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115 E Coleman Dir - BR18-004586 - SHEDCITY OF Ski4FORD F ^ FIRE DEPARTMENT, Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ J 1 / 76 Job Address: jf 5 CacS ak_IwAe Kk Parcel ID• a-,R1) - 30 -60a - e6W - 2 2 Type of Work: Ne %QAdditionF]Alteration Reyir Demi M — . a t- Historic District: Yes Noba Residential Commercial Ct ange of Vse Move Plan Review Contact Person. Scott Earl/Permit-It, LLC Title: Owner Phone: (407) 985-2990 Ext 206 Fax: (360) 998-3228 Email: tuffshed@permit-it.com IV Property Owner Information Name 0 Phone:(VO)zs-a— Street: f 1 ac Resident of property? ' - a City, StateZip: Name Tuff Shed, Inc./Tom Saurey Street: 8524 E. Colonial Drive City, state zip: Orlando, FL 32817 Contractor Information Phone: (407) 985-2990 Fax: (360) 998-3228 State License No.: CBC1253645 Architect/Engineer Information Name: Richard Wills #76835(Tuff Shed, Inc. Phone: (303) 753-8833 Street: 1777 S. Harrison St. Ste 600 City, St, Zip: Denver, CO 80210 Bonding Company: N/A Address: Fax: ( 360) 998-3228 E-mail: tuffshed@permit-it.com Mortgage Lender: N/A 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, heaters, tanks, and air conditioners, etc. FlJC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 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 ofthis 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 ]CC 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 construction and zoning. 8/ ad- 4 signature of Owner/Agent Date IfC 't) ItraCl Agent Date Tom Saurey Print Owner/Agent's Name Print Contractor/Agent's Name Signature ofNotary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID E LEVYSignatureofNotary-Sta of ' t coorado NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20174023626 MY COMMISSION EXPIRES JUNE 6, 2021 Contractor/Agent is V Personally Known to Me or Produced ID N/A Type of ID ,,A BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads SK- i APPROVALS: ZONING: //•Zd./ UTILITIES: COMMENTS: ENGINEERING: FI RE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: Ok to install 6 x /Z (-'74 sgft) shed as shown on plan. Meets area and dimension regulations for the SQ-I zoning district. Shed must be a minimum of 7.15' ft from the side property line and a minimum of from the rear property line. BUILDING: Revised: January I, 2018 Permit Application CITY OF SAJI40RD DEPARTMENT PERMIT #: i g ~ q '5 8 Building & Fire Prevention Division RESIDENTIAL SIZED AFFIDAVIT 120 SQUARE FEET OR LESS ADDRESS: l ! E • \ U E M ft < C (9 . O PAF-ORD, 1= C. , . 2 T7 3 I ' © ` L 1 4 y,V- —I , HEREBY AFFIRM THAT ALL OF THE FOREGOING INFORMATION IS TRUE AND ACCURATE. THE SHED TO BE INSTALLED ON THE PROPERTY LISTED ABOVE WILL BE REQUIRED TO MEET THE FOLLOWING: INSTALLED TO MEET ALL MANUFACTURER REQUIREMENTS, PROPERLY TIED DOWN PER MANUFACTURER RECOMMENDATIONS, AND LOCATED ON THE PROPERTY IN ACCORDANCE WITH THE APPROVED SITE PLAN. SITE BUILT SHEDS MUST ADHERE TO COMMON CONSTRUCTION PRACTICES. I UNDERSTAND THAT FAILURE TO PROPERLY LOCATE THE SHED IN THE APPROVED LOCATION WILL BE A VIOLATION OF CITY CODES AND COULD RESULT IN THE SHED HAVING TO BE RELOCATED OR TAKEN DOWN AT THE OWNER' S EXPENSE. LICENSED CONTRACTOR LICENSE #: c i 2,53(945 COMPANY/ CONTRA CONTRACTOR SIGNA El HOMEOWNER( CTOR: TURE: DATE: 1' 2 0 OWNER/ B R OWNER/ BUILDER NAME: OWNER / BUILDER SIGNATURE: DATE: PLEASE NOTE** THE BUILDING DEPARTMENT WILL NOT CONDUCT ANY INSPECTIONS ON SHEDS SIZED 120 SQUARE FEET OR LESS. THIS AFFIDAVIT MUST BE PROVIDED, SIGNED AND NOTARIZED, AT THE TIME OF PERMIT SUBMITTAL AND WILL SUFFICE AS THE FINAL INSPECTION APPROVAL FOR THE SHED. i STATE OF FLORIDA COUNTY OF ` ft-1 Sworn to and Subscribed before me this % -Oay of 1 ' 20 y: r Who is Personally Known to me or has Produced (type of identification) as identification. T b iv — Signature of Notary Public State of Florida Print/ Type/Stamp Name of Notary Public ANNETTE BLAND Notary Public - State of Florida Commission # GG 060623 My Comm. Expires Jan 16, 2016 Effective: August 1, 201 Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst#2018132049 Book:9252 Page:910; (1 PAGES) RCD: 11/20/2018 12:54:06 PM REC FEE $10.00 CERTIFIED COPY GRANTCLERKOFTHECIRCUITC MRTOYANDCOA "PT;a,,. THIS PRVPD,,qqY• ,• •LER Name: Tuff Shed J 4il HV3 1T SEMIfJO' U,%i FLORIDA Address: 13524E olonlal Drive, Orlando, FL' 32817 8Y : r Date DE I' CLERK WOTICE OF COMMENCEMENT Permit Number: Parcet ID Number. 12 - ZD - 3D ^ 5OZ - OcJ00—O q 0 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: (Legaadescription of the property and street addres ff gvaliable Sin le Famiiv Residence 11 b 1^, Ltd'lFt N CI R. 5 R• 7.0 4.• GENERAL DESCRIPTION OF IMPROVEMENT: 12. r SPED 3. OWNER INFORMAT!P OR LESSEE INFORMATION IF THE LESSEE ONTRACTED FOR THE IMPROVEMENT: Name and address: )ty16-P4Y ODNNIS4C tIN 1 '—,Cn+-EGy1R 0ii.5%SiMl j •c,2T73 Interest In property: Owner ^I Pee Simple Title Holder (if other than owner listed above) Name,. Address: 4. • CONTRACTOR: Name: Tuff Shed Inc, License # CBC 1263645 Phone Number. 407-282-2444 Address: 8524 E Colonial Drive, Orlando, FL 32817 6. SURETY (if applicable, a copy of the payment bond is attached): Name: N/A Address, Amount of Bond: 6. LENDER: Name: Phone Number: Adaress: 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)(8)7., Florida Statutes. Name• N/A Phone Number. Address-- 8. in addition, Owner designates of to receive a copy of the Usnoes Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number: 11. Expiratlon 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. p olt t L ; K Slpnawn of Owner or o ~& or'Raw& Pdrd Name and SI@utim'e'nIs Ofte) A, drsod:edOfUar lNeneperl stabs of Florida county of. —Ora I i'h day a* (LP, zo r n rheforegoinginstrumentwasack-ledgedbefore me this by _ r- 1 Who is personatly known to me OR N apersan .tstemem Who has produced Identification jWtype of Identification produced: rFL r i .Ir' S 1 _I ('e 1 S P tZOZ' Blupsandx3wwo]6yy , 3ZSC5, D7=Uolsslwwo] • = N gnd, S,e3oN •lam' sEsa' c aNllae nn n Sales Consultant 1:111141111 so #: E 3 059 - Customer Name: BARN IUO DEL: 99 1,00 INSTALL DATE: T T OVERHEADVIEW Base Paint: N Trim Paint: Accent Paint(AP): N A AP Location: I0 r; Shingle: li t o o wW v011C DripNent Color. tO 4 Options (List): 10 Initials Customer or responsible individual will be at site at time of delivery?........................................................................,9 NO Is site clean and level? (Customer understands a leveling fee may apply if site is more than 4" out of level.) ..........................................(b NO _ Is there 18" clearance around all 4 sides of the building?...............................................................................................(&) NO — Is there clear access to the building site?...................................................................................................................... NO — Is there a 110-volt/20 AMP power outlet within 100'?.................................................................................................... NO — Customer understands building permits, fees and all related cost of site readiness are customer's responsibility?.....(Sh NO — Customer has been presented the "What to Expect" document?.................................................................................0 Customer understands that changes, cancellations or postponement will result in restocking/rescheduling fee? ....C5 NO — Isthis a NO FLOOR option?............................................................................................................................................. Does the Customer plan to insulate this building?.......................................................................................................... How close to the build site can we park our vehicle?......................................................................................................Zft. _ Special Instructions: t CUSTOMER APPROVAL: Signature. ' Date: / TUFF SHER Storage Buildings & Garages 1777 South Harrison Street, Suite 600 • Denver,CO 80210 office:303-753-8833 • facsimile:303-474-5520 LIMITED POWER OF ATTORNEY Date: 114 /2018 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 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 The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: 11/30/2019 License Holder Name: Tom Saurey (Tuff Shed, Inc.) State License Number: CBC1253645 Signature of License Holder: State of Colorado County of Denver The foregoing instrument was acknowledged before me this 4AWof November , who is personally known to me and who did not STEPHANIE BUTLER NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20024017819 MY COMNNSSION EXPIRES OCTOBER 11, 2021 Stephanie Butler Print or type Notary Name Notary Public — State of COLORADO Commission No. 20024017819 My Commission Expires: 10/11/2021 www.tuffshed.com HoundaTy SuTuey for / ^N WG TImothy P. G Bonnie Le Cain s,w 2 0, Lot 9, SOUTH PINECREST, THIRD ADDITION P Plat Book it. Pages 62-63, -- Seminole County, FloridaA r N898 56' 46' I Y 34L r x o a a a60z r%ANN. r Lot 8 i, fence .3.3' Inel Of B Ok to install 9 x iZ ( qG sgft) shed as shown on plan. Meets area and dimension regulations for the S2-1 zoning district. Shed must be a minimum of 7.'5 ft from the side property line and a minimum of L• from the rear property line. l I I 1m14e bill •I 1•1.510 fence .0 r Imlee retired 36 el. l- Lot -9 o i Story w L wtit Residence d 0115 1 tZfoz a 31. e• o 0 can i 1.x 1 x i S89' 59' 5J° N i 19.62' tt.tt t In,+st lent. 6• all Rn:c .6e W431 B+ett rill 1 -ern Ce Lut 10 i 1 i I 1 l.egena eeavereo 3' Rouno ccncreie nonvient a = Set 4'&4' Cpncrete Woman'. AL96300 This Survey Certified To. 4 - E:G'fErEO'Wi S 00:k LS4253 Universal Land litle. Inc. R corerea x Cut Ir. concrete First American Title Insurance Co. c Aemiere.