Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SUBMITTED PAPERS
OFFICE_USE ONLY: DATE FILED: l� I \J✓ , PLAN REVIEW FEE: CEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: 1. 2. 3. 4. 5. 9. 10, 11. 12, 13. ALL INFO MUST DE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 ,t /� 772-462-1553 -, (�(�/I� p APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESS: S1L10 SLA5W Pfau�r PROJECT NAME: SITE PLAN NAME: PROPERTY TAX ID #:LEGAL DESCRIPTION (attach extra sheets if necessary)' � 3-\ Ho � `)H 4 �� t�4 J AJI" �SS w 6d F� - 6t 16 AN od ��°���s1 PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. y' -i3-�'2," PARCEL SIZE (ACRES/SQ FT.): `� LOT DIMENSIONS: gig,- t/ COMPLETE DESCRIPTION OF C C\.� r) . ;10 YA-0 C> L SETBACKS (ACTUAL) FRONT: CTION PROJECT ORWOACTIVITY:` C. BACK: 30 RIGHT SIDE: - Zp LEFT SIDE: TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] OTHER (SPECIFY) .DESCRIPTION OF PROPOSED USE: SL 14. SQ. FT OF CONSTRUCTION: L10b 16. VALUE OF CONSTRUCTION: $ � 4 co p [ ] INTERIOR RENOVATION [ ] INDUSTRIAL 15. SF. FT 1st FLOOR: 9y 0 Lj Tcf B<IF15 FA( The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER IN1=ORMATOON NAME: ice+ ADDRESS: CITY: STATE: ZIP.. 3� \ PHONE (DAYTIME):3 J (c, Email: S��w (O e "�`-V ��"^4 1 ` Cog", IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): U CONTMCTOR ONFORMATION ST. of FT . R FC.. C FRT #: ST. LUCIE COUNTY CERT #: BUS1T QUAL. ADDR CITY: PHON ARCHIT/ENGINt EER: ADDRESS: CITY: �- PHONE (DAYTIME): STATE: Ff ZIP: :�— 4 Ci 3 BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER ADDRESS: CITY: STATE: ZIP: X IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. 4 1 1 t i b v— CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the pen -nit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. \1 OWNERONTRACTOR SIGNATURE STATE OF FL D 1 COUNTY OF Q 3 h The foregoing instrument was acknowledged before me this QC!fA'y of 0 by who is sonally known or has produced c/ SIGNATURE STATE OV FLORIVA I COUNTY OF Li �'C„�_ The foregoing instrument was acknowledged before me this--2�day of 20 by �pl S wh 'personally known or has produced Signature ofN>(; is My C"4,q\ , F�Ibj Commission No. B0D°adkspiAF s o NOTE: TWO (2) SIGNATURES ARE REED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYItNG FOR THIS BUILDING PERMIT AS AN OWNERBBUILDER, THE OWNER MUST PERSONALLY APPEAR,TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE: FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERBUILDER APPLICANTS. For specific idstructions see appropriate permit heckflista OFFICE USE ONLY Bg -.Tro SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % CD TAZ NO. FLOOD ZONE FIRM MAP # J2 1 sT FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY PUBLIC PUBIC BLD PARKS IMPACT iM FEE IMPACT IMPACT :FEE —CORRECTION FEE FEE GENERAL `SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING . MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER_ REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED l k-3 5111 h DATE COMPLETED ( C// ( !� J INITIALS } I ! 1 1 i i Lydia Galbraith From: Jon Ashenback <jshenback@gmail.com> Sent: Thursday, May 23, 2013 6:33 AM To: Lydia Galbraith Subject: 1305-0271 Ashenback Shed.pdf Attachments: 1305-0271 Ashenback Shed.pdf, ATT00001..htm Hi Lydia As per our conversation, attached is my cost breakdown for the shed. I would have to have a gross miscalculation in order to be above a $10,000 budget. Thank you very much for your help. N N /►ahonbso Shed PermI A 305.027,7 Framing Package' $2547.93 As per Southern Pine quote Misc $500.00 Concrete, paint, misc fasteners Truss Package $350.00 Roof package' $600.00 6 sq @ $100/sq Labor $1600.00 2 men, 2 weeks @ 10/hr Comp and Taxes $400.00 25 % of labor Permit $150.00 Approx Total $6147.93 SPL - Stuart 250 NE Dixie Highway Stuart, FL 34994 772-692-2300 Fax: 772-692-2305 Sales Invoice: Ordered by: Jon(772)4.65-9700 Order Number: 13387200 P.O. Number: Slash Pine Trl Bill To: 000254 Cash Anywhere FL SHIP BKO DESCRIPTION 50 2x4x16 #2 .40 acq Cut to 35 pcs 8',plates 17 2x6x20 #1 DSS .40 acq No stock of #2 keep 2 2x8x16 #2 .40 acq 4 2x8x20 #2 .40 acq 10 4x4x10 #1 .40 acq No #2 stock in 4x4 13 Plywood 3/4" T&G Plywood Treated 25 Plywood 5/8° CDX Untreated Ply 60 Simpson Products SP4 Z Max 20 Simpson Products H2.5A Z-Max 1 Delivery Charge * QUOTATION *. Invoice Date: 05/22/13 Terms: COD Due Date: 05/22/13 Ship VIA: Ship To: Jon Ashenback 5r140 Slash Pine Trail Ft Pierce,fl 34951 ALL SALES FINAL, NO RETURNS $50.00 Fee will apply on Returned Checks kbove prices are discounted for cash or check ?icked by: Driver: :al Brd/Ft: 1156 Total Weight: 3D221. BRD FT 533 340 43 107 133 0 0 0 0 0 UNIT PRICE 7.60 20.79 15.25 24.47 14.49 47.40 27.40 . 9.8 .35 30.00 Subtotal 6.00% Sales Tax Total 09:44 AM EXTENSION 180.00 353.43 30.5.0 97.88 .144.90 616.20 68.5.00 58.8'0 7.00 30.00 2,403.71 144.22 2,547.93 DATE: 411,2eil s OWNER: JrV A/ 4,SWedV,&,4G k ADDRESS: TENANT: The above premises have been inspected by ' S1" t/c�eC 4:9 and the following items must be done to bring building up to code: Plans Requiredye S Electrical Plumbing Structural _�e5 A/C eOther: COMMENTS: A0011- ��it r S� �c�' L %�=s✓aF� hi�� i✓/ �-9�� �rk3� ¢��sll/�/r�tl s� /� d�f¢b� � ,�Cr Uv✓!•� � P>/' S r d9G • . � /J��A��.. rif e�A•� Gr°e�L'tC�, ®Wlitlet�- �i•Y �v'A%� �c�t9 Fo s „o C- WA > r :eau 6U49 & -T/keg eoLtA dam.®vse- sT�,IU� %®�-j5,e lasv -e_ r4A5e-, Signed: Title: BUILDING PERMIT NEEDED: � 5 a PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DMSION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY 'W N-5\XQJ.0e_JC1 will be using the following sub -contractors for the (Company/Individual Name) p� project located at 514e7 � LV 1! � — Ni c— c'( V;v �14rUf_ (Street 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 listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical Plumbing HVAC/ Mechanical Roofing �J*- L Coj_ti�-+4— Gas OFFICE USE ONLY: PERMIT ISSUE DATE: NUMBER: ®Z a 40 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State -of Florida Certification Number (If applicable): cu— 05;,t? -6a have agreed to be the (Company Name/Individual Name) c \ ^ sub -contractor for \c�� 0�-`� (Type of rade) (Primary Contractor) for the project located at c1qj (Project Street Address 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) 0[4GIWAL SIGNATURES ARE .REQUIRED cc cc PRI NAME (� DATE Name: A- TVeAz L �tiS�iw v Jw G�4.,k= Address: �1 K0 SL�S five --�(A v City/State/Zip: 34457Ir Phone: `77 `ay email: S �oG �5�- caves OFFICE, USE ONLY: PERMIT # ISSUE DATE soPROPERTY RECORD CARD Use Type: City/Cnty: SF Res St Lucie County Owner: Jon G Ashenback Rachel L Ashenback 18 34 40 N 1/2 OF SW 1/4 OF NW 1/4 OF NE 1/4 OF NW 1/4-LESS W 60 FT - Address: 5140 Slash Pine Trl (1.16 AC) (OR 1801-49) I Fort Pierce FL 34951 Sales 111forinatioll ( Date Price Code Deed Book/Page 2012 Final: 171900 Land Value: 20000 Acres: 1.04 9/15/2003 27000 00 WD 1801 / 0049 Assessed: 171900 Building Value: 151900 4/11/2003 12000 00 WD 1693 / 0626 Ag.Credit: 0 Finished Area: 1961 SgFt 12/12/2002 11000 00 WD 1629 / 0951 Exempt: 50000 7/1/1978 6000 00 CV 0292 / 0244 Taxable: 121900 Taxes: 2660.49 — J i __ �v . el �rvSE li I 10 SPIN t ale °rrr' e (Ise ) View: ExtType: Grade: StoryHght: RoofCover: TN - Metal RoofStruct: BP -Hip HB - HB YearBlt: 2005 Frame: - B - B EffYrBlt: 2005 PrimeWall: HP - Hardi Plank 0010 -1 Story No.Units: 1 SecWall: - iBedRooms: 3 Electric: NIX - MAXIMUM PrmintWall: DW - Drywall Fu1lBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: 11/2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CT - Tile -Ceramic %A/C: f 100 %Heated: 100 %Sprinkled: 0 ,DWC - Driv=Concret I IENC2 - POOL ENC-AVG SWAV - RES POOL AVG PA01 - POOL DK-AVG i ISPA - SPA -HOT TUB t PHTR - POOL HEATER Y/S Qty. Units Qual. Cond, YrBlt. No. Use Type Y 1 1000 AV AV 2005 1 0100-SF Res Y 1 1623 AV AV 2005 Y 1 390 AV AV 2005 Y 1 1217 AV AV 2005 Y 1 16 AV AV 2005 Y 1 1 AV AV 2005 Depth I I i http://www.pasic.org/paslc/prc.asp?prclid=141821200250008 5/20/13, 8:33 AM Page 1 of 2 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3836401 IWOK 3520 PAGE 621, RecordeCINl/2013 at 08:17 1 NOTICE OF COMMENCEMENT Permit No. O �)Tak Folio No. 1418-212-0025-000-8 State of Florida County of St. Lucie The undersigned herebygives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement Legal Description of Prope 18 34 40 N 1/2 OF yS(Wand14OFddreW If1a/4 iObFe)NE 1/4 OF NW 1/4-LESS W 60 FT- (1 16 AC) (OR 1801-49) General description of improvement: Reroof_NeW Shed New A/C Owner information or Lessee Information if the Lessee contracted for the improvement: Name Jon Ashenhark Address 5140 Slash Pine TH Fort Pierce FI 34951 Interest in property: Name and address of fee simple titleholder (if different from Owner listed above): contractors Name: Atlantic Construction and Roofing Contractor Address: 5140 Slash Pine TH, Fort Pierce, FI 34951 Phone Number: 772-215-3306 Surety (if applicable, a copy of the payment bond Is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Lender's addrt Number: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Statutes: Phone Number: Address: In addition to himself or herself, Owner designates of Lienors Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE of COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITHYOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my.knoedge and belief. (5i�hhature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager Owner (Signatory's Title/Office) The f regoing Instrument was acknowledged before me this % day of i! p`r' _ , 2A , By "` as ox ju-tr V for of Pers , Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed Personally known"! or produced Identification_ (Sig ture of Notary Public - State of Florida) (Print, Type, orStamp Commissioned Name of Notary Public) Type of Identification produced SIXIE OF CGIJIAT RA10Y $1. tUCIE THISIST� ERTIfl %� O�r�EC Date- a ii . .,, Rebecca Lynn Hessler ' A COMMISSION# EE090605 EXPIRES: MAY04,2015 www.AARoNNoTARY.com Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 5140 Slash Pine Trl City / State / Zip: Fort Pierce, FI 34951 Parcel #: 1418-212-0025-00018 Zoning: AR-1 APPLICATION INFORMATION Permit Number: 1305-0271 Permit Type: Shed > 145 CONTRACTOR INFORMATION Contractor Name: Ashenback Jon Gardner Business Name: Atlantic Construction And Roofing Business Addr: 5140 Slash Pine Tr City / State / Zip: Ft Pierce, FI 34951 REVIEWS AND COMMENTS REVIEW COMMENTS Page 1 Owner(s): Jon G Ashenback / Rachel L Ashenback Jurisdiction: St Lucie County Lot#: Stories: Block: Automatic Sprinkler System? No Fax Number: 772-264-0302 Email: Jashenback@Hotmail.Com Review Type Status Reviewed By Date Started Date Completed Date Released Documents Missing Pending Angela Huff 5/20/2013 5/20/2013 Comment: NOTICE OF COMMENCEMENT 5/20/2013 Comment: UPDATE LIABILITY INSURANCE Comment: GENERAL CONTRACTOR AND ROOF CONTRACTOR LICENSE ON HOLD. PLEASE CONTACT CONTRACTOR 5/22/2013 LICENSING. 