel#: //' '?1_3C_ 4y3 - Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name(Fee Simple Titleholder):d0A.-,e Phone#: Address: /.3✓ A-14& 1,0 .S� City:_ ���_�-mss State: f G Zip: 3.3/,523 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 6�e Cu✓•z. �1l ✓� ,- D70`'��'- Phone#: Address: City: /` iG d,�r�� State: �� Zip: 3316,6 . Qualifier Name: //� 2>rr�� ��� v� Phone#: 573 State Certification or Registration#: Certificate of Competency#: L)s !3S O G)-3 e L DESIGNER:Architect/Engineer: 61 e"�r!i? (4 Phone#: Address: 7.200 -.51-1 /P %err_ City: Cria9�{ State: /-L Zip: 3 3/sem Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Ea'Repair/Replace ❑ Demolition Description of Work: _7_1a-z i[J, e, Specify color of color thr t' e: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 Signature OWNER or AGENT 10 CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this <� ` \ day of- l+wh 20 �� by day of 20 , by ytVV4A---, J1�U Lam`!, nis oersonally known to hY' ho is pprs`nally_known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: 011MY Of ARM"" • Print: Print: -State of Florida • My Comm.Expires Apr 1,2018 my . xPires Apr 1,7018 Seal: Seal: w COmmlfsion#FF 163930 "Jr� Commission N FF 163930 6i L.J APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) iami Shores Village ♦SNoC.RES Gil Building Department ��,;�„ _ � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 NrEs to o�� Tel: (305) 795.2204 �ZOR[DA Fax: (305) 756.8972 JULY 28, 2015 Permit No: WS-7-15-1875 Building Critique Review Provide complete approved N.O.A under the 5th edition of the 2014 Florida Building Code. The documents provided for N.O.A. 15-0519.05 are incomplete. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. c,N�RFs Miami Shores Village ` ' l Building Department move , I HINIM 10050 N.E.2nd Avenue Miami Shores, Florida 33138 res �y� Tel: (305) 795.2204 ��ORiDA Fax: (305) 756.8972 JULY 281 2015 Permit No: WS-7-15-1875 Buildinq Critique Review Provide complete approved N.O.A under the 5th edition of the 2014 Florida Building Code. The documents provided for N.O.A. 15-0519.05 are incomplete. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summary .k.x� OFFICE OF TIDE PROPERTY APPRA Summary Report Generated On:6/26/2015 Property Information Folio: 11-2136-013-1400 0 Property Address: 131 NW 104 ST p Owner ARNETT C HEPBURN Mailing Address 131 NW 104 ST MIAMI SHORES,FL 33150-1239 Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths I Half 3/2/0 ST 10 4T F Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,991 Sq.Ft Lot Size 9,150 Sq.Ft Taxable Value Information Year Built 1965 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Taxable Value $86,426 $85,344 $83,344 Land Value $164,440 $98,074 $44,981 School Board Building Value $140,463 $137,955 $139,080 Exemption Value $25,000 $25,000 $25,000 XF Value $21,745 $21,918 $22,091 Taxable Value $111,426 $110,344 $108,344 Market Value $326,648 $257,947 $206,152 City Assessed Value $136,426 $135,344 $133,344 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value 1 $86,426 $85,344 $83,344 Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment Exemption Value $50,000 $50,000 $50,000 Cap Reduction $190,222 $122,603 $72,808 Taxable Value $86,426 $85,344 $83,344 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Homestead Previous Price OR Sale Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). 08/01/1984 $92,000 12241-0285 2008 and prior year sales;Qual by exam of deed Short Legal Description 10/01/1980 $86,000 10906-0368 2008 and prior year sales;Qual by exam of deed MIAMI SHORES SEC 5 PB 10-47 LOT 20&W1/2 LOT 21 BLK 126 06/01/1978 $63,800 10055-1853 2008 and prior year sales;Qual by LOT SIZE 75.000 X 122 exam of deed OR 12241-0285 0884 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/infoldisclaimer.asp Version: 1 of 1 6/26/2015 12:02 PM QUOTATION ❑ CONTRACT W SECURE LEGAL TY w I N D O w s & DOORS N JOB AMENER OF PROS!4 JOB SITE ADDRESS 7855 N.W.46th STREET•Miami,FL 33166 CITY Y-()A&O ZIP, I-S-0 (305)513-0705•FAX(305)513-0704 FOLIO JOBSITE # — JWQ�jq WORK # BEEPER # CELLULAR # FAX # FAX # CONTRACTOR'S NAME PHONE # BEEPER # ADDRESS CITY ZIP a. CA;t s =MAx-A xb� AMAW < jaw . i L Gly READ BEFORE SIGNING.ONLY WRITTE AGREEMENT WILL BE HONORED. I HAVE READ AND UNDERSTAND THIS CONTRACT COMPLETELY,INCLUDING THE REVERSE SIDE, AND AGREE TO ITS TERMS. Buyer agrees to make payment in full By upon delivery or receipt of the ordered materials. LEGAL OWNER OF PROPERTY O Y DATE NO terms.No discounts. C.O.D.AT DELIVERY OR INSTALLATION BUYER'S INITIALS X By MATERIAL SE J RE WINDOWn DATE TAX DELIVERY- INSTALLATION By ACCEPTED BY OFFICER OF SECURE WINDOWS&DOORS DATE TOTAL TAX INCLUDED BUYER'S RIGHT TO CANCEL DEPOSIT "If this is a home solicitation sale,and if you do not want the goods or services,you may cancel this agreement by ' ce' providing written notice to the seller in person,by telegram,or by mail.This notice must indicate that you do not want the /3 goods or services and must be delivered or postmarked before midnight of the third business day after you sign this BALANCE DUE ON DELIVERYCi `y agreement. If you cancel this agreement(within the three days)the seller may not keep all or part of any cash down payment." Please make all checks payable to:Secure Windows ON REAR NOTICE OF CONSUMER RIGHT WHITE-OFFICE/YELLOW-CUSTOMER/PINK-ENGINEERING/GOLD-SALESMAN 0 1ENIETIDEDUJIL(IDS GIR(IDUJED 7300 S.W. 105 TERRACE.* MIAMI, FLORIDA 33156-3841 Of-_PICE 105) 663-299' 8=_E.PF:-,R 889-9695 FAX 665-0262 MECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date 7/16/2015 George Jenetopulos, Company Name Jenetopulos Group, Florida Architect #14185 Florida Firm #F000145 Description Hepburn Residence 7300 SW 105 Terrace 131 N.W. 104 Street Miami, Fl 33156 (305)6632991 Miami Shores, Florida 33150 Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175 .00 mph,--- Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epaxions = 0.13 Zmin = 7.00 ft Slo*p*e* of Roof* = 3 : 12 Slope of Roof(Theta) = 14.00 Deg • Ht#o10Jn Root Ht = 12.00 ft- Type of Roof = GABLED RHt%Rildge it. 14.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 2.00 ft A Overhead Type = Overhang engthoAlonq Ridge 55.00 ft Bldg Width Across Ridge= 50.00 ft Table X6.11* Internal Pressure Coefficients for Buildings, GCpi GCFi •09 0*:- Inte*r**n*.-1 Pressure Coefficient = +/-0.18 :too*&* :Pressure on Components and Cladding (Ch 30 Part 1) All pt6_"ures shown are based upon ASD Design, with a Load Factor of . 