^, !roil RJG c- Fipe as snuwa a = c;.ct.era" !r2' rGr Pea nee Countrywide Hame Loans. Inc. yt;: =c!e ae _3aNr. Tiaothy P Cain 1-- •E' a es:e --_ •q• Cna i n „nk fence Bonnie L. Ca i n DOUnUUTY '5UTVey for Timothy P. G Bonnie L. Cain ., ce w 0, Lot 9, SOUTH PINECREST, THIRD ADDITION Plat Book It. Pages 62-53, Seminole County, Florida Ok to install x sqft) shed as shown on plan. Meets area and dimension regulations for the Sfi-1 zoning district. Shed must be a minimum of 7-5- ft from the side property line and a minimum of LLfrom the rear property line. Lot 8 Wtimes N89666'46#14 fig. BrY 10. la/NEbit; I'll.sivao Lot 9 N F_ xr ti I Story Residence IdenceLu cm C1 Cn CM 2Z4NU r f 1pts 4 4* In Ise for - a m ,era —1 Blect bill I Lot 10 Legeno ecovereo 3, Qouno ccricrele monugent a Set A'zj' Concrete manusen: s1.56300 This Survey Certified To. L Qt:to-ttrlte N3; k ; Gisis LVES3 Universal Land litle, Inc. x R!coierea x Cut ir. concret? 0 Aa-coliere." iral 90c Cr Pipe as 5nown First American Title Insurance Co. R. n,Zviral. !!Z -r&n Poo nee Countrywide Home Loans. Inc. Timothy P Cain n— - 4'Cnaln ;:ni, fence Bonnie L. Cair, at . — I-- 1 —1. -1 — Boundary SUTVey for cil Timothy P. Bonnie L. Cain NOV 2 0 Lot 9, SOUTH PINECREST, THIRD ADDITION Plat Book it. Pages 62-63. P ivr;'. Fr,njSeminoleCounty, Florida Ok to install x sqft) shed as shown on plan. Meets area and dimension regulations for the zoning district. Shed must be a minimum of ft from the side property line and a minimum of W from the rear property line. Lot 8 1144:1 ,mu,bill .1 I'MslckN89166' 450 W it9. 86' x f .0 Jr IM let9"a l"Alor Cr 0 Io 44.4' Lot 9 C71 LU f Story Idence Z c can IN r F x llro'% 6, all Lul Ugeno 13 - Recoyerea 31 R300 clancrele 40huReAl N - S-;' 4*14' CDAVeU N(JAUVW, al-96300 This Survey Ceriii'led To Aeta-ftrta Mil & Wsik LSQU Universal Land title. Inc. R!coverea x lcui in concrete First American Title Insurance Co. k5ccvere." 'rran Rat cr Pipe as 5nown Countrywide Home Loans. Inc. vare.' -ror, Pca no# A . Tlaolhy P CainLi;r,t ;c.e fhown 6' i*26"c ;-nce —x— -4- cf%ain i ;AX t once Bonnie L. Cain NOTES: GCODE: UNINHABITED UTILITY BARN SHED UP TO 12' WIDE x UP TO 24' LONG BUILFLORIDA BUILDING CODE, 6th EDITION (2017) PTB TB600BUILDINGSARENOTFORHIGH -VELOCITY HURRICANE ZONES (HVHZ) 2. DESIGN LOADING: WIND SPEED: VL,it = 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: COMPONENT AND CLADDING: ROOF: 31 PSF (ZONE 1) WIND PRESSURE (psi? (ASD VALUES) 67 PSF (ZONE 2,3) BASED ON 10 SQ FT) WALL: 34 PSF (ZONE 4) 42 PSF (ZONE 51 INTERNAL WIND PRESSURE COEFFICIENT: +0.18 ENCLOSED BUILDING) -0.18 FLORIDA BUILDING APPROVAL NUMBERS- 1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL FL20743.1-R1. 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6-R5 3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL FL10674.1-R13. 4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. - FLORIDA BUILDING APPROVAL #FL1 7206.1 -R4. 5. MARLYNMETALS, INC METAL ROOFING - FLORIDA BUILDING APPROVAL #FL8393.5-R5 AND #FL8393.7-R5. 6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS - FLORIDA BUILDING APPROVAL #FL17667.1-R1. 7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)- FLORIDA BUILDING APPROVAL #FL17588.1-R1. 8. OX PAPERBOARD MICHIGAN, LLC THERMO-PLY SHEATHING FLORIDA BUILDING APPROVAL #FL16391.1-R2. HEADER NAILING: HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER 16d @ 16" STAGGERED FACE NAIL NAILING: REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. MAX WALL HEIGHT FOR EACH SHED: TB600 - 5'-10 3/4" (70 3/4") PTB - 6'-4 1 /2" (76 1 /2") 5F:::, 12 29 x OPTIONAL LOFT C.,) 6'-T WIDE LOFT JOIST - 2X6 8'-10' WIDE LOFT JOIST - 2X8 X 12' WIDE LOFT JOIST - 2X10 W 2 J O SEE SHEET 3 FOR THE STEEL FLOOR WITH ANCHOR DETAIL OR 1 FOUNDATION DETAIL i0 } 6'-0" TO 12'-0" WIDE 1 BUILDING SECTION SCALE: N.T.S. DOUBLE TOP PLATE 1/2" PLYWOOD SPACER HEADERS FOR OPENINGS UP TO T-0" 2) 2x4 SPF #2 2x4 WINDOW SILL SIDEWALL DOORS NOT TRIMMERS AVAILABLE ON THIS MODEL FLOOR DECKING BASEPLATE COLLAR TIE REQUIRED ONLY AT 12' WIDE SHEDS, SEE TRUSS CALCULATIONS REFER TO THE TRUSS DESIGN FOR LUMBER SIZE, PLATE SIZE, AND TRUSS SPACING FLORIDA APPROVED OWENS CORNING OAKRIDGE 30 YEAR SHINGLES - FL10674.1-R12 OR- FLORIDA APPROVED THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - FL5218.1-R2 SEE THE TRUSS TO WALL CONNECTION DETAILS - DETAIL 2 OR 5 WALL FRAMING TO BE 2X4 SPF #2 OR BETTER @ 16" OC. FLOOD VENTS IF REQUIRED ONE SQ INCH SCREEN FOR EVERY ONE SQ FT OF BUILDING. REFER TO THE DOOR DETAIL OPENINGS UP TO SHEET 2) FOR THE DOOR USE (2) 2x4 SPF A DESIGN OPENING '-1" T, USE (2) 2 6 PF #: 4 WINDOW FOR SIDE WAHEADS DETAIL 36 FOR SIDE WADOORRDETAIL ® LLSEND WALLSHEADER F OR SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. _ I".- — . __ FOR WINDOW OPENINGS UP TO T-0" RAFTER BOTTOM NOV 2 0 2018 WALL TOP PLATES TOP PLATES ARE TO BE NAILED TOGETHER. NAILS ARE TO BE DRIVEN IN AT AN ANGLE. 10d NAILS STAGGERED AT 12" O.C. SOUTHERN PINE STUD (TYP.) OTRUSS TO WALL CONNECTION DETAIL SCALE: N.T.S. RAFTER WALL TOP PLATES TOP PLATES ARE TO BE NAILED TOGETHER. NAILS ARE TO BE DRIVEN IN AT AN ANGLE. 10d NAILS STAGGERED AT 12" O.C. SOUTHERN PINE STUD (1 OTRUSS TO WALL CONNECTION DETAIL I l • . SCALE: N.T.S. 7/ 16" OSB SHEATHING OR 7/16" OSB SHEATING WITH FOIL BACKING SIMPSON H8 PLATE ON INSIDE AT EACH RAFTER TB600 - USE (2) 2X4 TOP PLATES PTB - USE 2X4 AND 2X6 TOP PLATES AS SHOWN 7/ 16" OSB SHEATHING OR 7/16" OSB SHEATING WITH FOIL BACKING SIMPSON H8 PLATE ON INSIDE AT EACH RAFTER TB600 - USE (2) 2X4 TOP PLATES PTB - USE 2X4 AND 2X6 TOP PLATES AS SHOWN Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED, INC.•.<s i TITLE DRAWING NO. TUFF SHED DESIGN ARE THE PROPERTY Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ` F ••'• % FL-PTB-TB600-01 DRAWINGS ARE FOR A BUILDING SECTIONS Storage Buildings & Garages Date: 2/24/17 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. = No. ••C - REV. LEVEL 01 SiteAddress: AND BUILT BY TUFF SHED. _* — HEADER FRAMING DETAILS TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET FBC 6th EDITION (2017) SHEET Building SIze:WIDTH-LENGTH - HEIGHT. SQ. FT. AREA Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210-09,•••. TAT OF Scale: N.T.S. RECORD (_,03) 753-8833 EXT. 96315 iO Rr•••"o a•. ' 155C PAGE 10 4 sill SINGLE DOOR ASSEMBLY TOP VIEW SCALE: N.T.S. BOLT LATCH ON FIXED DOOR FOR ATTACH)) BOLT ( 1) BOLT LATCH AT THE TOP D LATCH AT THE BOTTOM OF THEFIXEDDOOR. ATTACH EACH BOLT LATCH ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. Pill IJAG\I G\IG•l Iiila 1 INSTALL DOOR HANDLE PER MANUFACTURER'S INSTRUCTIONS. USE #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. ATTACH STRIKE PLATE WITH (2) 8 x 2" SQUARE DRIVE WOOD SCREWS. DB DOUBLE DOOR ASSEMBLY TOP VIEW SCALE: N.T.S. 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. 3/8 SMART SIDE NAILING REQUIREMENTS USE THESE NAILING TABLES FOR THE PTB AND TB600 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 TOTALBEINGWALLWALLOPENINGCOMBINEDBEINGWALLWALLCOMB. USED WIDTH LENGTH EDGE NAILING NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING] COMBINED SHEAR WALL NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL 6' 6-24' T8d NAILS @ 6" O.C. 0' 6'-24' 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 6' 6'-24' 8d NAILS 6" O.C. UP TO 12' 4' 8' 8'-24' 8d NAILS 6" O.C. UP TO 12' S' 10' 1 U-24' 8d NAILS @ 6" O.C. UP TO 12' 6' 10, 10'-24' 8d NAILS @ 4" O.C. UP TO 12' 4' 12' 12'-24' 8d NAILS @ 6" O.C. UP TO 12' 8' 12' 12'-24' 8d NAILS @ 4" O.C. UP TO 12' S' EXTERIOR DOOR SHEATHING PREMIER SERIES - 1/2" DURATEMP SUNDANCE SERIES - 3/8" SMARTSIDE INTERIOR DOOR SHEATHING PREMIER SERIES - 1/2" CDX SUNDANCE SERIES - 7/16" OSB HINGE ATTACHMENT ROOF SHEATHING 7/16" OSB) WIDTH LENGTH FIELD NAILING EDGE NAILING 6' 6'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. 