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239 Loch Low Dr; 17-2017; SHED NO ELECTRICECREOVE CITY OF SANFORD BUILDING & FIRE PREVENTION JUL 0 5 2017 PERMIT APPLICATION I li BY: - Application No:. Documented Construction Value: S /6 9/" `T-7 Job Address: 4 ( Loch L ow e.l Historic District: Yes [INo Parcel ID: /03cO — VeZZ - 06 O — 6a7167 ResidentialW Commercial Type of Work: New ®/ Addition Al lt,,G/ er, attion R epair D/emo Change of Use Move Description of Work: G 6)('/ixIL Plan Review Contact PersoGn p LPhone: 7®X/ 91§ / O Fax: Property Owner Information / Name ' r G /Gt - Phone: G q— / f1 J22 Street: z ew Resident of property? : s City, State Zip: / /--/- 3 773 Contractor Information Name Tom Saurey (Tuff Shed, Inc.) Phone: (407) 985-2990 Street: 8524 E Colonial Dr. Fax: (360) 998-3228 City, State Zip: Orlando, FL 32817 State License No.: Architect/ Engineer Information Name- Richard Wills Street: 1777 S. Harrison St. Ste 600 City, St, Zip: Denver, CO 80210 Bonding Company: Address: CBC1253645 Phone: ( 303) 753-8833 Fax: ( 360) 998-3228 E- mail: tuffshed@permit-it.com 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. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. ` 1 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 'e 7 \ NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be 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 calculate 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 be done in compliance with all applicable laws regulating constrpoion a 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 Signature of accurate and that all work will zoning. 04/ 12/2017 Date Tom Saurey qSia ntra 6r%(ge Name t 2017 e o tary-St of C STEPHANIE BUTLER NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20024017819 MYFCOMMISSION EXPIRES 0CT08ER 11 Contractor is Personal wn o Air — 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 L _"" -4L APPROVALS: ZONING: 7-W-17 UTILITIES: COMMENTS: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: qe I. 70"7 Ok to install _L(a_x_(sgft) shed as shown on plan. Meets area and dimension regulations for the 5-AIA zoning district. Shed must be a minimum of Id It from the side property'line and a minimum of from the rear property line. Revised: June 30, 2015 Permit Application A Y Sales Consultant: i Customer Name: RANCH MODEL: F OVERHEAD VIEW SO #:i 3('p INSTALL DATE: 171r l Fle-] 3 3 Base Paint t/ S 'a 6"`/,,^//,,) Options (List): Trim Paint: t)LrLr C rj- t'i./ i p D Aese4aint(AP): J Q f — D,° jeew AP Location: 0 i t UA Shingle: _p e"el - r. r DripNent Color: Mz— Initials Customer or responsible individual will be at site at time of delivery?.......................................................................... JENO/V!!! O Is Site clean and level? (Customer understands a leveling fee will apply if site is more than 4" out of level.).........................................O Is there 18" clearance around all 4 sides of the building?.............................................................................................O Is there clear access to the building site?...............................:......................................................................................O hAj AZPIstherea110-volt/20 AMP power outlet within 100'?...................................................................................................0 Customer understands building permits, fees and all related cost of site readiness are customer's responsibility?.... Customer has been presented the "What to Expect" document?.................................................................................0-*— Customer understands that changes, cancellations or postponement once pre-fab has begun will result in restocking/rescheduling fee?...................................................................................................................... RENIsthisaNOFLOORoption?............................................................................................................................................ Does the Customer plan to insulate this building?......................................................................................................... How close to the build site can we park our vehicle?...................................................................................................... %w ft. Special Instructions: 4/ O p /, V V CUSTOMER APPRV-t Signature: „ ` Date: 46 fl ' 7 1 THIS INSTRUMENT PREPARED BY: Name: Tuff Shed Address: — 1-- E Colonial Drive, Orlando, FL 32817 NOTICE OF COMMENCEMENT Permit Number: 1 / Parcel ID Number:1V—kO--3O'_ SCILLOGt0-- 0210 GRANT HALOY9 SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8946 P3 1799 O.F'3s) CLERK'S v 2017067929 RECORDED 1_17/135,"?C11'; 02;21i."35 Ill RI-.'(:W*:DING FEES $10.00 RECORDED BY lidevore 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 strget address if available) Single Family Residence LL7T' 1 BLK G f IDUk-Cn LAKE LiRrr 1,7 P8I r7RSR 2. GENERALIFDtiCRPT ON F j 20VEMENT: 3. OWNER INFORMATTIIONl; R LESSEE INFORMATION IF THE LESSEE . ONTRACTED FOR THE IMPROVEMENT: Name and address: 7nF I / I. 51A©EM11kf.x JK JuO tTH L-j 2 ni C oct-t tow DR. 5QmFnpi }=(_ . 3zrl,13 Interest inproperty: Owner Fee Simple Title Holder (if other than owner listed above) Na Address: 4. CONTRACTOR: Name: Tuff Shed Inc, License # CBC 1253645 Address: 8524 E Colonial Drive, Orlando, FL 32817 5. SURETY ( If applicable, a copy of the payment bond is attached): Nam, Address: Phone Number: 407-282-2444 6. LENDER: Name: Phone Number: Address: Amount of Bond: 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: 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 Owner's or ssee's Authorized Officer/ Director/Partner/Manager) State of JFL-0-%K I DA County of SF.M 11-40 LF. Print Name and Provide Signatory's Title/Office) The foregoing instrument was acknowledged before me this %K 1 day of V 20 by VFIR 1 µR. 51j6EMA KER, Who is personally known to me OR Name of person making statement who has produced identification O type of identification produced JOHN P. HUNT NOTARY PUBLIC a ' STATE OF FLORIDA Corr m G111533 E ires 8/ 5/2021 CE JUL 06 2011, 1r{VI BY; yk COPY - GPAN T tv'-ALOY trto.Lv-' IJTY CLERU TUFFSHEW Storage Boilulogs a garages Tuff Shed, Inc. Multi -Jurisdictional LIMITED POWER OF ATTORNEY Date: June 16, 2017 I hereby name and appoint: John Hunt an agent of: Tuff Shed, Inc. Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. Or x The specific permit and application for work located at: 00q L9ch (,Dw Dr. Street Address) Expiration Date for This Limited Power of Attorney: 6116118 License Holder Name: Tom Saurey State License Number: CBC125364! Signature of License Holder: STATE OF COLORADO COUNTY OF DENVER The foregoing instrument was acknowledged before me this 19th day of June 2017, by Tom Saurey, who is personally known to me and did not take an oath. Signature of MERLE LEVY NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20174023626 MY COMMISSION; EXPLRESWUNE 6, 2021 Merle Lew Print or type Notary name Notary Public - State of Colorado Commission No. 2017402362E My Commission Expires: June 6, 2021 REQUIRED INSPECTION SEQUENCE BF# BUILIDING PERMIT Min Max Ins ection Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour 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: 7cq ELECTRICAL PERMIT Min Max Ins ection Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Mays Inns ection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final l ECHANICAi,iPERMIT Min Max Inspection Descri tion Mechanical Rough Mechanical Final Minn I Marc Gas Unde Gas Roug Gas Final Des REVISED: June 2014 t>'.CORD COPY NOTES: UNINHABITED UTILITY SHED 14' AND 16' WIDE x UP TO 24' LONG 1. BUILDING CODE: 2014 FLORIDA BUILDING CODE BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ) 2. DESIGN LOADING: WIND SPEED (T1609.3.1): Veit = 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) RISK CATEGORY: I COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 1) WIND PRESSURE (psf) (ASD VALUES) 59 PSF (ZONE 2, 3) BASED ON 10 SQ FT) WALL: 34 PSF (ZONE 4) 42 PSF (ZONE 5) FLORIDA BUILDING APPROVAL NUMBERS-- 1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL FL20743.1. 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6-R4. 3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL FL10674.1-R12. 4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. - FLORIDA BUILDING APPROVAL #FL17206.2-R3. 5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - FLORIDA BUILDING APPROVAL #FL5218.1-R2. — 6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS - FLORIDA BUILDING APPROVAL #FL17667.1. 7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)- FLORIDA BUILDING APPROVAL #FL17588.1. OVERHANG OPTIONS PPTR, TR/TRD800 REFER TO THE TRUSS DESIGN FOR LUMBER SIZE, PLATE SIZE, PITCH AND TRUSS SPACING 5 1Z MAX R : NOTES TRUSS NAIL PLATES ARE: EAGLE METAL PLATES ICC #ESR1082) TRUSS MANUFACTURED BY TUFF SHED w FLORIDA APPROVED ROOF UNDERLAYMENT WOODLAND o INDUSTRIES INC. 00 FL #17206.2-R3 SEE SHEET 3 FOR THE STEEL FLOOR WITH ANCHOR DETAIL 14'-0" TO 16 4' 'vVIDE r FLORIDA APPROVED OWENS CORNING OAKRIDGE 30 YEAR SHINGLES - FL10674.1-R12 OR- RAFTER FLORIDA APPROVED THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - FL5218.1-R2 DOUBLE TOP PLATE WALL FRAMING TO BE 2x4 SPF 2 OR BETTER @ 16" O.C. IF BUILDING IS LOCATED IN A FLOOD ZONE THEN FLOOD VENTS ARE REQUIRED ONE SQ INCH SCREEN FOR EVERY ONE SQ FT OF BUILDING SIMPSON H2.5A PL INSIDE AT EACH I WALL TOP OTRUSS TO WALL CONNECTION DETAIL SCALE: N.T.S. TOE NAIL 3LOCKING TO TOP PLATE SEE DETAIL 1, SHEET 4 FOR END WALL BRACING KING STUDS ( ) —CRIPPLE STUD HEADERS FOR CRIPPLES (IF REQ. OPENINGS UP TO T-0" HEADERS FOR KING STUD HEADER NAILING: USE (2) 2x4 SPF #2 OPENINGS UP TO T-6" HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER REVIEWED FOR CODE COMPLIANCE USE (2) 2x4 SPF #2 16d @ 16" STAGGERED FACE NAIL OPENINGS 3'-7" TO 5'-6" PLANS EXAMINER USE (2) 2x6 SPF #2 NAILING: OPENINGS 5'-7" TO T-0" DATE ± USE (2) 2x8 SPF #2 OPENINGS 7'-1" TO 8'-0" REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. 2x4 WINDOW SILL USE (2) 2x10 SPF #2 FLOOR DECKING NG STUD HEADERS FOR: TRIMMER STUD MAX WALL HEIGHT FOR EACH SHED: T MMER OPENINGS UP TO T-0" USE (2) 2x4 SPF #2 OR BETTER SANFORD BUILDINGyDiVlSION BASE PLATEPPTR - 8'-0 1/4" (96 1/4") B E PLATE OPENINGS 7'-1" TO 8'-0" USE (2) 2x6 SPF 42 OR BETTER TR700 - 6'-8 1/4" (80 114 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A KING STUD TR800 - T-8 1/4" (92 1/4") J oIN LICENSE TO PROCEED WITH THE WORK AND NOT AS FL OR DECKING REFER TO THE DOOR DETAIL (SHEET 2) FOR N O AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET FOR WINDOW OPENINGS UP TO 3'-0" OR O NI GS UP TO 8'-0" THE DOOR DESIGNORASIDEANYOFTHEPROVISIONSOFTHETECHNICAL sP CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT WINDOW HEADER DETAIL D 0 HEADER DETAIL O HEADER DETAIL FOR 2 0 ' 7 O< v THE BUILDING OFFICIAL FROM THEREAFTER 47FPARREQUIRINGACORRECTIONOFERRORSINPLANS, FOR SIDE WALLS FQP, 41DE WALLS END WALLS CONSTRUCTION OR VIOLATIONS OF THIS CODE 4 SCALE N T.S. SCA SCALE: N.T.S. Order #. P.O. # THESE DRAWINGS AND THE \ tj TITLE DRAWING NO. DESIGN ARE THE PROPERTY TUFF SHED, INC. \ •i ce. x TUFF Customer: Drawn B PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ti '' ` FL-PPTR-TR800-02 y' ' < BUILDING SECTIONSDRAWINGSAREFORA .• ';tS` Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED 'RICHARD J. WILLS, P.E. = ,+ Q. 683S HEADER FRAMING DETAILS REV. LEVEL 01 Site Address: AND BUILT BY TUFF SHED. _ — TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS = _ FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET ! ;. 2014 FL BUILDING CODE SHEET Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 = T ArFBuildingSize:WIDTH-LENGTH -HEIGHT -SQ. FT. AREA •' O •• RECORD. (::03) 753-8833 EXT. 5618 F '•. i/S•. P• PAGE 1 OF 4Scale: N.T.S. • H t D •@ OBUILDING SECTION SCALE: N.T.S. 7UUBLE TOP PLATE CRIPPLES (IF REQ.) DOUBLE TOP PLATE GABLE END TRUSS 3) 16d NAILS TOP AND BOTTOM AT— TYP BOLT LATCH ON FIXED DOOR FOR DOUBLE DOOR ATTACH (1) BOLT LATCH AT THE TOP AND PBOLT LATCH AT THE BOTTOM OF THE I ED DOOR. ATTACH EACH BOLT LATCH ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. LVA 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 DOOR HANDLE AND STRIKE PLATE ATTACHMENT INSTALL DOOR HANDLE PER MANUFACTURER'S INSTRUCTIONS. USE #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. ATTACH STRIKE PLATE WITH (3) 8 x 2" SQUARE DRIVE WOOD SCREWS. ROOF SHEATHING (7/16" OSB) WIDTH LENGTH I FIELD NAILING EDGE NAILING 14' 14'-24' 1 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C. 16' 16-24' 8d NHiLS @ 4" O.C. 8d NAILS @ 4" O.C. NOTES: 1. USE 8d COMMON OR GALVANIZED BOX NAILS. EXTERIOR DOOR SHEATHING 3/8" SMARTSIDE OR 3/8" SMARTSIDE WITH FOIL BACKER iKiTC!oino nnno SHEATHING HINGE ATTACHMENT 3) TUFF SHED HINGES PER DOOR/DOOR PANEL, FILL EVERY HOLE IN HINGE WITH A 8 x 2-1/4" SQUARE DRIVE WOOD SCREW. DOUBLE DOOR ASSEMBLY HINGE ASSEMBLY2SIDEVIEWOFRONTVIEW SCALE: N.T.S. SCALE: N.T.S. DOORS: STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS UP TO 47" 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. NAILING TABLE NOTES: 1. NAILING IS FOR 3/8" SMARTSIDE PANEL. 2. RETURN WALLS DESIGNATE MINIMUM WALL PANELS ON EACH END OF WALL. 3. NO SINGLE OPENING GREATER THAN 8'-0" 4. USE COMMON OR GALVANIZED BOX NAILS WITH A MINIMUM LENGTH OF 2i". 5. 3/8" SMARTSIDE FIELD NAILING: 8d 0 12" O.C. 6. ONLY ONE HOLD DOWN CONNECTORk TYPE IS REQUIRED AT INTERSECTING ENDS OF WALLS WHICH HAVE A COMMON END POST. (USE LARGER HOLD DOWN CONNECTOR TYPE.) 7. SEE DETAIL 2, SHEET 3 FOR ADDITIONAL AUGER ANCHOR LOCATIONS AND INFORMATION:. 