6 one "all = 4.8� f t 0:0*00 000 '.'Width of Pressure Coefficient 1�,o Width Span Area Zone Max Min ,1kax P Min P f /,,'Components ft ft ftA 2 GCp GCp PSf PSf ---- ---- ---- ---- ----- -----Single Hung A 2.75 5.25 14.4 4 0.97 -1.07 47.45 -51.57 Single Hung B 3.08 5.25 16.2 4 0.96 47.09 51.21 George Jenetopulos, Florida Architect#14185 7- Jenetopulos Group, Florida Firm #F000145 �.f,I-" 7300 SW 105 Terrace, Miami, FL 33156-3841 Khcc:Comp. & Clad, Tal)l' -6-3 Case 1 = 1.03 (305) 663-2991 office, (305) 479-5384 cell Qhcc: .00256*V^2*Khcc*Kht*Kd = 41.19 psf M IAM PDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiamidade.gov/economy KT I>u 10fi tri ,I". 1090 Technology Drive North Venice,FL 34275,.E 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 proposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ.may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"SSW'PVC Single Hw%Windrow—L.PLI—or APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets 1 through 13 of 13,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. M .f., `�` 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 ins ec on at tr lr ite et;hkoquest of the Building Official. This NOA consists of this page 1 and evidenc@,pa03 E I�ral -?s, s well as approval document mentioned above. .. ... .. . . . .. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI•DADE COUNTY ~ " 712Q j . . . . . ... . . Approval Dai;., P; 5 e . . . . Pagel ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation- LM", sheets 1 through 13 of 13, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. 2. 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying �" y with FBC-5 Edition (2014),dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). .. ... . . . . i i. « . .. . . . . ... . . ii . . . . • 0:0 ••• 0:* Manuel a ez,P.E. • Product Contr xaminer . •• • • •• i NOA No. 15-0519.05 • • 0 Expiration Date: July 30,2020 Approval Date: July 30,2015 0:0 i. • • • iii • • • • •« .• • • • .i o: .i. • • • iii • • . PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 140916.10 issued to Kuraray America,Inc.for their "Butacitem 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 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-51h Edition (2014), dated May 15, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19114, signed by Jaime Gascon, P.E. Supervisor,Product Control Section. I G. OTHERS 1. None. • .. . . . . ... . • ... ,,, Manuel er z,P.E. • . , • Product Contro aminer •• NOA No. 15-0519.05 •• Expiration Date: July 30,2020 Approval Date: July 30,2015 ... E.-1 ... . . . . . . • . • . . • •• •• • e • •• •• ANCHORAGE - 21.510' ANCHORAGE EXAMPLE DESIGN-P ESSURE BATING IMPACT RATING EXAMPLE FOR \28-116'MAX.O.C. FORARCH-70P VARIES PER REINFORCEMENT LARGE&SMALL MISSILE RADws-rOP }� 54'MAX.BUCK WIDTH MAX.O.C. HEADER(SIM.FOR ALL HEADER(SIM. 12'MAX.FROM I - - 12'MAX, / WINDOW TYPES) LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FOR ALL �� -WINDOW TWE.) FRAME SEAM B.SEE � �I MAX.M .C. 52-118"MAX.BUCK WIDTH SHEET 3 - i 10"MAX.FROM SEE SHEETS 1-11.4" T——__- D,SEE�._ -_ - ._ FRAME SEAM 8&9 I 1. A.SEE�-- (..1 12'MAX. T I 1 B,SEE 30"MAX.O.C. 12"MAX SHEET 3j I FIXED VISIBLE �_ -- 1 SHEET 4 _._. SHEETS I I LIGHT WIDTH - -_ - - I ) B,SEE��_ �►-30"MAX.O.C.C_. 12"MAX- C,SEE f'- _. .� A.SEE F._.. I 12"MAX. I I SHEF_T3 SNEET4f I I SHEET3 I I I j - FIXED -� / l SHEET3i._. 12 1 - EQUALLY I I VISIBLE t EQUALLY 17.718"MAX.O.C. SPACED I I // LIGHT 17-7/B"MAX.O-C. _ I j I V f ANCHORS PER 1 1 / HEIGHT EQUALLY / �_ / �__ j 1 17.718'MAX.O.C. I ! PAC 0 .L. TABLES 9-11 1 I 91.76" SPACED j I 114" ANCHOR PER L / I / MAX, ANCHORSPER I f TABLES 9-11 I I - I I TABLES 9.11 O I j 62" ° I BUCK O I 0 ! BUCK 1, _ ,MAX, HEIGHT I 04' - �__ HEIGHT -' - - BUCK __ -- AS SHOWN MAX. �4 10"MAX.O.C. /� 91.70" 10'MAX.O.C... BUCK - 10"MAX O C I X I I .{� HEIGHT X i !I L( (MAX.) X 1 1 4 1 HEIGHT X - LJ 1 - L___ _ I !. / 13-314"MAX.O.C. °'l / - -- I �y � I / _ I 13-314-MAX.O.C. EQUALLY I I SASH j 13-314"MAX.O.C. EQUALLY L_ F -. -_. EQUALLY 1 I I VISIBLE SPACED - - l SEE SPACED- I- I�_. SPACED I / j--- ' _ I ,ANCHORS PER I / t I SHEETS I / - ANCHORS PER - - LIGHT - I // ,.-- C ANCHORS PER I TABLES 9-11 _ 0&9, TABLES 9-11 1 / A TABLES 9-�i I / HEIGHT A,I I I �A II 6-V2"MAX. 6.1/Y MAX. '16412 MAX - "OANCHORS AT SILL JNO ANCHORS AT SILL NO ANCHORS AT ILL •-- b ------J 1-1/4" -�+-� SEE SILL WEEP- SA B f--' SEE SILL WEEP- B --") Ir SEE SILL WEEP- 6�-t- • '\! SEE SILL WEER - SASH VISIBLE - - 54'MAX.BUCK WIDTH +( ��..NOTCH DETAILS. --NOTCH DETAILS, • • 000 • • ••- LIGHT WIDTH NOTCH DETAILS, SHEET 4 NO DETAILS, SHEET 3 0••••: • • • SHEET 3 SHEET 3 • • • ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ••••• _ •••••LLEVATIONtFOR 1(P.EQ L LEG FRAME ELEVATION FOR_TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION • �� • • 71QP) SHOWN WITH OftiELIPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURAnoN uP TD ANCHORED THROUGH THE NAIL-FIN • _Lff _- 75"HEIGHT SEE TABLES 7-19 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) tis AIMAL NOTE%:SL°RIES 5500 IMRAIETRfSISTANT SINGLE HUNG WINDOW • • - •—� j)•rMI;P4RbDUCT HAS 61EEN E&SIGNEO&WST416-WCOMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2y.:�(1•TjFjtS ARE LVOT RE IR O WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED CLASS INSTALLATIONS ABOVE 30°IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 1 3)FOR MASONRY AP QQ❑❑ IN MIAMI-D,�!Rdl1NTY,USE ONLY MIAMf-DADE,COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 GENERAL NOTES............ •CONCRE1l'E MA50NR1•l1RIT D CONCi iiE WITH�IIN.KSI PER ANCHOR TYPE: "- ELEVATIONS....................R 1 •41?A*W,1100D BUCKS LESS THAIIIII13333331-1 t2"THICItATiE BE CONSIDERED 1X INSTg1.LgTIONS.1X WOOD BUCKS ARE URED TO PR UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS - FRAME,GLASS&ANCHOR •DEPICTED A.2X ARE 1-BI2"THICK OR GR�9TF•fi 'SND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN OPTIONS............................2 D INSTALLATION IS THE RESPONSIBILITY THE NGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). - INSTALLATION,FLANGE& •5�1CF�R EMBEDMENT TS SASE MATERMIofMALL QE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MW.EMBEDMENT.STRU TIONS..ANCHORS EQUAL N.INTEGRAL .................3 SSfF e' DBE SEALER.Q�ERALL•SEALINGlFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FIN (4 914"MAX.SHIMS AREREEI�RED A7 EA(ki ANCNt#E LOCATION W...... ERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. &J-CHANNEL......................4 71 W$IQ14,PRESSURES•• • • • GLAZING DETAILS ...................5 A.NEGATIVE DESI(W LOA*UtVSED ON