8' 8'-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' 18d NAILS @ 12" O.0 8d NAILS @ 4" O.C. NOTES: 1. USE 8d COMMON OR GALVANIZED BOX NAILS. RR DOOR/DOOR TUFF SHED HINGES TABLE NOTES: PANEL, FILL EVERY HOLE IN HINGE WITH Al. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SMARTSIDE 8 x 2-1/4" SQUARE WITH FOIL BACKER. DRIVE WOOD SCREW. 2. NO SINGLE OPENING GREATER THAN 8'-0" 3. * 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM. THE END WALL OPPOSITE OF THE OPENING MUST BE FULLY SHEATHED, IN THE 3-SIDED DIAPHRAGM CASES. THE END WALL WITH THE OPENING DOES NOT HAVE A MIN. RETURN 3 HINGE ASSEMBLY WALL ON EACH SIDE OF THE OPENING. FRONT VIEW 4. USE COMMON OR GALVANIZED BOX NAILS. 5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d 12" O C 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. 6. ON THESE BUILDINGS 6' X 10'-18' THE T DOOR IN THE END WALL WILL NEED TO BE OFF SET. THERE WILL BE A 2' PANEL ON ONE SIDE AND A 1' PANEL ON THE OTHER SIDE OF THE DOOR. 7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED ON n BOTH SIDES. I 6' 6' 8d NAILS @ 4" O.C. SEE NOTE 3 6' 8'-9' 8d NAILS @ 3" O.C. SEE NOTE 3 6' 10' 8d NAILS @ 6" O.C. 0' 6' 6' 12'-16. 8d NAILS @ 4" O.C. 0' 6' 6' 18'-22' 8d NAILS @ 3" O.C. 0' 6' 8' 8'-14' 8d NAILS @ 6" O.C. 0' 8' 8' 16'-22' 8d NAILS @ 4" O.C. 0' 8' 8' 24' 8d NAILS @ 3" O.C. 0' 8' 10, 10'-16 8d NAILS @ 6" O.C. 0' 10, 10, 18'-24' 8d NAILS @ 4" O.C. 0' 10, 12' 12'-18' 8d NAILS @ 6" O.C. 0' 12' 12' 20'-24' 8d NAILS @ 4" O.C. 0' 12' MIN 2'-0" RTN WALLS ON EACH END OF WALL- MIN 2'-0" WALL SEGMENT 6' 8d NAILS @ 3" O.C. 3' SEE NOTE 3 6' 10, 8d NAILS @ 4" O.C. (BS) 3' 2' RE: NOTE 6 6' 12'-14' 8d NAILS @ 3" O.C. (BS) 3' 2' RE: NOTE 6 8' 8' 8d NAILS 6" O.C. 3' S' 8' 10'-12' 8d NAILS 4" O.C. 3' S' 8' 14'-18' 8d NAILS 3" O.C. 3' S' 8' 8'-10' 8d NAILS 4" O.C. 4' 4' 8' 12'-14' 8d NAILS @ 3" O.C. 4' 4' 10, 10'-12' 8d NAILS 6" O.C. 3' 7' 10, 14'-18' 8d NAILS @ 4" O.C. 3' 7' 10, 20'-22' 8d NAILS @ 3" O.C. 3' 7' 10' 10' 8d NAILS @ 6" O.C. 4 6' 10, 12'-14' 8d NAILS @ 4" O.C. 4' 6' 10, 16-20' 8d NAILS @ 3" O.C. 4' 6' 10, 10' 18d NAILS @ 4" O.C. 6' 4' 10' 12' 8d NAILS @ 3" O.C. 6' 4' 12' 12' 8d NAILS @ 6" O.C. 4' 8' 12' 14'-18' 8d NAILS @ 4" O.C. 4' 8' 12' 20'-24' 8d NAIL 3" 4' 8' 1 ,_ 4, 6, 12' 16-18' 6' 1 6' 12' 12' 18d NAIL 3" 8' 14' I f Illl/l!/ TUFF SHEB Storage Buildings & Garages TUFF SHED, MFG. FACILITIES Order #. Customer: Address: P.O. # 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 cNI C N S••., / F • % No 76835 = 7 * = o'ti STgTE of ` p ••,c P i cuss/=,. °,R _9,.G c• TITLE DOOR DETAILS NAILING REQUIREMENTS FBC, 6th EDITION (2017) 155C DRAWING NO. FL-PTB-TB600-01DrawnBy: PKIDate: 2/24/17 RICHARD J. WILLS P.E.Site 1777 S. HARRISON STREET DENVER, COLORADO 80210 303) 753-8833 EXT. 96315 REV. LEVEL 01 Checked By: SHEET 2BuildingSize:WIDTH-LENGTH-HEIGHT-SG.FT. AREA Date: Scale: N.T.S. PAGE 2 OF 4 1/11I111110 12-14 X 3" HEX HEAD SELF -TAPPING SCREWS SPACED @ 12" OC. -- 3/4" APA OR TECO RATED T&G FLOOR DECKING. 2X6 STEEL JOISTS @ 24" OC — 10 X 3/4" PAN HEAD SELF -TAPPING 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) OT17SWB OR- OT24SWB I% 1. STEEL SHED FOUNDATION: 600T125-54 - 16 GAUGE STEEL TRACKS G140 ZINC COATED 600S137-54 - 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 @ T-0" O.C. MAXIMUM. BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM. STUD 3/8" NYLON LOCK NUT Z BASEPLATE FLOOR PLY 1 1/2" HILTI KWIK BOLT TZ STAINLESS STEEL 304 EMBEDMENT DEPTH = 2" STEEL SI 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 CONCRETE RE: DETAIL 3 SHEET 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 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 1 r CORNER STUD AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES PART NUMBERS: OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER OT17SWB - 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 AUGER ANCHORS STUD Q WIDTH LENGTH OF ANCHORS 6' 6'-18' 4 ANCHORSw 0 8' 8'-24' 4 ANCHORS U) 10, 10'-24' 4 ANCHORS q STUD 12' 12'-24' 4 ANCHORS ih SIDING 4-ANCHORS PROVIDE (1) AT EA. CORNER OF THE BUILDING. TRIM i END WALL 7 L 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 4 CONTINUOUS n 1 3/4' TOP & BOTTOM U >- FINISH CONCRETE FLOOR C01 ~ GRADE I NOTES: O g SLAB1. ANCHORS TO BE KWIK BOLT TZ, 304 SS 2. PROVIDE (1) ANCHOR AT EA. CORNER 3" CLR. REINFORC OF THE BUILDING. THE REMAINING j PER NO ANCHORS EQUALLY SPACED ALONG THE U TYP. LENGTH OF THE BUILDING. (1/2 THE co 8REMAININGANCHORSONEA. LENGTH T CK I SIDE EQUALLY SPACED). MIN. CONCRETE FOUNDATION DE Al 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, Pc = 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: A A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING 1/2" DIA X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS. B. ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 5" INTOTHE CONCRETE AND SHALL BE SPACED NOT MORE THAN 6OC. 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. THESE DRAWINGS AND THE TUFF SHED, INC. A• .!1// /j TITLE DRAWING NO. Order #. P.O. # / TUFF SHED DESIGN ARE THE PROPERTY Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT `• •C . SF<<5 FL-PTB-T6600-01 DRAWINGS ARE FOR A ; " DETAILS Storage Buildings & Garages Date: 2/24/17 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. Z 7¢;• .76835 REV. LEVEL 01 SiteAddress: AND BUILT BY TUFF SHED. _ n TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS 1777 S. HARRISON STREET = r SHEET FORBIDDENBYBOTHTUFFlFBC, 6th EDITION (2017) 1 Date: Building SHED AND THE ENGINEER OF DENVER COLORADO 80210 % s ATE • \ IngSIZe:WIDTH-LENGTH-HEIGHT-SQ.FT. AREA j O' % OF 3 Scale: N.T.S. RECORD (303) 753-8833 EXT. 96315 i ; t o R 1 o P •: •c Q F 155C PAGE 3 OF 4 WYiiii T-2" o 2'-2%- 4, 12 5 V N, 3X6 20 GA— N PLATES TYP 6'-4" C C 6'-4" DESIGN LOADS: TOP CHORD LIVE LOAD = 20 PSF TOP CHORD DEAD LOAD = 10 PSF COLLAR TIE DEAD LOAD = 5 PSF BOTTOM CHORD LIVE LOAD = 30 PSF BOTTOM CHORD DEAD LOAD = 5 PSF 11 y8" 2X4 TOP CHORDS 12 2s 11y8" 2X4 TOP CHORDS 12 a 29 NOTES: FBC, 6th EDITION (2017) AN SI/TP 11-2007 TRUSSES TO BE SPACED @ 24" OC MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE #2 OR BETTER. PLATES ARE TO BE PRESSED IN THE WOOD PER TPI. 4'-2" 2'-11%" N 12 Q 5 12 N_ a M 3X6 20 GA PLATES TYP N 8'-4" 4'-2" 04 2'-113/8" to a 12 m Q 5 12 1'-2%„ 2X4 TOP c CHORDS ri 2X4 TOP N 3X6 20 GA CHORDS "' PLATES TYPNTch 6' SPAN REACTIONS: MAX. VERTICAL: 415 LBS. MAX. UPLIFT: -175 LBS. 5- 10d NAILS EA. SIDE 8'- 4" 0 N } 8' SPAN REACTIONS: MAX. VERTICAL: 585 LBS. MAX. UPLIFT: -205 LBS. 5'- 2" T- 713l 6" 12 Q 5 1129 3X6 20 GA PLATES TYP BOTH SIDES 10 - 4" 5'- 2" 3'- 713l 6" 12 Q 5 12 a 3X6 20 GA PLATES TYP BOTH SIDES 30TTOM CHORD 5- 10d NAILS EA. SIDE 10'- 4" V- 6 11 6" 2X4 TOP ifl CHORDS V- 6/l 6" 2X4 TOP CHORDS zo 10' SPAN REACTIONS: MAX. VERTICAL: 725 LBS. MAX. UPLIFT: -255 LBS. co v CM v 0 rn rn 6'- 2" 4.- 4516" hyl6" C' 4_712 Q 5 12 29 4'- 81 16" 2X4 TOP 3X6 20 GA PLATES CHORDS r1TYPBOTHSIDES12'- 4" 6'- 2" o a 4,-45l6" N 1-- 12 "-91 yl 6" Q 5 12 29 2X4 TOP 3X6 20 GA PLATES \\ I CHO DS I TYPBOTHSIDES2X10 BOTTOM CHORD I 5- 10d NAILS EA. SIDE 12'- 4" 12' SPAN REACTIONS: MAX. VERTICAL: 865 LBS. MAX. UPLIFT: -300 LBS. NOTE: NOTE: REP MEMBER INCREASE: YES TRUSS MAY BE USED ON BUILDING LENGTHS NOTE: NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE U ED O B LDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS LUMBERD.O.L.: 1.25 UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHER UP TO 20FT UNLE SC I IN JOIST OR OTHER UP TO 24FT UNLESS CEILING JOIST OR OTHER WIND: TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. TENSION TIE IS P OVI ED. TENSION TIE IS PROVIDED. ASCE 7-10, 155 mph, Exposure C, D.O.L.=1.60 MAXIMUM DEFLECTION (12 FT. SPAN) VERT LL: 0.06 in. PLATES ARE MANUFACTURED BY EAGLE METAL ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN VERT TL: 0.08 in. PRODUCTS, ICC-ES #ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. Order #. P.O. # THESE DRAWINGS AND THE DESIGN RE THE PROPERTY TUFF SHED, INC. ` r, , E S F'••S TITLE DRAWING NO. TUFF SHED Customer: Drawn By: PK OF TUFF SHED, INC THESE ENGINEERING DEPARTMENT FL-PTB-TB600-01 DRAWINGS ARE FOR A = No. 76835 TRUSS DETAILS Storage Buildings & Garages Date: 2/24/17 BUILDING TO BE SUPPLIED RICHARD J. WILLS P.E. _ •:* SiteAddress: AND BUILT BY TUFF SHED. -_ = REV. LEVEL 01 UFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS n8=6 STATE of FBC, 6th EDITION (2017) SHEET 1777S. HARRISON STREET % -o / FORBIDDENBYBOTHTUFF .