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HomeMy WebLinkAbout2407 Decottes Ave 17-81; SHED7_,01$E!19 P!507 CITY OF SANFORD it BUILDING & FIRE PREVENTION BAN 2017 PERMIT APPLICATION Application Not / 7- S Docum Construction Value: $ ?&WqD' /a Job Address: a? yO Dee0 .S Auc Historic District: Yes No Parcel ID: 3)-19 ^ f - 5 /QLI - / 5DD - qc-) /0 Residential EK Commercial Type of Work: New N Addition Alteration Repair / Demo Change of Use Move Description of Work: / me / a 4nhuae, ah?4j (.. g o ,c - 2S EzAal Plan Review Contact Person: 5Co# E0 _r I -- Permif l)4 LLC Title: 4 Phone: L o7) - a%F'ax:l'hQ) 97b' &a AMY y M / ] Property /O/-7wnerInformation , / G Name GC.(.(J inn, SS•D%ineCGa T Phone: ja" / 70 Street: Iks_ AVE Resident of property? City, State Zip:zb. I" 3a77 I Contractor Information Name Tom Saurey (Tuff Shed. Inc.) Phone: (407) 985-2990 Street: 8524 E Colonial Dr. City, State Zip: Orlando, FL 32817 Fax: (360) 998-3228 State License No.: CBC1253645 Architect/Engineer Information 2 Q Name: i Ca Ir.( t I I6s Z#-- Phone: J 7 53 - UU 33 0o 98- 3 asStreet: c5 Fax: I City, St, Zip: O( a E-mail: nqqC_W0& It Bonding Company: Address Mortgage Lender: Address: WARNING 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: V11 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application U S _Q0 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be r found in the public records of this,county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to cal&jlate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value. credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cRnstru¢tion and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID TOM Print Contractor/Agent's Name i21 1 b Date f (IL (6.G tgnature of Notary -State of Aewde• Date S:r 0r CO ORADO No`enr ID 2015,037891 llv Comrnission Expires C3iQ1?-019 , Eontractor/Agent-ts- -- • •Personally Known to Me w- BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes, No # of Heads 30^ APPROVALS ZONING: 5 UTILITIES: I ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SF- i-12 -l"l Ok to install 10 x 10.(100 square foot) shed as shown on plan. Meets area and dimension regulations for the SR-1 zoning district. Shed must be a minimum of 10 feet from the side property line. Shed must be a minimum of 4 feet from the rear property line. Revised: June 30. 2015 Permit Application REQUIRED INSPECTION SEQUENCE RP# / i . R / BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: 12 ELECTRICAL PERMIT Min I Max 7 ; Inspection Description Electric Underground- Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final PLUMBING) Min GAS PERMIT Max Inspection Description Gas Underground Gas Rough Gas Final REVISED: June 2014 TUFFSHED* Sales Consultant: _ _M LE: \/r N E Customer Name: BUILDER'S HELPS so #: /y W WZ z iF_ BO/5-som ,,gL T RANCH MODEL: INSTALL DATE: G A Ib, iQ SIpE H I SIOE B B i OVERHEAD VIEW srpE E S10t X/i0 Base Paint S S70/E Options (List): / t-%tHlte G Acc V,E,Vr Trim Paint: n:- 1PC 4,rr 6dm C Accent Paint(AP): s54 S7y.AJE AP Location: Shingle: _8&A&yl4joo 17i 1Cy+fi,yt DripNent Color:--/!> E Initials Customer or responsible individual will be at site at time of delivery?...........................................................................&ANO fS Is site clean and level? (Customer understands a leveling fee may apply if site is more than 4"out of level.) .....::................................... E NOIsthere18" clearance around all 4 sides of the building? Is there clear access to the building site?....................................................................................................................... NO Is there a 110-volt/20 AMP power outlet within 100 ?................................................................... ... 0 &— Customer understands building permits, fees and all related cost of site readiness are customer's responsibility?......(!D NO EB_ Customer has been presented the "What to Expect" document?.................................................................................ISR NO 1 Customer understands that changes, cancellations or postponement will result in restocking/rescheduling fee? ...... (9 NO Isthis a NO FLOOR option?............................................................................................................................................. YES®P Does the Customer plan to insulate this building?.......................................................................................................... YES OAK How close to the build site can we park our vehicle?...................................................................................................... eft. Special Instructions: t SaOD r 9' y CUSTOMER nature: APP AL: , Sig _ __/ Date: 0Fc U/6 SEAdINOLE COUNTY lViULTI IURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 5/16/2016 I hereby name and appoint: an agent of: Tuff Shed, Inc. Name of Company) to be my lawful attorney-in-factlto act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): i All permits and applications submitted by this contractor. Or The specific permit and application for work located at: Street Address) Expiration Date for This Limited;Power of Attorney: 5/9/17 License Holder Name: Tom Sau State License Number: CBC1253645 Signature of License Holder: COLORADO STATE OF Pt6RQA COUNTY OF DENVER The foregoing instrument was acknowledged before me this 16th day of MAY 2016 by Tom Saurey who is K personally known to me ez who did -(did not) take,an oath. Signature of Notary I ISMAEL VALDEZ NOTARY PUBLIC', STATE OF COLORADO Notary ID 20154037801 My Commission Expires 0912812019 Ismael Valdez Print or type Notary name Notary Public - State of Colorado Commission No. 20154037801 My Commission Expires: 09/23/2019 i 121-01 hi l Fi411a Ii0(I Rion 9filli B' 611661 THIS INSTRr%,MEN7'PREPARED BY: Name: Tuff'Shed• Address: 8524 E Colonial Drive, Orlando, FL 32817 NOTICE OF COMMENCEMENT Permit Number: ParceflD Number: 31-19-31-524-1500-0010 GRANT MALOY? SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COVIPTROLI_ER BK 834.0 F's 4-2 (11`os ) CLERK'S A 2017002404 RECORDED 1j1/09/2017 01:36:24 1`I1 RECORDING FEES , 10.00 RECORDED BY hdevor-a The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Single Family Residence 2407 Decottes Ave, Sanford FL 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: 10 x 10 storage shed 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Pauline Boissonneault 2407 Decottes Ave Sanford, FL 32771 Interest in property: Owner Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Tuff Shed Inc, License # CBC 1253645 Phone Number: 407-282-2444 Address: 8524 E Colonial Drive, Orlando, FL 32817 5. SURETY (If applicable, a copy of the payment bond Is attached): Name. N/A Address: Amount of Bond: 6. LENDER: Name: Phone Number. Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: N/A Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration is 1 year from 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or Lessee, or owners or Lessee's Authorized Ofricer/Dirsctor/Partner/Manager) l t? .9011r-5G1'1/7-2aaj-f - Print Name and Provide Signatorye TIDefORce) State of f'fYV rlOr Countyof no . Dbh t-r., The foregoing Instrument was acknowledged before me this day of '• V 6 20 M F), 2-i C 4D Pt U LACY.— ' i SG1 Ll q l5SC>r)r Who Is personally known to me O ORby Name of person making statement t who has produced Identification &type of identification produced: l r}' t r '.............. i n G CEi;TIFICD Copy - GRANT MA-OY . ,:,, CLER!COi TH%CIRCU!rCrJ'J?i ..__,;_-y—, IotAryS)gnatufe .,.•l AN 1 I.LER ,;e':,' t ;% rl., j_=1G We!`-0-Ft' iLr SEN:',IC)L 'J y LORi:. .: '•'•:. ;z. NOTES: 1. BUILDING CODE: FLORIDA BUILDING CODE, 5th EDITION (2014) BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ) 2. DESIGN LOADING: WIND SPEED (T1609.3.1): Vwt = 155 VaSd = 120 EXPOSURE: C ROOF LIVE LOAD: 20 PSF ROOF DEAD LOAD: 10 PSF FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3) IMPORTANCE FACTOR: (6): 1_0 RISK CATEGORY: I COMPONENT AND CLADDING: ROOF: 31 PSF (ZONE 1) WIND PRESSURE (psq (ASD VALUES) 67 PSF (ZONE 2, 3) BASED ON 10 SQ FT) WALL: 34 PSF (ZONE 4) 42 PSF (ZONE 5) INTERNAL WIND PRESSURE COEFFICIENT: +0.18 ENCLOSED BUILDING) -0.18 FLORIDA BUILDING APPROVAL NUMBERS- 1. WINDOWS BY CROFT LLC - FLORIDA BUILDING APPROVAL FL15585-R2. 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6. 3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL FL10674-R10. 4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. - FLORIDA BUILDING APPROVAL #FL17206.2. 5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - FLORIDA BUILDING APPROVAL #FL5218-R2. 6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS - FLORIDA BUILDING APPROVAL #FL17667. 7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)- FLORIDA BUILDING APPROVAL #FL17588.1. UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG SR600, TR700, PR OVERHANG OPTIONS w J 214 zo REFER TO THE TRUSS DESIGN FOR LUMBER SIZE, TRUSS SPACING AND PLATE SIZE COLLAR TIE REQUIRED ONLY AT 12' WIDE SHEDS, SEE TRUSS CALCULATIONS 12 FLORIDA APPROVED OWENS CORNING OAKRIDGE 30 YEAR 14 SHINGLES - FL10674-R10 OR- FLORIDA APPROVED THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - FL5218-R2 SEE THE TRUSS CONNECTION DETAIL - DETAIL 2 SEE SHEET 3 FOR STEEL FLOOR WITH ANCHOR DETAIL OR FOUNDATION DETAIL UP TO 12' WIDE OBUILDING SECTION SCALE: N T S. REVIEWED FOR CODE COMPUANCE HEADER NAILING: _ HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER PLANS EXAMINER 16d @ 16" STAGGERED FACE NAIL DATE NAILING: REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. MAX WALL HEIGHT FOR EACH SHED: SR600 - 5-8 1 /4" (68 1 /4") TR700 - 6-8 1 /4" (80 1 /4") PR - 6'4 1/2" (76 1/2") 0! plly& SANFORD 1 7 -'8 1 FPAR Order #. TUFF SHEE Customer: TUFF SHED, MFG. FACILITIES SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE iteAddress: — - Building Size:NnDTN-LENGTH -NEICNT-so.Fr. P.O. # Drawn By: PK Date: 1.2/3/14- Checked By: Date: Scale: N.T.S. DOUBLE TOP PLATE CRIPPLES (IF REQ.) HEADERS FOR OPENINGS UP TO 3'-0" USE (2) 2x4 SYP #2 2x4 WINDOW SILL FLOOR DECKING BASE PLATE FOR WINDOW OPENINGS UP TO T-0" 3 WINDOW HEADER DETAIL FOR SIDE WALLS SCALE: N.T.S. THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD WALL FRAMING TO BE 2x4 SYP #2 OR BETTER @ 16" O.C. IF BUILDING IS LOCATED IN A FLOOD ZONE THEN FLOOD VENTS AND PRESSURE TREATED STUDS ARE REQUIRED - ONE SQ INCH VENT FOR EVERY ONE SQ FT OF BUILDING RAFTER SIMPSON H2.5A PL INSIDE AT EACH F OUBLE TOP PLATE FOR OPENINGS ODOOR HE36FORSIDE' SCALE: N T S. TUFF SHED, INC. ENGINEERING DEPARTMENT RiGH.A•RD J=WI LlS=P-:E—+- -- 1777 S. HARRISON S crO3' vi DENVER,COLORAD 02( 303) 753-8833 EX 61Z N 2017 RIPPLES (IF REQ.) WALL TOP I OTRUSS TO WALL CONNECTION DETAIL SCALE: N.TS. EADERSFOR PENINGS UP TO 4'-0" JSE (2) 2x4 SYP #2 PENINGS 4' 1" TO 6-0" JSE (2) 2x6 S P #2 PENINGS 6' 1" TO 8'-0" USE (2) 2x8 P #2 NG STUD RIMMER ASE PLATE MR I No76835 1• \ STA E OF KING STUD TOE NAIL WITH (3) 6D NP,ILS, (2) ONE IDE, ( 1) OTHER IDE r— CRIPPLE STUD HEADERS FOR: J OPENINGS UP TO 6'-0" USE 2) 2x4 SYP #2 OPENINGS 6'-1" TO 8'-0" USE (2) 2X6 SYP #2 REFER TO THE DOOR DETAIL (SHEET 2) FOR THE DOOR DESIGN HEADER DETAIL FOR END WALLS SCALE. N T S. TITLE DRAWING NO. FL- PR-SR-TR-01 BUILDING SECTIONS HEADER FRAMING DETAILS REV.-LEVEL --01' SHEET FBC, 5th EDITION (2014) ilAWDATE 155C PAGE 1 OF 4 I/ 1111111110v DOOR HANDLE AND STRIKE SINGLE DOOR ASSEMBLY INSTALL DOOR HANDLE PER TOP VIEW MANUFACTURER'S SCALE: N.T.S. INSTRUCTIONS. USE #8 x 2-1/4" BOLT LATCH ON FIXED DOOR FOR — SQUARE DRIVE WOOD SCREWS. DOUBLE L)IJUK ATTACH N BOLT LATCH AT THE TOP IX D DOOR ATTAC EHE BOLTOATC D ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. ATTACH STRIKE PLATE WITH (3) 8 x 2" SQUARE DRIVE WOOD SCREWS. DBDOUBLE DOOR ASSEMBLY TOP VIEW SCALE N.T.S. I BOLT LATCH ON FIXED DOOR FOR DOUBLE DOOR WHEN THE FIXED DOOR IS CLOSED AND BOTH BOLT LATCHES ARE ENGAGED, THE TOP BOLT LATCH WILL REST AGAINST THE INSIDE EDGE OF THE HEADER, AND THE BOTTOM BOLT WILL REST IN A PRE -DRILLED HOLE IN THE FLOOR DECKING. DOOR THRESHOLD 2 DOUBLE DOOR ASSEMBLY SIDE VIEW SCALE N T.S EXTERIOR DOOSHEATHING R3/ 8 SMART SIDE NAILING REQUIREMENTS USE THESE NAILING TABLES FOR THE SR600, TR700 AND PR DRAWINGS SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS MARK MAX. MARK WALLS END SIDE COMB. MIN TOTAL WALLS END SIDE MAX. MIN TOTAL BEING WALL WALL OPENING COMBINED BEING WALL WALL COMB. COMBINED USED WIDTH LENGTH EDGE NAILING NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAF WALL NO OPENINGS ALONG THE WALL 6' 6-18' 8d NAILS @ 6" O.C. 0' 6'-18' 8' 8'-24' 8d NAILS @ 6" O.C. 0' 8'-24' 10, 10'-24' 8d NAILS @ 6" O.C. 0' 10'-24' 12' 12'-24' 8d NAILS @ 6" O.C. 0' 12'-24' MIN 2'-0" RTN WALLS ON EACH END OF WALL- MIN 2'-0" WALL SEGMENT 8' 6'-18' 8d NAILS 6" O.C. UP TO 12' 4' 8' 8'-24' 8d NAILS @ 6" O.C. UP TO 12' 4' 10, 10'-24' 8d NAILS 4" O.C. UP TO 12' 4' 12' 12'-24' l8dNAILS @ 4" O.C. UP TO 12' 4' 3/ 8" SMARTSIDE OR 3/8" SMARTSIDE WITH FOIL BACKER INTERIOR DOOR SHEATHING 7/ 16" OSB OR 7/16" OSB WITH FOIL BACKER HINGE ATTACHMENT 3NUFF SHED HINGES DOOR/ DOOR PANEL, FILL EVERY HOLE IN HINGE WITH A 8 x 2-1/4" SQUARE DRIVE WOOD SCREW. 3 HINGE ASSEMBLY FRONT VIEW SCALE. N.T S DOORS: STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS UP TO 48" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 80 1/4" ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR THE LOAD CRITERIA ON SHEET 1. ROOF SHEATHING 7/16" OSB) WIDTH LENGTH FIELD NAILING EDGE NAILING 6' 6-18' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. 8' V-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. 10, 10'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. 