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Home My WebLink AboutSUBMITTED PAPERSl a OFFICE I V$0NLY: DATE FILED: PLAN REVIEW FEE: CONCURRENCY FEE: f RECEIPT NO.: PERMIT NUMBER: i RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SCANNED Ft. Pierce, FL 34982-5652 BY 772-462-1553 3t. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2 Z/Z? S. L= ��^^'� V'V'`a- 9l--t _ _ _ u S 4- 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 2,¢ 3,6 Yl J-10 IV 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): ' c .K.4li LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY:101 �v 11. SETBACKS (ACTUAL) FRONT: 2-_5r BACK: 50 of RIGHT SIDE: /y LEFT SIDE: ly 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ J EXPANSION/ADDITION INTERIOR RENOVATION [ ] RESIDENTIAL ] .COMMERCIAL � ] INDUSTRIAL �THER (SPECIFY) &[ — ,,�%_ .✓ 7'?� u+ - 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF CONSTRUCTION: 0 0 v i �15. SF. FT 1 st FLOOR: 16. VALUE OF CONSTRUCTION: $ `dj d0V The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. if the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER INFORMATION NAME: L--t/ Xn, ADDRESS: 2�iy S C ��• • ... l/ �51 �S L CITY: �et> S T L-w STATE:( ZIP: PHONE (DAYTIME): (_) NIA- Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: Cam/ v ADDRESS: Z O S. CITY: STATE: /s-- t ZIP: PHONE (DAYTIME): (_, N//9' CONTRACTOR INFORMATION ST. of FL REG.CERT #: C C e;3 6 D �C0 ST. LUCIE COUNTY CERT #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: Z"e-3 O S S, c�r w-. �•� CITY: STATE: PHONE (DAYTIME): C 1'2� Sy E — z Z# FAX NO. Email: ARCHIVENGINEER: or k U 1U g-� ADDRESS: CITY: L PHONE (DAYTIME): 0224 7,?S— C! PfF BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: ZIP: 3 -/ C e�arL 3 y9'de, STATE: /-- L ZIP: 3 STATE: STATE: ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. t j r'.S.�.. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 separate permits may be.required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER OR CONTRACTOR SIGNATURE CONTRACTOR SIGNATURE STATE OF FLORIDA STATE OF FLORIDA COUNTY OF 9 Y L cww COUNTY OF The foregoing instrument was acknowledged before me this day of 20JZ�, by onally known r has produced wh0s pirs ANGEIANi.HUFF Commission No =� mycomwSSI(x0, V�, �ti39 IRES: Apra l r., y61; Bonded Thru tbuy Public [Piderwricar The foregoing instrument me this j`—h day of by acknowledged before 20 �4 has produced NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBBUILDER, THE OWNER MUST PERSONALLY APPEAR,TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE. FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BP #: SECTION I I TOWNSHIP I I RANGE I I MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT :FEE CORRECTION FEE FEE GENERAL `SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED • INITIALS a 3 3 Property Appraiser - St.Lucie County, FL Page 1 of 1 Ronald Cutler Record: 1 of 1 Property Identification Site Address: 240 SE PRIMA VISTA BV Sec/Town/Range: 28 :36S :40E Map ID: 34/28N Zoning: RS-4 Ownership and Mailing Owner: Ronald Cutler Address: % Don Hinkle 4305 S Indian River Dr Fort Pierce FL 34982-7734 PROPERTY RECORD CARD «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 3419-540-0062-000-6 i U Account #: 42739 Use Type: SF Res City/Cnty: Saint Lucie County Legal Description RIVER PARK -UNIT 5 BLK 45 LOT 8 (MAP 34/28N) (OR 1557-1936) Sales Information Assessment 2013 Date Price Code Deed Book/Page 2013 Final: 51800 7/19/2002 84900 00 WD 1567 / 1936 Assessed: 51800 1/22/2002 60000 00 WD 1496 / 0018 Ag.Credit: 0 4/14/1994 0 01 PB 0895 / 2523 Exempt: 51800 1/1/1980 41000 00 CV 0324 / 1677 Taxable: 0 10/1/1978 29000 00 CV 0303 / 0949 Taxes: 0 BUILDING INFORMATION Total Land and Building Land Value: 6400 Acres: 0.22 Building Value: 45400 Finished Area: 1452 SgFt Exterior Features View: RoofCover: SD - Dim Shingle RoofStruct: HP - Hip ExtType: HD+ - HD+ YearBlt: 1959 Frame: - Grade: D+ - D+ EffYrBlt: 1977 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: PF - PF FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/FI: 1/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: .100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual, Cond. YrBlt. No. Use Type Type Measure Depth FEN5 - CHAINLINK 5' Y 1 180 AV AV 1999 1 0100-SF Res 207 -Front Ft 81.1 120 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.pasle.org/paslc/prc.asp?prclid=341954000620006 2/14/2014 JOSEPH E. SMITH, CLF--"-OF THE CIRCUIT COURT — SAINT '.IE COUNTY FILE # 3933251 OR i C 3611 PAGE 1505, Recorded 0:`i.Ll/2014 at 03:31 NOTICE OF COMMENCEMENT Permit No. Tax Folio No. 3 'Y'l9— :k—O State of Florida County of St. Lude The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. Legal Description of Property: (and street address if available)* 2�' ' 3 L S V F General description of improvement: Owner information or Lessee information if the Lessee contracted for the Improvement: Name Address 2 efd S_ L. % .. w� d `s 7e'- e e_,1(/ Interest lnpraperty: Name and address of fee simple titleholder (if different from Owner Ilsted above): Contractors Contractor A Surety (if applicable, a copy of the payment bond's ched): Amount of bon Name and address: Phone number: Lender Name: Phone Number: Lenders address: Persons within the State of Florida designated by Owner upon whom noticesr other oents may be served as provided by Section 713.13(1) (a)7., Florida Statutes: Name: Phone Num Address: In addition to himself or herself, Owner designates of Lienors Notice as provided in Section 713.1311) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final paymentto the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 723.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECnON. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. (Signature of Owner or Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing instrumen) Name (Signature of Notary P is - tate of Florida (Print, Type, orStamp Commissioned Name before me this day of , 20 (� asGuoddiarl, for42lQ11 Type of authority (eg. officer, trustee) Party on behalf of whom Instrument was execut Personally known_ or produced Identification_ ,,.o �a� "••, EDNA DANDRIDGE L . `• rJ Notary Public - Stale of Flor. a f Identification produced LID • • • My Comm. Expires Aug 3. 2016 Commission # EE i87876 Banded Through Nalional Notary Assn, STATE OF FLORIDA co NW LUNCS TO CERTIF�TRAIOTR �D EC OR A ,G Dote' MAR 1 1 2014 0 9 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterrield@clopay.com Scott Hamilton shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .V! Evaluation Report - Hardcopy Received Scott Hamilton PE-63286 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 12/31/2028 Gary Pfuehler Validation Checklist - Hardcopy Received F11,��117_R1 il[s",grti':in�ti, in of j2Sjfp nrfLeas r,�._SIf-`�:hatisnn E=nt'jSY= Gary Pfuehier.od FL161O7 R2 COI' Statement on Independence of Evaluation Entity- ScottHamilton 1.20424.pdf Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E33O 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 109... 2/ 13/2014 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 04/25/2013 Date Validated 04/26/2013 Date Pending FBC Approval 05/01/2013 Date Approved 06/11/2013 Date Revised 06/26/2013 Summary of Products C, f Go to Page �, „-µT,) d 0 �1 4r Page 1 / 2 0 W FL # JiModel, Number or Name Description 16107.1 01 W6-16 DSIE-1F171: 4300, 4301, 4310, Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, ISP200,SF200,SE200,6200,6201,6203 min.) Double -Car (9'2" to 16'2"-wide) WINDCODE@ W6 Garage Door j Limits of Use Installation Instructions Approved for use in HVHZ: Yes FI ?1�7 R2_,i :LQr,,,724-Q_T;C,;_RFJ�3,p17f Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with L1.1621.07 R2 F C_B ( ,Q9214.