SAUCTUR,L&CYCLE TESTING AND GLASS PER ASTM E1300, DESIGN PRESSURES...................6.7 B.POSITIVE DESIGN W#% WASED ON WATER TEST PRESSURE,STRUCTURAL CYCLE TESTING AND GLASS PER ASTM E1300. ANCHOR QUANTITIES.................0-10 B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS N07 BFFN USED IN EXTRUSION PROFILES........:......:11 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 ASSEMBLY&PARTS LIST...........12-13; SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE rowd se culu 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PP PfWiog with Ih. 10)REFERENCES:TEST REPORTS FTL•7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NO&ROYAL WINDOW AND DOOR PROFILES.LTD WHITE&BRONZE/LIGHTER SHADES OF Florid e ,I :g C c CAP COATED PVC EXTRUSION NOA°S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSVAF&PA NOS&ALUMINUM DESIGN Da1c ReNeed By. Dots: Revfstan: \DAM 777 i t)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.. \\��7 Nw LYNN d9//�i7 Mi..De a Pt utlgqatm l USER INSTRUCTIONS: a t yr,ENs� .F9 R.ease ar Dote: R.Walon: � - 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. "•X 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS Drown By. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE.DETERMINE YOUR WINDOWS DESIGN _ ®. Dsecription: PRESSURE FROM TABLES4.8.IT MUST EQUAL OR EXCEED THE DESIGNPRESSURE REQUIREMENT FOR THE WINDOW 1 UJ/f�.�/B, Ol, - GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. -"� (/ 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR _�j TI T a��' 9070 TECHNOLOGY DRIVE TiBef Dots: YOUR PE I PER CONDSHEEITION FROM TABLES ABL S2 INSTALLATION AND THAT ALL MIN. REQUIFOR REMENTS FIN NSTTHIS ALSHEET SETAREMET. FtOR10D;LATION. �(' � -N(9VEN)C400-soo E. FIL 5 SINGLE-HUNG WINDOW INSTALLATION-LM 05/15/15 +.. ., Series/Mode& Scala: Sheet: DrowLp No. Rsw. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FIANCE, - /A.�LVN.Iviki� .P.E. CERT. OF AUTH. #29296 �H-550O NTS 1 OF 13 MD-SH5500-01 INTEGRAL FIN OR EQUAL LEG/BOX). P.E.p 56705 TABLE 1:ALLOWABLE GLASS TYPES Design Procure Frame Glass Frame Frame Glass Type Description(Usted from Exterior to Interior) Table# Sheet#1 Types Options ConSgs. Shapes Installation Options that may be used d t6 tom' r 7 q3. 6 (see Fig 8) (see Table 1) (see Fig A) (see Fig C) ....Into 2X Wood FremelBuckalrip-sheet 3,option 1 6 7/8'Laednated I.G.:i/8"T Exterior Cap+711 i'r pace+5/16"Laminated;(2)Utse of 1/8'A Glass with.090"PVB Intedayer 4 6 6 Fla. Equal•Ute, Square/Rect., Through the frame ....Into Concrete/CMU-sheet 3,option 2 7 7/8"Laminated I.G.:3/16"A Exterior Cap+31W Air Space+5/16"Laminated;(2)Liles of 1/8'A Glass with.090"PVB Intedayer 4,6 6 (#ng• 5-18 Oriel/Prodew Arch-Top 8 of the window...... .-•-through 1X Buckslrip Into Concrete/CMU-sheet 3,option 3 8 718'Laminated I.O.:3116'T Exterior Cap+3/8'Air Space+5/16'Laminated;(2)Liles of 118'A Glass with.090"PVB Intedayer 4,6 6 8 Cottage Radius-Top 9 7/8'Laminated I.G.:118"A Exterior Cap+7/16'Air Space+5116"Laminated;(2)Liles of 1/8"H Glass with.090'SO Inlerlayar 7 7 -...into Metal-sheet 3,option 4 10 7/8'Laminated I.G.:118'T Exterior Cap+7116"Air Space+5116"Laminated;(2)Liles of 1/6'H Glass with.090"SG Interlayer 7 7 ....into 2X Wood CMU-Framesheet -sheet 3,Option 1 Box/ Equal-Lite, Arch-TRecl., Through the frame ....Into Concrete/CMU-sheet 3,option 2 11 718'Laminated I.G.:3/18"A Exterior Cap+318'Air Space+5/18'Laminated;(2)Liles of 118'HGlasswith-090'SG Intedayer 7 7 Equal-Leg 5-18 OrieVPraiew Arch-Top 8 12 7/6'Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+6/16'Laminated;(2)Liles of 1/8'H Glass with.090'SG Intedayer 7 7 (#4) 8 Cottage Redus-Top of the window...... ,,,,through 1X Buckatdp Into Concrele/CMU-sheet 3,option 3 13 7/8'Laminated I.G.:1/8"A Exterior Cap+5/18•Air Space+7/18"Laminated;(2)Liles of 3116'A Glass with,090'SO Intedayer 8 7 ....Into Metal-sheet 3,option 4 14 7/8"Laminated I.O.:1/8"T Exterior Cap+5118'Air Space+7/16'Laminated;(2)Lites of 3116"A Glass with.090"S 3 Interlayer 8 7 Through the ....Into 2X Wood Freme/Buckstrip-sheet 4,option 5 Equal-Lite, Square/R-t.,integral In...... ,,,,into Metal-sheet 4,option 7 15 7/8'Laminated I.G.:3/16'A Exterior Cap+1/4'Air Space+7/16"Laminated;(2)Liles of 3/10'A Glass with,090'SG Interlayer 7 7 J-Channel 5-8 Odevpradaw Asch Top 8 16 7/8'Laminated I.G.:3/16'T Exterior Cep-114'Air Space+7/16'Laminated;(2)Utes of 3118"A Glass with.090"SO Interlayer 7 7 (#11 8 Cottage Radius Top Through the frame ....Into 2X Wood FramelBuckslrip•sheet 4,option 8 of the window...... ••..Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the ....Into 2X Wood Frame/Suckslrip-sheet 4,option 5 8 15 MAY NOT BE USED IN Equal-Lite, Square/Recl.,integral In...... ....into Metal-sheet 4,option 7 Group Anchor Substrate Min.Edge Min. ' Integral Fin THE HVHZ ABOVE 30'. 5-8 Ori Cottage Aroh Top 8 Distance Embedment' • (#3) 8 Cottage Radius-Top Through the frame .-..in10 2X Wood Freme/Buckatrip•sheat 4,option 8 P. .Southern Pine(SG= ) 7/1 1-3/8" of the window...... ,..,Into Metal-sheet 4,option B #10 SMS Steel,A36` 3/8" 0.050" •MIN.OF 3 THREADS "A"=ANNEALED (steel,i89 S.S. Or S.S.) Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES 'H"=HEAT STRENGTHENED A Aluminum,6063-T5' 318' 0.050" SUBSTRATE.FOR "T'=TEMPERED • • • P.T.Southam Pine(SG=0.55) 7116" 13/8" STEEL STUDS, "PVB"_.090"BUTACITE®PVB V16"Ste&lllifecdh Coacret vain.2.85 Kai) 1" 1318° MIN.Fu=45 KSI8 Jr %//� 09-SENTRKURARAY AMERICA,INC. ••• •�i MIN.Fy=33 KSI. p� J.GE 4 e • UngroMU (ASTM C-90) 2-1/2" SG 090'SENiRYGLASP.T.Southam Pine(SG=0.55) 8/16" 1.9/8" "UNGROUTEDCMU" INTERLAYER BY KURARAY • #12 SINS • VALUES MAY BE BOX OR AMERICA.INC. 318" 0.050" USED FOR GROUTED FEQUAL- $ (stool,18$•S.S. Slaela91l1ti,erh653 Gr.33" 318" 0.0451"(18 Ga.) CMV APPLICATIONS. LEG PVB AND SG INTERLAYERS MAY • Or 410 S.S.) - ALSO BE MANUFACTURED BY ••• • •• • A nU 6063-T5' 3/8" 0.063" ..:.LITE ORIEL COTTAGE KURARAY AMERICA,INC. •4/4*I1teeLatacal0 •_ �+ Ungroe ,(ASTM G80) 2-1/2 1-1/4" FIGURE C:FRAME SHAPES • 114'ete rt x COnerlis(NUD.3.35 Kai) 1" 1-3/4' —BUCK WIDTHBUCK WIDTH��---►{BUCKWIDTH�— • •1/4"steel Wtracone Copra®(d1 .2.85 Kai) 2-1/2" 1314 � T I • •• • 1!4"steel UI acon P.T.Southam Pine(SG=0.55) 1" 1318" F / 1 0 3 0 114"steel Creteliex Concr,it n.3.35 Kai) 2-1/2" 1-3/4" 0 ' t7 / INTEGRAL 5 *Does w ru w 1,CHANNEL D 1/4"steA Cettellea• Ungraalst+Rtilll,(ASTM C-90) 2-1/2" 1-1/4" _ _ _ FIN • • •• P.T.