12' 12'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. NOTES: 1. USE 8d COMMON OR GALVANIZED BOX NAILS. TAR[ F NOTFS- NO OPENINGS ALONG THE WALL 6' 6' 8d NAILS @ 6" O.C. SEE NOTE 3 6' 8'-9' 8d NAILS @ 4" O.C. SEE NOTE 3 6' 10'-12' 8d NAILS @ 6" O.C. 0' 6' 6' 14'-18' 8d NAILS @ 4" O.C. 0' 6' 8' 8'-24' 8d NAILS @ 6" O.C. 0' 8' 10, 10'-24' 18d NAILS @ 6" O.C. 0' 10, 12' 12'-24' 8d NAILS @ 6" O.C. 0' 12' MIN 2'-0" RTN WALLS ON EACH END OF WALL- MIN 2'-0" WALL SEGMENT 6' 8d NAILS @ 6" O.C. 3' SEE NOTE 3 6' 8d NAILS @ 6" O.C. (BS) 3' 2' RE: NOTE 6 6' 14'-18' 8d NAILS @ 4" O.C. (BS) 3' 2' RE: NOTE 6 8' 8'-14' 8d NAILS 6" O.C. 3' 5' 8' 1 16'-22' 8d NAILS 4" O.C. 3' 5' 8' 24' 8d NAILS 3" O.C. 3' 5' 8' 8'-10' 8d NAILS @ 6" O.C. 4' 4' 8' 12'-16, 8d NAILS @ 4" O.C. 4' 4' 8' 18'-24' 8d NAILS @ 3" O.C. 4' 4' 10, 10'-22' 8d NAILS 6" O.C. 3' 7' 10, 24' 8d NAILS @ 4" O.C. 3' 7' 10, 10'-18' 8d NAILS @ 6" O.C. 4' 6' 10, 20'-24' 8d NAILS @ 4" O.C. 4' 6' 10, 10' 8d NAILS 6" O.C. 6' 10' 12'-18' 8d NAILS @ 4" O.C. 6' 4' 10, 20'-24' 8d NAILS @ 3" O.C. 6' 4' 12' 12'-24' 8d NAILS @ 6" O.C. 4' 8' 12' 12'-18' 6' 6' 12' 20'-24' 6' 6' 12' 12'-18' 8d NAILS 4" O.C. 8' 4' 12' 20'-24' 8' 4' 1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SMARTSIDE WITH FOIL BACKER. 2. NO SINGLE OPEN G GREATER THAN 8'-0" 3. ' 6' WIDE X 6'-9' L GTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM. THE END WALL PPOSITE OF THE OPENING MUST BE FULLY SHEATHED, IN THE 3- SIDED DIAPH GM CASES. THE END WALL WITH THE OPENING DOES NOT HAVE A MIN. RETURN ALL ON EACH SIDE OF THE OPENING. 4. USE COMMON 01 GALVANIZED BOX NAILS. 5. FIELD NAILING F 3/8" SMARTSIDE: 8d @ 12" O.C. 6. ON T SE UILD GS 6' X 10'-18' THE T DOOR IN THE END WALL WILL NEED TO BE OFF T. ER ILL BE A 2' PANEL ON ONE SIDE AND A 1' PANEL ON THE OTHER SIDE OF T D R. 7. ( BS) - D SI AT WALLS THAT NEED TO BE SHEATHED ON BOTH SIDES. W011111111//// Order #. P.O. # THESE DRAWINGS AND THE TITLE DRAWING NO. DESIGN ARE THE PROPERTY TUFF SHED, INC. Q ' NSF •S i Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT DOOR DETAILS FL- PR-SR-TR-01 TUFFSHEDDRAWINGSAREFORAo. 7 835 '_ Storage Buildings & Garages Date: 12/3/14 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. =* r NAILING REQUIREMENTS REV. LEVEL 01 SiteAddress: AND BUILT BY TUFF SHED. TUFF - SHED, MFG. FACILITIES — Checked By: — ANY OTHER -USE -IS J FBC, 5th EDITION (2014) SHEET FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 TATE OF Building SIZe:WIDTH-LENGTH-HEIGHT. SG Ff AREA RECORD. ( 303) 753-8833 EXT. 5618 ••: o a ° P ' • 155C Scale: N.T.S. 0._ RE / DATE PAGE 2 OF 4 1l111111111\\ 12-14 X 3" HEX HEAD — SELF -DRILLING SCREWS 3/4" APA OR TECO RATED T8LG FLOOR DECKING. 2X6 STEEL JOISTS @ 24" OC 10 X 3/4" PAN ' HEAD SELF -DRILLING SCREWS (2 PER TAB) VENT HOLES @ 24" OC. OPTIONAL LEVELING BLOCKS 2X6 STEEL TRACK EACH END BASE PLATE SCREW SPACING WIDTH SPACING 6-12' 8" O.C. OSTEEL SHED BASE DETAIL SCALE: N.T.S SIDING TRIM 3/8" CARRIAGE BOLT (GRADE 2) OTI7SWB OR- OT24SWB 1. STEEL SHED FOUNDATION: 600T125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED 60OS137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24" O.C. SUPPLIER: ALLIED STUDCO (JOIST: 60OS137-054 / TRACK: 600T125-054) ICC ER-4943P. 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR. i DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. 3. FASTEN FLOOR DECKING TO JOIST 8L TRACKS USING 8 x 1-5/8" ZINC PLATED SCREWS @ 12" O.C. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING i SCREWS. REFERENCE SPACING CHART. i 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS AS SHOWN. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16". BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM. BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM. STUD 3/8" NYLON LOCK NUT Z BASEPLATE FLOOR PLY v 6" o MIN 1/2" HILTI KWIK BOLT TZ STAINLESS STEEL 304 EMBEDMENT DEPTH = 2 1/4" STEEL SH MIN. EDGE DISTANCE = 6" BASE ANCHOR SPACING: RE: KWIK 4" CONCRETE BOLT ANCHORS TABLE, SHEET 3 PAD (MIN) OSIDEWALL BRACKET DETAIL SCALE: N.T S KWIK BOLT ANCHORS INTO CONCRETEE: DETAIL 3 SH ET 3 WIDTH LENGTH QTY 6' 6'-10' 6 6' 12'-18' 8 8' 8'-14' 6 8' 16'-20' 8 8' 22'-24' 10 10, 10'-16' 6 10, 18'-24' 8 12' 12'-18' 6 12' 20'-24' 8 NOTES: 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS 2. PROVIDE (1) ANCHOR AT EA. CORNER OF THE BUILDING. THE REMAINING ANCHORS EQUALLY SPACED ALONG THE LENGTH OF THE BUILDING. (1/2 THE REMAINING ANCHORS ON EA. LENGTH SIDE EQUALLY SPACED). V TRIM SIDING 2X4X2' BLOCK ATTACH BRACKET TO STUD THRU HOLE IN ANCHOR PLATE WITH Z 3/8"0 x 4" CARRIAGE BOLT AND LOCKNUT r CORNER STUD AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES PART NUMBERS: OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER OTI7SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-A OR- OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-B WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS WITH THE MAXIMUM LOAD OF 5,080 LBS STUD w 0 U) q STUD ih SIDING TRIMILNENDWALL AUGER ANCHORS WIDTH LENGTH OF ANCHORS 6' 6'-18' 4 ANCHORS 8' 8'-24' 4 ANCHORS 10, 10'-24' 4 ANCHORS 12' 12'-24' 4 ANCHORS ANCHOR BRACKET TO BE FLUSH WITH OAUGER ANCHOR DETAIL EDGE of TRIM SCALE N.T S UNHEATED SPACE ANCHOR BOLT & P.T. SILL PLATE PER NOTES BELOW d U c 1 3/4' FINISH --) GRADE 4 CONTINUOUS TOP 8L BOTTOM CONCRETE FLOOR 2 a---- v SLAB REINFORCE ENT accod 3" CLR. PER NOTES BELOW U TYP. 8" T ICK E SLAB MIN. OCONCRETE4 FOUNDATION DE IL SCALE: N T S `\\ 4-ANCHORS PROVIDE (1) AT EA. CORNER OF THE BUILDING. CONTINUOUS FOOTING NOTES 1. TOP OF SLAB TO BE 6' MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB. OR- SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING BEFORE POURING CONCRETE. 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL. COMPETENT SOIL. OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL BEARING PRESSURE IS 1000 PSF AT 12' BELOW GRADE. 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH. fc = 2500 PSI. 5. REINFORCING STEEL: A615. GRADE 40 OR GRADE 60. ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR DIAMETERS OR 24' MINIMUM, WHICHEVER IS LARGER. 6 SEISMIC DESIGN CATEGORY: B A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING 1/2' DIA X 7' LONG SIMPSON TITEN ANCHOR WITH WASHERS. B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5' INTO THE CONCRETE AND SHALL BE SPACED NOT MORE THAN V OC. C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF EACH PIECE. Order #. P.O. # THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY TUFF SHED, INC. ; ' C N S F.Cs i TITLE DRAWING NO. TUFF SHED Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL-PR-SR-TR-01 DRAWINGS ARE FOR A 76835 = DETAILS S:iOLage=BlllldillgS-LG3iageS= -Date: 1.2/3/14 -BUILDING TO•BE-SUPPLIEQ— RICHARD 7:=W LLS-P:E. = '' •- r REV'L-EVEL-01— Slte AddreSS: AND BUILT BY TUFF SHED. — — TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE Is 1777 S. HARRISON STREET .o : 1 FBC, 5th EDITION (2014) SHEET FORBIDDEN BY BOTH TUFF ST TE OF Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 '0% •. • Building SIZe:WIDTH -LENGTH -HEIGHT -SO.Fr. AREA RECORD (303) 753-8833 EXT. 5618 `i , - - 4 a I . 155C Scale: N.T.S. "11 DATE PAGE 3 OF 4 BC6111{{lit D 3X4 20 PLATES T-0" 1 EACH SIDE N 8 12 Q4 J OD O CID 6-0" 0 N r 3X4 20 PLATES 00 n Z E c? 4'-0" 00 4'_ 8'-0" I °° coLID U I N N DESIGN LOADS: TOP CHORD LIVE LOAD = 20 PSF TOP CHORD DEAD LOAD = 10 PSF COLLAR TIE DEAD LOAD = 5 PSF NOTES: FBC, 5th EDITION (2014) AN S IITP I 1-2007 TRUSSES TO BE SPACED @ 24" OC MATERIAL TO BE 2X4 SOUTHERN PINE GRADE #2 OR BETTER PLATES ARE TO BE PRESSED IN THE WOOD PER TPI. REP MEMBER INCREASE: YES LUMBER D.O.L.: 1.25 WIND: ASCE 7-10, 155 mph, Exposure C, D.O.L.=1.60 3X4 20 GA PLATES 1 EACH SIDE 5' S; 3 1/16" 1z2 18.0° 00 10'-0" N N 3X4 20 GA PLATES 1 EACH SIDE 6'-0" 1 6-3 11/16„ 12 Q4 3X6 20 GA — PLATES 1 EACH SIDE 6'-0" 12'-0" 6' SPAN REACTIONS: MAX. VERTICAL: 205 LBS. MAX. UPLIFT: -160 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 12FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. 10' SPAN REACTIONS: MAX. VERTICAL: 510 LBS. MAX. UPLIFT: -250 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 20FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. MAXIMUM DEFLECTION (12 FT. SPAN) VERT LL: 0.06 in. VERT TL: 0.08 in. PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO TIINICC-ES #ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. Order #. TUFF. SHED I Customer: P.O. # Drawn By: PK TUFF SHED, MFG. FACILITIES Checked By: Building $IZe:winrti•LENGTH -HEIGHT -so.Fr. AREA Date: Scale: N.T.S. 8' SPAN REACTIONS: MAX. VERTICAL: 255 LBS. MAX. UPLIFT: -195 LBS. ' NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 14FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. 12' SPAN REACTIONS: MAX. VERTICAL: 630 LBS. MAX. UPLIFT: -285 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 24FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. THESE DRAWINGS AND THEDESUFFSHEDINC. I I I / i TITLE DRAWING NO. GN ARE THE PROPERTY C/i/ OF TUFFUFF SHED, INC.NC. THESE ENGINEERING DEPARTMENT G •• N FL-PR-SR-TR-01 DRAWINGS ARE FORA S F:s TRUSS DETAILS 1B_UIL•DING TO_BE-SUPPL•IED= RIGHARD J=WIhES=P;E— 768,"s5 REV -LEVEL 01' AND BUILT BY TUFF SHED. ANY OTHER USE IS N FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET FBC, 5th EDITION (2014) SHEET SHED AND THE ENGINEER OF DENVER, COLORADO 80210 RECORD 303)753-8833 EXT.5618 0 s ATE of RE / DATE 155C PAGE 4 OF 4F oEA RECORD COPY BOUNDARY SURVEY FOREST DRIVE 60' R/W BLOCK CORNER NOOF LOT589'51'49"E 60. 1, 4, q LECEWD. DELTA/CENTRAL ANGLE A/C AIR CONDITIONER APT. = APARTMENT BB = BEARING BASIS (ASSUMED) C = CALCULATED CH CHORD CB CHORD BEARING CBW = CONCRETE BLOCK WALL C.M. CONCRETE MONUMENT CNA = CORNER NOT ACCESSIBLE CONC. CONCRETE CO, = COVERED ASPHALT . BRICK O= CONCRETE . PAVERS I LINE BREAK CENTERLINE RIGHT-OF-WAY LINE BUILDING SETBACK LINE F—K—a--•—>f—r— v PVC -VINYL FENCE/VF o—o—O—o—o—o—o— WOOD FENCE/WF 0-0-0-0-0-0-0— v CHAIN LINK FENCE/CLF OHU — OPU OVERHEAD UTILITY LINES 1 ZONE: I PAULINE P. BOISSONNEAULT PROPERTY DESCRIPTION: LOT 1 and THE NORTH 1/2 OF LOT 2, BLOCK 15, WYNNEWOOD, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 4, PAGES 92 THROUGH 94, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FOREST DRIVE 60' R/W (NOT OMEN) CR N89-52-30-E (M) 134.28- (P&M) I I I I I I I E, LOT a BLOCK 15 Oo LOT 13 i o BLOCK 15 10 LO I o) Lj Pool 134.28' (P) I M THE NORTH 1/2 1 T I o OF LOT 2, BLOCK 15 M N wI LOT 14 25' I O' BLOCK 15 END CLF O.S OFFS-: CLF 1,0' OFF o06 A SS89'52'16'W 134.28- (P&M) — — - 01 _ 3WC 1 THE REMAINDER I OF LOT 2. BLOCK 15 n1Cl7 - - ='_ " (NOT INCLUDED) u'';•-------------- 1 I ----- 1 I 134.28' (P) s I IIW of I Ok to install 10 x 10 (100 square foot) shed as shown on I LOT 15 plan. Meets area and dimension regulations for the SR-1 I BLOCK 15 zoning district. Shed must be a minimum of 10 feet from the side property line. Shed must be a minimum of 4 feet from the rear property line. POL U 1 I D = DESCRIBED POS = POINT OF BEGINNING I N0/0/O DOING BUSINESS AS POC = POINT OF COMMENCEMENT D.E DRAINAGE EASEMENT D.U.E DRAINAGE & UTILITY EASEMENT EDP - EDGE OF PAVEMENT EOW - EDGE OF WATER F v FIELD FF ELEV FINISHED FLOOR ELEVATION 1.0 - IDENTIFICATION 1. R. IRON ROD 1. P. v IRON PIPE L v ARC LENGTH LS v LAND SURVEYOR LB • LAND SURVEYING BUSINESS M MEASURED NR = NON -RADIAL OR = OFFICIAL RECORDS P = PLAT PC v POINT OF CURVATURE PCC = POINT OF COMPOUND CURVATURE PCP = PERMANENT CONTROL POINT PI = POINT OF INTERSECTION r v UTILITY POLE SET 1/2- 1 R. & CAP LB J7020 Q = FOUND 5/E- I.R NO I D Q = FOUND CONCRETE MCNUMENT WELL 0 O v UTILITY RISER v GAS METER ,.Y = LIGHT POLE GUYVARE 'V FIRE HYDRANT ® = WATER METER ADDRESS: 2407 DeCOTTES AVENUE SANFORD, FLORIDA 32771-4669 Bradley Cox & Associates Land Surveying C A 4UJ W. L:)m brreet 1 Sanford, Florida 32771 Phone (407) 323-9202 Fax (407) 324-9661 W W W.BRADLEYCOXSURVEYING.COM POL POINT ON LIVE PRC v POINT OF REVERSE CURVATURE PRM v PERMANENT REFERENCE MONUMENT PSM . PROFESSIONAL SURVEYOR & MAPPER PT = POINT OF TANGENT R = RADIUS y RAD v RADIAL RES. = RESIDENCE RP RADIUS POINT W E, R/W v RIGHT OF WAY S/W SIDEWALK ISO - TO BE DETERMINED 5' TOB v lOP OF BANK TYP) v TYPICAL S U.R. v UTILITY ROOM 1" = 30' U E. • UTILITY EASEMENT WM WATER METER GRAPHIC SCALE WPP v WOOD POWER POLE 0 15 30 JOB # BCA19639 DRAWN BY: MLO CHECKED BY: BC FIELD BY: JB FIELD DATE:)12/16/16 REVISIONS: NOTES: 1: THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY'THE CLIENT. 2: THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3: DO NOT RECONSTRUCT PROPERTY LINES FROM INTERIOR IMPROVEMENTS. (BUILDINGS, FENCES ETC...) 4: NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5: NO UNDERGROUND IMPROVEMENTS OR UTILITIES HAVE BEEN LOCATED EXCEPT AS SHOWN. 6. NO WETLANDS AND/OR OTHER NATURAL FEATURES HAVE BEEN LOCATED EXCEPT AS SHOWN. 7. THIS SURVEY SHALL NOT BE USED FOR DESIGN OR CONSTRUCTION WITH OUT PRIOR WRITTEN AUTHORIZATION FROM THE SIGNING SURVEYOR. 