-.A, odf optional Impact -resistant glazing are Impact -resistant (large missile Created by Independent Third Party: No impact). ' 16107.2 02 W6-16 DSIE-11`171: 4300, 4301; 4310, Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, ISP200,SF200,SE200,6200,6201,6203 min.) Double -Car (92" to 16'2" wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions 3 Approved for use in HVHZ: No FL16107 R2 TI 1.04724-B-TBC-Rev03.odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load requirements of ZFL.]61.Q7 R2 ..4 aEEL_ .3_Q1214-A.ndf the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No j windborne debris regions. 16107.3 03 W6-16 PAN-21`153: 73, 75, 84A, 94, 42, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) WINDCODE@ 48, 42B, 48B, 4RST, 6RST, GOSS, GR5S, 1AR5S,ED5S W6 Garage Door with Optional Impact -Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R2 II 104710-A-IBC-Rev02.odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with' [t t ] 7 P2 4'c._CBPC 1i.12, 2,A.Lpdf optional Impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No i impact). 16107.4 W6-16 PAN-2F153: 73, 75, 84A, 94, 42, Steel Pan (min. 25 ga.) Double -Car (97'to 16'2" wide) WINDCODE@ i , 42B, 48B, 4RST, 6RST, GD5S, GRSS, E485S,ED5S W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R2 77 10t,710-134BC-Rev02 1A j Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: No i Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load requirements of FL 16]07 R.2 Al,, CBPC 1.21212-A.I.adf the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No windborne debris regions. 16107.5 05 W6-16 PAN-21`143: 84A, 94, 98, 48, Steel Pan (min. 24 ga.) Double -Car (9'2" to 162" wide) WINDCODE@ 48B, 4F, 4RST W6 Garage Door with Optional Impact -Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 112 II 1Q4753-A-*BC-Rev02.ndf i Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No i Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with FL16107 R2 AF CBPC 121.21.2-A.].pdf optional Impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). i 16107.6 06 W6-16 PAN-21`143: 84A, 94, 98, 48, Steel Pan (min. 24 ga.).Double-Car (9'2" to 16'2" wide) WINDCODE@ 48B, 4F, 4RST W6 Garage Door j Limits of Use Installation Instructions Approved for use in HVHZ: No ,] 7 R2_IS 1 4 S'i-B-,i3t<__gv02. df Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports. Other: Doors with standard glazing meet the wind load requirements of FI;t FQ7 R7_Fk_ CBPC 1717'.7; A.S.,pdf the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No windbome debris regions. 16107.7 07 W6-18 DSIE-1F171: 4300, 4301, 4310, Double -skin Insulated EPS (exterior skin 27 ga, min.; interior skin 27 ga. j HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68,, ISP200,SF200,SE200,6200,6201,6203 min.) 16'4" to 18'2" wide WINDCODE@ W6 Garage Door with Optional i Impact -Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes (1.,11]Q7 2 _ II ] Q4751 ^?-1FdC�RPv 2oil I Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 j Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with FI-11.6107 R2 AF CBPC 121.21.2-A.1.MP i optional Impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). 16107.8 http://www.floridabuilding.org/pr/pr�_app _�dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109... 2/ 13/2014 Florida Building Code Online Page 3 of 4 08 W6-18 DSIE-1F171: 4300, 4301, 4310, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, min.) 16'4" to 18'2" wide WINDCODE@ W6 Garage Door ! SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use 1 Installation Instructions Approved for use In HVHZ: No PI..1.6107 R2 't 10�7-1-B-iBC-Rev Fdr Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports 1 Other: Doors with standard glazing meet the wind load requirements of =4.y�]w¢'/ 32 A_. C„vPf 1.2t7�2_A,S.Sf j 1 the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No windborne debris regions. 16107.9 09 W6-18 DSIU-IF171: 9200, 9201, 9203, Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. HDP20, HDPF20, HDPL20, 7200, 7201, 17203,8200,82D1,8203 min.) 16'4" to 18'2" wide WINDCODE@ W6 Garage Door with Optional Impact -Resistant Lites Limits of Use Installation Instructions Approved for use In HVHZ: Yes FI.1 AD-7.3 w °I 12477A:LN. Rgvy12;,P„!f Approved for use outside HVHZ: Yes Verified By: Mark Wes7••terfield FL PE 4495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports t Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with FLAS ,107 R2�AE CB?'(- 1�1212-A.S..r f I ? optional impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). 16107.10 10 W6-18 DSIU-11`171: 9200, 9201, 9203, Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. j HDP20, HDPF20, HDPL20, 7200, 7201, 17203, min.) 16'4" to 18'2" wide WINDCODE@ W6 Garage Door ! 8200, 8201, 8203 Limits of Use Installation Instructions Approved for use In HVHZ: No PI__.6107- 1,2 Tt 104777-_B-'IB k_ _jgyl�2 f Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load requirements of FI,1_6107 R.2 AI ?Qf,71t_Fs:�f the building code but DO NOT meet the Impact resistant requirement for Created by Independent Third Party: No windborne debris regions. 16107.11 11 W6-18 PAN-2F153: 73, 75, 84A, 94, 42, Steel Pan (min. 25 ga.) Double -Car (16'4" to 18'2" wide) WINDCODE@ I 48, 42B, 48B, 4RST, 6RST, GD5S, GR5S, 1AR5S,ED5S W6 Garage Door with Optional Impact -Resistant Lites I j Limits of Use Installation Instructions Approved for use In HVHZ: Yes F1.1.6107 R2 'I 104.761-A-'BC-Rev02.pdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or, doors with FL.16107 R.2 A:E CBPC 121212-A.1.pdf optional Impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). ' 16107.12 W6-18 PAN-2F153: 73, 75, 84A, 94, 42, Steel Pan (min. 25 ga.) Double -Car (16'4" to 18'2" wide) WINDCODEO , 42B, 48B, 4RST, 6RST, GOSS, GRSS, R485S,ED5S W6 Garage Door Limits of Use Installation Instructions j Approved for use in HVHZ: No FL1.6117 R2 'I 104761-B-iBC-Rev02.pdP Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 i1 I Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load requirements of FL16107 R2 AE CBPC 121212-A, I.pdf j the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: Yes 'windborne debris regions. 16107.13 13 W7-18 PAN-21`143: 84A, 94, 98, 48, Steel Pan (min. 24 ga.) 16'4" to 18'2" wide WINDCODE@ W7 Garage 48B, 4F, 4RST Door with Optional Impact -Resistant Lites Limits of Use Installation Instructions I Approved for use In HVHZ: Yes 5116107 R2 " 104762-IBC-Rev02.ndf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 I Impact Resistant: Yes Created by Independent Third Party: No ' Design Pressure: +41 PSF/-46 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with FI.J.$107 R2. AP CBPC CBPC 121.21.2-A.I.ndf optional Impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). 16107.14 14 W8-16 DSIE-IF171: HOG, HDGL, 4300, Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga, j 4310, 4301, 66, 66G, 67, 67G, 68, 6200, 16201,6203,SP200,SF200,SE200 min.) Double Car (9'2" to 16'2" wide) WINDCODE@ W8 Garage Door with Optional Impact -Resistant Lites Limits of Use Installation Instructions j j Approved for use In HVHZ: Yes FIA6107 R2 Ii 104736-IBC-Rcv03.odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with FI..1.6107 R2. AP CBPC 13021.4-A.pdf optional Impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). 16107.15 15 W8-16 PAN-21`143: 84A, 94, 98, 48, Steel Pan (min. 24 ga.) Double Car (9'2" to 16'2" wide) WINDCODE@ WS 48B, 4F, 4RST Garage Door with Optional Impact -Resistant Lites j Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL16107 R2 IT 104754-IBC-Rev02.pdf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-50 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with �.Lj.61D7- optional Impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). i ! 16107.16 16 W8-18 DSIE-IF171: HDG, HDGL, HDGF, Double -skin Insulated (exterior skin 27 ga. min.; Interior skin 27 ga. 4300, 4310, 4301, 66, 66G, 67, 67G, 68, 16200, min.) Double Car (16'4" to 18'2" wide) WINDCODE@ W8 Garage Door 6201, 6203, SP200, SF200, SE200 with Optional Impact -Resistant Lites Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL.161 D7 R.2 il' 104752-iBC-Rev02•ud; Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-50 PSF Evaluation Reports ! Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with FL1.6107 R2 Am CBPC 12171.2-A.1,rdf optional Impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). http ://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvyf4ngAXh 109... 2/ 13 /2014 Florida Building Code Online Page 4 of 4 16107.17 17 W8-16 DSIU-IF171: 9200, 9201, 9203, Double -skin Insulated PUR (exterior skin 27 ga. min.; Interior skin 27 ga. HDP20, HDPF20, HDPL20, 7200, 7201, 17203,8200,8201,8203 min.) Double -Car (92" to 167' wide) WINDCODE@ W8 Garage Door with Optional Impact -Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FI.1.fj7,G77.(1 477;ii Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-52 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with Evaluation Reports �',Lt-;'i1_Q7 „ji2_A.- Ci,>i?!'_7�3C<1!tWA�lif optional Impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No Impact). 16107.18 SB W8-18 DSIU-11`171: 9200, 9201, 9203, Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. HDP20, HDPF20, HOPL20, 7200, 7201, 17203, min.) 16'4" to 18'2" wide WINDCODEO WS Garage Door with Optional 8200, 8201, 8203 Impact -Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes "la C!9L R 'I :!��0779-IBr2PK22_-Pff Approved for use outside HVHZ: Yes Verified By Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Parry: No Design Pressure: +46 PSF/-50 PSF Evaluation Reports I Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with 1 optional Impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). 16107.19 19 W6-16 W6-16 DSIE-1F471: GD2SP, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. !, GR2SP, GD21_P, GR2LP, AR2SP, AR21_P, IED2SP, min.) Double -Car (9'2" to 16'2" wide) WINDCODE@ W6 Garage Door ED21_P, 4302, 6202, SFC68 with Optional Impact -Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes Ft__.'i1G7 R2 T1 �?785_A_ Q j3,@v0i..odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with i"LW_IQ•7,•Y•_Aj;;B;,-;47;3_-4_I�,f 3 optional impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). i i 16107.20 20 W6-16 W6-16 DSIE-117471: GD2SP, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. I GR2SP, GD21_P, GR2LP, AR2SP, AR2LP, 1ED2SP, min.) Double -Car (9'2" to 16'2" wide) WINDCODE@ W6 Garage Door ED2LP, 4302, 6202, SFC68 with Optional Impact -Resistant Lites Limits of Use Installation Instructions Approved for use In HVHZ: No FL16107 R2 TI 104785-B-TBC-Rev01.DdF Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 i Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports 3 Other: Doors with standard glazing meet the wind load requirements of -1.15107 R2 AE CBDC 1.30423-A.odf the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No windborne debris regions. Go to Page . 0 0 Pagel/20 0 Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must. provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: KI 0 RE m 4 http://www.floridabuilding.org/prlpr_app_dtl. aspx?paratn=wGEVXQwtDgvyf4ngAXh 109... 2/ 13/2014 4 S z MODELS SHORT LONG MODELS FLUSH SHEET. CLOPAY GALLERY GD2SP, GR2SP GD2LP, GR2LP CLOPAY CLASSIC 4302 1 OF 4 FM. N0. ZONE: DA9 01 - 4/IF ARTISTRYHOLMES AR2SP AR2LP HOLMES CLASSICIDEAL 6202 EDESP ED2LP IDEAL CLASSIC SFC68 D OPTIONAL GLAZING MAY BE STANDARD OR IMPACT (1) 20 GA, BACKER PLATE AT EACH INTERMEDIATE RESISTANT GLAZING. SEE SECTION B-B ON SHEET TWO HINGE LOCATION. BACKER PLATES ATTACHED WITH FOR DETAILS. LONG GLAZING SHOWN; SHORT GLAZING DOUBLE -SIDED ACRYLIC ADHESIVE TO BACK OF DOOR. ALSO APPROVED. A _(2) 12 GA. GALV. STEEL TOP ROLLER .��I rAt,�n��n n-,1;i TL—I— 1—� R DOOR HEIGHT I N DF SECTIONS UP TO B'0' 1 4 B'3' TO 10'0' 5 10'3' TO 12'0' 6 12'3' TO 14'0' 1 7 .14'3' TD I6'0' B MAX SECTION HEIGHT. 24' am DESIGN ENGINEER] MARK WESTERFIELD, P.E. FLORIDA P.E. 448495, INC P.E. 4 THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSVDASMA 108. SITE -SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL MAY DIFFER. ULTIMATE VINO 160 165 175 185 200 SPEED (MPH) EXPOSURE CATEGORY B, C, D B, C, D B, C B, C B MEAN ROOF HEIGHT 25' IS' 1 25' 1 15' 30' BRACKETS UNDER TOP T-STRUT. SEE SECTION A -A ON SHEET THREE FOR DETAILS. 16 GA. MIN. GALV. STEEL END STILES. EW B. EW "C" I I REVISIONS D: I DESCRIPTI REVISED SECTION VIEWS ON SHEET 4. END] ON POINTK LOCKING BRACKET USED FOR BOTTOM DOUBLE END SNAP LATCH ENGAGES END STILE. ONTO VERTICAL TRACK. ONE SNAP LATCH ON ��' SLIDE BOLT LOCK EACH SIDE OF DOOR. ENGAGES INTO STILLS VERTICAL TRACK. OUTSIDE B ONE LOCK- ON HANDLE. LOCK BAR EACH SIDE OF OUTSIDE END ENGAGES IN DOOR. KEYED TRACK ON HANDLE. EACH SIDE OF DOOR. LNSID sum BO T INSIDE HANDLE LOCK OPTION, OLRSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION. LOCK BAR LOCKING. DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F. DSIE-1F471 A ppR,'p NO.: N/A UMM stat.d otMnhe TOLERANCES °.. .0 - f.031 .00 - t.015 000 - f .005 .0000 - f.001 D69-2 - t1/2' U= 51°led Olh IZ Dnm+swxs AItE a INCITES. = Y'� �y 85115 Duke Boufmrd Tel. Ne. 5 3-7040 USA Tel.Mdva° 770- 800 Piodu<6 Fox No. 513-770-I853 VINDLOAD RATING �,/ 6 D P 3 8 T A DESCRIPTION: 2" GALLERY EPS DOORS 16.2"W (SEE TABLE) DRAWN BY: SH DATE:1/10/13 1 SCALE: NTS IDWG.JD CHECKED BY. SH DATE: 1/10/13 ISHEET 1 OF 4 ISIZE JJ DWG. NO.: 104785-A/B VSR: IBC 2 FLOR50A P111MCOMUCT APPRI%OWAL 16107 4 1.5 Iqlbr L 1 1 MODELS SHORT LONG MODELS FLUSH SHEET, REVISIONS GD2SP, GR2SP GD2LP, GR2LP 2 OF 4 REV. N0. ZONE: DATE: ECN N0. APPVD: DE$USRD'170N GALLERY CLOPAY CLASSIC 4302 01 - - - SH SEE REVISION HISTORY ON SHEET ONE. ARTISTRY AR2SP AR2LP HOLMES CLASSIC 6202 IDEAL EXPRESSIONS ED2SP ED2LP IDEAL CLASSIC SFC66 D D SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8' ACYRUC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT -RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM PLASKOLTIE OPTIX OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC FRONT FRAME GE LEXAN MR10, AN APPROVED CC1 PLASTIC IN ACCORDANCE WITH 2606. IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B—B (IMPACT —RESISTANT GLAZING OPTION) SECTION B—B (NON —IMPACT RESISTANT GLAZING OPTIOW C C INSULATED DOOR SECTION. FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN DECORATIVE FACADE. IMPACT -RESISTANT FRAME. Les IB-18 K 1/2' TEK SCREW (12 ii n 1.75' ON SHORT LITE, GLAZING 16 ON LONG LITE). MOLDED INSIDE LITE RETAINER. S80/4' PAN HEAD SCREW #8-18 x 1/2" TEK SCREW RETAINER. (10 SCREWS PER LITE). (8 ON SHORT LITE, ALUMINUM FRAME. 12 ON LONG UTE). B 1/4" THICK POLYCARSONATE GLAZING. B IMPACT —RESISTANT ASSEMBLY DETAILS1 STANDARD ASSEMBLY DETAILS DRAWING 104785-A DRAWING 104785-B MANUFACTURING PRODUCT CODE DSIE—IF471 DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. / TES LOADS: +57.0 P.S S.F. & -63.0 P.S.F. PART NO.: N A Q Unlm Statod OtMrcix' W 8585 Duke Boulevard WINDLOAD RATING A TOLERANCES aro _ el Nc. 5H3-n0 IUSA C10pay D W 6 D P 3 8 T 0 - d:.031 DMn Radxh Con, Fax No. 513-770-1853 .60 - t.015 DESCRIPTION: 2" GALLERY EPS DOORS 16'2"W (SEE TABLE) .000 - d:.0o5 .00ao - ±.00t DRAWN BY: SH DATE: 1/10/13 SCALE: NTS DWG.R DESIGN ENGINEER, Degrees - d:1/2' CHECKED BY. SH DATE: 1/10/13 SHEET 2 OF 4 ISIZE L MARK WESTERFIELD. P.E. unlen SlNsated olhen ee FLORIDA P.E. 48495 NC P.E. 23B32 TEXAS RE DIUENS 91513 IO.E .NIN2HEs. DWG. NO.: 104785-A/B VER: IBC 4 3 2 IGLOO RMA p OO DD UCT APPROVAL 16107 C In MODELS SHORT LONG CLOPAY iLLERY GD2SR, GR2SP GD2LP, GR2LP T AR2SP AR2LP �RFccrnuc ED2SP ED2LP 3 MODELS FLUSH CLOPAY CLASSIC 4302 HOLMES CLASSIC 6202 IDEAL CLASSIC SFC613 SHEETI 3 OF 4 HORIZONTAL (TOP) JAMB (NO LOAD FROM DOOR) JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOS; 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP (GRADE /2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +304 LB k -336 LB. PER LINEAR 3. ALL JAMB FOF ASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A TYPFASTENERE FLUSH MOUNTING SURFACE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOI USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. C I I I r 2x6 VERTICAL JAMB 2x6 JAMB TO SUPPORTING TR I 1R ATTACHMENT runT m — I— me ."T.",,,,,-. __ -.'