•• `} BuildingSIZe: WIDTH-LENGTH -HEIGHT -SQ.FT. AREA Date. SHED AND THE ENGINEER OF DENVER, COLORADO 80210 i O •.•jP4 O R 1 p P ; 'l` RECORD ( 303) 753-8833 EXT. 96315 i/ FSS' - NG 155C Scale: N.T.S. ONA L F -, PAGE 4 OF 4 n City of Sanford NOV 2 0 2013 Building and Fire Prevention Product Approval Specification Form Permit # tfProjectLocationAddress115COc,5 061MCO C As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildina.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hung pz,• / Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 may, Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding 1' Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other T. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Tuff Shed, Inc. State of Florida License #CBC1253645 Product Approval Cover Sheet Customer Name: Bonnie Cain Address: 115 East Coleman Circle Permit # As required by Florida Statue 553.842 and Florida Administrative Code 913-72m. 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 6th Edition (2017) Standard Shed Materials X ProductType Manufacturer Model#/ FL product HVHZ X Siding Panel LP Corp Panel FL9190.6-R5 YES Siding (Lap) James L Hardie Lap FL10477.1-R6 YES Window - Single Croft LLC Series 96 FL15585.1-R5 NO X Window - Sliding Tafco Corp Series 82000 FL20743.1-R1 NO Fixed Transom Innovations Inc. Transom FL17667 NO X Roof underlayment Woodland industries 151b Felt FL17206.1-R4 YES X Asphalt Shingles Owens Coming Oakridge FL10674.1-R13 NO Door (Double) Tuff Shed, Inc. Standard -Double Door FL22202.1-R3 YES X Door (Single) Tuff Shed, Inc. Standard- Single Door FL22202.3-R3 YES Door (Double) Tuff Shed, Inc. HVHZ-Double Door FL22202.2-R3 YES Door (Single) Tuff Shed, Inc. HVHZ-Sin le Door FL22202.4-R3 YES Custom Materials Used Steel Door - Inswing JELD-WEN 6 panel / 3068 / Inswing FL11136.1-R7 YES Steel Door - Outswing JELD-WEN 6 panel / 3068 / Outswing FL11136.2-R7 YES Full lite Door JELD-WEN 3068 FL17454.1 R1 NO Full lite Door JELD-WEN 6068 9 lite Door JELD-WEN 3068 Metal Roofing Metal Building Supplies 5V Crimp FL4525-R4 NO Metal Roofing Metal Building Supplies TM Rib FL4525-R4 NO Flood Vents Flood Solutions LLC Foundation FL17588 NO Florida Building Code Online r Page 1 of 3 BCtS Home log In { User Registration Hot Topics J Submit surcharge t Stats & Facts Publications Contact Us BCIS Site Map Links search FI nda @Product Approval USER: Public User Product Approval Menu > product or Application Search > Application List > Appikation Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated FL22202-R3 Revision 2017 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Tuff Shed, Inc. 1777 South Harrison Street Suite 600 Denver, CO 80210 303)474-5524 licenses0tuffshed.com Tom Saurey licenses0tuffshed.com Patrick Kessler 1777 S Harrison Street Denver, CO 80210 303) 753-8833 Ext 5617 pkessier®tuffshed.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Surd YPBt ASTM E330 2014 TAS 202 1994 Method 1 Option A 09/20/2018 09/24/2018 https://www.floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDquYPIHVa8bq... 11/15/2018 Florida Building Code Online 1 Page 2 of 3 Date Pending FBC Approval Date Approved 10/02/2018 Summary of Products FL !F Model, Number or Name Description 22202.1 Side -hinged Wood Shed Door Side -hinged Wood Shed Door (Outswing - Double Door) Outswing - Double Door) Maximum Size 80.25" wide by 84" high Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL22202 R3 C CAC TUFF456CCL.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 06/14/2028 Design Pressure: +42/-42 Installation Instructions Other: Structural only FL22202 R3 II AP-FL-PGEN-03 (Double Door),Ddf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 22202.2 Side -hinged Wood Shed Door Outswing Double Door) HVHZ Side -hinged Wood Shed Door (Outswing - Double Door) HVHZ Maximum Size 80.25" wide by 84" high Limks of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL22202 R3 C CAC TUFF456CCL.Rdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 06/14/2028 Design Pressure: +54/-54 Installation Instructions Other: Structural only FL22202 R3 II AP-FL-PGEN-03 (Double Door - HVHZ).Ddf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 22202.3 Side -hinged Wood Shed Door Outswing Single Door) Side -hinged Wood Shed Door (Outswing - Single Door) Maximum Size 56" wide by 83.75" high Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22202 R3 C CAC TUFF456CCL.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 06/14/2028 Design Pressure: +42/-42 Installation Instructions Other: Structural only FL22202 R3 II AP-FL-PGEN-02 (SInole Door).odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 22202.4 Side -hinged Wood Shed Door Slde-hinged Wood Shed Door (Outswing - Single Door) HVHZ Outswing Single Door) HVHZ Maximum Size 56" wide by 83.75" high Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL22202 R3 C CAC TUFF456CCL.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 06/14/2028 Design Pressure: +54/-54 Installation Instructions Other: Structural only FL22202 R3 II AP-FL-PGEN-02 (SInale Door - HVHZ).odf Verified By: Window and Door Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State ofFlorida 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 tothis entity. Instead, contact the office by phone or by traditional mall. Ifyou have any questions, please contact 850.487.1395. "Pursuant to Section 455.2751), 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. Ifyou 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 Chapter455, F.S., please dick ham.. Product Approval Accepts: RIM SCAecr M Credit Card Safe https:// www.floridabuilding.orglprlpr app_dtl.aspx?pamm=wGEVXQwtDquYPI14Va8bq... 11/15/2018 1/4 48 1/2 OPENING L i f 79 BOOR STRIKE PLATE 391/2 ` i A. 1/4 3611/1E 361111E 48DOOR— i5 PARTIAL FRONT VIEW ""bJ INSTALLATION INSTRUCTIONS: 1. ATTACH COMPLETE DOOR ASSEMBLY WITH HINGES TO WALL PANEL ASSEMBLY WITH ITEM 19 (#8 X 2-1/4" SO DRIVE WOOD SCREWS) AT LOCATIONS SHOWN. (4) SCREWS PER HINGE. 2. ATTACH ITEM 16 (STRIKE PLATE) TO ITEM 18 (TRIMMER STUD) WITH (2) ITEM 19 (#8 X 2-1/4" SO DRIVE WOOD SCREWS) AT LOCATION SHOWN. PARTS LIST ITEM PART NUMBER DESCRIPTION VENDOR 10 P47 4067 TUFF SHED DOOR TUFF SHED 11 STEEL BASE QUAIL RUN 12 STRUCTURAL WALL PANEL ASSEMBLY TUFF SHED 13 314" APA FLOOR DECKING APA APPROVED" 14 DOORTRIM-VERTICAL LOUISIANA PACIFIC 15 DOOR TRIM - HORIZONTAL LOUISIANA PACIFIC 16 STRIKE PLATE SIERRA PACIFIC 17 NOTUSED 18 TRIMMER STUD MARKET LUMBER 19 8 x 2-V4" SQUARE DRIVE WOOD SCREW GMS DOUBLE TOP PLATE OPTIONAL HEIGHT CONFIGURATION HEADER DOUBLE TOP PLATE PARTIAL EXPLODED n PARTIAL ASSEMBLY Q PARTIAL ASSEMBLY OUTSIDE VIEW OUTSIDE VIEW INSIDE VIEW Order #. PO # THESE DRAWINGS AND THE DRAWINGS BY: TITLE DRAWING NO. DESIGN ARE THE PROPERTY TUFF SHED, INC. SHED AP-FL-PGEN-02 DRAWINGS ARE FORA Customer: Drawn By: PK OF TUFF SHED, INC. THESE 4' (4067) DOOR ASSEMBLY e5StorageBuildings &. Gars — Date: 5124/18 BUILDING TO BE SUPPLIED IN HOUSE DRAFTINGDEPARTMENTt' g Site Address. AND INSTALLATION REV. LEVEL 01 AND BUILT BY TUFF SHED. 1777 S. HARRISON STREET — TUFF SHED, INC. R po to ssoz oz asoasCheckedBy: ANY OTHER USE ti DENVP.R, CULURADO 90210 SHEETvtrtk Date: FOR BY TUFF SHED o e nana (303) 753-TUFF Building Size:+.u-ux:TM--r.sa. R,„qEn INC &THE ENGINEER OF Y,,,.Y -_ ruFr s oWc, nssNrnEsnu REsccw swm roa Scala: N.T.S. RECORD. -1.11iEui OFTHESE OR ,rN saaoTE SHEET 2 OF 3 CuSiUCipN CF . HE 6U1_pNGSSHCVN MEREN. I---- (6 5116) 7I m TUFF SHED HINGE VENDOR: SIERRA PACIFIC PART #HTH6099 5 15 16, Vi VENDOR: OUISIANA PACIFIC ALE I— Ll 7 TUFF SHED "L" HANDLE_ VENDOR: SIERRAPACIFICPART #390209 VARIES BASED ON DOOR WIDTH { I I T STRIKE PLATE_ VENDOR: SIERRAPACIFICI I l 2 j STEELDOOR CHANNEL_ VENDOR: QUAIL RUN seise: a• r VARIES BASED ON DOOR WIDTH--------------------—, m M_ 3/ 8" SMATSIDE PANEL SIDING VENDORRLOUIISIANA PACIFIC FL APPROVAL # 9190.6 3 1 / 2) fTT {. (3112) { 7/16" OSB — SPACER 7/ 16" APA ENGINEERED WOOD PANEL_ 2 X LUMBER HEADER_ (( l g TOP & BOTTOM PLATES, STUDS VENDOR: "APA APPROVED" `— VENDOR: TUFF SHED VENDOR: MARKET LUMBER sale. 1-., sea. °--- MINIMUM 2X4 SPF #2 Storage Buildings & Garages TUFF SHED, INC. Order #. Customer. Site Address: PO # 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 TUFF SHED THE ENGINEER OF r `"" l a a na: ssoz Dz asD-IR in ertek D i . /a/18 as v Fe dby,.1_ a.—.