8: THIS SURVEY IS NOT - OUT THE SIGNATURE AND THE ORIGINAL R , FLORIDA LICENSED I HEREBY CERTIFY TH E SURVE'Y'OF TH REON DESCRIBED PROPERTY WAS PREP MEETS THE STANDROFES R S D UNDER Y DIRECT ERVISION AND T BY THE FLORIDA BOARD OF PROFESSI CHAPTERLERSINCHAPTER 5U-17, FLORIDA ADMI ATIVSTC PU ST TO CHAPTER 472, FLORIDA STATUTES. A OR1SURVos D"ec12/ 20/ 16 BRADLEY G. COX, PSM #5567 DATE CERTIFICATE OF AUTHORIZATION LB #7020 Product Approval Cover Sheet Permit # As required by Florida Statue 553.842 and Florida Administrative Code 96-72m please provide the information an approval numbers for the building components listed below if they will be utilized on the building or structure. FI approved products are listed on line at www.floridabuilding.org or can be obtained from the local product supplier. All Products listed are per Florida Building Code 2014 Items being used " x Name: Pauline Boissonnealt SO# 1084122 Series: SR600 Size: 10X10 Standard Shed Materials Product Type Manufacturer Model#/ FL product x Siding LP Corp panel FL9190.5 Window - Single Croft LLC Series 96 FL15585.1 Fixed Tansom Innovations Inc. Transom FL17667 x Roof underloyment Woodland industries 151b Felt FL17206.1 x Asphalt Shingles Owens Corning oakridge FL10674.1 Custom Materials Used Siding James L Hardie Lap FL10477.1 Steel Entry Door Jeld wen 6 panel/ 3068 Full lite Door Jeld wen 3068 Full lite Door Jeld wen 6068 9 lite Door Jeld wen 3068 Metal Roofing Thomas Arch. Metal company 5V Crimp FL5218.2 Metal Roofing Thomas Arch. Metal company TM Rib FL5218.1 x Flood Vents Flood Solutions LLC foundation FL17588 B Do Z 0 o n 0 0 V C r tonaa tsunutng %-oue uruine rage i or i SCIS Home I Lop In I User Registration o r Product Approval j USER: Public Userd aii FA m-a Hot Topics i Submit Surcharge ! Slats & Facts i Publications I FBC Staff f SCIS Site Map ! Links I Search Product Approval Menu > Product or Aoolkatlon Search > Application 11st Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Cnarrh Beaune Annilraflnne FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure 9190.5 ALL ALL ALL ALL ALL ALL ALL M Tvoe Manufacturer Yaiidated By Status FL9190-R4 Revision LP Building Products FL#: FL9190.5 CBUCK Engineering, Inc. 561) 491-9927 Approved History Model: LP SmartSide Precision Series Lap Siding Description: Engineered wood exterior lap siding. Category: Panel Walls Subcategory: Siding aypruvau uy uorn. nypruvna uy awn ...' tea I-- anu -.1— uy uro rya. —/- ane a.anuni— a ne 'y. Contact us :: 2601 Blair stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law,lemall addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Stables, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The 6nall5 provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine it you area licensee under Chapter 455, F.S., please dick bqgL. Product Approval Accepts: jig iCMr1 Credit Card Sate https://www.floridabuilding.org/pr/pr_app_lst.aspx 12/2/2016 SMARTSIOE 0 ounampnoDucril TRIM&SIDING At the time of manufacture, siding,meets or exceeds the per- formance standards set forth in ICC ES AC321 and has achieved code recognition under ESR-1301, CCNC 11826, APA recognition under PR-N124, and HUD recognition under HUD-MR-1318. For copies of ESR-1301, call LP Customer Support at 1-800-648-6893 or go online at http://www.ice-es.org/reports/pdf_files/ICC-ES/ ESR-1301.pdf or http://www.apawood.org. Minimum 6 in. clearance must be maintained between siding and finish grade. Siding applied adjacent to porches, patios, walks, etc. must have a clearance of at least 1 in. above any surface. Minimum 1 in. clearance at intersection with roof line Apply siding in a manner that prevents moisture intrusion and water buildup. All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water buildup, See alternate fastening options for fastening lap siding to SIP, ICF and Steel Frame assemblies. 00 NOT USE STAPLES SIDING MUST NOT BE IN DIRECT CONTACT WITH MASONRY, CONCRETE, BRICK, STONE, STUCCO OR MORTAR. Store off the ground well supported, on a flat surface, under a roof or separate waterproof covering Keep siding clean and dry. Inspect prior to application. Precision 38 Series lap may be installed on studs spaced a maximum of16 in. O.C. See alternate fastening option for fastening 38 series 6 in. and 8 in. lap on studs spaced a maxi- mum of 24 in. O.C. Precision 76 Series lap maybe installed on stueA spaced a maximum of 24 in. O.C. In all installations over masonry or concrete walls, the wall shall be furred out and open at the top and bottom of the wall to allow for convective ventilation between framing spaced 16 In. O.C. The framing shall be of adequate thickness to accept 1-1/2 Inches of nail penetration. A properly installed breath- able water-resistant barrier is required between the siding and masonry or concrete walls. PRECISION SERIES 36 AND 76 SERIES PRIMED LAP SIDING Moisture control and moisture vapor control are critical elements of proper housing design. Check your local building codes for application procedures for handling moisture and water vapor In your area. When using wet blown cellulose insulation, the insulation must not be in direct contact with the siding and it must be allowed to dry a minimum of 24 hours or longer if specified by the insulation manufacturer. As with all wood products, do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete, plaster or wet blown cellulose insulation. If such conditions exist, the building should be well ventil2ted to allow it to dry prior to the application of the siding. Siding must not be applied to green or crooked structural framing members. Do not apply siding over rain -soaked or buckled sheathing materials. Gutters are recommended for control of roof water run off. A properly installed breathable water -resistive barrier Is required behind the siding. Consult your local building code for details. LP will assume no responsibility for water penetration. Seal all gaps with a high -quality, non -hardening, paintable sealant. Follow the sealant manufacturer's instructions for application, Use a high -quality exterior sealant meeting the ASTM C920, minimum Class 2S sealant. All openings must be properly sealed or flashed in a mannerthat prevents moisture intrusion or buildup. Several examples that accomplish this are shown an the following pages. suoiiannsui uollellelsul asoyi ui suoile3l;!aads ayi 43!m lualslsuo:) gulp!s del4:)oli1ewS Ilelsul 8uueds lieu `ul b/E 5uiva;sej puilg.9 delmo polpews aAO -W L 9ei e-dla5 u! 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Z Sd 300 piepuelS snsuasuoo ayl suieluoD leyl )PewapeJl VdV ue yl!mAuo5ale39L/Lwnwiuiw a aq isnw slaued leunl)ruis pooh . 15uipis del apron •ui g pue •ui gal paliwil . agneg (Z jo 'u! ZEO'O ssau>I3141 guiwejj laals wnwiuiw Suped5 PnaS'y0 ul bZ pue slaued guiwel; pue gulps ayi leiniptilS PooM nano (pueils) jo; uoildo Suivalse3 anileuiallV o ssau)13141 pauigwo3 ayl puoAaq speajyl 5;o wnw!uiW . 17ZLN-kid VdV JO L0EL-t1S3:podakl S3-331 olla;ai'sea)e paads peat' ialaweip •ui OLZ'0 41!m mans uim gi ui slm ad a i j ew gullIPP-11as peat' paiadel paziuenle5 dip joy 8#t wnwiuiw p 4 4 P P.5 S dl 5u!ualse; uo uo!iewjo;ui j09 . 3.0 •ul 9L;o Sulaeds wnwixew a gui)eds pnis laalS - yjlAI paualse; aq isnw del uo!sPaJd saPS 8E Nodal uoilenleA3 s,jampe;nuew guiwei; ayi of ia;all sql OS aq isnw 5u!wCJ; laals ayl;o onp:A lcmeJpyl!m wnwiuiw . 5uiweid pn35 IaaiS luelslsaa uolsaJ03 nano suolado aulualsed anllewallV gui)eds maws -3.0 'ui 9 wnwixew a yj!Ai -sql LE aq isnw a5uel; 5ull!eu 331 ayi;o anleA lemeJpylim wnwiuiw . 5uloeds Arons •3•0 •ul ZL wnwixew a yiim •sgl05 aq isnw agueli guilleu 33l ayl;o anleA lemeapyl!m wnwluiW . sluawaiinbai lemeJpyi!m wnwiuiw 5uimollo; ayl uo paseq jaml.)e;nueW d]l a4l Aq pa,inbaa aq Aew smajus ja5jel . a5uel; Suipeu ayl;o ssau4llyl ayl puoAaq •u! 8/E;o uoileilauad wnw!uIW peat' Jalawelp •u! OLZ'O a ylim mans 5ulll!jp-41as peat' paiadel paziuenle5 dIp lot' g## wnwiuiw yl!m paualse; aq isnw del uolsPOJd samaS 9L pue 8E . soliquwassV 331 JOAO uopdo 5ulualsed aAljeuwaMV 3.0 •ui ZL;o wnwixew e paoeds 'peat' jalaweip •ui OOZ•0 a yl!Ai lieu Nueys gum paziuenle5 dip joy (jalaweip )lueys ui L60'0) P9 wnwiuiw a:)epns Swp!s 841luols!p 01 uanupiano aq iou inq guip!s;o a3e; of Aluu4 leas pinoys peat' 1IeN 'sl!eu aAIJpJano iou o0 •sllem uanaun lsuiege guipis gulmeip plone ol'papaau se spnis le 5uipis w14S . 81Pp!w ayi pJemoi gulps ayi;o spua ayi wog; lieu HAM 'Pua Jaylo ayi o1 pua auo wa; jo'spua ayl plemol guipis ayl;o laluao ayi LUO4 l!eN . u! Z/L-L;o wnwiulw a 5uiwei; lempnils pue slaued leanlmils poom jo gulwei;leinPruls ale4auad . dnpl!nq jalem pue uoisrului ajnlsiow sluanaid leyl jauuew a ui paleas pue p6Nlneo aq isnw speu aoe; pasodxa 11V . peat' lalaweIP •ui LGZ'0 a 41!m lieu paziu enle5 padd!p-joy '(Jalaweip )lueys ui gll p) pg wnwiuiw astl . I!eu-ai . •ul 9/r ue4l pue lueleas AlddV azow junsjaluno3 lueleas AlddV TY —•aI •/,-5,/,lunsjaluno3 ruled - jaq!} alq!sIA No ® 4snld No ® Snu5 Noll33aao3 NOI110NO3 , 1NO3) SNOIof1tum N011d31-1ddV APPLICATION INSTRUCTIONS (CONT.) plane is required by the local building code. Nail length must be increased to ensure a minimum 1-112 in. (38.1 mm) fastener penetration into the structural framing. For rigid foam sheathing greater thin in. (25.4 mm), a minimum 1-1/2 in. (38.1 mm) thick by 3-1/2 in. (88.9 mm) wide vertical strapping or furring strip must be installed over the sheathing to provide a solid, level nailing base for the siding. The strapping must be securely fastened to structural framing spaced'no greater than 16 in. O.C. (-106 mm) with a minimum nail penetration of 1-112 in. (38.1 mm) and a maximum nail spacing no greater than the width of the siding. Louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam or exterior gypsum. OVERLAP, CLEARANCE 5 NAILING SPACE Figure 1 Min. 3/4 in. nall / apdLhlg hum tap Sheathing Breathable 1 In. min. if required water-resistant overlap `J barrier Siding must not Siding must extend contact masonry below plate Min. 6 in. LR finish gradeg clearance E. s f.i Yrtir f 1r. 7'rFigure 2 Nail min. 3/4 in. from top and 3/8 in. from edge O_ O: - Gap 3/16'4n. -r AVOID CORNER " Hif Nail imr -- . faints must occur over studs. A minimum 3/16 in. gap is required at ALL butt joints. If joint caulking option is selected, seal all gaps at butt joints with a high -quality exterior sealant meeting the ASTM C920, minimum Class 25 sealant. If juinl nluulthlig uptlun la bt!InLLed, ddd Ule LII!t-kiw55 of the wt:U to the gap allowing a net 3/16 in. space for expansion. If siding is prefinished by an approved or preferred prefinisher it does not require sealant or joint moulding when backed with minimum 4 in. wide flashing and the ends of the siding are factory finished. Figure 4 1 in. min. clearance from roofing Min. 3/16 in. gap Paint bottom edges LP Precision Lap siding may also be installed in compliance with category 8140- Exteriorwall siding and sheathing for Wildland Unban Interface WUI) applications atop LP Flameelock sheathing. Refer to FlameBlock installation Instructions and produrt data sheets. All LP lap sidings (both Foundations and Precision) may be Installed as exterior siding In Wildland Urban Interface (WUI) applications installed over one layer 5/8" Type X gypsum sheathing applied behind the exterior covering or cladding on the exterior side of the framing. They may also be installed over the exterior pordon of a 1-hour fire -resistive exterior wall assembly designed for exterior fire exposure including assemblies using the gypsum panel and sheathing products listed In the Gypsum Association Fire Resistance Design Manual. The Louisiana-Pacific Corporation ('•LP") LP SmartSide Siding (the Products") limited warranty (the "Warranty") applies only to structures on which the Products have been applied. finished and maintained in accordance with the published application, finishing and maintenance Instructions in effect at thetime of application. The fallureto follow such application, finishing or maimenance Instructions will void the warranty as io the portion of the Products affected by the variance (the "Affected Products"). LP assumes no liability for any loss or damage sustained by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability. Any modification of the Warranty's app!Icatlon, finishing or maintenance requirements is void and unenforceable unless approved In uniting prior to application by the siding general manager or his designee and a member of the LP Legal Department. For a copy of the warranty or for installation and technical support, visit the LP SmartSide product support Web site at: www. lpsmartslde.com or for additional support call 800-4S0-6106. WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED. Cal. Prop 65 warning: Use of this product may result in exposure to wood dust, known to the State of California to cause cancer. SMARTSIDE° TRIM 6 SIDING OiOU Louisiana-Pa:Uc Cuporatlon. All fights risarved LP ani SmanSide an regivered tradamaft at Louisiana- PclFc Corpumdin. Printed in U.S.A. NOTE: Louisiana-Pacific Corporatixl periodically updates and revises its product inrtnnatial. To verty that this version Is curr.rt, all MO.4SO-6106. LPZBOSIS I/M Figure 3 Over Openings Ensure complete I paint coverage; of the drip edge M"10' Flash, shiim, 3/8 in. i Figure 3A Vapor Retarder if required 3111Abycode; Breathable water- resistant barrier - APPLICATION INSTRUCTIONS (CONT.) Alternate Butt joint Treatments joint Moulding Caulked Butt joint Gap 3/16 in. plus thickness Gap 3/16 in. and seal of joint moulding web 3/is In. 1 Figure 313 gap 3/16 in, and seal Inside Corner Detail Figure X Figure 30 gap 3/16 in. and seal NNZ! So 111111111111111111 LPG' SmartSide® Precision, Series PR-N124 Treated -Engineered -Wood Lap & Panel Siding Louisiana-Pacific Corporation ReWr(sed Jury 2; 2014 Product LP'SmartSide Precision Series Treated-Engirteered-Wood Lop and Panel Siding.. - Louisiana-Pacific Corporation, 414 Unlon Street, Suite 2000, NashWAlle,: TN 37219 800)'450-6105 . wdvw.lpk M-Com 1. Basis of the product report: 2012 and 2009 International Building Code: Section 104.11 Alternative Materials 2012 and 2009 International. Residential Code: Section R104.11 Alternative Materials ANSUAF&PA SDPWS-2008 Special Design Provisions for Wind and Seismic ASCE 7-10 and ASCE 7-05 Minimum Design Loads for Buildings:aW Other Structures . ICC-ES Acceptance Criteria' for Treated -Engineered -Wood Siding, AC321. APA PRP-108 Performance Standards and Qualification Policy for Struciura!