$out Pine(SG=0.55) 1" 1-318 cYi U = v w • ••••1/4"steel A G for COhcrlle(mih.3.275 kat) 1-1/2" 13/8" m m J m �� 1/4'steelq(eiCpFbr Grouted CMU,(ASTM C-90) 2" 2" RECTANGULAR � RADIUS-TOP � � ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY 4pprro d es complying wllb th, BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING Florida 1 ag C mi Group Anchor SUbabetB Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM D.I. Distance Fa»bedmenC THE TABLES ON SHEETS&10. l t I n NOAH \� q Ravisad By: Date: Revision: ml e P aGKAn E 2-1/2"x.131'Common Nail P.T.Southern Pine(SG=.55) 318" 2-7/16" N(LYNN 2-112'Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 318" 2.711$' P.T.Southern Pine(SG=.55) 112" 1-318« ��. J k Ravhsd By Dote: ReNaion: #10 Trusshead SMS Aluminum,8063 T5' 3!8' O.Q5(1" =_�;' No.58705 (steel,18.8 S.S. Steel Stud,GL 33' 318" 0.0451"(18 Ga.) - - ® Dsrcdptlon: Drown or 410 S.S.) 'MIN.OF 3 - •'. � -7 5 w: GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A38` 318" 0'050" THREADS BEYOND '•'O'• 1tIIF ��' #12 SMS P.T,giwpi urmP6063-T5'ine .�) 318' 0.083" 3UBSTTHE ERATE.FOR ��TAL U,(�•'•.,FLORI�P'•��`�\` ION.OVE ICE.OFL 34275LOGY � ma ate: (steal,18$S.S. ,SUBSTRATE.F SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Steel Stud,Or.33' 3/8" 0.050" SS \ (941)-480-1600 M 410 S.S.) MIN.Fu=45 KS16 lir` �QNP�,�` Sadss/Morin: Scale: Shaer: DrowGp No. Raw SteeI,A36' 3!8" 0.050" MIN.Fy=33KSI. A. altlMILL�Frt,P.E. CERT. OFAUTli. 29288 SH-5500 NTS 2OF13 MD-SHM00-01 P.E.#56705 INSTALLATION DETAILS FOR FLANQ&!�O AL-LE O&FRAME9 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 I EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT I FRAME INTO 2X WOOD —�{ 1/4"MAX SHIM 16 tl4"MAX SHIM FRAME OR BUCKSTRIPSASH VISIBLE17 EDGE °• - SEE NOTE 2,THIS SHEET. -� ` �� EMBEDMENT � „ ❑L 19 LIGHT WIDTH � EDGE - � .'° DISTANCE FLANGE FRAMEDISTANCE a a 4 �. SHOWN H 44 BALANCE - --- - ., '' •• TVP.ANCHOR TYPE VARIES -- - -- - --- / �114'MAX - 42 WITH SASH o _. EMBEDMENT TYP.ANCHOR TYPE, SHIM EMBEDMENT AND WEIGHT 54 30 AND EDGE 2 TYP.ANCHOR TYPE, EDGE III 31 - OI STANCE PER l C� EMBEDMENT AND EDGE DISTANCE PER Q . 0 __ DISTANCE PER SUBSTRATE, SUBSTRATE, DIEDGE SUBSTRATE, STANCE I-�n n rl SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. �l /1 I v EXTERIOR 87 SHEET 2. 19 SEE TABLE 2, 18 IUJUI J q Ll\V\ IILII7 " FIXED VISIBLE F LIGHT WIDTH 20 OPT.SASH TOP FIXED FLANGE I 2 —- EQUAL VISIBLE '3T' I LIFT RAIL LEG/BOX LIGHT � J NOTE6: SHOWN � BUCK WIDTH FRAME — -FOR ALL WINDOWS: 1 ANCHOR@3.55 HORIZONTAL SECTION A-A SHOWN 49 ; 48FROM END AND AT 1)USE ONLY --- - (,Ay - 21 CENTER. SUBSTRATE-APPROPRIATE _ • �{11 :_: Jp� 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36'WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. • • �ii• •- ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2, • !••• �, - INSTALLATION OPTION SHOWN MAY d SCREWS @16-3/8' • • 14 1I13 45 46 47 BE USED ON ANY SIDE OF THE ,•• '••�_ l ! O FROM END. WINDOW. 1/4'MAX. • •••• • L—.--� �_� FOR WINDOWS WITH BOTTOM LOCKS: SHIM #10 OR#12 STEEL f ! /4"MAX. BUCK50 16 \`ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE I SELF-DRILLING SHIM HEJPHT SCREWS @8.3/8° USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE FROM END. SHEET 2.ALL WOOD BUCKS LESS � TABLE 2, F1 • •••• THAN 1.1/2"THICK ARE TO BE SHEET 2. n • I!•I a CONSIDERED 1X INSTALLATIONS.IX 'J •••• • �f•• SASh• 1••I • • EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF *000 /j • LIGHT • UNIT IS INSTALLED DIRECTLYTO • • • - 0: HEIGHT! • _ SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1.1/2'THICK - • USE EITHER OR GREATER.1XAND-2X BUCKS � Q • • OPT. 6 LATCH OR (WHEN USED)SHALL BE DESIGNED ••••••(2)1• •r� 30 j 85 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE ---- EQUAL a �1!! - • IN •_ �31r TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME o LEG/BOX V1rEEp • ••`� •• � LOCATION:8b/8" DESIGN AND INSTALLATION IS THE SHDWN FRAME • ES AT • • FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN •• E END. • OR ARCHITECT OF RECORD. EXTERIOR !•iv g ss 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl _INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 67 OPENING)IS MEASURED FROM gNCHORED THROUGH ANCHORED THROUGH 4pprevudoseemplyiugwllh M. EQUALLEG] \ 1/4'MAX SHIM BEADING TO BEADING. 0M,FitorldwgC � 111111 Ii FRAME INTO METAL FRAME INTO METAL Nsty FRAME=:,,OWN o � ONV LYNN; i�/ Revised By. Date: ReNaion: NOAN R I de Pr ues .27"X1.25" NO ANCHORS P ,tCeNSF ((cit,it ily Revised By: Dote: Revision: WEE PHOLE REQUIRED IN VISIBLE LIGHT FORMULAS W/COVER@O FLANGEOR _ No58705 2.87'FROM 38 + EQUAL-LEG WIDTH EACH END. ' ® Dew4pti— Dmwn By: • - v ►S FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI FRAME SILLS @SASH:BUCK WIDTH-8.1/2" @FIXED LITE:BUCK WIDTH-4-3/8" _A •. 7 U S'lAlE F •'.�i\ Dale: HEIGHT(EOUAL-LITE1 'n ` `. 1070 TECHNOLOGY DRIVE r'Us: VERTICAL SECTION B-B ' �s ' C0.Rio- C�` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 BUCK HEIGHT/2-3-15116" %�_s `� \ /OVAL-�,1', (841)-480-1600 — Seriea/Modek Scute. Sheet: Dmwirq No. Rev: A.LYAIIMILLER,P.E. CERT. OF AUTH. 029296 SH-5500 NTS 3 OF 13 1 MD-SH5500-01 P.E.#58705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR INSTALLATION OPTION 5 - EMBEDMENT NOTE 2,THIS SHEET, BUCKSTRIP.SEE NOTE 2.THIS SHEET. F� EDGE DISTANCE ANCHORED THROUGH INTEGRAL If EMBEDMENT FIN INTO 2X WOOD FRAME OR ---- - I/��) 114'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE vJ 16 174'MAX SHIM SHEET. - TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL � _ EMBEDMENT AND EDGE D 18 LIGHT WIDTH - a FRAME `--� � DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. o (SCREWSHOWN) 44 BALANCE _ EMBEDMENT T TYPE VARIES - 114"MAX SHIM + 42 WITH SASH a \ WEIGHT EIGHT 54 3 0 l 1 TYP.ANCHOR TYPE, DISTANCE Q 0 EMBEDMENT AND EDGE 31 n DISTANCE PER SUBSTRATE, L a I j - O I I 18 SEE TABLE 3.SHEET 2. _ I,J EXTERIOR TYP.ANCHOR TYPE, (NAIL SHOWN) -------- 87 �• INTEGRAL EMBEDMENT AND EDGE 19 - 33 FIN DISTANCE PER SUBSTRATE, FIXED FIXED VISIBLE �� O 20 OPT.SASH TOP J-CHANNEL ~� LIGHT WIDTH I FRAME SEE TABLE 3,SHEET 2. - -- SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL LIGHT FRAME 1 -?' FOR ALL WINDOWS: NOTES: SHOWN HEIGHT - - ++ I 1 ANCHOR @ 3.55" BUCK WIDTH 41 FROM END AND AT 1)USE ONLY ,HORIZONTAL SECTION Ci-C ---- 21 CENTER. SUBSTRATE-APPROPRIATE 22 I.FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. G 1 'AND EDGE DISTANCE LIMITS.ANY 1/4"MAX' • 720• _ J ,ADD ADDITIONAL MAY BE VERTICAL OR HORlZONTAI.,SEE SUBSTRATE PROPERTIES,TABLES 28 3,SHEET 2. •••••• 45 46 47 SCREWS 16-318" INSTALLATION OPTION SHOWN MAY SHIM •I, • 14 • 35 L FROM ENR BE USED ON ANY SIDE OF THE •• •• �_- WINDOW. I � FOR WINDOWS WITH ••• •\I-' '`• BOTTOM LOCKS: #10 OR#12 STEEL 114"MAX. HEAV 50 r l 16`\���ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLING �. SHIM ✓• SCREWS 0 8-31W USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE • •••• �3U F • I I FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2 8 3, � • l THAN 1.112'THICK ARE TO BE SHEET 2. iI •••• • ��0 SASH��I•,i 1 CONSIDERED 1 X INSTALLATIONS. I - • • EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF •••• /� • LIGHT ♦ �I �" UNIT IS INSTALLED DIRECTLY TO ••`•-i•• HEIGHT* i••I • USE EITHER SUBSTRATE.WOOD BUCKS •••a • • •:•• 1 B LATCH(SHOWN) DEPICTED AS 2X ARE 1-112"THICK /oo - I LO BOTTOM OR GREATER.1X AND 2X BUCKS • • OPT. }i� I fi5 LOCK(SHEET 3). (WHEN USED)SHALL BE DESIGNED � � r[j QTESTED UNIT FIN ANDIOR••(2)1" �1 • 30 63 TO PROPERLY TRANSFER LOADS LOCATION:6-5/6' -- FLANGE REMOVED INTERIOR • • � - - TO THE STRUCTURE.WOOD BUCK I�IJ�III • WEEP •`g•• •s FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD L;D�o •••NOTCHESAT"Lli END. w 0• i �. RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN • NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN • • L REQUIRED IN FRAME 7 v o SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION S OPENING)IS MEASURED FROM PP P Y 6 1/4"MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL F ram es com a 1 11a. INTEGRAL FIN BEADING TO BEADING. unit uW ug e FRAME SHOWN ��� SHIM OvIl I I 111;;1 INTEGRAL FIN INTO METAL (INTEGRAL FIN/FI.ANGE REMOVED) NO VD I o ����QC1 111- 45 1& 1 Revised By: out.: NO mp U e ProdaG CotMF .27'X 1.25"WEEPHOLE ` " .••' �� 38 W/COVER@2.87" =----- F�..• �,IGENSF'•.FP FROM EACH END VISIBLE LIGHT FORMULAS No.58705 '•�< R•Wsed By: Date: Revleloo: Y ' TYP.ANCHOR TYPE, �� -------- EMBEDMENT AND EDGE _� EDGE DISTANCE WIDTH DISTANCE PER SUBSTRATE, _ 1 @SASH:BUCK WIDTH-6.1/2" •Ci v l s rc= ® Dastdmk.. Drawn By: SEE TABLE 3,SHEET2. �I EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-318' %�) /7AO/oF :� u, J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) (7�''• S E �\ HEIGHT(EQUAL-LITE) 1070 TECHNOLOGY DRIVE TBe: Data: ANCHORED INSTALLATION OPTION 5 VERTICAL.SECTION D-D BUCKHEIGHTR-3-15116" 'i���`���PVAL G,e\�?`` I N• VE ICE,16442275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 l I 1 I i I i.i i 1%941)-480-16 BSedee/LMode1: Stela: Sheat: Draw(ng No, Rer. INTO 2X WOOD FRAME OR BUCK- A.LYNN MILLER,P.E. STRIP.SEE NOTE 2,THIS SHEET, P E g 587 - CFRT, OF AUTH. #29296 SH-5500 NTS 4 OF 13 Min-SH5500-01 718'NOM. .. 718"NOM. I---_ 718'NOM. 718'NOM. 7/8"NOM. 5/1S"A/A PVB 5/16"A/A PVB 5/16"AIA PVB I 5116"A/A PVB 5/16"H/H SG 7/16"AIR SPACE--\ 7/15'AIR SPACE 3/B"AIRSPACE 3/8"AIR SPACE 7118"AIR SPACE- 118"AGLASS 118"T_GLASS 3/16"A GLASS 3116"T GLASS 1/8"A GLASS gmERK)R a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, StERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR- SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER .Y GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 718'NOM. 718"NOM. 7/8'NOM. I__-- —►{ 718"NOM. 7/8" OM. 5116"H/H SG 5116!'H1H SG 5/16"H/H SG I 7116"A/A SG'— I 7116"A/A SG 7/16'°AIRSPACE--\ 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5116"AIR SPACE 1/8"T GLASS-----\ 3/16"A GLASS- 3118"T GLASS \ 1/8"A GLASS 1!8"T GLASS EXTERIOR• aEXTERIOR - .EXTERIOR 1• �EXTERIOR �EXTERIOR 00 O'JURASEAL, • DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPjj� t ERSPACER qP• 4j° ' SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CP!tella>�L SPACER CARDINAL SPACERM-1 CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER_iKE .' •GLASS T`FPE46e GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 .••••• •9- • .• •. ••••• • 9• 000096 - 718"NOM. 718"NOM. ••••• • 9-9.0 - 0000* • • • • •••• •••9.9 7/16"A/A SG 7/16"A/A SG _ • ' ' so** 1/4"AIR SPACE— 1!4"AIR SPACE 0000•• • 112"NOM.GLASS GLASS TYPES 9 THROUGH • 76 R�'I�Q 1 6• 'ITE TYP. 'i6 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH•• 0 0• EL OR 10 764 •INTEGRAL F NNFRAME5 a EXTERIOR a EXTERIOR 72 •••••• •-9 • • DURASEAL, DURASEAL, 000* GLASS TYPES 5.7,9.11.13 SUPERSPACER OR SUPERSPACER OR 91 - ' 8 15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZABOVE 30'. CARDINAL SPACER CARDINAL SPACER - - APProsedas complying with th. GLASS TYPE 15 GLASS TYPE 16 �Iadae ai r-4c --- ,Vete 38 30 kit I I 1 11, — 3i0Af1_ /i Revieed W., Date: Revision: -M ml U e Prodad' N! LYNN Lj/ ��`-_-..-' \.Q'-• .. ,��� Revised ey Date: Revialon: o Na 58705 GLAZING NOTES: _ • "A"=ANNEALED /'WSWAE! .= ® Deserfption: DmwnBy:TYP.GLAZING DETAIL 'H-=HEATSTRENGTHENEO - a .w ' w GLAZING DETAILSROSOWSKI "T"=TEMPERED �� <./ 'PVB'_.090"BUTACITE®PVB BY KURARAV AMERICA,INC. 1070 TECHNOLOGY DRIVE TiBe: Date: SENTRYGLAS®BYKURARAYAMERICA.INC. ��'�� '.F,COH\OP (•� N. VENICE, FL 34275 ss SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ,ONn� ,, (941)-480-1600 ' FOR LAMINATED GLAZING COMPONENTS.SEE TABLE 1,SHEET 2. � �t���t5 U81 iER P E. Senee/Modek - Swle: - SrieeC. Orawfng No. Rav: P.E.1F SB705 i CERT. OF RUTH. 029296 SH-5500 NTS 5 OF 13 MD-SH5500-01 TABLE 4: TABLE 5: - - TABLE 6: nPrae6uro,Wa `' tlabr0 sun Oleg NPe• Des rrse DeWpn tm Pl6se ,lt111ta alar NPe• Design Pressure,IbalM7 m 816 !.. Rai• fi,i a a 614.11.0 Nn/.Law0ucr0llm l Rase,(in) k WAh broken Range +65.01-70.0 N-50.0 R2 ti48., $2.125 saw L•wl 236 Eq wdd. 11.394 +05.0 .70.0 445.0 -roA R•Int.L R1 Far ad vAndow 6 sash seas st.,dwCollage 1617-15.070 •05.0 .70A +650 -700 go Far 40 WAd07r ON sash SINS SEE TABLE 9,SHEET 8 FOR 2e Eaul44e 1.1103-14.516 +65.0 .106 •05.0 -70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Stale.Plebe 11.377.11.682 •05.0 -10.0 +05.0 -10.0 .ANCHOR GROUP AND QUANTITY. T w 23.517.25560 •65.0 .70.0 .05.0 • . SIenO.d Cesay 20.ead-20.616 +65.0 .700 .650 -780 31.375 Egaslte 11.517-20.951 105.0 -70.0 +550 -70.0 StaM.dpwAavr Ie.517.17.516 -85.0 •70.0 +06.0 40.0 o SM,,tai 17377-II31 -05.11 -70.0 +05.0 400 T.M.1 0.503-31.911 .GSA .70.0 +65.0 .70.0 Cash.$ip 20.617.27.582 .050 .70.0 .05.0 .70.0 0 SleMxd Conga 7!.577.20.510 -650 -ra0 .05,0 .70.0 HEADER 44 EQ.141. 20,617-23.516 -05.0 •10.0 +05.0 •0..0 HEADER 23 Sland.d P,,Aw 17s17-20.619 4060 -70.0 .06A •70.0 23 Calan 9ks 14.617.17.619 +06.0 -ra0 .95.0 -70.0 Slplut 11377.1-510 .650 -70.0 .06.0 •70.0 E 7.169 31561.35.911 -We 100 -6s.a •70.0 standard CaxeW 20.517-31.592 +650 •70.0 .650 -roD e MEETINGRAIL Eq.Wk. 20.517-29.618 +95.0 -ro0 •6so -roA o - MEETING RAIL e 49. SlaMud P-4.r 17.517.20.516 +05.0 •100 .65.0 ro.0 26 - V,--- Cae-sire 1.517-17.5.8 .630 .10.0 +05.0 -70.0 27 Cwlo.Sea 12L511-14.510 -65.0 -70.0 .65 0 -70.0 EXTERIOR Shodast 11377-12.516 +050 -700 -85.0 -70.0 -- EXIERgR 0 rabst 33100-375a -05.0 -70A .06.0 -70.0 b • G•• pp SI•Mad Wtspe 20517.33.207 .050 .700 sSA •70.0 23 O p I 23 n Ep.L81s 7!617-20616 -65.0 -roA. -89A -TOA JAMB �I, :40990: • J(M20• • • •• Cwb.Sire 20517.23.510 7550 -70A 7660 .70.0 •••••• • • 4&0gb EXfERIDR SASH • 70 • • • XTERIQR SASH - BC..txd Sh-wv 17.517-20.610 +015.0 -700 405.0 -MA •••••• �(�:-1 � HEIGHT - Cwloln sire 14.517.17610 +es.o -10.0 .