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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONL�'j i DATEFIILED: I.a— ' PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: CONCUIRRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVI� ?N SCANNED 2300 Virginia Avenue NN o0 BY Ft. Pierce, FL 34982-5652 St. Lucie COullty 772-462-1553 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 8524 Gallberry Cir 2. PROJECT NAME: Maschek SITE PLAN NAME: 3. PROPERTY TAX ID #: 3425,703-0251-000.6 4. IEGAL DESCRIPTION (attach extra sheets if necessary): - Savanna Club Plat Three Blk 25 Lot 41 (or 3545-727 5. PLAT BOOK 6. PAGE NO. 9. P'ARCEL SIZE (ACRES/SQ FT.): 7. BLOCK NO. 25 8. LOT NO. 41 LOT DIMENSIONS: `� 'C�'�/r1D 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT O WORK ACTIVITY: d 1,6 ,g� v3 V. i Stda V-) S �'NAN- 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: � LEFT SID 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION RESIDENTIAL [ ] COMMERCJAL [ ] INDUSTRIAL OTHER (SPECIFY) " v I 13. DESCRIPTION OF PROPOSED USE: mil e� Ci"tS i —�— — I 14. SQ. FT OF CONSTRUCTION: C�T 15. SF. FT I st FLOOR: 16. VALUE OF CONSTRUCTION: $ 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 mith 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 .I OWNER INFORMATION NAME: I Toni Maschek ADDRESS: 8524 Gallber[y Cir CITY: Port Saint Lucie //,,,, S ATE: FI ZIP: 34952 PHONE (DAYTIME): 4A `F� — 7�2--, 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: CITY: PHONE YTIME): () CONTRACTOR INFORMATION STATE: ZIP: ST. of FLiREG.CERT #: CRC-1330712 ST. LUCIE COUNTY CERT #: BUSINESS NAME: South Florida Aluminum Products I QUALIFIERS NAME: Gary Whigham ADDRESI : 4801 South Us Highway 1 CITY: I Fort Pierce STATE: FI ZIP: 34982 PHONE (DAYTIME): (772) 466-0913 FAX NO. 466-1074 Email: Sfapbooks@bellsouth.net CITY: PHONE INFER: Suncoast Architecture & Engineering LLC 13630 58th Street North Suite 101 YTINIE): 727) 532-9000 BONDING COMPANY: ADDRESS: CITY: STATE: STATE: ZIP: 33760 ZIP: I MORTGAGE LENDER: ADDRESSI: CITY: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will beIvoided and returned to you by mail. OWNER INFORMATION NAME: I Toni Maschek ADDRESS: 8524 Gallber[y Cir CITY: Port Saint Lucie //,,,, S ATE: FI ZIP: 34952 PHONE (DAYTIME): 4A `F� — 7�2--, 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: CITY: PHONE YTIME): () CONTRACTOR INFORMATION STATE: ZIP: ST. of FLiREG.CERT #: CRC-1330712 ST. LUCIE COUNTY CERT #: BUSINESS NAME: South Florida Aluminum Products I QUALIFIERS NAME: Gary Whigham ADDRESI : 4801 South Us Highway 1 CITY: I Fort Pierce STATE: FI ZIP: 34982 PHONE (DAYTIME): (772) 466-0913 FAX NO. 466-1074 Email: Sfapbooks@bellsouth.net CITY: PHONE INFER: Suncoast Architecture & Engineering LLC 13630 58th Street North Suite 101 YTINIE): 727) 532-9000 BONDING COMPANY: ADDRESS: CITY: STATE: STATE: ZIP: 33760 ZIP: I MORTGAGE LENDER: ADDRESSI: CITY: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will beIvoided and returned to you by mail. CER`TIFICATION: 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 islin 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. I 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. 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 n GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO Z / THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. R SIGNATURE STATE OF FLORJDA 'r COUNT OF �.1�1 The foreg'I ing instrumentMov was acknowledged before me this_ day of 20_�, by who is pe or has produced RE STATE OF FLOR P COUNTY OF �—/ LPAI The foregoing instrument was acknowledged before me this aday of 'I Ua 1� , 20 , r by i who is �yn or has produced as identiri ation. as identification. Signature Hof Notary� Signature of Notary Commission No. 11 ":e�11AA Commission No. I 1 MYO1SSION EE 10T195 , }'^T pYk VICTORIA MN VVOIF ti, * FJ(PIRES. June 26, 2015 = i * MY COMMISSION q EE 107795 Bonded Thru Notary Pubiio Undelvnd e :4t,t EXPIRES: June 28.2015 Bonded Thro Nota Pu II E NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE N THIS BUILDING PERMIT AS AN OWNERIBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SI THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. it r OFFICE USE ON--, � ' � � ' � BP #: SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE F­U LOT CVG % TAZNO. - I --i iT FLR ELV — - -- — --- MAX. HGT - - -- -- -- - - — - CONS-1 TYPE OCCUP TYPE MAX OCCUP .. # OF FL RS WATER'- -- -- ---- --- --SEWER--- - -- -------- - - ----- - LOT OF REC Before 1/1990 LOT OF REC After 111990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT! CODE HABITABLE AREA RADON FEE PERMIT FEE LIBRARY IMPACT FEE PUBLIC BID IMPACT FEE CORRECTION PUBIC BLD IMPACT FEE GENERAL v PARKS IMPACT FEE SCHOOL IMPACT FEE ROAD MACT' FEE CREDIT Y N LAW ENF IMPACT FEE FIRE/EMS IMPACTREQUIRED FEE. DRIVEWAY Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIREI MECHANIC _ ROOF ELECTRIC GAS PLUMBING NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: / I REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION P �TlE�il- SEA TURTLE REVIEW MANGROVE REVIEW. RECEIVED t DATE -COMPLETED - INITIALS �1 PLANNING & DEVELOPMENT SERVICES © BUILDING & CODE COMPLIANCE DIVISION BUILDING PERMIT SUMMARY pSUB-CONTRACTOR 1""CaZA will be using the following sub -contractors for the (Company/Individual Name) project located at (Stre address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors Iisteld below, I will immediately advise the Building and Zoning Department of St. Lucie County. St. Lucie County/ Trade Name of Company/Contractor State of Florida License Number Electrical SW eoc� � Vk Fia, c Plumbing HVAC/ Mechanical Roofing Gas i i ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �ORI� BUILDING PERMIT SUB -CONTRACTOR AGREEMENT I St. Lucie County Contractor Certification Number:l7 State of Florida Certification Number (If applicable): > 4t LO tIec.+ric (Company Name/Individual Name) have agreed to be the �' II l I G 1 cIC�CTr( I CL/n sub -contractor for t_ XI 1r C� LinU./Yl rod (Type of Trade) (Primary Contractor) for the project located at Sail «b—_rr Q r 34RS l - COO • ZO (Project Street Ad(r ss or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) SIGNAT SIGNATURE PRINT NAME DATE Property Appraiser - St.Lucie County, FL http://www.pasIc.org/pasIc/prc.asp'lprciid=342570302510006 Toni Maschek (TR) Record:1 of 1 Property Identification Site Address: 8524 GALLBERRY CIR Sec/TowIn/Range: 25 :36S :40E Map ID: 34125S Zoning: PUD PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 3425-703-0251-000-6 �LUCIE CpG� Account #: 129123 Use Type: Mob Homes City/Cnty: Saint Lucie County )wnership and Mailing Owner: Toni Maschek (TR) Address: 8524 Gallberry Cir Port St Lucie FL 34952-4125 Sales Inforrr Date 7/19/2013 3/2/2010 6/23/2b06 6/29/2001 8/26/1991 7/3/1990 Price Code 78000 0001 85000 0001 100 01 69000 00 100 01 64800 00 Legal Description SAVANNA CLUB PLAT THREE BLK 25 LOT 41 (OR 3545-727) Assessment 2013 Total Land and Building Deed Book/Page 2013 Final: 60000 Land Value: 15000 Acres: 0.11 WD 3545 / 0727 Assessed: 60000 Building Value: 45000 WD 3178 / 2236 Ag.Credit: 0 Finished Area: 1258 SgFt QC 2621 / 0454 Exempt: 60000 WD 1409 / 1458 Taxable: 0 WD 0752 / 2160 Taxes: 341.49 WD 0698 / 2537 BUILDING INFORMATION Exterior Features View: RoofCover: - RoofStruct: ExtType: MHA-MHA YearBlt: 1991 Frame: Grade: SAVC - SAVC EffYrBlt: 1991 PrimeWall: StoryHght: I 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms: 2 Electric: - PrmintWall: FullBath , 0 HeatType: FHA- FrcdHotAlf AvgHUFI: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: - %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 1 0200-Mob Homes 140 -Flat 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED Depth 1 of I 1 11/25/2013 10:01 AM O1/23/2014 08:49 FAX 7724661074 SOUTH FLA ALUMINUM lM001 NOTICE OF COMMENCEMENT Permit. No. Tax Tax Folio No._.._342.5 7Q3_0251-000_6.--.___.—.--.. l l _ State of Florida County of St. Lucie The undersigned hereby gives notice that improvementwill he made to certain real property, and in accordance with Chapter 713, Florida Statute., the following information is provided in this Notice of Commencement. Legal Descr 8524 Ga General Owner int( Name _ Address Interest. in Name and of Property: (and street address i+: available): i Cir Savanna Club Plat Three 131k 25 Lot 41 (or 3545- of improvement:_ )n or Lessee information if the Le.sse¢! contracted for the improvement; Maschek Galiber134952 —••--••-----•— of fee simple titleholder (if different :'ram Owner listed above); Contractors Name:._ South Florida Aluminurr._Products LLC— ContractorAddress: 4801 South US H hw� _1 1=:ort F'Jierce•, F1 3AQL2.'Phone Number: 772-466-0913 Surety (if r. Name and Lender N L-ender's Persons v 713.13(1) Name: _ Address: icable, a copy of the payment bond i; attached): Amount of bond; 1'linnt� numb(ir:._ Phone Number: hin the State of Florida designated by iawrter upon whom notices or other docurnents may be served as provided by Section )7., Florida Statutes: �Y Phone Number: 1n addition to himself or herself, Owner designates of —_ — �. Lienor's Notice as provided in Section 713,13(1) (hl, Florida Statutes. Phone number of person or entity designated by Owner:_._..._.._.._._...-.........._....._.._.._..____- xt O :q N °- nA�-,DcOn 0 � n � p c.�c rr' as�r�' o A m U � n o X a' cD O rn c> C to receive a copy of the Expirationidateof notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will he 1 year from the date of recording unless a different date is specified) COMNCEMIENT ARE WARNING TO OWNER: ANY PAYMENTS MADE RY TFItT: OWNER I 713 13 TI'LORI EXPIDA RATION Ul C_S,TAND CAN RESULTINIE NOTICE OF OUR PAYING TWICE CONSIDERED III OR IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECfI SITE BEFORE THE IMPROVEI ENTS TO YOUR PROPERTY,A NOTICE CE OF CI M ENCEMENTWITH :�1RS.f:.NDER Oil RECORDEDT BE 'J ATTORNEY BEFORE COMMENCING WORK OR FIRST INSPECTION. IF YOU INTEND TO OBTAIN RECORDING YOUR NOTICE OF COMMENCEMENT. Under pei ally of perjury, I declare that I have rend the foregoing notice of commencement and that the facts stated therein are true to the bes.. of my knowliedg. and belief. r -- — (Signature of Owner or Lessee, or Owner's or Lessee's Authorized officer/Director/Partner/Manager The s Title/Office) ing instrument was acknowledged before me this_ day of___ , 2—. By — I OFII 1Vrd5l iCn Name of Person MMY COMMISSION ii ! = 074898 EXPIRES: DoGembe. 8, 2017 or FronOoJod 1t ru Budgel Not;,: y Servios for Self Party on behalf of whom instrument was execi:ted Type of authority (e.g. officer, trustee) {Si$na"tre"ojf Notary Public - State of Florida) (Print, -Type, or Stamp Commissioned Namc:. of IJotajy Public) Personally known—•,_ or produced Identifications` Type of Identification produced. i a-- s ic. Jj!; yp y} rr22yy yf. j S¢Yir 1 xw 4 +` :;✓s",�..«;,.>.,y, x..r' i w a b.,."--..........a " ..�.,._�.�.ba::a ...;.,.>.ta.,.. .a^5a"M"r vr;G '�✓+"''`31'"zKi�?� BCIS Home Log In User Registration _ Hot Topics Submit Surcharge Stats & Facts Publications FBC Sta ff ? BCIS Site Map Links j Search . Businesa 3, Professio al � ProductApproval til,; ��� USER: Public User ,- ` Product Aoorovai Menu > Pro -duct or Al)nllcat'ion Search > Aopiication I. ist > Application FL # Ft2349 19 ? Application Type Revision Kr is Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product ,Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windowsti Subcategory SIIeHtin�' Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 TAS 202 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A h Date Submitted 12/10/2012 Date Validated 12/18/2012 r Date Pending FBC Approval Date Approved 12/20/2012 Year 1994 1994 Summary of Products r�uucy nun.ucr ur 1\ —c SH - 200 (Non -Impact) ucbcnNuun ................._................ ........... ......._........................ _............ ......... Alumminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL239 R19 C CAC 11-1013.12.Ddf Quality Assurance Contract Expiration Date 09/01/2016 Installation Instructions FL239 R19 II 11-1013.12.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH - 500 (Large Missile In -pact) WinGuard Vinyl Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL239 R19 C CAC 11-1013.19.Ddf Quality Assurance Contract Expiration Date 01/08/2014 Installation Instructions FL239 R19 II 11-1013.19.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH - 600 (Non -Impact) ; Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R19 C CAC 11-1013.13.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2016 3 Design Pressure: N/A I Installation Instructions Other: Please see Miam-Dade County Notice of Acceptance I FL239 R19 II 11-1013.13.Ddf (NOA) for product performance information, anchorage details, and i Verified By: Miami -Dade BCCO - CER anchor type, size, and spacing information. I Created by Independent Third Party: 'Evaluation Reports 1 Created by Independent Third Party: 239.4 SH - 700 (Impact) ` WinGuard Aluminum Single Hung Window i Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R19 C CAC 11-1013.14.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: Yes 03/26/2016 Design Pressure: N/A ! Installation Instructions i Other: Please see Miami -Dade County Notice of Acceptance FL239 R19 II 11-1013.14.odf (NOA) for product performance information, anchorage details, and Verified By: Miami -Dade BCCO - CER anchor type, size, and spacing information. Created by Independent Third Party: i ( Evaluation Reports [ Created by Independent Third Party: 239.5 SH - 800 (Large Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL239 R19 C CAC 11-1222.04 LM.Ddf Quality Assurance Contract Expiration Date 05/03/2017 Installation Instructions FL239 R19 II 11-1222.04 LM.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH - 800 (Small Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. 239.7 Certification Agency Certificate FL239 R19 C CAC 11-1222.05 SM.odf Quality Assurance Contract Expiration Date 05/03/2017 Installation Instructions FL239 R19 II 11-1222.05 SM.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: SH-3000 (Large Missile Impact) E Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R19 C CAC 12-0726.02.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miarri-Dade County Notice of Acceptance FL239 R19 II 12-0726.02.Ddf (NOA) for product performance information, anchorage details, and Verified By: Miami -Dade BCCO - CER �n.•L.n. F....e orc —A c. —i-, r—Forl L... Tn.le..e.. ri o..F T4.i..1 Do.+.,• 239.8 SH-3000 (Small Missile Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Evaluation Reports Created by Independent Third Party: Architectural Systems Aluminum Single Hung Window Certification Agency Certificate FL239 R19 C CAC 12-0726.01.1)df Quality Assurance Contract Expiration Date 12/06/2017 Installation Instructions FL239 R19 II 12-0726.0l.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: r?a<:: hx:xt 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: rt.R '3 ®LER=i' "R;R. 4l'.CIEI Its 3,: E"Sl.f".