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169 Edgewater Cir; 18-4122; SHED
CITY OF tS,k TF ODT-1X%JL.If r FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: _ LA 12 Documented Construction Value: S L Job Address: /6 / ' U eIr Historic District: Yes NoN Pa reel ID: / "" ' C r D w 0:57; 5© Residential Commercial Type of Work: NeNvN Addition[] Alteration[] Repair Demo[] Change of Use Move Description of Work: Plan Review Contact Person: Scott Earl/Permit-It, LLC Phone: (407) 985-2990 Ext 206 Fax: (360) 998-3228 Title: Owner Email: tuffshed@permit-it.com Property Owner Information Name L5& di / Phone: h390h.q7-3a V.15_ Street: k9 / !'' f Resident of property?: City, State Zip:.j Contractor Information Name Tuff Shed, Inc./Tom Saurey Phone: (407) 985-2990 Street: 8524 E. Colonial Drive Fax: (360) 998-3228 City, State Zip: Orlando, FL 32817 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 Fax: (360) 998-3228 City, St, Zip: Denver, CO 80210 E-mail: tuffshed@permit-it.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAN' RESULT IN YOUR PAVING 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 ATTORNEN' BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to du the work and installations as indicated. 1 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, healers, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6'h Edition (2017) Florida Building (:ode 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 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 is accurate and that all work will be done in compliance with all applicable laws regulatingpMstr+tion and zoning. of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date of Tom Saurey `_ Print Contractgr/Agcrit's Name Date 2018 04/ /2018 tare cif olorado MEtMtE LEVY NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20174023626 MY COMMISSION EXPIRES JUNE 612021 Owner/Agent is Personally Known to Me or Contractor/Agent is _ Personally Known to Me or Produced I Type of ID Produced ID Type of ID N/A 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: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 109J. %l UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: COMMENTS: Oft Jn2 Pam $Aiur.,f- ert G !14 S.3ACJ a XA4&,AA 04!1 . Revised: January 1, 2018 Permit Application Building & Fire Prevention Division RESIDENTIAL SHED AFFIDAVIT 120 SQUARE FEET OR LESS PERMIT #: l U " t U2 3oWri HEN F ADDRESS: 10 n (E W P TC 1 Cl R, 51qc-1-F©A0 r FL Oz773 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. yC I LICENSED CONTRACTOR LICENSE #: CM, 12,5 3 o 45 COMPANY/CONYCONTRA CONTRACTOR SIGN HOMEOWNER 1 U F P '1 ATURE: DATE: I OWNER/ ILDE ) 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. STATE OF FLORIDA COUNTY OF <3ey , JL lP_ Sworn to and Subscribed before me this c;N. Lday of .g( 20 J8 by: Ja rJ 1 6 LeT r v+ . Who is Personally Known to me or has Produced (type of identification) as identification. Signature of Notary Public St to of Florida 0 PrI t/Type/Stamp Name of Notary Public Effective: August 1, 2017 LIMITED POWER OF ATTORNEY Date: 08/ /2018 I hereby name and appoint: John Hunt an agent of: Tuft' 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): 1-1 All permits and applications submitted by this contractor. or XThe specific permit and application for work located at: lO 6 C 4-ki C' l 0,11-, Q 340%% 3 Street Address) Expiration Date for This Limited Power of Attorney: 08/30/2019 License Holder Name: Tom Saurey ("fuff Shhed, 1110 State License r Number: CBC 1253645 i 1 Signature of License I folder: &1-—'`/ State of Colorado County of Denver The foregoing instrument was 2018, by Tom Saurev take an oath, A A ig1latur6 of No XIERl.E' l NC71 RY U LICSTD; E OR C ORADON07ARyIds20174023626MYCOMN1iSSlExPIRE S 6 2021 L! nowledged before me this day of uguAst who is personally kilo n to me and who did not Merle Levy Print or type Notary Name Notary Public —State of COLORADO Commission No. 20174023626 My Commission Expires: 06/06/2021_ muluffshed.com 26 R=78.12' D=14'42'34" L= 20.06' 91 1 S fl RCS rc_ I f au s f 7' r i CANAL h 25 ., z z s co 49 Q G O L 55 L 8 7. '78' U a t a SCALE: 1 "=30' o — INDICATES IRON & CAP #3382 FOUND MTUFF SHER PJ 4SalesConsultant Customer Name: Yv" 7 6' SO #. RANCH ITIODEL7 19 .= INSTALL DATE: Zq OVERHEAD VIEW Base Paint: k 1__4 ' a 61 Z'Li Trim Paint: T A-- i Accent Paint(AP): AP Location:° _4- Shingle: 4A DripNent Color: 44 x 9 {'S S Options (List): Initiais Customer or responsible individual will be at site at time of delivery?............................................................................ S ENO Is site clean and level? (Customer understands a leveling fee may apply if site is more than 4" out of level.)..........................................:„ Is there 18" clearance around all 4 sides of the building?..............................................................................................::YES" NO Is there clear access to the building site?........................................................................................................................MIS/ NO Is there a 110-volt/20 AMP power outlet within 100'?....................................................................................................f$1fES NO . Customer understands building permits, fees and all related cost of site readiness are customer's responsibility? ..... ES NO . Customer has been presented the "What to Expect" document?.............................................................:...................e NO . Customer understands that changes, cancellations or postponement will result in restocking/rescheduling fee?.......AJ S0NO Isthis a NO FLOOR option?.....................................................:.......................................................................................YES( VO. Does the Customer plan to insulate this building?........................................................................................................ YES How close to the build site can we park our vehicle?...................................................................................................... ft Special Instructions: f'lp,, /)oso CUSTOMER APPfjR// p Sianature: ./s''// !7 Date: 69 ` t °- / C SCALE: 1 "=30' o — INDICATES IRON & CAP #3382 FOUND NOTES: 1. BUILDING CODE: FLORIDA BUILDING CODE, 6th EDITION (2017) 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) IMPORTANCE FACTOR: (IW): 1_0 RISK CATEGORY: I COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 1) WIND PRESSURE (psiI (ASD VALUES) 59 PSF (ZONE 2, 3) BASED ON 10 SQ FT) WALL: 34 PSF (ZONE 4) 42 PSF (ZONE 5) INTERNAL WIND PRESSURE COEFFICIENT: +0.18 ENCLOSED BUILDING) -0.18 FLORIDA BUILDING APPROVAL NUMBERS- 1. WINDOWS BY 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 FL1 0674.1 -R1 3. 