--.s DRAWINGS BY: TUFF .S' HF,DjNG' - TITLE 4' ( 4068) DOOR ASSEMBLY AND INSTALLATION COMPONENT DETAILS DRAWING NO. AP-FL- PGEN-02 Drawn By: PK IN HOUSE DRAFTING DEPARTMENT 1777 S. HARRISON STREET DENVER, COLORADO 80210 303) 753- TUFF TUFFSHEDINC. .AM6TS ALL RESPONMaUTY FM HE r. ONtEWTOF7HESEORAY!NGbTHE CONSTR Mk OF THE RIAIDNGS SHOWN HEREtlJ. Date: 5123110 REV, LEVEL Ot Checked By: Y SHEET3 Dale: BuildingSlZe:xvTH-IF.IdGTH-nOcxFN.Fi.MFA Scale: N. T.S. INC 8 RECORD. SHEET 3 OF 3 Florida Building Code Online Page 1 of 2 SCIS Home Log In ; User Registration Hot Topics Submit Surcharge State 4 Facts Publications ; Contact Us SCIS Site Map Links Search ba Product Approval USER: Public: Userd'ra Product Approval Menu > Product or Application Search > Application List > Application Detail f7se'LW FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20743-R1 Affirmation 2017 Approved 9 TAFCO Corporation 1953 N. 17th Ave Melrose Park, IL 60160 773)301-7778 mike@tafco.com Lucas Turner Luke@TumerEC.com Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 06/17/2026 Scott Wolters, PE G Validation Checklist - Hardcopy Received FL20743 RI COI Eva lReportFPA-82000.Ddf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Year 2011 C I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes O No ON/A hips: //www.floridabuilding.org/pr/prapp_dtl.aspx?param=wGEVXQwtDgvFGlWOug... 11/15/2018 u Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products PH I FL20743 R1 COC 6thEdFBC-FL20743.Ddf Method 1 Option D 01/03/2018 01/03/2018 01/06/2018 FL # Model, Number or Name Description 20743.1 Series 82000 PVC Horizontal Sliding Window Limits of Use installation Instructions Approved for use in HVHZ: No FL20743 R1 I1 FPA-82000.odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner PE 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please see installation drawing and evaluation report FL20743 R1 AE EvalikeoortFPA-82000.9_df for additional details and limits of use. Created by Independent Third Party: Yes Back .e tad Lis :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State ofFlorida Is an AA/EEO employer. Cap,Yrioht 2007-2013 State ofFlorida.:: PtWacv 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, contactthe office try phoneor try traditional mail. Ifyou have anyquestions, please contact 850.487.2395. -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 usedfor official communicationwiththe licensee. However email addresses are public record. Ifyou do not wish to supply a personal address, please provide the Department with an email address which can be made available tothe public, To determine Ifyou are a licensee under Chapter 455, F.S., please dick MM. Product Approval Accepts: M -, Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvFGIWOug... 11/15/2018 SERIES 82000 HORIZONTAL SLIDING WINDOW, NON —IMPACT TABLE 1. DESIGN PRESSURE RATINGS GLASS DESIGN PRESSURE RATING IMPACT RATING I.G. 30/-30 PSF NONEANNEALEDMINIMUM 5/32"ANNEALED 20/-20 PSF NONEMINIMUM TABLE OF CONTENTS SWEET DESCRIPTION I .......... ._ELEVA110N, GEN. NOTES 2...........SECTION DETAILS 3............ANCHORAGE DETAILS, NOTES 4......._...8,O.M.. JOINERY. PART DRAWINGS 0 263" MAX. OVERALL WIDTH o 27 11/16" MAX. 28 5/16" MAX. u w SASH D.L.O. WIDTH FIXED D.L.O. WIDTH 14" ¢ CORNER, FROM TYP. MAX. p 4" MAX. 'U' `a x 3 2 wx 4 p 2 0 wx n 2 2 INSTALLATIONFASTENERLOCATION, TYP., SEE SHEET 3 Lv SILL ANCHOR SPACING SAME EXTERIOR ELEVATION AS HEAD GENERAL NOTES 1. THIS PRODUCT. FABRICATED AND ANCHORED AS DETAILED IN THIS DRAWING, IS NON -IMPACT RESISTANT AND REQUIRES THE USE OF IMPACT PROTECTIVE DEVICES (SHUTTERS) IN WINDBORNE DEBRIS REGIONS. 2. THIS PRODUCT HAS BEEN TESTED TO AAMA/WDMA/CSA 101/I.S.2/A440-06/11, AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 5TH EDITION (2014), NOT INCLUDING THE HIGH VELOCITY HURRICANE ZONE. PRODUCTS SHALL BE CONSTRUCTED AS INDICATED IN INTERTEK/ATI REPORTS F5086.01-109-44-RO AND F9644.01-109-44-RD; FOR DETAILS NOT SHOWN IN THIS DRAWING SEE REPORTS. 3. ALLOWABLE CONFIGURATIONS: XO (OPERABLE/FIXED) OR OX (FIXED/OPERABLE) 4. THE DESIGN PRESSURE RATINGS AS SHOWN IN TABLE 1. THIS SHEET, ARE AS LIMITED BY A.STM E-1300 04 GLASS TABLES, AND TESTED WATER AND STRUCTURAL PRESSURES. OTHER GLASS, ANNEALED OR TEMPERED OF GREATER OR EQUAL THICKNESS TO THOSE NOTED IN TABLE 1, WHICH MEETS AS'TM E 1300 REQUIREMENTS FOR EACH PROJECT, MAY BE USED. 5. THE 4/3 ALLOWABLE STRESS INCREASE FACTOR (SHORT-TERM INCREASE FACTOR) HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF ANCHORAGE INTO WOOD SUBSTRATE. 6. INSTALLATION OF WOOD BUCKS TO THE SUBSTRATE TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (A.H.J.). BUCKING, OPENINGS, & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVE THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR A.H.J. 7. DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED OR OTHERWISE PROTECTED PER FBC CHAPTER 20 TO PREVENT GALVANIC REACTIONS. WOOD BUCKS, IF USED. SHALL BE PRESSURE TREATED, WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT. ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL OTHER WINDOW MATERIALS. B. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, OR AS APPROVED, SIGNED, AND SEALED BY A FLORIDA-REGISTERED PROFESSIONAL ENGINEER ON A SITE -SPECIFIC BASIS, 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS AND IS NOT ADDRESSED BY THIS DOCUMENT, Lucas A. Turner 2016-06-17 11:18-04:00 tOREW i44j i No 58201 STATE OF z- 6/17/2J16 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 z O ` D r W mil Q N N O ';cOI J 00J H yOOQ0nJ O Z CD OGONzC"j O CD v1 z W J Or, J ( n ZCnDRAY/ N BY: LAT OAiE: 6/ 15/16 SCALE: NTS PEV610N: REVISION: ORAm_ FPA- 82000 S« u XE Rl Q. NOTES, ELEVATION SHEET 1 of 4 z o o O QaNN 1 2 3 4 1 cj: xo`01 o z I 1 E— = J00 1 Za.°° o W= 0 LiQLJ 6 . 3/4" I.G. TYP. I.G. AIR GAP gro GLAZING 1/8" ANN. 1/8" ANN. Lo'j z O GDETAILKGLASSMIN. cuss MIN. 0 3 4 o o SILICONE \ 2 2 N 00 6 O TYPICAL HORIZONTAL SECTION = z w J lY 2 z J LLJ 7 ( n r'T'F i p uu4r„r1W Pr1O REW TNi oaawr+ er: m VP`'.cEtiSF.GAti. LAT 5/32" ANN. ' ' J roo 58201 ': A onrt: r GLASS MIN. N CDO * 6/15/16 E SILICONE o: •,STATE of : NTS O R t OP- OrJ, Rcwsiou: TYPICAL VERTICAL SECTION rrrr.nta 2. 6/17/2D16 FPA-82000 LUCAS A. TURNER, P.E. FL PE # 58201 SMEE1 OESCRP iO4 TYPICAL SINGLE GLAZING DETAIL TURNER ENGINEERING & SECTION CONSULTING, INC. DETAILS COA # 29779) 1239 JABARA AVE. SHEETNORTHPORT, FL 34288 2 of 4PH. 941-380-1574 1 z o o w c a Lp00 SPRUC/PINE/FIR MIN. O I1-1; 2" MIN. WOOD SUBSTRATE n J a0EMBED. BY OTHERS 0 _ — LO BUILDING z p Q d SHEATHING AND WRAP O r') wBYOTHERS ) n o O_ n LL_ w Q w SEALANT BEHIND ~ FIN BY INSTALLER, FULL PERIMETER ^ w Z O O CD c Xgw N Z N Na DO SEALANT BY < n d (n INSTALLER, FULL = z WPERIMETER J Es Li.J z J rf} INSTALLATION FASTENER, , tpustiy' ' 8 PAN HEAD WOOD SCREW. 0"' OREW 4 MAWN BY, SEE LOCATIONS SHEET 1 .`,5P'GEN"'TG++++ LAT oP: SF.Pti: J.. cl% aac: No 58201 6/15/16 TYPICAL INSTALLATION HEAD, SILL, AND JAMB SSME STATE OF : NITS 01111ONA GENERAL ANCHOR NOTES: y 1. INSTALL ONE ANCHOR AS SHOWN ABOVE AT EACH LOCATION SHOWN 4 IN THE ELEVATION ON SHEET 1 FOR PRODUCT PERIMETER. 2. INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16` 6/17/2:)76 FPA-62000 OR GREATER EXISTS BETWEEN PRODUCT FRAME AND SUBSTRATE. LUCAS A. TURNER, P.E. 3. SHIMS SHALL BE LOAD -BEARING (PLASTIC OR METALLIC) AND FL PE # 58201 sir cesc CAPABLE OF TRANSFERRING LOADS TO SUBSTRATE. INSTALLAINSTALLATIONTURNERENGINEERIIJG & 4. SPECIFIED ANCHOR EMBEDMENT TO WOOD SUBSTRATE SHALL BE BEYOND SHEATHING, WALL FINISH OR STUCCO. CONSULTING, INC. DETAILS 5. THE INSTALLATION DETAIL SHOWN IS ALSO APPLICABLE FOR (COA # 29779) INSTALLATION TO WOOD BUCKS INSTALLED OVER CONCRETE/MASONRY, 1239 JABARA AVE. WITH ATTACHMENT OF 2X TO CONCRETE/MASONRY BY OTHERS. NORTH PORT, FL 34288 SHEET 3 Of 4PH. 941-380-1574 1 ITEM NO. DWG. NO. NAME MATERIAL DESCRIP. 1 HMST82-01 MAIN FRAME PVG EXTRUSION 2 HMST82-03 SASH PVC EXTRUSION 3 HMST82-05 LOCKED SASH PVG EXTRUSION 4 HMST82-06 INTERLOCK PVC EXTRUSION 5 HMST82-07 TRACK PVC EXTRUSION 6 HMST130-10B IG GLASS BEAD PVC EXTRUSION 7 HMST130-10A SINGLE GLASS BEAD PVC EXTRUSION 5. 