-Use Panels NES Evaluation Protocol for'. Determination of Flood -Resistance Properties of Building. Elements . APA Reporis'R&D 870-1, T87Q-A5, T91 Q-1.1, T91 Q-20, T97Q-4, T97Q-10, T98Q-13, ' T98Q-17, T99Q-23, T2008Q-12,' T2008P-73, T2008P-74, T2009C-54, T2011 Q-59,• . T2012P-22, and other qualification data. 2. Produix description: Louisiana-Pacific Corporation (LPG) SmartSide® Precision Treated -Engineered -Wood Lap and Panel siding 'is overlaid with a resin. treated paper and'ls available with either a smooth or embossed surface texture. The siding is. available as laps or panels. The siding mi treated with anc Borate for decay and insect resistance. All edges are factory -sealed with a primer. LP® SrhartSide® Precision Series Treated-Erigineered-Wood lap siding Is avallable In 318 and 7/16 Perfoormance Categories, In nominal widths of 6, 8 and 12 Inches and in lengths up to 18 feet. LP® SmartSide® Precision Series panel siding is available in 3/8, 7/16 and .19/32 Performance Categories, 4-foot width and in lengths of 8, 9, and .10 feet. The 3/8 Performance Category panels are available without grooves or with grooves spaced 8.. inches on center. The 7116 and 19/32 Performance Category panels are available without grooves or. with grooves spaced either 4 or 8 inches on center. Minimum thicknesses at the groove and shiplap are documented in the plant Quardy Manual. ' 3-• Design properties: Allowable racking loads for LP® SmartSidee Precision Series panel siding are fisted in Table 1. For 318 Performance Category panels nailed at shiplap edges, use 5116 Performance - Category sheai values. For 7/16 and 19/32 Performance Categorypanel sidings nailed at' . shiplap edges. use 318 Performance category shear values. • Design wind loads LP1 SmartSide Precision Series lap. and panel siding are listed In Tables 2 and 3, respectiv6y. 4... Product instatlation: LP® SmartSide® Precision Series Trnated-Engineered-Wood.Lap and P2nei sidings shall be Installed in accordance with •recommendations provided by the manufacturer ' M& w.Iocormoom/smariside/lau/ and sm end APA Engineered Wood Cons"ibn Guide, Form E30 C+t+ww.apawood.oro/publications). The 0 2014 APA - The Engineered Wood Assc6adon APA Product Reporte PR-N124 Revised July 2, 2014 Page 2 of'7 maximum span shall be in accordance with the Span Rating shown in.'the trademark. The LP® SmartSidee Precision Series lap siding shall be permitted to be installed over the facer of structural insulated panels (SIPS) in accordance with Table 4." 5. ' Fire-resistant construction: Wood structural panels that are not fire -retardant -treated. have been shown to meet a Class III (or C) category foi flame spread. Unless'otherwise specified, fire-resistant construction. shag be in accordance with the recommendations in APA Fire -Rated Sys%ms, Form W305 see link above). 6. Flood resistance evaluation: Selected properties critical to flood resistance of 3/8 and 7/16 Perforinartoe Category panel siding, including uniform. loads, concentrated static loads, concentrated hard body and soft body impact loads; fastener performance, wall racking resistance, edge thickness swell,* linear expansion, hygroscopicity, exterior bond performance and large panel• and small specimen bending properties were evaluated at a 16 o.c. Span Rating in accordance with NES Evaluation Protocol for Determination of Flood=Resistance Properties of Building Elements. Test results in the dry (as -received) condition and after moisture cycling in , accordance with the NES protocol were compared to the requirements, specified in ICC Evaluation Service (ICGES) Acceptance Crdeda for Treated -Engineered Wood Siding AC321). 7. Umitations: a) LP®SmartSldee Precision Series Treated -Engineered -Wood Lap and Panel siding used outdoors must be finished in accordance with recommendations provided by the manufacturer. (see links above) and APA Engineered Wood Constn etlo Guide, Form E30 (see link above). b) LP® SmartSide® Precision Series Treated -Engineered -Wood panel siding is flood resistant on the following properties: uniform loads, concentrated static loads; concentrated hard body and soft body Impact loads, fastener performance, wall racking resistance, epge thickness swell, linear expansion. hygroscopicity, exterior bond performance and large panel and small specimen'bending properties. This evaluation apeWs to 3/8 and 7/16 Performance Category panel siding at a 18 o.c. Span Rating.. UP SmartSide® Precision Series Treated -Engineered -Wood Lap and Panel siding is produced at Louisiana-Pacific Corporation facilities at Hayward, WI,: Newberry, MI, Tomahawk. Wt. and Two Harbors, MN under a quallty'assurance program audited by APi4 d} This report is subject to re-examination In one year. 8. Identification:. :. LP® SmartSide® Precision Series Treated -Engineered -Wood Lap, and Panel siding described in this repert Is Identified by a label bearing the manufacturer's name (Loulslarw Pecific Corporation) end/.or trademark, the APA assigned plant number (357 for the Hayward plant, 416 for the Newberry plant, 435 for the Tomahawk plant, or 399 for the Twb Harbo plant), the product Performance Category, the Span Rating, the Exrs Exposure' Rating, the APA bgo, the report number PR-N124, and a means of identlfying the date of manufacture. 0 2014 APA - The Engineered Wood Assod&66n 07-02, APA Product Report°° PR-N124 Revised July 2, 2014 Page 3 of 7 Table 1, Allowable Raddng Shear (pin for LP® SmartSid? Precision Series Treate&Cu,,cgmeered-Wood Panel Siding — Sheathing Shear Walls withFraminaofnrninlsm—Pir-i arch .v G„d:.a...'oo-.e s,.- 1AA.. 1 Minimum Partels Applied Directly to Framing Panels Applied over 1/24nch or. Performance Nab 5/8*ch Gypsum Sheathing Nail Size Nail Spacing at Panel Edges Nail Size . Nail Spacing at Panel EdgesCategory . Penetration In Framing Common or Galvanized in.) Common or tin.) in.) . Galvanized6432Ni 6 4 3 2(4) ' Box) 5/16(5'6) 1-1/4 6d 180 270 350 450. 8d 180 270' 350 450 3/8t5'et 200 300 390 • 510 2D0 300 390 • 510 3/813'el 1-1/2 ad 220. 320 410 530 10d 260 380 490(4)'• 640 7/16t 240 350 450 585 26Q 380. 490t 1 640 19/32tsi 1-5/8 1 Qd • . 340 510 ... 665Hi 87Q For SI. 1 inch 25.4 mm, f plf - 1441 Nhn. For flaming of other species: (a) Find specific gravity for species of lumber In AFBPA National Design Spedncatlon; (b) find shern value from table for nags size; (cy multiply value by ' rtt 0.82 for species • with specific gravity greater than or equal to 0.42 but less titan OA9, or 0.65 for species with specific gravity lass than 0.42 All panel edges mast be backed with 24nch nominal or wider frarning. Panels marot bo Installed with the long dimension Worried In the vertical direction. Space naffs 6 Inches.o.c. along Intermediate framing members for 318 and 7/16 Performance Category panels installed on studs spaced 24 Inches o.c. for other conditions and panel PerformanceCategories, space nails 12 Inches o.c. on intermediate supports. . t'r For sheer loads of normal or permanent load duration. the values In the table shall be rnlrftQlied by 0.93 cr O.66, MSpectN*. ar 1 Framing at panel edges ms t be 3 Inches nominal or wider and nails must be staggered where neBa are Speced 2 inches o.c., and where-10d no% having penetration Mo. f rrdrtgofmorethant-f8 Inches are spaced 3 Inches or less ox- !exception: lfifessotherwise required, 24nch nominal framing may be used where fug naling surface is available endnobareStaggered. Except as noted In Footnda 7, panel thickness at point of naffing at panel edges determines applicable shear val ies, except that 3/8 Performance Category panels nailed at shiplaprnedgesuse5/16 Perfarnwoe•Category shear values, and 7/16 and 10432 Porformenoe Category panel Sidings nalled at ahlpiap edges use 3/8 Performance Category shear values.Shipla' p edges must be double -nailed; one nail must be placed in the underlap and a second marl musl be placed In the overlap at the nail spadrtg specified for the applicable shearvalue. r`r Fasteners must not be installed in panel siding grooves in the field of the panel dd orwhen tits panel stdi9D n9 grooves occur. al art edges of ate panel sldlrtg. O 2014 APA - The Enginee'red Wood Association 07-02 - APA Product Repoltm PR-N124 Revised duly 2, 2014 Pagb 4 of 7 TahlA 2n Lan Sidinei _ llAautmrrm nnrninel fallmasikial Aa 1-.. —s d--A it f1) Performance' Category Maximum Wall Stud Spaovtg" IR. Siding Width in.) Maximum Allowable. Wind Pressure Maximum Nominal (Allowable) Wind S eeti V t r h Wind Exposure Cate ory e C D 3/8 16 6 80 170 .. 150 140 8 79 170 150 140 12 50 140 120 110 7/16 16 6 80, 170 150 140 a 76 170 150 130 12 49 140 120 • 110 24 Oil— 71 170: 145 130 8 1 51 145 120 110 12. 32 110 80 90 u1G11 - LJ.4 111111, 1 pm = 4f.00 ra, 1 mpn - u.441 mis. f11 One fasterlerper stud located 3/4 inch from the tap edge of the siding. Each successive oourse of lap siding must overlap a minimum of 1 inch. Fastener must have a minlmum head diameter of 0.297 Inch, a rrlh tmurn shaft diameter aj Of 0.113Inch and a minimum length of 2.5 incfies (8d box nag). Wag chide must have a minimum specdc gravity of 0.42. Twee -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-ft height In Zone 5 with emaghst offedive area'per Chapter 6 of ASCE 7-05, Section R301.2 of 01e 2009 and 2012 IRC, and Sectlon 1609.1.1 of the 2009 t9C.' Tahla 2h_ Lan Sirlinn - LUvlmrinf mrlNnt7fo Aminn mAreel ennsel V Performance ry Maximum Wall ' . Stud Spatting in. Siding Width. in.) Maximum Ulthata Wind Pressure Maximum Ultimate Design Wind Speed, V (s) (mph) Wind osuse Catry B C D 3/8 1 t3 6 133 200 180 180 8 131 200 180 180. 12 83 180 150• 140 7/16. 16 6 133 200 180 180 8 127 200 180 160 12 81 180 150 140 24 6 119 200 180 160 8 85 180 150 140 12 54 140 120 115 1 W51 - '1r.00 r-d. 1 Ilipll - U.44f RIPS. , 1'f One fastener per stud located 3i4 Inch from the.top edge of the slding. Each successive course of tap aidh g must overlap a minimum of 1 Inch. Fastener must how a minimum head diameterof 0.297 tree,, a lydrlhmlin shaftdlamaler of 0.113 inch and a minimum length of 2.5 inches (8d box nag). C4 Wan studs must hays a minimum specific gravity of 0.42.' 31 Three -second -gust: based on wirw pressures acting toward and away from but *V swtaoes, et 30-ft heW In Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Sermon 1609.1.1 of the 20121BC. 0 2014 APA - The Engineered Wood Association 07-02 APA Product Reports' PR-N124 Revised July 2, 2014 Page 5 of 7 TablA 3A_ Panpl Sirlinn mavimum nwmtwwl fwt1..._Lt• Maximum illFastener pn9 in. r.v ..vv. Maximum ' Y QY . Maximum Nominal AUawabla . Performance Wall Stud o.c. AllowableSpeed V' (Mph) Wind re CategoryCategorySpaingRlWindEdges : Field Pressure B C D 16 g 12 • 46 130 110 105 8 80 170 150 1403J8 24 6 12 31 110 90 85 6 61 150 130. 120• 18 g 12 45 130 110 105 6 60 170 150. 1407/10 24 6 12 30 110 'A 90 85 e 59 150 130 120 16 6 12 41 130 110 ' 100 6 • " 80 170 50 14019132 24. 6. 12 27- 105 90 8 55 150 125 • 110 ram. ....v . a. ,nF.n - v..w• moor .. t+i Fastener must have a mtnimum head diameter of 0.297 Inch, a ndronum shaft diameter of 0.113 inc2h and a minimum length of 2.6 inches (8d box nab. rn MU studs must have a minimum specific gravity of 0.42. fii . Three -second -gust: based an' wind prasaums acting toward and away from bonding surfaces, at 304hetght in Zone 5 with Sm ilest efbWvve area per Chaptier 6 of ASCE 7-05, Section R301.2 of the 2009 and 2012 IRC, and Section 1609.1.1 of t w 2008113C. Tahlw 31% Ponca CiAirw% sA .; .........tu.-..a.. Performance Category Maximum Wall Stud Spadn'g(z. in.) ' Fastener Spacing " in. o.a Maximum Ultimate Wnd Pressure Maximum Ultimate Design Wind S eed V t3) m h • Ems '. Field Wir1d osure CatejooN B C D 3/8 . 16 6 12 77 Ibu 150 6 133 200 180 180 24 6 I 12 51 140, . 120 110 6' 102 200.. 160. 150 7116 16 6 12' 74 160 1 140 130 6. 133 200 ISO ' 180 24 6 12 50 140 120 110 8 99 200. 180 150 19132 16 6 I 12 69 160 140 ' 130 6 133 200 180 18 0 24 6. 12 46 130 115. 6 92 180. 160 150 ram, -•.w rq , rnfn. - V.Y7r tTYy. - iti Fastener must hav6 a ndrdmum head diameter of 0.297 Incti, a miihnum shaft diameter of 6.113 Inch and a minimminches u length of 2.5 ines (t d box nally nWaU studs must have a minimum specillcgrevity of 0.42. Three -second -goat: based on wfid pressures acting toward and away fmrn bLdift surfaces, at 30-ft height in Zone 5 wtah smallest effective area per Chapter 26 of ASCE 7.10 and Section 1609.1.1 of the 2012 IBC. APA Product Report PR-N124 Revised July 2, 2014 Page 8 of 7 Table 4a. Lap Siding installed Over the Facer of SIPs(n — IUlaximum nominal (allowable). dpcinn winri anaed -V .(z) Performance Category Msicimum Ring Shank Nall Spadng(3 in.) Maximum Wood Screw Spatirg(4) , in.) Siding Width in.) • Maximum Allowable Wutd Pressure Psf1 Maximum Nominal (owable) Wind Speed, V d (mph) Wind ure Cateflory B C D. 3/8 '' • 8 • . 12 6 80 170 150. 140 8 63 150 130 125 12• 40 125 105 90 7/16 12 16 6 58 150 130% 120• 8 42 1. 130 1 110 100 12 27 1 105 85 The f6lOar of the structural bhsWaled panels (S103) shag be 7/16 Performance CMgory or thicker OM sheathingmeeWVDOCPS2requirements. The totwlated valuee.repreaent the capacity of the LP Lap SfdbV fnsta W.In aeoordarxe.with the requirements of this ai table. The tabulated wind speed shall oat exceed the SIP capaclty'for wind load resldsnr *. One ed dN'shdnk nall (0.120 Inch In diameter) located 1/2 hch from the top edge of the siding. The Ong shank nails must have a mrinhmm head diameter of 0297 fnoh, a minimum shank diameter of 0.120 Inch and a minimum length of 2 Inches. t't One f8 wood screw (0.164 Inch In diameter) located V2 irhdr from the top edge of the siding may be used. The woodscrewsmusthaveaminimumheaddiameterof0,297 inch, a minimum shank diameter of 0.164 inch and a mirdmum length of 2 Inches. l Three-s000nd-gust: based on wind pressues acting toward and away from buildhg surfeoea, at 30-ft height In Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05. Section R3012 of the 2009 and 2012 IRC, and Section 1609.1.1 of the 2009 IBC.- . Table 4b. Lap Siding Instalied Over the Facer of SIPs(t) — Maximum ultimate'design wind stud. V.y(2) Performance Category . Maximum Ring Shank Nall Spacing") In.) Maximum Wood Screw Spacing(,) In.) . Siding Width in.) . Maximum Ultimate Wired Pressure ps{ Maximum Ultimate Design Wind Speed. Vie (mph) Wind E ure Cate o -. B C D 318 . 8 12 6 133 200 180 180 8 105 200 - 160 160 12 67 160 140 120 7116 12 16 6 97 200 160 150 8 70 160: 140 • 13011245130115 I Va. - Y1.00 ro, i I111Ai = U.44r rnr5. 