4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. - FLORIDA BUILDING APPROVAL #FL17206.1-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: SR600 - 5'-8 1 /4" (68 1 /4") TR700 - 6-8 1 /4" (80 1 /4") PR - 6'-4 1 /2" (76 1 /2") Order #. TUFF SHED Customer: Storage Buildings & Garages Site Address: TUFF SHED, MFG. FACILITIES Building Size. UNINHABITED UTILITY SHED UP TO-.12' WIDE x UP TO 24' LONG S R600I TR700, PR OVERHANG OPTIONS 9 REFER TO THE TRUSS DESIGN FOR LUMBER SIZE, TRUSS SPACING AND PLATE SIZE COLLAR TIE REQUIRED ONLY AT 12' WIDE SHEDS, SEE TRUSS CALCULATIONS 12 FLORIDA APPROVED OWENS CORNING OAKRIDGE 30 YEAR 4 SHINGLES - FL10674-Rl0 OR- FLORIDA APPROVED THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - FL5218-R2 SEE SHEET 3 FOR STEEL FLOOR WITH ANCHOR DETAIL OR FOUNDATION DETAIL UP TO 12' WIDE OBUILDING SECTION SCALE: N.T.S. DOUBLE TOP PLATE CRIPPLES (IF REQ.) HEADERS FOR OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2 2x4 WINDOW SILL FLOOR DECKING BASE PLATE FOR WINDOW OPENINGS UP TO 4'-0" 3 WINDOW HEADER DETAIL FOR SIDE WALLS SCALE: N.T.S. 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 Drawn By: PK Date: 8/15/16 Checked By: Date: ISWIDTH - LENGTH -HEIGHT - SD. FT. AREA ale: N.T.S. SEE THE TRUSS CONNECTION DETAIL - DETAIL 2 WALL FRAMING TO BE 2x4 SPF #2 OR BETTER @ 16" O.C. IF BUILDING IS LOCATED IN A FLOOD ZONE THEN FLOOD VENTS AND PRESSURE TREATED STUDS ARE REQUIRED - ONE SQ INCH VENT FOR EVERY ONE SQ FT OF BUILDING FOR OPENIP DOOR3BFORS SCALE: N.T.S. TUFF SHED, INC. ENGINEERING DEPARTMENT RICHARD J. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 303) 753-8833 EXT. 96315 TOE NAIL WITH (3) 6d NAILS, (2) ONE IIDE, (1) OTHER IDE RAFTER SIMPSON H2.5A PL INSIDE AT EACH 1 DOUBLE TOP PLATE CRIPPLES (IF REQ.) WALL TOP OTRUSS TO WALL CONNECTION DETAIL n O 2Q1 SCALE: N.T.S. UCT HEADERS FOR OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2 OPENINGS 4'-1" TO 6-0" USE (2) 2x6 SPF #2 OPENINGS 6'-1" TO 8'-0" USE (2) 2x8 SPF #2 KIN STUD TRI MER B PLATE F DECKING AWOVU- DETAIL CRIPPLE STUD HEADERS FOR: — OPENINGS UP TO 6-0" USE (2) 2x4 SPF #2 OPENINGS 6-1" TO 8'-0" USE (2) 2X6 SPF #2 REFER TO THE DOOR DETAIL (SHEET 2) FOR THE DOOR DESIGN HEADER DETAIL FOR END WALLS SCALE: N.T.S. TITLE DRAWING NO. BUILDING SECTIONS FL-PRSR-TR-01 HEADER FRAMING DETAILS REV -LEVEL 01 FBC, 6th EDITION (2017) SHEET 1 155C PAGE 1 OF 4 3/8 SMART SIDE NAILING REQUIREMENTS SINGLE DOOR ASSEMBLY TOP VIEW SCALE: N.T.S. f:Zil il ti7:N].yl x77i7 7 3i77 ATTACH ( BOLT LATCH AT THE TOP AND 1) BOLT TCH AT THE BOTTOM OF THE FIXED DOOR. ATTACH EACH BOLT LATCH ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. DOOR HANDLE AND STRIKE USE THESE NAILING TABLES FOR THE SR600, TR700 AND PR DRAWINGS SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS MARK MAX. MARK WALLS END SIDE COMB. MIN TOTAL WALLS END SIDE MAX. MIN TOTAL BEING WALL WALL OPENING COMBINED BEING WALL WALL COMB. COMBINED USED WIDTH LENGTH EDGE NAILING NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL MANUFACTURER'S INSTRUCTIONS. USE #8 x 2-1/4" 6' 6-24' 8d NAILS @ 6" O.C. 0' 6'-24' SQUARE DRIVE WOOD SCREWS. 8' 8'-24' 8d NAILS @ 6" O.C. 0' 8'-24' ATTACH STRIKE PLATE WITH (3) 10, 10'-24' 8d NAILS @ 6" O.C. 0' 10'-24' 8 x 2" SQUARE DRIVE WOOD SCREWS. 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 DBDOUBLE 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. 6' 6-24' 8d NAILS 6" O.C. UP TO 12' 4' 8' 8'-24' 8d NAILS 6" O.C. UP TO 12' 4' 10, 10'-24' 8d NAILS @ 6" O.C. UP TO 12' 5' 10' 10'-24' 8d NAILS 4" O.C. UP TO 12' 4' 12' 12'-24' 8d'JAILS @ 6" O.C. UP TO 12' 7' 12' 12'-24' 8d NAILS 4" O.C. UP TO 12' 5' 12' 1 12'-24' 8d NAILS @ 3" O.C. I UP TO 12' 4' EXTERIOR DOOR SHEATHING 3/8" SMARTSIDE OR 3/8" SMARTSIDE WITH FOIL BACKER INTERIOR DOOR SHEATHING 7/16" OSB OR 7/16" OSB WITH FOIL BACKER HINGE ATTACHMENT 3 TUFF SHED HINGES R DOOR/DOOR PANEL, FILL EVERY HOLE IN HINGE WITH A 8 x 2-1/4" SQUARE DRIVE WOOD SCREW. 3 HINGE ASSEMBLY FRONT VIEW SCALE: N.T.S. DOORS: STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS UP TO 48" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 80 1/4" ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR THE LOAD CRITERIA ON SHEET 1. ROOF SHEATHING 7/16" OSB) WIDTH LENGTH FIELD NAILING EDGE NAILING 6' 6'-18' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. 8' 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' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. NOTES: 1. USE 8d COMMON OR GALVANIZED BOX NAILS. TABLE NOTES: 1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SMARTSIDE WITH FOIL BACKER. 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 WALL ON EACH SIDE OF THE OPENING. 4. USE COMMON OR GALVANIZED BOX NAILS. 5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C. 6. ON THESE BUILDINGS 6' X 10'-18' THE 3' OOR IN THE END WP WILL NEED TO BE OFF SET. THERE WILL BE A 2' PANEL ON ONE SIDE AND A V PANF_L ON THE OTHER SIDE OF THE DOOR. 7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHE ON BOTH SIDES. NO OPENINGS ALONG THE WALL 6' 6' 8d NAILS @ 6" O.C. SEE NOTE 3 6' 8'-9' 8d NAILS @ 4" O.C. SEE NOTE 3 6' 10'-12' 8d NAILS @ 6" O.C. 0' 6' 6' 14'-18' 8d NAILS @ 4" O.C. 0' 6' 6' 20'-24' 8d NAILS @ 3" O.C. 0' 6' 8' 8'-16' 8d NAILS @ 6" O.C. 0' 8' 8' 18'-24' 8d NAILS @ 4" O.C. 0' 8' 10, 10'-20' 8d NAILS @ 6" O.C. 0' 10, 10, 22'-24' 8d NAILS @ 4" O.C. 0' 10, 12' 12'-22' 8d NAILS @ 6" O.C.J_ 0' 12' 12' 24' 8d NAILS @ 4" O.C. 1 0' 12' MIN 2'-0" RTN WALLS ON EACH END OF WALL- MIN 2'-0" WALL SEGMENT 6 8d NAILS @ 6" O.C. 3' SEE NOTE 3 8d NAILS @ 3" O.C. (BS) 3' 2' RE: NOTE 6 8' 8'-10' 8d NAILS 6" O.C. 3' 5' 8' 12'-14' 8d NAILS 4" O.C. 3' 5. 