� MIAMI•DiADE T'M. DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 3 I5-2590 F (786) 315-2599 Nv%vw.mismidade.gov/pet-a/ PGT Industries 10,70 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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-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., 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 logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. (TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 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. MIAMI-DADE COUNTY NOA No. 11-1013.12 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). i I E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2410, 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. 11-0614.01, issued to PGT Industries for their Series "SH- 200" Aluminum Single Hung Window — N.I., approved on 09/O1/ d expiring on 09/01 /16. Man erez, P.E. Product Conftf 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). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & 6. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 5) 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 & 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: 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 El 300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-6479: ELCO ULTRACON NOA: ELCO CRETEFLEX NOA: ANSVAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBINGTHE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. I+ WIDTH —� �-- WIDTH —•-{ ----------------- f---- HEIGHT ------ '-' -`�_-� '� -- HEIGHT CDti PROVIEW/ORIEL ARCHTOP PROVIEW/ORIEL RADIUSTOP EQUAL LITE —� 53.1/8"" TIP -TO -TIP WIDTH --- 52-1/8" BUCK WIDTH NO ANCHORS 49.118" REQUIRED FLANGE IN VISIBLE LIGHT .- W MAX. FRAME HEAD B A 8" MAX. FROM �•—• — — — --_ //, _ try Iy 35.1/2' CENTER OF VISIBLE MEETING 21" LIGHT RAIL j MAX. O.C. I 78" }�—+L TIP -TO TIP .. ..-.. _.- A 77" HEIGHT BUCK 8" MAX. FROM / — HEIGHT CENTER OF JJJ MEETING I / RAIL Y3" 11 MAX. G.Q. 9" -.--B NO ANCHORS REQUIRED MAX' IN FLANGE FRAME SILL �I t `;TYP,FLANGE FRAME ELEVATION ' J (ZESTEDININIT( Y DESIGN PRESSURE RATING IMPACT RATING VARIES, NOT RATED FOR SEE SHEETS 2 & 3 IMPACT RESISTANCE 52-1/8' BUCK WIDTH _ 49.1 /8" _ VISIBLE LIGHT 3" MAX. — y C j L._ 6" MAX. O.C. 1 3"MAX.-�- 35-112" VISIBLE LIGHT .. I� H GHT —�j �- 6' MAX. O.C. TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 DESIGN PRESSURES ............ 2 & 3 INSTALLATION, FLANGE ............. 4 INSTALLATION, INTEGRAL FIN... 6 ANCHOR QUANTITIES.................6 GLAZING DETAILS ....................... 7 CORNER ASSEMBLY ................... 7 EXTRUSION PROFILES................8 PARTS LIST...................................8 Rrvle.d By: pale: Revlsl°n: JJ 10/10/11 2010 FBC NOTE PRODUCT REVISED uc camplylllg with the FIDdds Building Code Aeeeptnnu No I'- �)�✓• BxPiraagnDWe r� By A1Iam' Dade Product Can /t1/( // o�' ........, eF /, •'• * NQ.55705 Rev(.ed By. Data: RevLlon: 4U •, STAT OF ,_ '� OX` •.,pLORtpP,•'• ��� / 10NAL�? ///(/I I I i 11 t'� A LYPE.068705 P.E.CERT. e D.ecriptlan: GENERAL NOTES & ELEVATION Drawn By: J ROSOWSKI 1070 TECHNOLOGY DRIVE N. P.VENI E, FL 15z275 NOKOMIS; FL 34274 TiBe: SINGLE HUNG WINDOW INSTALLATION pale; 05/11/11 SeAae/Model: Scaly. SH-200 NTS Sheaf: 1 OF 8 Drawlnp MD-SH2O0-01 Rey. A OF AUTH. #292DB TABLE 1 Maximum Window Helght' Sash Helght s (see Figure A, this sheet) Design Pressure (lbs/ft2) for Glass Type A, Fin & Flange Frame Maximum Window Width' 19-118" 26-1/2" 33" $7 41" 45" 49" 53-1/8" 23" 11-9/16" (Equal Lite) +55.0 .90.0 +55.0 -90.0 +55.0 I -90.0 +55.0 -90.0 +55.0 , - 00.0 +55.0 , -90.0 +55.0 , -90.0 +55.01 -90.0 under 18-9/16" +55.0 , -90.0 +55.0 , -90.0 +55.01 -75.2 +55.0 -65.5 +55.0 , -67.3 +50.2 , -50.2 +44.8 , -44.8 +39.9 -39.9 37" 18-9116" (Equal Lite) +55.0 , -90.0 +55.0 -90.0 +55.01 -64.2 +55.0' -74.5 +55.0 1 .68.5 +55.0 - -61.0 +55.0 -57.7 +55.0' -55.0 over 18-9/16" +55.01 -90.0 +55.0 -90.0 +55.01 -75.2 +55.01 -65.5 +55.0 1 -67.3 +50.2 j -50.2 +44.8-44.8 +39.9 1 -39.9 under 15-718" +55.01 -90.0 +55.0 -87.1 +55.0 I -73.4 +55.01 •63.8 +55.01 -56.8 +50.0 -50.0 +44.8 I -44.8 +40.0 1 -40.0 38.3/8" 15 7/8' thru 19-3116" +55, 0 -80.0 +55.0 -90.0 +55.0 , -78.7 +55.0, .68.0 +55.0 , -58.5 +51.1 ; -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 +65.0 , -72.6 +55.01, -63.5 +55.0 , -57.9 +64.2 , -54.2 +51.6 , -51.5 over 19-1/4" +55.0 -90.0 +55.01 -87.1 +55.0 ' -73.4 +65.0 ' -63.8 +55.01 -56.8 +50.0 ' -50.0 +44.8 -44.8 +40.01 40.0 under 19-9116" +55.01 -81.6 +55.0 -72.3 +55.0 1 -61.3 +55.01 -55.3 +50.5 -50.5 +45.8 1 45.8 +42.0 1 -42.0 +38.7 1 -38.7 45" 19-9/16" thru 22-5/8" 22-9/16" (Equal Lite) +55.01 -90.0 +55.0 , •90.0 +55.0 I -87.9 +55.0 , -90,0 +55.0 1 -74.0 +55.0 , -78.8 +55.0 1 -64.3 +55.0 , •68.1 +55.0 1 -56.9 +55.0 -58.6 +50.1 I -50.1 +51.1 , -51.1 +44,8 I 44.8 +46.0 , 66.0 +40,0 I 40.0 +41.4 , -41.4 over 22-9/16" +55.01 -81.5 +55.0 -72.3 +55.0 1 -61.3 +55.01 .55.3 +50.5 -50.5 +45.8 ' 45.8 +42.0 42.0 +38.7 -38.7 under20-118" +55.01-71.6 +550-2.8 +55.01 -55.4 +50.31 -50.3 +45.9 +41.71 41.7 +38.91 -38.9 +36.2,' -36.2 -1/8" thr24-1/25 +5590.0549" +5-82.6 +55.0 -69.5 +55.0 -61.6 +55.0 -55.4 +49.3 49.3 +44.6 1 -44.6 +40.0 -40.020 (Equal Lite) +55.0 -9. +500 5 -00.0 +55.0 -76.4 +55.0 •66.5 ,45.9 65.0 -57.8 +504 -60.4 +45.0 45.0 +40.1 40.124-9/16" over 24-9/18" I 185.0+5 2.8 55.0,4. +50.3 , -50.3 +45.9 : 45.9 +41.7 41.7 +38.9 1 -38.9 +36.2 , -36.2 under20-13/16" +-67.8 +55.0-59.9 +53.3 -533 +48.5' -46.5 +44.1-44.1 +40.2 40.2 +37.6' -37.6 +.0 38 -34.8 4 b0.8/8" 20 13116" I -89.6 .-67.7 60.8 +64.2j -5.2 +48.0 j49.0 +44,2 4.2 +40.0 40.0 dit24 9l4'�(Equel Llte)T +55.0! -90.0 +55.0 I -90.0 +55.0 75.4 ±65i0 66 7` $45.0 I -57.4 +60.31 -60.3 +44.9 I -44.9 +39.9 1 -39.9 over 24-314" +55.0 , -67.6 +55.0 , -59.9 +53.3 -53.3 +48.5 48.5 +q4.1 44.1H4, 40.2 +37.6 - 77.6 +34.8 , -34.8 under 24.15/16" +55.0 1 .56.0 +43.8 -43.8 +41.9 -41.9 +39.1 -39.1 +36.0 -38.0 -32.6 +30.0 -30.0 +27.6 -27.6 81" 24-15/16" th u 30-5/8" a 30.9/16" (Equal Lite) +55.0 -75.0 +55.0 -87.8 +55.0 88.0 +55.01 -75.8 +55,0. _57.4 +55.0 1 -66.8 +51.9 _51.9 +55.01 -59.7 +47,4 �7,q +53.51 -53.5 +43.2 43.2 +48.7 I 48.7 +38.9 -39.9 +q3.9 43.9 +37.3 -37.3 +39.9 -39.9 o sr 30.9/16" +55.0 -67.8 +55.0 , -59.9 +53.3 •53.3 +48.5 �8.5 +44.1 -44.1 +40.2 40.2 +37.8 , -37.6 +34.8 ,1 -34.8 under 25-3/4" +54.7 , -54.7 +41.2 , -41.2 +40.3 , .40.3 +37.8 -37.8 +34.6 , -34.6 +31.3 -31.3 +28.91 -28.9 +26.5 , -26.5 63" 25-3/4" thru 31-5/8"� +55.0' -72.0 +55,0' -63.2 +55.0 -55.7 +50.5 -50.5 +46.1 -46.1 +41.9' -41.0 +39.0' -39.0 +36.3' -36.3 31-9/16" (Equal Lite) +55.0 -83.9 +55.01 -71.7 +55.01 -64.8 +55.01 -58.2 52.41 -52.4 +47.91 -47.9 +43.3 -43.3 +39.7 -39.7 over 31-9/16" +55.0 I -67.8 +55.0 I -59.9 +53.3 I -53.3 +4B.5 1 48.5 +44.1 1 44.1 +40.2 I -40.2 +37.6 1 -37.6 +34.81 -34.8 29-3/4" +53.3, -53.3 +39.7 -39.7 +39.1 -39.1 +36.7, -367 . +33.4 , -33.4 +30.3 , -30,3 +28.0 -28.0 +25.8 -258under 73„ 29-3/4" thru 36-5/8" 61.0 5 +0-52.0 +48. . .. +37.0, -37.0 +34.1 -34.1 -31.4, 36-9/16" (Equal Lite) over 38-9/18" +55.01 .68.3 +55.0 I Z7.8 +55.0 j -56.3 +55.0 I -58.3 +52.1 j -52.1 +52.1 152.1 +51.5 j -51.5 +48.5 I -48.5 +47.0 -47.0 +44.1 1 -44.1 +42.71 42.7 +40.2 1 -40.2 +39.0 -39.8 +37.6 1 -37.6 +37.0 -37.0 +34.8 -34.8 under 31-3/4" +53.3 1 -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 1 +25.8 -25.8 78" 31-3/4" thru 39" +55.0 .58.3 +48.0 , 48.0 +45.2 , �5.2 +41.2 , 41,2 +37,9 , -37.9 +34,g , _34.8 +31.7 , -31.7 +29.5 -29.5 -- 39-1/16" (Equal Llle) +55.0' 62.5 +50.8 -50.8 +q6,3 •48.3 +45.2' -05.2 +44.2' 44.2 +40.3 i 40.3 +37.7 -37.7 +34.9' -34.9 'Tip-to-tip dimensions for flange windows shown. For fin windows or buck dimensions, subtract 1". 2 Oterall sash height. For clear daylight height, subtract 3.9/16". Size range Includes the standard Pro -View (3-over-2 configuration) far the given Window Height. For oterall sash Width, subtract 2-15/16" from the buck dimension. TABLE 2: Monolithic Glass Types A 1/8" Annealed B 1/8 Tempered IQ =3t% Annea`Teed Lv" D 3116" Tempered E 1/4" Annealed F 1/4" Tempered TARI F'1- Insulated Glass Types G 1/8" Annealed, 1/4" Airspace, 1/8" Annealed H 3116" Annealed, 3/16" Airspace, 1/8" Annealed 1 1/8" Tempered, 1/4" Airspace, 1/8" Tempered J 3/16" Tempered, 3/16" Airspace, 1/8" Tempered FIGURE A: SASH CROSS SECTION (WITH MONOLITHIC GLASS) VISIBLE LI HEIGH' SASH HEIGHT PRODUCT RBVISBD re cumplyufg with the Pled& 9uildiog Code r 101 12 Acccplance No E [ration Del. Orr(, ny Mlam' ade Product Cony W 0 Q Z Z 0 U o is SASH EIGHT I � 0 W W W IY D_ Z 0 W 0 Q 4 O 0 O_ 2 ♦- Cl) O Fa- co Z LL y0 $ N 0121 A Z ¢� ? 5E Z 0 Z LU Y N Z _Z fn I p� x� � �Qa n F7 o= 6u U \\ tlllll�I �rrrr .� NOTES yQ- _ '•, 2� ul 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/8" ,n 00 O'. a ANNEALED GLASS (TYPE A). Z i ce * -10 01Ora- u ; 0 _ 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH l ••U d "'� 2 OR HEIGHT DIMENSION SHOWN ON THE TABLE, - .�.,��` �� rr'yl�Illllp���\ TABLE 4: TABLE 2: TABLE 3: PRODUCT REVISED as cotnplyiW& with the Florida Aapy BuiANOIt'�t Maximum z Design Pressure (Ibs/ft2j for Glass Type B -J, Fin & Flange Y O m� O & '- N O & m U) W Of Z Z iD W gQ J� Z Z {0 O U Z Z W J 34 Z Q Q o W Z = C Z £ rn__ FIGURE A: SASH CROSS SECTION (WITH I.O. GLASS) II II ..... j I II III II( I II VISIBLE LIGHT III I' HE O T HEIGHT I SASH HEIGHT •3-9/18" I I NOTES 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS = TYPES B - J. NOT APPLICABLE WITH 1/8" ANNEALED GLASS (TYPE A). _ 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH ORS HEIGHT DIMENSION SHOWN ON THE TABLE. 00 W § M 1- O `r' O O CV = N NON k0RO c a� cZ o \,\\%111 II//// �` 4 . .. Nip ��; •''., ,•,� o n O Q'• Q : z c Q p : Z =W w : _0=3 > '. ci ci " N 4, Z Y '•Gj� Window Height' Sash Height (see Figure A, this sheet) Frame Maximum Window Widths 19-1/8" 26-1/2" 33" 37" 41" 45" 49" 53-1/6" 23" 11-9/16" (Equal Lite) +56.0 I -90.0 +55.0 I -90.0 +55.0 , -90.0 +55.0 I -90.0 +55.0 I -90.0 +55.0, -90.0 +55.0 -90,0 under 18-9/16" +55.0 , -90.0 +55.0 , -90.0 +55.0 , -90.0 +55.0 -90.0 +55.0 , -90.0 +56.0 , -84.3 +55.0 , -78.0 +55.0 , -72.9 37" 18-9/16" (Equal Lite) +55.0' -90,0 +55.0 -90.0 +55.0 � -90.0 +65.0' -90.0 +55.0 -90.0 +55.0 � -90.0 +55.0 -81.1 +55.0 -73.4 over 18-9/16" +55.0 j •90.0 +55.0 � -80.0 +55.0 j -90.0 +55.0 j -90.0 +55.0 j -90.0 +55.D � -84.3 +55.0 � -78.0 +55.0' -72.9 under 15.7/8" +55.01 -90.0 +55.0 -90.0 +55.01 -90.0 +55.0 I -90.0 +55.0 I -88.5 +55.D I -81.8 +55.0 I -75.0 +55.D I •68.5 38-3/8" 15-7/8" thru 19-3116"' +55.0 I -90.0 +55.0, -90.0 +55.0 ; •90.0 +55.0 � -90.0 +55.0 , •87.B +55.0 -78,8 +55.0 -71.2 19-1/4" (Equal Lite) +55.0 •90,0 +55.0 -90.0 -90.0 +55.0 � -90.0 +55.0 •90.0 +55.0 � -87.9 +55.0 � -78.8 +55.0 � -71.2 o Monolithic Glass Types A 1/8" Annealed B 1/8" Tempered C 3/16" Annealed D 3116" Tempered E 1/4" Annealed F 1/4" Tampered Insulated Glass Types G 1/8" Annealed, 1/4" Airspace, 1/8" Annealed H 3/16" Annealed, 3/16" Airspace, 1/8" Annealed I 1/8" Tempered, 1/4" Airspace, 1/8" Tempered J 3/16". Tempered, 3/16" Airspace, 1/8" Tempered ALLATION DETAILS FOR _FLANGE -FRAMES_ INSTALLATION INTO WOOD 2X, SEE NOTE 2, THIS SHEET. EMBEDMENT 1 1 -�1 1�/4" MLAX T@a/WEMBEOMENTAND SHIM . ANCHOR TYPE, 465' E DISTANCE PER SUBSTRATE, II 36 SEE TABLE 6, THIS SHEET. VISIBLE it LIGHT HEIGHT I 81 ^ 41 2.751" 9 BUCK EXTERIOR HEIGHT a TIP -TO -TIP `� HEI OHT 35 VISIBLE LIGHT HEIGHT 43 2.254" 31 2X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. OPTIONAL ADDON 13 FLANGE @ HEAD, SILL & JAMBS !T1"" :J X JJJJJJ M INSTALLATION OPTION 1 STRAIGHT HEADER INSTALLATION ONTO WOOD 2X. NO ANCHORS REQUIRED AT HEADER. CONCRETE/CMU EMBEDMENT PERANCHOR REQUIREMENT 1/4" MAX EDGE SHIM DISTANCE 12 1 a. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 5, THIS SHEET. INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. -� �-+-- 114" MAX. SHIM 912 STEEL SELF -DRILLING \ SMS (05), SEE �\ J TABLE 5, THIS SHEET USE EITHER LATCH (#20)OR INSTALLATIOi-q- BOTTOM LOCK OPTION 4 (#11). TESTED INSTALLATION UNIT LOCATION: ANCHORS 6-5/8' FROM DIRECTLY INTO VENT END. METAL. Teal a c. PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 5, ' THIS SHEET. 36 j iEMBEDMENT EDGE 24 DISTANCE __.32 �. 43 64 EXTERIOR INSTALLATION OPTION 3 VISIBLE LIGHT WIDTH INSTALLATION ANCHORS BUCK WIDTH - --- - THROUGH 1X BUCKSTRIP TIP -TO -TIP WIDTH -- INTO MASONRY. HORIZONTAL SECTION A -A Anchor Group gnehor Substrate Min. Edge Distance Min. Embedment A 114" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 1" 1-114, 912 Steel SMS Screw (GS) P.T. Southern Pine (SG = .55) 9116, 1-NIS, Aluminum, 6063-TS min. 319, 1/8"• Steel Stud, Gr. 33 min. 3/8" 0.0348 (20 Ga)• A38 Steel 3/8" 118"• 1/4' 410 SS CreteFlex iP,�T4S0uthert�t'P,ilfaj(S_G,�55) �1�;;;�.�-,,'c�,•jpyg' Concrete-(roln. 3.36 ksl) 1" T• Ungrouted CMU, (ASTM C-90) 1.3/4" 1-1/4" C 1/4" Steel Ultracon P.T. Southern Pine SG = .55 1" 1-315" Concrete (min. 2.7 ksi) Ungrouted CMU, (ASTM C•90) 1" 1-1/4" tCiK_tSS FORMULAS (EQUAL -CITE) WIDTH: TIP -TO -TIP WIDTH -4' HEIGHT: TIP -TO -TIP WIDTHI2 - 6-5116" VISIBLE LIGHT FORMULAS (EQUAL-LITE) WIDTH (SASH): TIP -TO -TIP WIDTH-6.1/16" WIDTH (FIXED): TIP -TO -TIP WIDTH - 4• HEIGHT: (TIP -TO -TIP HEIGHT- 7-1l1B'12 DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR EXTERIOR f�—O; STEEL STUD, SEE SUBSTRATE n MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. PROPERTIES, TABLE 5, THIS SHEET. IJ NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 0 D2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 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. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS \��� ANY LYNN ,y� Dale: Revision: MEASURED FROM BEADING TO BEADING. '�� • • zC 1/4"MAX SHIM ` Q�,••' VIGENSF''., t�,p JJ 10/10/11 NO CHANGE NOANCHORS ' REQUIRED IN CONCRETEPER FLANGE ANCHOR FRAME SILL ,� •' • REQUIREMENT VERTICAL SECTION B-B * ' No. 58705 •' a ,e, S O // NAIL11 E o A. LYNtf MILLER `P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 CERT. OF AUTH. #29296 Re00m: PRODUCT REVISED nn comPlyirrg vvilh tho Flodda Building Coda Ace ptanca No 1-101, 12 Gr iration D.I. G Uy M1-11, Pruduct on 1- FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI 7711e: Date: SINGLE HUNG WINDOW INSTALLATION 05/11/11 Serree/ModeL Scat.: Sheet: Orowlnp No. Rev: SH-200 NTS 4 OF S MD-SH2O0-01 A c _INSTALLATION_DETAILS FOR FIN FRAMES. INSTALLATION 2X WOOD, SEE NOTE 2, THIS SHEET OPTION 5 �_-- I- — EMBEDMENT CURVED HEADER EDGE f INSTALLATION DISTANCE 1-_ _ l ANCHOR (SCREW) 111 THROUGH THE FIN EDGE I DSTANCE I EXTERIOR 2.751" a BUCK HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, - SEE TABLE 8, THIS SHEET, INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN 2X WOOD, SEE NOTE 2, THIS SHEET VERTICAL SECTION D-D i EDGE DISTANCE Ij EDGE ` DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, SEE DISTANCE TABLE 6, THIS SHEET 2X WOOD, "EMBEDMENTSEE NOTE 2, THIS SHEET 2X WOOD, SEE NOTE 2, THIS SHEET EMBEDMENT 1/4"MAXSHIM 4 TYP. ANCHOR TYPE, EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE, INSTALLATION _INSTALLATION SEE TABLFa THIR.CHFFT OPTION E STRAIGHT HEADER INSTALLATION ANCHOR (SCREW)THROUGH THE FIN INSTALLATION OPTION 7 INSTALLATION ANCHOR(SCREW) THROUGH THE FIN #10 STEEL SELF -DRILLING SMS (G5) 1/4" MAX. SHIM EXTERIOR kn/ II 15 ALUMINUM/STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. NOTES —EDGE DISTANCE_ ---- EDGE DISTANCE— EDGE 1/4' MAX SHIM I►— 1/4' MAX SHIM TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE (-� 2X WOOD, SEE DISTANCE PER SUBSTRATE, U NOTE 2, THIS SEE TABLE 6, THIS SHEET. SHEET HORIZONTAL SECTION C-C /-,\ OPTION 5 `J INSTALLATION ANCHOR (SCREW) Illi'� THROUGH THE FIN MULLION SECTION DADE APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL. MAX. 1/4'SHIM. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. EXTERIOR V TAat o a• EMBEDMENT INSTALLATION OPTION-6 INSTALLATION ANCHOR EXTERIOR (NAIL) THROUGH THE FIN VISIBLE LIGHT WIDTH --� — BUCK WDTH EGRESS FORMULAS (EQUAL-LITE) WIDTH: BUCK WDTH- HEIGHT: BUCK HEIGHT/2/2 - 5-13/18' WITH FIN REMOVED Anchor Substrate Min. Edge Distance Min. Embedment 2-1/2" x .113" Box Nall P.T. Southern Pine (SG = .55) 112" 2-7/16" 2-1/2" x .131" Common Nall P.T. Southern Pine (SG = .65) 9116, 2-7/16" 2-1/2" x .145" Roofing Nail P.T. Southern Pine (S(3 - ,55) 9116" 2-7116" #10 Steel SMS Screw (G5) P.T. Southern Pine (SG = .55) 314" 1-3/8" Aluminum, 6063-T5 min. 318" 1/8'. Steel Stud, Gr. 33 min. 318" 0.036 A36 Steel 3/8" 1/8" 1) USE ONLY SUBSTRATE IMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. r 1/4"MAX SHIM \\11111 1 APPROPRIATE ANCHORS LISTED ON TABLE 6 OF THIS SHEET. `��� ONV LYNN tills ri�� FOLLOW EMBEDMENT AND EDGE ���'��,.•'�\CENSE'•�F�Q '� EDGE DISTANCE LIMITS. ANY DISTANCE INSTALLATION OPTION SHOWN Z' No. 58705 MAY BE USED ON ANY SIDE OF THE — — EDGE WINDOW. - — DISTANCE �` 7�2.r 2) 2X WOOD FRAMING OR BUCK, C oTr.11, ; • L1/ 1-1/2" THICK OR GREATER. -�0 STATE OF •'•, FCOR\OP �� 1070 TECHNOLOGY DRIVE 3) VISIBLE LIGHT WIDTH OR HEIGHT 'ibis —R • �G N. VENICE, FL 34275 (529 ALSO REFERRED TO AS MEASURED FO 1 FROM '�r,S�ONAL �����` NOK MIS;FL S34274 BEADING TO BEADING. A. LYNN MILLER, P.E. CERT. OF AUTH. 29298 P.E.# 68705 M JJ 1 10/10/11 1 NO CHANGE VISIBLE LIGHT FORMULAS (EQUAL-LITE) WIDTH (SASH): BUCK WIDTH -4-1/18' WIDTH (FIXED): BUCK WIDTH - 3" HEIGHT: (BUCK HEIGHT - 6-1/18") 12 PRODUCT REVISED os wmplying with the Fior(da Duilding Code Accepttmw No I!-l0/3.12 FIN FRAME INSTALLATION DETAILS J ROSOWSKI IItle: DO.: TINGLE HUNG WINDOW INSTALLATION 05/11/11 Serfeo/Model: TSc°le: T Shoat: Orewfnq No. Rev: SH-200 NTS 5 OF 8 MD-SH2O0-01 A TABLE 7: PRODUCT REVISED us complying with the Florida Building Cod* Acccplanw Alo Expiration DNo I/a Dy Miami ade product on Y Q r� 0 r- q o �O ddo O 2 (9 W� I f— 00 I Z (n �I� ! Q = U ILL. zo co VISIBLE LIGHT li SASH Z (n HEIGHT HEIGHT Z j B SASH HEIGHT I r Z U 'Jdi - 3-0/16' II Q II �' Z t O N 0 J _ I U U to I Z Z Q f h ® Y N ♦N H n� M 5�5rr� a X 12 **�� FIGURE A: SASH CROSS SECTION (WITH MONOLITHIC GLASS) c i ^ U N/s: c j a Z: W �' �.' o d �/ �20 ti .•'• . d 4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS.p�O� Anchor Quantities Required, Flange Frame Maximum Window Wldlh' 18.1/8" 28-1/2' 33' „�il$3ke 41° 45' 49° 33.1/0' Maximum Sash HelOhla Group A Group B Group C Group A Group B Group C Group A Group B Group C Group�A ioup B Group C Group A Grcup B Group C Group A Group B Group C Group A Group 8 Group C Group A GrovD B G I O \ 1' WEEP NOTCH @ EACH END 1/8' ANNEALED OR TEMPERED GLASS 3/8" NOM. GLASS BITE ANGLED/CURVED FRAME ASSEMBLY VV- UUKNLH FRAME ASSEMBLY 50 51 MITERF W11 WELDS AT SCREW BOSSES ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ANNEALED TEMPERED I _ TEMPERED GLASS If 3/8" NOM. GLASS SITE 1' WEEP NOTCH EACH END 1/4" ANNEALED OR TEMPERED GLASS — 3/8" NOM. GLASS BITE 90a CORNER FRAME ASSEMBLY `O 60 61 MITERF WI1 WELDS AT SCREW BOSSES ASSEMBLY DETAILS FOR FIN FRAME CORNERS 1/8" GLAZING DETAIL 3/16" GLAZING DETAIL 1/4" GLAZING DETAIL GLASS TYPES A & B GLASS TYPES C & D GLASS TYPES E & F ANGLED/CURVED FRAME ASSEMBLY .. N, FIN FRAME SIMILAR ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL 1/2" NOM. _ 1/2" NOM. GLASS STACK GLASS STACK Its" ANNEALED OR 1/4"AIRSPACE — 3/16"AIRSPACE 3/16" ANNEALED OR TEMPERED GLASS 1/8" ANNEALED OR TEMPERED GLASS 1/8" ANNEALED OR TEMPERED GLASS TEMPERED GLASS I f 43 -- II II 83 43 j 64 L I I 3/8" NOM, GLASS SITE I GLASS BITE 36 36 33 — 32 O- C7� 1/2" I.G. GLAZING DETAIL 1/2" I.G. GLAZING DETAIL GLASS TYPES G & I GLASS TYPES H & J PRODUCT RIivISED oa complying with tiro Florida Building Code I Acceptance No I(p F.xplmtinn Data By rl Miami ada Product Y - Q a j O 0 O O J O z H W f— g o W o Q coZ LL z g U Q 06 Z QQp O Z CO 2 O Z f- Z U U U Z r 04 w Z J N 2 O Z U L4 �o2° 0 U .. 0 W J "o gw b Z=�� � :y o co Z: zw J a Item---PGT--- # Dwg. # PGT?art# Description P 1 2703E 62703EW Flange Frame Head 2 2751B 6275113W Flange Frame Sill 3 2781 62781W Flange Frame iamb- 4 2713 627138W 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 Rail 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 7PAD118 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Rigid PVC 24 4066 64066G Wstp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 1 7121UM Balance Take-out Clip 27 Varies per Size Balance 28 2711 4280OW Sash Cam, Nylon '29 1096 71096W Sweep Latch, Znc 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 - 3116" 33 60URAK14 Duraseal - 1/4" 34 Sash Bottom Lock Spring 35 Screen Cloth, Fiberglass 36 Dow Coming 899 Silicone Glazing Sealant 40 1625 616258 Glass Bead (1/8" Glass) 41 2719 62719B Glass Bead (3/16" Glass) 42 1263 612638 Glass Bead (1/4" Glass) 43 1253 6VT48B Glass Bead (I.G.) 50 781PQA #8 X 1" QUAD Pn SMS 51 781 PSTX #8 X 1" Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 781LHPQA #8-15 x 1 LH Twinfast Screw Zinc 53 1186 781LHPQX #8-15 x 1 LH Twinfast Screw Znc (S.S.) 54 78X1PFTFUA #8X1" Ph FI u/cut SMS 55 78X1FPAX #8 X 1" Ph FI - Stainless Steel 60 1/8" Annealed or Tempered Glass 61 3116' Annealed or Tempered Glass 62 1/4" Annealed or Tempered Glass 63 1/8"- 1/4" Air - 1/8" An. or Temp. I.G. 64 1/8"- 3/16" Air - 3/15" An. or Temp. I.G. �- 2.000" .082" .500" �.860" .082" .062" A OFLANGE FRAME HEAD 6083-TB ALUMINUM 2,056" 3.225' .050" t " .050" 2.056° INTEGRAL FIN FRAME SILL 6003•TB ALUMINUM --I I .062" 1.582" .062" --� 1.010" 0 FIXED MEETING RAIL 6063-TO ALUMINUM 2.800" .060' .050° .500" .050• Imo- 2.066" OFLANGE FRAME SILL 6063-TB ALUMINUM 1 +- 1.126" +-I .050" .J -- .052" 2.000" .050' 1 976" oez .05^0" `J INTEGRAL FIN FRAME JAMB 8063-T6 ALUMINUM --1 .926" 10 SASH SIDE RAIL 6083-T6 ALUMINUM 1111111 II \�o,t �,YNN A1/(CF ���.•��pENSE 58705 UJ ice= a` 1I tI ' p SIP g OF Z ��0�'.. FLOR�OP•'�CO: A. LYNN MILLER, P.E. RE .1, 58705 .1 238• .050" .082• 2.000• 500" .062" J .050' 3 FLANGE FRAME JAMB 6063-TB ALUMINUM 2.000' .982" I - 1.125" .050" .062' 869' .062" f-•--- 4 INTEGRAL FIN FRAME HEAD 6063-T5 ALUMINUM 1.898° .062" 1.zzs• L .962° .926" �rrr111 I .800" OSASH BOTTOM RAIL SASH TOP RAIL 6063-T6ALUMINUM 6063-T6 O ALUMINUM 885" -1 74" 039.• -1 .81 .06211-i- H 1.157- -►I 11 SASH BOTTOM LOCK RAIL 12 SASH STOP 6063-T6 ALUMINUM a6063-T5 ALUMINUM Revised se. Dole: Revl.lon: JJ 10/10/11 NO CHANGE Revlaed By: Dole; R.vlelon: ® D.scrfptton: BOM & PART DETAILS ,., v. I F .050" O50' T 13 ADDON FLANGE 6063-T6 ALUMINUM PRODUCT REVISED us complying with the Florid. Building Codo AcceNo Eunlrflio. elipn D.te %l l�l.�l.l ib By v Miam udc Product J ROSOWSKI 1070 TECHNOLOGY DRIVE nfic Dote: N. , FL P.O. BOX 1529 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P.O. B29 NOKOMIS; FL 34274 Series/Model: Soot.: Sheet: Drar lnp No. Rer, CERT. OF AUTH. #29206 SH-200 NTS 8 OF 8 MD-SH2O0-01 A r ucurw r .0 a ry...wc yr nu rc � s ! i`�•�i '�t1C` fi",.i �;,$ BCIS Home Log In User Registration'?:Hot Topics Submit Surcharge' Stats&'Facts Publications FBC Staff BCIS Site Map Links Search i :v Busines!(i� � Professional Ns. :USER Public uct Apper F� '{L Product Approval Menu > Product or Applicatior. Search > Application List > Application Detail1'' T�`opy, �.,. a ew j FL # FL1�1321-R1 ! Q:L1.=_ Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email I 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 Builders Hardware Inc. 5615 E. Powhatan Ave Tampa, FL 33610 (800) 966-7753 jngodwin@bhitampa.com Vivian Wright rickw@rwbldgconsultants.com Syr -5 Exterior Doorst �� ' -jg wjngL—ngExterior, Do o 'Asder>�(ies Evaluation Report from a Florida Registered 'Archit'ect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy,Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2015 Ryan 1. ICing, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL11321 RI COI Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 j TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/09/2012 Date Validated 02/13/2012 wm.floridabuilding.org/pr/pr appo.aspVparam=wGEVXQwtDqvIL5K15SWdxls4dmRt2tOMuT8Nz6jXeTkD7TI74fl1Ap/p3dp/p3d 1/3 1 1 /GUI 1 J rionaa cuuaing l;oae un ine •••-� "• " - Approved for use in HVHZ: No MMUM11tl M1 11111`.iLrUULIU11b FL11321 Rl II INST 11321.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schn idt, P:E. 43409 Impact Resistant: Yes Created,by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other: See INST 11321.8 for any additional use limitations, installation FL11321 .R1 AE EVAL 11321.8.pdf instructions and product particulars. 1---........ - .... -----.._......_.__.._._.. - - —_... _.......... .......---............ Created by Independent Third Party: Yes 11321.9 ! i. Fiberglass Door Up to a 6'0 x 8'0 Opaque "Impact" Fiberglass Double Door(XX configuration) Inswing/Outswing j Limits of Use Installation Instructions Approved for use in HVHZ: No FL1132.1 .Rl II Inst 11321.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schrnidt, P.E. 43409 j Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other: See INST 11321.9 for any additional use limitations, FL11321 Rl AE EVAL 11321.9.odf installation instructions and product particulars. Created by Independent Third Party: Yes _.__._..._.—_....... ——.._....._.. ----........_....... -----.-_.......................... ------........_..._...-- 11321.10 ' j. Fiberglass Door - ..__..._..—.— ----- ............ —..------.—.-............... —_..... ----.............. - ....__ Up to a 6'0 x 8'0 Opaque "Impact" Fiberglass Double Door with Sidelites (OXXO configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL11321 RI II INST 11321.10.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schnudt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11321.10 for any additional use limitations, FL11321 RI AE EVAL 11321.10.odf installation instructions and product particulars. Created by Independent Third Party: Yes Ii;lck hexf: 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 dick here . Product Approval Accepts: 0 RE s-'ocurif '. nTRICa WMI wwuvfloridabuilding.org/pr/pr app_ d.aspx?paran-f=wGEVXQADgVL5Kl5SWIdxls4dmRt2tOfOuT8Nz6jXeTim7T174fLJAg/`3d`/`3d 313 Builders Hardware 1 nc. 5615 E. POWHATAN AVE TAMPA, FL 33610 OPAQUE FIBERGLASS DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES I. This product has been evaluated and is in compliance with the 2070 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevation, design pressures, R general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections S Buck and frame anchoring • 2X buck masonry construction 6 Frameanchoring -1X buck masonry construction 7-1 Bill of materials 8 components 5 '— a 37.50" MAX. OVERALL FRAME WIDTH -T z � N z O x � c� o i = W X O > > O O f � b � (V aO m ovi_xAtc nEsrGnf rlrEsst�RE C?s�J: SWItJG c FRAfwttr = . _ � :p1ti+l:fvsfonf �osfrivl7 ' tv�GaT7ir::. INSWING 37.50" x 82.00" +65.0 -70.0 ►J seuF: N.T.S. Mr. err: AL CHK BY. LFS ORAMNO NO.: FL— 11321.1 sHecr 1 OF 7 35.75' MAX. DOOR PANEL WIDTH T = SEE HARDWARE TABLE w O T 0 En 0 2 X av f I: EXTERIOR q6 44 INTERIOR 1 HORIZONTAL CROSS SECTION 2 T 7 42 TOP RAfL REINFORCEMENT WOOD LATCH d HINGE STILE Cellular PVC �`�f forbck 43 CellulorPVC 1-1.561-1 1.00 [a 3 N N T 45 BOTTOM RAIL �1 LATCH d HINGE STILE Cellular PVC Reinforcement Ip t1ARDWiuir: rAR� 40 O 'P NEC MANUfACNRER ;-: b100E1 KWIKSEI LOCK: SIGNATURE SERIES DEADSOLT: SIGNATURE SERIES(980) SCHLAGE LOCK' 'r SERIES DEADBOLT: 860/62 S K EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION Z e ej Z$=b�c6 O 4. �ofr�s i. er: AL BY: LFS WINO NO, FL- 11321.1 £r _2 OF 7 z MIN. EMB. 1 2 EMB. (NP.) 4 4 A = `� J �N-_ z a a�no� 21 20 � — e •a o a o J v TRW! N N 1 EXTERIOR 7 �7 0 � LLs ® 2 X O s 3 � z 3 W U INTERIOR 40 27 C Gy r o cro m U W 4 p 3 HORIZONTAL CROSS SECTION E I ~ "MIN. 3 Shown w/IX subuc -bk c 1-1/4 o r�,v � � EMB. (T1 P.) 3 4 C 0.15" EMB. (TYP.) a a 4 4 m D ` C'SIP K C'SINK B m d (TM ) (TYP.) L > 20 21 21 20 � n n U) 0 7 e o 40 EXTERIOR EXTERIOR 7 N o o � d o aoe P p S a I � s > N p ° 10 e L 10 INTERIOR INTERIOR _ z 'p B 9 40 27 CC m DAM s 24 08 SME' N.T.S. g owa. BY.- AL E1� HORIZONTAL CROSS SECTION cxK. ar: LFS 3 Insw ng shown - out!ng � HORIZONTAL CROSS SECTION onewwa qa olso approved $ Inswu g shaven - outswing E FL-1 1321.1 d also approved -- - -- -- - --- StiEEr 3 ov 7 a - a INTERIOR If EXTERIOR QVERTICAVCROSS SECTION 4 Inswing shown - outswing also approved INTERIOR EXTERIOR VERTICAL CROSS SECTION 4 Inswing configuration n^Ivrt thl tKIUK L L ` VERTICAL CROSS SECTION 4 shownw/1Xsub-buck INTERIOR EXTERIOR VERTICAL CROSS SECTION 4 Outsvang configuration z z r N W i N O i n O z .- Z a U E92408 = N.T.S. ° AL m C. BY.. LFS 3 ,v NG NO.: F'L-11321.1 0 0 :Er 4 OF 7 N MASONRY OPENING I 55 O 2X BUC BUCK ANCHORING HINGE JAMB CONCRETEANCHOR NOTES: 1. Substitution of equol concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. if concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: ANCftOK TYPE ANC:NC)1! . &.ZE AXiN FMBEL)fv1ENT MIN CLEARQNCj Tf? INASOIVRYEDGE lt}1(y 'CLEARANCE TO ADJAfNTAIatCHOR ..................................... ITW 1/4" 1-1/4" 2.1/2" 3" ELCO 1/4" 1.1/4" 1" 4' a TYP. HEAD & MASONRY JAMBS OPENING FRAME 2X BUCK uw F TYP. SILL ^ O V FRAME ANCHORING Masonry 2X buck construction HINGE DETAIL STRIKE JAMB LATCH 6 DEADBOLT DETAIL r• AL BY.. LFS WNG NO.: 7321.1FL-1 F I OF 0 I TYP. HEAD & MASONRY JAMBS OPENING FRAME I X BUCK TYP. SILL HINGE JAMB FRAME N9H0RING Masonry I X buck construction CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance 'and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. If concrete anchor ocations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to nionarjoints, additional concrete anchors may bairequired to ensure the "MAX. ON CFNTF;?, 3. Concrete anchor table: ......... ..... .................. . . .......... F .. .. ..... . . . . ..... .. ITW 1/4- . ...... ..... .. E 0- LCO 1/4- 4" ITW !2 STRIKE JAMB HINGE DETAIL LATCH & DEADSOLT DETAIL M N.T.S. w. AL LFS WINO NO -- FL— 1132 1.1 Er 6 of 7 0 - rAAL7 Contractors and homeowners alike have depend KAYCAN for the best product designs and engine installation every time. Whether you do it yoursel going to go through an amazing transformation a At KAYCAN there's a complete system to cover around doors and windows. Plain and fancy corn and porches as well as the fascia and accessoriE enter into the job with confidence knowing that e instructions and tips to all the special trim pieces Table of content The installation manual was designed to walk youl"throi are laid out. It is best to read ahead as you work Soya directions and the order in which to proceed. This s the have the neighbors and friends asking you how Old& General estimating tips ................................ Glossa Fasteners....................................................... 3.1... Accessories ................................................. Summary sheet ........................................................ General installation tips.... ....... .......... Installing accessories ....................................... .„ Horizontal siding installation ........................ t . Montebello vinyl log siding installation ........ Horizontal insulated siding installation ........ Vertical siding installation ............................ Installing soffits and fascia .......................... Vinyl skirting installation instructions........... Cleaning instructions ........................................ 2 Estili'nating for siding Mosi homes' surface areas are made up of a series of rectangles or triangles. When estimating vinyl siding, estimate each rectangular or triangular section separately and add the totals together. Rather than trying to multiply feet and inches together, simply round to the next highest three-inch (or .25') increment and use the decimal equivalent. E 10' -1" would become 10' - Y or 10.25' 10'- 5" would become 10'- 6" or 10.50' 10'- 7" would become 10'- 9" or 10.75' 10' -10" would become 11' 3lication then becomes simple: 10.25' x 10.75' = 110.19 sq. ft. n all the individual sections are added together, the total is divided by 100 for the total number of squares. will be rounded up to the next whole square. house is 40' x 30' x Y feet high at the eaves. Front is 40' x 9' or .......................................... 360 sq. ft. Back is the same or ....................................... 360 sq. ft. Right end is 30' x 9' to the eave line or ......... 270 sq. ft. Left end is the same or .................................. 270 sq. ft. Total.............................................................1260 sq. ft. iatirig nabl ' area ith of the house is 30' with a 12" or 1' overhang, front and rear. This totals a gable width of 32'. The roof h of this house is 5 in 12, which means for every foot of run, the gable rises 5". The run is always half of total width, in this case 32% so the run is half of that, or W. To convert the 5" to feet, divide it by 12. (5 divided by 12 = .42 ft.) To figure the height of the gable, multiply the run of 16' by the rise per foot or .42'. 16' x .42' = 6.72'. This is the gable's height at the center. Multiply the width by the height: 32' x 6.72' = 215 sq. ft. Multiply this by .75 to allow for waste in cutting along the rake. 215 sq. ft. x .75 =161.2 sq. ft. in one gable. You have two gables, so multiply 161.2 x 2 which = 322.4 sq. ft. of total gable area. Add this to the 1260 sq. ft. figured for the wails, above. 1260 sq. ft. + 322.4 sq. ft. = 1582.4 square feet of total siding. 1582.4 sq. ft. divided by 100 sq. ft (1 square) = 15.82 squares. Round this up to 16 squares. )u notice that we did not deduct for openings and always rounded up, so there is no need to add back to the ;timate for cutting waste. squares will do this job. General estimating tips Estimating for soffit Soffit material will be used on the front and rear eaves, the gable overhangs; the dormer overhangs and any porch ceilings. , For the front and rear eaves, add the total length of each section and multiply by the width. The width is a straight-line distance from the wall to the tails of the rafters. This would also be done on the ends of the home on a hip roof. Our sample home in GENERAL ESTIMATING TIPS was 40' long with a 12" overhang on each of its two gables. Total length of the home then, would be 42'. If the overhang is 12" on both the front and the rear eave, then the square footage of soffit needed is 42' x 1' = 42 sq. ft. The back is a duplicate of the front so the total is 42 sq. ft. + 42 sq. ft. = 84 sq. ft. These low eaves will require vented soffit for attic ventilation, so we will order 1 square of vented soffit for this job. Use the same process of rounding up to the next highest 3" increment as described in general estimating tips . Do the same for any dormer eaves. Calculating the gable overhangs For the gable or dormer overhangs (rakes), you must determine the length of each section. These will be angled and the length will be dependent upon the pitch of the roof. The easiest way is to scale them off of the building plan. If you don't have access to the plan, here is the process. Let's use the same home we used in general estimating tips. The width of this home was 30' with a 12" overhang, front and rear, making the gable width 32'. The run is half this width or 16'. The height as we calculated earlier was 6.72'. To figure the diagonal, which is the measurement we want, we do the following: Multiply 16' x 16' and record the answer. (16' x 16' = 256') Multiply 6.72' x 6.72' and record the answer. (6.72' x 6.72' = 45.16') Add the two answers. (256' + 45.16' = 301.16') Put this number into your calculator and hit the square root button. The answer is 17.35'. This is the length of one side of the gable or soffit overhang. As there are always two pitched sides to a gable or dormer, multiply the result by 2. 17.35' x 2 = 34.7 linear feet. Round it up to 35 linear feet. Multiply this by the width of the overhang. Let's assume 12" or 1 ft. 35 linear feet x 1 foot = 35 square feet. Enter this into your worksheet. The other gable is the same, so enter 35 square feet for it into the worksheet. Total soffit material required for both gables is 35 + 35 = 70 sq. ft. This does not have to be vented, so solid soffit is ordered for this section. We will order 1 square of solid (non -vented) soffit for this portion. Continue this same process for all gables and pitched dormers. am Measure the width of the eave to be covered. Measure the length of the eave. Do this for each eave', including the rakes of the gables and dormer eaves.' :Eave 1 ; --_-_(vridth) x __ .__._ (length} __ __sq. ft. vented soffit: Eave 2", (width) x ;: ' (I'ength) _ sqft. vented soffit Eave 3< width) xengt) q. ft. soft Eave 4: (width) x (length) = sq. ft. vented soffit Eave 5: (width) x (length) _ sq. ft. solid soffit Eave 6: (width) x _ __(length) = sq. ft. solid soffit Eave 7: - __(width) x (length) _ sq. ft. solid soffit Eave 8: (width) x (length) = sq. ft. solid soffit 'Total Vented Soffit: sq. ft. Total Non-Vente flsolid) Soffit: sq. ft. 4 neral estimating tips surfaces Measure the. height (excluding gables);. Measure the width. t6not:deduct The doors and windows. Do this for: each wall section, jncluding any surface toreceive rsiding, Wall I. (h x w) sq, ft. Wall 2: (h x w) = sq., ft. Wall 3: x w) — sq. ft: - .Wall 4: _(h x w) s ft q. Wall- 5: (h x w) sq. ft.; Wall 6.':I. x W) s Wall 7: (hxW)7 Wall (h x.w)"= sq. t __(h k w ft x w) 'sq. ft., Total: sq. ft. Gable surfaces -Measure thebeight at the center. Measure the width. Do not deduct ,for .,doors and windows. Do this foreach gable to receive siding: Multiply the results by. '75(7 5%) Gable' I (width) x; (height) x75.=., sq. A71 ­Gable2: (width) x 75 sq. ft.. Gablez:3.v,:,:"(width} x. (height) x75:z 'sq. ft.- - Gable 4: (width) x hei ht g x' 51,= q. ft. Gable 5' (width) x (Might).x.75= _ sq. ft: Gable , -----(width) x Ljheight)x:.15.= ---sq. ft. `'Tbtal: sq, ft. Dormer surfaces Measure the height the dormer:dormer:Measumtho.widft. .. :.-Mult' I 1p y &.resu it" s by 35 (75%).:Mul 10] 1 results Multiply j1h ut by ' to take off both sides of each dormer. Do this for each dormer. Dormer (hxw),. Dormer,2:. .(h x w). X .15 (k 2) ft. D6rrher,3- h x w) .75 (i 2) ft. Dorrher,4: h x w) -x -75(x 2)z= _ sq. ft. Dorr6er 6:: (h x w) X 7,5'.(x 2),= sq. ft, Do h x w) 75 (x 2) = rmer.6: q. Total: sq. ft. Height --i Backerboard — a flat material used on the face of the house, applied between the studs and the siding (or over existing wall surface), to provide an even surface for installing vinyl siding. Buttlock — the bottom edge of a siding or soffit panel, or accessory piece, opposite the nailing slots, which locks onto to the preceding panel. Channel — the area of the accessory trim or corner post where siding or soffit panels are inserted. Channels also refer to the trim itself, and are named for the letters of the alphabet they resemble (e.g., J-channel, F-channel, etc.). Course — a row of panels, one panel wide, running the length of the house from one side to the other, or, in the case of vertical siding, from top to bottom. H-channel — a siding accessory that joins two soffit panels, or used as transition between two siding sections. Face — refers to the side of a siding or soffit panel that is showing once the panel has been installed. Face -nailing —the action of fastening directly onto the "face' side of a panel (instead of using the nail hem slot). This practice is generally not used in siding installation. Fascia —the trim covering the ends of roof rafters and gables. Fascia board — a board attached to the ends of the rafters and gables between the roofing material and the soffit overhang. Fascia cap is the covering around that board. Flashing — a thin, flat material, usually aluminum, positioned under or behind J-channels, corner posts, windows, etc., to keep draining water from penetrating the home. Flashing is also used around the windows and doors. Furring/Furring strip — usually a 1" x 2" wood strip used to even a surface in preparation for installing vinyl siding. To "fur" a surface means to apply these strips. Lap — to overlap the ends of two siding panels or accessory pieces to allow for expansion and contraction. Tab — the raised "ears' on a siding panel, created by a snap lock punch, which can be used to lock a siding panel into place when the nailing hem has been removed. Miter— to make a diagonal cut, beveled to a specific angle (usually 45°). Sometimes miter cuts are made into an overlapping siding or soffit panel surface, to provide a neater appearance. Nailing hem — the section of siding or accessories where the nailing slots are located. Plumb — a position or measurement that is truly and exactly vertical, 90' from a level surfi Rake (roof) — the inclined, usually projecting edge of a sloping roof. Rake (wall) —the boa or molding placed along the sloping sides of a gable to cover the ends of the siding. Scoring — running a utility knife blade, a sharpened awl, scoring tool, or other sharp implement across a soffit or siding panel face without cutting all the way through the panel. This weakens the vinyl surface in a specific area and allows the panel to be bent and broken off cleanly. Sealant — any of a variety of compounds used to fill or seal joints in wood, metal, masonry, vinyl, and other materials. Shim — a building material used to even a surface prior to installing vinyl siding. Soffit — material used to enclose the horizontal underside of an eave, cornice, or overhang. Soffit is designed to be installed lengthwise from wall to fascia. Starter trim — an accessory applied directly to the surface of the building and used to secure the first course of siding to the home. Square — a square represents an area of 10' by 10' (100 sq. ft.) and is generally the term used in the industry v when referring to the quantity of siding. Vinyl siding is measured in squares, i.e.: this house requires 20 squares of siding. Underlayment/Underlayment board — weather resistant material placed under vinyl siding panels. Undersill trim — a piece of trim used any time the top lock has been removed from the siding, to secure a siding panel. Siding description Weep holes — openings cut into siding or accessories to allow for water runoff. Window/door drip cap — an accessory installed with vertical siding to ensure that water drips away from panels and does not infiltrate them. Outside and inside corner posts — Corner posts are used to provide a finished edge at an inside or outside corner. The siding from adjoining walls fits neatly into the inside or outside corner post channels. Appropriate widths of channel openings are available to accommodate various configurations of siding. e Fastlener choices Use aluminum, galvanized steel, or other corrosion -resistant nails, staples, or screws when installing vinyl siding and soffit. Aluminum trim pieces require aluminum or stainless steel fasteners. All fasteners must be able to penetrate not less than 3,14" into framing or furring. Review your local building codes for variations that may apply to specific geographic areas M it heads should be 5/16" minimum in diameter. Shank should be 1/8" in diameter. 1'8" min 1 5/ 16" min. Nfasteners crew fasteners can be used if the screws do not restrict the normal expansion and contraction movement of the vinyl iding panel on the wall. Screws must be centered in the slot with a minimum 1132" space between the screw head and to vinyl. Screws must be able to penetrate not less than 314" into framing or furring and should be: Size #8, truss head or pan head. Corrosion -resistant, self -tapping sheet metal type. Fastener Vinyl siding Sheating New construction Residing Fastener Vinyl siding Wood lap siding Fanfold underlayment Original sheating Sta es If staples are being used instead of nails or screws, they must: ® Not be less than 16-gauge semi -flattened to an elliptical cross-section. Penetrate not less than 314" into framing or furring. ® Be wide enough in the crown to allow free movement of the siding (1132" away from the nailing hem). 3 Use of staples when installing siding 314"—� Concrete or blgcks Fastener Vinyl siding Furring strip (1314" min:.) Over concrete or blocs F 70 . "% IM Starter trim 1 V Window/door drip cap 10' Undersiil trim 12' 6" Dual undersill trim 12' 6" "J J F-channel 12' 6" J-channel 12' 6'' How to determine the number of pieces required: Measure structure perimeter. Convert to decimal, divide by 10 and round up. # of pieces needed: Measure tops of all window and door cap openings. Convert to decimal, divide by 10 and round up. # of pieces needed: Measure bottom of all areas where siding must be cut horizontally (at the top of wail and under all door and window openings). Convert to decimal, divide by 12.5 and round up. # of pieces needed: Measure bottom of all areas where siding must be cut horizontally (at the top of wall and under all door and window openings). Convert to decimal, divide by 12.5 and round up. # of pieces needed: Measure span where all soffits return to wall. Convert to decimal, divide by 12.5, and round up. # of pieces needed: For open eaves, multiply the pieces calculated above by 2: Measure around all openings (doors, windows and gable ends). Convert to decimal, divide by 12.5 and round up. # of pieces needed: Outside corner post 10' Measure length on all outside corners. Convert to decimal, divide by 10 and round up. # of pieces needed: Inside corner post 10' Measure length of all inside corners. Convert to decimal, divide by 10 and round up. i # of pieces needed: - Vertical base flashing 10' Measure bottom of sidewall where vertical siding is being installed. Convert to decimal, divide total by 10 and round up. # of pieces needed: Vinyl fascia 12' 6" Measure span of all roof lines to determine total footage of fascia required. ;- Convert to decimal, divide by 12.5 and round up. # of pieces needed: H-channel 12' 6" Measure span from inside wall to end of roof fine (typically 45°). Convert to decimal, divide by 12.5 and round up. j." # of pieces needed: 3-112" Window Surround 12' Measure around all openings (doors, windows and corners) where �? the lineal is to be installed. Convert to decimal, divide by 12 and round up # of pieces needed: 5" Window Surround 12' Measure around all openings (doors, windows and corners) where the lineal is to be installed. Convert to decimal, divide by 12 and round up. # of pieces needed: Starter Strip 12' Equal quantity of Lineal starter is required for the amount of lineal ordered. # of pieces needed: 6" Fluted corner 10' Measure all corners where the piece is to be installed. Convert to decimal, divide by 10 and round up . # of pieces needed: Q, 6" Traditional corner 10' Measure all corners where the piece is to be installed. Convert to decimal; divide by 10 and round up. # of pieces needed: Surnmary sheet Siding Total from horizontal wall area Total from aable area Total from dormer area Total siding Tri s . Starter trim 10' Windowidoor drip cap I U Undersill trim 12' 6' Dual undersill trim 12' 6" F-channel 12' 6" J-channel 12' 6" Outside corner post 10' Inside corner post 10' Vertical base flashing 10' Vinyl fascia 12' 6" H-channel 12' 6" Montebello 1 1,4" J-channel 12'6" Montebello 4" Outside Corner post 1 1/4" 12' 5" Window Surround 12' 3 1/2" Window Surround 12' Starter Strip 12' 6" Fluted corner 10' 6" Traditional corner 10' an sq. ft, sq, ft. sq. ft. -------sq. ft. Color::_______-____# of pieces needed: Color:: # of pieces needed: Color:: # of pieces needed: Color:: # of pieces needed: Color:: # of pieces needed: Color:: # of pieces needed: Color:: # of pieces needed: Color:: # of pieces needed; Color: :# of pieces needed: Color:: # of pieces needed: Color:: # of pieces needed: Color:: # of pieces needed: Color:: # of pieces needed: Color; : # of pieces needed: Color:: # of pieces needed: Color:: # of pieces needed: Color:: # of pieces needed: Color:: # of pieces needed: I Total from soffit sq. ft. Total from porch ceiling sq. ft. Total soffit: Vented Non -Vented sq. ft. Color: ❑ White ❑ Match Siding Add a factor of 10 percent to all material estimates to allow for waste. 