8. SEE DETAIL 4, SHEET 3 FOR ADDITIONAL ANCHOR LOCATIONS AND INFORMATION FOR USE WITH CONCRETE SLAB. AUGER ANCHORS ARE NOT REQ'D WHEN USING CONCRETE SLAB. END WALL EDGE NAILING REQUIREMENTS MARK WALLS BEING USED END WALL WIDTH SIDE WALL LENGTH NAILING (NOTE 4) MAX. COMB. OPENING NOTE 3) MIN TOTAL COMBINED SHEAR WALL NO OPENINGS ALONG THE WALL 14' 14'-22' 8d NAILS @ 6" O.C.1 0' 14' 14' 24, 8d NAILS @ 4" O.C.1 0' 14' 16' 16'-24' 8d NAILS @ 6" O.C.1 0' 16' MIN 2'-4" RTN WALLS ON EACH END OF WALL OPENING 14' 14'-16' 8d NAILS @ 6" O.C. 4' 10, 14' 18'-24' 8d NAILS @ 4" O.C. 4' 10, 14' 14'-20' 8d NAILS @ 4" O.C. 6' 8' 14' 22'-24' 8d NAILS @ 3" O.C. 6' 8' 14' 14' 8d NAILS @ 4" O.C. 8' 6' 14' 16'-18, 8d NAILS a 3" O.C. 8' 6' 16' 16'-18' 8d NAILS @ 6" O.C. 4' 12' 16' 20'-24' 8d NAILS 4" O.C. 4' 12' 16' 16' 8d NAILS 6" O.C. 6' 10, 16' 18'-24' 8d NAILS 4" O.C. 6' 10, 16' 1 16'-18' 8d NAILS 4" O.C. 8' 8' 16' 1 22'-24' 8d NAILS @ 3" O.C. 8' 1 8' SIDE WALL EDGE NAILING REQUIREMENTS MARK MAX. WALLS END SIDE COMB. MIN TOTAL BEING WALL WALL OPENING COMBINED USED WIDTH LENGTH NAILING NOTE 4 NOTE 3) SHEAR WALL NO OPENINGS ALONG THE WALL 14' 1 14'-24' 18d NAILS @ 6" O.C. 0' 14' 16' 1 16'-24' 18d NAILS @ 6" O.C. 0'1 16' MIN 2'-4" RTN WALLS ON EACH END OF WALL OPENING 14' 14'-24' 8d NAILS a 6" O.C. UP TO 5' 9' 14' 14'-24' 8d NAILS 4" O.C. UP TO 8' 6' 14' 14'-24' 8d NAILS 3" O.C. UP TO 9' 5' 16' 16'-24' 8d NAILS 6" O.C. UP TO 6' 10, 16' 16'-24' 8d NAILS 4" O.C. UP TO 9' 7' 16' 16'-24' 8d NAILS a 3" O.C. UP TO 11' 5' a Order#. P.O. # THESE DRAWINGS AND THE \ ' f' //. DESIGN ARE THE PROPERTY TUFF SHED, INC. \ TITLE DRAWING NO. TUFF SHEDCustomer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ti•. • " E ` '(/ i FL-PPTR-TR800-02 DRAWINGS ARE FORA GENERAL NOTES Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS P.E. REV. LEVEL 01SiteAddress: _ o. 6835 _ AND BUILT BY TUFF SHED. TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS =i FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET = 2014 FL BUILDING CODE SHEET Building SIZe:WIDTH-LENGTH-HEIGHT-SQ.Ff. AREA Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 :• Scale: N.T.S. RECORD. ('303) 753-8833 EXT. 5618 % 0 Al EDP .•'cam OF PAGE 2 OF 4 40 1 12-14 X 3" HEX HEAD SELF -DRILLING SCREWS 3/4" APA OR TECO RATED T&G 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. OCACE-NIT:S. SEL SHED BASE DETAITE- SIDING TRIM ATTACH BRACKET TO STUD THRU HOLE IN ANCHOR PLATE WITH 1 /2" 0 x 7" CARRIAGE BOLT W/FLAT WASHER ON THE INSIDE AND LOCKNUT OT17SWB OR- OT24SWB A 1/2" HILTI KWIK BOLT TZ STAINLESS STEEL 304 EMBEDMENT DEPTH = 2 1/4" MIN. EDGE DISTANCE = 6" ANCHOR SPACING: RE: KWIK BOLT ANCHORS TABLE, SHEET 3 1. STEEL SHED FOUNDATION: 60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED 600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24" O.C. SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 / TRACK: 600T125-054) ICC ER-4943P. 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. 3. FASTEN FLOOR DECKING TO JOIST & 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 SCREWS @ 12" O.C. 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 rBASEPLATE2FLOOR PLY rm— STEEL SI BASE 4" CONCRETE PAD (MIN) OSIDEWALL BRACKET DETAIL SCALE: N.T.S. Order #. TUFF SHED Customer: Storage Buildings & Garages Site Address: TUFF SHED, MFG. FACILITIES Building SIZe.WIDTH-LENGTH-HEIGHT -SQ. Ff. ARE KWIK BOLT ANCHORS INTO CONCRETE) E: DETAIL 3 SHEET 3 WIDTH LENGTH QTY 14' 14'-20' 6 14' 22'-24' 8 16' 16'-18' 6 16' 20'-24' 8 NOTES: - z 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS C° : 2 TRIM AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES SIDING . PART NUMBERS: ' BLOCK OT3644BGMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER BLOCATTACH BRACKET TO STUD REPORT NO. RAD-3060 THRU HOLE IN ANCHOR OTI7SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS PLATE WITH 1/2"0 x 7" REPORT NO. LO-FJ90129-A CARRIAGE BOLT W/FLAT -OR- WASHER ON THE INSIDE OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS AND LOCKNUT REPORT NO. LO-FJ90129-B WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS CORNER STUD WITH THE MAXIMUM LOAD OF 4,725 LBS U >- FINISH cal ~ GRADE 1 3/4 J STUD-< w 0 STUD AUGER ANCHORS WIDTH LENGTH OF ANCHORS 14' 14'-20' 4 ANCHORS 14' 22'-24' 6 ANCHORS 16' 16'-18' 4 ANCHORS 16' 20'-24' 6 ANCHORS SIDING PROVIDE (1) ANCHOR AT EACH CORNER OF BUILDING AND REMAINING ANCHORS SPACED EQUALLY ALONG SIDEWALLS iv END WALL TRIM ANCHOR BRACKET TO BE FLUSH WITH SEDGE OF TRIM o AUGER AR ORDETAIL SCALE: N.T.S. 2. PROVIDE (1) ANCHOR AT EA. CORNER OF THE BUILDING. THE REMAINING ANCHORS EQUALLY SPACED ALONG THE 0 LENGTH OF THE BUILDING. (1/2 THE REMAINING ANCHORS ON EA. LENGTH 3" CLR. SIDEEQUALLYSPACED). j d U >_ TYP. co 8 MIN. 000NCRETE FOUNDATIC SCALE: N.T.S. P. O. # Drawn By: PK Date: 8/15/16 Checked By: Date: Scale: N.T.S. THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD. TUFF SHED, INC. ENGINEERING DEPARTMENT RICHARD J. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 303) 753-8833 EXT. 5618 UNHEATED SPACE ANCHOR BOLT & P. T. SILL PLATE PER NOTES BELOW 4 CONTINUOUS TOP & BOTTOM ONCRETE FLOOR SLA REI ER If ICI Hu W 91 ORCEMENT OTES BELOW ENED SLAB 83, i Ste:. ATE O iORI D , u .... Gi l tl I 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 6' 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. vlLoti0 SANFORD DRAWING NO. FL- PPTR-TR800-02 DETAILS REV. LEVEL 01 2014 FL BUILDING CODE SHEET 3 PAGE 3 OF 4 P1111i1lfti TUFFSHED Truss: T(II 1777 SOUTH HARRISON STREET SUITE 6M DENVER. CO 80210 nac os:l Vl<1 aU:tu Z laf2 VTy 011L111IR L _— S STnCR:G 1\ Is S-0 J-l' 10 031 LL1Y UUL 0{M I_J in JITIb.., I a T+.i'0- II xR beE I F x L-dulg(p U G al CSI S mm Deb t U (bc) AXowed tuNr.w oca11 so(ssN t_1 L. Isei s. m n_ ansn N R ction Summer. wdln aW G.. U+fi mRS Liar n coven q' L.n2xra J.sm d. aNN Material $umman 335 y fi„ Bradng Summary llC F 4 1,aw.r rnm,n vuo. P r:rrLsq. M.u.,. ace ... snnauav ruenu J.o,ruaie.wrMM Loads Summarq 1)tMewb..M1sn .tnd ry Ih enaa.a..daW n.ccvd ne xgnnSCf:?- l0.va Nu fMt»:airer AieuJ n.e: ISSm1AlFov.M4 rspwn C riubed Gvget ljv c..srvll.rw„•NodafMt,un.,paM1_unrd zy. m-n.d rntlwbv>nLLni as-Im r..peHvui Ywtiiglurhen.lt dan:xxvJra'e wNINC INnI Memlrer 1,=es Summers .+•.•e........n.m. 1. u.... T.la-.... -,.<- me..ran,na..a...«. N— xe:,,•r.N....I:raMni.,°: TUFF SHED Tnlss: T 02 1777 SOUTH HARRISON STREET 3.N— 14X FL SUITE 600 ooiroc PK DENVER, CO 80210 n,as. nsrl uls Is:aa:1T r.ac lore SP 4 PRCH VTY OHL CIA CANT CANrR PLVS SPACING WGTrPLY I3-.SJI 4.-12 10 0.3-A .1.A 0.0-0 0.0-0 1 _J r0 411M All Dlaza abown to be E;le 20 unins otM1nuiee— Loading(pO) General CSI Summary DMkcd- U (loe) Allowed iTuttCLL: o nsyc:dr. _ n WkM1: 1rD.3hl tsbt LrUry ts.al L..al eTL. N15n N Reactbn Summary Mme WSummaryw - J1s a^ Braeing Summary C Ufo .s1. sn.wwd.r Pi.lu. i su4 o r rmMfu.,. A'«ur Mcum F 4 Loads Summar)Z Il tNa m..l.mnanrtue.dnr .wa mx lss ngntr.raMlWv. c, lsulcar c:ml7lrqlunyUmInlnisM1n-150.1mz.u ircy'ui.aeN.K1.'w.w.erl ir X. I.nl iiu,b,u N,tle..na;rrm u.n+a,.nw.. wgnlac lnn.l Lod catiol: s1a Lead wd FrzN Trd W'tla br o l - lsas w.t. sold 21n Member Fur esSum .. •d.n. c.. vem,.n r..,,,-...W r menu.. nm. «.n....nn.ac Notes. Dire rw M r+n a.l .« o._o v. ror .an. r vise ro.». r+zzr r I Lhu.