8' 16'-20' 8d NAILS 3" O.C. 3' 8' 8' 8d NAILS @ 6" O.C. 4' 4' 8' 10'-12' 8d NAILS @ 4" O.C. 4' 4' 8' 14'-16' 8d NAILS @ 3" O.C. 4' 4' 10, 10'-14' 8d NAILS a 6" O.C. 3' 7' 10, 16'-20' 8d NAILS @ 4" O.C. 3' 7' 10, 22'-24' 8d NAILS @ 3" O.C. 3' 7' 10, 10'-12' 8d NAILS @ 6" O.C. 4 6' 10, 14'-18' 8d NAILS @ 4" O.C. 4' 6' 10, 20'-22' 8d NAILS @ 3" O.C. 4' 6' 10, 10'-12' 8d NAILS 4" O.C. 6' 10, 14' 8d NAILS 3" O.C. 6' 4' 12' 12'-14' 8d NAIL 6" 4' 8' 12' 16'-22' 4 4' 8' 12' 24' 4' 8' 12' 12'-16' 6' 6' 12' 18'-22' 6' 6' 12' 12'-14' 8' 4' nr/// Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED INC. \ • • < /x TITLE DRAWING NO. DESIGN ARE THE PROPERTY E N g''• / TUFF SHE D Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT F •''• FL-PR-SR-TR-01 DRAWINGS ARE FOR % DOOR DETAILS Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. N 76835 _ REV, LEVEL 01ggg — _ NAILING REQUIREMENTSSiteAddress: AND BUILT BY TUFF SHED. — } _ TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS =: — FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET . FBC, 6th EDITION (2017) SHEET Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 i TAa of 10Building $ Ize.WIDTH - LENGTH - HEIGHT -SQ Fr. Scale: N.T.S. RECORD. ( 303) 753-8833 EXT. 96315 i i',O SS'. o•R`I O PG\ 155C PAGE 2 OF 4 1% lllllllil``\\ 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. OSTEEL SHED BASE DETAIL SCALE. N.T.S. SIDING TRIM 3/8" CARRIAGE BOLT (GRADE 2) OT17SWB OR- OT24SWB N 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: 600T125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED 600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24" O.C. SUPPLIER: ALLIED STUDCO (JOIST: 60OS137-054 / TRACK: 600T125-054) ICC ER-4943P. 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR 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. REFERENCE SPACING CHART. 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 rBASEPLATEFLOOR PLY STEEL SHED BASE 4" CONCRETE PAD (MIN) OSIDEWALL BRACKET DETAIL SCALE: N.T.S. KWIK BOLT ANCHORS INTO CONCRETE E: 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 Z CO 2 Z NOTES: 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS 2. PROVIDE (1) ANCHOR AT EA. CORNER OF THE BUILDING. THE REMAINING ANCHORS EQUALLY SPACED ALONG THE LENGTH OF THE BUILDING. (1/2 THE M I I REMAINING ANCHORS ON EA. LENGTH SIDE EQUALLY SPACED). MIN. CONCRETE FOUNDATION SCALE: N.T.S. TRIM SIDING 2X4X2' BLOCK ATTACH BRACKET TO STUD THRU HOLE IN ANCHOR PLATE WITH z 3/8"0 x 4" CARRIAGE BOLT AND LOCKNUT 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 JJ STUD w 0 o STUD M SIDING AUGER ANCHORS WIDTH LENGTH OF ANCHORS 6' 6'-18' 4 ANCHORS 8' 8'-24' 4 ANCHORS 10, 10'-24' 4 ANCHORS 12' 12'-24' 4 ANCHORS TRIM N END WALL r` ANCHOR BRACKET TO BE FLUSH WITH OAUGER ANCHOR DETAIL EDGE OF TRIM SCALE: N.T.S. IL 1 3/4 U >- FINISH — CV) ~ GRADE PFF SHEECustomer: TU Order #. P.O. # Drawn By: PK Storage Buildings & Garages Date: 8/15/16 Site Address: TUFF SHED, MFG. FACILITIES Checked By: Date: Building SIZe.WIDTH-LENGTH -HEIGHT -SO. Fr. AREA 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 wia 3" CLR. U TYP. TUFF SHED, INC. ENGINEERING DEPARTMENT UNHEATED SPACE ANCHOR BOLT & P.T. SILL PLATE PER NOTES BELOW 4 CONTINUOUS TOP & BOTTOM CONCRETE FLOOR a' SLAB REINFO EMENT PER NO S BELOW UHICKENIiED SLAB I RICHARD J. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 303) 753-8833 EXT. 96315 II No. 6835 S T OF 4-ANCHORS PROVIDE (1) AT EA. CORNER OF THE BUILDING. CONTINUOUS FOOTING NOTES 1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB. OR- SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING BEFORE POURING CONCRETE. 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL, OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE. 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, fc = 2500 PSI. 5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER. 6. SEISMIC DESIGN CATEGORY: A A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING 1/2" DIA X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS. B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE CONCRETE AND SHALL BE SPACED NOT MORE THAN V OC. C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF EACH PIECE. DETAILS FBC, 6th EDITION (2017) 155C DRAWING NO. FL-PR-SR-TR-01 REV.LEVEL 01 SHEET 3 PAGE 3 OF 4 0 I 3: 7/8„ 12 Q 4 07 0 00 6'-0" N 3X4 20 PLATES 00 n 1 EACH SIDE M 4,_0„ 4-2 1/2„ 12 Qa 00 o 00 8'-0" LO N 3X4 20 PLATES T-0" I 1 EACH SIDE DESIGN LOADS: TOP CHORD LIVE LOAD = 20 PSF TOP CHORD DEAD LOAD = 10 PSF COLLAR TIE DEAD LOAD = 5 PSF NOTES: FBC, 6th EDITION (2017) AN SI/TPI 1-2007 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. REP MEMBER INCREASE: YES LUMBER D.O.L.: 1.25 WIND: ASCE 7-10, 155 mph, Exposure C, D.O.L.=1.60 PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ICC-ES #ESR-1082. 00 M 00 N 9 5'-0" 18.0° 10'-0" i N 3X4 20 GA PLATES 1 EACH SIDE S: 6' SPAN REACTIONS: 12 MAX. VERTICAL: 205 LBS. a / MAX. UPLIFT: -160 LBS. 3X4 20 GA PLATES 6'-0" 1 EACH SIDE 6-3 >>/' sk12 Qa 3X6 20 GA — PLATES 1 EACH SIDE M 12'-0" NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 12FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. 10' SPAN REACTIONS: MAX. VERTICAL: 510 LBS. MAX. UPLIFT: -250 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 20FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. MAXIMUM DEFLECTION (12 FT. SPAN) VERT LL: 0.06 in. VERT TL: 0.08 in. ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. 8' SPAN REACTIONS: MAX. VERTICAL: 255 LBS. MAX. UPLIFT: -195 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 14FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. 12' SPAN REACTIONS: MAX. VERTICAL: 630 LBS. MAX. UPLIFT: -285 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 24FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. TUFF SHED Order #. Customer: P.O. # THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FORA TUFF SHED, INC. ENGINEERING DEPARTMENT 1/, ////// N s F •s //i i TRH TRUSS DETAILS DRAVANG NO. FL-PR-SR-TR-01DrawnBy: PK Date: 8/15/16 REV. LEVEL OlStorageBuildings & Garages TUFF SHED, MFG. FACILITIES 8524 EAST COLONIAL DRIVE ORLANDO, FL 32817 888) 788-TUFF STORE 520 Site Address: BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD RICHARD J. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 303) 753-8833 EXT. 96315 No. 6835 j :••• TAT OF O O R O P.• FBC, 6th EDITION (2017) 155C Checked By: SHEET Date: Building SIZe:WIDTH-LENGTH -HEIGHT -SD. F. AREA Scale: N.T.S. PAGE 4 OF 4 Tuff Shed, Inc. State of Florida License #CBC1253645 Product Approval Cover Sheet Customer Name: Lisa Daniels Address: 169 Edgewater Dr. 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 Product Type 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 Corning Oakridge FL10674.1-R13 NO Door (Double) Tuff Shed, Inc. Premier - Double Door FL22202.1-R1 YES Door (Single) Tuff Shed, Inc. Premier - Single Door FL22202.2-R1 YES Door (Double) Tuff Shed, Inc. Isundance - Double Door FL22202.3-R1 YES X Door (Single) Tuff Shed, Inc. ISundance - Single Door FL22202.4-R1 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 lFlood Solutions LLC IFoundation FL17588 I NO Florida Building Code Online Page 1 of 1 BCIS Home Log In User Registration j Hot Topics : Submit Surcharge I Slats IN Facts i Publications i Contact Us I BCiS Site Map Unks Search 1 Florida Product Approval Y USER: Public User Product Aooroval Menu > Product or Agolication Search > Application list Search Criteria Refine Search Code Version 2017 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 - Aeolications FL# Tvce Manufacturer Validated By Status FL91 - Revision LP Building Products FL#: FL9190.6 James L. Buckner, P.E. 0 CBUCK Engineering Approved R5 History Model: LP SmartSide Strand Substrate Lap and Panel Siding 561) 491-9927 Description: Precision Series 38 and 76 Series Primed Lap Siding. Precision 38,76,190 Series Primed Panel Siding including Silvertech & Smartfinish. Category: Panel Walls Subcategory: Siding FL 1 0- Revision LP Building Products FL#: FL9190.6 James L. Buckner, P.E. @ CBUCK Engineering Pending FBC ApprovalR6 Model: LP SmartSide Strand Substrate Lap and Panel Siding 561) 491-9927 Description: Precision Series 38 and 76 Series Primed Lap Siding. Precision 38,76,190 Series Primed Panel Siding Including Silvertech & Smartfinish. Category: Panel Walls Subcategory: Siding Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stale Road. Tallahassee FL 32399 Pion: 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 rat 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click heR . Product Approval Accepts: FM P- hK Credit Card Safe https://www.floridabuilding.org/pr/pr_app_lst.aspx , 9/21/2018 SMARTSIOE 0 oUILowG PNODuus TRIM Er 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 Suckling and Shrinkage. However, balance of warranty 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 run off. A properly installed breathable water -resistive barrier is required behind the siding. Consult your local building code for details. LP will assume no responsibility for water penetration. 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 25 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 (coat.) 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 counterf lashing principle. DO 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 Minimum T' 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. LPI 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. FINISHING IN-STRiU&16N_S 00 Prime and paint all exposed surfaces Including all drip edges or where water will hang. Apply finish coat as soon as possible or within 180 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 PREFINISHEO LP SMARTSIOE 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. 1 in. from edge Alignment bead in. gap Figure 1 r 1 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/g in. from edge Alignment bead I- II 1 /8 in. gap Nail penetration min. 1-1/2 in. Figure 2 1 1 Single row of nails Application instructions (cont.) 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. LPO SmartSide" Panel siding must not be attached by stapling. 00 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. Insulated Sheathings LP SmartSide Sidings may be installed over low -compression rigid foam or exterior gypsum. The following precautions must be followed: 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 3/1, in. a' x x, from edge 12 in. max. field nailing 6 in. max. perimeter 6 in. max. z nailing perimeter nailing Do not let panel V ' - ' 6 in. min. ground contact masonry clearance Foundation Figure 3 CONDITION Snug Flush Visible fiber _ Countersunk IN._ Countersunk more than Va in. CORRECTION OK OK Paint Apply sealant Apply sealant and re -nail Trim 41n. min. vertical Primeand paint flashing bottom drip 1 in. min. edges clearance from roofing Figure 4 HORIZONTAL WALL JOINTS BUTT 5 FLASH LAP Siding Siding Blocking min. Liao f ` ,Blocking NI 1 in. min. / ,v.."'""'\. Sloped overlap 41: Lap top panel flashingwith x` over bottom 4 in. vertical leg panel Figure 5A Figure 58 LAPPED HORIZONTAL WALL JOINT Siding Framing (band joist, truss chord, etc.) 1 in. min. / Wall Framing overlap Figure 5C HORIZONTAL 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 Extend i siding below sill plate` s Min.1/8 in. or a a r r4 r, flashing between siding and masonry. Figure 7A Figure 6 Figure 9 Scant face width 13/8 in. gap 1/8 in. gap Sloped flashing with 4 in. vertical leg SPACE JOINT 1/8 IN. 2 in. x 10 in. Refer to nailing instructions band board 1/8 In. gap Filter Board Siding (4 ft. x 8 ft.) 