82000 SERIES WINDOW BILL OF MATERIALS z o wo Q Q N N O Joao h J J w O YQ n Uoat 0 to Uu)V)a 3.228" W o 82.00]—"i 1.1s1" 1.1s1" Q Li 29.50]' [ 29.50] M _ DG t b u O u J Q zoo 0zoQDN o o 00 o tO o O [!1 1) MAIN FRAME 0 SASH > LJ LOCKED SASH }- - L-1 HMST82-01 \ HMST82-03 3 HMST82-05 z Ij cn 1.280" 32.50] . P DREW ,T;QO CNAWN BY, LAT1.346" VP;• SF y 34.20] No 58201 CAIE: tn.r 1.004' '*: * *= 6/15/16 O o N [25.50] atOCJu • J SCiLLE: Epp '9 = .STATE OF • 2krju NTS 00 E- c r 0.067" o u ' •,i,RONA,1` s 0Lni (1.71] aevsou: O0 MAW— d o - 6/17/2 16 FPA-82000 nINTERLOCK TRACK IG GLASS BEAD SINGLE GLASS BEAD FL LUCAS A. TURNER, P.E. srcE, 01M, oN 0/ HMST82-06 O HMST82-07 O HMST130-10B O HMST130-10A TURNER PENGIENGINEERING & 58201 BOM, PART CONSULTING, INC. DWGS, CORNET: COA # 29779) 1239 JABARA AVE. SHEETNORTHPORT, FL 34288 4 of 4PH. 941-380-1574 Florida Building Code Online Page 1 of 3 A' y call sIt1-0 C11 BCIS Home Log In { User Registration Not Topics { Submit Surcharge Stats & Facts { Publications j Contact Us BCIS Site Map ! Unks Search product Approval Product Approval Menu > Product or Application Search > Application List > Application Oetall OL FL # FL9190-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer LP Building Products Address/ Phone/Email 414 Union Street - Bank of America Plaza Suite 2000 Nashville, TN 37219 352) 425-7457 cw. macomber@Ipcorp.com Authorized Signature CW Macomber cw. macomber@Ipcorp.com Technical Representative CW Macomber Address/ Phone/Email 5712 SW 40th Place Ocalo, FL 34474 352) 425-7457 cw. macomber@ipcorp.com Quality Assurance Representative CW Macomber Address/ Phone/Email 5712 SW 40th Place Ocala, FL 34474 352) 425-7457 cw. macomber@I pcorp.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity APA - The Engineered Wood Association Quality Assurance Contract Expiration Date 12/31/2022 Validated By James L. Buckner, P.E. @ CBUCK Engineering L Validation Checklist - Hardcopy Received Certificate of Independence FL9190 R6 COI LP Certificate of Independence.Ddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9190 R6 Eouiv eouivalencv of standard form.Ddf Sections from the Code 1405 1604. 3.1 1609. 1 h4s:// www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquJPW%2b4U... 11/15/2018 Florida Building Code Online 4 Page 2 of 3 1616.3.1 1626.1 2304.6 Product Approval Method Method 2 Option B Date Submitted 08/14/2018 Date Validated 08/22/2018 Date Pending FBC Approval 08/22/2018 Date Approved 10/08/2018 Summary of Products RL # Model, Number or Name Description 9190.1 LP SmartSide 38 Series Strand Vertical siding for board & batten applications. Substrate Vertical Siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL9190 R6 II Strand Substrate Siding Fastener Tables.pdf FL9190 R6 II TN 028 Vertical Siding 12-22-16-Strand.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: APA - The Engineered Wood Association Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to Evaluation Report. Product is not impact Evaluation Reports resistant. In HVHZ, must be used in conjunction with FL9190 R6 AE Evaluation Report of LP Siding 9190- 2017.DdfapprovedImpactresistantproductexceptforuninhabitable structures such as sheds. Created by Independent Third Party: Yes 9190.2 LP SmartSide Cedar Shake Lap Architectural Collection Cedar Shake 76 Series Lap Siding Siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL9190 R6 II Fiber Substrate Siding Fastener Tables.odf FL9190 R6 II LPZBO507 - Cedar Shakes - LaD.Ddf Verified By: APA - The Engineered Wood AssociationImpactResistant: No Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to Evaluation Report. Product is not impact Evaluation Reports resistant. In HVHZ, must be used in conjunction with FL9190 R6 AE Evaluation Report of LP Siding 9190- 2017.odfapprovedimpactresistantproductexceptforuninhabitable structures such as sheds. Created by Independent Third Party: Yes 9190.3 LP SmartSide Fiber Substrate Bold Architectural Collection Primed Bold Profile 120 Series Lap Profile Lap Siding S1ding(D5,T4,D8,T5,Q4) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL9190 R6 II Fiber Substrate Siding Fastener Tables.pdf FL9190 R6 II LPZB0504 - Architectural Collection - BoldApprovedforuseoutsideHVHZ: Yes Profile - Lao.pdfImpactResistant: No Design Pressure: N/A Verified By: APA - The Engineered Wood Association Other: Refer to Evaluation Report, Product Is not impact Created by Independent Third Party: Yes resistant. In HVHZ, must be used in conjunction with Evaluation Reports approved impact resistant product except for uninhabitable FL9190 R6 AE Evaluation Report of LP Siding 9190= 2017.pdfstructuressuchassheds. Created by Independent Third Party: Yes 9190.4 LP SmartSide Fiber Substrate Lap Foundations 76 Series Primed Lap Siding. Architectural and Panel Siding Collection 76 Series Primed Colonial and 120 Series Primed Self -aligning Lap Siding. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL9190 R6 II Fiber Substrate Siding Fastener Tabies.odf FL9190 R6 II LPZBO510 - Foundations and ArchitecturalApprovedforuseoutsideHVHZ: Yes Collection - Lao.DdfImpactResistant: No Design Pressure: N/A FL9190' R6 II LPZBO511 - Foundations and Architectural Collection - Panei.DdfOther: Refer to Evaluation Report for Panel Siding over SIP installation detail. Product is not impact resistant. In HVHZ, Verified By: APA - The Engineered Wood Association must be used in conjunction with approved impact resistant Created by Independent Third Party: Yes product except for uninhabitable structures such as sheds. Evaluation Reports FL9190 R6 AE Evaluation Report of LP Siding 9190-116- 2017FBC.pdf Created by Independent Third Party: Yes 19190.5 I LP SmartSide Perfection Shingle I Fiber substrate lap siding. I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Refer to Evaluation Report. Product is not Impact Installation Instructions FL9190 R6 II Fiber Substrate Siding Fastener Tables.odf FL9190 R6 II LP SS Perfection Shinale 7-31- 17 FINAL.pdf Verified By: APA - The Engineered Wood Association Created by Independent Third Party: Yes https://www.floridabuilding.orgJpr/pr app_dtl.aspx?param=wGEVXQwtDquJPW%2b4U... 11/15/2018 Florida Building Code Online Page 3 of 3 rf resistant. In HVHZ, must be used in conjunction with Evaluation Reports approved Impact resistant product except for uninhabitable FL9190 R6 AE Evaluation Report of LP Siding 9190- structures such as sheds. 2017.odf Created by Independent Third Party: Yes 9190.6 I LP SmartSide Strand Substrate Lap and Panel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Refer to Evaluation Report for Panel Siding over SIP Installation detail. Product is not Impact resistant. In HVHZ, must be used in conjunction with approved impact resistant product except for uninhabitable structures such as sheds. Contact l The State of Florida Is an AA/EEO employer. Precision Series 38 and 76 Series Primed Lap Siding. Precision 38,76,190 Series Primed Panel Siding Including Siivertech & Smartfinish. Installation Instructions FL9190 R6 II LPZB0512 - Precision Series - Panel pdf FL9190 R6 II LPZB0515 Precision Series - LaD.Ddf FL9190 R6 II Strand Substrate Siding Fastener Tables pdf Verified By: APA - The Engineered Wood Association Created by Independent Third Party: Yes Evaluation Reports FL9190 R6 AE Evaluation Report of LP Siding 9190-R6- 2017FBC.odf Created by Independent Third Party: Yes Back FEE 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 Ifthey have one. The emails provided may be used forofficial communication with the licensee. However email addresses are public record. Ifyou 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 ifyou are a licensee under Chapter455, F.S., please click JIM. Credit• yuE.Urlty ail IH.If:-n https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquJPW%2b4U... 11/15/2018 I F'MMmT Bu1lumc PRauucT7s 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. Precision Series panel siding with SILVERTECH or SMARTFINISH is specifically for sheds and other outdoor structures where the interior wall cavities will remain permanently exposed. 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. mm 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. LP does not recommend LP SmartSide Panel for use in ICF and SIP assemblies. If used, LP will not warrant for Buckling and Shrinkage. However, balance ofwarranty does remain intact. DO 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 and 76 Series panel siding must be installed on 16 in. O.C. framing only. When installing on 24 in. O.C. framing, Precision Series 190 Series panel siding is required. 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 breathable water-resistant barrier is required between the siding and masonry or concrete walls. PRECISION 38,76 AND 190 SERIES PRIMED PANEL SIDING INCLUDING SILVERTECH & SMARTFINISH Moisture control and water 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 ventilated 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 runoff 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. Precision Series panel siding with SILVERTECH or SMARTFINISH does not require a secondary water-resistant barrier. Limited to sheds and other outdoor structures. 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 manner that prevents moisture intrusion or buildup. Several examples that accomplish this are shown on the following pages. Application instructions (cunt.) Or, Install kick -out flashing to direct the water into the gutter Install step flashing with minimum 4 in. upper leg Properly integrate flashing with the secondary water -resistive barrier. Use housewrap, flashing tape, z-flashing, or other items as needed to maintain the counterflashing principle. 