9 General installation tips Before you begin These instructions have been specially written to provide you with a simple, straightforward, step-by-step guide for installing your KAYCAN vinyl siding. In fact, the best installation advice we can give is that you read through these instructions carefully before beginning your project. Because proper preparation is the key to a smooth installation job. Remember to always exercise caution when on a construction site. Tool checklist: Tool Checklist: • work table • tape measure • hammer • utility knife • chalk line • square • tin snips • level • safety glasses* • ladders and/or scaffolding • radial saw with a reversed fine-tooth blade *NOTE: Protective eyewear should be worn when cutting, sawing, or nailing. Some specialized tools include: • snap -lock punch • nail -slot punch j-trim cutter • siding removal tool s, soffit fascia starter base Accessories needed starter window undersill dual f-channel j-channel outside inside vertical base h-channel base door drip cap trim undersill trim comer post corner post flashing j-channel vinyl fascia Horizontal siding Nf N'— Vertical siding — N, v' v v — — Soffit — — — — v' tii — — —Ni— Fascia — — y M Impl,ortat installation tips Before getting started, it is important to review several rules of thumb for vinyl siding application. T1he following rules, which come up throughout this guide, are critical for proper vinyl siding installation: The following are absolute "must -do's" for every siding installation: Installed panels must move freely from side to side. Don't nail too tightly. Always allow a minimum of 1132" space between the back of the head and the nailing hem. Space fasteners 12" -16" apart on center. When installing a siding panel; push up from the bottom until the lock is fully engaged with the piece below it. Without stretching the panel, reach up and fasten it into. place. When finishing the top of the wall perforate the cut edge using snap -lock punch approximately every 8", ensuring the "tabs' face outward. Leave 114" clearance at all openings and accessory channel stops. This allows for normal expansion and contraction. When installing in temperatures below 40' F, leave 3/81' . DO NOT CAULK the space between the panels and the J-channel, outside and inside corners and any other trims. Do not caulk overlapping joints between siding panels. NEVER NAIL THROUGH THE FACE OF THE SIDING! Face nailing is driving a fastener through the panel outside of the center of a nail slot. Center fasteners in nail slots. Fastening at the end of the slot will cause permanent damage to the siding panel. If you need to lengthen the nail slot, you can do so with a nail -slot punch. Drive fasteners in straight. Nailing at an angle will distort siding panels and cause buckling. Be careful not to stretch panels. Apply slight upward pressure until the lock is fully engaged, then secure allowing panels to move freely without strain. 0. Overlap horizontal siding panels 1 ". Excessive overlap can restrict free movement and cause product failure. 1. Use fasteners long enough to penetrate a minimum of 3/4" into the nailable base. 2. In residing, furring or removal of uneven original siding may be necessary. 3. In new construction, avoid the use of green lumber as the underlayment. Keep in mind that siding can only be as straight and stable as what lies under it. Materials nail driven do not too tightly face nail allovdng for expansion •l �lf ! l }` Nailing guidelines Position of fasteners drive nail straight and level t Fasteners detail nyl siding should be applied over a sheathing that provides a smooth, flat surface. Consult local tilding codes for sheathing requirements. Vinyl siding should never be applied directly to open studs without sheathing. an alternative, installation of specific types of contoured foam underlayment for various styles of vinyl siding are available. eather Resistant Barrier nyl'siding should be installed over a continuous weather resistant barrier to stop the intrusion of incidental water. insult your local building code for requirements in your area. ashing ' npliant flashing should be integrated with the weather resistant barrier and applied around windows, doors, and other openings. should also be applied to inside and outside corners, and the intersection of walls and roofing to prevent water infiltration. _p �m Preparing your house Proper surface preparation is one of the most important parts of your siding installation job. All exterior wall surfaces must be even, so that your new vinyl siding will be straight, and look sharp. 1. Remove all shutters, downspouts and fixtures. On older homes, replace any rotten wood and securely nail all loose boards, siding and wood trim. Tie back all shrubbery and trees when plantings are close to the house. Remove any old caulking around windows and doors. 2. Flashing: Use aluminum trim coil or other material which will not absorb water. Apply flashing below, on the sides of, and above (in that order) any openings where water might penetrate. This will help in directing water away from the opening. 3. Installing Furring: Furring or strapping must be applied to create an even base for siding. Apply 1" x 3" (minimum size) wood furring, not more than 16" on centers. Shim low spots to create an even surface. For horizontal vinyl siding, install furring vertically. For vertical siding, install furring horizontally. Place furring along all sides of door and window frames, corners, and top and bottom of areas to be sided. As an alternative, solid sheathing can be applied directly over the old surface to create a smooth base, or over furring to provide even support for the vinyl siding. 4. Housewrap: If required by building codes, apply a weather -resistant barrier over the sheathing. We recommend an approved breather -type code housewrap. 5. Insulation: The ideal time to increase the insulation value of the sidewall is before installing siding. Simply install insulating sheathing over existing siding, over or between the furring strips. 6. Laying the groundwork: Determine a starting point for your siding — it should be the lowest point. Measure at comers, and pull a chalk line across the wall to ensure a level starting position. Plumb corners, and shim if necessary, to ensure they are vertical. Furing for horizontal siding Preparing the Walls Important notes: Weather Resistant Barrier Vinyl siding has always been designed as an exterior cladding, not a weather resistant barrier. Vinyl siding is designed to allow the material underneath it to breathe; therefore, it is not a watertight covering. Because of its design and application, it provides a supplemental rain screen that enhances the weather resistant barrier system by reducing the amount of water that reaches the underlying weather resistant barrier. Preparing the Walls A flat, level wall surface is necessary for proper installation of vinyl siding. Install flashing before starting to apply the siding. Unless already installed, a weather resistant barrier should be applied to the house prior to installing vinyl siding. Always consult local building code for requirements in your area. New Construction • Tip: To reduce the possibility of the floor -plate compression, drywall; roofing, or other heavy building materials should be installed or stored throughout the house prior to the installation of vinyl siding. Floor -plate compression can result in buckled siding at the intersection of the floor and the wall. Residing • Nail down loose boards of existing siding, and replace any rotten ones. Do not install vinyl siding over rotting wood. • Scrape off loose caulk and re -caulk around windows, doors, and other areas to protect from moisture penetration. • Remove all protrusions such as gutters, downspouts, and light fixtures. • Check all walls for evenness and install furring strips where necessary. When installing furring strips, please take appropriate measures to establish a smooth and continuous surface. Note: In cases where the lower portion of a horizontal siding panel must be trimmed so that it may be installed over steps, porches, etc., the panel should be built out ("furred") for proper angle and rigidity. Undersill trim can be used to seal the cut edge of the panel and then secured to the wall. 12 In 5ta tailing accessories 3efore the siding itself can be hung, a number of accessories must be installed first, including starter strips ;orner posts, window flashing, trim, and J-channels over the roof lines. 'er trim o In order for the siding to be installed properly in a level fashion, the starter strip at the bottom of the wall must be level. Determine the lowest point of the wall that will be sided; from that point, measure up 1/4" less than the width of the starter trim and partially drive a nail at one corner. Attach a chalkline; go to the next corner and pull the line taut. e Make sure the line is level by using a line level or a 4' level. Snap the chalkline and repeat the procedure around the entire house. o Optional method to determining the position of the starter trim in new construction and some residing applications: Measure down from the soffit at one corner of the house to the top of V; the foundation and subtract 1/4" less than the width of the starter strip. Make a mark on the wall and record the measurement. Transfer the measurement to the other corner of the wall. Snap a chalk line in between the corners at the marks. Repeat the procedure around the t entire house. Using the chalkline as a guide, install the top edge of the starter strip along the bottom of the chalkline, nailing at 10" intervals. Allow space for the corner posts, J-channels, etc. Keep the ends of starter trims at least 1/4" apart to allow for expansion Nail in the center of the starter strip nailing slots. then using insulation/backerboard, fur the starter trim, if necessary, to accommodate thickness. or a vertical siding starter strip, see vertical siding section. In certain situations, it may be ecessary to use J-channel as a starter strip; remember to drill minimum 1/8" diameter peep holes no more than 24" apart. side and inside corner posts • A water resistant material should be used to flash the inside and outside corners a minimum of 10" on each side before installation of the corner. • Place the corner post in position, allowing a 1/4" gap between the top of the post and the eave or soffit. • Position a nail at the top of the upper slot on both sides of the corner post, leaving a 1132" gap between the nail heads and the corner posts. The comer post hangs from these nails. • The balance of the nailing should be in the center of the slot, 8" to 12" apart, again leaving 1/32" between the nail head and the corner post. This allows for the expansion and contraction to occur at the bottom. • The corner post should extend 3/4' below the starter strip. (Make sure the posts are plumb (i.e., vertically straight). • If more than one length of corner post is required, overlap the upper piece over I A I � the lower piece by cutting away 1" of the nailing flange on the top piece. Overlap 3/4", spl allowing 1/4" for expansion. This method will produce a visible joint between the two posts, n but will allow water to flow over the joint, reducing the chance of water infiltration. outside comer Inside comer splicing detail splicing detail Starter trim installation harrier t•3t2'_ Starter trim and outside corner post 1 : ,..: Starter trim and inside corner post 13 Windows, doers and roof lines flashing The following instructions should be followed when applying window flashing to an existing window: • Apply a continuous bead of sealant adjacent to the sill of the existing window. For windows with nailing flanges, the sealant should be applied to the nailing flange in a manner that covers the nails and nail slots (figure A). • Apply a minimum of 9" wide horizontal sill flashing level with the bottom edge of the existing window by pressing the flashing into the sealant bead at its top edge. • Cut the sill flashing long enough to extend a minimum of 9" beyond each jamb. • Fasten the sill flashing at the bottom and side edges (figure B). • Apply a continuous bead of sealant adjacent to the side jambs of the window. For windows with nailing flanges; the sealant should be applied to the nailing flange in a manner that covers the nails and nail slots. • Continue the bead of sealant at the jambs vertically a minimum of 81/2" above the head of the window to allow for bedding the top portion of the jamb flashing into sealant in the next step (figure C). • Install the jamb flashing by pressing the flashing into the sealant beads at the window jambs. Extend the bottom edge of the jamb flashing approximately 1/2" s, min short of the sill flashing edge, and extend the top edge approximately 8 1/2" beyond the head of the window, where the head flashing will be placed next (figure D). . Fasten the jamb flashing along the edges further most from the window. � 1 IT nu • Apply a continuous bead of sealant adjacent to the head of the installed window. For windows with nailing flanges; the sealant should be applied to the nailing flange in a manner that covers the nails and nail slots (figure E). • Install the head flashing by pressing the bottom edge of the flashing into the sealant bead previously applied across the mounting flange. • Extend the ends of the head flashing approximately 10" beyond the jamb flashing at each end. Fasten the head flashing into place along the top edge (figure F). Note: Sealant should be compatible with window, flashing, and weather resistant barrier materials. Contact sealant manufacturer for job -specific recommendations. 3 10 min 3 112'min re D Flashing new window installations Refer to window manufacturer's instructions and ASTM E211 Z Standard Practice for Installation of Exterior Windows, Doors and Skylights for the proper flashing installation method for the window type and wall configuration on the project. 