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 naiiing/8" OC field nailing. Look for the California State Fire Marshal - Office label on our siding. OR Sill plate Flashing 4 s s zc Masonry sC foundation Figure 78 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 8 The Louisiana-Pacific Corporation ("LP") LP SmartSide Siding (the Products") limited warranty (the "Warranty") applies only to structures on which the Products have been applied, finished and maintained in accordance with the published application, finishing and maintenance instructions in effect at 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 LID 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. SMARTSIDE° TRIM 6 SIDING 02014 Louisiana-Pacific Corporation. All rights reserved. LP, SmartSide, SihrerTech 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 800-4S0-6106. LP200SI2 1114 Figure 10 6\n' 1f J +fi r i ,.. ti1n s ti bottom course detail Figure 10E alternate inside corner details Gap 3/16 in. Gap 3/16 in. and seal and seal Vapor Retarder If reciu red. Eby code I bin. w, r 5hiplap Edge Panel panel joint Figure 100 caulk. Figure 108 Breathable water-resistant barrier I i 6 in. minimum ground clearance Figure IOC LP® SmartSide® Pirecision Series PIS-N124 Treated -Engineered -Wood Lap & Panel Siding Louisiana-Pacific Corporation Revised July 2; 2014 Product L . SmartSide Prec'won Series Treated -Engineered -Wood Lap and Panel SkIng. Louisiana-Pacific Corporation, 414 Union Street, Suite 2000, Nashville,:TN 37219 800) 45"108 rar.fgcoro.com _ ' 1. Basis of the product report: 2012 and 2009 International Building Code: Section 104.11 Alternative Materials 2012 and 2009 international. Residential Code: Section R104.11 Aftennative Materials. ANSUAF&PA SDPWS-2008 Special Design. Provisions for Wind and Seismic ASCE 7-10 and ASCE 7-05 Minimum Design Loads for Buildings and Other Structures . ICC-ES Acceptance Criteria for Treated -Engineered -Wood Siding, AC321. APA PRP-108 Performance Standards and Qualification Policy far Structural -Use Panels NES Evaluation Protocol for. Determination of Flood -Resistance Properties of Building Elements . APA Reporis'R&D 87Q-1, T87Q-45, T81Q-11, T91Q 20, T97Q-4, T97Q-10, T98Q-13, T$$Q-17, T99Q-23, T2008Q-12; T2008P-73, T2008P-74, T2009434, T2011Q-58, T2012P-22, and other qualification data. 2. Product description: Louisiana-Pacific Corporation (LPG SmartSidee Precision Treated -Engineered -Wood Lap and Panel siding is overlaid with a resin treated paper and is available with either a smooth or embossed surface texture. The siding is, available as laps or panels. The siding is treated with Zinc'Borate for decay and insect resistance. All edges are factory sealed with a primer. LP® SmartSide® Precision Series Treated -Engineered -Wood lap siding is available in 318 and 7116 Performance Categories, in nominal widths of 6, 8 and 12 Inches and.in lengths up to 16 feet. LI"® SmartSide® Precision Series panel siding -is available in 3/8, 7/16 and Th. 19/32 Performance Categories, 4-faat width and in lengths of 8, 9, and 10 feet. e 3/8 Performance Category panels are available without grooves or with grooves Spaced 8, . inches on center. The 7116 and.19/32 Performance Category parcels are available without grooves or with grooves.spaced either 4 or 8 inches on center. Minimum thfcknesbes at the groove and shiplap are documented in the plant Quality Manual. 3.Design properties: Allowable racking loads for LP® SmidSiCiee Precision Series panel siding are Listed in Table 1. For 318 Performance Category panels nailed at shiplap edges, use 5116 Performance Category shear values. For 71i6 and 19/32 Performance Category panel sidings nailed at . shiplap edges, use 318 Performance Category shear values., Design wind loads LP® SmartSide Precision Series lap. and panel siding are listed. in Tables 2 and 3, respectively. 4.. , "Product installation: LP® Smart&deP PreclsSefiea Trued-Engineered-Wood.LapI and Panel sidings'shall be installed in accordance with recommendations provided by the manufacturer www. loccuv.oam/smartand www.igorn.com/smartside/ and APA Enginewed Wood ConsUWion Guide, Form E30 6uww.a2awood.an/nublicationsl. The 0 2014 APA - The EngkMred Wood Association ' APA Product Repore PR-N124 Revised July 2, 2014 ' Page 2 of'7 maximum span shall be In accordance with the Span Rating shown in'the trademark.. The LP® SmartSidee Precision Series lap siding shall be permitted to be in'stalled over the facer of structural insulated panels (SIPs) in accordance with Table 4.' 5. Fire-resistant construction: Wood structural panels that are riot :fire -retardant trued have been shown to meet a Class III (or C) categoryfot flame spread. Unless otherwise specifled, fire-resistant construction. shall be in accordance with the recommendations In APA Fire -Rated Systems, Form W305 see link above). 6. Flood resistance evaluation: Selected properties critical to flood resistance of 3/8 and 7116 Performance Category panel siding, including undbrm_ loads, concentrated static loads, concentrated hard body and soft body impact loads; fastener performance, wail racking resistance, edge thickness swell, linear expansion, Hygroscopicity, exterior bond performance and large panel, and small specimen bending properties were evaluated at a 16 o.c. Span Rating in accordance with NES Evaluation Protocol for Determination of Flood -Resistance Properties of Building Elements. Test results in the dry (as -received) conditon and after moistiue cycling in accordance with the NES protocol were compared to the requirements specified in ICC Evaluation Service. (IMES) Acceptance Creeda for Treated -Engineered -Wood Siding AC321). 7. Limitations: a) LPe SmartSidee Precision Series Treated -Engineered -Wood Lap and Panel siding used outdoors must be finished in accordance with recommendations provided by the manufacturer ( see links above) and APA Engineered Wood Construction Guide, Form E30 ( see link above). b) LP® SmartSW. Precision Series Treated -Engineered -Wood panel sitting is flood resistant on the following properties: unifc*m loads, concentrated static loads; concentrated hard body and soft body impact loads, fastener perfoimenca, wall racking . resistance, edge thickness swell, linear expansion, hygroscopicity, exterior bond perbmance and large del and small specimen bending properties. This evaluation a ties to 318 and 7/16 Performance Category panel siding at a 16 o.c. Span Rating. c) LP Smartswe® Precision Series Treated -Engineered -Wood Lap and Panel siding is produced at Louisiana-Pacific Corporation facilities at Hayward, Wl,: Newberry, MI, Tomahawk, WI, and Two Harbors, MN under a quality'assurance program audited by APA. d) This report is subject to re-examination In one year. 8. Identification, LP® SmarlsWe® Precision Series Treated -Engineered -Wood Lap. and Panel siding described in this report is identified by a label bearing the manufacturers a 'sname (Louisiana.;. Pacific Corporation) and/.or trademark, .the APA assigned plant number (367 for the Hayward plant, 416 for the Newberry plant, 435 for the Tomahawk plant, or 399 for the Two Harbors plant), the product Performance Category, the Span Rating, the Exposure Rating, the APA logo', the report number PR-N124, and a means of identifying the date of manufacture. 