. ...-.- — - MAXIMUM ON -CENTER DISTANCE STEEL BUILDING TYPE FASTENER TYPE BETWEEN " FASTENERS WASHERS REOUIREOT J000 PSI MIN. CONCRETE 1 4 x 1 MIN• EMBED TAPCON CONCRETE ANCHOR - B-1 4 1 O.D. 1 O D. Q PSI MIN, CONCRETE9. PSI MIN, CONCR 3 Z. X 1-3 4 MIN. EMBED WEJ-R ANKR THE SLEEVE ANCHOR _ - 0. 2 1.95" THICK, 1 # DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED TO BOTH EXTERIOR AND INTERIOR SKINS. TONGUE AND GROOVE JOINTS.- 4 r"— 4" L VIEW "D" 4" TALL TAPER STRUT. 0.052" MIN. GALV. STEEL, 80 KSL MIN. 27 GA (0.016" MIN.) EXTERIOR STEEL SKIN (DRAWING QUALITY) WITH 0-40 MIN. GALV. BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. REVISIONS I D: 1 DESCRPTION SEE REVISION HISTORY ON SHEET ONE. SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. (2) 12 GA. GALV. STEEL TOP ROLLER BRACKETS. EACH BRACKET ATTACHED W/(2) 1/4"x3/4" SELF TAPPING SCREWS. NOTE THAT (2) OF THE 1/4"x3/4" SELF TAPPING SCREWS ATTACHING THE T-STRUT ALSO ATTACH ONE EDGE OF THE TOP ROLLER �... BRACKET. 27 GA. (0.016" MIN.) INTERIOR STEEL SKIN (DRAWING QUALITY) WITH G-40 MIN. GALV., C BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. - 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES WITH (4) Q14x5/8" SHEET METAL AND (2) 1/4"x3/4" SELF TAPPING SCREWS. SEE VIEW "B". ONE 4" T-STRUT PER SECTION. (SEE VIEW "D") EACH T-STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4"x3/4" SELF TAPPING SCREWS. A une IruV1 —1 Or IHe MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. aT LFAST AS HIGH AS THE DOOR M13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2", EXCLUDING STUCCO THICKNESS. WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. #14x5/B" SHEET METAL SCREWS SECTION A -A (SIDE VIEW) O O ANUFACTURING PRODUCT CODE 0 0 1/4"x3/4" SELF ° DSIE-1F471 A ° TAPPING SCREWS. DESIGN LOADS: +30.0 P.S.F. & -42.0 P.S.F. TEST LOADS: +57 0 P.S.F. & -63.0 P.S.F. PART NO.: N/A ^ 14 GA, FND HINGES 18 GA. (MIN) INTERMEDIATEHIN Unhn Stated Glk"rwhe _ n 6565 Duke Boulevard VINDLOAD RATING „ ylEw •R" VIEW •C• TOLERANCES aro _ ft". y el Hn. SHJ45040 00 W 6 D P 3 8 T .O - d:.031 Bu1�I Pnxluch Fax No. 513-770-480 .00 t.015 DESCRIPTION: 2" GALLERY EPS DOORS 16'2"W (SEE TABLE) .OGO s t005 DESIGN ENGINEERI .0000 a t..001 DRAWN BY: SH I DATE: 1/10/13 1 SCALE: NIS DwG.D Degrees t1/2' CHECKED BY: SH DATE: 1/10/13 Sf�ET 3 OF 4 SIZE B MARK WESTERFIELD, P.E. Unleu FLORIDA P.E. 48495 NC P.E. 23832 TEXAS P.E. 91513 DIMENSStaled Olhemlxe loNs ARE IN INCHES. DWG. NO.: 104785-A/B VER: IBC 4 3 2 FLOO MDD PHRODUC7 APPROVAL 16107 101 CI 71 41 1rMERU— MODELS SHORT CLDPAY GD2SP, GR2SP ,ALLERY TI RSTRY AR2SP ED2SP 2" TRACK CONFIGURATION DOORS UP TO 800 LBS, DESIGN ENGINEERI MARK WESTERFIELD, P.E. Y 8 1 x LONG MODELS G12LP, GR2LP CLDPAY CLASSIC AR2LP HOLMES CLASSIC ED2LP IDEAL CLASSIC NOIE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. DOOR COUNTERBALANCE SYSTEM 1) FLUSH 4302 6202 SFC6B HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). DOOR "L 13 CA GALV. STEEL FLAG BRACKET ATTACHED TO HEIGHT _ JAMB WITH (3) 5/16' X 1-5/8' LAG SCREWS _ AND TO TRACK WITH (2) 1/4' RIVETS. 8 - AS ROD: SPACING NTE 14' O.C. -0 -6 0 -0 - 11 - 63" 2' DALY. STEEL TRACK, TRACK THICKNESS: 0.083'. 50' JA -0 12 38" TYP, 2-1/2' X 12 GA GALV. STEEL TRACK BRACKETS, ATTACHED TO JAMB WITH (1) 24' 5/16' X 1-5/8' LAG 'SCREW PER - - TRACK BRACKET 10' NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. CENTER HANG REQUIRED FOR ,,-DOORS OVER B' HIGH. 3" GALV. TAPERED STEEL TRACK AND ANGLE TRACK _L THICKNESS: 0,101'. ANGLE THICKNESS: 0.080'. HORRONO MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/8. SUPPORT \_VERTICAL/ HORIZONTAL TRACK 14' MAXIMUM SPACING INSTALLER JUNCTION. TWO 1/4' BOLTS FROM LAST MOUNTING & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ADDITIONAL MOUNTING SLOTS SPACED AT 12' CENTERS. 12. ON CENTER 46' Z SHEET, 4 OF 4 1 REV. NO.1 ZONE: IDAT 01 I - I - 1" DOOR OVERLAP (EACH SIDE) - 2x6 SYP WOOD JAMB. SEE 3" MIN. 'JAMB PREPARATION NOTE". REVISIONS 9 NO. APPVD: I DESCRIPTION SH I SEE REVISION HISTORY ON SHEET ONE. OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT). 16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) /8 X 1/2' WAFER SCREW. END STILE DIM,: 5-3/4 X 2-1/8' X 3/8". F 2-1/2" X 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO 1, WOOD JAMBS WITH 5/8' X �7/16' I.D. ROUND 18 GA. GALV. STEEL CENTER HINGE t-5/8" LAG SCREWS NOT TO FASTENED TO SECTION W/(4) EACH PUSH NUT EXCEED 14' ON -CENTER. FASTENER, I)14x5/8" SHEET METAL SCREWS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH /14x5/8" C' SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE. 2' GALV. STEEL TRACK FASTENED TO 12 GA GALV STEEL TRACK BRACKETS WITH EITHER (2) 1/4' DIA. RIVETS OR 2' DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. (1) 1/4' X 5/8" BOLT & NUT PER SECTION C-C TRACK BRACKET. LHR BRACKET (2-1/2" x 5-3/4" x 12GA) PREPARATION OF JAMBS BY OTHERS, ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING SCREWS. NOTE T LHR BRACKETS ARE ALSO USED WITH 'DOUBLE END STILE' AS SHOWN IN ZONE B-3 SHEET 1. JAMB CONFIGURATION DOUBLE TRACK DOORS 800 LBS AND OVER LOW HEADROOM OPf10N (AVAIL FOR BOTH 2' AND 3' TRACK) T*t%7mv HORIZONTAL 1' DOOR OVERLAP (EACH SIDE) 2x6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER (TO SUIT). 'JAMB PREPARATION NOTE'.73- 16 GA GALV. STEEL DOUBLE —END —STILE FASTENED WITH (1) is X 1/2' WAFER B L ,RACK SCREW. END STILE DIM.: 5-3/4 X 2-1/8" X 3/8". BY DOOR (TO SUIT), 3-1/4" z 2-7/8" MIN. x O.OBO ANGLE. SEE LAG BOLT MOUNTING iB GA, GALV. STEEL CENTER HINGE CONFIGURATI7/16" I.D. ROUND FASTENED TO SECTION W/(4) EACH PUSH NUT �14x5/8' SHEET METAL SCREWS. FASTENER. 0.101" THICK 3' GALV. STEEL TRACK 14 GA. DALY. STEEL ROLLER HINGES FASTENED TO END TO TAPERED ANGLE. TRACK ATSTILES W/(4) EACH 014x5/8' SHEET METAL SCREWS TAPERED ANGLE WITH ONE 1/4"x5/AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE NUT AT EACH MOUN 3' DA 8-1/2' LONG STEM BALL BEARING STEEL ROLLER. 34• NE Y.' TRACK BOLT AND NUT AT EACH j1y' �+,irf'F�,.,+ SECTION C-c NUFACTURING PRODUCT COD MOUNTING SLOT LOCATION. PREPARATION OF JAMBS BY OTHERS, DSIE-1F471 DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. PART NO.: N A TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F. / DOOR VERTICAL Unla Stoted Oth mlu Cana A 22' HEIGHT TRACK LENGTH TOLERANCES am u euuaeon �aL°45040 USA WTNDLOAD RATING _ P Y TeL No. 513-7T0-48o0 W 6 D P 3 8 T 04 98 ONE 5/18" x 1-5/8' LAG SCREW SPACED AT THE SAME p e t.015 ° P�aduch Fax No. 513-770-485iT 10" DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2", 10', 22', 34', ..00 t.005 DESCRIPTION: 2" GALLERY EPS DOORS 16'2'W (SEE TABLE) 12-0 132 5-6 46'. ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16'. 28", & ..000 *.001 DRAWN BY: SH DATE: 1/10/13 SCALE: NIS DWG. 3-1/2' 18-0 180 40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees - :L.001 vERncAL/HORIzoNTAL TRACK JUNCTION. CHECKED BY: SH DATE: 1/10/13 SHEET 4 OF 4 SIZE t P.E. #91513 DIMENSIOtlF'AREBINNWNCHES. DWG. NO.: 104785-A/B VER: IBC 3 2 FLOO U-10A PRODUCT APIPHOWAL I R1(0�77 MIA MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www,miamidade.M/nera/ PGT Industries 1070 Technology Drive CO"PY North Venice, FL 34275 F Lt7� SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and 'other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-200" Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SM00-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 0511 VI I with revision A dated 10/10/11, 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: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, 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 # 11-0614.01 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 11-1013.12 MIAM!"nnwEcourm Expiration Date: September 01, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. .Manufacturer's die drawings and sections. 