1° The facer of the structural'insdated panels (SIPS) shati be Ina Performance Catedory'or thicker OSB sheathing ai meeting DOC PS2 requirements. ' The tabulated values represent the capacity of the LP Lap Siding mate Bed In aaoordance with the requirements of Chia table.. The tabutated wind speed ahem not exceed the SIP capacity for wind load rooistance. t3l Ore 6d ring shank nail (0.120 Inch In diameter) located 1/2 Inch from ttre top edge of the siding. The ring shank nails must have a mtnimiun head diameter of 0.297 irich, a minimum Shank diameter of 0.120 Inch and a minimum length of 2 lndtes. t`t One *8 wood screw (0.164 Inds in diameter) located 1/2 Inch from the tap edge of the sidhq'may be 14ed. -The wood screws must have a mhumum head diameter of 0.297 inch, a minimum shank diameter of 0.164 Inch and a mWmum length of 2 Inches. ro: Three ssc or d-gust; based on wind pressures acting toward and away horn bcrildirtg sud9ces, at 30-ft height in Zone 5 with smallest effective area per Chapter26 of ASCE 7-10 and Sedibn 1800.1.1 of the 2012 IBC. 0 2014 APA - The Enpineerod Wood 'Assodi sift r APA - The Errginserad Wood AasodWian b an.epproved national atancards developer accredited by American National Standards Institute (ANSI). APA publishes ANSI standards and Voluntary Product Standards for would stnictural panel' and engineered wood products. 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Consult your local Jwisdk lon or design prOfessiort2d to assure oompfianoe with code, Canstnrdiml. and ParfOnrtanee nequtremenfs Because APA i> no control over quality of worlvnenship or the cort tloru under which engineered wood products are used, it cannot accept responslDUdy of product performerwa ordedgns as actually constructed. 0 2014•APA - The Engineered Wood AwooGtion DIVISI 80--THERMAL AND MOi' OTECTION SEMOM 07 46 B"MOOD SIDIN REPORT HOLDER. " Aw. Y OUISIA -PACIFIC. r RATION9iCC, s 414 U ° STRE 1 I3Elb NASHVI , TENN 2 EVALUIk I SU13JEC1': 8.r.::,max=. .- ,;Aa - .' - .. p,'.• .. LP SM'IDE f iF••e,.,.,._ fin. ' Look for the trusted marks of 6nformityl 2014 Rddpient of Prestigious Western States Seismic Polity Coundl WSSPC) Award in Excelletfce A Subsidiaryof CM . f c -tom cvarrxsuon Keports are not, to be construed as representing aesthetics of ar' 'other attributes not s c ealPe . addressed rear are they to be consaed as anendvrsement ujthe sttDfect of the report or areeommendatton for its .use.e. There is no warranty by ICC Evaluation Service,. LLC, express of implied ar to airy frn&ng nrWher matter In this report, or as to any product covered by the ieport"' ' Copyright © 2014 Joint Evaluation Report ESR-1301 Reissued February 2014 This report is subjec7 to enewal February 2016. wwWec-es.ora I (800) 423-6687 1 (562) 699.OW A Subsidiary of the International Code Council® DMSION: 08 00 00—WOOD, PLASTICS AND 3.0 - DESCRPTiON COMPOSITES Section: 0616 00--Sheathing 3.1 General: DIVISION: 07 00 00—THERMAL AND MOISTURE LP SmartSide Precision Lap Siding and LP SmartSideo PROTECTION Precision Panel Siding are engineered-vwod exterior wall areSection: 07 46 23--Wood Siding covering materials that suitable for long-term exposure to weather or conditions of similar severity, when fastened REPORT HOLDER to vertk l supports or approved nailable wood substrates in accordance with their span ratings and this evaluation ' CORPORATION report. The lap siding and panel siding products consist of 414 UNANA-PACIFIC 414 UNION STREET, SUITE a mat -formed wood substrate preservatively treated with NASFtVILLE, TENNE93EE 37219 - ' 7219 zinc borate In accordance with AWPA Standarcl T1, and a resin -impregnated overlay material bonded to the face of8813) 820-03Z5 www.LP.0p.com the lap and panel siding products Intended to be exposed arlketin om to the weather. Additionally, all panel and lap siding edges are factoryeealed with a sealer in accordance with the EVALUATION SUBJECT: approved quality control manual. 3.2 LP SrhartSldeo Precision Lap Stding: LP SMARTSIDEe PRECISION • LAP SIDING' AND LP • SMARTSI E6 PRECISION PANEL 51DING LP SmarlSide° PrecNbn Lap Siding is available in widths of 6, 8 and 12 inches (152, 203 and 305 mm); categories 1.0 EVALUATION SCOPE" ale and "46; and lengths of. 12 to 16 feet (3668 • to ' 7/ 164877min). The 8-4noh-v ide (203 mm), category lap Compliance with the following codes: siding is' also' available with an optional self -alignment 2012, 2009, 'LUU6, and 2003 lntematiorial BundingCodes edge. 3.3 LP SrnartSittee Precision Panel Siding: IBC) . 2012. 2009, 2008, and 2003.Interrtailonal ReSideaa'l LP SmartSide® Precision Panel'Sioing is 4 feet'(1219 mm) Code* (IRC) wide, and 4,'8, 7, 8, 9 or .10 feet (1219. • 1829. 2134, 2438, 2743..or 3048' mm) In length. LP SmartSide . Precision Properties evaluated. Panel Siding is available in % 7/1e. and t0/32 - categories. Exterior siding The 3/s category panel has grooves spaced at 8 inches 203 mm), with a. minimum thickness at the grooves of Structural 0.164 inch (4 mm) and a minimum thickness at the shiplap 2.0 ' USES of 0.136 Inch (4 iron). The 1/18 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm). with a minimum LP SmartSide° precision Lap Siding and LP SmartSide® thickness at the grooves of 0.235 inch (6 mm) and a Precision Panel Siding are used'as exterior wall covering minimum thickness at the shiplap'of. 0.150inch (4" mm). Thematerialsonbuildingswherecombustiblematerialsare 62 egaY panel has grooves spaced at 4 or . 8permitted, . inches (102 or 203 mm),'with a minimum thickness at the LP SmartSid6o Precision Panel Siding may be used as grooves of 0.311 inch (8 mm) and a'rnInimum shiplap thickness of 0.194 Inch (S mm). bracing method 3 for conventional wood -framed walls as specified in IBC Section 2308.9.3 and IRC= Section LP SmartSidee Precision Panel Sid is dassified asrng R602.10. Exterior Rated Siding or Exterior Rated Siding -Sheathing. . LP SmartSdem Precision Panel Siding may be used as The classification is noted ' In the label on the panel.. Exterior Rated Siding. Is intended to be Installed in sheathing for wood Wuctural panel shear walls having appedetions in.'accordance with IBC Section =8.9.3 and allowable shear loads . specified for PS2-compliant '. IRC Section R60210 as an exterior siding suitable for wood -based sheathing in accordance with 2003/20061BC rmlong-teexposure to weather or conditions of similar Section 2306.4.1, and 2009/2012 IBC Section 2306.3. ' severity. In addition to the intended application for Exterior . Raylsed DwArnhor 2014 AD:. COWSM 0 2014 • - Page 1 of ESR-1301 ( Most Widely Accepted and Trusted Page 2 of 7 Rated Siding, Exterior Rated Sidin"heath)ng , is intended to be installed in applications in accordance with 2003/20M iBC Section 2306.4.1, and 20092012 IBC Section 2306.3. 4.0 INSTALLATION 4.1 General: LF SmartSid6o Precision Lap Siding and LP Sma.dSideo Precision Panel Siding must be ' installed in accordance with the manufacturer's published Installation instructions fitted Applicaflon lnsfrustlons LP SmartSide® PYa cis Lop LP SmeitSldae Pt>eslsion Pane/ Siding) and this report. In the event of conflicts, this report govems. A copy of the manufeduier's installation Instructions must be on the jobsite at all times during installation. LP SmartSidee Preision Lap Siding and LP SmartSidem Precision Panel Siding must be iii3tolW with tin approved water-msistive barrier as required by the applicable code. Openings h penetrations through, and terminations of the LP SmartSidee Precision'Lap Siding and LP.SmartSide° Precision Panel Siding are outside the scope of this, report and must be specifically approved by the code official In accordance with the applicable code.. Unless otherwise noted • in this report, fasteners and fastener spacing must be as noted in the applicable code. 4.2 LP SmartiSidee Precision Lap Siding: LP Smart$Wee•Preclslon Lap Siding rmtst be attached to framing members spaced a Maximum of 16 inches 406 mm) on center for'/e category siding and a mautmum of 24 inches (610 mm) on center for '/ie category siding. Self -aligning LP SmartSidee Precision Lap Siding • is Installed with nails placed at the top"of the LP SmartSidee Precision Lap Siding, 1/2 inch (13 mm) down from the upper edge. Each successive course of lap siding must rest on the back rabbet and must self -align at an overlap of 13 Inch (21 mm). Nails must be of sufficient length to penetrate a minimum Of 1'/2 inches (38 . mm) through 'the sheathing and Into framing at each stud location. 4.3 LP SmartSidee Precision Panel Siding: LP SmartSidee Precision Panel Siding must be installed With its long dimension oriented vertically. When LP SmartSidem Predsicn Panel Siding is 'applied directly to the framing,. 'the maximum spacing of the framing must be: oonsistent with the span rating of the LP SmartSide® Precision Panel Siding, which i identified on. the panel's label. Allowable loads for sfhearwalls sheathed with LP' SmartSldem Precision Panel Sidk --Sheathing are noted In Table 1. Four-foot-by-846ot (1219" mm by 2438 mm) LP SmartSide® Precision Panel Siding—Sheathlrig installed vertically, directly. to framing, *with a single row of naps penetrating both laps, spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intemhediate supports may be used to • satisfy the wall tracing requirements for conventional light frame constriction specified in the, code for *prescriptive construction. -install per code requirements for• method 3 bracing with wood structural panels. All LP SmartSideo Precision Panel Siding joints must occur at freming members and must be protected with. a continuous wood bait, approved ' caulking, flashing, 'or . vertical or horizontal shlplap; or. otherwise made waterproof. 4r4 Component aiid . Cladding Wind Pressure Capacity: • Maximum 'allowable component and•dadding wind loads wall, zone 5) for LP SmartSidem Precision Lap Siding and LP SmartSide° Precision Panel Siding based on a minimum fastener schedule, are provided in' Tables 2 through 5. • Tables 2 and 3, for lap and " panel siding, respectively, are based on full fastiMer penetration into the wall studs, i.e., fastener penetration = fastener length siding thickness Tables 4 and 5, for Lap and panel siding, respectively, are based on a minimum fastener penetration Info the wall studs of 11/2 Inches. 5.0 CONDMONS OF USE The LP SmanSldem ' Precision • Lap 'Siding and LP SrnartSldee Precision Panel Siding described in this report comply with, or are suitable attematives to what is specified In, those codes listed in Section 1.0 of this report, subject to the following conditions: 8.1 LP SmartSidem Precision Lap Siding must 'not be used to satisfy the bracing requirements specified In the code. 5.2 LP SmariSideo Precision Panel Siding —Sheathing, when installed as set forth In this report, may be used as method 3 bmdng specified in Section' 2308.9 of the IBC and Sectiort.R602.10 of the IRC. . 5.3 In areas where seismic analysis is required by the applicable code, the applicable code requirements for wood structural panel shear'walls must be consulted for additional detailing requirements, reebietions conceming certain- usages, required modifications to' the allowable, shear loads tabulated in this report, and additional Inspection requirements. . GA LP SmartSide Precision Lap Siding , and LP SmartSidee Precision Panel • Siding 'must not be installed In contact with concrete or masonry. 5.5 LP SmartSide® Lap Siding' and 'LP: •SmartSid? Precision Panel. Siding must be installed with a . minimum 6 indm (152• nun) of dearance' from finished grade.-.' 6.8 When field cub are made to LP SmaitSidee Pri:clsidn Lap .'Siding and .,LP SmartSid6o Precision Panel Siding, all exposed surfaces must be finished according toile paint or caulk/seahnt manufacturers' specifications. 5.7 LP .SmartSidell Precision Lap'" Siding and LP SmartSide® Precision Panel Siding are manufactured by' Louisiana-Pacific Corporafion in Hayward, Wisconsin . (Mill No. 357); Newberry, Michigan Mill No. 416); Tomahawk,'Wisoonsln (MID No.. 435); and Two Harbors, Minnesota (Mill No. 399); under a quality control program with Inspections by ICC-ES. 6.0 EVIDENCE 151.116h C11 ED Data in accordance with the ICC-ES Acceptance Criteria for Treat6ckmglneered-mo6d Siding (AC321), dated October 2005. 7.0 . IDENTIFICATION LP SmartSidae Precision Lap Siding and LP •Smar1151dee - Precision Panel Siding must be labeled with the product designation. and the name of Louislana-Pacific Corp. -The stamp shall provide the following information: ESR-1301 I Most Wkilely Aocepted and Trusted Page 3 of 7 1. Mill number, 4.. Span rating. 2. , The evaluation report number (ESR-1301). 5. Performance category'. (based on customary inch 3. • Grade/exposure. fractions). TABLE 7—ALLOWABLE RACIONG SHEAR (plf) FOR LP SmanSWO Precision PANEL SIDINO--SHEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING''' PERFORMANCE CATEGORY MINIMUM NAIL PENETRATION IN FRAMNG (Inches) PANELS APPLIED DIRECTLY TO FRAMING ' N>atl Sao (Common car, Galvanizedvans Nag S pacing of Psnol Edgos Inches) -. a 4 a 2 e/sae 1'I 180 . 270 350 450 a s ela 200 300 390 510 • • 31,60 1'/2 Sal220 320 410 530 ere 240 350 450 686 tea la/a 10d 340 510 60 870 For framing of other species: (e) FUtd apaoi8o gravity for species of lumber in AF A PA Nallpnal DeNp Speciticatlor; (b) find shear valuefromtablefornailsshe; c) mndtipty value by 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.'49, or 0.65 for species wilt specific gravity less than 0.42. . • All panel edges must be backed with 2-inch nominal or wider framing. Panels must be installed with the long dmansion oriented In the verticaldirection -'Space nods 6 Inches o.c stomp intermediate framing membem for ar, erabgory and r/,a category panels installed on studs spaced24inchesox- For other conditions and panel thicknesses, space nails 12 Inches o.c. on IntemnediM supports. The vahrea are for shaft -term loads dire to wind or earthquake (133% Increase) and must bo reduced by 26 peroont for normal duration ofloading. Framing at panel edges must be 3 inches nominal or wider and nals must be staggered where nails orn'Qw;oad 2 hrd,es o.c., and where 10d nails having penetration Into framing of more than Iola inches are spaced 3 inches, or less, o.c. Exception: Unless otherwlse required, 2-inch nominal framing maybe used where full nalling surface is available and nails are staggered. : Except as noted iri Footnote 7, panel thickness at point of nailing at panel edges detemtirtea epplicabte shear values, except that ale categorypanelsnaledatshiplapedgesuseshearvaluesfor'/,e category panels. and /,a arnd '% category panel sidings rmrled at shiplap edges useahearvalueafor /e category panels. ; eShiplap edges must be double-palled•'one nad must be Placed In the underlap and a second nal must tie placed in the overlap at the nadapec6rgapetlriWrwtiroapplteabteshearvalue. Fasteners must not be installed in panel siding grooves in the geld of the parcel siding or wtwin the parcel stdintg tgrOpves occur at aft edges ofItmpanelsiding. TABLE 2a--L"SIDING - IMXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING D.ESION WIND SPEED, V w'- PERFORMANCE CATEGORY MAXIMUM WALL STUD SPACING' Inches) SIDING WIDTH titchea) MAXIMUM ALLOWABLE WIND PRESSURE pa!) MA)MMU1111 NOMNAL (ALLOWABLE) WIND SPEED, V d (mph) Wind E:poeure Category B C D a/e 18 8 so 170 150 140 8' 79 . 