5/22/Ml3 Comment: 2ND SIGNED AND SEALED PRODUCT REVIEW AFFIDAVIT. WE ONLY RECEIVED ONE. Environmental -Vegetation Pending 512012013 Comment: Front Counter Review Complete Angela Huff 5/20/2013 5/20/2013 Comment: To be reviewed by Plans Pending Examiner Comment: To be reviewed by Zoning Complete Comment: 5/22/2013 5/22/2013 5/22/2013 5/20/2013 iG, �LtfiGPi !/Ott41� Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 Zoning Review 5/22/2013 5/22/2013 5/22/2013 REVIEW COMMENTS e2 Incomplete Lydia Galbraith 5/22/2013 Comment: THE VALUA OF CONSTRUCTION WILL BE BASED ON THE ICC BUILDING VALUATION DATA SCHEDULE OF FEBRUARY 2013. THIS TYPE OF CONSTRUCTION WILL BE BASED UPON $ 40.62 PER SQUARE FOOT (CONSTRUCTION COST AND LABOR). BASED ON THIS INFORMATION THE VALUA OF CONSTRUCTION IS OVER THE TRESHOLD OF $ 10:000.00. SURVEYS ARE REQUIRED FOR ALL BUILDING PERMITS INVOLVING A PRIMARY STRUCTURE AND FOR ALL ACCESSORY STRUCTURES WITH A CONSTRUCTION VALUE EXCEEDING $ 10,000.00. THE SURVEYS MUST BE SIGNED & SEALED BY A REGISTERED FLORIDA SURVEYOR. ALL COPIES MUST BE STAMPED BY THE HEALTH DEPARTMENT IF A SEPTIC PERMIT IS REQUIRED. PLEASE SEE OUR SURVEY REQUIREMENT SHEET FOR SPECIFIC REQUIREMENTS. Comment: PLEASE PROVIDE PROPOSED FINISHED FLOOR ELEVATION, ELEVATION OF GRADE AT CONSTRUCTION AND ELEVATION OF THE CROWN OF THE ROAD ON THE SURVEY. THE FFE IS REQUIRED TO BE 181, ABOVE THE CROWN OF THE ROAD. SEE ST LUCIE COUNTY LAND DEVELOPMENT CODE CHAPTER 7-04-01 FOR MINIMUM FLOOR ELEVATION REQUIREMENTS. Comment: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECTS THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. ��' xv'r'� 6M't'5F Planning & Development Services Building & Code Regulation Division 2300 Virginia -Avenue Fort Pierce, FL. 34982 Phone:(772}462.2172 Fax:(772)462-6443 REVIEW COMMENTS RECEIVED JUN;1720u PROPERTY INFORMATION Address: 5140 Slash Pine Trl' City / State / Zip: Fort Pierce, FI 34951 Parcel #: 1418-212-0025-000/8 Zoning: AR-1 APPLICATION INFORMATION Permit Number: 1305-0271 Permit Type: Shed > 145 CONTRACTOR INFORMATION Contractor Name: Ashenback Jon Gardner Business Name: Atlantic Construction And Roofing Business Addr: 5140 Slash Pine Tr City / State / Zip: Ft Pierce, FI 34951 REVIEWS AND COMMENTS Page 1 Owner(s): Jon G Ashenback / Rachel L Ashenback Jurisdiction: St Lucie County Lot#: Stories: Review Type Status Reviewed By Documents Missing Pending Angela Huff Comment: Environmental - Vegetation Complete Ben Balcer Comment: Front Counter Review Complete Angela Huff Comment: Plans Examiner Review Incomplete Ed Roseberry 5/31/2013 Comment: Submit copy of cut sheets from truss manufacturer To be reviewed by Plans Examiner Complete Ed Roseberry Comment: To be reviewed by Zoning Complete Comment: Block: Automatic Sprinkler System? No Fax Number: 772-264-0302 Email: Jashenback@Hotmail.Com Date Started Date Completed 5/31/2013 5/31/2013 5/22/2013 5/28/2013 5/20/2013 5/31/2013 5/22/2013 Date Released 5/20/2013 5/20/2013 5/20/2013 5/22/2013 5/20/2013 Planning & Development Services Building 4 Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 3482 Phone:(772*2.2172 Fax:(772)462-6443 Zoning Review Incomplete Lydia REVIEW COMMENTS 5/22/2013 Page 2 Comment: THE VALUA OF CONSTRUCTION WILL BE BASED ON THE ICC BUILDING VALUATION DATA SCHEDULE OF FEBRUARY 2013. THIS TYPE OF CONSTRUCTION WILL BE BASED UPON $ 40.62 PER SQUARE FOOT (CONSTRUCTION COST AND LABOR). BASED ON THIS INFORMATION THE VALUA OF CONSTRUCTION IS OVER THE TRESHOLD OF $ 10,000.00. SURVEYS ARE REQUIRED FOR ALL BUILDING PERMITS INVOLVING A PRIMARY STRUCTURE AND FOR ALL 5/22/2013 ACCESSORY STRUCTURES WITH A CONSTRUCTION VALUE EXCEEDING $ 10,000.00. THE SURVEYS MUST BE SIGNED & SEALED BY A REGISTERED FLORIDA SURVEYOR. ALL COPIES MUST BE STAMPED BY THE HEALTH DEPARTMENT IF A SEPTIC PERMIT IS REQUIRED. PLEASE SEE OUR SURVEY REQUIREMENT SHEET FOR SPECIFIC REQUIREMENTS. 5/22/13 SPOKE TO JON ASHENBACK, HIS COST AND LABOR ARE UNDER $ 10,000. HE WILL SEND A SPREAD SHEET. TOLD HIM I WILL LEAVE THE QUESTION OPEN UNTIL PLANS EXAMINER HAS REVIEWED THE FILE AND THE SPREADSHEET. Comment: PLEASE PROVIDE PROPOSED FINISHED FLOOR ELEVATION, ELEVATION OF GRADE AT CONSTRUCTION 5/22/2013 AND ELEVATION OF THE CROWN OF THE ROAD ON THE SURVEY. THE FFE IS REQUIRED TO BE 181, ABOVE THE CROWN OF THE ROAD. SEE ST LUCIE COUNTY LAND DEVELOPMENT CODE CHAPTER 7-04-01 FOR MINIMUM FLOOR ELEVATION REQUIREMENTS. 5/22/2013 Comment: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECTS THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. .r 1. CBUCK Engineering Spectdlty Structural Engtneertnc, CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report "5V Crimp" Metal Roof Assembly Manufacturer: Sunlast Metal, Inc. 2120 SW Poma Drive Palm City, FL 34990 (772) 223-4055 for Florida Product Approval # FL 10490.6 R3 Florida Building Code 2010 Per Rule 9N-3 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: "5V Crimp" Roof Panel Material: Steel Panel Thickness: 26 gauge Panel Width: 24" Support: Wood Deck Prepared by: James L. Buckner, P.E., S.E.C.B. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 12-139-5V-S6W-ER Date: 4 / 16 / 12 Contents: aches L. Buckner, P.E., SECB Evaluation Report Pages 1— 7 Florida E. # 1242 lf- �GIrZ I CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 10490.6-113 Date: 4 / 6 / 12 CBUCK 6ngineerin9 Page rt No.: 2 o1f37-5V-56W-ER Specialty Structural Englineerinq CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Sunlast Metal, Inc. Product Name: "SV Crimp" Product Category: Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 9N-3.005 (1) (d) i Product/System "5V Crimp" Description: 26 gauge Steel roof panel mechanically attached to Plywood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Underlayment Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32 (min.) or greater plywood, • or Wood plank (min. specific gravity of 0.42) Slope: Minimum slope shall be in accordance with manufacturer's recommendations, FBC Section 1507.4.2 and applicable code sections. Performance: Wind Uplift Resistance: • Design Uplift Pressure: METHOD 1: - 50.5 PSF (Refer to "Table A" attachment details herein) METHOD 2:-106.75 PSF CBUCK E=nginsering FL #: FL 10490.6-R3 Date: 4 / 6 / 12 Report No.: 12-139-5V-56W-ER Page 3 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The product described herein has demonstrated compliance with: • UL580-06 — Test for Uplift Resistance of Roof Assemblies • UL 1897-04— Uplift test for roof covering systems • TAS 125-03 —Standard Requirements for Metal Roofing Systems Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-04 adopted by the Florida Building Code 2010. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 2010, Section 1504.3.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements Scope: of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 9N-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 9N-3.005. Per Rule 9N-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. • Option for application outside "Limitations and Conditions of Use" Rule 9N-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 9N-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). CSUCK Engineering FL #: FL 10490.6-R3 Date: 4 / 6 / 12 Report No.: 12-139-5V-SM-ER Page 4 of 7 Speclaltl j Structural Engineerinca CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Roof Panel: (by Manufacturer): Material: Thickness: Panel Width: Rib Height: Yield Strength: Corrosion Resistance: Fastener: Type: Size : Corrosion Resistance Standard: "5V Crimp" Steel 26 gauge (min:) 24" (max.) Coverage 1/2„ 40 ksi min. In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Hex -Head Wood Screw with WSW #10 x 1-1/2" " Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Underlayment: Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5 Insulation (Optional): Type: Rigid Insulation Board Thickness: 3" (max.) Properties: Density: 2.25 pcf (Ibs/ft3) min. Or Compressive Strength: 20 psi min. Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16". v CBUCK E=ngineelrinq FL M FL 10490.6-113 Date: 4/6/12 Report No.: 12-139-5V-S6W-ER Page 5 of 7 ISpecialty Structural Engineering CBUCK, Inc. Certificate of Authorization #B064 Installation: Installation Method: (Refer to drawings on Pages 6-7 of this report.) ■ Row spacing: Refer to Table "A" (along the length of the panel) ■ Fastener spacing: Nominal pattern of 12" o.c. (along the row, across the panel profile & at the top of corrugation peaks) ■ Rib Interlock: Lapped ■ Minimum fastener penetration thru bottom of support, 3/16". ■ For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" METHOD 1: METHOD 2: Design Pressure: - 50.5 PSF -106.75 PSF Row Spacing: 16" 8" Fastener Spacing: 12" 12" Install the "5V Crimp" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 2010. The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. TAS 125-03 Uplift Test Hurricane Test Laboratory, LLC (FBC Organization #TST ID: 1527) Report #: 0412-1017-05, Report Date: 02/22/06 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Sunlast Metal & Solar, Inc. Licensee # 385 3. Engineering Analysis By CBUCK Engineering 4. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization #ANE 1916) 5. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) FL #: FL 10490.E-R3 Date: 4/6/12 CBUCK Engineering Page Report No.: 62of 7 sv-s6w-ER Specicslty Structural Engtneerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Sunlast Metal, Inc: "5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck Profile Drawines 24' Maximum Net Coverage c i14 "5V Crimp" Panel , Typical Panel Profile View Nominal 12" o.c. I Nominal 12" o.c. Fastener Spacing Across Panel WMdth #.10 Hex -Head Screw with WSW Spaced 12" across the Panel Assembly Profile View Typical Fastening Pattern Across Row FL #: FL 10490.6-1113 Date: 4 / 6 / 12 CE3UCK Engineering Report No.: 1 -1 5V-56W-ER Speciaftj Structural Enginserinq MUCK, Inc. Certificate of Authorization #8064 Installation Method Sunlast Metal, Inc. "5V Crimp" (24 Gauge) Roof Panel Attached to Wood Deck Panel Fasteners - #10 Hex Head =15/37 or greater Plywood, or .Insulation 3" maximum - Wood plank Typical Assembly Isometric View TABLE "A" METHOD 1: METHOD 2: Design Pressure: - 50.5 PSF -106.75 PSF Row Spacing: 16" 8" Fastener Spacing: 12" 12" g Florida Building Code Online Pagel of 2 FWda Departmer#d Business Profes51 al Regulation MIMMMMM {, jf S (� { I{�.���tr•D��71tiRi�G� �{�.�H# i *aa �i�+;° � �- - �4s�,. � a p , r��z�'t��l�rat�,� ' Product Approval USER: Public User Product Anoroval Menu > prdyctt or AoDlicat[on c—h > @DDllt _kM)_Qft > Application Detail FL # FL12111-R2 Application Type Editorial Change Code Version 2007 Application Status Approved Comments Archived .. Product Manufacturer Overhead Door Corporation Address/Phone/Email 2501 S. State Hwy. 121, Suite 200 Lewisville, TX 75067 (469)549-7031 mark—sawicki@overheaddoor.com Authorized Signature MARK SAWICKI mark_sawicki@overheaddoor.com Technical Representative Mark Sawicki Address/Phone/Email 2501 S. State Hwy 121, Suite 200 Lewisville, TX 75067 (469) 549-7031 mark_sawickl@overheaddoor.com Quality Assurance Representative Carol Currence Address/Phone/Email One Door Drive P.O. Box 67 Mt. Hope, OH 44660 (330)763-8091 ccurrenc@wayne-dalton.com Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L. j Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who John E. Scates, PE developed the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA Inc.- ETL/Warnock Hersey Quality Assurance Contract Expiration Date 07/27/2012 Validated By Kurt Dietrich PE ice1 Validation Checklist - Hardcopy Received Certificate of Independence FL12111 R2 C01 Cert of Ind $sates 2.009s.odf http://www.floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMiXrJdBPIIt... 12/15/2011 Florida Building Code Online Page 2 of 2 Referenced Standard and Year (of Standard) Standard ASTM E330 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 10/26/2010 10/27/2010 11/04/2010 12/07/2010 10/28/2011 Year 2002 Summary of Products FL # Model, Number or Name IDescription 12111.1 770 Series Rolling Sheet Door Wind Load Drawing 220177 Limits of Use Installation Instructions Approved for use In HVHZ: No FL�11 R2 II 2_ZQj Jc S,pdf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Configurations for 20psf, 26psf, 31psf, and E-LI2111 R2 A oval ReDt_Model 770 79Q r2s pdf Created by Independent Third Party: Yes 36psf. See Installation Instructions for details. 12111.2 790 Series Rolling Sheet Door Wind Load Drawing 220185 Limits of Use Installation Instructions Approved for use in HVHZ: No FL12111 R2 II 220185b s.pdf Approved for use outside HVHZ: Yes Verified By: John Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Configurations for 22psf, 26psf, 31psf, 36psf Fl-12111 R2 AE Ev I�Re tt Model 770790 r23 Created by Independent Third Party: Yes and 41 sf. See Installation instructions for details. Back Next Contact Us :: 1940 North Monroe Street. Tallahasseg,F32399 The State of Florida Is an AA/EEO employer. copyright 2007-2010 State of Florida.:: Privacy :, Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster(aldbor.state.fl.us. Product Approval Accepts: NO 99® sY curit sti.n%tcs NEU v:ristoa 7►uated vert�Pr► http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMiXrJdBPIIt... 12/15/2011 L A171I9 NON al0 58102Z! dsd tti-/+ nmtt dsd zL-/* 'N0 OOL 'OYOffiOM au.w�1 !xr eO a°�p0nwn1100°aa a�ao ar IIL{taP v1u Owats b 038W3.4L'L ME ONOVds.9 CM M3aOSOM S'ZX.w C=VdS.ZI zM M3HOS M.47x.91E ONYJVdS Sl tm M3a0SOV1.nx.olt ONIOVdS St 038W3 .E'E1108)" r111H .Olt H01108H3MOd SH3MOd .91C YJ OMOtldS St p 03BW3.OZ'L NOOdtl1.9119 ONtOtldS.9 to 038W3.417 'H00dVAJA OtaOtldSZL to 'NOOdVI J!t 'Nam mom VD at ISMS eww ES DNPJtld5.9 M3H0s om,nw d13s oz•.NI Taal NOIHL VO Zt 133LS OWtlr zs OMOVdS.LI m3ws vhnlm 0 313S OZ'J/l 'MW NOIHL VD 4t 133LS 9Wtlr LS ONIDtldS.Zl M380SONRE d13S0Z'.Nt - MNUIRVd SNOIlINUBG HKSVd QNV 8WV(' isms"IIN cm Goan t0 aOHONY *NO*�Plm.OZ co Cs M3a*S ON00 1a3A8 cm Vn 000m to to NOHOW ONOO.DIM.DL 0 to co CS - a ONO* 14314 cm cm CM 000M 10 co 1* 0 m t0 HOHONVON00OP1mdt MSaDS ONO* CS I cs LS 13at6 tM ON I Cm Cm DOOM to h t0 - e0 NOHOWRNOO OPM bt tAw LS to to CD t SRO aSn CO t 3MID3Sn Maa04 ONOO 12318 cm fM cm CM zM OOOM to to to to 90 HOHONV OHOO B SI — tS — CS to nano asn to t 3an0 un to t Sono asn MaHOs ONOO 'MILLU VA PA a1 Mt rm 0002 to to — q co to 0 to C0 HOHONY DNOO WHOSONOO IPYA,Ot 1 3OnO 3Sn t 9On0 35n t 1 SanO asn lam 33n 7 AS CM Cm %3Sn CM zM zM ODOM ro to V3 n z0 Ho.—ON00 �PLN$ t san0 asn 13a isn CO 1 aan0 asn C0 1 a0n0 asn IO t 9mm atn Matl7s ONo7 1331E I>•O tYNV I. SC'ret l.O1C'Itt I 3C09L•AL I Itdzz'= adA18WVr NOIAVDIdlD3dS Z H01119 zsmnoasn z30r103sn ODOM OPM.Vt z MOM asn z 30V103Sn 313aONOO to tS 133LS i atOnO asn La0rq 35n am OOOm z WrdD3sn za01n*Ssn ZO aLSHON0*"PW1St CS Ls ze 13318 z2DCID3sn IM /M tm tM OOoM OPW141 z3On0a5n zDom asn 10 0 t0 813tlONOD zs LS is ze $a 1331S 1M IM tM iM IM GOON to to 1* tO tO 3[3tlONOO ODMS z6 99 LS t8 tS 1a316 st'af LIM LVItt i %Z•aiZ zz•az 3dA18Dttlr NOUVOWIDUS F wing) u7 9 L 1 8 �H10A1 ONM340 xm .0 .09� OOOOZZ N/d MOGN via T %VN .0 "a**Zl L %01 &V w (NMOHS GIV `1331S) 00OHS 8NM 1331S) ONR13do SOLM .O-AZ 01 .t-01. Saw'&GI1S SvloZz /Qy,O 5321E TIY SOW CODM/ANHOM 1((1a0 AySc (V0 rl) aa0* d330 11g30 ASSY (YO tl ■ SL'L • S91 10 i-W. (VO �l) 3OM d330 (e ASYHO NI 03MI010 SV Ommao 3001 ♦l 01 do 81M' THIS) on mw ano I ■0 ■0 Z a `• L 6 1 Z M # 1� 1N1NON Lam �• rn 60 Z!L____ n ort elt OCIOZZ Wd BtO02z Wd 1IIOLiF1 L00! a3�33aH1 }f �4E: Q L �•, Z3• + I 1H013H ao0a do is/sin*to •tl nmvd YStdS01, msMO aid SISs3NMO1HL 3CEN0 73315 't 1Y3SaDFUV3el O-mmo 3 ao t co mA avN 1 LIOpH a000 do Lf/s87 HYL -mmUON •no8a3YOd s'lfiHOd •NaOdn StlOAM 313tC XIO D3AO U`W 9 IM13H aoo0 d0 U Had 591-NI LLLI-UIINOZI IS 30ax1 •w(WININ (SS'W'a0 'dS) 3Md mmm Na3W= 38 11mS SOW Ooom 'S 1HOaH a000 io AL/set m -yrwxd MnRINN 3L3a0N0* rad OOOC 38 TT14S saw 3L�ON00 Y 3Y3Ntl 13;IrL 571Z0 nl• %OS'l % OB'I "RMNf'mv1O 3saa3ll a000 .30 lyi0Y3d sm-m ttef-lML3NON It 3000 esd NO15i001! AO 531K1N1�8 N�i1Hu .0 IM0138 03LSr1 Sy %= 3NL AB rGm NO 03sum HUGIM NOUOG 'NMSi3M G H3DGZ •01 H311130 MIL at oWOVdS 2 art s3ovu127"d ONY -mHON IMAM wmm 3m ONYISOLM 01 . 3007 0015 TRIOrLVNH3t1a OHY 3000 001E VOItlOH f_ 03NDIS30 38 Ism UPW TOSHIO Ae Noma Ow N0H*na1SN00 amp T HHM 30MI!O03V W 03M OW 03NDIS30 'l Q e a O t - nt 63LON Q w e 9Z't �—St4' wOuw of o'wom. tN01tIt1Gtl MM I® D1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE NOA www,mininidade.gov/i)ei-a/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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.L APPROVAL DOCUMENT: Drawing No. MD-SH200-01, 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 011-0614.01 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 11-1013.12 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 El300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11, signed 'and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.10-1066 issued by BNC, dated, 11/09/10, signed by Ishaq Chanda, P. E. G. OTHERS 1. Notice of Acceptance No.11-0614.01, issued to PGT Industries for their Series "SH- 200" Aluminum Single Hung Window — N.I., approved on 09/01/ d expiring on 09101116. Man0yerez, P.E. Product ConthA 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 MASONRYAPPLICATIONS 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 & 8, SHEET 4 & 6. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE S. SHEET 4. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-1/P' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 8, SHEET 4 & S. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS 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 Ell300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33113%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 INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. �— WIDTH WIDTH i HEIGHT - HEIGHT EQUALLTIE PROVIEWIORIEL ARCITOPPROMMORIEL RADNSTOPEGUALLRE 63.7/80 TIP -TO -TIP WIDTH 62-1/8' BUCK WIDTH NO ANCHORS qp-1f8+ REQUIRED IN VIgIBLE LIGHT FLANGE 9'• FRAME HEAD (—�B F 8' 1/2' CENTER OF VISIBLE MAX. FROM t 35, MEETING 21' LIGHT RAIL / MAX. O.C. 78+ TIP -TO TIP -- — r+ HEIGHT A BUCK / 8° MAX FROM HEIGHT CENTER OF MEETING RAIL / 23+ MAX O.C. 9' B NO ANCHORS REQUIRED MAX. IN FLANGE FRAME SILL TYP. FLANGE FRAME ELEVATION (TESTED UNIT) DESIGN PRESSURE RATING IMPACT RATING VARIES, NOT RATED FOR SEE SHEETS 2 & 3 IMPACT RESISTANCE III II I111// �.YNN QS'r '•.>ac * i No.58705 �-9�t _� e t T OF � L � ''I/Iltl 111\\ A, LYNN MILLER. P.E. 62-1/8' BUCK WIDTH 49-IIW VISIBLE LIGHT 3' MAXID C J_ 2'LE Fr'_ W MAX. O.C. T / BUCK HEIGHT D 3'MAX yll 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_ 5 ANCHOR QUANTITIES ........ _....... 8 GLAZING DETAILS................... 7 CORNER ASSEMBLY.._._._......... 7 EXTRUSION PROFILES...-..-..