+n.d ....Ln.cuv,M1er,mmumemMvpau.wkv r:.un.unl fr.m. PnJcnieul r+.v.v. 211Te. adu0mldc p. bkY.AlynM:n`a1n TPI I.'Lm.CI.I4*3l.11b al Nru Pmn.n.a x W unr.neOtle.tlaew.ulvun+nncic Sunuwv. iat TUFF SHED Truss: TO I 1777 SOUTH HARRISON STREET N.ru: 16X Ft. SUITE ( 10 6DENVER CO 80210 PRfII Oh" 11- 394;12 IU VHI. 011R C\T CANTI. 'AR f.ING 0. 3-a 0.1.N OJFO O-0-01 in W'GTrPLy' INT....... T vnou ole ........... ........... .. soo ... ......... .......-......... t ............... ............ ts ............ ........... 5 oao All plan slwwn ro be EagIe20 unln*oth.Txiss nol.l. Loading ( psD Gen sal CS I Summary Deflection U 0-) AWwed osy c5rm: m CA axo LvW (cal Tt( 6t1 (5-01 L._m n. YMo-l0- 1115 Reactbn $ umman Ma4rial Snmmaryr LVfn Wob Bracing Summary n n SYF a[x.i u154 PukrhamrMOtlei.. rrnl:vasr.a.Ynlmkr rMcu... A + tun . a ur,xa Loads Summaryz A. n n aN In Rgferern.:d lwdt:rurv&ee w4rA5CEl-IO.+Erticlgb«igusraelmedaty: ISSngM1(rnvroJl. EPn.n e, Gu, -. C.bleglp Omy U:ns lnn.2+ftM1-15ftam u.e :Iuwllmrni.eN.nrdatea UUL I.W ll M imun arys.rdv rurkalu.l.zn n1iJ J nn..nane wi.IN(' Lomc, ro of: sm noe w.a 1([ n.l Ytti IOrJ" Nlord 1115. 4N Ov«n riy 10 rQ IOrI -in Member For es Sum-- r. Notes« IIUNe. vrNNurvne. Wn..:ay.eer vp'm.«nra+rrNe. n.t frv.o. YnAuavr.l riyn 21 Wt. a4.a>-1-Am<1ana.wdN'.ev..c gwlm uun.ak P aryvrMedotl M1r TY1 I--I.1a+3 JullNncJ. a1B le ln.vniw ef ' U^sleq-I.Irll. hxaniar.r ROOF SHEATHING 2X4 BLOCK W/ A34 AT EACH END AND 6-8d COMM NAILS THRU ROOF SHEATHING END WALL TRUSS 2X4BRACE AT V OC ATTACH WITH (6) 16d COMMON FACE NAILS AT BLOCK AND AT ROOF SHEATHING. 3 NAILS EACH SIDE ATTACH END WALL TRUSS TO TOP PLATE WITH NAILS PER DETAIL 8 2X4 FULL LENGTH OF BUILDING @ 6- OC BOTH END WALLS. ATTACH TO TRUSS BOTTOM CHORD WITH 2-16d NAILS. NAIL ALSO AT END WALL TRUSS. MATCH DIAGONAL BRACE LOCATION. H10 ANCHOR AT EACH 2X4 BRACE THIS DETAIL IS PROVIDED IN LIEU OF A RIGID CEILING SYSTEM END WALL BRACE AND TRUSS BOTTOM CHORD BRACE SCALE: N T 5. TUFF SHED Truss: T02 1777 SOUTH HARRISON STREET JonN«nr: 16x lL SUITE 600 DENVER C080210 osrl / s stu+ P ec U:\N PITCH VT1' 15-54, Ill OIIL A CANTL Cr\vrR PLl'S 0.3. 9 LLl-N 0{IL SLICING WGT/ PLV 1,1 in 4 as. t eoo t1s5 lsaa . i J. 000 zas d0 r Isla ova o aoalotAllDI. nrbuw nlrai be Eank 20unln+olh—.- Loadingl(ps0 General CSI Summary Dellectbn U OK) Allowed alycak: LJN( FS) lNl Reaedon Summary dam Material Summaryn 1_wIn Mna Braeing Summary Felz.a aC SYzTCIs. l:rrtwysr Mra... 1ue ... Sl.. mmnYW...r S1.n Y.1uMos.+: loads $us an.J 0 ties - I.. nhneawpnl raery m'nad'r.tmt.rxl..rr.ar.<.tnnscez-luw,m n.: rdaay r.na! :snr lss mpntt'.v.m. Eaw.c, rws o.ntmm. k:eC.. a.vll.lt.v.n nsy lsnu lan.x4ft N-ISft rzux..e EltM1barud nxY ae tnSN,u nakena...il+W irrm P. drauwem<mse..m onL LW sane..n.., s.11.L.wcl..lx<r,It4w a...w.T.r„,nnlc Ixn1 L.wcn. nl: sw oaa Ln.a ai. 1mm Smna 1m0 - Lrm Su IOPdTurdT. 15- X-N I- I4y 10rd IUr6 -Jn Member For ea Summary o„n n-. ..%-r .....•w I. ..+e+. tmn.,-.n.,,m. n.mt v paev emnl kapeu7. vWlrym+rauunegnLLnquasifvimue0xl [:y= I II.N_ alesuck Yiity MMtl Kr'1YY11 NUr.CM1n ]lull M1e ued le.swg v r+litr 1<r arn:ng s.-mvty N yenmx6nt'f"wuWin M W'F0.5 kCaC4.ra'ry ONGOrder #. P. O. # THESE DRAWINGS AND THE `i %!,• TITLE DRAWING NO. SHED DESIGN ARE THE PROPERTY TUFF SHED, INC. TUFF Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT • ` ' o 'i FL-PPTR-TR800-02 DRAWINGS ARE FORA N < ' „{` TRUSS DETAILS Date: 8/ 15/16 BUILDING TO BE SUPPLIED ••• REV. LEVEL 1 Storage Buildings &Garages Site Address: AND BUILT BY TUFF SHED. P.ICHARD J. WILLS, P.E. •• N yes 1 TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS = z = SHEET FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET = : 2014 FL BUILDING CODE 4 Date: SHEDANDTHEENGINEEROFDENVER, COLORADO 80210 Building Size.WIDTH- LENGTH - HEIGHT-SQ. FT. AREA ::7— RECORD. (303) 753-8833 EXT. 5618 Scale: N.T.S. %,^r•• °A PAGE 4 OF 4 Boundary Survey Judith G. f o r Garth A. Shoemaker, Jr. Lot 21, Block G, HIDDEN LAKE UNIT I -D I = rZ Plat Book 17, Pages 57-58, Seminole County, Florida Not Platted (P) k X p T7=U . —0—p 0,p gyp—O--p."p`p T—Q— — .._. _.. _ .— — — V ' L=t9.9' off ' p s17. f' off 0 Green Belt I p o tance:fl.{• inside W89t 76. 122' I fonts Ado line f' Iron Pipe We 7' Utility Easaeent 7 I— — '—' — — — — — — Lot 21 Block G ' f% 0 f Z4i r Y' G fence IQ 2' Inside I in in I IScreenpone _ I fence son line 117{ p 5/. 99, I e n a/c Dad L 0 7 22 w ' z I I m o Block G ti- I o i story stor e Ideeiq tk#23gBoCGCn 20. 00, ( Q I Covered Entry is 0. 1 I 20.05 Ill, tl" mJ1._ n_a aar u sae. A I,T N I f' Iron Pipe LU126 I Ok to install J_x*n—di' mee-ins-ibonsgft) shed as shown A-0' 51'25' on plan. Meets area regulations for the Iran PtDeticsp-175 00' SgJAzoning district. Shed must be a minimum of A" 2. 62' 10 ft from the side property line and a minimum of from the rear property line. LOCH LOW DRIVE 50' Right of Way _ — — J\LDING Tuff Shed, Inc. o Customer Name: Garth Shoemaker SANF R State of Florida License #CBC1253645 Address: 239 Loch Low Drive Product Approval (NOA) Cover Sheet °F'AR Permit # „ „ .,17 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. Florida 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 5th Edition X Product Type Manufacturer Model#/ FL product HVHZ Exp Date Siding (Lap) LP Corp Lap FL9190.5-R4 YES 06/01/17 x Siding (Panel) LP Corp Panel FL9190.6-R4 YES 06/01/17 Window - Single Croft LLC Series 96 FL15585.1-R4 NO 09/27/20 x Window - Sliding Tafco Corp Series 82000 FL20743.1 NO 06/17/26 Fixed Tansom Innovations Inc. Transom FL17667 NO 12/31/18 x Roof underlayment Woodland industries 151b Felt FL17206.1-R3 YES 06/24/24 x Asphalt Shingles Owens Corning Oakridge FL10674.1-R12 NO 08/20/17 Door (Double) Tuff Shed, Inc. Premier - Double Door FL22202.1 YES 04/17/27 x Door (Single) Tuff Shed, Inc. Premier - Single Door FL22202.2 YES 04/17/27 Door (Double) Tuff Shed, Inc. Sundance - Double Door FL22202.3 YES 04/17/27 Door (Single) Tuff Shed, Inc. Sundance - Single Door FL22202 4 YES 04/17/27 C"ustom Materials Used . Siding (Lap) J ames L Hardie Lap FL10477.1-R4 YES Steel Door - Inswing JELD-WEN 6 panel / 3068 / Inswing FL11136.1-R5 NO 08/31/20 Steel Door - Outswing JELD-WEN 6 panel / 3068 / Outswing FL11136.2-R5 NO 08/31/20 Full lite Door JELD-WEN 3068 FL17454.1-RO NO 12/31/19 Full lite Door JELD-WEN 6068 9 lite Door JELD-WEN 3068 Metal Roofing Thompson Arch Metal Company 5V Crimp FL5218-R2.2 NO 12/31/19 Metal Roofing Thompson Arch Metal Company TM Rib FL5218-R2.1 NO 12/31/19 Flood Vents lFlood Solutions LLC Foundation FL17588 1 1 03/31/18 Florida Building Code Online Page 1 of 1 BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ' FBc Staff BCIS Site Map I Links Search j x .' Product Approval r LSER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 9190.6 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 - Anolicatinns FL# Tvne Manufacturer Validated By Status FL9190- Revision LP Building Products James L. Buckner, P.E. @ CBUCK, Approved R4 FL#: FL9190.6 Inc. History Model: LP SmartSide Precision Series Panel Siding 561) 491-9927 Description: Engineered wood exterior panel