170. 150 140 12 50 . 140 120 111) 7/16 18 6 170 1150 140. 8 76 170 150 130 12 49 140. 120 110 24. 71 170 145 130 8 51 165 120 110 12. 32 110 90 90 One fastener Per Stud Mated is bXh from the top edge of the .aidirV. Each successive course of lap siding must overtop a minimum of 1 Inch. Fastener must have a' minimum head diameter of 0.297 inch, a mfnunum shaft diatnater of'0.113 inch and a minimum length of 2.5 inches (8d boo-nalll. - .. ; . . Tabulated values assume full penetration of the fastener Into the wall studs, I.e., fastener penetration = fastener length - siding thk)mess. ' Wall studs must have a.minlmum specific gravity of 6.42. Three -second -gust: based on wind pressures acting towardand away from building surfaces: at 3D4mt height In Zone b vrhh smallest effective area per Chapter 8 of ASCE 7-05, Section R3012 of the 2009/2012 IRC, and Sedlon 1609A A of the 2009 IBC. ESR-1301 Most Widely AtxgVo and Trusted Page 4 of 7 TABLE 2b--LAP S/DINO-MA)Qmu if ULTTIMATE COMPONENT AND CLADDING DHSKiN WEND t3PEED, V erx. PERFORMANCE CATEGORY MAXIMUM WALL STUD SPACINt3 Inches) 31D1NG WIDTH : inches) MAXIMUM ULTIMATE WIND PRESSURE V> MAXIMUM ULT.m1ATE DESIGN WIND SPEED, V,s' (mph) . . 111firtd Exposure Category B C D 18 6 133 200 180 t80 131 200 180 180 12 83 180.'• 150 140 C... 04.. LJ _ 16 6 133 20D 180 180 8 127 200 180 180 12 81 180 150 140 24 8.' 119 200 100 180. 8 85 180 150 140 12. 54 140 120 ' - I15 One fastener per stud located'/.• inch from the top edge of the siding. Each successive course of lap aiding runt overlap a minfmum of1Inch. Fastener muss have a minimum head diameter of 0.297 inch, a minimum shaft diameter of 0.113 Inch end a mintrrnxn length of2.5 inches (8d box nag). tabulated values assume full Penetration of the fastener into the wall studs, Le., fastener penetration fastener lerglh — siding thickness. lM1feO studs must have a minimum specific gravity of 0.42. Three-seoond-qusk bated on wind pressures acting toward and away from building su ISM, at 304eet height In Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Secton 1609.1.1 of the 2012 IBC.' TABLE 32—PANEL SIDING; . MAXMWM NOMINAL (ALLOWABLE) CONIPONENT AND CLADDING DESIGN 1MND SPEED, V.d' PERFORMANCE CATEGORY MAIQIMUNI WALL STUD 9PACUIG' inches) FASTENER SPAGN63 htdtes 0.G.) NtA7C161t1M ALLOWABLE tMND PRESSURE (psf) MAXIMUM NOMINAL ALLOWABLE) WIND SPEED, Vm' (rnph) Edgee Field Wind Exposure Category B C D 3/8 18 g 12 46 130 110 105 6 80 17D' 150 . 140 24 6 12 31 110 80 85 6 81 150 130 120 71, 18 8 12 43 130 110 105 8 80 17D"' 150 140. 24. 6 12 30 110'•. 90 85 6 59 150 • 130' '' 120 yin 16 8 12 41 130 110 . 100 8 80 170 ' 150 140 24 ' 6 12 27 165 90 8 55 150 . 125 110 pa. i nyai - !.o Rpn. Tabulated values assume full penetr2tion of the fastener into the wag shtds, i.e., fastener perietretion - fasterro? length — tdding thlclums'. IVAfl ends must haves minimum gmc8ic gravity of 0.42. Fastener must have a minimum head diameter of 0.297 Intl, a minimum shaft diameter oT 0.113 Inch and a rrdnimum length of 2.5 Inches Pd boot nai0. . Mree-s c -gust: based on.wind pressures acing Wward and away from (wilding surfaces, a130460 In Zone 5 with smallest effective area Per Chapter 8 of ASCE 7-05, Section R301.2 of the 2009/2012 IRC, and Section 1809.1.1 of the 20091SC. " ESR-1301 J MW Wdely Accepted and Trusted Page 5 of 7 TABLE 3b—PANEL SIDING - ItOAX NUN ULTIk4TE CMPONENTAND CWDDINp OF_St[iN WIND SPEEq vd,' PERFORMANCE CATEGORY MAXIMUM WALL STUD SPACING' finches) FASTENE!R SPACING', inches o.c.) MAXIMU51 ULTIMATE WINO PRESSURE 1t NAXIMURil ULTIMATE DESIGN - WIND SPEED, V,,,' (mph) Edg" FIetA Wind Exposure Cetogory B c D 3/e 16. 6 12 77 ISO.. 150 130 . 6 133 200 180 ' 180 24 " 8 12 51 140... 120 110 6 102 200 . 160 150 16 6 A2 74 160 • . 140 130 6 133 200 180 180. r/1a 24 8 12 50 140.. 120 110 6 99 200 160 150 16 6 12 69 160 140 • 130. 6 133 200 100 1 t1010132 24 -. 0 12 46 130 115 8 92 180 160 150 Tabulated vatues'asstuns fun penetration Of the fastener Into the wail studs, Le., fastener penetration = fastener length — sidhhp thickness. 2WSM etude must have a mtnhwm sp& tG gravity Of 0.42. Fastener must have a Mrdmum head diameter Of 0.297 Inch, a minimum shaft diameter of 0.113 Inch and a minimum length of 2.5 Inches80boxnaio. Three Second gust: based on wind PressUM acing toward and. away tram building surfaoes, at 30-feet height In Zone 5 -vah smallesteffectiveareaperChapter26ofASCE7-10 and Seclfon 1609.1.1 of the 2012 I BC. TABLE 4a--LAP SIDING - MAXVAUM NOrANAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED. V..d': PERFORMANCE CATEGORY NMINIUM WALL STUD SPACING' finches) SIDING WIDTH Inches) MAXIMUM ALLOWABLE WIND PRESSURE tlmn MAXIIIIIUM NOMINAL (ALLOWABLE) WIND SPEED, V. d' (mph) . Wind Exposure Celegory B C D h 18 6 78 170. 150 130 0 58 160. 125 110 12 35 120 100. g0 C' r06 4 h....`._nc. 18 6 78 170 150 130 8 86 ISO 125 110.. 12 35 120 100 00 ' 24 6 52 145• 120 110 8 37 120 100 90 12 . 24 go.- One fastener Per stud located Y44 InC h from the top edge of the siding. Each successive cmume of. lap siding must overtap a mtnimuni of 1Inch. Fastener must have a minimum head diameter of 0.207 inch, a mirdrrium shaft diameter of 0.113 Inch and a minimum length at 2.5 inches (8d box nail). Tabulated h shte8 assume a'fasterterpenett*ion of V/_ Inches Into the wail rtvft. Wa0 studs must have a mintrrttml spedk gravity of 0.42.: Three - second -gust; based on wind pressures acting toward and away from building curfaeos, at 30feet height in Zone 5 wi0h ama0eat effectiveareaperChapter6ofASCE7-05. Section R301.2 of the 2009=12 IRC, and Section 1669.1.1 of the 2009 IBC. ESR-1301 I Most Wide Acimpted and Trusted Page 8 of 7 TABLE 4b-LAP SIDING-1NH7Q1" ULTIMATE COMPONENT AND CLADDrNO oESICN WIND SPEED, v,'-2 PERFORMANCE CATEGORY VIAXIMUM WALL STUD SPACING' lh+cihasi SIDING . VADYH ' inches) MAXIMUM ULTIMATE WIND PRESSURE MA)QNIUM ULTIMATE DESIGN WIND SPEED, V A4 (mph) . Wind Exposure Qift9ory g C D h 18 8 130 200 18D 18D 8 93 180 160 .: 1 S0 ' 12 Be. ISO 130 12D 18 e 130 200'- 180' 180 8 93 180. 160' 150 12 .' 59 150 13D 12D 24 6 88 180 160 140 8 82 160 130 120 12 39 126 One fastener per stud located % Inch from the top edge of the Siding. • Each successive course of lap skiing must ehiertap a minimum ofiInch. Fastener must have a minimum head diameter of 029T Inch, a mlydmum shaft diameter of 0.113 Inch and a minimum length of2.5 inches (8d box nail). ZTabrdated values assume a fastener pwmtmtlon of 1112 Inches Irtb the wall studs. Wall Studs must have a minimum spedfic gravity of 0.42. Three -Second -oust; based on wind pressures acting toward and away from building surfaces, at 30-feet height In Zone 5 with SmallesteffectiveareaperChapter28ofASCE7-10 and Section 1609.1.1'of the 2012 IBC. TABLE 62—PANEL SIDING - YA)UMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADD[NG DESIGN WIND SPEED, V w' PERFORMANCE CATEGORY. MAKLNUM WALL STUD SPACING' inchisy FASTENER SPACING' tnchas o.o) MAXIMUM ALLOWABLE WIND. PRESSURE (Psf) MAXWUM NOMINAL WIN DND SPEED, V w (mph) Edgee Field Wind Exposure Category B. C D . 1s g 12 32 110 90 g0 6 65 1 SO . 130 125 24 6 12 22 90 6 43 130 110 100 te 18 8 1z 32 110 • 90 so 6 es 150 130 • 125 24 6 12 22 90 B 43 130 110 100. ol 16 6 12 32 110 go 90 6 86 160 130 125 24 6 12 22 90 6 43 130 110 100 pa. - ..ov ra.. mPn = i.o 1cpr1. Tabulated values assume a fastener penetration of 02 Inches Into the wall studs. 21A81I thuds mitst have a minimum specific gravity of 0.42. ' Fastener must have a minimum head dlameter of 0.297 htxi, a rrUninnun shall diameter of 0.113 inch and a mhft!jm length of 2.5 Inches8dboxnalq. Three -second -gust; based on wired presst s acting toward and enray from injUd'uhg surfaces, at 30 feet In Zone 5 with smallest effective areaperChapter6ofASCE7-05, Section R301.2 of the 2009MI 2 IRC, and Section 1809.1.1 of the 2000 IBC. - ESR-1301 I Most Widely Acoeptedend Trusted Page 7 of 7 TABLE Sit --PANEL SIDING - M=mU130 ULTIMATE COMP16NENT AND &ADDING DP.SIGN WIND SPEED, V..' PERFORMANCE CATEGORY NAXIU M WALL STUD SPACING' pnettea). FASTENER BPAgNt3' inches PACING' iMAIOMtJW ULTIMATE WIND PRESSURE MgXiNItIM ULTIMATE DEfi1GN WIND SPEED V m* (mph) Ed' gas Field 1ftd Exposure Catogory B C D 3/s 16 6 12 54 140 . 120 115 9 108 200 160 160 24 6 12 38 120 6 72 160' 140 130 1e 16' 6 12 54 140 120 115 6 108 200 160 160. 24 . 6• 12 36 120 6 72 160 140 130 10/32 16 6 12 54 140 120 115 . 6 108 200 160 160 24 6 12 ' 36' 120. 6 72 160 140 1.30 Tabulated values assume a fastener penetration of 1112.Inches into the waft studs. WS11 studs must have a minimum specific gravity ot0.42. 3Fastener must have a minimum head diameter Of 0.297 inch. a mUdmum shaft diameter of 0.113 inch and a minknum length of 2.5 inchesBdboxnaFf). Three-seWnd-gust based on wind pressures acting toward and away from bufldirV stufaces, at 30deet height in Zone 5 with smallesteffectiveareaparChapter26WASCE7-10 and Section 1009.1.1 at the 201216C. DISCLAIMER APA Product Report' Is a trademark of APA — fie Engareered Woad Assodatfon, Tacoma, Washington. ICC-ES Evaluation Report.b a trademark of ICC Evaluatiori Service. LLC (1CC,-ES). The information conWned herein is based an the product evaluation In 'acoorderice with the references noted in tide report. Neither ICC-ES, nor APA or 8s members make any warranty, e)Wrassed or Implied, or assume any "al Ilabally, or responsibility for the use, application of, and/or reference to opinions, findings, Conclusions, or recommendations Inckded in this report , The joint IC:C-E&APA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed os an endorsement of Ow sub)ect of the report or a reoomrnendatlon for its use. Consult the local turfsdlc0on or design professional to assure compliance with code, construction, and pe'rfbrmahce requirements Because neliher APA, nor ICC-ES, has any ca" over quality of workmanship or the conditions under wNch engineered wood products are usdd. It cannot aooept responsibility of product performance or.deslgns.as echraffy constructed. 11 Technical Note No. 014 LP, BUILDING PRODUM Installing LP® SmartSide® Trim and Lap Siding on Concrete or Masonry Walls over Furring Strips in Florida (volt Wind Speeds) This Technical Note is an addendum to the LPm SmartSide® Trim and Fascia, and LP° SmartSide° Lap siding Application Instructions ("Instructions"). It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips. The Instructions remain effective except as may be modified by this Note. Refer to the Instructions for all other aspects of product installation. Trim and lap siding may be installed on concrete or masonry walls over turring strips: Trim and lap siding must be installed over a minimum 1x4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 0.55. o Install furring strips no more than 16"o.c. in wind speed areas less than or equal to 200 MPH' Siding shall be installed to safely support all loads, including wind loads, of the locally adopted building codes. The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load -resisting elements to the structure. The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional. LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability. Minimum Fastener Type: o Corrosion Resistant— Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank' o Shank diameter= 0.120 inch o Head diameter = 0.270 inch o Length = fastener shall fully penetrate a minimum 1/2 inch into nailable furring Caution: fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding. Page 1 of 3 Date Created: 12/C4/2015 Last Revision: 12/17/2015 Expiration Date: 06/2017 ADDRMSS 414 Union Street Sufte 2000 Nasrwue, IN TL•'I. (615) 986-5600 YAX (a 15) 958-58M VEH www.IPCorP.Com The 2012 IRC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls, except over concrete or masonry walls per Exception-1 In Section R703.1.1 of both Codes. LP always requires the use of a WRB behind LP® SmartSide® products. LP has no responsibility for any damage arising from a failure to use a WRB. Lap Siding Limitations: o For use with -Strand substrate lap (all Widths) and/or -Fiber substrate lap up to 8 inches wide only) o Excluding Cedar Shake Fiber Lap, Bold Profiles Fiber Lap, Self -Aligning Fiber Lap, and SmartLock'"' Strand Lap Fastening Requirements: o Place fasteners 3/4 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-1/8 inch o Blind nail) two fasteners per. furring strip (every 16" o.c.) I Min. 1x4 FIurring Strips I fasteners Lap.. Siding__- - 2 nails -per furring 4 nails at butt joints) Nails spaced 3/4"from top edge of lap and 3/8" from ends of lap (approximately 1" apart) 1-1/8" min. lap siding overlap. Page 2 of 3 Date Created: 12/C4/2015 Last Revision: 12/17/2015 Expiration Date: 06/2017 ADDRESS 414 Union Street Suite 2000 Nasrvllle, IN TEL ;(615) "6-5600 rAx (815) she -SEGO tYEH www.Ipcorp.cor Trim Limitations: o In Florida where high negative wind loads are a concern, box or common nails should be used. Trim nails may be used in Non -Hurricane -Prone Regions with the following cautions: Do not overdrive or countersink the fastener, nail flush with the surface of trim. Detachment of trim is not covered by the LP° SmartSide° limited warranty whether common, box, or trim nails are used. Fastening Requirements: o Two fasteners spaced a maximum of every 24 inches o.c. along the length of the trim, or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches o.c. along alternating edges the length of the trim. o Trim under 7 inches wide use a minimum of 2 nails per width. Trim 7 to 12 inches wide use a minimum of 3 nails per width. Trim over 12 inches wide use a minimum of 4 nails per width. Wind speed is Ultimate Design Wind Speed/ Zone S/ 10 ft2/ 30 foot height. See 2014 FRC. 2 Corrosion resistance and capable of preventing rust, stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years. For further information or guidance, consult your nail supplier/manufacturer. 