2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" Sheets 1 through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, 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, TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA #11-0614.01) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 06/08/11 and updated on 10/07/11, prepared, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11, signed 'and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.10-1066 issued by BNC, dated 11/09/10, signed by Ishaq Chanda, P. E. G. OTHERS 1. Notice of Acceptance No. I 1-0614.01, issued to PGT Industries for their Series "SH- 200" Aluminum Single Hung Window —N.I., approved on 09/0)1/ d expiring on 09/01/16. VlaniVqerez, P.E. Product Conflvf Examiner NOA No. 11-1013.12 Expiration Date: September 01, 2016 Approval Date: December 08, 2011 E-1 GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 53-1/8"" TIP -TO -TIP WIDTH 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 52-1/8" BUCK WIDTH 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE NO ANCHORS REQUIRED IN FLANGE {� 49.1/8" I VISIBLE LIGHT 9" MAX. MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & 6. FRAME HEAD � I B l 4) MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLES. SHEET 4. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, 1X WOOD BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2- THICK OR GREATER, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & S. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLQADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSUAF&PA NDS-20D5 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 40DO SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. I+- WIDTH WIDTH HEIGHT HEIGHT EQUAL LITE PROVIEW10MEL ARCHTOP PROVIEWICNEL RADIUSTOPEOUALLRE 62-1/8" BUCK WIDTH 49.1/8' _ VISIBLE LIGHT 3" MAX. �— r--• 1 C 8" MAX. FROM - _._ _ _ II 35.1/Z' 1}1i CENTER OF � VISIBLE _ 35.1P2" TT 21" LIGHT VISIBLE MEETING MAX. O C TIP -TO / LIGHT RAILTO 8" MAX. C.C. TIP __-- ... ___ A 77, HEIGHT ` BUCK 8" MAX. FROM / T HEIGHT / L _ BUCK CENTER OF HEIGHT MEETING RAIL I 29" 11 MAX. O.C. B° B NO ANCHORS REQUIRED 3"MAX. qX O C MAX. IN FLANGE FRAME BILL TYP. FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) (TESTED UNIT) DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2 & 3 NOT RATED FOR IMPACT RESISTANCE tlllllll!/ Q,�� N,V k ..... M/<O ( No. 58705 ,Q Gl� OF ( W A STAT ZW� ''•�SSlONA� �.�`. rl/lllllllt\� A. LYNN MILLER, P.E. P.E.d 58706 3UIUt: I U GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 DESIGN PRESSURES ..- ........ 2 & 3 INSTALLATION• FLANGE ...... ...... 4 INSTALLATION, INTEGRAL FIN...5 ANCHOR QUANTITIES.................6 GLAZING DETAILS ....................... 7 CORNER ASSEMBLY ........ _......... 7 EXTRUSION PROFILES................8 PARTS LIST...................................8 PRODUCTREVISED es complying vvlthibe Flm1Qa Building Code Acceptanco No40. ReWaed By: Dale: Ravlelon: Expiratie"Cat/�o JJ 10/10/11 2010 FBC NOTE By Revlaed Dy: Dote: Revlelon: •Nllem' Dade Pr ® Description: Drown By: GENERAL NOTES & ELEVATION J ROSOWSKI 1070 TECHNOLOGY DRIVE TIUe: Date: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P.O. BOX 1529 NOKOMIS; FL 34274 SeRee/AlodeU Scale: Sheet: Drowing No, Rev: CERT. OF AUTH. #20288 SH-200 NTS 1 OF 8 MD-SH2O0-01 A I I TABLE 1: TABLE 2: Maximum Window Height' Sash Heights (see Figure A, this sheet) Design Pressure (lbs/fe) for Glass Type A, Fin & Flange Frame Maximum Window Width' 19-1/8" 1 26-1/2" 33" 3T' 41" 46' 49" 63-118" 23" 11-9118" (Equal Lite) +55.0 -90.0 1 +66.0 -90.0 +55.01 -90.0 +55.0 -90.0 +55.0 • 00.0 +55.0 -90,0 +55.0 T -90.0 +55.0 -90.0 under le-9/16" +55.01 -90.0 +55.0 , -90.0 +55.0 -75.2 +65.0 55.5 +65.0 -67.3 +50.2 -50.2 +44.8 , -44.8 +39.9 39.9 3T' 18-911IT (Equal Lite) +65.0 -90.0 +55.0 -90.0 +55.0 -84.2 +55.0, -74.5 +55.0 -66.5 +55.0 -61.0 +55.01 .57.7 +65.0 .55.0 over 18-9116" +55.0 -90.0 +55.0 -90.0 +55.01 -85.5 +55.0 1 -57.3 +50.2 50.2 +44.81 -44.8 +39.9 -39.9 under 15-716' +55.0 -90.0 +55.0 •87.1 +55.0 -73.4 +55.01 -63.8 +55.0 •56.8 +50.0 50.0 +44.8 I -44.8 +40.0 -40.0 38 3/B" 16-7/8" thru 19-3/18" 3 +55.01 .90.0 +65.0 -90.0 +55.0 -78.7 +55.0 -68.0 +55.0 -58.5 +61.1 ! -51.1 +45,9 , -45.9 +41.3 -41.3 19.1/4" (Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -82.7 +55.0 -72.6 +55.0 -03.5 +55.0 -67.9 +54.2 , -54.2 +51.6 -51.5 over 19-114' +55.01 -90.0 +55.0 -87. ++65.0 -73.4 +650 -63,6 +55.0 -66.8 +50.0' 50.0 +44,8 -44.8 +40.0 40.0 under 19-9/16' +55.0 .81.5 +55.0 -72.3 +55.0 -61.3 +Sil)1 -55.3 +60.5 -50.5 +45.8 45.8 +41() I -42.0 +38.7 -38.7 45" 19-9/16" thru 225/8" 3 +55.01 -90.0 +55.0 ( -87.9 +55.0 I -74.0 +55.0 -64.3 +55.0 -66.9 +50.1 1 -56.1 +44.8 I -44.8 +40.0 -40.0 22-9/18" (Equal Lite) +66.0 -90.0 +65.0 -90.0 +55.0 -78.8 +65.0 -68.1 +55.0 -58.5 +51.1 , 51.1 +46.0 , -46.0 +41.4 -41.4 over 22-9/18" +55.0 -811.5 +55.0 -72.3 +55.01 -61.3 +65.0 -55.3 +50.6 50.6 +45.81 45.8 +42.0 42.0 +38.7 -38.7 under20-1/8" +55.0i -71.6 +55.0 -62.8 +55.01 55.4 +60.3 50.3 +45.9 -45.9 +41.71 41.7 +38.9 1 -38.0 +36.2 -36.2 49 20-118" lhru 24-1/2" 3 +55.0 -90.0 +55.0 -82.5 +55.01 -69.5 +55.01 -61.6 +55.0 -55.4 +49.3 -09.3 +44. 11 -44.6 +411.0 -40,0 24-9/1 " (Equal Lite) +55.0 -90.0 +55.0 -90.0 +65.0 -76.4 +55.01 -66.5 +55.0 , -57.8 +50.4 50.4 +45.0 -45.0 +40.1 , -40.1 over 24-9/16" +55.0 -71.6 +55.0 -62.8 +65.0 -55.4 +50.3 50.3 +45.9 -45.9 +41.7 41.7 +38 9 -36.9 +36.2 -36.2 under2D-13/16" +55.0 -67.8 +55.0 -59.9 +53.3 753.3 +48.5' 48.5 +44,1 44.1 +40.2 40.2 +37.6 -37.6 +34.8 -M.8 50-6/8" 20-13/18" lhru 24-11/16" 3 +55.0 -89.6 +55.01 -60.3 +66.0 67.7 +55.0 -60.8 +54.2 -54.2 +49.0 j 49.0 +44.2 1 -44.2 +40.0 40.0 24-3/4' (Equal Lite) +55.01 -90.0 +55.0 -80.0 +65.0 -76.4 +65.0 -65.7 +55.0 -57.4 +50.31 -50.3 +44.9 .44.9 +39.9 -39.9 over 24-39' +55.0 -67.8 +55.0 59.9 +63.3 -53.3 +48.6 48.5 +44.1 -44.1 +40.2 40.2 +37.6 -37.6 +34.8 -34.8 under24-15116' +55.0 -56.0 +43.8 43.8 +41.9 41.9 +39.1 -39.1 +36,0 -36.0 +32.6 -32.6 +30.0 -30.0 +27.6 -27.6 61" 24-15116" thru 30-518" 3 +55.0 .75.0 +55.0 -60.0 +55.0 j .57.4 +61.9 -51.9 +47.4 j 47.4 +43.2 1 43.2 +39.9 j -39.9 +37.3 -37.3 30 9/18" (Equal Lite) +55.0 87.9 +55.0 -75.8 +55.0 88.8 +55.0 -59.7 +53.5 I -53.5 +48.7 48.7 +43.9 143.9 +39.9 -39.9 over 3D•9H8" +65.0 -67.8 +56.0 -69.9 +53.3 , -53.3 +48.5 , 48.5 +44.1 44.1 +40.2 40.2 +37.8 -37.6 +34.8 .34.8 under26.3/4" +54.7 -54.7 +41.2 41.2 +40.3 40.3 +37.8 -37.8 +34.6 -34.6 +31.3 -31.3 +28.9 -28.9 +26.5 -26.5 63" 25-3/4" thru 31-5/ "3 +55.0 -72.0 +55.0 -63.2 +55.0 55.7 +60.5 50.6 +46.1 46.1 +41.9 41.9 1 +39.0 -39.0 +36.3' -36.3 31-9/16" (Equal Lite) +55.0 -83.9 +55.0 I -71.7 +55.01 -64.8 +65.0 j -58.2 +52.4 -62.4 +47.9 147.9 +43.3 43.3 +39.7 •39.7 over 31-9/18" +55.0 I -67.8 +55.0 -59.9 +53.31 -63.3 +48.5 148.5 +44.1 44.1 +40.2 ! 40.2 +37.6 -37.6 +34.8 54.8 under29-3/4" +53.3 -53.3 +39.7 -39.7 +39.1 -39.1 +36.7 -36.7 +33.4 -33.4 +30.3 -30.3 +28.0 -28.0 +25.8 -26.8 73" 29.3/4" thru 36-5/8" 3 +65.0 -61.0 +52.0 52.0 +48.2 48.2 +44.0 44.0 +40.1 40.1 +37.0 -37.0 +34.1 -34.1 +31.4 -31.4 36-9/18" (Equal Lite) +56.0 -88.3 +55.0 -56.3 +52.1 j -52.1 +51.5 -51.5 +47.0 47.0 +42.71 42.7 +39.6 -39.8 +37.0 i 37.0 over36.9/16" +55.0 -87.8 +65.0 -65.3 +52.1 •H1 +48.5 48.5 +44A -44.'I +40.2 40.2 +37.61 -37.6 +34.8 -34.8 under 31-3/4" +53.3 -53.3 +39.7 -39.7 +39.1 , -39.1 +36.7 -36.7 +33.4 -33.4 +30.3 -30.3 +28.0 , -28.0 +25.8 -25.8 76' 31-3/4" thru 39" 3 +55.0 -58.3 +48.0 48.0 +45.21 45.2 +41.2 41.2 +37.9 -37.9 1 +34.8 -34.8 +31.7 -31.7 +29.5 -29.5 39-1/16" (Equal Lite) +55.0 -62.5 +50.8 50.6 +46.3 46.3 +45.2' 45.2 +44.2 44.2 +q0.3 40.3 +37.7 57.7 +34.8 I -34.8 ' Tip -to -tip dimensions for flange windows shown. For tin windows or buck dimensions, subtract 1". 