siding. Category: Panel Walls Subcategory: Siding Approveo py UnrK. v,pprovais py UnrK snap oe rewewea ano raunea oy the i uL ana/or the commission it 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 Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W 9 eCf;_ecY IN Credit Carat Safe https://www.floridabuilding.org/pr/pr_app_lst.aspx 6/30/2017 I lIads,V QW01XI TRIM S SlV;NG At the t4ne of mameatut slung mems or exceeds thE per SUrldar& SO QqM K WE ES-AC121 and has asn"d ESUM! UNE lM2& APA roapWor morsof ESWjQ, rA Q NSMMO cono -"t Pre Won Wes P a 00 swirl'g' viiTn SALVI-,",', 3. EFH --ur is spacKcall for WOW herounjow ytucuvus where tm_s C'?vitlE:S WM nwimn pemmemy eyor"eill. Wknunl 5 in deaswe must be rnaknahneJl belvv Md Nn"n giss, S M 09 yp ad xjoe: -t le p rjr,, h'e S . ipil U k1l"I3Wrno dywal" n WitysmW1 w4h roof We AppQ Wng ip a n=w 1W PYWOS OwNtwe WasAn and SNU bWAT., All exposed avood substme mus be neyed;n a malwar that Pwwrh M&MUM Wato Wd wen 0-rijdap L"Pc'ezes 'nQt u c nnnwrd LP SmaASK u-se k- rd SIP ansublev if usednPAH not warms Q BmNog mc! Shrinkage. However bjarw4 of wauarqV don loolaw imact OT j S, RL E 140 NU jST NOT i6E iN 01,ll ACT W! FH MASON R? Slom Off Be gomd W sgjanel ani a u rl C'i er a Keep WidQ Ewo rli Y r-- pect 'p k f t-' d'ort P"C"hun 38 and 76 be- m5'W!'4eti or" 6in' D'i". From-"'n'g onk vNen WAAAg on N im aL jymmq Prllicll- ` - 01 se ie's , scllnSlzP-s 11— pc n ' ii 1 "ns't -r i i;4ti Qll!. '-iVer 1 m-, S C":1 r! 01 Cf zc,! err ' c 1-j"I . j be Runod aur,md open at Me two and boutom of It vU to sp,-,ec' ' iC". lnir.L lhte hy ning zat;-'. tl, A, requied batnearYthe WnQ and nmonrV nnonave waN. PPECIS-14 18i 76 AN"ll- 1196 SERIES PRIME) FANEL SIDING 1NICLUOUNIGG SALVERTEVI &'SMARTFINISH 0i pF.,"piz f' J leckywu"' ir"-"dWeAnSW Alen using wet bloor Wuhsu lnsoauom me &SAMWn a Wnhnuml Of 24 Was orlingedf5ped0d W, As WN at wvvil pfudwn do not apphy engkwerecl wwt! SAW19 to a Watwe hwhg ucxMw nmhuim =Ws ami-, d NNg rmctete. P!-- lst'n- ':.ir We" ! t ior! I F h a':roli-Nor-, ttfe Lufld'ri,',S, shomu dhe ve.ntila 1 e'd to 10.r. apply sidiniq OvLe' Cutts Sam racmMen, or " 4 ate; A evinved behind Ve Ung, a L P a M a " ur,, i t r. c-.3 --.: p,,,,-, i i s ); i i iz v 1' o r rV,4 t . , " en t. s-i z banks Writed To shed; ond oner aut6uar shuctuns, Set OP 5 ap'' us NY lowNway 01 paktaie S'` ar'L Now ha now F,;! that pnner to r" WS orfL ittj IdU ru-3 0 e-t 2zl;- omnp ish tnis are shnm on the foUning pages OWN k4bout io dire' 1-the ovat"-.- Ato uh'e ut e F P flaWng oath the secommy ans"mosav; Wwwr Use houspunp, Among tape. f5shbly on othey Rems w-, I d to , 7,1, 4 i i ' t r" i rz r f I - 1 c i n i 00 NOT ewd te WIng or awn mto we Ww Among y Sut ter 0whT A Wo a W pint ALL exposed = adyes ciearz r7u,"n 1 7A MI not Fun, 'e"rim, 0, gii-ding it wide C the kid_ Out flas- ing hn-rel silholr!d 'thi._kL } L#it -a,o, tlhe swim does not extend be- Yom the We or the tum THm and fasda mum be Yoko 0 a rcarr!"r tha"'vvii` LP5 WHAN' SWK9 4 rwt dulFed andwr mudmumd to be und as w4n w famia, LP SmWide !Hrm and faswa w, Pdme and paht iall exposeef, surfaces induMml A d4p adges or where maer W hang, Auply A W C cat. s '4ou? I &'poss tv rif zn i to qmwawjr Nth Vowd ana mgwmed mad saushates, is nigWy recommended! Sent -PASS or saur ol Fig: Bw WWd p0w Plose .hau y4th the cuatrg manuhaumt for wea recommendadars for ase an compaile mod mdlng_ FWOw We 0026r; malufaOmw"s applImAn and monfenancy jossuctons, 00 NO US Shake and shinfe Pow, inv'! acal_at-e: P`vA, HANDLE PREFINISHED. LP SMAFITS Dc- PRODUCTS VVITHI EXTREME CARE DURMG KDRAGE AND APPLIEAT IGN. TOLICH UP ANV DAMAGE TO TI-IE FiNISH THAT MA7104CCUR BURINIC A ty PI, Kr A Ff 0 N PE -R P QFF) N ISH E R E 5 P Ft t F; CAT t WN S. W 0XV WRH anumbhes, use Knimun, Sd fW13 Kahan!< Jipppc' gmwmmd Ws fw 22 and 76 Senes parph and mumum 8d (Oil 0, shank RrImin yma hot hamby a runimm, nf !A! 2 ir:' FM38 Ads pmeis, pli'u eaute nnevnwaii 11 im gap D-oublm row- of n'0' for "i", .ind -Series pwswoe noWng meets owH b2dngr desk', fIPW.' ?) Sit miDtj 'De lu,-- u-"-'o Ingle dive the second nao in order to penetrate the ANWmaM bwd Nad f pe"Warl Shear a..: aea ;fw Y_ane!S a NA I d due AN to -,-thuds thin rated in Table V.xe ES'R- !'W.' PY rf r..124: NOt lva"antelkt aPplicadan W SIP and WF asserrfblies 1,41-ITION 33 and 76 Sews PxAs Inmt be ymtNj 5 Jy When inswiUm an N in ac Nawrij vo syn paun @;,,), Fequied. 8mome of pwal mum not wpm 0 CMt;--.r1b. lanuely Ou W tome Mg into PIKe. kdafnzzihn fh, ';Z' bEhind the jaot to zvov" f'x exqplnsion why, The panvi squIl"ns the D N 07 i t -i _)' COMW W W Age of WNnmqk twat (we Quy I Ord Aquy 2,; c.," A V-10 of Us QdKg W W de Foa&n of To Up,, Whew S59, buds wisAw VW dow omb,- :,r a 3116 WL gap Md AN, instdated Sheathfnj5 LP Smaq2de SWings my be WaUcf wer aw amVnOwn NgW f 0'a rn c_ P;t qu tion m , 1 st be o a) d pq U ate bi a dqzof ilh 'o' 1 dl'a e i n I e 1;7t ;-O. ieri Z oi ctt4e- niiiii-, buih-_ a -"de cquitEdy b) Fur ryid hami to I 1rfflr' i is. nn v 1.1 WN dANy to WE Wal sheaWng Wen a Manage pian-.? 4 requked by ths &A bulby MW W Ingh awnt he W 38 1 MQ fasWrar penetra- F, Wnto Me QMAHN fsln Ir "uat- h-Or-thing .OW 0011 :P 126.4 lrlm)7 o rrjl-n muM 6r Ht7 "irn 102 im (381 aim) thkk bY 31/2 im W8 9 aim) rAde venkol suap pog up 50mg say must ne sheavvig to prowde g, re'' "' e'' Tn' an im ME (as mm' Y2 ;-z (3S.1 MA xW a M26mum nad spadrg no qYaWr tan Ow vWX of Me Or, ham eqo 12 rni'nax. h0d na%, G in. ma-y' Hfiiol' a x D 6irlOlir. gruumd cornact rnasorwy Coarame. Rush vlobie Nber countesu& rejap lh. an "h ; TZ7 CORRUTMN CA( VIA spa Hot to Apply secant 14 Apply SE= aiera and re- nA 4 nOm veis J - n c, a r P64idpaintto, .'a,. tn&i A-Womddp iri' nn.u' n' edges H . 1- '; R ; Z 0 IN - T I - VVA. L _'. j 011. N T S GUT T & FLASH LAP WINK 3 min. va a H& Mnggym in, mii. A supea owelap f I a s h 1 r g vvith ver botrom, A VaTCA Q panel Plow SA z ez, we Wt' L AiPPH.11 HCM 1 Z ON'Ff"A L VVWB_ C) i!14-f f fj And Wst, UUSS ihard, etc) ovea, A guy St HORIZONTAL SE17LINE 01NNFS For MUMMY built lin''S' rna ke provisions jt horizontai jaint,. for QaMing" shdnk.- of duacuv to HUN BAND BOARD UMEHR PAMEL WER ExWnd Mdhg SM pwe sidhg and i- 1, 111-1, Spare Wdew1dacm pvr/ r) ins"o"urtic'n do 3.fq in. g,p 4irtd Mne OR WAMg Wow undal if 1!t Co de rtwe d 3 r ea fl i ableP Y I ml T-0 fH!aS`.ling viilh 4 ieg' Ml' 4v was We AM; I SPACE 10INT M K PO4i 0 'qMmg insfin--ctif ru LP pawo Sys a e aceped" t,, T !'e ':Aa te o"", ca0if o, r) ;,, ci-i WQ We% W SAK9 and AaAhWg WWWOrd Urban huelace, amordame naiJr-ig tt naHAQ- CC Ald nalng, Look tw me LaWK We Firm WMA TM WQxmixifi,- spurlm; an wh4h the Produds have hennapphed WNW and and M.Womm Wt",r"J"r-n in '-nf prt'-.t T:Nc7 fimp c1l, Ve 11kim za KAW iflt"TIOMU: VA H V0 ,'J' 3s' to, '. b e P'-'i tion tb prodws FnE LP womms w 12HYS for any Wss n; domage sust5ned My 10 Aff" ' e,0 b'y ti -'e pu"; dh. Of IlEf hm Inv Varh wss nr WHT,"' Any momflatinn of &-, or c f 0 ul old ny Qr in OPQ 4-w C'o hv n" ;i "vC, 'ogcer ov in is, dwignee and a member of the LP Leym Deplarent, rx a 1" j VQ nomoy w fn mwwwvc an twhc"! wpni AQ Me ly SWOON Paso upmy Wo to A: side.coavAivvPsmarLIn I WARRANTY REJMEDIE-'i AAE WT AVAILAOLF IF A U kR E M E A4 T S Al P E N OT F 0 L Z-0 lv'j F III. h. .