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring -Shank Nail Withdrawal Loads of APA publication TT-109, Wood Structural Panels Used as Nailable Sheathing when tested in accordance with ASTM D 1761, Standard Test Method for Mechanical Fasteners in Wood and NDS-2015. For further information or guidance, consult your nail supplier/manufacturer. Page 3 of 3 Date Created: 12/04/2015 Last Revision: 12/17/2015 Expiration Date: 06/2017 ADDRESS 414 Union Street Suite 2000 wasrvme, i N TEL (615) 986-%00 VAX (615) gee-5W6 IVED wwwJpcorp.com Florida Building Code Online Page 1 of 1 w Professional Rego BCIS Home i Log In - User Registration Hot Topic I Submit Surcharge ; Stats S Facts : Publications i FBC Staff ; BCIS Site Map r Links Search b a1114401%— n f, _ ,t;, Product Approval Itl' USER: Public User Product Approval Menu > Prpduct or Aeplicatlon Search > Application Ltd Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Spareh Ra culbl - Annitcartinnro FL# 17206.1 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL ELA Tvoe Manufacturer Validated By Status FL17206- R3 Affirmation WOODLAND INDUSTRIES, INC. Locke Bowden Approved History FL#: FL17206.1 334) 300-1800 Model: TYPE I AND TYPE II underlayments-HVHZ Description: # 15 and #30 Asphalt -Saturated Organic Felt Category: Roofing Subcategory: Underlayments Approves oy uorn. Approvals oy uorn snau oe reviewea ano raoneo oy me r am/or cne tornmisswn kr necessary. Contact us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statemem :: Refund Statement Under Florida law, email addresses are pudic 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 mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees BrEnsed under Chapter 455, F.S. must provide the Department with an email address H they have one. The emails provided may be used for offictat communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click b=. Product Approval Aocryto: M fcr.o Credit Card Safe https:// www.floridabuilding.org/pr/pr_app_lst.aspx 12/2/2016 MW/J • OAOE CONSTRUCTION MATERIALS TECHNOLOGIES ACCREDITED LABORATORY TEST REPORT Report for: Woodland Industries Date: July 27, 2009 1520 Kalamazoo Drive Griffin, GA 30224 Attention: Dina Crownover Product Name: No. 15 Manufacturer: Woodland Industries Date Received: June 25, 2009 Source: Woodland Industries PRI Report No.: WII-005-02-02 Dates of Testing: July 1 — July 14, 2009 Subject: The purpose of this project was to test Woodland Industries No. 15 asphalt felt underlayment for compliance with the Florida Building Code 2007, Sections 1507.2.3, 1507.5.3, 1507.6.3, 1507.7.3, 1507.9.3, and 1507.8.3: Underlayment using ASTM D 4869-04: Standard Specification for Asphalt -Saturated Organic Felt Underlayment Used in Steep Slope Roofing, Type 1 (#8) and for compliance ASTM D 4869-05": Standard Specification for Asphalt - Saturated Organic Felt Undedayment Used in Steep Slope Roofing, Type 1 (#8). Test Methods: The test methods used included those found in ASTM D 4869: Standard Specification for Asphalt -Saturated Organic Felt Underlayment Used in Steep Slope Roofing and including: ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing and Waterproofing; ASTM D 228: Standard Test Methods for Sampling, Testing, and Analysis of Asphalt Roll Roofing, Cap Sheets, and Shingles Used in Roofing and Waterproofing; ASTM D 1922: Standard Test Method for Propagation Tear Resistance of Plastic Film and Thin Sheeting by Pendulum Method, ASTM D 6136: Standard Test Method for Kerosene Number of Unsaturated (Dry) Felt by the Vacuum Method; ASTM F 1087: Standard Test Method for Linear Dimensional Stability of Gasket Material to Moisture. Sample The sample received from Woodland Industries on June 25, 2009 and was a full factory Description: labeled roll of felt. WII-005-02-02 PRI Accreditations: IAS-ES TL-189: State of Florida TSTS878: Metro -Dade 06-1116.02; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PRI Cwsbuc0Dn Materials Techwk)4es, LLC 6408 Badger Drlve Tampa. FL 33610 Tel: 813.621.SM Fay 813Fi21.5= email maher19s1esfing@prkmLeorn WebStE httplhnnw.prbmtcom M, Woodland Industries Laboratory Test Report for No. 15 Fell Page 2 of 3 r Results of Testina: Property.. 5. Materials and Mfg. 5.1 Saturation Uniformity D 4869 Requirement Pass Uniform 5.2 Upon tearing 6.r Physical Requirements Tear-Strength- D 4869 Pass No lumps or fore' n sub. MD 0.72 0.45 min CMD 0.96 0.45 min Pliability @-73'F ., D-146 MD Pass Pass 0.5" CMD Pass Pass 0.5" Loss on Heating @ 221°F, % D 146 2.45 6 max Liquid Water Transmission D 4869 Pass Pass Breaking Strength, Ibf/in • D -146 MD 53 30 min CMD 16 15 min Dimensional stability, % - - . F 1087 • ' ._ MD Low to high humidity 0.32 2.00 max CMD Low to high humidity Width of roll, in D 146 2.00 36 2.00 max 36 t 0.7%" Area of roll, sq. ft. D 146 368 432 A min Net mass, satd. felt, Ib/100 tt2 D 146 9.3 8.0 min Net mass saturant, Ib/100 ft2 D 146 4.7 4.0 min Net mass desaturated felt, Ib/100 ft2 D 146 4.3 4.0 min Saturation by wt., % D 146 109 100 min Moisture at time of manufacture, % D 95 2.0 2.0 max Saturating Efficiency, % by Wt. D 4869 78 75.0 min 6.2 Unrolling at 32°F and 140°F D 4869 Pass Shall not crack or be sticky as to cause tearing or other dams e Note A: Or, as agreed upon by purchaser and seller. WII-005-02-02 PRI Accreditations: IAS-ES TL-189; State of Florida TST5878; Metro -Dade 06-1116.02: CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PRI Com mmOm K-Aerials Technologies, U.C. 6408 BMW Drive Tampa, FL 33610 Tel: 813.621,V17 Fax 813421.5840 email materlalstestcq®prkml com WebSite: holhnw priamtcom Woodland Industries Laboratory Test Report for No. 15 Felt Page 3 of 3 Statement of Compliance: This product complies with all of the requirements the Florida Building Code 2007, Sections 1507.2.3, 1507.5.3, 1507.6.3. 1507.7.3, 1507.9.3, and 1507.8.3: underlayment using ASTM D 4869-04: Standard Specification for Asphalt -Saturated Organic Felt Underlayment Used in Steep Slope Roofing, Type 1(#8). This product also complies with all of the requirements of ASTM D 4869-05t7: Standard Specification for Asphalt - Saturated Organic Felt Underlayment Used in Steep Slope Roofing, Type 1 (#8). Limitations: Not for use in Dade County. Signed: Donald C. P olio President Date: t Signed: Duc T. NgLKeo Florida Registered fessional Engineer P. E. Number: 65034 Date: - ! c7W f WII.005-02-02 PRI Accreditations: IAS-ES TL-189; State of Florida TST5878: Metro -Dade 06-1116.02; CRRC The test results, opinions, or interpretations are based an the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in arty form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PRI Calsiruabn Matetia6 Tedv ologies. LLC. 64M Badger D W Tampa, FL 33610 Tel; 813.6215777 Fmc 813.621-SNO Primal rrkXerlaWesUtg@pnuN.arn MebSite. h pJVnvw.p kmt cem Florida Building Code Online Page 1 of 1 a; l Professional Regulation OeMINOr[I ANOT 06Mt DOM DltrrtrOal CDaTACf DtM Lodr ®Product Approval a. USER: Public user Product Approval Menu > Product or Apoliratbn Search > Application Ust Search Criteria Code Version 2014 FL# 10674.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications M T M tlenufacturer Yalldated By Status FL10674- Revision Owens Coming John W. Knezevlch, Approved au FL#: FL10674.1 PE History Model: Owens Corning Asphalt Roofing Shingles and Starters 954) 772-6224 Description: 3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge shingles Category: Roofing Subcategory: Asphalt Shingles Approved by DSPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission it necessary. Contact U3 :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 8504117-1824 The State of Fonda Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement:: Accessiallty Statement:: Refund Statemem Under Florida law, small addresses are punk records. It you do riot want your e-mail address released In response to a puck -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any Questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However emall addresses are public record. If you do riot wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick IIM. Product Approval Accepts: rCfRi Credit Card Sate https://www.floridabuilding.org/pr/pr_app_lst.aspx 12/2/2016 TRINITY; ERD i EVALUATION REPORT Owens Corning One Owens Corning Parkway Toledo, OH 43659 EXTERIOR RESEARCH & DESIGN, LLC. Certr(iaote of Authorization N9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 037940.02.12-117 FL10674 4U 2 Date of Issuance: 02/06/2012 Revision 7: 04/18/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LASEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity(ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 8. Prepared by: Robertl.M. Nieminen, P.E. Florido Registration No. 59I66, Florido DCA ANE1983 r; F•;- sC yr •s G' The facsimile seal appearingveas authorized by Robert NIeminen, RE on04A8/2M6. TNsdoes riot serve asanelectronicalbsigned dottanenc Si Vied, sealed hardcopieshaie been transmitted to the Pr oMa Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD does not have, nor does it intend to acquire or will it acquire, a Financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY °ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS. - Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 3. REFERENCES: Entity Examination Reference Date UL LLC (CER9626) Physicals & Wind Resistance Fie R2453, Vol. 3 02/15/2007 UL LLC (CER9626) Physical s& Wind Resistance 20120516-132453 05/16/2012 UL LLC (TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC (TST9628) Physicals& Wind Resistance 4786093137 02/01/2014 UL LLC (TST9623) Wind Resistance 4736126532 02/10/2014 UL LLC (TST9628) Physical Properties Classification letter 02/13/2014 UL LLC (TST9628) Physical Properties Classification letter 10/02/2015 Miami -Dade (CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation, R2453 Exp. 08/20/2017 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic' and Supreme' are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Berkshire are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.3 DevonshireT" are fiberglass reinforced, 5-tab asphalt roof shingles. 4.1.4 Duration", TruDefinition" Duration, Duration Premium Cool, TruDefinitione Duration Designer Color Collection, TruDefinition Oakridge", Oakridge" and WeatherGuard" HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire' Hip & Ridge Shingles, High Ridge, WeatherGuard' HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidge T" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4. 3 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. 5. W RATIONS: 5. 1 This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically forthat purpose. 5. 2 This Evaluation Report is not for use in the HVHZ. 5. 3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product Exterior Research and Dosign, I.I.C. Evaluation Report 037940.02.12-R7 Certifcate of Authorization #9503 FL10674-1112 Rovislon 7:04/18/2016 Page 2 of 8 TRINITY' ERD 5.4 Wind Classification: 5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to VA = 150 mph (V it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to V,,,d = 150 mph (Vast = 194 mph). Referto Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underltayment" 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6_2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Berkshire shingles require minimum five (5) nails per shingle. WeatherGuard HP shingles require minimum sic (6) nails per shingle. Devonshire'" shingles require minimum sot (6) nails per shingle. Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below for details. 6.2.5 Minimum Nailing— Starter Strip Shingle and Starter Strip Plus: Felt underlayment i Desk Sell -adhered WearmerLodP underlovntent Drip_, edge Drip edge Nails located 2"-3' from eave Install first Self-sealing a&rodve Starter Strip positioned along eave shingle With 6" removed Starter Strip shingle overhangs eaves and rokes'V411" Exterior Research and Design, LLC. Certijkate of Authorhatlon #9603 FeRunderhyment Deck SdF+diered WealhaLocka undertaomcm Drip Drip edge MD Nab located r-7"from Save into! Fast Starter Strip Piu Sdkealmgedhesive with 6" removed ---+ poiflo^wd along em Stertar Strip t#s ove"s eaves and raker V/8-3/V Evaluation Report 037940.02.12-R7 FL10674-R12 Revision 7: 04/18/2016 Page 3 of 8 6.2.6 Minimum Nailing — Classic" & Supreme: Normal blensard or Area pare Wind Areas High Wind desvanes y Ana par& vianfos norrrraiii Areas vionfos faartes IAI r. ' IB Z it I? Exposure E.posickin 6.2.7 Minimum Nailing— Berkshire": Seabra sWp LaVa de sefsda r-- • t -- • --I t• Standard Fastening Pattern Exterior Research and Design, I.I.C. Certifkate of Authorkation 09503 1 IA TRINITY i ERD Normal Ma&eard or Area pare Wind Aroae High Wind desvanes y An& pore vienwo norms d&s Areas vlonros fuartas 2' IB r=. . B 6!8' Exposure Eapostaidn seslun strip La tua do sobdar Q7- mansard or steep dope Fastening Pattern 6-Nail Fastening Pattern Evaluation Report 037940.02.12-R7 FL10674-R12 Revision 7: 04/18/2016 Page 4 of 8 6.2.8 Minimum Nailing— Devonshire'": 53/8•exposure Sealant location Exposidon de 5 £/8 pull; Ubindbn dol u0ador iTRINITYIERD Nails av Ten I" Spots of Asphalt Roof Cement Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing — Duration°, TruDefinition° Duration, Duration° Premium Cool & TruDefinition' Duration' Designer Color Collection: 4-Nail Fastening Pattern 2. X..bsM U_man M4 iyp" 1` Ir 1r - S .InrE F1 F F] Standard Fastening Pattern Exterior Research and Design, I.I.C. Cert fkote of Ruthorhatkrr 119503 Mail Fastening Pattern au.wrsrasama au,mm 1' 1r Not lyvltI t[U 6-Nail Fastening Pattem Evaluation Report 037940.02.12•117 FL10674•R12 Reels lon 7: 04/18/2016 Page 5 of 8 TRINITY 1 ERD 6.2.1 MinimumNailing-TruDefinition'Oakridge°,Oakridge®: 4 hUl Pdtorn Ewy ma eon 4 dams r t. 1• tz• —I H— rr —>I 66A• bcpasuro Nafk 6 6/9.6xpM Fxpxldan d- Waptig Cbras Expoddon de 6 Vi prdg. Standard Fastening Pattern 6 Nall Pattom Esgaema con 6 caws r r tr —sl k— t2• l 66/7'F Ipostlw Nab 66/g"lu own pWd6n de 6V9Pteg. Erpostddrh de 6 "ptag 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 wrl.ea r..rol q — wkm r nn `1111:1 1 IT LI., F s• rON 1• Sews of A.M.2 Moeller Cv—s Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing— WeatherGuard° HP: Viols ildr view Was bard tb ltar 7h6 s l aiil {is Cbr taioei Exterior Research and Design, LLG CerUJkote of Authorhation #9503 Evaluation Report 037940.02.12•R7 FL10674•R12 Revision 7: 04/18/2016 Page 6 of 8 t TRINITY ! ERD 6.3 Hip & Ridt;e Shinales: 6.3.1 Installation of Berkshire' Hip and Ridge Shingles, High Ridge, WeatherGuard' HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using four 4) nails per shingle. Installation of DuraRidge'" Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand -sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing— Berkshire° Hip & Ridge and High Ridge: Fig. t wl,wanMelfin C I I I I r L>POSVC .