00 NOT extend the siding or trim into the kick -out flashing or gut- ter Maintain a clearance between the end of the gutter and the ad- joining wall to allow for proper maintenance of the siding Prime and paint ALL exposed cut edges LP Sid Ing Minimum 1" clearance between trim and roofing Clean rain gutter Do not run trim or siding inside of the kick out flashing Trim should be thick enough so the siding does not extend be- yond the face of the trim. Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup. LP® SmartSide® siding is not designed and/or manufactured to be used as trim or fascia. LP SmartSide trim and fascia are available in a variety of dimensions. DO Prime and paint all exposed surfaces Including all drip edges or where water will hang. Apply finish coat as soon as possible or within 160 days of application. High -quality acrylic latex paint, specially formulated for use on wood and engineered wood substrates, is highly recommended. Semi -gloss or satin finish oil or alkyd paints are acceptable. For flat alkyd paint, please check with the coating manufacturer for their recommendations for use on composite wood siding. Follow the coating manufacturer's application and maintenance instructions. DO NOT USE Semi -transparent and transparent stains. Shake and shingle paints. Vinyl -based resin formulas such as vinyl acetate, PVA, vinyl acetate/acrylic copolymer paints. HANDLE PREFINISHED LP SMARTSIDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION. TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS. In braced wall assemblies, use minimum 6d (0.113 in. shank diameter, 0.270 head diameter), hot -dipped galvanized nails for 38 and 76 Series panels and minimum 8d (0.131 in. shank diameter, 0.290 head diameter) for 190 Series panels. Do not use electroplated fasteners. Refer to your local building code to verify the minimum allowable fastener size. Penetrate structural framing or wood structural panels and struc- tural framing a minimum of 1-1/2 in. For 38 Series panels, double nailing procedure meets wall bracing requirements and 5/16 in. shear wall design values. 1in, from edge ment bead 1/ 8 in. gap Figure 1 1 I Double row of nails For 76 and 190 Series panels, single nailing meets wall bracing requirements. To meet the equivalent 3/8 in. shear wall design values, double nailing procedures must be used. It may be nec- essary to angle drive the second nail in order to penetrate the framing. Seal nails driven below the surface. 3/ 8 in. from edge Alignment bead 1/ 8 in. gap Nail penetration min. 1-1/2 in. Figure 2 i I Single row of nails Application instructions (cont.) r • Shear values for panels applied directly to studs shall be no greater than noted in Table 1 of the ICC-ES Report ESR-1301 or Table 1 of APA PR-N 124. Not warranted for application on SIP and ICF assemblies. CAUTION 38 and 76 Series panels must be installed on 16 in. O.C. framing only. When installing on 24 in. O.C, framing,190 Series panels are required. Backside of panel must not come in contact with masonry or concrete foundation. Do not force siding into place. Maintain the illustrated 1/8 in. space behind the joint to allow for expansion while the panel equilibrates with the local environment. LP® SmartSide® Panel siding must not be attached by stapling. DO NOT INSTALL OVER ALIGNMENT BEAD. Install panels in light contact to the edge of alignment bead. (see Figure 1 and Figure 2) Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface. Where siding butts window trim, door casings and masonry, etc. leave a 3/16 in. gap and seal. CONDITION Snug Flush Visible fiber ta Countersunk'/%6 /e IN._ tia Countersunk more than Va in. Insulated Sheathings I LP SmartSide Sidings may be installed over low -compression rigid 4 in. min. vertical foam or exterior gypsum. The following precautions must be followed: flashing a) Adequate bracing of the wall in accordance with the International Codes or other ruling building code is required. b) For rigid foam sheathing up to 1" (25.4 mm) thick, siding may be nailed directly to the foam sheathing unless a drainage plane is required by the local building code. Nail length must be in- creased to ensure a minimum 1-1/2" (38.1 mm) fastener penetra- tion into the structural framing. c) For rigid foam sheathing greater than 1 in. (2SA mm), a minimum 1-1/2 in. (38.1 mm) thick by 3-1/2 in. (88.9 mm) wide vertical strap- ping 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. (406 mm) with a minimum nail penetration of 1-1/2 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. Nail 3/8 in. from edge 12 in. max. field nailing N 6 in. max. perimeter6in. max, nailing perimeter nailing Do not let panel V 6 in. min. ground contact masonry clearance Figure 3 1 in. min. clearance from roofing CORRECTION OK OK Paint Apply sealant Apply sealant and — re -nail Figure 4 HORIZONTAL WALL JOINTS BUTT Er FLASH PSiding 3/8 in. min. gapBlocking Sloped shing with4in. vertical leg Figure SA LAP Prime and paint bottom drip edges ng 1 in. min. overlap Lap top panel over bottom panel Figure 5B LAPPED HORIZONTAL WALL JOINT Siding Framing (band joist, truss chord, etc.) 1 in. min. Wall Framing overlap Figure 5C LP SMARTE)SIDPANELSINLvHORIZONTAL BELTLINE JOINTS For multi -story buildings, make provisions at horizontal joints for setting" shrinkage of framing, especially when applying siding directly to studs. Siding (4 ft. x 8 ft.) BAND BOARD OVER PANEL FILLER Figure 6 3/ 8 in. gap i Sloped flashing with 4 in. vertical leg 2 in. x 10 in. band board Filler Board Siding ( 4 ft. x 8 ft.) OR Sill plate Sill plate Extend siding below sill plate Flashing Min. 1/8 in. or / flashing between siding Masonr masonry a foundation Figure 7A Figure 76 FLASHQ0ORS:&WfN4D_0WS Interior Finish Siding Code Approved Breathable Water -Resistive Barrier 3/8 in. gap Sloped flashing with 4 in. vertical leg Trim Nail fin Space window/door per do not damage) manufacturer's instruction Figure 9 1 "'"" Scant face width 1/8 in. gap SPACE JOINT 1/ 8 IN. [. ,'cn. Refer to nailing instructions \V1 1/8 in. gap LP panel sidings are accepted by the State of California as category 8140- Exterior wall siding and sheathing for Wildland Urban Interface WUI) applications. For WUI compliance, install LP panel sidings in accordance with Louisiana- Pacific's printed installation instructions with the addition of fire retardant seal (UL Listed fire caulk, nominal 1/4"bead) in the vertical joint and nailing pattern of 3" OC perimeter nailing/8" OC field nailing. Look forthe California State Fire Marshal Office label on our siding. The Louisiana-Pacific Corporation ("LP") LP SmartSideSiding (the Products") limited warranty ( the "Warranty") applies onlyto structures on which the Products have been applied, finished and maintained in accordance with the published application, finishing and maintenance instructions in effect at the time of application. The failure to follow such application, finishing or maintenance instructions will void the Warranty as to 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 application, finishing or maintenance requirements is void and unenforceable unless approved in writing 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.lpsmartside.com or for additional support call 800-450-6106. 