•.0 -70.0 C.J • ���� HEIGHT • :04100 • • • • C.1-sea 12.517-14.618 -17$.0 .70A -65.0 -ro.o • • • 8halal 5/.377-12.sie -06.0 -70.0 .60.0 -70.0 1 • • • •••• TWs1 30.50.41.841 -65.0 -70.0 .BSA -10.0 • 8 sten�dconap. 31.517.35516 .45.0 -106 65.0 -71.0 23 4 4 4 4•• •• • •,go*23 1; 28.511-31.510 .ilii-V--0 •70.0 _ ••••• • •• •••••• St.drd PraA- 23.617-20.516 -650 -700 05.0 -700 SILL • • SILL D 'dir- ••••• • •••• .' Cwlo.Sire 10.517.23.610 465.0 .70.0 +Bao .70.0 •••••• • Cwta.sire 0877.203. 4e5.0 -ro.o .eso •roA • • • • - costa.sire 14517.able .85.0 -70.0 +85.0 46.1 •••••• - • • - - c sGa.Sire 13.017.14.510 -65.0 -MO -85.0 d7 3 • • • •• sl alest 11664.13016 -05.0 •70.0 -850 AS -_ - - Tpasf 39.517.41.814 -65.0 -70.0 -65.0 -70.0 c - • • • • Cask.Sire 39.677.39.656. 485.0 -ro.0 •85.0 -70.0 Equel47e 35.517-3051 +BSA .70.0 -85.0 -70.0 • • •• • •• ro0 •es.o •10.0 SECTION DETAIL FOR WINDOWS WITH • SECTION DETAILrO.2 WINDOWS WITH 75 Cwknnsir. 32.517.33.516 +050 _ •••••• s.nmdPaAaa 20.517-3x370 .6s.o •roo .es.o •ro.o LEVEL R2 REINFORCEMENT&GLASS TYPES 6,6_7&8 LEVELRfi I E� 1 ORCEMESJT&G1ASS TYPES 5,6;7&8 gME1NSORCEMENTS SHOWN IN FIGURES ABOVE c,Ww etre x.517-25.516 +65.0 .70.8 -66.o ass (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& s7.d•N x.616.253!0 -es.o •700 .650 76.5 APPLY 70 ALL FRAME TYPES 8 CONFIGURATIONS) E9.10e 36.511.41644 -05.0. -roA •es.o -10.o CONFIGURATIONS) 64 Cwto.Sire 35,617-30.510 •85A .70.0 +s5.0 -073 •LIIPro19d 07 complying,NK4 M. Sl.dad 20!94!30 33.01.35.516. .06.0 -70A •65.0 -WS Findda 11 In#C 4 87.70 T Wst HAM 485.0' -7oA .05.0 603 Dxlc ` SEE TABLE 10.SHEET 9 FOR ANCHOR GROUP AND QUANTITY. NDAN +111 771 Revised By. Dine: Radslow M fiatI D It Prod9W ' NY.LYNN M-1ee '' Dy.CI�J F�-.• �ICENSF''•.Fp rJ RaWsed By: 9614: . Revisbn: /// No.58705 '. NOTES: - ® Dase7lptlon: m BK 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR.INTEGRAL FIN. , E Wis. u �s .' DESIGN..PRESSURE TABLE - J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. - 'CA .c/ORIw' .•' ��54'U' -1 N°`ENI 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN SIS'/ (941)-480-1600 - �) Sales/MoWL Scab: SheW: D7oM1p No. Rer. ON THE TABLE, A:1-xryl4aaR P.E. SH-5500 NTS- 6 OF 13.. MD-SH5500-01 - P. 8705 CERT.OF AUfH. X29296 TABLE 7: TABLE 8: 4444- merTyp• eal •s.h Height Dealprn Pesuro,Ib61R2 Glaw Type adlmaw6 awn HYdx DevIRn Pesunlbe h 912 78 bNdplim R13&14 blw p ONWOoHukWdlOe) Relnl.LoNf bpMR9RneC) VOdon auNd0n a1M.Lw.I r"nRwn o 40 49 52725 51 a up040 49 62.125 1 54 3 IB 21 1 72 38 23.5 EwMile 11.384 +70.0 •1100 -70.01-110.9 +70.0-110.0 -70.0-110.0 23.5 E4uY41. 11394 -70.01-110.0 +70.0-110.0 -70.01-1101 +70.0•770.0 +70.0710.0 •7040-770.0 •70.0-110.0 +70.0-770.0 SMroad mw 14.517-15.070 +700 •1100 +70.01-110.0 +70.0 -710.0 +70.0 410.0 Slaroad Coea9e 14.517-15 070 •70.0-1100 +700•110.0 +70,0•770.0 +70.0-110.0-+711.D-11D.0 •70.0-110.0 +700-110.0 •70.0•110.0 26 EyY41a 11.!413-74.510 +70.0 -7100 +70.0-710.0 N0.0-110.0 +70.0•110.0 2B C-puaNBe 91.143.14.615 •10.0.110.0 NO-0-110.1) .70.0•110.0 +70.0•110.0 •70.b-710.0 .70.0-1w.0 +]0.0•1100 .70.0-110.0 sbroxd R'0.7ew 11.377-11.502 +70.0 -1100 +70.0-110.0 +70.0•110.0 .70.0-710.0 Slandard Praiaw 17.377-11.592 •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 -?0A 141LO O HEADER Tribal 23.517-25.'96 +70.0 -1100 +70.0-710.0 .70.0.110.0 +70.0 -110.0 744.[ 23.517.25285 +70.0-170.0 +70.0 11'70. -110.0 +7O.D-1100 +70.0-110.0 •70.0-110.0 •10.0-770.0 N0.0-110.0 0-pe 20.050.23.678 +700•110.0 +70.0•110.0 +70.0•1100 +700-710.0Slaro4rdC60ap. 20:076.23.518 .70.0-170.0 +70.0 -110.0 •70.0-110.0 •]0.0-110.0 +1040-110.0 +70.0•110.0 •700-710.037.3]5 Ewa.. 17.517-20.957 +700-1100 +70.0 4 00 .700-110.0 +70.0.100.0 37.375 EWY4t. 17.517-20.957 +70.0-710.0 •70.0 •110.0 +70.0-7100 +70.0-110.9+70.0•110.0 a/11.0-710.0 +70,0-iw.0SIMWerd P-4- 11.517-17.516 +70.0•110.0 +70.0-1100 -70-0-110.0 .70.0 410.0 8laroardPru4ew 74.517-17578 N0.0-110.0 +70.0 -770.0 +700•110.0 +70.0 •110.0 +70.0.110.0 •70.0•110.0 +70.0-110.0alsaleY 71.377-14.516 +70.0 -iloo +70.0.-1100 .70.0.107.0 +70.0 -103.0 SWelt11.31714.516 +70.0-110.0 +70.0 -110.0 +70.0-110.0 +70.0•Il D. 70.0 410.0 •70.0-707.0 +70.0•903.0 Telbl TT.6B3.31.911 +70.0 -1100.-70-0 90.0 +70.0 43.0 +70.0 -90.0 TOM 27.603.31.911 +70.1-110.0 •70-0 •170.0 •70.0-170.0 •70.0-170,0 .70.0-710.0 +70.0 40.0 170.0 43.0 -7040 40.0 fft..d las SW 20.517-27.362 +70.0 .110.0 .70.0 450.0 .700 110.0 +70.0-110.0 Cud-Bh. 28.517.27.682 +70.0-170.0 +70.0-110.0 .70.01-110.0 +70.0-710.0 •700-H D.O +70.0-1100 +70.0-110.0 +70.0•110.0 Q O MEETING RAIL xd041a9e 23.517-28.518 +70.0 .110.0 .70.0-110.0 +700-1100 +700-110.0 Slandard Cwe9e 23,517-20.514 70.0-110.0 .70.0-7100 •70.0-110.0 +1041-110.0 +700-110.0 +70.0-110.0 •70.0-110.0 +70.0-110.0 0 0 44wYMe 20.517-23.$10 +70.0 -110.0 •70.0-11%01-70.0-110.0 •70.0 •110.0 44 Epud4M 20.617.23318 +70.0 4100 +70.0 -170.0 •70.0•710.0 +700-110.0 •70.0-711.1 +7&10-770.0 +70.0-710.0 •70.0•110.0 27 xd Ro*w 77.517•x0.610 +70.0 •110.0 +70.0'AM .70.0-110.0 .70.0.110.0 91eMard Proiaw 1].51]•20.518 •70.0-150.0 +70-0.110.0 +70.0-110.0 +70.0-110.0 +10.0-110.0 •70,0-770.0 +70.0 410.0 +70.0-710.0 DgERIOR tan Sim 14 517-17.516 .70.0 .110.0 +70.0•110.0 +70.0-1100 .70.0-110.0 Cud6m 9h. 14.517.17.518 •70.0-1 00.0 +70.0-110.0 •700-110.0 •70.0 AMD •70.0-71D.0 -700-110.0 •70.0•110.0 +70.0-110.0 n 0 rorle.[ 11.377.14.516 +TOA •110.0 .70.0-110.0+70.0.107.0 +70.0 -103.0 917.11441 11.371-14.616 +70.0-110.0 •70.0-710,0 •70.0-170.0 +70.0-110.0 +70.0-910.1 +70.0-1100 +70.0•10].0 N0.0-103.0 �/ 0 O Ts8w1 37.589-36.911 +70.0 -970.0 +70.0 49.0 +70.0 -w-0 470.0 40.0 TsIlM 31.503-35.011 -7D.0-110.0 •70.0-110.0 +70.0-110.0 •70.0-170.0 •110.049.0 +70.0-43.0 •70.0 90.0 25 Codapa 9.517.31.582 .70.0 •170.0 +70.0 410.0 .70.0-110.0 70.0-170.0 8laroardCwa9e 26sp-31.662 •1040-111).0 •70.0 410.0 +70.0-110.0 N0.0-710.0 *70.0-110.0 +70.0-110.0 +70,0-110.0 +70.0 490.0 JAMB Egval4e 20.517-25.519 +70.0 .190.0 +70.01-110.0 +70.0-110.0 +70.0-110.0 EWY-IN. 20.517-26.516 'N0.0-110.0 +70.0-1100 +70.0-770.0 •70.0-110.0 +70.0-110.0 +70.0-1100 •700 410.0 -70.01-110 0FXTERgR SASH 4S Sbroxd Pro" 17.517.2D.510 +70A -110.0 +70.0-110.0 +70.0-1100 .70.0•110.0 46 Slandard Probw 77.517-20.518 +70.0-170.0 •70.0-110.0+70.0-170.0 N0.0-1100 •70.0-110.0+70.0-110.0 +70.0-110.0 .70-0 .110.0 a HEIGHT Watam Sea 14.577-17.518 +70.0 -710.0 +70.0-710.0 +700 -110.0 +700-170.0 CudOm 804 14517-17378 •70.0-110.0 N0.0 -170.0 +70.0-110.0 +70.0 4WO +70.0-110.0 +70.0-110.0 •70.0-110.0 •70.0-110.0 I cwla6sh. 1231-14sle +roo -110.0 +1040-110.0 +70.0.110.0 .70.0 410.0 Cer6mah. 1z.577.14ste +7040'-1070 410.0 410.0 •700 4110.