14 ure F IA figure B 14 YCAN T " J-ch noel installation J-channel is used around windows and doors to receive the siding. kollow the steps below when applying trim. Cut and bend the tab of the top piece of J-channel down to provide flashing over the side J-channel. Fold the bottom end of the side piece of J-channel inward at the bottom of the window, to;fit over the existing J-channel to prevent water from entering under the sill. Cut the side J-channel members longer than the height of the window or door, and notch the channel at the top. Miter cut the free flange at a 45' angle and bend the tab down to provide flashing over the side members. A similar miter and tab may be provided at the bottom of the window, depending on the sill's condition. The J-channel should fit snug to the window. To trim the bottom of windows, and at the eave, J-channel can be used with the undersill molding inside the J-channel. The J-channel and undersill combination will secure the cut siding panel and help to keep the alignment straight. Dual undersill molding combines both functions into one part. Cut and secure dual undersill similarly to using J-channels. .;-channel over roof lines Install the flashing before the J-channel to prevent water infiltration along the ihtersection of a roof and wall. Keep the J-channel approximately 1/2" from the roof line. Chalk a straight line up the roof flashing to guide J-channel installation. Tip: You can use another J-channel laid over the shingles as a spacer to create the straight line desired. • Overlap the J-channel (lapping the upper piece over the lower piece) if it is necessary to use more than one piece. • Extend the J-channel past the edge of the roof, channeling water into the gutter, in order to ensure proper runoff. • With dark shingles, or a south or west exposure, it is recommended to either use a metal J-channel or to install the vinyl J-channel as far away from the roofing as is aesthetically acceptable, having first ensured that there is sufficient flashing behind the J-channel to prevent water infiltration. • Fasten the nail, screw, or staple that is closest to the roof line at the far end of the nail hem slot, to ensure that siding will expand away from the J-channel. J-channels should not be in direct contact with roofing shingles, since the les may transfer enough heat to the vinyl J-channel to cause its distortion. J-channel installation in a gable Before applying siding to the gables, the J-channel should be installed to receive the siding at the gable ends: Where the left and right sections meet at the gable peak, let one of the sections butt into the peak with the other section overlapping. • A miter cut should be made on the face flange of this piece for better appearance. Fasten the J-channel every 8" to.12". If more than one length of J-channel is required to span a wall surface, be sure to overlap the J-channels by 3/4". Installation in a gable weatNer.res!"mal framer Window detail Joan ej -Aith Raered come insert rego tab Feted u 3t a css comer r remove 3A, deep S=M d gi 1 g pocket .._. Corner detail A - Square corner MWO clornyf Corner detail B - Mitered corner turf fashing .lannn—f Installation over roof line 15 Installing panels • The first course (row of panels) should be placed in the starter trim and securely locked along the entire length of the siding panel. Make sure the panel is securely locked before fastening. • Fasten the panels in the center of the nailing slots. Allowance should be made for expansion and contraction by leaving a 1/4" gap between the siding and all corner posts and channels (increase to 3/8" when installing in temperatures below 40' F. If the panels are 20 feet or longer, increase the gap to 3/8". • Do not drive the head of the fastener tightly against the nail slot. Leave 1/32" between the fastener head and the vinyl (about the thickness of a dime). • Do not force the panels up or down when fastening. Panel locks should be fully engaged; however, the panels should not be under uaf=" ._ vertical tension or compression when they are fastened. snap tto qaftes Ift and SFt"""� Irr,a amesscxy • Since vinyl siding moves as the temperature changes, make irecaiVW4Pocke certain that the vinyl panels can move freely in a side -to -side direction once fastened. • Check every fifth or sixth course for horizontal alignment. Also check siding alignment with adjoining walls. • When panels overlap, make sure they overlap by one half the length of the notch at the end of the panel, or approximately 1". • Stagger the siding end laps so that no two courses (rows of panels) are aligned vertically, unless separated by at least three courses (rows of panels). • Always overlap joints away from entrances and away from the point of greatest traffic. This will improve the overall appearance of the installation. Fitting siding around fixtures Use a commercially available trim ring to fit siding to a penetration such as a faucet or railing attachment, following the manufacturer's installation instructions. If a commercial trim ring is not available for the application, refer to the figure below, which illustrates how to fit the siding to the penetration. In addition, the following tips are suggested: • If hand -fitting to the fixture, always begin a new course of siding at the fixture to avoid excess lap joints. • Cut an opening 1,4" bigger than the fixture or the trim ring. • When cutting, match the shape and contour of the obstruction. �% -\ j Triming pieces for faucet 16 waatt!u,re tantbarriar Installing the first panel sr° J-channel detail Siding panel overlap 'riz nt I siding installation Fitting under windows To mark the section to be cut, perform the following: • Hold the panel under the window and mark the width of the window opening on the panel. Add approximately 114" to both sides to allow for expansion and contraction of the siding. These marks represent the vertical cuts. • Lock a small piece of scrap siding into the lower panel next to the window. This will be used as a template for the horizontal cuts. Mark it 1/4" below the sill height. • Transfer the horizontal measurement to the panel, which will be installed under the window. Measurement may not be the same on both sides of the window. Cut the panel with tin snips and a utility knife. cut panel is now ready for installation under the window. Perform the following: Using a snap lock punch, punch the vinyl siding along the cut edge every 6" so the raised tab is on the outside face. Install undersill trim under the window, as a receiver for the cut siding. Undersill trim is used any time the top lock has been removed from the siding. Furring may be needed to maintain the face of the panel at the desired angle. Install the siding panel, making sure the tabs (from the snap lock punch) lock into the undersill trim. wall flashing at roof lines Install the siding panel, making sure the tabs (from the snap lock punch) lock into the undersill trim. Run the siding until the last full course under the roof area. Cut a diverter from aluminum trim sheet, making sure it sits on the nail hem of the last full course. Also make sure to slip it behind all J-channels and roof flashing (similar to flashing the bottom of window detail). As an alternative to the diverter, create a "kickout" from metal flashing. Cut the next piece of siding, making sure the vertical lap falls behind the roof flashing and roof J-channel. Cut a small piece of siding that will be placed on top of the previous piece of siding and sits in the roof J-channel. Install the remaining course of siding. Water running behind the panel will be directed by the diverter into the butt of the panel, draining out in the weep holes. "Kick -out flashing" is an additional flashing strip that extends beyond the edge of the that is required in some cold -climate localities. Measuring the width of the section to cut Measuring the height of the section to cut L Installing the top panel the sq cdj ;penel Side wall flashing it"ad4�:rtr�� Dut flashing Boa Kickout flashing 17 H Under eave installation • Nail undersill trim along the top of the wall, flush with the eave of the house. Furring may be necessary to maintain the proper pitch of the topmost siding panel. Should more than one length of undersill trim be required, make a splice as shown by cutting away V from the back of the undersill trim and lapping the sections, leaving a 1/4" space between nailing strip sections. • If topmost siding panel is trimmed near the butt leg, an undersill trim alone may not be sufficient. • Either combine an undersill trim inside a J-channel, or use an undersill trim molding to hold the siding panel firmly. • A dual undersill trim molding replaces the need for both a J-channel and undersill molding. Simply place the snap -lock punched top panel in the appropriate receiving pocket to keep the proper siding angle. • Another alternative to finishing the top panel of a wall is to use a frieze plate and crown molding. Secure frieze plate (either with or without a soffit receiver), no more than 16" on center. Allow 1/4" between adjoining frieze plates. • Using a nail slot punch, create nail slots every 12" -16" in the top panel of siding and secure normally. Finish the application by cutting crown moldings to length as needed, and snapping them into the frieze plate receivers. Fitting and installing top siding fate • Measure and cut siding panel to the desired length. • Determine how much of the top panel must be removed by measuring the distance between the top of the undersill trim and the lock of the panel below, and subtracting 1/4". Be sure to measure several times across the wall as the dimension could change slightly. • Cut the top siding panel to proper height, removing the nailing strip. • Using a nail slot punch, create nail slots every 12" -16" in the top panel of siding and secure normally. • Finish the application by cutting crown moldings to length as needed, and snapping them into the frieze plate receivers. � w �ilrlGtl to Si s rt Pinel Top panel installation Top panel installation using using dual undersill trim frieze plate and crown mold Im Last full siding panel on the top of the wall f t" Splicing of the undersill trim Measuring the height to cover i IUVOIIt'�J uic wN Nauc1 Installing the top panel .. 1 �- i'` L Horizontal siding installation Firti hing a gable end Tillo install around gable ends, make a pattern that duplicates the slope of the gable: Lock a short piece of siding into the gable starter course (i.e., the last course before the gable starts). W Hold a second piece of siding against the J-channel at the slope of the gable. Mark the slope with a pencil on the short piece of siding. Check the angle template every few courses. Remove the short piece and cut along the pencil line as a pattern for the gable angle cuts. Repeat the procedure on the opposite side of the gable. It may be necessary to fasten the last panel at the gable peak with a trim nail. Use a 1 1A4' to 1 1/2" nail. This is the only time a nail should be placed in the face of the vinyl siding. s treatment he last course of siding may be cut to fit the eaves opening. Measure from the soffit to the base of the upper lock on the previous course of panels. Subtract 1/4". Mark this dimension on the panel to be cut, measuring from the bottom edge of the panel. It is a good idea to check the dimension in several locations along the length of the wall. Using a snap lock punch, punch the vinyl siding along the cut edge every 6", so the raised tab is on the outside face. Push the siding into the undersill trim that has been nailed in place along the top of the wall. Furring may be needed to maintain the face of the panel at the desired angle. The raised tabs will catch and hold the siding firmly in place. Flu Tranisition from horizontal to vertical • Finish the last course of horizontal siding with the J-channel and/or finish trim. Install a drip cap and a J-channel. The top piece of J-channel must have minimum 1/8" diameter weep holes drilled no more than 24" apart to allow for water runoff. Transition transition from brick to vinyl siding • Caulk where the sheathing meets the brick or stone exterior. Flashing should be caulked where it meets the brick or stone and a drip cap should be in place. • If horizontal siding is used, a J-channel or starter strip may be used. If a starter strip is used, it is necessary to provide at least 3/8" clearance for proper engagement of the siding. Use a J-channel to receive vertical siding; remember to drill minimum 1/8" diameter weep holes no more than 24" apart. Measuring the cutting angle . Installing the cut panel Position of top nail r I"VAlontebello vinyl log -siding installatioe Montebello starter installation In order for Montebello vinyl log siding to be properly installed in a level fashion, the starter at the bottom of the wall must be level. • Determine the lowest point of the wall that will be sided; from that point, measure up 1/4" less than the width of the starter and partially drive a nail at one corner. • Attach a chalkline; go to the next corner and pull the line taut. • Make sure the line is level by using a line level or a 4' level. • Snap the chalkline and repeat the procedure around the entire house. Using the chalkline as a guide, install the top edge of the starter along the bottom of the chalkline, nailing at 10" intervals. Allow space for the corner posts, J-channels, etc. • Keep the ends of starter strips at least 1/41' apart to allow for expansion. • Leave approximately 1/4" between the starter and the corner post. • Nail in the center of the starter strip nailing slots. Montebello J-channels • Install 1 1/4" J-channels along windows and wall not requiring corner posts. Follow J-channels installation instructions in the Vinyl Siding Estimating and Installation Guide. Montebello outside corner posts The installation of the Montebello outside corner posts is important as these corners are an integral part of the wall system. • A water resistant material should used to flash the inside and outside comers a minimum of 10" on each side. • Place the corner post in position, allowing a 1/41' gap between the top of the post and the eave or soffit. • Position a nail at the top of the upper slot on both sides of the corner post, leaving a 1/32" gap between the nail heads and the corner posts. The corner post hangs from these nails. • The balance of the nailing should be in the center of the slot, 8" to 12" apart, again leaving 1/32" behveen the nail head and the corner post. This allows for the expansion and contraction to occur. • The corner post should extend 3/4" below the starter strip. Make sure the posts are plumb (i.e., vertically straight). • For a better finished appearance, remove a 314" portion of the nail hem on both sides of the corner post. Montebello inside carrier application Two J-channels must be used when installing Montebello vinyl log siding in the inside corner of a house. You must follow the same instructions as for the installation of the outside corner post while using two J-channels installed as shown in the illustration. 