7 Oterall sash height. For clear daylight height, subtract 3-9116". 3 Size range Includes the standard Pro -View (3-over-2 configuration) for the ghen Window Height. For overall sash width, subtract 2-15/16" from the buck dimension. Monolithic Glass Types A 1/8" Annealed B 1/8" Tempered C 3/16" Annealed D 3/16" Tempered E 114" Annealed F 1/4" Tempered PRODUCT REVISEnDplorid3 as mmplyin$ Building Code D' / Acceptance No �- E fratton Data Of(o By Mtnm' uda Product Co r Q co TABLE 3:co T' Insulated Glass Types G 1/8" Annealed, 1/4" Airspace, 1/8" Annealed H 3/16" Annealed, 3/18" Airspace, 1/8" Annealed I 1/8" Tempered, 1/4" Airspace, 1/8" Tempered J 3/16" Tempered, 3/16" Airspace, 1/8" Tempered E O 2 Q LU J Z Do 2 Z O FIGURE A: SASH V N CROSS SECTION Q O (WITH MONOLITHIC GLASS) 2 W LU Z ° 2 I I�- co V) W Z Z = c LD VISIBLE LIGHT SASH R C0 CD fn HEIGHT HEIGHT LU Z SASH HEIGHT - 3-9/16" W ® CtV n N LJ a s= NOTES v : 6 . a 1)USETHISTABLEFORALLWINDOWSTHATAREGLAZEDWITH118" v 00 0-1-Q •. _ ANNEALED GLASS (TYPE A). _ ? ti a0: g W 'n * N4; 0=11 2) FOR SITES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH l u oZ' ` a OR HEIGHT DIMENSION SHOWN ON THE TABLE, (j� y2; d : �C*2 yz a 1p�o`` I I TABLE 4: TABLE 2: Maximum Window Height' Sash Heights (see Figure A, this sheet) Design Pressure (lbsfft2) for Glass Type B - J, Fin & Flange Frame Maximum Window Width' 19-1/6, 26-1/2" 33" 37" 41" 45" 49" 53-1/8" 23" 11.9116" (Equal Lite) +55.0 I -90.0 +55.0 -90.0 455.0 -90.0 +55.0 .90.0 +56.0 -90.0 +55.01 -90.0 455.0 -90.0 1 +55.0 -90.0 under 18-9/16" +55.01, -90.0 +55.0 -90.0 +55.0 -90.0 +56.0 -90.0 +66.0 -90.0 +56.01, .84.3 +65.0 -78.0 +55.0 -72.9 37" 16-9/16" (Equal Life) +55.0 f, .90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.0 -90.0 +55.0' -90.0 +55.0 -61.1 +55.0 -73.4 over 18-9/18" +55.01 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 I -80.0 +55.0 -64.3 +65.0 1 -78.0 +55.0 -72.9 under 16.718" +55.0) -90.0 +55.0 -90.0 +65.0 I -90.0 +55.0 -90.0 +55.0 I -88.5 +55.01 -81.8 +66.0 1 -76.0 +65.0 I -68.5 383/8" 15-7/8" thru 19_3116" 3 +56.0 -90.0 +55.0 I -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 I -90.0 +65.0 -87.9 +55.0 -78.8 +55.0 -71.2 19-1/4" (Equal Lite) +65.0 .90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -87.9 +55.0 , -78.8 +55.0 71.2 over 19-114" +55.01 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0' -90.0 +56.0 f -88.5 +55.0' S1.8 +65.01 -75.0 +56.0 .68.5 under 19-9/16" +55.0 j -90.0 +55.0 .90.0 +55.01 -90.0 +55.01 .86.6 +55.01 -80.2 +55.0 .73.2 +55.0 -66.3 +55.0 -59.7 46' 19.9116" thru 22-5/8" 3 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.01, -90.0 +65.01 -89.1 +55.01 -78.5 +55.0 I -70.0 +56.0 53.0 22-9/16" (Equal Ute) +55.0 -90.0 +66.01, -90.0 +55.0 Z-0-0 +55.0 , -90.0 +55.0 -89.3 +55.0 .78.5 +55.0 -70.0 +55.0 , -63.0 over 22-9/16" +55.0 ' -90.0 +55.0 -90.0 +66.0 90.0 +55.0 88.5 +55.0 -80.2 +55.0 -73.2 +55.0 58.3 +55.0 59.7 under20.1/8" +66.0 -90.0 +55.0 -90.0 +55.0' -86.0 +65.0 -81.8 +55.0' -75.7 +55.0 -69.2 +55.0 -62.8 +65.0 57.7 49" 20.1/8" thru 24_112' 3 +55.0 -90.0 +65.0 -90.0 +55.0 -90.0 +66.0 -90.0 +55.0 1 -84.8 +55.0 -74.2 +55.0 -65.9 +55.0 -59.1 244/16" (Equal Ute) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 ( -90.0 +55.0 -84.8 +55.0 74.2 +55.0 -66.9 +55.0 -69.1 •over24-9/18" +66.0 -90.0 +65.0 -90.0 +56.0 -86.0 +65.0 -61.8 +55.0 -75.7 +55.0 -69.2 +55.0 -62.8 +65.0 -57.7 under20-13116" +65.0 -90.0 +55.0 -90.0 +65.0 -83.5 +55.0 -79.1 +55.0 -74.0 +65.0 -67.3 +66.0 -61.9 +55.0 -56.8 505/8" 20.13/16" thru 24-11/16" 3 +55.01 40.0 +55.0 i -90.0 +66.0 -90.0 +65.0 -90.0 +55.0 -83.2 +65.01 -72.7 +65.01 -64.5 +55.01 -57.6 24.314" (Equal Ute) +55.0 -90.0 +65.0 -90.0 456.01 -90.0 +55.01 -90.0 +55.0 -83.2 +55.0 , -72.7 +56.0 1 -64.5 +55.0 -57.8 over24-3/4' +55.0 -90.0 +55.0 -90.0 +55.0 - 33.5 +55.0 .79.1 +55.0, -74.0 +55.0 -67.3 +55.0 -61,9 +65.0 -56.8 under24-15/16" +55.0 -87.9 +55.0 .75.6 +55.0 -65.7 +65.0 -62.3 +66.0 -80.0 +55.0 56.5 +53.2 -53.2 +49.8 '49.6 61" 24-15/16" thru 305/8" 3 +55.0 .87.9 +55.0 -75.8 +55.0 -74.1 +65.01 74.1 +55.0 -74.1 +55.01 -65.5 +55.01 -67.6 +51.1 -51.1 30-9116" (Equal Lite) +56.0 -87.9 +56.0 -75.8 +55.0 -74.1 +55.0 174.1 +65.0 -74.1 +65.0 -65.6 +65.0 157.5 +51.1 51.1 over 30-9/16" +55.01 -87.9 +65.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.0 +55.01 -66.5 +55.0 57.5 +51.1 -51.1 under 26.3/4" +55.0 -83.9 +55.0 -71.7 +55.0 -62.0 +55.0 59.9 +55.0 -67.8 +54.5 -54.5 +61.3 -61.3 +48.3 -48.3 63" 25-314" thru 315/8" 3 +55.0' -83.9 +55.0 -71.7 +65.0 -69.4 +55.0 -69.4 +55.0 .69.4 +55.0 -64.5 +55,0 56.5 +50.2 50.2 31-9/16' (Equal Lite) +55.0 -83.9 +55.0 1 -71.7 +55.0 -69.4 +55.0 -69.4 +65.01 -69.4 +55.0 -64.5 +56.0 -56.5 +50.21 -50.2 over 31-9118" +65.0 -83.9 +55.0 -71.7 +65.0 -69.4 +55.0 .69.4 +65.0 -69.4 +65.0 -64.5 +65.0 -58.6 +50.21 -50.2 under29-3/4" +66.0 -68.3 +55.0 -56.3 +52.1 -52.1 +61.51 51.5 +51.5 -51.5 +51.5 51.5 +50.0 -50.0 745.41 46.4 73" 29-314" thru 365/8" 3 +55.0 58.3 +65.0 56.3 +62.1 ' -52.1 +61.5 ' -51.6 +51.5 -51.5 +61.5 51.5 +51.5 -51.6 +48.4 46.4 36-9/16" (Equal Lite) +65.0 -68.3 +55.0 56.3 +52.1 1 -62.1 +61.61 -51.6 +51.5 51.5 +51.5 -51.5 +51.5' 51.5 +46.4 -06.4 over 36.9116" +55.0 .68.3 +55.0 56.3 +62.11 -62A +511.5 51.5 +51.6 -51.5 +51.5 -51.5 +61.5 -51.6 +46.4 •48.4 under 31-3/4" +55.0 -62.6 +50.8 50.8 +48.3 -46.3 +45.2 , -45.2 +45.0 -45.0 +45.0 -45.0 +45.0 45.0 +45.0 , -45.0 78" 31 3/4" thru 39" 3 +66.0 52.5 +50.8 -50,8 +46,3 -46.3 +45.2 , 46.2 +45.0 -46.0 +45.0 45.0 +45.0, 45,0 +46.0 .45.0 39-1/16" (Equal Lite) +55.0' -62.6 +50.8 -50.8 +46.3 46.3 +45.2 45.2 +45.0 45.0 +45.01 45.0 +46.0 45.0 +46.0 -46.0 ' lip-to-tlp dimensions for flange windows shown. Fortin windows or buck dimensions, subtract V. 2 Overall sash height. For clear daylight height, subtract 3.9/16". 3 Size range includes the standard Pro -View (3-over-2 configuration) for the given Window Height. For overall sash width, subtract 2-15/16" from the buck dimension. Monolithic Glass Types A 1/8" Annealed B 1/8" Tempered C 3/18" Annealed D 3/16" Tempered E 114" Annealed F 1 1/4" Tempered PRODU.Cf REVISED es complying withtho Flmldh Buildihs Co do Acceptance No 16 Expimtign Dare ' Miami aAe caduMCnv. Q TABLE 3: Insulated Glass Types G 1/8" Annealed, 1/4" Airspace, '1/8" Annealed H 3/16" Annealed, 3/16" Airspace, 1/8" Annealed 1 1/8" Tempered, 1/4" Airspace, 118" Tempered J 3/16",Tempered, 3118" Airspace, IN' Tempered �a o 0 04 $= g 0 W J Z LL FIGURE A: SASH �+.% � Z : O CROSS SECTION (WITH I.G. GLASS) O Z m Lu 1-0Lu N Z 0) Z Z I OLU I -jSASH _ VISIBLE LIGHT 1 HEIGHT W Z CC N HEIGHT SASH HEIGHT -3-9/16" i +� �I ® �g�r m 4'x�' q o oSag oz NOTES "��'' _ •'•2� W 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS TYPES B - J. NOT APPLICABLE WITH 1/8" ANNEALED GLASS (TYPE A). _ 'fu : z p a oco' Z- r _GEi O� _ 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH ORS HEIGHT SHOWN ON THE ' o `N�' aaqq �� Z CD Z W 'y2'• \ a DIMENSION TABLE. ,�C'� INSTALLATION DETAILS FOR FLANGE. FRAMES INSTALLATION OPTION 1 CURVED HEADER INSTALLATION INTO WOOD 2X, SEE NOTE 2, THIS SHEET. ^� r TIP-TO-TII HEIGHT EMBEDMENT f-114" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. USE EITHER LATCH (# 29) OR BOTTOM LOCK (01).TESTED UNIT LOCATION: S-6/8' FROM VENT END. OPTIONAL ADDON 13 O EMBEDMENT CONCRETE/CMU PER ANCHOR REQUIREMENT CONCRETE/CMU PER ANCHOR`, REQUIREMENT TYP. ANCHOR- FLANGE (� HEAD, SILL&JAMBS �• 3 TYPE, EMSEDMENTAND •° %• ,. 1/4' MAX 41 27 EDGE DISTANCE EDGE - ` •' SHIM 12 61 10 PER SUBSTRATE, DISTANCE '! '� • -•� �. SEE TABLE 6, THIS SHEET, TYP. ANCHOR .• TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 5, THIS SHEET. INSTALLATION OPTION 1 INSTALLATION STRAIGHT HEADER OPTION 2 INSTALLATION ONTO INSTALLATION WOOD 2X. NO ANCHORS ANCHORS DIRECTLY REQUIRED AT HEADER. INTO MASONRY. —►I 4.