& .70.0-7100 .70.0-100 .700•100 •7044 4wo woo 410.0 SECTION DETAIL FOR 1`II SWdeil 11.177-12.510 .700 -770.0 •70.0-110.5 +70,0-110.0 +70.0-010.0 c anal..[ 11.77.12614 •70.0 110.0 .70.0-110.0 •70.0 411&.0 N0.0-10.0 •70.0-1700+10.0•110.0 .70.0-1100 woo-1100 WINDOWS WITH 0 1 TYlesl 33.208-37.590 +70.0 -710.0 +70.0 400 .700 -Bio +700 .90.0 1! 7.7-71 33.208-77.638 +70.0-110.0 +700-710.0.+70.0-710-0 +70.0-110.0 +70.0 110.0 +700 400 N0.0 910 *78.0 -00.0 -- Slaroxd 7-93.207 +70.0 -710.0 +70.0-no +70.0.1100 +700•1100 Z Stsr"dCala0e 26.517-31207 +70.0-190.0 +70.0-tto.0 w0.0-110.a +70.0-190.0 •70.0-110.1 +70.0-110.0 +10.0.•110.0 +70.0-910.0 LEVEL R.�7 REINFORCEMENT 25 9� E*A 23617 618 470.0 110.0 470.0-110.0 +70.0.110.0 +70.0•110.0 Eq.441a 23,517-26.516 +70.0-090.0 •70.0 110.0 •700•110.0 +10.0-170.0 •70.0 110.0 •78.0-110.0 +70.0.1100 +700-710.0 &GLASS TYPES 9-16 - •i !� O.W.Sy• 20.y�23.516 .To. -1100 o.110.0 .70.0 410.0 +70.0-11010 - cust maps 20.517-23.518 eao-10.0 +70.0 110.0 +700-110.0 .70.0-170.0 47.1.0 110.0 •70.0•1ao +7.144•1tlo woo-170.0 (REINFORCEMENTS SHOWN SRL O 3Mroxd Prodew 17617-10.516 +70. -1100 +70. -110.0 +70.0 -11ED +)0.0-110.0 49"� S1.0ard Praise! 17.517-20.518 70.0 -110.0 70.0-110.0 •70.0-110.0 &70.0 1100 +70.0 170.0 +70.0-110.0 +70.0•1100 •70.0-110.0 8 IN FIGURES ABOVE APPLY •� Cwtomsla. 14sn 47.518 +700*00 +70 -110.0 +70.0-710.0 +700 410.0 ; CudemShe .14.517-71518 +1040 •110.0 .1040 AWD +70.0-vo-o -70.0-10,0 •7040 410.0 -7.140 07.1.0 +7040•110.0 •1040-771.6 T®gLLFRAMETYPESS •If! • CwPom3 l-14,610 +LOA 410.0 +70.0-110.0 +70.0 410.0 +70.0•110.0 C1sbm She 12.517-14.616 +70.tl-1100'•70.0-110.0 •70.0-1100 .70.0 A110.0 +70.0-119.0 +70.0-110.0 40.0-110.0 •70.01 AW.0 CONFIGURATIONS) I• Stlsdasl 11.377-12610 .70. .160 +70. .110.0 +70.0-110.0 +70.0 410.0 3lorbsl 11.317-12316 +70.0-710.0 +70.0-710.0 +70.0-110.0 +70.0 410.0 +700•119.0 +70.0-170.0 +70.0 410.0 •70.0-110.0 c ITV TYIMI 34517•/1.014 +70.11J7'�0 +�. •110.0 +70.0-110.1 +700-710.o TwMI 30.577.41.641 NB.O-710.0 +700-110.1 +70.0-770.0 -7040-110.0 +70.0-110.0 +70.0•710.0 •70.0-110.0 N0.0-105.7 SMrowd Catg4 31.517-35.515 +Mo 410.0 .70-0 •110.0 +70.0•110.0 +70.0-110.0 Slerosdcwa0e 31.517.36.518 +78.0-110.0 70.0.110.0 •70.0-770.0 +70.0-110.0 1711-110.0 .70,0-110.0 +70.0-100.6 .7&0.103.0 • •• E01WN,i. 26.577.31.618 +70.0•1.1) •�.•-10.0 +70.0-110.0 +70.0•110.0 EWY48e 26.517-31318 +70.0-170.0 •70.0-910A +79.0-110.0 +70.0-110.0 .70.0-170.0 +70.0-110.0 +70.0 -707.9 -70.0-102.4 ••• SleroxdR .St-28.519 +70. -110.0 .70.0-110.0 +700 -110.0 -70.0 -1100 SI9roaM PrMsw 23.517-28.516 +70.0•110.0 70.0-910.0 +70.0-1105 +70.0-910.0 +70.0-Mao +70.0•110.0 40.0-110.0 -70.0-705.2 •62 Cwmm Sim 20.1-23.518 +70. -7 0 + 410.0 -70.0-110.0 +70.0 -110.0 62 Cuddm She 20.517-21518 +70"0•110.0 +]O.1)-170.0 +70.0•110.0 •70.0-110.0 +70.0-110.0 +10.0-170.0 *70.0-710.0 .70.0-107.0 ••• Gabm 5�w 17.5120.570 +70.0 .0-710.0 +70.0-110.0 +70.0 410.0 WdOm She 17.511-20.578 -70.0•1100 •70.0-110.0 N0.0•1100 +70.0-770.0 +700-110.1 -710.0 +70.0 -110.0 •700-109.1 0rsbm MM 411066 17.510 +706-110.0 +70 410.0 +70.0•1100 +70.0•1100 C4dom Slee 71.517-17.516 -70-01-1`108 •70.0-110.0 +70.0-110.0 -]0.0-106.0 +70.0-102.6 +70.0 4DO-5 •70.0-100.5 +70.0-1W.5 • • Custom Sw 13.01114.518 +R1.0 YO•i3.0-110.0 +70.0-110.0 47x0-110.0 cldom 9hs 13117.14510 40.0 Mill +70.0-110.0 +70.0-106.2 •70.0-100.] +70.0 97.1 ND.O 94.4 40.0 -04.4 -70.0 44.4 • ••• 51x11-71 11.664.13.070 +70.0•7110.0 +70.0.110.0 -70.0•110.0 -70.0-110.0 8014..1 11.864.13.016 +70.0•110.0 •70.0 •110.0 •70.0 402.8 +70.0 -07.0 +70.0 43.3 +70.0 90.1 +70.0 -00.0 +70.0 40.0 • XTd.1 -18.577.11.841 +7 -110.0+TOA•110.0 +70.0 •110.0 1-7141 39.617-41.611 •70.0-711).0 +70.0-710.0+70.0-170.0 +70.0•110.0 .0-10.0 700-110.0 •70.8-109.6 +70.0 -06.0i '•17-39.510 +TO -/ 0 . .0•1100 +70.0•110.0 -70.0•110.0 CsumSh. 3B.St7-39.518 +70.0-110.0 +70.0-710.1 +70.0.110.0 •70.0•110.0 •70.0 -110.0 •70.0 41C.D +70.0-141.7 40.0 46.3 a • 35.51,-38.516 +70A-110.0 .70. -1100 +70.0-570.0+7040-110.0 EWA.[. 35.517-36.510 -700•110.0 +70.0-110.0 +70.0-110.0 .70.0•1100 70.0-110.0 •70.0-170.0 •70.0-700.4 +70.0 -05.0 75ix! •3017.35.510 +7�-110. 1'0.0-110.0 -70.0-110.0 -70.0 410.0 75 Cwlom She 32.517.35510 70.0•110.0 •70.0-110.0 .70.0 -110.0 -70.0 -70.0 -110.0 +700-110.0 .70.0-100.7 +70.0 -05.2ramw 29.517.32.614 .701.1.0 79�-110,0 +70.0•110.0 +70.0•110.0 Stsodard Rataw 20.617-32.518 +70.0•110.0 70.9 41.0 +10.0•110.0 +70.0 -710.0 !70.0-110.0 +70.0•108.8 70.0 46..4 -70.0 46Aia 17-29.518 .70.0 I1Q0 M-110.0 +700•110.0 +70.0 •110.0 QROmSha 20.517-29.616 +70.0-710.0 N6.0-110.0 +10.0 48.1 •107.9 +70.04 +700 9040 +700 90.1 70.0 48.4 N0.0 98.4 51-26.518 +70.0-1 too 70.0.1100 70.0 410.0 -70.0 -110.0 SDodesl 25.516-20.516 -70.0•110.0 •70.D-110.0 +70.0 .104.6 +70.0 -09.1 •]0-0 -05.9 +.1040 92.4 •70.0 92.4 .70.0 42.e 39.517-41.611 +10.0-710.0 -70.0-110.0 700-110.0 +70.0 -170.0 EWe-16e 30.517-47.611 70.0-110. . - . . -10.0 N0.0-1100 -700-110.0 +70.0•109.8 +70.0 48.7 •70.0 -01.ize 35.617.38.516 +70.0 -110.0 70.0-710.0 +7010-110.0 70.0-710.0 B4 Cuslam8h. 35.517.38.516 •70.0-1100 70.0•110.0 70.0-707.9 +70.0-102.1 -70.0 -08 •70460 40.0 464 +70.0 91.5 alew 33.818.36.516 +70.0 •170.0 70.0-110.0 +700-110,0 +70.0•1100 Slaroad Plal.w 33.816-35.516 .70.0-170.0 70.0•110.0 N0.0.102:6 +70.0 97.0 •70.0 43.3 •70.0 40.1 •70.0 40.0 +700 40.0 91.78 TWWl 41.&4 +70.0 410.0 -70.0-110.0 +700-110,0 +70.0-110,0 97.78 7.0.91 49.844 -711.01-111001+70-01-1110,01. •70.0-1DZB +70.0 97.0 -70.0 43.3 40.0 -00.7 +70.0 -01).0 40.0 40.0 �D111'9VCd as complying with Hu FIO71d0 410.109 ade �( SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. - - D3to 1 a �o,v1 LYNN Ra97oed W. Dote' ReWalon: \13,611 Un sY7oQuNC `�oNY.......,Mid \�P,,�•.• 1�CENSR '�(`P ��/ ReefaadBy. Data: RsvlNoo: 9Y,. _ Nn.58705 _ NOTES: _ ® Descrlption: - pOWn W. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. .."�)•i"• Fj I$ DESIGN PRESSURE TABLE J ROSOWSKI F .1/ 1070 TECHNOLOGY DRIVE 17ths. 1TF OF / >. Dote: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ., :'C�". �'<OatUP,.