}p65 'i U;E' hl", prcmhimt rju —ft iri ev umvdldwt knamteRwSM ;RCAWQ C a M Stl 11 ill ", C c: z; 541 it MAP 110 FIE TMM E 5mm, M MMMM afternate inside comel- d4clailhei DORM bottom ca-ursios detai panel joint Vapor Retarder Breathable water-resistant barrie- around clearance LPt rid` PrecisionS'efies Treated-Engl ere - W Lap & Panel siding ite alPon Produ t, LP` m rt,$da;` recis= series Tre , A 1giw re av "d LLoyaJ"rY rSiding,,'Grp, Union. Suite ,0 , N ashvifle, TN3721 BaSj4S of theproduct report: 2012 and 2 fi?4 International Building Code: Section, 104.11 AlternalivaMated I als 2012 and200 "ernaali riif Residential Code: Section R1 OZ11 Alter raativeu M teriais q d 6fAp ( ^ Cr ei do 1 Design pProvi.sion for 5 Mn ryn { v Seismic v( p 4q. 34/ uf'^ I.V lYRai #'^ab7 @a,. !V $ ifEFu n krDS+m eti dr a..kc2ad:-; for!jilti3ings a ftj Other Structures C-F- Acceptanceme is for Treated- Engine r -` d Siding, , 321 APA, PRP-, 08 Performance Standards- and Qualification Policy fa F:"truczur Luse: pariels NEvaluation Protof ofd: ete ins ion of Fjood- jstance Proper sof Buildiing, Elements AP ad.'q eports' y.&D -7 - 1, ` i p' , ` f5'g 1 Q<` i °1, `"i31 0--20, ° 170.4j.y-ate O-10, 80" 3: Pb 80-1 i' i. i 7+i'0-233e k,)008 - $.f.. 4: f o€.6.A8P- i ..`0Sdi8ii"„74, 8010a""'.ini'i-.1'9.:.. T2 <- T41 12 -.22, and other qualification data. 2. ProdwU description: I-cutiiair,. arPacifid CorporM or, l j $; rti i Precision Treated-Engin redµWo d L ep and Famel siding is overlai.d with a r siri tre teri paper v It bte V,lith either' a smooth, or enriUoss d SU118Cetexture. The siding i °soil le 1 s:o$ neis. T e idin is treated i1h inc'or for decay matt ias'ect resi lance. Al edges are f tory o l d v ith a rimer, L A m rfSi e, l rerA ion $qrlas Treated- r i € ered-Woad lap siding, is vaal b! ' 1n 318 and 'd1 er dr xrdetoorle , in n rriin; j v i t ref . d 1 inches and €n gfMgths,up to 16 feet. 3.. aifr c`ss:on Series Panel siding, is available it 318, 7/16 and'f0132 rft nmam Ct, gorses, 4- f6 l fh and in fe gtl of 3; ,end .,t f-et. the i r r name €' is g rY WIMMS ;ireavailable without;Oroovp-s Of witk9rocives spaced inchies on center, The 7/16 arld 1f /32 Performalice,.r; teg ryt panels;pre avafla4leWithout rope or so-acedso- aced either 4 or 8 inches ono .Minimum thicknesses at tip, ands and shiplap nee documented in the 3ant es 1 r Allowable radkir)g toads for LP" SmaftSide PFeCiqtr Series panel siding Erg €i t'ed in Table 1. For 318 P.,erfiormance Categoryp nels walled at sh$pi ec e, tag J# r er:=r"n tic ategOr lihe f "Values, For,7116 and 1813 e€ rrr r Category iel c4 ngs nailed at hipi edges, us3 e drMA ce Category shear vefues, Design witst l ads t `nt artswe preefision Sen.- ; and,panel 9i i cal ' listed [ ri € abies an , respectively. Product instal# ion t rrY rt as r i con t f°i re i dg rl "s s€ erect ` o Lap and Flare, 4dir r instalf d rrs acx0rd3nCe with recomm. endati Provided y the $, 1anut c.t fer 1 err Tsar 1b1 and Nis rsra.Yrarrr ,rtt ~w; rso APA Engmepred Wood Con trucN{°gin Guide, Foritf E30 1 1 r. €€csrs .;fit 2Li—biqti rail, The Rftised- Jtilw+ 2, 201 Page 2of7 v Yini rn span izf be. in ccord9nCe W11 th $pair Rat -in } rl i[ ts'a trademark., 5e LAW. martSid , i` or i h Serfles lap siding shall be,pamimed to file rrirpot ;? d v, the t w efof structural in-sulated parcels (,S1 s) in acycordance vvitih Fable 4. Wood structural panels that are, have been shown to most a Class at or, i'Ot fable spread. trl,r3 sq 'larks sp cifled, fireriasistant constroctit ri shall be tri a ordance with 'the racorr mead tlor> . F re-f'Ned ysiergs; Form VV305 see sin kmve) ct d r parts riti l tO floord resistance of €8 and /16 --rfcrjnankn at om p :f l 6idirs i ludirrg- uniforrn loads, cuncentraled static loads, coricentiated hard body and sod body impactloads, tastes er p rfort3i r ce, wail ckin re,'a i i", edge t r8 #fir eas, Swell, linear expansion, hy, roscopicity, exterjor ttrrid P(Wforrrianoe and i. r e pits and snialJ Specirrien. bending prprtisworeevafi,,fOted at - 16 il.c. ,Sparc Rating in ac ord noa- with j K=k Eysyaalua}' fYioO Prc>locol lor€eteir rr g at ie! ssof'e l000-Rr sistinu+$eg F1rvaa 9 ejt es-,,r ofBu l rxrkq p3.iil3-"[yp. Test a ti 1 8ZdihM0 he d Y 'as -reef r,ed) T:Ondi6.3L a Yn and 5'$e 6k9'.i?tun a cycling in accordance wij.htheNESproto&ojera compared to the r quire-ment.; "Cifled it IC EvaluationACGOTiltance Criler Pa Aar Treefed- rrgineered- d ;tin f . l..lm€t bons,:. LP"'' mart irie.sre— cisicon rie,,rat dm rtit or i - ood L and Panel siding Wised OLAdo4ors must be finishers it accordance with. recommendations providff;d by the, manufaeturar, (sae fink above) and APA Engine-o d Wood bi'Mtrrti;tion i_ , For E30, (see `l,g) bia . b) '' r rda = -CiSiOn Sarles rated-E t ire ad- rood panel siding is flood r sistant on the following Pro' pOrtties: uniform. twds, wnnantrated static ioada, concentrated lard body and soft body impact °oad , ,la t na peifo rrran ill rackir r sistanco, ed,G.6 thickness s%V;l, itr ar expansion, by rOsoo iclfy, exterior grid Perrormance and urge panel and s3 i 811, aclr im ber inn ropettje-: 'rhi val(A@Von app lies to 318 and rt l Performance t oryy panei siding t a 16 o,c. Sparc Rating. LOA a7r sartSi47$i lrr P3a9'a i twri3r1i-rVotdLai and Panel 4dir 1 produced at i o l i i - 1 a i ii ,01P ratiOn facillibas At Ha'ovwd, W,r Ne'vgb,, rry M oniahaw , 1, and iwig harbors, MN Linder a quality assurance program audited. y Ok This report is subj rt tor exarlinati n in one year. ld ti t:atirarr: S-M r Sid '. Precision Series Treated.- Engi eared-W Lap Arid P anal sitting descnibed in this, reportis.identified by alabelbearintherirrsfactrrrisname !Louisiana- Pacific CorporatioM andloi tE ad € ark, the APA assigned planet nur ber tar for ft H y r rd pear it, 4.16 ftar, the i ° ewterry plait. 435 for ttie Tor ahawr, p4nvt, or',!9 fir the ` vi, Haaors b rat), the product PerFormarim at or y, the, an Rating, tl i Sao i rra Rating,Erie A co o, Ere ; P~art nurrrb&,rlF%Z-N124, and a means ofidentifying th e d to of srtiarrnufa tur _ 0. a4 A,04 Thp Ent ra yt r A&socia&nn 07 age 3 of 7 Table 1, Allowable Racking Shear ( for L. "' mul t it ? phadsion Series 's rented-wErsc ar; a -tr o d Pare! Sidra -- S eat sie:ar , with Fr tymn OfDO, ! Fir -Larch orSoulb6m Pine for Wires or eismic te2+dlt), t;>.. Pane Aprie Ddrec%, 10 Framing P36013 Applied over €12, in h rjr lfca,, mar d%tip _, .w __ _ .- _ . _ _ -._ _- _ /84ch Gyps rm sheattta s r at " ° ` nebratbn Na R S; w Nail Spacing at Prints Edge d9sf Stza Y _ _ t sa 3 S aciric at Panel E r1ges dt t Nanning (Common, i3t' trt ? I (C0m;To)n o,.._....s..,.._ { ik`#. .. n.. jn') Galvanized ca - 114 GO -f - --- -- t- 450 510 640 p voin, of 9Bi ik?f-r(l?1 a.s`:. 1.e17 Find M ecific gr;'vky $upecieoffanberiw,. 8RA Natio ; Design ,4,"M- fivA# 5tteaar valaw, iri:m mWR for a?