* N% C Fig. 2 WpNw 9d.m— NBC• NAM durm i r 4 Y vnra r IUI1 1 tr 6.3.4 Minimum Nailing— WeatherGuard° HP Hip and Ridge: Exterior Research and Design, LLC. Certijkote of Authorhotlon 09503 Fig. C Hip & Ridge Shingle Fastening Top V Crr NAM wlb a - r » I 12 Evaluation Report 037940.02.12-R7 FL10674-R12 Rovis ion 7: 04/18/2016 Page 7 of 8 6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevading Wind Direction Sedant Strip 6' Eirposura Fasten 71h' Corc Etposed Fntorror with Roof Cement E TRINITY 1 ERD Standard Foetoning Pattem Y1 '•' Y Sealam 7' h• Exp9sure 12• i 6. 3.6 Minimum Nailing — DuraRidge •m Hip & Ridge Shingles: Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. PnWQi!ne Wbd 6ir•cdar a— Dinei•e doronm[•dr wn[ 0 raoda+ delrlrnm prodornimnt• Nolb - ----• 1-- = CLTIq \ I 1 I I i ! 1 Pell Top Yliv Vr• e• pin Oei 2Yi • pncrp Cgdoe ' auaNrr • Ck. I 1 I u IFaaC r I I• 12 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7. 2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507. 2.7.1 / R905.2.6.L 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to property evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625 ; (414) 248-6409; karen.buchmann@ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLG Evaluation Report 037940A2.12•R7 Cert4kote of Authorizatlan 09503 FL10674• R12 Revision 7: 04/18/2016 Page 8 of 8 Florida Building Code Online Page 1 of 1 It Professional a SCIS Flome ! Log In - User Registration Hot Topic I Submit Surcharge ; Stats 8 Fads ; Publications I FBC Staff . BCIS Site Map Links Search b a j ' Product Approval I USER: Public User Product Approval Menu > Product or Aoolkatlon Search > Application L1ct Search Criteria Code Version 2014 FL# 17588 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Auolications ELA Type Manufacturer Validated By Status FL17588 New Flood Solutions, LLC ICC Evaluation Service, LLC. Approved Category: Panel Walls 205) 599-9800 Subcategory: Wall Louver Approved by DSPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the ComrPossion If necessary. Contact Us :: 2601 Mir Stone Road. Tallahassee FL 32399 Phone: 850487-1824 The State of Florida Is on AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy statement :: Aaoessibility Statement :: Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a pudic -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., Please dick hM. Product Approval Accepts: M _1 1 Credit Card Sale https://www.floridabuilding.org/pr/pr_app_lst.aspx 12/2/2016 ICC Evaluation Service, LLC Los Angeles Business/Regional office 36o Wor!urun Mill Road WhiCLk(, CA yo6or ICI: SS2.6yg•u5'3 ICC EVALUATION ia, : 561.635.46 iq SERVICE Certification of Independence for Evaluation ICC Evaluation Service, LLC 1). ICC Evaluation Service, LLC, does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. 2). ICC Evaluation Service, LLC, is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3). ICC Evaluation Service, LLC, does not have, nor will acquire, a financial interest in any company manufacturing or distributing products for which reports are being issued. 4). ICC Evaluation Service, LLC, does not have, nor will it acquire, a financial interest in any other entity involved in the approval process of the product. Shahin Moinian President, ]CC Evaluation Service, LLC INSTALLATION INSTRUCTIONS MODELS: FS AND FS-HEX IMES CERTIFIED - ENGINEERED FEMA COMPLIANT FLOOD VENTS What you'll need: 1" Concrete/wood/metal screws which is dependent on what type of wall you will be fastening into 1" Anchors for concrete wall installation Power Drill 1/4" Masonry Bit or 1/4" wood drill bit (dependent on what type of wall you will be fastening into) Screwdriver Hammer Level Exterior Caulking Flashing, if needed, for an opening with a cavity in the wall (optional) INSTRUCTIONS: R • "NOTE BE SURE THAT MUQM OF OPENING IS LESS THAN 12' ABOVE THEAD/ACENT GRADE.""" Step 1: PROVIDE A CLEAN, SQUARE AND LEVEL ROUGH OPENING Step 2.APPLY FLASHING AROUND THE INTERIOR OFTHE WALL OPENING IF THERE ISA CAVITY IN THE WALL (optional) Step 3: LAYOUTTHE VENT SO THE OPEN AREAS OF THE VENT HAVE A CLEAR OPENING BEHIND THEM. Ste : MAKE SURE VENT IS LEVEL Step 5: MARK HOLES ON WALL AND THEN REMOVE VENT FROM OPENING FOR CONCRETE WALLS: Use Concrete Screws and Anchors FOLLOW STEPS 1-5 ABOVE Step 5: DRILL HOLES 1-1/4"DEEP INTO CONCRETE/BLOCK WALL Step 6: FULLY INSERT ANCHORS INTO WALL, TAPPING ANCHORS INTO PLACE USING A HAMMER MAKING SURE ANCHORS ARE FLUSH TO THE WALL Step 8: REPLACE VENT INTO OPENING Step 9: SECURE ALL SCREWS THROUGH HOLES INVENT INTO ANCHORS SET IN WALL Ste: CAULK AROLIND PERIMETER OF VENT TO HELP PREVENT WATER FROM SEEPING BEHIND THE FLANGE FRAME FOR WOOD WALLS: Use Wood Screws FOLLOW STEPS 1-5 ABOVE Step 5: DRILL HOLES 1/2" DEEP INTO THE WOOD WALL to :REPLACE VENT OVER THE OPENING Step 7: SECURE ALL SCREWS THROUGH HOLES INVENT INTO THE WOOD WALL Step 8: CAULK AROUND PERIMETER OF VENT TO HELP PREVENT WATER FROM SEEPING BEHIND THE FRAME FOR INSTALLATION INTO DOORS: FOLLOW STEPS 1-5 ABOVE Step 5: IF THE DOOR IS NOTA SOLID DOOR, USE ALUMINUM FLASHING AROUND THE PERIMETER OF THE HOLE Step 6: DRIVE WOOD OR METAL SCREWS THROUGH PREDRILLED HOLES IN VENTS INTO WOOD FRAMING Step 7: CAULK AROUND PERIMETER OF VENT TO HELP PREVENT WATER FROM SEEPING BEHIND THE FLANGE FRAME FLOOD SOLUTIONS, LLC. One Industrial Park Drive Bldg. 27 Pelham NH, 03076 Toll Free: 1-800-325-9775 In NH: 603-595-5222 Fax: 603-595-4778 www.tloodsolutions.com info®tloodsolutions.com r icc Euniva ioNSSERVICE IC - Report ICC-E=S (800) 42 3-6587 {562) fi99-0543 www.icc-es.org Most Widely !1111011111and Trusted 0[2-377 0 0 Reissued 03/2•Q15 Thi report is subject to renewal Q 3/2016 a DIVISION: 08 00 00—OPENINGS SECTION: 08 95 43—VENTS/FOUNDATION FLOOD VENTS REPORT HOLDER: FLOOD SOLUTIONS, LLC ONE INDUSTRIAL PARK DRIVE, BUILDING 27 PELHAM, NEW HAMPSHIRE 03076 EVALUATION SUBJECT: STATIC FLOOD VENTS ICC ICC ICC ` C C PMG LISTED Look for the trusted marks of Conformity! 7621nmil20I4RecipientofPrestigiousWesternStatesSeismicPolicyCouncil WSSPC Award in Excellence" NI[RNAukaiiASubsidiaryofCODECaUNnI' ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not s"CG*15 specifically addressed nor are they to be construed as an endorsement of the subject of the report or a t recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied as to anyfinding or other matter in this report, or as to any product covered by the report. C m+ muca+ . Copyright © 2015 IMES Evaluation Report ESR-3760 Issued March 2015 This report is subject to renewal March 2016. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 08 00 00—OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: FLOOD SOLUTIONS, LLC ONE INDUSTRIAL PARK DRIVE BUILDING 27 PELHAM, NEW HAMPSHIRE 03076 800) 325-9775 www.floodsolutions.com i nfoOfloodsolutions.com EVALUATION SUBJECT: STATIC FLOOD VENTS 1.0 EVALUATION SCOPE Compliance with the following codes: 2015, 2012 and 2009 International Building Code® 2015, 2012 and 2009 Intematfonal Residential Cade® Property evaluated: Water flow 2.0 USES Flood Solutions' static flood vents are used to provide for the equalization of hydrostatic flood forces on exterior walls. 3.0 DESCRIPTION 3.1 General: Flood Solutions' static flood vents are engineered, permanently open flood vents with no moving parts that automatically allow flood waters to enter and exit enclosed areas. The vents are constructed of aluminum and available in four models. See Table 1 for model designations and sizes. See Figure 1 for illustrations of the flood vents. 32 Engineered Opening: The Flood Solutions static flood vents comply with the design principle noted in Section 2.622 of ASCE/SEI 24 for a rate of rise and fall of 5 feet per hour (0.423 mm/s). In order to comply with the engineered opening requirement of ASCE/SEI 24, the static flood vents must be installed in accordance with Section 4.0 of this report. 3.3 Ventilation: Flood Solutions' static flood vents may be used to supply natural ventilation for under -floor ventilation. See Table 1 A Subsidiary of the International Code Council° for net free area for under -floor ventilation provided by each of Flood Solutions' static flood vents. 4.0 DESIGN AND INSTALLATION The Flood Solutions static flood vents are designed to be installed into walls or doors of existing or new construction from the exterior side. Installation of the vents must be in accordance with the manufacturer's instructions, the applicable code and this report. In order to comply with the engineered opening design principle noted in Section 2.6.2.2 of ASCE/SEI 24, the vents must be installed as follows: With a minimum of two opening on different sides of each enclosed area. With a minimum of one vent for the square footage of enclosed area noted in Table 1. Below the base flood elevation. With the bottom of the vent located a maximum of 12 inches (305 mm) above grade. 5.0 CONDITIONS OF USE I he static flood vents described in this report comply with, or are a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 1 he static flood vents must be installed in accordance with this report, the applicable code and the manufacturer's installation instructions. In the event of a conflict, the instructions in this report govern. 52 The static flood vents must not be used in the place of breakaway walls- in coastal high hazard areas, but are permitted for use in conjunction with breakaway walls in other areas. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature and installation instructions. 62 Detail drawings. 6.3 Engineering calculations in accordance with ASCE/SEI 24. 6.4 Quality documentation in accordance with the ICC-ES Acceptance Criteria for Quality Documentation AC10), dated June 2014. 7.0 IDENTIFICATION The Flood Solutions static flood vents recognized in this report must be identified by a label bearing the manufacturer's name (Flood Solutions), the model number, and the evaluation report number (ESR-3760). rCC-ES Evaluation Reports are rat to be construed as representing aesthetics or any other attributes tat specifically addressed nor are they a be construed RM as an endorsement of the rubject of the report ora recommendation for its use. Mere is no wurmnry by 1CC &aluation Service, LLC, express or implied as to any finding or other matter in this report, or as to any product covered by the report, Copyright 0 2015 Page 1 of 2 ESR-3760 I Most and Trusted Page 2 of 2 TABLE 1—FLOOD SOLUTIONS STATIC FLOOD VENTS VENT SIZE ROUGH OPENING S ENCLOSED 1 NET FREE AREA MODEL WldtFi x Height) Height) Width x H AREA COVERAGE in ) Ion) hz) in FS- 1608 18 /2 X 10 /2 16 X 8 97 80.7 t FS-1616 181,X18/2 16X16 191 158.2 FS- 1412 171x 14'1 14'/, x 12 129 106.7 FS- 1608-Hex 18 /2 X 10 12 T 16 X 8 110 91.4 For SI: 1 inch = 25.4 mm, 1 It = 304.8 Available for use as under -Floor ventil FS- 1608 FS- 161I6 FS-1608-HEX I I FIGURE 1—FLOOD SOLUTIONS STATIC FLOOD VENTS AW IMES Evaluation Report ESR-3760 FBC Supplement Issued March 2015 This report is subject to renewal March 2016. www.lcc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the Intemational Code Council° DIVISION: 08 00 00—OPENINGS Section: 08 95 43--VentsjFoundation Flood Vents FLOOD SOLUTIONS, LLC ONE INDUSTRIAL PARK DRIVE BUILDING 27 PELHAM, NEW HAMPSHIRE 03076 800) 325-9775 www.floodsolutions.com i ofo®f loodsolutions.com EVALUATION SUBJECT: STATIC FLOOD VENTS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Flood Solutions' flood vents, recognized in ICC-ES master evaluation report ESR-3760, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 Florida Building Code —Building (FBC) 2010 Florida Building Code —Building (FBC) 2014 Florida Building Code —Residential (F RC) 2010 Florida Building Code —Residential (F RC) 2.0 CONCLUSIONS The Flood Solutions flood vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR-3760, compl/ with the FBC and the FRC, provided the design and installation are in accordance with the International Building Code IBC) provisions noted in the master report. Use of the Flood Solutions' flood vents has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the FBC and the FRC for structures not subject to 2010 FBC Section 2326.1 or 2010 FRC 4409.13.3.1, as applicable. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, issued March 2015. ICC-ES E%wtuation Reports are not to be constnad as representing aesthetics or any otherattributes not specificaUy addressed nor are they to be construedomasanendorsementofthesubjectofthereportorarecommendationforitsuse. There is no warranty by ICC Evaluation Service, LLC, express or impUed as NIZ to anyfinding or other matter in this report, or as to any product covered by the report. a! Copyright 0 2015 Page 1 of 1