0 2014 APA - The EVrieereal wood Asso«at Dn 07-02- APA Produd Report® PR-N124 ' Revised July 2, 2014 Page 3 of 7 Table 1. Allowable Racking Shear (plo for LP® SmartSidet° Precision Series Treated -Er veered -Wood Panel Siding — Sheathing Shear Walls withFraminnoflieumina.9ir-1 nrnh M 42—lh 'O;— 4—IAA. A ... C . —1- 9 __t1.2 Minimum Panels Applied Directly to Framing Panels Applied over 1/2-inch or. Performance Nat 5%4nch Gypsum Sheathing Nail Size Nail Spacing at Panel Edges Nail Size . Nail Spacing at Panel EdgesCategory, ry Penetration In Framing Common or in.) Common or in.) in) nedBo) GaiBox) 6 4 3 2Nf 6 4- 3 city 5/16ei ' 1-1/4 180 270 350 450 180 270' 350 450 3/8is,e 200 300 390 510 200 300 390 • 510 318ts.s1 1-1/2 8d 220. 320 410 530 10d 260 380 490(4)•. 640 7116ibi • 240 350 450 585 2ro 490f4i 640 870 380 10d 340 510 B65Ni. For 31:-1 inch - 26.4 mm, 1 pill = 14.6 Wim. For framing of othei species: (e) Find specific gravityfor SWISS of lumber in AFBPA National Design Specification; (b) find shear value *om table for nags size; (c) multiply value by r r 0.82 far species with specific gravity greater than or equal to 0.42 but lass than 0.49, or 0.65 for species with specific gravity less than 0.42 At panel edges must be backed with 24nch nomhral or wider frarning. Panels must be instetied with the long dknenslon oriented in the vertical dksdiotu Space nails 6 inches. o.c. along intermediate framing members for 3/8 and 7116 Performance Category panels Installed on studs spaced 24 inches oz. for other conditions and panel PerformanceCategories, space nar'ls 12 inches o.c. on htermediate supports.. For shear loads of normal or permanent load duration, the values in the table shah be multiplied by 0.63 or 0.58, respectively. miFrang at panel edges must be 3 inches nominal or wider and naft must be staggered where eats are spaced 2 inches a.c ,and where.l0d casts having penetration irk framing of more then 1-518 inches are spaced 3 inches or less; o,c. Exception: finless otherwise required, 2-inch nominal framing may be used whore full mailing surface is available and M nails are staggered. Except as noted in Footnote 7, panel thickness at point of nailing at panel edges detinndres appk'able shear values, except that 318 Performance Category panels neHed at shipiap edges use 5116'Perknmerncg Category shear values, and 7116 and 1 BoW Performance Category panel sidings nailed at shiphap edges use 318 Performance Category shear values. Shiptap edges must be dousne e-naileed; onail be placed in the underlep and a second rmil must be placed in the overlap at the nail spacing sperms for the applicable shear vakre. - m.. Fasteners rirust not be instated in panel sleep grooves in the field of the panel siding orvhen the panel siding grooves oonur at cut edges of the panel siding. 0 2014 APA - The Engineered Wood Association 07-02 APA Product Repots PR-N124 Revised July 2, 2014 Page 4 of 7 Table 2a. Lan Sidino — Nlaufmtim nominal lailnunihle1 a..A e....i v () Performance Category _ Maximum Wall Stud king in. Siding Width in.) Maximum _ -- Allowable. Wind Pressure Maximum Nominal /tAOowfable) Wind Speed.* V 3.,s i (mph) Wind osure Ci;lt' a 8 C D 3/8 16 6 80 170.. 150 i40 8 79 170 150 140 12• 50 140 • 120 110 7116 16 6' 80 ' 170 150 140 8 76 170 150 130 12 49 140 - 120 110 24 6 71 170: 145 130 8 51 145 120 110 12. 32 110 90 90 w. —w•-. ..xur. Ya'--f..ov ra, ! npn Y.9VI ril/S. . . 1) 0i a fastener per scud rotated 3t4 inch from the top edge of the sitting. Each su=ossive 00urse of lop siding mug . overlap a minimum of 1 inch. Fastener must have a minimum head diameter of 0.297 Inch, a minlnwm shaft diameter of 0.113 Inch and a minimum lend of 2.5 Inches (8d box nag). . Wag studs must have a minimum specific gravity of OA2. . gar Three-secorid-gust; based on wind pressures acting toward and away from building surfaces. at 3tNt height In Zone 5 with smallest effective area' per Chapter of ASCE 7-05, Section R301.2 of the 2009 and 2012 IRC. and Section 18D9.1.1 of the 2009 tBC.' Table 2b- Lan Sidine — Mavimtim' WHmaia Amah4n udnA ...A v Performance Category Maximum Wall ' . Stud Spacings in. Siding Width. in.) Maximum Ultimate Wind Pressure Maximum Ulthaate Design Wind Speed, VU tsl (Mph) Wind Exposure Cat o t3 C ' D 3t8 16 6 133 200 180 180 8 131 200 186 180. 12 83 180 150 140 7116. 16 6 133 200 180 180 8 127 200 180 160 12 81 180 150 140 24 6 119 200 180 160 8 85 180 160 140 12 1 54 1 140 120 115 rY1 • 1. 1 iruwn = [o.14 Mr", 1 psi = 41.0D ra, 1 mpn = U.441 nV6. One fastener per stud located 314 inch from the.top edge of the siding. Each successive course, of lap siding must overlap a minimum of 1 Inch. Fastener must have a minimum head diameterof 0.297 inch, a rnlnlvn ar .shaft diameler of 0.113 hair and a minimum iength of 2.5 Indies (6d box nab. m Wail studs must have a minimum specific gravity of 0.42.' Throe -second -oust; based on: what pressures ate. toward and away from bukllr g surfaces, at 30-8 height In Zone 8 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1609.1.1 of Eve 2012 IBC. V 2014 APA - The Engineered Wood Assocraikw 07-02 APA PfndUCt Reporta PR-N124 Revised July 2, 2014 Page 5 of 7 Tabls 3a. PanRl tiieiirtn MaYi.n..n. nAlYaiwl l fw11.....{.V\ J-. _ _ Performance Category Maximum Well Stud Spadngm in.). Fastener Spacing . in. a.C. Maximum. Allowable Wind Pressure woo." r . Maudmum Nominal (AUowabie) . Wind Speed V ` s> m h Edges : Field Wind re Category 8 C D 3/a 16 g 72 . 46 130 110 105 6 80 170 150 140 24 6 12 31 110 90 85. 6 61 150 130. 120 7116 16 6 12 45 130 1 110 105 6 80 f TQ 1 150.. 140 24 6 12 30 110 1 90 85 6 59 150 130 120 19132 E— Qi. 4 :.u{. 16 6 12 41 130 110 100 6 80 170 150 140 24. c w 8. 