<atrs sL7-'; :fCi tt?catta i value t p kst.€i2 $<rt 4ipev,Ees +-riGh ntar,i tc gravity gteater t;tta r or equ2l to 0,42 but iem Lttars 3,4k; or W55 ifs; s 4€ s witij spa dfic pfavity t=,ss thar7 OA2. All Gant=3uas_Must S ha f 2-1nat r rtastrt' ,s tit3tc2?r franling. Fla r:s r a€rs kta 1s?;t aekd'*itts f s; lr.r;s diiet sf4ss.f usaaata rz isi theur rs i ,+ e , , alwige €ratt:+rri Biala Marnitig mere ,Ns for fit= :cgs# 7/15 r1efforteartce .atewrcary pals nsta'Re ors stud s aced 24 sstr, ti e,_', for oO,, as z ..s i t ..6ttopanelt'c s-sr rstance Cwte o0as:.spaceetaI•s 12 inch}, r.r.-. wt 'sra N-me' djaale s,'up ooz, For slhear bads of ass r,?at ,s€ le is 6ralio ), the values in tIv, f ble sholi fact t:a Aip hetj byf) <3 or M6, respwcstt Mg, rr rta,rstp^t3 <i ,. ?? t hr..a i^ raaxs+rx?.t or rinsj an € tas A m ss t t r where z t s r spaced t rr z - r 9,es a.c , wid where ' Oti t atis havirlq 3 enetra,rUta is l mrrtirig of more, tttm1J +rarlhas ate ,paced 3 a=x st s or ass, x.r: g'Ex p'ctWimUr ss o1b ri se rv}r loW, 2 inc- nomirial a~€r ry rt?a b ; _d where ,f naiit`r r a; a - rr- . a ails are staggered. T Y i a3 . attti1. r€t t lasFolljote arefi aYe. a sfaanet adp.o ,r teew sr inei, jppiirable sheet values, except r6a# 3;a Fe^=zat ream ce, cili goo y panis'ss na± ci al ?a-rst ta ertgu'ez use 5/16pl[nforrepaCX? ', aiog3€i8..If,heOf krlfui3R and 7,116 alit 19.112. Perl43Yk' tillt'e :;r.3e" Zit` i5k';"It,'t:.a'8i'' n ahi:.. a <. - 05_ _ 3WO F r - - I %o * r,-. _ ai _, t a:, g.f _ Nf a ., r ur3 . rrr ,,#z =aa C jt: ssrp' 15 etar Values. f laper9ge.% rtts -t be, double maned, sa< .,aa4 rrsaas4 `be p..taced rrs ibe utadarlapy Pnd a pond noii must ba ptarxad ir, the atthe irai, pea eat sf c1hed <r r tt3s aptal,c qWe, O,,ear xta_ s-astrrserws tt:a. astsnot be iris t.,V d in panel suing mrr *s in IN --saki of k, penal ssidirl Orwhen the panel SWinq grooves ocair at Q,4 adqLasr, of ittiv pra rai ,q(h jj. Q2014 :SPA- Vie Er',,gine m d #f bor] Os,. 07_ 2 Table 2a, L d€raSiMaximmm norninal allowibW del: # wladqlpesd, ' ) r X;rrii 1 ` p i zlariri,o"a` a it'S5m, I`"o ,nal "Allfia le) V,P7,d ; rst iP71 ii7G 3 'lip, I I 3 siding i llowable 21 f Pil— € i 32 12 w, For SC a inch 25.4 rwri, 1 pef 47.8 Pa, t mph :447 nips. one tap6 e r per :Aird € (--ked W f4 €rrh fzem the fop eclge of the siding. Each s4xrross'iv* coiurse of lap siding Mws _ 3vap a. rl.ril urn, of i sriG` l- 'azt—vrl er •hiss fla' i'3 indimum heediarnsfer-of0,297'.lndl a 1'6i38$imurn s 1l., s J'l kr drl- of 01.11w" irl , and a winimu "ti iength or 5 fi+,lp1 es d boxnail). llail tiAud5 rnust hive a in riiri ion spec&c t'1rvwf# of Q , 2_ A }} 5 0.. TxF e -g4 i s y, C A"5ss 4 or .^ @ $' { 3D-ti h- S ai r i3-a^ ;e tt ...u a.:-u€l Pe..._€€ ac rr€ t. ward s fir; ,;iis , rr o a°- ! i rrca -5- ul. 6ivd Section Table 2 . idi q - MaXi ul-or iUrna d yard p a $. _ _... _ d - IMaximum ` NA iFB{ir { l rn+r at rtite Design V'itld Pe&r r1 Wall i ' ding i t-'krr a 4tuih U1 tud Widthpa ing I tiroj pre5 us 7-1 7116 - 1 16 14 1 i zti ?„ " ita 1Cx iMG24 1 i. w 12 54 140 s For E: ii sst #1 = r" 5.4 rrlrrr. I p f 4 f' v , 1 ,s, c4 =0,441 MUS, n r s;€ nor l ur a aes 8 sir tt arc's c s`rarn Elie. t Y rjf i€?i li'sat . Each =cCeekl-ve course Of lhp tlxGing rs r pt ave rid i sr1rE€rr of 1 'sacs . F s to€ i9 mti g v rtas„€rs car t ii a i rrrvh c£ 7. a #ra "; + rrt rs;rsrs,t lraR kft r € r of 0,111 inch and a m6nimurr" entjt!) of 2,5 i€ d-w (8d Dox nail) tr 3 s4u rr aat "a =iarra€arsF:us 7rc gr:tt tff,4w, on w4l s pres es a €rig toward a;ir away torn tiwAinq Au aws, at 0-;3 hei 'zt ir= Zone u with ,r.Alfest eifer iva eriiq per chI4 tMr 26 of + E '7--10 .arrt Seclian 1609 1 of the 2012 iB=. , iepo PR ling JUIs 2, 2 1 g f rabje ,3, Panel Siding — MaxImum nominal fallowablqei 1jnwind speed, m n , , in S ty LL ";; Fdg," Field 12 24 go a... > q1 ..... = 5r-4 FTC_ y!,. 1 max` d I 7l1 130 Y Rr 80 170__ c _1 19/ 32 24 55 € 150 'fir ForSf i if°cti 26.4 €rim, 1 15Wf Fast, hexr must ham a m`srf'smum head dIn metK of Mc 2it ch, a minim m she4 diarricf o" 0,113 imh a a n inirnum length of . 5 ino,.as (Od h- ax r, iA. w{:#i tip titt?t t t€i fifrfftcirf ;,rity irr .uric• tact: bawl on.'Mind pre8cutes t dfrs toward and awav ni bulieting, surfas*; at iJ €+ n 2 #fit in o>. 5 vviOi smaalles. affoolkearea rv.Ci;oVW 8 OfAS7-65, ,f fn P,1111,2ofthe.2Gand 2012 4rRC_,jad Sew; on 1609.1A of the 2009 iBC. Table X Panel Sidiqq::Maximum Otimate. designwind d„ " 1 WXimuii3(in. FastemerSpmng maxif IUM o c Ultimate 1101 Maximum iis11 ate Design vfInd tr1 { t7? r,V j 1, i'"€ riil 1*'} Y. ld pry i T`: surn— ilis T.iFit" I r i diet if lip, 24 2.` .y.._._,_..,. y51..._.. 1j4y_, i€:' 4_ 14T7 1Hsu 133 20C? i y 20016D 150 f 19132 1 is V'w.. 130 G 3. 4 f 9 9 w Spat: 1 15 Fagi nor m{ t bav4 a nts91i6fe um headdiaa"Yip=.B'?s': fY$ .ti1C ..,a miP5f1'€iurn shaf aiaireter o M. ' Inch and a C in'trmf's l nc fh of 2S if phi '8d bqx, r*Flj, Woi: Ptfadc sn3 x, have a mi- r irrsum -,pefiffo>4rwjty f 4142. Thr4a e araE 6gis". baseed on Wind prmu,,ps rfa; T 54v rd Jno avvey from NAMIng stufarAa, at 304t a w l t in zwt 5 with zmallesieffeo.iver {ems per Cha ler 26 ci ASCE7AIOaM Sedan 160,9 1. t of the .21M 20, i t erfornan3 - i .t ctl~ 77 Mli lr um Ring Shw4k tail it=q ( mexia'nur7l Vilood wSs%.l4."di rir 5 zildir"q tr i th sir titrt h ilio'sYable ' WindY 8 i tii i? Nwn rraf Allowable VV14id 0-t asc` rrYa tt}- Wind txOnp_ t q 125 For J. 1 inch : 25A Vnin, 1 pst n 47: 8 Pa. 1 mph z iiA4 m/s. ir; T ha fiq ce t of tj,o s ru riuraI in ,uMtod paie:'S S1Ps MhoIP im 7/1 & Per"Oa'Im,nt- C3?000ry o, I h i ef 0.s8'6€`taath.fiag rR e-e inn MG P,62 requireirwrAs. 4-- tabuiateJ Value PM-ei rl mQ apadt°i cif the l,.' Lao ; 4dgn instafle4l in =orklar cry with ta* aeegi;irarateixt 7f tni$' tAble. The !Abulatact 1.0aid.ap6 Shaif not Qz4046ti the SIP CSPP atY'f Or Wind load ra r i n One 5 Ang shw * nai', (01120 hich in dismatet) lo6ated 112 inch fici r tho top edge of fli3 sit ink: 1`he rino stunk i ;s xaaust h sriiniinni m head Barnet x of 02Ninch, a n,inirrium thank dtarnetpr of .12(a i"}4c' and a mir3i n urn Ia ih of Ui4,g I: qc,ncr>: u64 €n ti in diameter), located V2 [t`ct', f%'5di hwieto i'Mg e of e sid!77g may beused, The wood tt4 ' Twjss MuSt t'ir ve ea mit+smurn !lead diameter t t O.N :' inch, a rniniiR'ri. m shank dtaTmetar :9 0,1164 k) hi and a 111011110 t'E 1criigth of 2 it i h s, . 