•' ,a,: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 3,!I /SSloiq13,), (941)-480-1800. Siders/Model: - SeoN: SRes7: OrdlWrp No. Rev: ON THE TABLE. V �.Qly iMILLER'PE. r CERT. 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� - • •ii1•• •• • •• •• • • • i • ••••• • •• ••••t• • - 1.872" -� 1.641" • ••• • • •• • i • - •i' iT 1,215" 2.100• --� 1A72• �{ 1.565" T 1.378" 2.178" �� ui 065" 10..065" •i S7E" •:•••to o•t•!• • •j• -.974° Q 1�_^ .590' .050' - .471' dr�590" ".0 - • .035" � 070�� .070 .050 •tai 1.231"F X i•••. -� .sem I-� .060 14 MEETING Rl�{4•• • ��1 ED SASH RAIL 17. COVER BALANCE 18 SASHSTOPI LIFT RAIL LIFT RAIL BEVELED BEVELED SCREW OVER 19 NTERLOCK 20 N ERLOCK COVER 21 INTERLOCK - 22 INTERLOCK COVER APpm"ss complyicg whh th" Florid.Bolding Cods Revised By: Date: Revlaion: 316" ,300. - �tyY LYNN ti/7 // - Misml Dade Pmdad Control i .86`4" � .175 - .. _ \��� \\ GE<\S (�C•" % By.- F..• Revised By: Date:. - Revision: .754" :750" _ >` No.58705 .035" -�{�� .025" -- -F-- ./, ® Description:. Drown By: LAMI IG ExrRuoeD - sROLLED "�% -/XaPir' WINDOW EXTRUSIONS J ROSOWSKI 72 - 81 82 ;0 �7 !1! BEADING SCREEN FRAME. .SCREEN FRAME (� - A.t 1- _ ((/ 1070 TECHNOLOGY DR[ RNs: Dote: .F<ORO ?, N.'VENICE.FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 nL (C`✓ (941)-480-1600 Series/Abdel: Scab: Sheet: Drowb9 No. Rov: A.LYt4 1418 CERT..OF AUTH. x!29296 SH-5500 NTS- 11 OF 13 MD-SH5500-01 TABLE 12: TABLE 12,CONT.: Bill of Material BIII of Material,cont # Part# Description Material # Ped# Description Material 1 20101 ng a Hung Frame ea &Jambs anne P 46 72 Auto Lock echaniam C tee, 2 620102 Single Hung Frame Head&Jambs-Flange PVC -46--T20198&9 Sweep Lock Cest Znc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Carer Assembly Cast Znc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX#6 x 1"Ph,FH SOS(Auto and Sweep Lack Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Znc 6 620106 ISH/DH Frame SIII-Flange PVC 60 976X34PPA #6 x 3/4"PH,PH SDS(Keeper Screw) SS 7 620107 SWDH Frame Sill-Fin PVC 61 420181 UR Beveled Tilt Latch Corner Key PVC 8 620108 SWDH Frame Sill Equal Leg/Box PVC 62 420182 UR Pull Rai,Tilt Latch Corner Key PVC 14 620131 Fixed Meeting Rail PVC 53 7834PHFL #8 x 314"Ph.FH SDS(Comer Key Screw) SS 16 620129 Sash Rail(Sides,Top&Bottom) PVC 64 420183 'nit Latch PVC 17 620134 Balance Cover PVC 66 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 At 67 420186 Plastic Tilt Latch Finger Pull PVC 20 620144 1 Pull Rail Interlock Cover PVC 68 720192 IMetal Tib Latch Finger Pull Cast Znc 21 620157 IBeveled interlock6005 T5 AI 69 420180 1 Pivot Bar Comer Key PVC 22 620145 Beveled Interlock Cover PVC 60 720208 1 Pivot Bar SS 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Znc 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Bash Pull Handle With Latch Assembly Cast Znc 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 65 7834FPT #8x 3/4"Ph.FH SDS(Pull Handle Screw) SS 27 820154 HD Npting Rail Reinforcement. 6005 T5 Al 86 420188 Bottom Latch Strike Plate Cast Znc 30 61644 Weatherstrip,.187'x.270"Fin Pile - 67 978586 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS • Q300 INLIathMstrip,.190' am Bulb Flex PVC 72 720135 Lam,I.G.Bead PVC 32 461719 Weatherstrip,.187"x•220"P*lyPIle 74 Backbedding,GE 7700 or Dow 791 Silicone 0"1 061825 m IM906p,Plug, 0'Fins al 76 71646N ISetting Block(7/6'x 1"x 11811),85+1.6 duro. EPDM 455 78XIMM 118 x 1"Ph.PH SDO(IniiedoclaMounting Screw) 76 Quanex SuperSpacer nXT with Hot Melt Butyl Composite 03 78X3THPX #8 x 3"Ph.PHS Rail Screw) 4108S 77 Quanex Duraseal Spacer Composite 4115W •TI669SP Meeting all Screw S*Prlelilate 8063 T6 At 78 Cardinal XL Edge Spacer Composite 04 •0720210 Weee Cover PVC 80 61012 Extruded Screen Frame Alum • 40 72OX)0= Constant Force Balance 81 61011 Roll-Formed Screen Frame Alum 41 k4Ph.FH V3 TM korce Balance Screw) SS 82 7CKGL821 Screen Corner Key for Extruded Frame X 4 PVC 42 • Spiral Balance 0090 83 47042 Screen Corner Key with Pull Ring X 2 PVC • 3 20205 Spiral Balance S Nylon 84 47041 Screen Corner Key without Pull Ring X2 PVC • 44 78X114FPAX#8 x 1-1/4 Ph.FH SMG(Spiral Balance Screw) 410 SS 85 7CASPM Tension Spring SS • • • e 86 61818C48 Screen Cloth Fiberglass • • •• • •• 87 61635161614 .140"Screan Spline(Machine/Hand Rolled) Vinyl +VProvcJ as complyinx with M• Florida U,din edc �f1111111lrr Dat" a_ 0 ON Revised By: Dote:. Revision: KOAa ,r0.,.....,, /bj/( NJ ml Usde Prodatl 'still`�P.• Revised By: Dots: Revision: RY N0.58705Aj 7T8 :'f BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE 1aie: Dots: SS ( N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Norex !ONA r' (441)-480-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO.BE LABELED FOR AAMA EXTRUDER CODE. r r I I I i I Series/Moder: SFeA: Sheet: Drawing No. RW. LYNN MILLER,P.E. 2)ITEMS#9.13.15.24,28.29.34,39.61.62,68-71,73&79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. RE#iB705 CERT'. OF AUDI. 28298 SH-5500 - NTS 12 OF 13 M D-S H 5500-01 OPT-SWEEP LOCK O 4fi ** qg OPT.AUTO LOCK 1 47� 18 20 \\\\ 57 OR 58 48 85 51 OR 52 o as O i 21 82 OR* OPT.PULL RAIL J '19,INTERLOCK S COVER !� 56 4 87 a O 35 86 50 OPT. 21 BEVELED 1 MITERED FRAME WITH - d 'J INTERLOCK ---INTERIOR ANDfXTERIOR 16 `_ &COVER _ FRAME WELDS 18 �" 54 72 X4 18 _ - - 72 X453 44 14 -- �vNce SCREEN • • •• pGNES ZO .- - •••••• ep(Ct_.". 60 OPT.PULL HANDLE ASSEMBLY • • • 64 WITH LATCH DETAILS •• - i 'g' 85 16 82 OR 83 •••••• • •; CONSTANT FORCE S • ;"`. • 41 - 40 BALANCE �(f� • *too** OR OPT.PULL •••••• -�yti OR 43 •• ••I 42 43 SPIRAL BALANCE HANDLE •- y B3 • ••••• �• •• •••••• B • • - 1 16 ••••• 67 •••• _ • • • ///```MITERED FRAME WITH :•0001 �,I • ,", ???(���h•• i•• - SASH / FRAME WELDSINTERIOR AND EXfERIOR may\ 37 ASSEMBLY f •:0000 'i•i•• 6s _ 3s DETAILS EXTERIOR 53 0000•• '� ;lQ,: _ � _ ` 59 • 38 0000 \ - ` ATTACHES TO BALANCE - 1 _ +rppraved ea complying wll6 Po 5 _ - 53 t Florid a InQ e _ --- Dale e 5 OA Revb±QyD*1's,'. Ravielon: �FRAME NY LYNNMlemI'adeIF •ASSEMBLY ��� '�cevDr.DETAILS Rev elon: NO 58705 Deacrtptlon: Drown By: EXPLODED ASSEMBLY J ROSOWSKI EXTERIOR - l p �7 D t 5 /J� NOTES C� s tAfE OF `!(j� 1070 TECHNOLOGY ORK Title: Dote: •F<oRID,- N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. / S/� �` (941)-480-1600 2)J-CHANNEL FRAME SHOWN,PARTS#1.85.OTHER FRAME TYPES APPLY. .- /! NAL_ ,i'� SeNea/Moeel: Scale: Sheet Drawing No. Rev: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 8 7. AIY�l�1�l�ILLER.P.E. - SH-550O NTS 13 OF 13 MD-SH5500-01 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P E M 68705 CERT. OF AUM. 29296