12 27 105 W 8 55 150 125- 110 f I Fastener must have a minimum head diameter of 0.297 inch, a minimum aloft diameter of 0.113 inch and a mirdmuinlengthof2.6 indes (8d box nas). m Wall studs nasal have a minimum specific gravity of OA2. hah . Three -second -gust; based on whhd pressures acting toward and away from building surfaces, at 30-ft height 1n Zone 6 whfth smMHest ef#ac&m area per Chapter 6 of ASCE 7.05, Sedion R3012 of the 2009 and 2012111C, and Section1609.1.1 of the 2009 ABC. Tabla 3h- Panpi Slriinn Moyi n urn' ..rH... A-1-....A-11 _1 to Performance Category Maximum Wall Stud Spacings in.) Fastener Spacing ---- in. o.o. uMaximm Ultimate Wind Pressure . Maximum Ultimate Design Wind Speed, V t i11 h Edges'. Field VWrid Ex sure Category 13 C D 3/8. 18 . 6 12 77 160 150 130 6 133 200 180 180 24 6 12 51 140, . 120 110 6 102 200.. 160. 150 7118 16 6 12 74 160 140 130 6. 133 200 180 180 24 6 12 50 140 120 1 110 6 99 200._ 160 1 150 19132 f6 6 12 69 160 140 6 133 ' 200 180 180 . 24 6. 12 46 130 116. 6 92 = 180. 160 150 v.YYr nus. rn Fastener must haws a minimum head diameter of 0297 Indi, a minbwm shaft diameter of 0.113 inch and a minimum length of 2.5 inches (8d lox na 1). al Vlfall studs must have a minimum spedfic gravity of OA2. c" Thre -q=ndvA; !lased on wind pressures acting toward and away from bWdtdbng surfaces. at 3041 height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7.10 and Section 1609.1.1 of the 20121BC. APA Product Reports PR-N124 - Remised July 2, 2014 Page 6 of 7 Table 4a. Lap Siding Installed Over the Facer of SIPSt1) — Maximum nominal (allowable) dasinn wind an&M V__,(2) Performance Category Makimum Ring Shank Nail Spacing(3) in.) Maximum Wood Screw Spacing (4) : in.) Siding Width In.} Maximum Allowable Wind Pressure' Pat) Maximum Nominal %llowabie) Wind Speed, V (mph) Wind Ex oaure tegGry 8 C D 3/8 8— 12 6 80 170 150- 140 8 63 150 ' 130. 125 12' 40 125 105 90 7/16 12 16 6 58 150 130 120 8 42 130 110 100 12 27 105 85 1101 " V r.00 ill, 1 lnPll uAwl rrva. ' ni. The taper of the structural Insulated panels (SIPS) shad be 7/16 Performance Category or thicker OSB sheathing Mating DOC PS2 requtreinents. The tabulated values represent the capacity of the LP Lap Siding tnstalled'in aa;ontance with the requirements of this . . table. The tobtdated wind speed *Wl not Qxceed the SIP capacity for wind load resief "", m One 8d ring Lshank naf (0.120 Inch In diameter) located 112 Intl from the top edge of the siding. The ring shank nailsmusthaveaminimumheaddameterof0297Inch, a minimum shank diameter of 0.120 Inch and a minimum length of 2 inches. k`i One iftf3 wood screw (0.164 inch In diameter) located 1/2 inch from the top.edge of the siding may be used. The woodspewsmusthaveaminimumheaddiamsferof0.297 inch, a minimum shank diameter of 0.164 Inch and a minimum length of 2 inches . rsh Threa-second-gust; based on wind pressures acting toward and away from building surfaces, at 30-ft height in Zone 5 with smallest efredhre area per Chapter 8 of ASCE 7-05, Section R3012 of the 2009 and 2012 IRC, and Section 1609.1.1 of the 200918C. . . Table 4b. Lap Siding Installed Over the Facer of SlPsth) — Maximum ultimate design wind stlt ad. V.1(2) . Performance Calory Maximum Ring Shank Nail Spacing(3) in.) Maximum Wood Screw Spacing (4) fin) r " Width in.) Maximum Ultimate Wind Pressure Psf? Maximum Urtima i, Design Wind Speed, MA (mph) Wind Exwwre Category 8 C D 3/8. 8 12 6 133 200 180 180 8 105. 200 160 160 12 67 160 140 120 7116 12 16 6 97 200 160 150 8 70 160 14D - 130 12 45 130 115 1 - run Vl. 1 11-1 num.l p*r = 9r.00 ra, 7 mpn = u.44t m/s. rn The facer Of the structural insulated panels (SIPa) shall be 7/18 Performanos Category 'or thicker OS9 sheathing mee*v DOC PS2 tequinunents. m The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this table.. The tabulated wind speed shag riot exceed the SIP capacity for wind load resh taince. i" One 6d ring shank nail (0.120 inch in diameter) located 1 /2 inch from the top edge Of the Siding. The ring shank nalls must have a minimum head diameter of 0.297 Irish, a minimum shank diameter of 0.120 incl and a minimum length of 2 bushes. t One 98 wood screw (0.164 inch in diameter) located 112 Inch from the top edge of the siding'may be used. The wood strews must have a minimum head diameter of 0.297 inch, a minimum shank diameter of 0.164 inch and a minimum length of 2 Inches. s1 Three -second -gust; based on wind pressures acting toward and away from building surfaces, at 30-it height in Zone 5 with smallest effedcive area per Chapter 28 of ASCE 7-10 and Section 1609.1.1 of the 2012 IBC. 0 2014 APA - The Engineered Wood Assacmfion 07-02 APA — The Engkrsered wood Assoclawn is an. approved. national standards developer ' accredited by Anmrtcan NOonal Standards Institute (ANSI). APA publishes ANSI standards and Voluntary Product Standards for woad strucUual panto and engineered wood products. APA Is an accredited ceraftegon body tender ISO 85 by Standards Council of Canada (SCC , an ac medked inspection agency under ISOlFEC 17020 by Intemational. Code Council (1§G' f ktiernationai Accreditation Service ([AS), and an accredited testing organization under ISO/IEC:17025 by [AS. APA is also an approved Product Certification Agency, Testing Laboratory, Quality Assurance Entfly, and Vaitdation Entity by the State 'of Florida, and an approved testing laboratory by City of Los Angeles and Miami -Dade County_ APA —THE EiN&AWZRW WOOD ASSOCI'A77ON HEADQUARTERS 7011 So, IGP St. Tacclns, Washington 98466 Phone: (263) 666-WW • Fmc (253) 665-7265 • Internet Address: wwwagoiggO.0m PRODUCT SUPPORT HELP DESK 253) 620-7400 ELmall Address: heWNpawood.orll DISCLAIMER APA Product fteporf Is a trademark of APA — The EngdnserW Wbod Assodoton, Tacoma. tNasttpngtan. The krformation conferred trert3in is based on the product evafuatlon in tnocordance, wfth the references riptsd m this report Neitfier APA nor its members males any warranty. expressed or implied, ar assurrre any legal flabi6ly or responsib ty for the use, application ofarxUorrefereruetoopiniars, findings, eondusiors, or reoonunendatFans included In the report. Corsuti yore jwisdlction or design profssstorral fo asSl e oompsance with code. constnxdkm, and poe requkements. Because APA has rm oontroi ow quality of wnrlarianship or the tio>s tinder whkdn engir ered wood products are used, R cannot ac. rW product performance or designs as actually constructed. 