20 Starter trim installation sir-r�s>�'�nt taarrl�r Starter trim at corners ea±nrv9#�ma._rxavin£rsrvs. kasas'nr Starter trim and outside corner post Starter trim and J-channels in an inside corner application M6ntebello vinylinstallation Installing the Montebello vinyl log siding As with all vinyl siding installation, the first row of siding is the one that will guide the rest of the wall. Start the installation the right way to have an easy installation.. a Place the first vinyl siding panel into the starter trim and slide the panel into the pocket of the corner post. + Fasten the panels in the center of the nailing slots. Allowance should be made for expansion and contraction by leaving a 1 /41' gap between the siding and all corner posts and channels (increase to 3/8" when installing in temperatures below 40' F). + Do not drive the head of the fastener tightly against the nail slot. Leave 1/32" between the fastener head and the vinyl (about the thickness of a dime). + Do not force the panels up or down when fastening. Panel locks should be fully engaged; however, the panels should not be under vertical tension or compression when they are fastened. + Since vinyl siding moves as the temperature changes, make certain that the vinyl panels can move freely in a side -to -side direction once fastened. + Check every fifth or sixth course for horizontal alignment. Also check siding alignment with adjoining walls. + When panels overlap, make sure they overlap by one half the length of the notch at the end of the panel, or approximately 1". The foam insert in the back of the panels should but together. Always overlap joints away from entrances and away from the point of greatest traffic. This will improve the overall appearance of the installation. Vinyl siding panel seams should be staggered along the installation and should be at least three courses aoart. lnstiJilling under window and crown area Several options are available to secure the topmost panel below the eaves or windows. Depending on where the siding panel has to be cut, you have to follow one of the methods below: I If the Montebello panel is cut in a thick section of the panel; e Cut the siding panel and punch snap locks every 6" to 8". Push the panel securely into the top J-channel. If the Montebello panel is cut above or below the thickest section of the panel; Place a smaller 5/8" J-channel inside the 1 1/4" J-channel to act as an undersill trim. . Cut the siding panel to the appropriate dimension and punch snap locks every 6' to 8". Push the panel securely into the 5/8" J-channel. If the Montebello panel is cut above the foam section of the panel; e Install an undersill trim in the top J-Channel. Cut the siding panel to the right dimension and punch snap locks every 6" to 8". . Snap lock the siding panel into the J-channel, checking for proper free movement. At all time the top of the panel going into the undersill trim or 5/8" J-channel must have a series of snap locks on the top. Wd aFvv .�d'NS�I First panel installation Montebello panel junction detail 1 114' yr e-Or€ 't F, Zt Finishing the top of a wall. - !. insulated starter installation In order for the siding and insulation to be installed properly in a level fashion, the insulated starter at the bottom of the wall must be level. • Determine the lowest point of the wall that will be sided; from that point, measure up 1 /4" less than the width of the insulated starter and partially drive a nail at one corner. • Attach a chalkline; go to the next corner and pull the line taut. • Make sure the line is level by using a line level or a 4' level. • Snap the chalkline and repeat the procedure around the entire house. Using the chalkline as a guide, install the top edge of the insulated starter along the bottom of the chalkline, nailing at 10" intervals. Allow space for the corner posts, J-channels, etc. • Keep the ends of starter strips at least 1/4" apart to allow for expansion. • Leave approximately 1/4" between the insulated starter and the corner post. • Nail in the center of the starter strip nailing slots. Insulated outside corner posts The installation of the insulated outside corner posts is important as the insulated corner insert are an integral part of the insulated wall system. • A water resistant material should used to flash the inside and outside corners a minimum of 10" on each side. • Place the insulated corner insert inside of the outside corner post prior to nailing on the wall. • Place the corner post in position, allowing a 1/4" gap between the top of the post and the eave or soffit. • Position a nail at the top of the upper slot on both sides of the corner post, leaving a 1/32" gap between the nail heads and the corner posts. The corner post hangs from these nails. • The balance of the nailing should be in the center of the slot, 8" to 12" apart, again leaving 1/32" between the nail head and the corner post. This allows for the.expansion and contraction to occur at the bottom. • Make sure to install the insulated corner inserts inside the outside corner post as you go down the wall and nail the corner post. • Make sure to leave no gaps between insulated corner inserts. • The corner post should extend 3/4" below the starter strip. (Make sure the posts are plumb (i.e., vertically straight). • For a better finished appearance, remove a 3/4" portion of the nail hem on both sides of the corner post. 22 Starter trim installation Starter trim at corners Starter trim and outside corner post Starter trim and inside corner post Installing the insulated wall system s with all vinyl siding installation, the first row of siding is the one that will guide the rest of the wall. Start the installation the right way to have an easy installation. Place the first vinyl siding panel into the insulated starter trim and slide the panel into the pocket of the corner post. Do not nail in. ® Place the first piece of contoured backer board behind the siding panel already in place. Allowing 1/4" for the expansion and contraction of the siding. Slide the backer board next to the insulated corner pieces leaving no gaps. Align the backer board to make sure that it fits snugly with the profile of the panel. o Nail in the section of the first siding panel that has the backer board behind it. The panel should be nailed in the center of nailing holes every 16" while making sure not to nail it in too tightly. ® Install sections of contoured backer board next to the first one; leaving no gaps between the sections. ® Siding panels should overlap 1 ". Make sure to have overlaps visible away from areas of high traffic. e install the contoured backer board along the first row of siding before starting another row. 0 Once the first row of siding is installed; put up the second row. Contoured backer boards cover rivo siding rows. Install the first panel of the third row of panels on the wall. Place the second row of contoured backer board directly over the first row of backer board behind the siding panels and nail in the siding panel. Continue this way until the top of the wall. Check the level of the siding panels every 3 courses. nyl siding panel seams should be staggered along the installation and should at least three courses apart. I st0 tion ender window and crown area Several options are available too secure the topmost panel below the eaves. Depending on where the siding panel and backer boards have to be cut, you have io follow one of the two methods below: an undersill trim inside a J-channel: Install an undersill trim with a furring strip to the proper dimension inside the top J-channel. Cut the contoured backer board to fit in the top J-channel. all, I =d Moot 'gzory row" hp poi 'WP-g0e - ismbanw First panel installation ,aer,✓at$YSY:'�,ansi»N.-;.rs4 ia±.3re�ke i I Ivry i� iickt Cut the siding panel to the right dimension and punch snap tabs every 6" to 8". The locks have to be towards the outside of the panel. Snap lock the siding panel into the undersill trim, checking for proper free movement. dual undersill trim should be used when the siding panel has to be cut at its thicker section ving a single J-channel: Cut the contoured backer board to fit in the top J-channel. Cut the siding panel to the right dimension and punch snap locks every 6" to 8". Snap lock the siding panel into the J-channel, checking for proper free movement. that siding panel seams should not be situated under windows. First contoured insulation panel installation a" rcr3k Use of undersill and dual undersill trims when finishing the top of a wail. 23 Preparation See section "Preparing to install" before starting. When installing vertical siding, however, follow these additional preparatory steps: • Install horizontal furring strips, 12" on center, or a solid nailable sheathing prior to the siding, if needed, to level the surface or provide sufficient material for 3/4" fastener penetration. • Snap a level chalkline around the base of the sidewalls. Typically, the chalkline is positioned so that the bottom of the J-channel that will serve as a vertical starter strip is 1/4" below the lowest point on the wall that will be sided. • Install J-channel along the chalkline as a receiver for the vertical siding. As with horizontal siding, when installing vertical siding it is necessary to install several accessories first, including corner posts and window, door, and roof trim. • Leave 1 /4" gap at the top of corner posts. • Place the first nails in the uppermost end of the top nail slots to hold them in position. Place all other nails in the center of the slots. Nails should be 8" to 12" apart. • Corner posts should extend 3/4" below the siding. Do not nail tightly; .the corner post should move. o Position the top edge of a J-channel or vertical base along the previously snapped chalkline. Remember to drill minimum 1/8" diameter weep holes no more than 24" apart. • Fasten every 8" to 12". Use the center of the nail slots. All vinyl should be fastened securely but not tightly. Sideways movement should not be restricted. Leave 1 /4" gaps at the corner posts. Where lengths adjoin, trim the nailing flange 1" and overlap 1/2" to produce a neat joint. Window, door, and roof r-ire€ Install J-channel at the tops of the sidewalls. At the gable ends, snap a level chalkline along the base of the gable and install J-channel. Overlap where necessary and allow for expansion. After installing flashing, trim around all windows and doors using J-channel. The following sequence is suggested: ............ ........ .._...................__..__...__..............._.........._., • Cut a J-channel for the bottom of the window, as wide as the frame, and install it. • Cut side J-channels the length of the frame plus the width of the top and bottom J-channel. Cut and bend tabs into the bottom channel. Install the side channels. • Cut the top J-channel the width of the frame PLUS the width of the side J-channels. Notch the top J-channel on each end, bend the tabs into the side J-channel, and fasten the top J-channel. • A miter cut and tab can be provided at the bottom of the window depending on the sills condition. F�+3II�31 p-1 undaro, Mt vercka cut to tst Starting the wall Outside corner detail , �3 l VW 90P f. tit W Splicing J-channels Inside corner detail . eirtic l siding installation Side falls starter strip • Create a vertical starter strip by cutting the nailing hem and adjacent lock off a vertical siding panel. Fasten it inside the receiver channel of the corner post. Be sure this piece is plumb. Leave enough clearance in the pocket of the corner post to allow the siding panel to be attached. ® Install J-channels at top and bottom. Fasten panels 12" on center. Leave 1/4" clearance at top and 3/8" at bottom. Place the first fasteners in the uppermost end of the top nail slots to hold them in position. Place all other fasteners in the center of the slots. • If it will take more than one course to span the height of the house, terminate the first course into an inverted J-channel, allowing 1/4" for expansion. Install head flashing on top of the J-channel and begin the second course leaving 1/4" gap at the head flashing. Pan6ls Working from the starter strip to the corners, lock each panel and fasten every 12". Vertical panels are terminated into the J-channel installed at top and the vertical base or J-channel installed at bottom. colnu PW it m:a sO a !:'Inin viCa"Pr c'Ji agay fl.314 Leg as required t$ , x � .: ,4rxk b i Alternate wall ending Horizontal joints ` x If a horizontal joint is needed, combine J-channels back-to-back with flashing, or use a single J-channel with a minimum 3/4" face drip cap to direct water over r :. the lower wall. dna Horizontal joints Opt�ortal Method for gable end side ails • Find the center of each sidewall and use a level or plumb line to install two back -to back J-channels or an H-channel. Leave a 1/4" gap at the top and bottom. These will serve as starter strips in which to lock the vertical siding. Windows and moors At window and doors, cut the panels (if necessary) to fit the openings, allowing 1/4" for expansion. • If the panel is uncut or cut down in the 'Y- shaped groove of a piece of vertical siding, simply insert it into the J-channel, locking the other side onto the previously applied panel. A furring strip should be installed to prevent panel detachment. • If the panel is cut on the flat surface, install undersill trim, backed by furring, into the J-channel. The flat surface of the vertical siding should be snap lock punched and fitted into the undersill trim. The panel is further secured above and below the windows and above the door when the panel is fastened in place. Corners ® Install the undersill trim or J-channel into the receiver of the corner post. If the panel is cut in the bottom of the V-groove, insert it into the J-channel. A furring strip should be provided prior to panel insertion. This will prevent the panel from detaching. If the panel is cut on the flat surface, install undersill trim, backed by furring, into the J-channel. Punch snap locks along the cut edge of the panel at 6" intervals and snap it into the undersill trim. Gable Ends Begin by fastening J-channel along the inside edge of the roof. Install vertical base on top of previously installed J-channel at the base of the gable. • Attach either vertical siding starter strip or two back-to-back regular starter strips, centered with the peak of the gable. This area should be flashed prior to installing the starter strips. Make a pattern for end cuts along the gable using two pieces of scrap siding, Lock one piece into the vertical strip at the center of the wall. Hold the edge of the other piece against and in line with the roof line. Mark the slope on the vertical piece and cut along that line. Use it as a pattern to mark and cut the ends of all other panels required for this side of the j gable end. Make another pattern for the other side of the gable. 