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. Figure 8 La S M A RT S I® GC O TRIM 6 SIDING 02014 Louisiana-Pacific Corporation. All rights reserved. LP, SmartSide, SilverTech and Smartfinish are registered trademarks of Louisiana-Pacific Corporation. Printed in U.S.A. NOTE: Louisiana-Pacific Corporation periodically updates and revises its product Information. To verify that this version is current, call 800-450-6106. LPZB0512 1/14 Figure 10 6 in. bottom course, detail Figure IDE alternate inside corner details Gap 3/16 in. Gap 3/16 in. and seal and seal Figure 10A ShIplap Edge Panel panel joint Figure 100 Vapor Retarder if required by rods caulk Figure IOB Breathable water-resistant barrier 6 in. minimum ground clearance Figure IOC LABORATORY TEST REPORT Report for: Woodland Industries, Inc. 1520 Kalamazoo Drive Griffin, GA 30224 Attention: Pam Herring Date: March 22, 2011 Product Name: Type I Asphalt -Saturated Organic Felt Manufacturer: Woodland Industries, Inc. Project No,: W11-007-02-01 Source: Woodland Industries, Inc. Date Received: March 3, 2011 Dates Tested: March 11-18, 2011 Miami -Dade Notification No.: PRI11018 Subject: The purpose of this project was to test Woodland Industries' Type I felt for compliance with the requirements of ASTM D 226-97a and ASTM D 226-05: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Type 1. Test Methods: Testing was performed in accordance with ASTM D 226: Standard Specification forAsphalt- Saturated Organic Felt Used in Roofing and Waterproofing, ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing and Waterproofing, and ASTM D 727: Test Method for Kerosine Number of Roofing and Flooring Felt by the Vacuum Method. Sampling: Product samples were received from Woodland Industries, Inc., Griffin, GA on March 3, 2011. W11-007-02-01 PRI Accreditations: AS TL-189; State of Florida TST 5878; 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 exceptin 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 Construction Materials Technologies, LLC, 6408 Badger Drive Tampa, FL 33610 Tel: 613-621-5777 Fax: 813-621-5840 e-mail: materiplstesting@pricmt.com WebSita: httpJhYww.p6cmt.com Woodland Industries, Inc. Laboratory Test Report for Type I Asphalt -Saturated Organic Felt PRI11018 Page 2 of3 Results: Free from lumps or Freefrom lumps or Materials and Manufacture [Pass/Fail] ASTM D 226 Pass particles or foreign particles of foreign substances substances Phystcai Requirements ' Y Unrolling @ 40°F and 140°F [Pass/Fail] Pass No Damage No Damage Avg. Breaking Strength (lbf/in-width) 10 specimens; 1" x 6"; ASTM D 146Cond. 2h @ 73A±3.6'F; Test @ 73.4±3.6°F; Rate = 2in/min MD 47 Z 30 z 40 CMD 23 a 15 Z 20 Pliability [Pass/Fail] 5 specimens: 1" x 8"; Cond. WI 10-15min @ 77±1.8"F; ASTM D 146 Test 90° over 1/2" (or 1/4") r in 2s @ 77°F; Visual Inspection in "flexed" position MD No cracking No Cracking. No Cracking Y." radius 4" radius CMD No cracking No Cracking No Cracking 7 radius radius Loss on Heating (°h) 2 specimens; 12" x 6"; ASTM D 146 2.2 54 s 4 Test Cond. 5h±3min @ 221±5°F Width of Roll; ASTM D 146 36.0 36A±0.7% 36A±0.7% Report] (in) Area of Roll; 428.1 216 or432A 216A min (ft2) Moisture, at point of manufacture; ASTM D 95 / 2.8 4.3 4.1 max (%) ASTM D 146 Net Mass of Saturated Felt; ASTM D 146 12.9 11.5 26min (Ib/100ft2) Mass of Saturant; ASTM D 146 6.9 6.2 15.0min (lb/1O0ft2) Mass of Desaturated Felt; ASTM D 146 5.8 5.2 10.0 min (lb/10Oft2) Saturation; ASTM D 226 124e 120 150 min {%) Ash; ASTM D 146 4.6 10.0 10.0 max (%) y kdWorkmanship;{F,mtsh and Appearances w Finished product shall be Finished product shall be thoroughly and uniformly thoroughly and uniformly Workmanship, Finish, and Appearance; ASTM D 226 Pass saturated, free ofcoating, talc, or other that may saturated, free of Coating, talc, or other that mayPass/Fail] interfere with adhesion, interfere vAth adhesion, and free ofvisible extemal and free ofvisible external defects. defects. Note A: Or As Agreed Upon by Purchaser and Seller Note B: Saturation efficiency is 72%. Minimum requirement is 70% for Type I. WII-007-02-01 PRI Accreditations: IAS TL-189; State of Florida TST 5878; 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 anyform can be madewithout the client's permission. This report shall not be reproduced except in full withoutthe 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 Construction Materials Technologies, LLC. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: materialstesting@pdcmt.com WebSite: http:/M".pricmt.com Woodland Industries, Inc. Laboratory Test Report for Type I Asphalt -Saturated Organic Fell PRI11018 Page 3 of 3 Statement of Compliance: This product complies with the requirements of ASTM D 226-97a and ASTM D 226-05: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Type I. Signed: Signed: C.kach Priest DucT. Nguyen Director Florida Registered Professiona Engineer P.E. Number: 65034 Date: Howl- as 1 Date: I WII-007-02-01 PRI Accreditations: IAS TL-189; State of Florida TST 5878; 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 ofthis 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 Construction Materials Technologies, LLC. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: materialstesting@pricmLcom WebSite: httpJlwww.priemt.com LABORATORY TEST REPORT Report for; Woodland Industries, Inc. Date: March 22, 2011 1520 Kalamazoo Drive Griffin, GA 30224 Attention: Pam Herring Product Name: Type Il Asphalt -Saturated Organic Felt Manufacturer: Woodland Industries, Inc. Project No.: WII-007-02-02 Source: Woodland Industries, Inc. Date Received: March 3, 2011 Dates Tested: March 11-18, 2011 Miami -Dade Notification No.: PRI11018 Subject: The purpose of this project was to test Woodland Industries' Type 11 felt for compliance with the requirements of ASTM D 226-97a and ASTM D 226-05: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Type H. Test Methods: Testing was performed in accordance with ASTM D 226: Standard Specification forAsphalt- Saturated Organic Felt Used in Roofing and Waterproofing, ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing and Waterproofing, and ASTM D 727: Test Method for Kerosine Number of Roofing and Flooring Felt by the Vacuum Method. Sampling: Product samples were received from Woodland Industries, Inc., Griffin, GA on March 3, 2011. WII-007-02-02 PRI Accreditations: IAS TL-189; State of Florida TST 5878; 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 Construction Materials Technobgies, U.C. 6408 Badger Drive Tampa, FL 33610 Tel: 813.621-5777 Fax: 813-621-5840 a -mail: materialstesting@pricmt.com WebSite: httpJAvvlw.pricmtcom Woodland Industries, Inc. Laboratory Test Report for Type 11 Asphalt -Saturated Organic Felt PRI11018 Page 2 of 3 Results: Materials and Manufacture z '-v_ " Free from lumps or Free from lumps or Materials and Manufacture (Pass/Fail] ASTM D 226 Pass particles of foreign particles of foreign substances substances e .*i ...t' +F. t. tea, 2v"j q' 'i`. +'".s{".+.Y" T M '' P11%SiCI RetttllfAifteRS y "•' ")t Yl: i +: A t t1r_x. Unrolling @ 40T and 140°F [PasslFail] Pass No Damage No Damage Avg. Breaking Strength (tbf/in-width) 10 specimens; 1" x 6"; ASTM D 146 Cond. 2h @ 73.4t3.6°F; Test @ 73.4t3.6"F; Rate = 2in/min MD 80 z 30 40 CMD 36 Z 15 20 Pliability [Pass/Fail] 5 specimens; 1" x 8"; Cond. WI 10-15min @ 77t1.8'F; ASTM D 146 Test 90" over 1/2"(or 1/4") r in 2s @ 77°F; Visual Inspection in'Ylexed" position MD No cracking No Cracking No Cracking radius radius No Cracking No CrackingCMDNocrackingradiusWradius Loss on Heating (%) 2 specimens; 12" x 6"; ASTM D 146 1.8 s 4 s 4 Test Cond. 5ht3min @ 221 t5°F Width of Roll; ASTM D 146 36.0 36 A t 0.7% 36A t 0.7% Report] (in) Area of Roll; 214 216 or 432A 21.6A min (ft) Moisture, at point of manufacture; ASTM D 95 / 1.2 4.3 4.1 max (%) ASTM D 146 Net Mass of Saturated Felt; ASTM D 146 27.5 11.5 26 min (Ib/100ft2) Mass of Saturant; ASTM D 146 16.4 6.2 15.0 min (lb/100ft) Mass of Desaturated Felt; ASTM D 146 11.1 5.2 10.0 min (lb/100ft) Saturation; ASTM D 226 152 120 150 min (%) Ash; ASTM D 146 4.7 10.0 10.0 max {%) Workrr)anshrp,Fuvsh,xnd Appearance Finished product shall be Finished product shall be thoroughly and uniformly thoroughly and uniformly Workmanship, Finish, and Appearance; P, Pp ASTM D 226 Pass saturated, free of coating, talc, or other that may saturated, free of coating, talc, or other that may Pass/Fall] interfere with adhesion, interfere with adhesion, and free of visible external and free of visible exlemal defects. defects. Note A: Or As Agreed Upon by Purchaser and Seller WII-007-02-02 PRI Accreditations: AS TL-189; State of Florida TST 5878; Metro -Dade 06-1116.02; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report isforthe 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 Construction Materials Technologies, LLC. 6408Badger Drive Tampa, FL 33610 Tel: 813.621-5777 Fax: 813-621-5840 e-ma8: materialstes8ng@pdcmt.com WehSite: http:11v~.pncmt.com r Woodland Industries, Inc. Laboratory Test Report for Type II Asphalt -Saturated Organic Felt PRI11018 Page 3 of 3 Statement of Compliance: This product complies with the requirements of ASTM D 226-97a and ASTM D 226-05: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing, Type il. Signed: xl Signed: Priest Duc.T. Ngu e Director Florida Registered Professional Engineer P.E. Number: 65034 Date: /rt'la , ; ' l Date: 5 / oQ.j-j W II-007-02-02 PRI Accreditations: AS TL-189; State of Florida TST 5878; 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 ofthis laboratory. PRI Construction Materials Technologies, LLC. assumes no responsibility normakes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Const=Uon Materials Technologies, LLC, 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813.621-5840 e-mail: materialstesting@pr cmLcom web5ite: http:Uwww.pdcmt.com