— 114" MAX. SHIM #12 STEEL �� I SELF -DRILLING SMS (G5), SEE TABLE 5, THIS SHEET INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 4� l/jMAX SHIM DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR EXTERIOR 11 STEEL STUD. SEE SUBSTRATE 43 u \—O EXTERIOR VISIBLE LIGHT WIDTH BUCK WIDTH TIP -TO -TIP WIDTH HORIZONTAL SECTION A —A TABLE 5: Anchor Group Anchor Substrate Min. Edge Distance Min. Embedment A 1/4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 1" 1-1/4" B #12 Steel SMS Screw (G5) P.T. Southern Pine (SG = .55) 9/18" 13/B" 1/4" 410 SS CreteFlex Concrete (min. 3.35 ksl) 1" 1" Ungrouted CMU, (ASTM C-90) 1.3/4" 1-114" C 114" Steel Ultracon P.T. Southern Pine SG = .65 1" 1-/8" Concrete (min. 2.7 kei) 1" 1-&&, Ungrouted CMU, (ASTM C-90) 1" 1-114, ' MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. Aluminum, BOBS-T6 min. 3/B" 1/8"" Steel Stud, Gr. 33 min. 3/B" 0.0348 (20 Ga)• A38 Steel 3/8" 1/8"' P.T. Southern Pine (SG = .55) 1" 1-3/8" iEMBEDMENT EDGE :''q,� `,. ' • DISTANCE INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EGRESS FORMULAS (EQUAL-LITE) WIDTH: TIP -TO -TIP WIDTH - 4" HEIGHT: TIP -TO -TIP WIDTH)2 - 65116" WIDTH (SASH): TIP -TO -TIP WIDTH-5.1/16'I WIDTH (FIXED): TIP -TO -TIP WIDTH -4' HEIGHT: (TIP -TO -TIP HEIGHT- 7-1/167)12 I PROPERTIES, TABLE 6, THIS SHEET. V NOTES 43 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2.264" 31 20 2X WOOD 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 6, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. BUCKSTRIP, 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. IX AND 2X BUCKS SEE NOTE 2, (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE PRODUCT RBV69BD THIS SHEET. I ENGINEER OR ARCHITECT OF RECORD. as complying with the Florida —11 Building Code I-)O) 2 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO Acceptance No T REFERRED TO AS DAYLIGHT OPENING) IS `�� ONY L•NN /i Revised By. Date. Revision: ExpirationDate G } MEASURED FROM BEAOINGTO BEADING. `� �'��;•• �tGENSF' (`�•p //� JJ 10/10/11 NO CHANGE By L 1/4' MAX SHIM P Miami ade Product F * ; Revised By: Dote: Revtelon: NO ANCHORS ! — No.58705 * ' REQUIRED IN • • ;• CONCRETE PER ' • ANCHOR ® Dsscrfptlam Omwn BY% FLANGE <: `:: Q REQUIREMENT p '. SAN 10 tl .'t�� FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI FRAME SILL a,• • a " ' O O • �i��''•.FCORIOP,.•'••�_ � 1070N. ECHNOLLOOOY DRIVE Rile: Data VERTICAL SECTION B—B e //'SS�O/NI1AI1L1 NOVENICEKOMIS FL734�4 SINGLE HUNG WINDOW INSTALLATION 05/11/11 A. LYNN MILER, P.E. Sa:fas/1JodeF. Scats Shsst: Drawing No. Rev. .,. RE.#68705 CERi. OF AUTH. #29296 SH-200 NTS 4 OF 8 MD—SH2OO-01 A INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION 2X WOOD, SEE NOTE 2, THIS SHEET OPTION 5 � EMBEDMENT CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR (SCREW) THROUGH THE FIN EDGE DISTANCE 6 1,465" VISIBLE LIGHT HEIGHT 41 EXTERIOR 2.761" G'7 BUCK HEIGHT 36 43 2.264" 31 TYP. ANCHOR TYPE, EMBEDMENT ANDEDGE DISTANCE PER SUBSTRATE," SEE TABLE 6, THIS SHEET, INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN — L VISIBLE LIGHT HEIGHT 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. USE EITHER LATCH (# 29) OR 32 BOTTOM LOCK (#11). TESTED UNIT LOCATION: 0.6/0" FROM i-4-84—) VENT END. I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET 2X WOOD, EMBEDMENT SEE NOTE 2, THIS SHEET EMIEMBEDMENTANDEDGE---/ 2X WOOD, NOTE 2, DISSEE THIS SHEET EMBEDMENT MM ANCHOR TYPE, EDGE DISTANCE EDGE DISTANCE 1/4- MAX SHIM �+-- 1/4"MAXSHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE r DISTANCE PER SUBSTRATE, I SEE TABLE 8, THIS SHEET. HORIZONTAL SECTION C-C /--, DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. INSTALLATION �Z3� j� INSTALLATION OPTION 5 OPTION E INSTALLATION STRAIGHT HEADER ANCHOR (SCREW) INSTALLATION ANCHOR THROUGH THE FIN (SCREW) THROUGH THE FIN MULLION SECTION DADE APPROVED MULLION, MAY BE INSTALLATION VERTICAL OR HORIZONTAL. MAX. 1/4" SHIM. SEE SUBSTRATE OPTION 7 PROPERTIES, TABLE 6, THIS SHEET. INSTALLATION ANCHOR (SCREW) 1/4°MAX. SHIM THROUGH THE FIN EXTERIOR V #10 STEEL SELF -DRILLING SMS (G6) " EXTERIOR U V ALUMINUM/STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. NOTES TARLE A - WITH FIN REMOVED Anchor Substrate Min. Edge Distance Min. Embedment 2-1/2" x .113" Box Nall P.T. Southem Pine (SG = .55) 1/2" 2-7/16' 2-1/2" x .131" Common Nall . P.T. Southem Pine (SG = .55) 9/16, 2-7118" 2-1/2" x .145" Roofing Nall P.T. Southem Pine (SG = .55) 9116" 2-7/96" #10 Steel SMS Screw (G5) P.T. Southem Pine (SG = .55) Aluminum, 6063-T6 min. 3/8" 1/8" Steel Stud, Gr. 33 min. 3/8" 0.036 A36 Steel 3/8" 1/8" 1 USE ONLY SUBST 7 ' MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1/4" MAX SHIM ) E 111 I I I / APPROPRIATE ANCHORS LISTED ONTABLE60FTHISSHEET. \��pC1�,�Y,N,4'1 FOLLOW EMBEDMENT AND EDGE `� '�.•'�10ENSF'•.F�p EDGE DISTANCE LIMITS. ANY DISTANCE INSTALLATION OPTION SHOWN •k ; '• * �; MAY BE USED ON ANY SIDE OF THE _ No. 58705 EDGE WINDOW. - �r DISTANCE — a• � Q' 2) 2X WOOD FRAMING OR BUCK, � •. L o (° / I lLI EMBEDMENT 1-1/2 THICK OR GREATER. �'��•,• 6TA : �; 1070 TECHNOLOGY DRIVE 2X WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT REFERRED TO AS DAYLIGHT . FCORIOP.•' �i� is �� ri S O i- N. VENICE. FL 34275 P.O. BOX 1528 ALSO OPENING) NbKOMIS; FL 34274 IS MEASURED FROM VERTICAL SECTION D-D BEADING TO BEADING. 'I A.fLYNN MI�ILLER p.E. p,E.g69705 CERT. OF AUTH. #28295 isea Aw. Dore: RalelOa: JJ 10/10/11 NO CHANGE Iced By: Date: Revlatan: EDGE DISTANCE O 2X WOOD, SEE NOTE 2, THIS SHEET .7 EMBEDMENT :z INSTALLATION OPTION 6 INSTALLATION ANCHOR VISIBLE LIGHT FORMULAS (EQUAL-LITE) WIDTH (SASH): BUCK WIDTH-4-1/16" WIDTH (FIXED): BUCK WIDTH-3" HEIGHT: (BUCK HEIGHT - 6-1/16") 12 PRODUCT REVISED' 0 9 com"yhrg with be FlodAa Accordance No Deeeripflon: umwn W. FIN FRAME INSTALLATION DETAILS J ROSOWSKI Atle: Data: 31NGLE HUNG WINDOW INSTALLATION 05/11/11 Sedee/Modef: Scale: I Sheet: Drawing No. Rev: SH-200 NTS 5 OF S MD-SH2O0-01 A TABLE 7.- Anchor Quantities Required, Flange Frame Maximum gash Maximum Window Width' Group A Group B Group C 28.112° Group A Group B Group C 1 33" Gmup A Group B Group C 1 37' Group A Group B Group C 41° 1 Group A Group B Group C 45" Group A Group B Group C 4t1" Group A Group B Group C 53-US' Group A Group B Group C Window Heroml Heiht' g (see Figure A, [his sheet) o: i rc i o; z 'M rc gig z o: M o: M i 2 g i 2 2 g rr re i rc to E rc M rr 2 rc¢ 2 a 2 z o: s ro 3: -2 rc 2: g o: 2: z 2: 23" 11.9/16° (Equal Lite) 2 2 2 21 2 2 12 2 1 2 2 1 2 1 2 1 2 2 2 1 2 1 2 12 1 2 2 2 2 21 2 1 2 1 2 2 1 2 1 2 1 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 under 18-9/16" 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 1 2 3 2 3 1 2 4 1 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 37" 1BS/16" (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 1 2 2 0wr18s/18° 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 under 16-7I6" 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 38-3f8" 15.71V thru 19.3/16" a 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 2 2 19.1/4' (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 o%er 19.1/4' 2 2 2 1 2 1 2 1 2 1 2 3 2 2 1 2 2 2 1 3 2 1 3 1 2 2 1 2 1 3 1 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 3 2 3 under 10-9I18" 2 2 2 1 2.1 2 1 2 1 3 2 3 2 2 2 1 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 1 4 2 4 2 3 2 4 2 3 2 3 2 1. 