25 Installing soffit and fascia Please note: Although vinyl soffit's are manufactured with the same exacting standards as all vinyl products; UV Inhibitors are not added to the vinyl formulation as soffits are not exposed to direct sunlight. For this reason, vertical or horizontal installation of soffits on walls is not recommended and cannot be guaranteed. - -- .. r- 61 Installing trim - Option A When fascia is applied without exposed nailing. With open eave: Secure F-channel to the exterior of the fascia with the top leg resting against the bottom of the board. Secure F-channel on wall, level with the F-channel on the fascia. firt With closed eave: Use a J-channel in place of the F-channel at the wall. Secure all Option A channels every 12" on center, in center of nail slots. Installing trim - Option B o When soffit only is applied, or when fascia panel is secured to underside fsc r v of wood fascia. jai( With open eave: Secure F-channel to the wall and to the inside of the fascia board, i �.. level with each other, Cut out back of channel to fit around rafters, if needed. r With closed eave: Substitute J-channels for the F-channels. fw'.jannel soffit Secure all channels in the center of the nail slots. 12" on center. Option B Installing soffit 1. Measure the distance between the inside of the inside and outside trims. Allow 1/4" per side for expansion and cut the panels to length. Insert panels into trims. For eaves over 18" in width, you will need to install intermediate nailing supports to keep the soffit from sagging. 2. Interlock panels as you would vertical siding. Closed soffit can be secured every IT on center. 3. When fascia panel is not being applied, use an F-channel or J-channel at corners of the overhang to properly finish the installation. 4. When soffits meet at a corner, the joint can either be diagonal (mitered) or square (both illustrated). Both methods are made with J-channel or H-channel. 26 Diagonal trim use Straight trim use t k t JFt � f<7 1f�f Installing fifascia Installing g fascia j. Install an undersill trim at the top of the fascia board. Measure distance from the bottom of the F-channel to the top of the undersill trim, and then subtract 1/4" for clearance. Cut panel to width. Perforate the cut edge using snap -lock punch approximately every 8", ensuring the "tabs" face outward. Hook the leg of the fascia panel over the F-channel, and snap the tabs into the undersill trim. If soffit is not being installed, hook the fascia directly over the fascia board. alternative to snap -lock punch attachment is to slide the top of the fascia behind A drip -edge. -lapping fascia Overlap fascia by cutting the bottom edge of the underlaying panel, leaving a 1 112" tab to be inserted into overlapping panel. Overlap 3/4" (half the distance of the notch). ap�i g fascia To make corner caps, cut a piece of vinyl fascia that is 5 1/2' long 1. Mark the vertical centerline on the back of the piece. Cut a 90' section of the bottom flange from the center, leaving a 45' angle on either side. Use a hand seamen or metal straightedge to fold fascia piece along vertical centerline to make a right-angled corner. Using a snap -lock punch, make tabs just below the top edge of the corner cap, making sure that tabs face outward. Install corner cap by locking the bottom over the existing F ichannel and snapping the top edge into the undersill trim. ,,rA44 .Af f6n, fI . F-`i.F-ti- Fascia installation rat,.h Fascia overlapping s is Fascia capping SV a le W iM 27 'Vinyl skirting installation Here's everything you'll need to add that finishing touch to any foundation. KAYCAN Vinyl Skirting is engineered to fit together precisely, for a professional installation every time. Installation is quick and easy Before you begin your skirting installation, you will need to gather a few household tools: Hammer, chalk line, tape measure, tin snips or aviation snips, and plumb bob. 1. Install the vinyl ground channel directly under the outside edge of your home, using galvanized nails. Use a plumb bob to determine exact location. 3. To go around corners, bend the back skirting trim at the corners of the home and continue nailing. Do not cut. 5. Snap the front skirting trim into place to hold panels securely. To form corners, do not cut the panels, notch and bend the panels. Follow the special guidelines shown in illustrations 6a and 6b to finish the skirting trim at the corners. 28 2. Install the back skirting trim. Snap a chalk line at the bottom of your home to mark the position for the back skirting trim. Nail the trim pieces to the home using the nail slots. Make sure you place the nail in the center of the slot and do not hammer tightly. 4. Measure the skirting panels to the proper height, subtracting 114" for expansion. Cut the panels to size, using tin snips. Slide panels over the back skirting trim and into the vinyl ground channel, interlocking the panels as you install them. To form corners, bend but do not cut the panels. 6. a) Cutting outside corners. Determine the location of the corner and cut a 5118" section from the top edge of the spring lock. In the center, cut a °V" 314" deep and 1 1 `8" wide at the top edge, and a small T" cut at the bottom. Bend the front skirting trim and snap it into the corner. 2: — = A beauty of vinyl siding is maintained with little effort. Vin l siding cleanup �Ithough vinyl siding will get dirty, like anything exposed to the atmosphere, a heavy rain will do wonders in cleaning it. Or, it's possible to wash it down with an ordinary garden hose. neither rain nor hosing does a satisfactory job, follow these simple instructions: Use an ordinary, long -handled car washing brush. This brush has soft bristles, and the handle fastens onto the end of, the hose. It allows the siding to be washed just like a car. Avoid using stiff bristle brushes or abrasive cleaners, which may change the gloss of the cleaned area and cause the siding to look spotty. To, remove soot and grime found in industrial areas, wipe down the siding with a solution made up of the following: a. 113 cup powdered detergent (e.g., Tide@, or equivalent powder detergent)* b. 213 cup powdered household cleaner (e.g., Spic & Span@, or equivalent)* c. 1 gallon water. If mildew is a problem, use the solution previously mentioned, but add 1 quart liquid laundry bleach. When washing down your entire house, start at the bottom and work up to the top in order to prevent streaking. stubborn stains, refer to the Stain Cleaners below. Stai hi cleaners** ubble Gum: Fantastic®, Murphy's Oil Soap@, or solution of vinegar (30 percent) and water (70 percent) rayon: Lestoil® DAP (Oil -based caulk) Fantastic® elt=tip Pen: Fantastic® or water -based cleaners irass: Fantastic@, Lysol®, Murphy's Oil SoapO, or Windex@ : Fantastic@ or Murphy's Oil Soap@ Grease: Fantastic®, Lestoil0, Murphy's Oil Soap@, or Windex@ Ad and Mildew: Fantastic@ or solution of vinegar (30 percent) and water (70 percent) ator Oil: Fantastic@, Lysol,, Murphy's Oil Soap@, or Windex@ Oil Soft Scrub@ Paint Brillo® Pad or Soft Scrub@ mcil: Soft Scrub® ist: Fantastic®, Murphy's Oil SoapO, or Windex& r: Soft Scrub® ip Soil: Fantastic®, Lestoit@, or Murphy's Oil Soap@) Cleaning materials are listed in alphabetical order. KAYCAfd does not endorse proprietary products or processes and makes no warranties for the products referenced herein. Reference to proprietary names is for illustrative purposes only and is not intended to imply that there are not equally effective alternatives. *M 29 KAY EIG07 mmkaycan.com All company names and product names are trademarks or registered trademarks of KAYCAN. C-2007 KAYCAN. All rights reserved. we I I I �- - - 25.5' - - -� I 11.0' I ! !I �I li Existing 8.0' Shed I II ----------------� Existing 48'.0' HOST Acrylic 22.0' Room STRUCTURE. L----------------J �17NSEI IBACK REQ. DES��— NR SIDES— �8R �! 100.0' 7.5"1 110.0' � I i �tsti � Existing ! 815' � "•— .5 11.0' Acrylic Room I I 12.0' � I d 21.0' 42.0' Easement To: Gallberry Cir. 33.5' !I ! I I ----------------------- ------- !------------1- Savanna' Clup Plat (3) Block 25 Lot 41 y 8524 Gallberry Circle FLE COPY. Port St Lucie, Florida Drawing Scale: 1" =10' CONTRACTOR: South Florida Aluminum Products, Inc. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 2010 Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 2. 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VULT = 161 MPH, VASD = 125 MPH 3-Exposure-C-ategory-Paragraph-1609:43:-Exp0sure-B 4. Building Category for Aluminum Structures, Paragraph 2002.6: Category TYPE I Foundation Design Existing concrete slab. No additional concrete footing or slab is required to resist the loads imposed upon the existing slab by the proposed construction if the existing slab is a minimum of 4" thick and in sound condition, free from structural cracking, spalling, or other deterioration. Roof Type 1. Roof Type: EXISTING 2. Roof Material: EXISTING Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the Florida Building Code, 2010 Edition, and any other applicable local codes and regulations. 2. The minimum wall thickness of aluminum extrusions shall be in accordance with the Florida Building Code, 2010 Edition and the 2005 Edition ofthe Aluminum Association Manual, but not less than 0.040 inches. 3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Architecture & Engineering, LLC. 4. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be. approved. 5. Fasteners are required to be SAE Grade 5 or better zinc plated. 6. All Self Mating Beam Sections are to be stitched with either 414 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 7. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining+/- 1%- ASTM C 260 iv. Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 8. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 9. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the following: a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum moisture content of 15%. b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with f.s. tt-w-571 and bear the American Wood Preservatives Institute quality mark 1p-2. c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. d. Aluminum members that are uncoated shall be separated from PT lumber by 309 felt paper, 10 mil polyethylene sheet or equivalent material. 10. Contractor shall provide Florida Product Approval information as to the exact window being utilized for this project, including manufacturers specifications, and • installation methods for anchoring the submitted windows to Aluminum members and specific sizes as indicated on A-1. 11. Contractor shall provide any additional backing and anchors as required by the window manufacturers recommended procedures. 12. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4 13. All flashing and weatherproofing shall be provided by the contractor WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 00 00 A �A B B VINYL (2) 2X4" TOP PLATE SIDING COMPONENTS & CLADDING - VASD �- - DESIGN PRESSURES FOR WINDOWS / DOORS: ZONE 5: +23.8 PSF / -31.9 PSF I�. CONTRACTOR TO INSTALL O -- VINYL SIDING PER FLORIDA 10 PRODUCT APPROVAL- V` -HOUSE WRAP �1/2" PLY. CDX 2X4" BOT. PLATE tipi fll. t�i*6�•:,:t;�l'Iil;:d 1�14i1s+tumanswe --_ o--3s0g. syU ftl ST, LUCIE COUNTY BUILDING DIVISIO REVIEWED FOR COMPLI DATE . { PLANS PERMI ff- MUST BE KEPT ON JOEII OR NO INSPECTION WILL BE MADE EXISTING MANUFACTURED HOME EXISTING 4TH WALL POST & BEAM FRAMING VA KA v m ® o � 3 ° No . 7 637 ° � ° 1 a"01m SIA, r-fi© �g l aglo °OR ° o o IAL BOBQ_ PROFES13IONAL SEAL W LU Z (D Ld Z ti W J � O C)LLJ z Ln G J W Z Q U- - O W O tZ Y LL EXISTING CARP EXISTING VINYL z AND RAGE ROOM. ROOF PANELS U W U oy ~ J U U' s 2x4 © Z 16 O.C. Q o0 A-2 B B N W timow Z rLLmm O (� x!u"'i Z LU ocC^ W 22'-0" t= w C) EXISTING 3X3POST (ii LO N W d M i Q tY W LU W cn'T cif �r OC ¢ w co CL ll DRAWN BY EB DATE DRAWN 11/18/13 THESE PLANS AND i ILL PROPOSED WORK REVISION ARE SUBJECT TO ANY CORRECTIONS 1 - REQUIRED BY FIELD INSPECTORS THAT 0 MAY BE NECESS qRY IN ORDER TO SHEET NO: COMPLY WITH ALL / PPL IOABL.E CODES. A-1 22'-0" ALUNUNUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" 2x3: 2"x3x0.050" > 2x4: 2"x4"x0.050" 2x5:2"x5"x0.050" OPEN BACK SECTIONS I 1 x 2: 1" x 2" x 0.040" H 2.5 AT ALL STUDS 1x3: 1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2X4 HORIZONTAL 2 x 4 Snap: 2" x 4" x 0.045" BLOCKING AT SHEATHING SPLICE (2)16d TOENAILS- - SELF MATING (SMB) EACH END 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" LSTA72 EA END 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 1 5/8" 2x9SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: H 2.5 AT ALL STUDS SIMPSON TITEN HD OR EQUIVALENT SIMPSON STRONG TI7HD5A SHEET METAL SCREWS (SMS): LTT20B MAY BE USED ITW / BUILDEX OR EQUIVALENT OF HD5A 2" x 6" 1 1/8"x21/8"x 1 1/8"x6"x0. ALUM RECEIVING CHAN W/ (6) #14 x 3/4" SMS E SIDE INTO BEAM WOOD FRAME WALL c 3" LAG SCREWS 4LL S'l BEAM TO HOST STRUCTURE ATTACHMENT DETAIL A-2 SCALE: NTS HEADER SCHEDULE OPENING HEADER SIZE UP TO 3'-4" (2)Z'x 6' T-5" TO 5'4" (2) Z' x 8" 5'-5" TO 8'S" (2)2"x 10" 8'-7 TO 12'6" (2) 2" x 12' SP4 PERMITTED TO BE USED IN LIEU H-2.5 TOP PLATE DOUBLE 2X 3 -16d x 5 EACH SIDE IN EACH HEADER HEADER -PER -SCHEDULE-- - - - 2 - 2X4 STUDS MIN. EACH SIDE OF OPENING 16d @ 24" O.C. STAGGERED •2X4 STUDS @ 16" O.C. BOTTOM PLATE SINGLE 2X PT SIMPSON STRONG TIE HD5A -LTT20B MAY BE USED IN LIEU OF HD5A AZA TYPICAL WOOD FRAME WALL DOOR SECTION A-2 SCALE: NTS HEADER SCHEDULE OPENING HEADER SIZE UP TO 34" (2)2"x 6' 3'-5" TO 5'4" (2) Z' x 8" 5'-5•' TO 8's' (2) 2" x 10" 8'-7 TO 12'-8" (2) 2" x 12' SP-4 PERMITTED TO BE USED IN LIEU H-2.5 H 2.5 AT ALL STUDS TOP PLATE i DOUBLE 2X 2X4 HORIZONTAL n n p3 -16d x 5 EACH SIDE IN BLOCKING AT EACH HEADER SHEATHING SPLICE (2) 16d TOE NAILS EACH END HEADER PER SCHEDULE 2 - 2X4 STUDS MIN. EACH SIDE OF OPENING LSTA12 EA END 8d @ 24" OC STAGGERED 2X4 STUDS @ 16" O.C. (3) 16D TOE NAILS TOP AND BOTTOM SIMPSON STRONG TIE HD5A LTT20B MAY BE USED IN LIEU OF HD5A A PLATE 2X PT SIMPSON STRONG TIE HD5A LTT20B MAY BE USED IN LIEU OF HD5A B'B TYPICAL WOOD FRAME WALL WINDOW SECTION A-2 SCALE: NTS ®e0Q®gas©®®g#A'g;n 6) vv, CONCEALED FASTENERS OR ATTACH 9®a� � `�� ' ° >T �© �RETHERRI�ONSIBILITY Of THE w a p o ° 637 0 P•! 0.7 mm= OF ffm6 STATE 0 �3 0 m ®� ° I "ppp a �vd NIA4 PROFESEAL f w W THESE PLANS AND ALL PROPOSED WORK W 0 w ARE SUBJECT TO ANY CORRECTIONS W a REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO z p O ti i m z COMPLY WITH ALL APPLICABLE CODES. LLI Ltl LL Z a O Wcc w a 0 Y -,I 1/2--12- MIN (4) 1/4" DIA. X 3" LAG EXISTING SCREWS ROOF W/ NEOPRENE WASHERS PER PANEL (2) 2X4 TOP PLATE 12" OVERHANG MAX. HEADER SCHEDULE OPENING HEADER SIZE UP TO 3'4" (2)2"x6" T-5" TO 5'4" (2) 2" z 8" 5'-5" TO 8'-6" (zI Z' x 10" 8'-7 TO 1Zs' (2)2"x 1Z' SP-4 PERMITTED TO BE USED IN LIEU H-2.5 BASED ON A MIN SOIL BEARING PRESSURE OF 1,500 PSF BEARING CAPACITY OF SOIL SHALL BE VERIFIED BY LICENSED CONTRACTOR PRIOR TO POURING CONCRETE. 2. THE SLAB/FOUNDATION AREA SHALL BE CLEARED OF DEBRIS AND ROOTS AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. CONCRETE SHALL BE PER SPECIFICATIONS IN THE DESIGN SUMMARY. EXISTING SLAB I HEADER SCHEDULE VINYL SIDING ON #15 FELT PAPER OR HOUSE WARP ON 1/2" APA RATED SHEATHING 2X4 S.Y.P. @ 16" O.C. 1. 1/Z' APA RATED SHEATHING CONTINUOUS FROM BOTTOM OF BOTTOM PLATE TO TOP OF TOP PLATE. SHEATHING IS PART OF LOAD PATH TO GROUND. 2. IF SHEATHING HAS HORIZONTAL BREAK, IT CANNOT BE USED AS PART OF LOAD PATH - USE H2.5 AT BOTTOM AND H2.5 AT TOP OF EACH STUD. 3. SP-4 PERMITTED TO BE USED IN LIEU H-2.5 NAIL PATTERN: Bd 4" O.C. @ EDGES 8d 4" O.C. INFILL 2X4 STUD @ 16" O.C. (1) 2" x 4" PT BOTTOM PLATE W/ 1/2" DIA. SCREW ANCHOR @2'O.C. S TYPICAL WOOD FRAME WALL SECTION A-2 SCALE: NTS LI.I U � J = t U z= Q r po Lu t m g o Q z m ¢LLm wAA O Swann z LL1 od.C� N a1 LLI U J LL. 0 � W DLU U m J J b LU 0 w dacod EB DATE DRAWN 11/18/13 SHEET NO: A-2