—.B PARTS LIST .......... ...... ..................8 Aaoptmlco No I' 013. Rsrlwd W. Dote: Rerlatom EapirsllsnDote - 14 JJ 10/10/11 2010 FBC NOTE By Rsvind * Dafe. Rsvislon: Miun Dade PmdectCon ® Dualp9on: IDmMn By: GENERAL NOTES & ELEVATION J ROSOWSKI 1070 TECHNOLOGY DRIVE 71110: Dote.. N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P.O. BOX 1529 NOKOMIS.' FL 34274 Sedes/ModsF. SCete: Shsst: Omednp No. Rev: CERT. OF AURL J29298 SH-200 NTS 1 OF 8 MD-SH2O0-01 A TABLE 1: TABLE 2, PRODUCT ml 18�Dm�� w MMAYuB Building Code Aweplanw No iwionDW0 ot(a By Ml de ProdnUCe Y TABLE3: y r" tp �0 0 o �� g o W J� Z � Go = Z O FIGURE A: SASH V i N CROSS SECTION O ai (WITH MONOLITHIC Z W GLASS) Z . �Z Z o Z N I $$' Z J = VISIBLE LIGHT i HEIGHT HEGGHT d§ 88 SASH HEIGHT -3.9116• �I ON fnf N n �'xd All �,rr�,, 62 8 N o o NOTES �vQ' - 1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/8' = u+ 00�0, Qua ANNEALED GLASS (TYPE A). : y 0m p; Z 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH :.w� a v ,n co ` Z OR HEIGHT DIMENSION SHOWN ON THE TABLE. Z d �Oj` g Maximum s Design Pressure (Ibs/ftz) for Glass Type A, Fin Window Height' Sash Height (sea Figu 8 Flange Frame Monolithic Glass Types A 1!8° Annealed B 118" Tempered C 3/18° Annealed D 3/16" Tempered E 1/4° Annealed F 1/4" Tempered Insulated Glass Types 0 1!8" Annealed, 1/4" Airspace, 1/8" Annealed H 3/16°Annealed, 3/18° Airspace, 1/8"Annealed I IN'Tempered, 1/4"Airspace, 1/8° Tempered J 3/18" Tempered, 3/16°Airspace, 1/8" Tempered TABLE 4: - TABLE Z PRODUCTRBVISED ea wmptylog with the Fioride B.Idrea Codo I- ) •I Accepim�a No 16 Ezphetlen Date biisroi ade duct. Y \ o 9 �0c o S L F- 2 W Z H Do Z g V B O o •i( M o Z W 0 Z_ BH �" f=l1 Z e- Z C Z N '•a U) (D U) W Z TABLE 3: FIGURE A: SASH CROSS SECTION (WITH I.G. GLASS) II lil �! II j Ij SASH NSIBLE LIGHT II HEIGHT HEIGHT I BASH HEIGHT-3.0/16, I I I { 1 It 1 II NOTES 1) USETHISTABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS = TYPESB-J. NOT APPLICABLE WITH 118- ANNEALED GLASS (TYPE A). _ 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR, HEIGHT DIMENSION SHOWN ON THEFT -ABLE. ®� v Nmiv Rx �a' 01 {� laY `9 X2 m o g u LYfuu n/rri� �`aa�Nl�,, �.. ... , .•�,� al +u �:,„ =� �.4_ :i N O G 0; Z= •: O` a5 (V��: a y1 per`\ '�r111I I LION Maximum Window Height' Sash Height s (sae Figure A, this sheet) Design Pressure (Ibs/ft2) for Glass Type B -J, Fin &Flange Frame Maximum Window Widths 18-1/8" 28-1f2° 33" 37° 41" 45 49" 63-1/8° 23" 11.9116" (Equal Lite) +55.0 I -90.0 +55.0 -90.0 +55.0 � -90.0 +55.0 •90.0 +55.0 ! -9D.0 +55.0 � •90.0 +65.0 -90.0 +55.0 •90.0 underl&9/18" +b5.0 -90.0 +b5.0 -90.0 +55.0 •90.0 +55.0 -90.0 +55.0 -90.0 +55,0 -84.3 +55,0 -76.0 +55.0 -729 37° 18.8/16" (Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0' -90.0 +55.0 -80.0 t55.0 -9D.0 +55.0' -90.0 +65.0 -81.1 +55.0 -73.4 oLer 1&B116" +5b.0 i -90.0 +55.0 -90.0 +55.0 •90.0 +55.0 � -9D.0 +55.0 � -9D.0 +55.0 •84.3 +55.0 � -78.0 +55.0 728 under 15-7/8" +55.01 -90.0 +55.0 •90.0 +65,01 -80.0 +55.0 -80.0 +55.01 -88.6 +55.01 -61.8 +55.0 -75.0 +65.0 •88,6 38-3/8" 16.7/B° lhru 19-3/16° s +55.0 -90.0 +55.0 •90.0 +55.g -90.0 +55.0 , -80.0 +55.0 , -90.0 +55.0 -87.8 +65.0 -78.8 +55.0 71.2 19.1/4° (Equal Lite) +65.0 -90,0 +65.0 -90.0 +55,0 � -90.0 +55.0 -90.0 +55.0 -87.8 +55.0 � -78.8 +55.0 d1.2 star 19-1/4° +55.0 -90.0 +55.0' -9g.0 +55.0-80.0 +55.0 (-88.5 +550' -810 +55.0�-75.0 +55.0•68.5under 19-9/16"5.0 -90.0 +55.01-90.0+55.0 I $6.5 +55.01 50.2+b5.056.3 +65.0 59.7qs,19-9/16"thm 22-518°s +55.0 -80.0 +55.0 -90.0 +65.0�-90.0 +55.0 I-89.1 +55.0� -78.5 +55.0� -70.0 +55.0•83.022-9/i6"(Equal L)te) +55.0 M65.*. -90.0 +55.0•90.0 +55.0 -80.0 t55.0'-89.3 +55.0 -78.5 +55.0-70.0 +65.0 •83.0 over 22-9/16" +55.0 -90.0 +55.0-90.0 +66.0-88.6 +55.0 50.2 +55.0 -73.2 +55.058.3 +55.0 59.7under 20.1/8"+55.0 -80.0 +55.D � 56.0 +55.0' •81.8 +55.0 j -75,7 a55.0 � 59.2 +55.0 (�2.8 +55.0 57.7 49° 20-1/8° ihtu 24-1/2° � +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +56.0 -80.0 +55.0 -84.8 +55.0 -74.2 +55.0 -85.9 +55.0 59.1 245/18" (Equal Lite) +55.0 -90.0 +55.0 -90.0 +55,0 -90.0 +55.0 •90.0 +55.0 -84.8 +55.0 R -74.2 +55.0 � 55.8 +55.0 -59.1 oter24-9/18" +55.0 �0.0 +55.0 -90.0 +b5.0 -88.0 +55.0 •81.8 +55.0 -75.7 +55.0 $9.2 +55.0 -&28 +55.0 -57.7 under 20.13/18" +65.0 -90.0 +55.0 -90.0 +55.0 53.5 +65.0 -79.1 +65.0 -74.0 +55.0 -87.3 +55.0 -61.8 +65.0 -56.8 SOS/8° 20'13/16" thru 24-11/16" � +56.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +65.0 -83.2 +55.0) •72.7 +55.0 I -84.5 +55.0 -57.8 24.3/4" (Equal Lite) +56.0 ! -90.0 +55.0 •90.0 +55.0 I -90.0 +55.0 , -80.0 +55.0 53.2 +56.0 •727 +65.0 � $4.5 +55.0 57.8 ovsr243f4" +b5.0 -90.0 +65.0 -90.0 +55.0' -83.6 +55.0 -78.1 +55.0 -74.0 +55.0 -87.3 +55.0 51.9 +65.0 58.8 under24-15/18" +55.0' -87.9 +55.0 -75.8 +55.0 55.7 +65.0 -823 +55.0 50.0 +55.0 56.5 +53.2 53.2 +qg,8 �-09.6 61" 24-15f16° thn130518° s +55.0' -87.9 +65.0 � -75.8 +55.0 � -74.1 +65.0 � -74.1 +55.0 -74.1 +55,0 I -85.6 +65.0' S/.5 +51.1 151.1 30-8l18" (Equal Lite) +65.0 -87.8 +55.0 -76.8 +55.0 -74.1 +55.0) -74.1 +66.0 -74.1 +55.0 -85.5 +55.0 57.5 +51.1 51.1 over 30.9/18" +6b.0 -87.9, +56.0 , -75.8 +55.0 -74,1 +55.0 , -74.1 +55.0 � -74.0 +55.0 , -85.5 +55.0 , 57.5 +51.1 151.1 under 253/4" +55.0 53.9 +55.0 -71.7 +55.0 52.0 +55.0 -59.8 +55.0 -67.8 +54.6 •54.5 +51.3 51.3 +48.3 -08.3 63° 25-3/4° lhru 31-5/8" s +55.0' 53.9 +55.0 -71.7 +55.0 -69.4 +55.0 58.4 +55.0 •89.4 *55.0 -84.5 +55.0 56.5 +50.2 50.2 31-9l16° (Equal Llle) +55.0 -83.8 +55.0 -71.7 +55.0 -89.4 +55.0 159.4 +55.0 159.4 +55.0 -G4.6 +55.0 56.5 +50.2) -50.2 over 31-9N8° +55.0 , -83.9 +55.0 -71.7 +55.01 59.4 +55.0 59.4 +55.0 -69.4 +55.0 -84.5 +55.0 -58.5 +50.2 4 -50.2 under 28.3/4" +55.0 56.3 +55.0 -56.3 +52.1 -521 +b1.5 51.5 +51.5 -51.5 +51.5 -51.5 +59.0 -50.0 +48.4 -08.4 73° 28.3f4" thru 38-5/8" s +55.0 58.3 +65.0' -58.3 +52.1 -62.1 +61.5 51.6 +51.5 57.5 +51.5 51.5 +61.5 -51.5 +q6.4 -0B.4 38.9l18° (Equal Lite) +55.0 ( 58.3 +65.0 � 56.3 +b2,1 i -52.1 +61.6 � 51.6 +61.6 51.5 +51.5 i •51.5 +61.5 � 51.6 +48.4 I -08.4 oLer36.9116° +b5.0 58.3 +65.0 58.3 +52.11 -52.1 +61.6 -51.5 +51.6 51.5 +51.b -51.5 +51.5 57.6 +q8,4 -08.4 under31.9/4" +55.0 •82.b +50.8 SO.B +48.3 -08.3 +q5.2, -05.2 +45.0 -06.0 +45.0 -05.0 +45.0 -05.0 +45.0, -06.0 78" 31.3/4" ttw 39" � +65.0 5 +50.6 -50.8 +48.3 -06.3 +45.2 � -05.2 +45.0 -05.0 +45.0 -05.0 +46.0 � -05,0 +45.0 -05.0 39-1/16° (Equal Lite) +55.0 S2.5 +50.8 •50.8 +48.3 118.3 +45.2' -05.2 +45.0' -05.0 +45.0 � -06.0 +45.0 -45.0 +45.0 -06.0 'Tip -to -tip dimensions for 9enge windows shown. For fin wtndov4t or buck dimensions, subtract 1°. � Owrell sash height. For clear daylight height, subtract 3.9l18". s Size range Includes the standard Pro -View (3-Doer-2 configuration) for the given Window Height. For overall sash width, subtract 2-15/16" from the buck dimension. Monolithic Glass Types A 118° Annealed B 1IB° Tempered C 3/18' Annealed D 3/18" Tempered E 1f4°Annealed F 1/4" Tempered Insulated Glass Types G 1/8" Annealed, 1!4° Airspace, 1/8°Annealed H 3/16° Amealed, 3N8° A(rspace,l/8" Annealed - I 1/8" Tempered, 114°Airspace,l/8° Tempered J 3/18" Tempered, 3/16°Airspace, 1/8" Tempered INSTALLATION DETAILS FOR FLANGE FRAMES OPTIONAL ADDON 13 INSTALLATION FLANGE. HEAD, OPTION 1 SILLSJAMBS CURVED HEADER INSTALLATION INTO WOOD •i- 2X, SEE NOTE 2, THIS SHEET. 1 A65" L VISIBLE LIGHT HEIGHT 41 2.751' 9 BUCK EXTERIOR HEIGHT I a �� 1EMBEDMENT �L 1 1 —LI/4• MAX va� SHIM MAX TYP. ANCHOR TYPE, SHIM EMBEDMENTAND EDGE DISTANCE 1 PER SUBSTRATE, SEE TABLE 5, THIS INSTALLATION SHEET. OPTION 1 STRAIGHT HEADER INSTALLATION ONTO WOOD 2X. NO ANCHORS ' REQUIRED AT HEADER. EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 5, THIS SHEET. INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. #12 STEEL 1/4•MAX.SHIM SELF -DRILLING SMS (05). SEE TABLE S, THIS SHEET USE EITHER LATCH (#29)OR INSTALLATION BOTTOM LOCK OPTION4 IP-TO TIP 32 (#11). TESTED INSTALLATION HEIGHT UNIT LOCATION: ANCHORS 6.6/8' FROM DIRECTLY INTO II 64 VENT END. METAL. VISIBLE 7 3 LIGHT HEIGHT I 34 DADE APPROVED MULLION, ALUMINUM. STEEL FRAMING OR EXTERIOR J' 11 STEEL STUD. SEE SUBSTRATE V I PROPERTIES TABLES: Anchor Group Anchor Substrate Min. Edge Distance Min. Embedment A 1/4' 410 SS CreteFlex Ungmuted CMU, (ASTM C-90) 1" 1-1/4° B #12 Steel SMS Screw (G5) P.T. Southem Pine (SG = .W 9/16" 13/B° 114" 410 SS CreteFlex Concrete (min. 3.35 ksi) 1" 1" Ungrouled CMU, (ASTM C4)0) 1.3/4" 1-1/4' C IM Steel Ultmoon P.T. Southem Pine SG = . T. I-=, Concrete (min 27 kel) 1" 13/8" Ungmuted CMU, (ASTM C-90) 1" 1-114" • MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. Numinum,8063T5min. 318" 1/8"' Steel Stud, Gr. 33 min. 318° 0.0346 (20 Ga)• A38 Steel - 318° 1/B'^ P.T. Salthem Pine (SG = .55) 1" 131B° ,TABLE 5, THIS SHEET. i NOTES 43 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2254• 31 20 2X WODD 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-02" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS BUCKSTRIP 2 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-10THICK OR GREATER. IX AND 2X BUCKS CONCRETEICMU CONCRETE/CMU _ PERANCHOR PERANCHOR REQUIREMENT REQUIREMENT TYP. ANCHOR 3 TYPE, EMSEDMENTAND 114' MAX 41 27 EDGE DISTANCE ' SHIM 12 61 10 PER SUBSTRATE, SEE TABLE 5, y THIS SHEET. V I EXTERIOR VISIBLE LIGHT WIDTH --^III �/ BUCK WIDTH TIP-TO-TIPWIDTH HORIZONTAL SECTION A -A EGRESS FORMULAS (EQUAL-LITE) WIDTH: TIP -TO -TIP WIDTH .4' HEIGHT: TIP -TO -TIP VADTHI2 - 6-06' VISIBLE LIGHT FORMULAS (EQUAL-LITE) WIDTH (BASH): TIP-TO:nP WIDTH WIDTH (FIXEDN TIP -TO -TIP WIDTH -4" HEIGHT: MP -TO -TIP HEIGHT- 7.1116')M ' (EMBEDMENT EDGE DISTANCE_ INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. SEE NOTE 2, (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE PRODUCTREVISED THIS SHEET. ENGINEER OR ARCHITECT OF RECORD. Building Cade av co yi:fg rrirh tiro odds 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO 1 t I I I I I I / A=I,"eo No 1-)0► . 2 T REFERRED TO AS DAYLIGHT OPENING) IS ``��` Cj%4 L NN 4 ��i� W"d W. Data R"Iew. E IMU Dato ZD b } MEASURED FROM BEADING TO BEADING. ` aa'�� ... '`� JJ 10/10/11 NO CHANGE OxpC v L 1/4'MAXSHIMME Q'•' F•••'•P y * ; •�...�. Rsvtssd 61" Data Rsrlsf.. Miami odo Pmdaer NOANCHORS _ No.56705 REQUIRED IN <• CONCRETE PER _ FLANGE a; •' +. .. ANCHOR =.0 ' — ® Dssadptran: Dram ✓3' FRAME SILL .'•4-. •' 9 e!� • REQUIREMENT :. �� ;� ro ro ►1 ; �, FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI .. O STA Q . •• . •• ,• F<ORIOP,. • ��'� 1070 TECHNOIDOY DRIVE nVe.