7rrep-sewrt t gust; b-as a on vvind pilesz are% acting #o'tmrd and away from Du€lA Q surfae$ at 34 ? hi sght in Zorie 5 i ijh Fr3c ilea effectivearea pier uia. t r crf ASC `r 015, Section 301.2 Oti.w ? i, r a' 2t?'12 "WC, and Section Fable 4 , i4pSa-idinglin-Valled Over the, cer rf, PO - Maximum it s a design wind peed$ V.ft Niam um € ay.irriu Ultimate Design Maximum, Ping a,iffa.a l Pedorman Sham Nail ur wSidinUltimate Wind _ Width tt'i Rred N 3ure Git. ory c 3t a ( Spad-riti E dirr . I ' _ 1 " g g f;n. ° r ressure aX V e.... m.,.a Onj 7 ? Ltd 106 260 I ; 40 1 2 i 160 12 For wSr, 1, 3 indti 25.4 rn i t ipsx _ 47 Pa, + rnph 0,444r Mls. The fapnr of the siruduraf ivis ated Parmls'SIA 7 4mit bc?me Pz rforntiam °Date-ci•; or thicker OSB-shealhinq. r< trsga requimrn6nts. a, The fa nfsre va? u u reprpiz, at the wpocitj of the LP Lap !ding imalaiied in avmrtiaft.k 0lit'I the ofi$hs lade. Tho wbulatDd wIncl speed snail not 1sF,(d this SIP caPACRY fO win WO r nc. One 61 ring shartlx, nail (.0.1,20 inch r`i: dlai}4eter) loctaxed1 2- iris itF in thip, top edge of the siding. The Mul Sham rPOtis must haw, a niini'nurn Et et hair et r •€ G.i rm r, a rrt nirnrum shank dh( ter of cl.i2 t inf, Arad a rti;F ar* unn i et9thl of n, one =,Vt- wood svew (0.1,64 rrc h to a9materi ;00ted 112 inct) €rom the top i dgr a Df 1hts Siding Anay be nsen. 'The roodScre)5': ngust havri 4 minimurr head di-xamew€ c40. 297 inch, a isi,Ni t's:.snz length of 2 Inchrt f3z pod on wind pi'Aasurev aatir.k toward and a`i ay (tart : building %`-: utic*M at 0-et hB: Ot fro Zone J witty smaRast eftact've a a Pot Chapter 26 ofAKI 7. Q gisd ectirn ,603,11. t ai the 'x0112 3RC. C 114 APA - TheEngine cjml Associationtl1-gam APA Product Report' PR-N124 Revised July 2, 2014 Page 7 of 7 I APA - 'one Engineered 14c,cct Assoclation is an approved national standards developer t accredited by American NaUenal StaarWrds Institute {ANSI}. -P&A publishes ANSI, standards arA Voluntary Product statidams for wood sITudural.panels and engineered wvood oducfs. I APA is -in accredited certilication booty, under t307 5a by Standards Coundi of Canna f 3n accredited tnspi dton ajency under ISC}lis_=t, 11020 by International Code couno-I (ICCj international Accreditation Service (IAS), and an accredited testing organization under I IS0AF-C 17025 by IAS APA Is also an dppyovad Product Cortification Ags n fy, Tesfinfl i L.abora'o y, Ctualibf Assurance Entity, and ),mitation Entity by the State of Florida, and an approved testing laboratory by City of Los Angeles and PAiarni-Dade County.. APA _ THE ENOMFERED.W000 ASS iAiiG?dti HEADQUARTERS Mil 6. le St. • Taeatra, WashingtonQ-84,66 Phone: (253) 60u-#it ^0 • Fax: (.253) 5t35-72G5 •Internet Attdr ss: ww+.a tt rt?G,.ctr PRODUCT SUPPORT WElp DESK 5) 2i2-'d0U • F nia;! A iGross; helpoapawood.oN l 131SCLAIMER APA Product rtepori` is a trademark o€ AOA.— The Engineered 4 c1 Assoaahrn; Tacoma, Washington, Tho information contained heroin is ba_-4xf on the pr dui evaluation in acoEdanre with the refereno-B noted in this report, N€W er APA,. nor its members make any warranty, expre ed oritnpiied, or ailsume any ftsl liability or responsit.4ty for the use, ap;Acation of, j andior referenm to opinions, 5ndings, conduaidns, or recommendations Included in +,nis report, Consul your total lunsdiction or design urof StCitat trs &batkre ccmipiiance with code, co rntn,r i n, Intl performance requiiementi. Because APA has no control over quality Csf morkmanahip or the conditions uFWer which errf=iteere d yicoct products are Used, it conflot arx"a t respunsibifity of product pertormance or de, gn6 as acNaily constwcted. Q, 2014 APA - 7779 Enginebmd Wood Association Joint Evaluation Reissued Febwary r 1i.- reportt is szubjf rt Irk renevva! Fabius 2016, ffMtkc-eS-0rA ® 7 (6) - ub6i f srlh ,r tema.ii ml Cede olm, '10 3 i iO . 06 00 00-4,10¢ PLASTICS N DESCRIPTION . COMPOSITES ection 06 19. 00—,qhealhing LP Smar.0 ide Predsit"in Lap Siding rtd LP SmartSide DIVISION, 07,00 M—THERMAL AND MOISTURE Precision Panel Siding are engin red-woud exterior vrail PROTECTION cavering materd.a.1s that are suitabia tar for q-giant xposure? p to rt: 7 40 2 --m-Wood Siding to omather or conditions of similar severity, w1hen fasioned. to verticai supports or aptsroved nailable wood substrates, REPORT HOLUM in acoordama kith fh ir agars ratings, And tlal;t 04810 cart re —port. Tla sjdiriq and panal siding, tproducts WnsistfLt.ff lANA-PAMFI -CP TiON a mat -formed wood µubstiote preservatively Ira led with 41 UNION: STREET, SUITE2000 Zinc borateit accor icail w-0 tVP t drd Ti, apaj a . NASHVILLE, T NS E 721 r<°;ri :it, cgnal t a}varlay (nateria4 bpri d :rte t,' -q of t ) 82"326 it e iap and panel siding spr dtictS. intanded to va exposed VV11 i fd111 r10 PR3 $? a tf, 3t 11s'c ilt i, # i S $c lLj r i$l i3ci ill and 13 Wing edge ri1 Y t#n ggny€ a . corm are Ct i 1 9 i t 'tfh, a o-galer in 1-00;L§a: # t+#i h. L;it approved qt ai';ty:ontrol mariva . EVALUATION SUBJECT.. L S rairt i ;g' , c on lap Siding. LP T 3 PRECISM LAP I r+t LP LP Srr}arlSideg' Precision Luca idin is oval,able in 'a' fifths 4 i '1ti3 ti i» ty ld PANEL SIDING of 6,, and 12 inch '152, 20 an 306 rrrnr cat:gortes 1 and 'I and and € eri tnw grf f, 12 i5"a :=tji36 l a to aaYY r€y EVALUATION ?.r l} P; _ lip4877mr. its: -uih- ide i . rrirnl, 1,6 category rziy lap C;romphoric1 10 girt the Mimi jig codes. siding €s atso ,v ilat;le With an optional wile —alignment: edge, 20 t 2. 20- 09, 0-- 5, .and 2003 Warrobi nal t~d!din kl Code"- S L art icle .. Pre0sion one] Siding.- a 2012, 2109. 20061 and 2,90r3 Inte ata`o;*1 Re$iden, iar LP 5itnartside Pr ision Panel Siding is 4 feet (1211D irimi h wide, and 4, 6, 7, 8, 9 of 10 feet (121 1829, 2134, 2438,. Precision 2743 or 30,46 mml iniengffLPpert,ids Propeirties ovah too, Panel Vdirktg it avallable in , 7fis, and ti#ka e c itegorles, The fij cat --sy Ninal has grcoves sp~vc d at $ ii Ghes YA Extenorsidingt m), vp pi, tress st Me gr'a of tr tGta€r i 6 iri ch (4 Min) art:i a Minir`i rri th,oki1 at tine s;aVap, of 0,136 inch (4 r€ im). The ,+ 0- t"Ord Mel hay rooves 2.0 . kl s zap at 4 or $ inch 41 -2 of ,203 rnrtri t,'itti a mi.lin Lim L€ sr i iS. rc ' l r tisrt ra . €i in arts LP a r adim thickness at the r oo es nt 0.235 irich !6 rnrn) and a Precision Panet Siding] are used:as; exteriw wail +ovelin nairli32 vats thickness w the st iitia!3f C}.'l 9tI t; ip$ f }. f i i t riE 4 ' sif: l ik iei ii+€"'.`. 'kPi riuY C:t7i s a?E t3 l " I a#i>;;a'4ti7.`'i C, .. - The ; tegcfy _.paj Sao r1C s grob 1es gyp --ace at 4 or irv{ hes (10 xr, 0 .rrir ;.. # i a a s rka ritxri ltrekrress at g :ri i pc ittr:d.. grocovesof9 i, ii^.,.i t8 rrrra) iand a mini€r€t ", >hiplz;p P Simurt ide :Precision Panel .Siding may t.is d as th .a nes of E, 94 inch (5 rrviiyk, ty-icing meth 3. fol,.conventional - wo"1 fr o.A'ts a FYfc t$ ( g' Precision d"' ff Fi'it i,,.:t i u'b 3'St s S fki-cifac-l !;i IBC- -on- on-:2308; .3 and IRIC,+ SEs';'fion " Raked W;dui Ors Ex fit s "Li t idirig .aylt8 1 inq. . t7?. 10. hen classification is 3ttadin :21`e la..W 0t.i t ESQ» panel. The LP Srnart ide'e rrecisiran Panel siding maybe uses a Exterior Rate; Siding. is int ndod to be installed in sh-eathing for wood structural panel ehea- walls having spSAc tiaras" in [ 4C 6-Glion 2SCi89'3 and allowable shear loads, specified For P 2,& irn pliarit ' lPa ' ection R6911 as art extorR for oardi-bosi d the ati ;no in a .ardarice wi h 2003r'2006 18C. jonn-ti :,l exposure to weather or S diti6n of s'i€niiar thin 2306,4.1, arid 2009-12012 1 1, set3ion h063, everipi , iri addition to. the anlevc.l d appt.cabcn for LNtenor , PoVisad Dreomher 2014 21 rfz tittrYi h4 u34 P% Qe' 11 of 7