1"116° thru 22.51B"' 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 1 4 1 3 3 2 3 2 1 3 3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 2241116" (Equal Lite) 2 2 2 2 1 2 2 2 2 2 2 2 2 3 3 2 2 1 2 2 3 3 3 3 2 2 3 3 1 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 ow122-9116" 2 2 2 2 J 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 under20-t/6" 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 21 3 2 40' 20.110, Ihru 24.1/2"' 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 3 3 3 2 3 2 3 2 3 2 3 2 24-9116" (Equal Ute), 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 over 24-9118" 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 42 4 2 3 2 4 2 4 2 3 under2043f16" 3 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 50-5/8" 20-73/16" thru 24-11718' 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 2 3 2 3 3 3 2 3 2 243/4" (Equal Ule) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 owr.20W 2 3 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 under24.15118" - 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 5 3 4 3 3 3 5 3 4 3 4 3 5 3 4 9 4 3 81' 24.15119' thru 30316"' 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 .3 3 2 3 2 4 3 4 3 3 2 4 3 3 3 3 2 4 3 3 2 3 2 4 3 3 2 3 2 30-9116" (Equal Ule) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3. 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 over 30.8/18" 2 3 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 4 2 3 2 4 2 4 2 3 2 4 2 3 2 3 under 263/4" 3 2 3 2 3 2 4 2 9 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 6 2 4 2 3 2 6 2 4 2 4 2 5 2 4 2 4 2 �, 26-3/4° lhru 91-518" s 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 3 9 2 4 3 4 3 3 2 4 3 3 2 3, 2 4 3 3 2 3 2 31.9118° (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 9 3 3 3 3 3 3 3 3 3 3 3 3 3 9 9 2 2 owr 31-0/16' 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 4 2 3 3 4 2 4 2 3 3 4 2 3 2 3 under 29-314" 3 2 3 2 3 2 3 2 3 2 3 2 9 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 8 2 4 2 4 2 5 2 4 2 4 2 73" 29-9/4° thru 36-5/8"' 3 2 3 2 3 2 3 2 S 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 4 3 3 2 4 3 4 3 3 2 30.9116" (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2L33 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 owr38-9/18" 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 3 2 2 3 2 2 3 3 3 3 2 3 3 4 3 3 3 3 3 4 3 3 2 3 under 3M314" 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 3 2 78" 31314" Ihru 39" a3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 2 3 2 3 3 3 2 3 2 4 3 3 2 3 2 4 3 4 3 3 2 39-IIIW (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 2 2 3 3-1 3 1 3 2 2 1 3 3 3 3 3 3 3 3 3 3 3 3 I Tlp-to-tip dimensions for flange windows shown. For buck dimensions, subtract 1". 2 O'srall sash height. For clear daylight height, subtract 3-9/16". 7 Size range Includes the standard Pro -View 3-o\er-2 con9 uration for the hen Window Height. 4" FROM g ( 9 ) g B SEAM 9" MAX "MR" raters to "Meeting Rail". � FOR ALL For c\erall sash width, subtract 2.16/16" from the buck dimension. FLANGED NOTES WINDOWS WITH } 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION A CURVED HEADER,AN ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. ADDITIONAL ANCHOR IS 2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. REQUIRED AT 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH THE CENTER OF THE HEADER. 4) REFER TO TABLE 6. SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. PRODUCT REVISED ` as complying with the Florida Bu(Iding Cgdo Accop4' Expfretign rttw No Ifo Dato - By _in i ade Product n co 1 r 0 4 ro5' 0 O O W g� Z LL !� O O y 40 VISIBLE LIGHT I SASH Z Z DI HEIGHT I HEIGHT Z Z SASH HEIGHT II eT- U -3.9/18" fl p dC) L 5 Z CD 8 N I J Z Z a ter ® ON ~ N g FIGURE A: SASH CROSS 51 oa, o 0 SECTION (WITH o MONOLITHIC GLASS) c z c�5 \\11111111frff� v C06p n st Q_ z -eo bo Z - Z:w � cn co� J sal PRODUCT REVISED eamplyin$ with the Plmids S as Building C"de l No ANGLED/CURVED ANGLED/CURVED sXpim �p FRAME FRAME ASSEMBLY 90° CORNER ASSEMBLY miemi ad. Product 90° CORNER FRAME FRAME 3 ASSEMBLY ASSEMBLY � �a 21 21 J_ Z N n NOTCNEP EACH END VWEEP3 NOTCH ® EACH END 8 50 - 51 •--e Q ❑( b J 2 6 ( Q LL O MITERED FRAME 60 61 FLANGE FRAME 50 51 WITH FRAME MITERED FRAME SHOWN, FIN WELDS AT FRAMESIMILAR Z O Eclah $ (' y Z SCREW BOSSES WITH FRAME WELDS AT Z J O O SCREW BOSSES in ? Z ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR 9Ve FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL Z Z N U A 5 1/8' ANNEALED OR TEMPERED GLASS 112" NOM. 1/2' NOM. GLASS STACK GLASS STACK �p 1/41AIRSPACE 3/16"AIRSPACE ® Am a TEMPERED GLASS 1!8"ANNEALED OR TEMPERED GLASS 1/8' ANNEALED OR e TEMPERED GLASS TEMPERED GLASS K 40 I HO 41 I 81 42 82 43 llkl- 7 43643/8"NOM. 3!8"NOM. 3/8" NOM. 0GLASS BITE GLASS BITE 3/8" NOM, 3/8" NOM. d cGLASS BITE GLASS SITE 1 GLASS BITE36 36 36 33 32 ��lli'833 IV/O;L�,, 1/8" GLAZING DETAIL 3/16" GLAZING DETAIL 1/4" GLAZING DETAIL 1/2" I.G. GLAZING DETAIL 1/2" I.G. GLAZING DETAIL GLASS TYPES A & B GLASS TYPES C & D GLASS TYPES E & F GLASS TYPES G & I GLASS TYPES H & J y �� 6 -_ J 3/16"ANNEALED OR TEMPERED GLASS 1/4"ANNEALED OR ---I TEMPEREDGLASS I Item # PGT Dwg. # PGT Part# Description 1 2703E 62703EW Flange Frame Head 2 2751B 62751BW Flange Frame Sill 3 2781 62781 W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 5 2714E 62714EW Integral Fin Frame Sill 6 2782 62782W Integral Fin Frame Jamb 7 2706 62706DW Sash Bottom Rail 8 2707 62707CW Sash Top Rail 9 2739 62739W Fixed Meeting Rail 10 2709 62709CW Sash Side Rall 11 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb, Flex PVC 70 21 1662C 71662CW Head/Sill Gasket, Polyethelyne 22 1270 7PAD116 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Rigid PVC 24 4066 6406BG Wstp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 7121UM Balance Take-out Clip 27 Varies per Size Balance 28 2711 4280OW Sash Cam, Nylon '29 1096 71096W Sweep Latch, Zinc 30 1016 7858WW #8 X.625 Ph. FI. SMS Latch Screws 31 1267 71267N Setting Block 1/8'x 1/2" x 1", EPDM 32 6DURAK316 Duraseal - 3/16" 33 6DURAK14 Duraseal - 1/4" 34 Sash Bottom Lock Spring 35 Screen Cloth, Fiberglass 36 Dow Coming 899 Silicone Glazing Sealant 40 1625 61625E Glass Bead (118" Glass) 41 2719 62719E Glass Bead (3/16" Glass) 42 1263 61263E Glass Bead (1/4" Glass) 43 1253 6VT48B Glass Bead (I.G.) 50 781 PQA #8 X 1" QUAD Pn SMS 51 781 PSTX #8 X 1" Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 781 LHPQA #8-15 x 1 LH Twinfast Screw Zinc 53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw Zinc (S.S.) 54 78XIPFTFUA #8 X 1" Ph FI u/cut SMS 55 78X1 FPAX #8 X 1" Ph FI - Stainless Steel 60 1/8" Annealed or Tempered Glass 61 3/18" Annealed or Tempered Glass 62 1/4" Annealed or Tempered Glass 63 118"-1/4" Air -1/8" An. or Temp. I.G. 64 1/8% 3116" Air - 3/16" An. or Temp. I.G. +- 2.000" .062" .6001, ,869° .082" .082° A 1 FLANGE FRAME HEAD 6063-Te ALUMINUM 2.056° 3.225" .050" 875" 1.125° 050. 2.056" OINTEGRAL FIN FRAME SILL 6083-T6 ALUMINUM -•-i i-•-- .062" 1.582' .062" OFIXED MEETING RAIL 8063-T6 ALUMINUM 2.600" .050" .050' IDo" 2.056" 2 FLANGE FRAME SILL 6063-TSALUMINUM 1,126" +� .050° J .062" 2.000' 1 050" 1 .976" .062" 050" INTEGRAL FIN 8 FRAME JAMB 8083-T6 ALUMINUM .082" I .197" .050" -J .928" [-- OSASH SIDE RAIL 10 6063-T6 ALUMINUM oIIIIIfI .CEN3F ' ' No, 58105 o lio Il �= EOP .'��: �''•FSSIONP� rrlt iI A. LYNN hMILLlEl Rt+. P.E. P.E.p 58705 1 238' '05D" 0182" 2.000" 1 500^ - 062" .050" OFLANGE FRAME JAMB 6063•T6 ALUMINUM I 1.807" 1.22B" .082" -.-I .062" .e2s^ 7 SASH BOTTOM RAIL 6D63-TB ALUMINUM 2.000" .982" -F 1.126' 059, .062' .869" .062" •°62° I .062"--II-�--- OINTEGRAL FIN FRAME HEAD 60M-T5 ALUMINUM .978° 1.898" .002" .800" �- 8 SASH TOP RAIL 6063-T6 ALUMINUM .BBS' -T LF ,038' ,828° 874" .06V 1.157- r 1.1e7" 050" .050° 13 ADDON FLANGE 6063-78 ALUMINUM 11 SASH BOTTOM LOCK RAIL SASH STOP 12 6083-T5ALUMINUM e083-TB ALUMINUM PRODUCT REVISED as complying with the Florida Building Coda Acceptance4Nol)Rav4od By: Date: Ravielon: hati,aJJ 10/10/11 NO CHANGE ByRevlaed Br Gate: Revision: Miam ad ® Description: Drawn BY: BOM & PART DETAILS J ROSOWSKI 1070 TECHNOLOGY DRIVE Tltlot Gore: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P.O. BOX 1529 NOKOMIS; FL 34274 Sertea/ModeF. Scale: Sheet: Dmwing No. Rer. CERT. OF AUTH. y29296 SH-200 NTS 8 OF 8 1 MD-SH2O0-01 A