- Date: N. VEMCE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 VERTICAL SECTION B-B ''�`,S�,�ON1AlLl11IE��` NOKo°i6s°%rL13az7a A LYNN'MILIER, P.E. Ssdes/diada6 Seals Shss1: Dm-Ing Ns. IM P.Ei15W05 CERT. OF AU1H. #29296 SH-200 NTS 4 OF 8 MD-SH2O0-01 A INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION WO OD, SEE NOTE 2, THIS SHEET OPTION 5 �2X EMBEDMENT CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR (SCREW) THROUGH THE FIN EDGE c 1.4165' 1 4 J J— VISIBLE LIGHT HE-IG1-H--T I 41 EXTERIOR 2.761• a BUCK HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, - SEE TABLE 6, THIS SHEET. INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET t 2X WOOD, EMBEDMENT SEE NOTE 2, THIS SHEET ((y( I EDGE 2X WOOD, SEE NOTE2, DISTANCE a THIS SHEET EDGE DISTANCE EMBEDMFSIT 1/4' MAX SHIMM II q TYP.ANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. INSTALLATION I INSTALLATION SEE TABLE 6, THIS SHEET. OPTION 6 OPTION E INSTALLATION STRAIGHT HEADER ANCHOR (SCREW) INSTALLATION ANCHOR THROUGH THE FIN (SCREW)THROUGH THE FIN INSTALLATI OPTION 7 INSTALLATIO ANCHOR (SCRI THROUGH THE #10 STEEL SELF -DRILLING SMS (GS) EXTERIOR 1Z/ V 20 ALUMINUMISTEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, 6 TABLE 6, THIS SHEET. NOTES' EDGE _ DISTANCE EDGE DISTANCE 1/4' MAX SHIM �•+-- 1/4'MIAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE r DISTANCE PER SUBSTRATE, I SEE TABLE 8, THIS SHEET. HORIZONTAL SECTION C-C MULLION SECTION DADE APPROVED MULLION, MAYBE VERTICAL OR HORIZONTAL MAX. 1/4° SHIM. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. EXTERIOR U Ij WITH FIN REMOVED TABLE 8: Anchor Substrate Min. Edge Distance Mln. Embedment 2-1/4" x .113" Box NaR P.T. Southem Pine (SG - .55) 112" - 2-7116" 2-1/2" x .131" Common Nall P.T. Southem Pine (SO = .65) 9/16° 2-7/18" 2-1/2" x .145" Roofing Nail P.T. Southem Pine (SO = .65) B/1w 2-7/16" #10 Steel SMS Screw (G5) P.T. Southem Pine (SG - .55) 3/4" 1-ww Aluminum, 6063-T5 min. 318" 1/8" Steel Stud, Or. 33 min. 3/8" 0.038 AL Sleel 1 318° 1 1/8" 1) USE ONLY SUBSTRATE I I I I MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. r 1/4°hiAX SHIM �1 / 1 ON TABLE6OFTHIROPRIATE SHEET.ORS LYNN �� Ralsed B ONTABLEBOF THIS SHEET. \�� oN'! .....,•Mq� �i�' FOLLOW EMBEDMENT AND EDGE EDGE DISTANCE LIMITS. ANY R.vis.d B —� DISTANCE INSTALLATION OPTION SHOWN ; 'k :' No. 68705 ' * 0 MAY BE USED ONANYSIDE OFTHE EDGE WINDOW. �•� DISTANCE _ ; & ay4 (r z ® Dewrpfk 10/10/11 1 NO CHANGE _ EDGE DISTANCE 2X WOOD, SEE NOTE 2, THIS SHEET EMBEDMENT _L INSTALLATION OPTION 6 INSTALLATION ANCHOR VISIBLE LIGHT FORMULAS (EQUAL-LITE) WIDTH (SASH); BUCK WIDTH - 4-1116• WIDTH (FIXED): BUCK WIDTH -3" HEIGHT: (BUCK HEIGHT- 6.1116) 12 PRODUCT REVISED` ®mmrdyta3 wish the Ftafida 13e6dfna Cado „ ,,, 11 2) 2X WOOD FRAMING OR BUCK, ;•,• c� t� /I ; W; <[/� FIN FRAME INSTALLATION DETAILS J ROSOWSKI — EMBEDMENT 1.1/2"THICK OR GREATER. 0 •, STATE OF %��'• FCORIOP.•' 107ON. �OHNOLLOL 3 DIVE Tlfle: Dab: zx wOOD, SEE NOTE z, THIs SHEET 3 VISIBLE LIGHTWIDTH ORHEIGHi G % SS """"'(G��` ` '��,,!O(1fgL P.G. BOX t52e SINGLE HUNG WINDOW INSTALLATION 05/11/11 (ALSO REFERRED TO AS DAYLIGHT BEAM �,�� NOKOMIS; FL 34274 Sarfar/e/odet Scoto: SN.E Orowtnq No. ft.r. RTICALSECTION D-D GTIS OBEASURREDFROM 0.LYNN%ItLLER,P.E P.E.d6B)QS CERT. OF Aunt. �29298 SH-200 NTS 5 OF 8 MD-SH2O0-01 A TABLET: PRODUCT REVISED Anchor Quantities Required, Flange a9 complying with The Florida 'atlding Codo Acccplartw No - Ezplwlgn DNo tfo By Miami ade Product n Q� �Ebi�O 4 O 8 W F� g0 � U Z Q tO i� VISIBLE I Z �, Z o Z )- Z LIGHT HEIGHT SASH HEIGHT I SASH HElCiIiT U - 3.9118° �� v � 8 n .O Z W N _moo Q� J �I rA�g i. Y� > d FIGURE A. SASH CROSS SECTION (WITH MONOLITHIC GLASS) oz g 0 ���\tT11t a�irrll�rl�i ,iL . 3N,`JV>�= w __ �Obp,: z c'9 N O IL . .4 i oy '''• OR HEIGHT DIMENSION SHOWN ONTHE TABLE. \� 4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. Frame Maximum whrdmv Wdih' 18.1lb" 28-112• 33" 3T 41° 45' Maximum Sash 1 ANGLED/CURVED FRAME ASSEMBLY �Ip IJY II I IF 90° CORNEF �UIFRAME ASSEMBLY 1 WEEP NOTCH@ EACH END 1B' ANNEALED OR TEMPERED GLASS 3/8' NOM. GLASS BITE 50 61 MITER WI. WELOSAT SCREW BOSSES ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS EALED OR TEMPERED GLASS 41 II 3/8" NOM. III GLASSBITE II: 1' WEEP NOTCH @ EACH END 90° CORNER' FRAME ASSEM SCREW BOSSES ASSEMBLY DETAILS FOR FIN FRAME CORNERS 1/4'ANNEALED OR TEMPERED GLASS 42411F 3/6'NOM GLASS SITE 1/8" GLAZING DETAIL 3/16" GLAZING DETAIL 1/4" GLAZING DETAIL GLASS TYPES A 8 B GLASS TYPES C 8: D - GLASS TYPES E 8 F ANGLED/CURVED FRAME ASSEMBLY FRAME SPARAR ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL PRODUCE REVISED "mmpiyttB dth SmWoddo BuildiuSCodo i Aeupt&nce No Expimtim'D+u0 BY Miumi 0Product o q & 0 t' J z N o Z Cn U- U CD Z � O O Z m Z WZ Up C9 � Q Z c W = o N U c 1YP MOM. 1PP NOM. GLASS STACK GLASS STACK IIIWANNEALEDOR 1/4'AIRSPACE 3/16'ANNEALED OR 3/16"AIRSPACE TEMPERED GLASS 11S'ANNEALEDOR TEMPEREDGLASS 1W ANNEALED OR b s TEMPERED GLASS TEMPERED GLASS y� 43 j 63 43 84 € tJ 8-1 5 U 31W NOM. 318' NOM. I a GLASS BRE I GLASS BITE I o f 38 36 u 33 32 �tuulrry 0 o Z$ 1/2" I.G. GLAZING DETAIL 1/2" I.G. GLAZING DETAIL GLASS TYPES G 6 I GLASS TYPES H 8 J y';' J Item # PGT Dwg. # PGT Part# Description 1 2703E 82703EW Flange Frame Head 2 2751B 62751BW Flange Frame Sill 3 2781 62781 W Flange Frame Jamb 4 2713 62713SW 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 1D 2709 62709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2765 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61228DW 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 7121UM Balance Takeout Clip 27 Varies per Size Balance 28 2711 4280OW Sash Cam, Nylon 29 1096 71096W Sweep Latch, Zinc 30 1016 7858WW #8 X.625 Ph. Fl. SMS Latch Screws 31 1267 71267N Setting Block 1/8" x 112" x 1", EPDM 32 6DURAK316 Duraseal - 3/16' 33 6DURAK14 Duraseal - 1/4" 34 Sash Bottom Lock Spring 35 Screen Cloth, Fiberglass 36 Dow Coming 899 Silicone Glazing Sealant 40 1625 616258 Glass Bead (1/8" Glass) 41 2719 62719E Glass Bead (3116" Glass) 42 1263 61263E Glass Bead (1/4" Glass) 43 1253 GVT48B Glass Bead (I.G.) 50 781PQA 98 X 1" QUAD Pn SMS 51 781PSTX #8 X 1" Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 781 LHPOA 98-15 x 1 LH Twinfast Screw Znc 53 1186 781LHPDX #8-15 x 1 LH Twinfast Screw Zinc (S.S.) 54 78XIPFTFUA #8 X1" Ph FI ulcut SMS 55 78X1 FPAX #8 X 1" Ph FI - Stainless Steel 60 1/8" Annealed or Tempered Glass 61 3116" Annealed or Tempered Glass 62 1X' Annealed or Tempered Glass 63 1/8"-1/4" Air -1/8" An. or Temp. I. G, 64 1/8"- 3116" Air - 3116" An. or Temp. I.G. �- 2.000" .062" .600" .869• .062' .662" A 1 FLANGE FRAME HEAD 6063-T6 ALUMINUM U2.058° 3.226• .DSD° .97fi' .050" t.1zs^ 1 .050" J--2.058• OINTEGRAL FIN FRAME SILL 6063-TSALUMINUM .ow 1.582" .c6r -� 1.010• 9 FIXED MEETING RAIL 6063-T6ALUMINUM 2.600" .050' .050' i00' .050, {-�- 2.056' OFLANGE FRAME SILL 6063-T6 ALUMINUM 1 .05DV .062' 2.ODD" 1 .062° .050" OINTEGRAL FIN FRAME JAMB 6083.76 ALUMINUM .062, 1.1er .050° -�{ .920' if O10 SASH SIDE RAIL 6063-TB ALUMINUM 1111111II o ••' ENSE''••. ;.0�•. Q i0 rgOFl ;.2�� sTA Io • C9�: FLOR• P' A LYNN fdRLER. P. P.1- 68706 1 '238' .062 2.000' 1 .062" J .050' 3 FLANGE FRAME JAMB 6063-T6 ALUMINUM r i 1.807' 1.2W .asz^ 082. .928° 7 SASH BOTTOM RAIL 6063-TB ALUMINUM z.0oo' .962' 1.12V oso" .082' 869^ .0or I1 .0-r - t- OINTEGRAL FIN FRAME HEAD 6063-T5 ALUMINUM .062" j.Boor r- OSASH TOP RAIL 6063-TB ALUMINUM e I fTy L.-j- .e26° 874' 1 .0 i [A1.157^ --4 SASH BOTTOM LOCK RAIL SASH STOP 11 6063•TBALUMINUM 12 6963-T5ALUMINUM Raked Sr. Dote: Revteto u JJ 10/10/11 NO CHANGE Revised By: Sate: Re dw: ® De"'iatlow BOM & PART DETAILS 1-1 tier O50' T� .oso• 1 ADDONFLANGE 13 606346 ALUMINUM PRODUCT REVISED as compt7lag with Bm Florida DundiaBCode -Q13° AccepI.No E-onDale 16 By N ado Product J 1070 TECHNOLOGY DRNE TN.' -- N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P.O. Box 1529 NOKOMIS; FL 34274 sedee/Modek scale: Saes • OmrMg No. RerA. CERT. OF AUTH. y2e296 SH-200 NTS 80178 MD-SH2O0-01 nber design values are in accordance-�_,.,,h ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 71219 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. mp L 33610-4115 Customer Info: Atlantic Construction & Roofing Project Name: Ashenback Shed ocs Lot/Block: Subdivision: Address: 5140 Slash Pine Trail City: Ft. Pierce State: FI Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 Wind Speed: 160 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date 1 IT4886210 I A 6/14/013 12 I T4886211 I GEA 1 6/14/013 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2015. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. o, QU I N %.00 . No 681 2 � r :-o rc. STATE OF : 4J--* ,fti ;ONA' E����• FL Cert. 6634 June 14,2013 Velez, Joaquin 1 of 1 Job Truss Truss Ty city Ply T488621C 71219 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jun 14 OB:46:52 2013 Page 1 ID:IVpM_aiSN 107Mouobgbs6dz7K6e-4SAwSxsAfuaO7?UOmXh_NceoOj PpOM2cFe6fTVz6R .1 -,-0-0 6-5-13 10-0-0 13-6.3 20-0-0 , 21-0-0 6-5-13 3-6-3 3-6 3 6-5-13 1-0-0 Scale = 1:36.0 4x4 = 4 4.00 F12 2x3 � 2x3 i 3 5 w 2 6 7 I , 0 9 B 3x5 3x8 = 3x6 = 3x5 = 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets X 2:0-2-8 Ede 6:0-2-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates In 1.25 TC 0.22 Vert(LL) -0.11 9-12 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.29 9-12 >823 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(fL) 0.04 6 n/a Na BCDL 10.0 Code FBC2010/rP12007 (Matra-M) Weight: 81 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=686/0-3-8 (min. 0-1-8), 6=686/0-3-8 (min. 0-1-8) Max Horz2=83(LC 7) Max Uplift2— 576(LC 8), 6=-576(LC 8) Max Gmv2=796(LC 2), 6=796(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1465/1023, 3-4-1141l779, 4-5=-1141/779, 5-6=-1465/1023 BOT CHORD 2-9-854/1449, 8-9=-854/1346, 6-8= 854/1449 WEBS 4-9=-330/544, 5-9-360/382, 3-9— 360/382 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=20ft; L=20ft; eave=4ft; Cat. II; Exp ,'`� C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip D0�1.60 ��0 U' V � 0 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , �i 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit Q ' ° �\ G E N S� °• '�� between the bottom chord and any other members. ��� ; 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=576, 4 6=576. N( 68182 r 6) "Semi including heels" Member fixity in the design this truss. -rigid pitchbreaks end model was used analysis and of LOAD CASE(S) Standard o T F O .00•:��/: 4. N A� roe` FL Cert. 6634 June 14,2 1; © WARMNG - Verify design parameters and READ NOTES ONTEIS AND INCLUDED MITEKREFERENCE PAGE MI 7473 BEFORE USE. Design valid for use only with MiTek connectors. this design is based only upon parameters shown, and is for an individual building component. �8 Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Additional bracing the is the the building designer. For MiTek` erector. permanent of overall structure responsibility of general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/IPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. sole Information available from Taus Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southern pine (SP} lumber is specked, the design values are those effective 06/01/2019 by ALSO Tampa, FL 33610-4115 Job Truss Truss Tl city Ply J T4886211 71219 GEA GABLE 2 1 Job Reference (optional) Chambers Truss Inc., Fart Pierce FI.34982 7.350 s Sep 26 2012 MiTek Industries, Inc. Fri Jun 14 08:46:54 2013 PagE 1 ID:IVpM_aiSN 107Mouobgbs6dz7K6e-OFHgsctQBWgkNJeOtykSS 1 jA7XAMslnvjybmYOz6R . ? -1-0 0 10-0-0 20-0-0 1-ao 10-0-0 10-0-0 1-0-0 Scale = 1:36.0 4x4 = 6 4.00 F12 7 5 4 8 3 9 m 2 10 „ I ; 3x4 = 18 17 16 15 14 13 12 3x4 = 5x6 = 20-0-0 20-0-0 Plate Offsets X 14:0-3-0 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) 0.00 11 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.01 11 n/r 90 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matra) Weight: 85 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 20-0-0. (Ib) - Max Horz2= 83(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 17,13 except 2=-180(LC 8), 16=-125(LC 8), 18— 201(LC 8), 14— 125(LC 8), 12— 201(LC 8), 10= 180(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 18=287(LC 19), 12=287(LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=20ft; L=20ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable J 1 r I .r r r 11, 4,J%% End Details as applicable, or consult qualified building designer as per ANSVrPI I-2002. IO N V�.4 ��I. 4) All plates are 2x3 MT20 unless otherwise indicated. ��� PQU� s� 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. ,� • \ G E NSF • �� ��= : 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit. N 68182 •: r between the bottom chord and any other members. it 1k 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 13 except (jt=lb) 2=180,16=125,18=201,14=125,12=201,10=180. "Semi 10) -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Sj .� T O F LOAD CASE(S) Standard .0. 0 :, �,�',ss• . •N AL �►nrno� FL Cert. 6634 June 14,2 1' WARMNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED Mi'TEKREFERENCE PAGE RW 7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. �8 Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction isthe responsibillity of the Additional bracing the is the the building designer. For MiTek' erector. permanent of overall structure responsibility of general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. itSauthem Piste ISP) lumber is specified, the design values are those effective 06f431/2013 by ALSC Tampa, FL 33610.4115 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 14_3�Q' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'111, For 4 x 2 orientation, locate plates 0-14' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION HE Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if Indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 of O U a O 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved/new values with effective date of June 1, 2013 © 2012 MiTek® All Rights Reserved MM W1 0 MiTek' MiTek Engineering Reference Sheet: Mll-7473 rev. 02/26/2013 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or altemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber, 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design, 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not out or alter truss member or plate without prior approval of an engineer, 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. PLANNONG EVELO PENT .SERVM DEPARTMENT Rmidenfaal / Coffi�iili ercRial Building Permit Checklist SITE LOCAT1OfV - $I�I0 SSW �U F �r G�- 1 Qrc p �l °�S PERiVIIT. N,Uii/1�ER Other: 1'�CHNFCII�N Health Department Permit Paperwork..................................................... CD for Fire Department if Commercial or Multi -Family ............................ DEP, SFWMD or Army Corp of Engineers ............................................ Pool Barrier Affidavit........................................................................ Ground Sign Landscape Affidavit......................................................... Burn Rate for Sign Cabinets............................................................... ❑ Yes ❑ No �N/A ❑ Yes ❑ No ❑ Yes ❑ No /A ❑ Yes ❑ No A ❑ . Yes ❑ No /A ❑ Yes ❑ No N/A RV and Mobile Home Tie -Down Only ( 2 Copies) Permit Worksheet (Tie -Down Diagram) ................:................................ ❑ Yes ❑ No N/A Manufacturer Set -Up and Installation Manual .......................................... ❑ Yes ❑ No N/A Manufacturer Blocking Documents......................................................... ❑ Yes ❑ No N/A Signed Penetrometer Test ( I copy )........................................................ ❑ Yes ❑ No N/A ,. StagDetails...................................................................... ❑Yes ❑ No N/A Mobile Home Inspection Report for Relocation ....................................... ❑ Yes ❑ No N/A Copy of Title for Relocation.............................................................. ❑ Yes ❑ No N/A Class. "A" Approval from Growth Management ....................................... ❑ Yes ❑ No N/A COMMENTS Name (Printed Page 2 of 2 Date • PLAW i ' & DEVELOPMENT SE ,CES DEPARTMENT SIYE' LOCAYOON: 14o A-2f iP3Y�S PERi1lIIT N' 6tR YECHMICIAN. General: Application completely filled out with Notarized Signatures ......... al Yes No ❑ N/A Sub Summary list with contractors' names & county & state certification numbers.. ❑ Yes [] No [�N/A Sub Agreements with Original Signatures ............................................... ❑ Yes ❑ No eN/A owner/ Builder Affidavit.................................................................... ❑Yes ❑ No d N/A Owner / Builder Electric Affidavit......................................................... ❑Yes ❑ No dN/A Filled Land Affidavit........................................................................ ❑ Yes ❑ No En N/A GEO or Recorded Warranty Deed ........................................................ ❑ Yes ❑ No [3'N/A ❑ Yes ❑ NIA Recorded Notice of Commencement ................................... . ................ ,dNo E! N/A Utility Agreement or Payment Receipt ................................................... ❑ Yes ❑ No [Yes ❑ No ❑ N/A P •t.......:........................... Vegetation Remov ermi ............................... Non Conforming Lot of Record........................................................... Plans, Calculations & Attachments (3 copies commercial 2 copies residential) Complete set of plans with Engineer / Architect Raised Seal ............... • . • . • Truss Plans Reviewed and Approved by Engineer / Architect ...................... Landscaping and Parking Plans............................................................ Three (3) copies of Approved Site Plans ................................................ Two (2) Sealed Surveys or Plot Plans with Dimensions, Finished Floor........ Elevationand Setbacks........................................................................ Health Department Approval Stamped on Survey and Floor Plan ................ ❑ Yes ❑ No Ea"N/A C1 YYes 0 No ❑ N/A ❑ Yes [�No ❑ N/A ❑ Yes [] No [] N/A ['Yes ❑ No ❑ N/A [Yes ❑ No ❑ N/A [(Yes ❑ No ❑ N/A ❑ Yes ❑ No EYN/A Health Department Food Establishment Permit Stamp on Floor Plan ............ ❑ Yes ❑ No Manual "J" or Manual 'W' Calculations ................................................ ❑ Yes 0 No Signed Energy Calculations............................................................. ❑ Yes ❑ No Sealed Wind Load Compliance Certification ........................................... Yes ❑ No Product Review Affidavit................................................................... [yJ Yes ❑ No Page I of 2 C;dN/A �/A EYN/A ❑ N/A ❑ N/A I OFFICE USE ONLY: ++ DATE FILED: 1 � . IL REVISION FEE: taL 6Z,71 PERMIT # �3OS RECEIPT # 2, DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. 4. CONTRACTOR INFORMATION: r STATE of FL REG./CERT. #: C?k'(2 BUSINESS NAME: QUALIFIERS NAME: ADDRESS: - ENO �' S CITY: - ter Le PHONE (DAYTIME): '),id'af OWNERBUILDEI INFORMATION: NAME: . 1� ADDRESS: S= CITY: ar, ver0-e PHONE: ARCHITECT/ENGINVIR I FORMAT (CN: LiCIE COUNTY CERT. #: ZIP: 3 �►s`( STATE: FAX: 772-Z��U Z STATE: t-' ZIP: FAX: 2 6 Lr- o3o 2. NAME: ADDRESS: STATE: CITY: PHONE (DAYTIME): SLCCC: 9123/0 ofkaa � '�� � / Revised04/26/2010 ST, LUCIE COUNTY BUILDING DIVISION FOR COMP NCE REEWED BY , DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE FAX: ZIP: File Copy Florida Product Approval. HardiePlank° Lap Siding • For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 07- 0418.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2298-11 or RIO-2300-11. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. File Copy HardiePlank®" >E Lap Siding r• _ �$ JamesHardie V�r EFFECTIVE NOVEMBER 2010 for the most recent version. SHINGLE PLANK }: --:_K ,, ..iT;i}k.Stv L,I }l�'G OJ:rn . ''Aw- �{fi irs Gi�l:T 1�..I ,. r #. € }<r - ff rlPx€' `e 1.e c`E : M1a:-` l -7 - t PtP.` +':{S'.F.,E.-. ,....( .�..�,i�Sif..tS.�la.,, .. ,-_ .,.�.,.L._ .r:,.eli-.��I;. ..�.�.., .:,.:;1,9ct2L<ty,uds F�;.{(s�L.�l.,. _. ...� �,:r-.rti� i(..u'..t>;z0 .�_ ,. r:' ,` cS' g.,, r it r iR # f-s.,=_w'�.-,3�s .i�ti,�?irftit... -.t �>�„-.Sa;?f..4lbttriTtc�l,:..iil.��ISc}... s4�tt.t.,,:.'a>>Yiri}tltt...f�z�''�i:s:.�f-t'.�s4z`,. ?!..i,cN: J.l',. i}4it ::J { Ili _'if' L { li i " 0.7tit .i4 31'} •t '.:. q-t.`=tSte _,T?—:%J3'" i.{ ��'-[` #J -O G,.izt.,�a--i-=- _.., ....0 T'Ho .'C""IIn._t. vtir�, !t c,si ... .t.. a.>h-. i.. t.s :, i`i.. _._._ ,_ i TO ;Oik,5 LOC., 11 1 JV #>V,.l:iir?I-,P,rrLOR .:F ._ 1 u66 ..<t 0IE Store flat and keep dry and OUro00RS INDOORS covered prior to installation. Installing 1. Position cutting station so that wind will blow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic), and others in working area. 2. Position cutting station in well -ventilated area siding wet or saturated may result in 2. Use one of the following methods: shrinkage at butt joints. Carry -planks . a. Best: 1. Score and snap ki. Shears (manual, electric or pneumatic) - NEVER use a power saw Indoors on edge. Protect edges and comers b. Better. I. Dust reducing circular"saw equipped with a NEVER use a circular saw blade that does not carry the HardeBlade saw blade trademark from breakage. James Hardie Is not HardleBlade® saw blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum responsible for c. Good: I. Dust reducing circular saw with a HarcRoBlade saw blade res p (only use for low to moderate cutting) damage caused by improper Important Note: For maximum protection (lowest respirable dust production), James Hardieends recommalways using 'Best" -level rxrtting methods where feasible. storage and NIOSH-approved resprmtors ran be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure irdor atioh's available at wwwjamesharde.con to help you determine the most appropriate cutting method for youujob requirements.9 concern still exists about exposure levels or you handling of the producL do not comply with the above Woes, you should always conhft a qualified industrial hygienist or contact James Hardie for further information. i"; w". �,.�`::.: '.. � f-_mot,€t• �,s�?���•: • HardiePlankl lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. Irregularities in framing and sheathing can mirror through the finished application. • HardiePlank® lap siding can also be installed over foam insulation/sheathing up to 1 " thick. When using foam insulation/sheathing, avoid over -driving nails (fasteners), which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 3,4,5,6,7,8,&9 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building Figure 1 Double Wall single Wall codes - typically a minimum of 6" in the first 10'. construction construction • Do not use HardiePlank lap siding in fascia or trip applications. wafer-resistle barrier let -in bracing • Do not install James Hardie products, such that they may remain in contact with standing water. SB 24' o.c. max. n athing • HardiePlank lap siding may be installed on flat vertical wall applications only. O • For larger projects, including commercial and mufti -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of.the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardie.com. • DO NOT use stain on James Hardie® products. IFALULAI_ '" JOINT TREATMENT' (Required forColorPlusO Finish, Recommended for Primed product) James Hardie does not recommend the use of caulk at field buff joints. Figure 2 water -resistive barrier install pplanks in - moderate contact Install factory finished edges 'together at butt joints. 'For otherjoinfing options, refer to local building code or NER 405 ."As required by local building code "'Apply caulk in accordance with caulk manufacturers written application instructions. water -resistive o barrier oiler r fastener Install a 11/4' starter strip to ensure a consistent plank angle leave appropriate gap between r For additional information on HardieWrap® Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com pjanxs and sun, men caaix WARNING: AVOID BREATHING SILICA DUST James Hardie® products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called sgicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (f1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardieBlade saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3I warn others in the immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1$00-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. HSO920-P1/4 10/10 ate v O F ;;r , t,_„r = At the juncture of the roof and vertical _ _, Install siding and trim products in compliance Maintain a 1 " 2" clearance between surfaces, flashing and counterflashin shall 9 g with local building code requirements for James Hardie products and decking be installed per the roofing manufacturer's clearance between the bottom edge of the Maintain a 1" - 2" clearance material. instructions. Provide a 1" - 2" clearance siding and the adjacent finished grade. between James Hardie' Figure 5 between the roofing and the bottom edge of products and paths, steps the siding and trim. Figure 3 g stud t and driveways. siding water, resistive --- Fiaure 6 w r rests e barrier Figure 4 IP conc`irete foundation I HariePladnk® If min. lap siding Maintain a 1/4" clearance Maintain a minimum 1" gap between the bottom of James between gutter end caps and Hardie products and horizontal siding & trim. flashing. Do not caulk gap. Figure 8 Figure 7 14�gap F and end deck material Figure -2" L1. T .� I KIG Stepflazhing ; ; Because of the volumeofwater that can pour down menna�g�l a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. i �as bane The roof must be flashed with step flashing. Where flashing. the roof terminates, install a kickoutto deflect water away from the siding. (Usexap one It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Rickout Flashing* To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. U AM Blind Nailing is the preferred method of installation for all HardiePlanV lap siding products BLIND NAILING Nails - Wood Framing • Siding nail (0.09" shank x 0.221 " HD x 2" long) • 11 ga. roofing nail (0.121" shank x 0.371 " HD x 1.25" long) Screws - Steel Framing • Ribbed Wafer -head or equivalent (No. 8 x 1 1 /4" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F Panelfast7 nails or equivalent (0.10" shank x 0.313" HD x 1-1 /2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7116" • 11ga. roofing nail (0.121" shank 0.371" HD x 1.75" long) • Ribbed Wafer -head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). stud 2C— water-resistive O.C. max. barrier I °I blind nail I 1 1/4" min. overlap Figure 10 FACE NAILING Nails -Wood Framing • 6d (0.113" shank x 0.267" HD x 2" long) • Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing • Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F pin or equivalent (0.10" shank x 0.25" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" • Siding nail (0.09" shank x 0.221" HD x 1-1/2" long)' Figure 11 Minimum overlap ° for Both Face and Blind Nailing P'_13/4!min. 1 1/4" overlap water resistive barrier �— 2Inaff O.C. 1/4" min. overlap — mop Laminate sheet to be removed immediately after installation of each course for ColorPlus® products. x The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jiGonline.com. When face nailing to OSB, planks must be no greater than 91/4" wide and fasteners must be 12" o.c. or less. "Also see General Fastening Requirements; and when considering alternative_fastening`,options refer to James Hardie's Technical Bulletin USTB 17 - Fastening Tips for HardiePlank® Lap Siding. HS0920-P2/4 10/10 S t t U , 4, Fasteners must be corrosion resistant, galvanized, or stainless steel. Electra -galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). -AZ Io • Consult applicable code compliance report for correct fasteners type and placement'to achieve specified design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). (fig. A) • Do not over -drive nail heads or drive nails at an angle. • If nail is countersunk, caulk nail hale and add a nail. (fig. B) • For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). • Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush FM Countersunk, Caulk & ti •;:, add nail do not under 00 NOT Figure A Figure B drive nails STAPLE _K For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie® products. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed.100% Joint Sealant complying with ASTM C834. Caulking/Sealant acrylic topcoats are recommended. Do not paint when wet. For application rates must be applied in accordance with the caulking/sealant refer to paint manufacturers specifications. Back -rolling is recommended if the manufacturer's written instructions or ASTM C1193. siding is sprayed. ; • Touch up nicks, scrapes and nail heads using the ColorPlue Technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank• lap -siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. • Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. i When repainting ColorPlus products, James Hardie recommends the fallowing regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain or oil/alkyd base paints on James Hardie® products • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods,' and application temperature 11 ,,. Y AF Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS I HARDIEPLANr LAP SIDING WIDTH SQ (1 SQ =100 sq.ft) 5114 (exposure) 4 6114 5 71/4 6 71/2 61/4 8 6 3/4 81/4 7 9114 8 91/2 81/4 12 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 17l 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 28B 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage,chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility fiorover or'uhder. ordering of product. RECOGNITION: In accordance with IMES Legacy Report NER-005, HardiePlank-lap siding is recognized as a suitable alternate to that specified in: the BOCA National Building Codell999; the 1997 Standard Building Code, the 1997 Un'rforn Building Code, the 1998 Intemationalbne- and Taro -Family Dwelling Code, the 2003International Building Cade, and the 2003 International Residential Code for One -and Two - Family Dwelfings. HardiePlank lap siding is also recognized for application in the following: City of LosAngeles Research Report No. 2486Z State of Florida listing FL#889, Dade County, Florida NOA No. 02-0729.02, U.S. Dept of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EG-23, City of New York MFA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. HS0920-P3/4 10/10 02010 James Hardie Technology Limited. All rights reserved. TM, SM, and © denote trademarks or registered trademarks of James Hardie Technology Lamted is a registered trademark of James Hardie Technology Limited. Panelfast is a registered trademark of ET&F Fastening Systems, Inc Additional Installation Information, Warranties, and Warnings are available at www.jameshardie.com y >o File (Copy t4 r , . JamesHardie HS0920-P4/4 10/10 MMIDADE BUILDING CODE COMPLIANCE OFFICE. (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) James Hardie Building Product, Inc. 10901 Ehn Avenue Fontana, CA 92337 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 AHD may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: Hardiplank, Cemplank, Hardipanel, Cempanel, Hardisoffit and Cemsoffitt APPROVAL DOCUMENT: Drawing No..BPNL-8X, HPLK-4X8 & HSOFFIT-8X, titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", sheets I'through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04/02/04, bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. e RY i NOA No 07-0418.04 Y Expiration Date: May 01, 2012 Approval Date: May 31, 2007 Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING (submitted under NOA No. 02-0729.02) 1. Drawing prepared by James Hardie Building Products, Inc. titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", drawing No HPNL-8X, HPLK-4X8 & HSOFFIT-8X, dated 04/02/04, with no revisions, signed and sealed by R. L. Ogawa; PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test . Date Signature 1. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves PE. 2. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PE. C QUALITY ASSURANCE 1. Building Code Compliance Office. D MATERIAL CERTIFICATION (submitted under NOA No. 02-0729.02) 1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratories on 05/09/9.5 signed by D. K. Tucker., PE. 2 Evaluation. Report NER-405 issued by National Evaluation Service, Inc. on 01/01193, with no signature. E STATEMENT (submitted under NOA No. 02-0729.02) 1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16199, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04/17/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/18/02. E OTHERS 1. No change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, signed and sealed by Chad Diercks, Technical Services Manger. 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated April,3, 2007, signed and sealed by Ronald I.Ogawa, P.E. Carlos M. Utrera, P.E. oduct Control Examiner NOA No 07-0418.04 Expiration Date: May 01, 2012 Approval Date: May 31, 2007 E-1 WALL LENGTH B II II II II II WLL II I II II II II II II II II II I I II II II II II HEIGHT II II II II II II II II II II II I II I� II II II II II II II STUDS 16' O.C. DETAIL A ; HARDIPANEL & CEMPANEL SIDING -INSTALLATION DETAILS The panels are applied vertically, avoiding horizontal ,Joints, over 5/8' (5 ply) APA rated plywood supported by a minimum of 2'x4' wood studs or 20 ga, x 3 5/8' x 1 3/8' steel studs spaced a maximum of 16' o,c, When Installed on Wood studs panels shall be fastened with 6d x 2' ion alvanized box nails) on steel studs It shall be as ene With 98 x 1 5/8' x 0,315' corrosion resistance H,D, ribbed bu le screws, e STUDS (METAL _ as eners s a e p ace o,c. aroundthe er meter of OR WOOD) the panel and Intermediate studs, driven 'throughe plywood sheathing Into e s u s._AU_ Jofnts shall be over studs. Malls and screws shall have a minimum edge distance of 3/8' and a minimum clearance of 2' from the corners, 5/8' PLYWOOD SHEATHING SHALL BE ATTACHED TO THE STUDS IN ACCORDANCE TO FLORIDA BUILDING CODE, WITH ANOTHER SET OF NAILS OR SCREWS AS UNDERLINED ABOVE, DETAIL A DESCRIPTION ' Hardlpanel & Cempanel siding material Is a non asbestos fiber cement product tested In accordance with ASTM C-1185 and r meeting the requirements of the �; ) Florida Building Code, !; , PANEL DIMENSIONS Width _ Length Thickness 48' 819,10, 5/16' DESIGN PRESSURE RATING Installation Design Pressure-,,, Wood frame -76 PSF Metal frame -104 PSF 1i.. NOTES 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE OF ACCEPTANCE, THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS, AND THE APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, 2) STUDS OF METAL OR WOOD WHERE HARDIPANEL & CEMPANEL WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT -PER THE F,B,C, AND THE REQUIREMENTS OF THIS NZA, SECTION B—B ' ASTENER PRO..^.UL"t'f:3hF.WEb �' r rSa ibe Flcrldo AS:ar ; r r.1cY1 CunlrM �)Yul HARDIPANEL & CEMPANEL SIDING WATERPROOFING PER 2r2T.6'ZJ OF F.B.C, /8' PLYWOOD HEATHING 5R:4U.; iit.1': 0 4 4'io4Gdb I' WALL HEIGHT WALL LENGTH B II II II II II II II II II II II II II II II II II II II II B STUDS 16' O.C. DETAIL A HARDIPLANK & CEMPLANK SIDING INSTALLATION DETAILS The planks are applied horizontal)( commencing from the bottom course of a Wall with 1 1/4' wide laps at top of the plank, The optional PVC cover molding 1 5/8' wide Is applied to the bottom Plate under the bottom plank course. The vertical ,Joints must be over framing members. Optional PVC butt ,Joints Inserts are used for on -stud ,Jointing. The planks are to be Installed over 5/8' (5 ply) APA rated plywood supported_ by a minimum of 2'x4' wood studs or 20 ga, x 3 5/8' x 1 3/8' steel studs spaced a STUDS (METAL maximum of 16' o.c. The siding shall be fastened through over OR WOOD) lapping planks with 8d x 2 1/2' to alvanlzed cobox s nails over wood studs or with #8 x 2 1 on x o, rroon reslstance H,D, ribbed bu le screws oversee sus, a as eners s a e placed In the over -Fop —ping area 58' ' c, verticnll and 16' o,c. horizontal) Into the studs throng a 5/8' p ywood sheathing. -A as nnce of 3/4' from the edges shall always be observed. 5/8' PLYWOOD SHEATHING SHALL BE ATTACHED TO THE STUDS IN ACCORDANCE TO FLORIDA BUILDING CODE, WITH ANOTHER SET OF NAILS OR SCREWS AS UNDERLINED ABOVE. DETAIL DESCRIPTION Hardiplank & Cemplank siding material Is a non asbestos fiber cement product tested. In accordance with ASTM C-1185 and meeting the requirements of the Florida Building Code. PLANK DIMENSIONS Width Length Thickness 59 1/2, 12 8 14' 5/16' DESIGN PRESSURE RATING Installation Design Pressure Wood frame -92 PSF 1;..•' Metal frame -92 PSF ; NOTES 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE -OF ACCEPTANCE, THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS, AND THE APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, 2) STUDS OF METAL OR WOOD WHERE HARDIPLANK & CEMPLANK WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE F,B,C. AND THE REQUIREMENTS OF THIS N.O.A. SECTION B—B PR0ODGTREN6FiW •v wt*d>'ag cAth IAr FIRM Rt,l•ets:::::•: e Ac:ri •�xc:fs_� D 6.OQ 5/8' PLYWOOD SHEATHING R, WATERPROOFING pig n - mluncm�rol PER 2'IZI.6.Z'l OF F.B.C. _NAIL OR SCREW HARDIPLANK & CEMPLANK SIDING PPODUC < RUINED .� r:c;?i; 7•;: tn:h tits'r'7mi:V -072 .02 5 tAivai O�FrmtaetCae6ai Olv�loq SOFFIT WIDTH SOFFIT LENTGH Co., i u n u u ii i B I— TRUSSES 16' O.C. DETAIL A TRUSSES (METAL HARDISOFFIT & CEMSOFFIT PANEL INSTALLATION DETAILS OR WOOD) The soffit panels are to be Installed over minimum 2'x4' wood ,Joists or 20 ga, x 3 5/8' x 1 3/8' steel Joists spaced a maximum of 16' o,c, When Installed on wood ,Joists Hardisofflt shall be fastened with 6d x 2' long galvanized box nails) on steel studs it shall be fastened with #8 x 1 1/4' x 0,315' corrosion resistance H,D, ribbed bugle screws, The fasteners shall be placed 4' o,c, around the perimeter of the panel and Intermediate studs, Nails and screws shall have a minimum edge HARDISOFFIT distance of 3/8' and a minimum clearance of 2' from corners. & CEMSOFFIT PANEL FASTENER DETAIL A SECTION B-B DESCRIPTION Hardisofflt & Cemsofflt panels material Is a non asbestos fiber cement product tested In accordance with ASTM C-1185 and meeting the requirements of the Florida Building Code, SOFFIT DIMENSIONS Width Length Thickness pp •'+` <48' 8,9,10' 1/4' & 5/16' �'.I `• \(: `+ DESIGN PRESSURE RATING t� t Installation Design Pressure Wood frame 153 PSF Metal frame 153 PSF NOTES 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE OF ACCEPTANCE, THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS, AND THE APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE. 2) TRUSS OF METAL OR WOOD WHERE HARDISOFFIT & CEMSOFFIT WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE F,B.C, AND THE REQUIREMENTS OF THIS N.O.A. PftI1DDlR RF.lt a. rcegd.7p n4kh the FYaAL D Mb ( ade Amdurt Coahal eE� ^A.'Vt JAMES HAROIE 10901 ELM AVENUE ❑ BUILDING PRODUCTS - USA FONTANACA 909-356 30 92337 RESEARCH k OEvEiAPMDIf Ofi1lfER FAX- 909-427-0634 This drawing and the copyright therein are the DAIE: 04/02/2004 property of the above company and accordingly the drawing must not be copied or reproduced pRG .: HSOFFIT-8X In any material form whatsoever. ISHEEr ND.i 3/3 TI"" HARDISOFFIT® & CEMSOFFIT® "'U' NTS • _ Planning & Development Services Department Building & Regulations Division _ i Product Review Affidavit Q Building Permit # Owners Name Aeo {3QC--{� Applicant: Product opening Design Pressures Product Rated Desi n,P�reesssure Manufacturer Model Number Product Approval Number Glass T Method of Attachment Windows SE� . '�•�^ p�r�/• C •�-%►,1 • �i�"�ii0 1111 O Ptb - 10 8 H 1 3 �`t Mti4• ° 1S Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swin Type Doors French Doors Gar a Doors 5 'F�� 3 �/ w a 7704er 1=1Zt�l •14 a �4 X .75rr £MtSEI� l.aC� `ew@ Hurricane Protection Root Ventilation — (' S, ''' 0 . � 5 s `' s 5� C QtM� 6,'- "q0.(i N A DErd�l L- 4> W TLAN Roofing Material .I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. H P.E. Name: PAUL WELCH Signature: _ Design prof: PAUL WELCH P.E. Cert. No. 29945 Date: MAY 2 12013