0 2014 APA - The Engineered Wood Association 07.02 . Technical Note No. 414 LP9 BUILDING PRODUCTS Installing LP® SmartSide° Trim and Lap Siding on Concrete or Masonry Walls over Furring Strips in Florida (Vult Wind Speeds) This Technical Note is an addendum to the LP® SmartSideO Trim and Fascia, and LPG' SmartSide® Lap siding Application Instructions ("Instructions"). It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips. The Instructions remain effective except as may be modified by this Note. Refer to the Instructions for all other aspects of product installation. Trim and lap siding may be installed on concrete or masonry walls over furring strips: Trim and lap siding must be installed over a minimum 1x4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 0.55. o Install furring strips no more than 16"o.c. in wind speed areas less than or equal to 200 MPH' Siding shall be installed to safely support all loads, including wind loads„ of the locally adopted building codes. The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load -resisting elements to the structure. The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional. LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability. Minimum Fastener Type: o Corrosion Resistant — Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3 o Shank diameter = 0.120 inch o Head diameter = 0.270 inch o Length = fastener shall fully penetrate a minimum 1/2 inch into nailable furring Caution: fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding. Page 1 of 3 Date Created: 12/04/2015 Last Revision: 12/17/2015 Expiration Date: 06/2017 ADDRCSS 414 Union Street Suite 2000 Nashville, TN TEL (615)986-5600 VAX (615)986-5666 NV D www.lpcorp.com The 2012 IRC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls, except over concrete or masonry walls per Exception 1 in Section R703.1.1 of both Codes. LP always requires the use of a WRB behind LP® SmartSide® products. LP has no responsibility for any damage arising from a failure to use a WRB. Lap Siding Limitations: o For use with Strand substrate lap (all widths) and/or Fiber substrate lap up to 8 inches wide only) o Excluding Cedar Shake Fiber Lap, Bold Profiles Fiber Lap, Self -Aligning Fiber Lap, and SmartLockTm Strand Lap Fastening Requirements: o Place fasteners 3/4 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-1/8 inch o Blind nail two fasteners per furring strip (every 16" o.c.) Min. 1x4 Furring Strips Fasteners :: O O 0 0 1 1 1 0 0 O O 1 I I 1 I 1 1 I 1 Lap Siding I I 1 1 I 1 I I 1 I I I I I I I 1 1 I I I 1 1 I 2 nails per furring (4 nails at butt joints) Nails spaced 3/4" from top edge of lap and 3/8" from ends of lap (approximately 1" apart) 1-1/8" min. lap siding overlap. Page 2 of 3 Date Created: 12/04/2015 Last Revision: 12/17/2015 Expiration Date: 06/2017 ADDRESS 414 Union Street Suite 2000 Nashville. TN EL (615) 986-5600 FAX (615)986-5666 vt i3 www.lpcorp.com Trim Limitations: o In Florida where high negative wind loads are a concern, box or common nails should be used. Trim nails may be used in Non -Hurricane -Prone Regions with the following cautions: Do not overdrive or counter sink the fastener, nail flush with the surface of trim. Detachment of trim is not covered by the LP° SmartSide® limited warranty whether common, box, or trim nails are used. Fastening Requirements: a Two fasteners spaced a maximum of every 24 inches o.c. along the length of the trim, or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches o.c. along alternating edges the length of the trim. o Trim under 7 inches wide use a minimum of 2 nails per width. Trim 7 to 12 inches wide use a minimum of 3 nails per width. Trim over 12 inches wide use a minimum of 4 nails per width. i Wind speed is Ultimate Design Wind Speed/ Zone 5/ 10 ftZ/ 30 foot height. See 2014 FRC. 2 Corrosion resistance and capable of preventing rust, stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years. For further information or guidance, consult your nail supplier/manufacturer. 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring -Shank Nail Withdrawal Loads of APA publication TT-109, Wood Structural Panels Used as Nailable Sheathing when tested in accordance with ASTM D 1761, Standard Test Method for Mechanical Fasteners in Wood and NDS-2015. For further information or guidance, consult your nail supplier/manufacturer. Page 3 of 3 Date Created: 12t04/2015 Last Revision: 12/17/2015 Expiration Date: 0612017 ADDRESS 414 Union Street Suite 2000 Nashville, TN TE;. (615) 986-5600 F.1;ti (615) 986-5666 www.lpcorp.com Florida Building Code Online Page 1 of 1 Mor BCIS Home i Log In 1 User Registration j Hot Topics i Submit Surcharge i Stats & Facts I Publications 1 Contact Us BCIS Site Map Links Search Product Approval s USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2017 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use In HVHZ ALL Impact Resistant ALL Other ALL Search Results - Appillcations Refine Search FL# 20743.1 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Tvoe Manufacturer Validated By Status FL20743-R1 Affirmation TAFCO Corporation Scott Wolters, PE Approved History FL#:FL20743.1 561) 225-1982 Model: Series 82000 Description: PVC Horizontal Sliding Window Category: Windows Subcategory: Horizontal Slider Approved by Di Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if 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 s: 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here_. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_lst.aspx 9/21/2018 F: SERIES 82000 HORIZONTAL SLIDING WINDOW NON —IMPACT TABLE 1. DESIGN PRESSURE RATINGS LASS DESIGN PRESSURE RATING IMPACT RATING I.G. 30/-30 PSF NONE ANNEALED MINIMUM 5/32"ANNEALED 20/-20 PSF NONE MINIMUM TABLE OF CONTOITS SKEET OESOR PlION 1.._.........ESEVA QEEL NOBS AILS 5,. —.— AMMMAiE INTA S, NOTES 4.—..._...B.0JA., JOINERY, PART DRAWPKS 63" MAX. OVERALL WIDTH o 27 11/16- MAX. F28 5/16" MAX. SASH D.L.O. WIDTH FIXED D.L.O. WIDTH E4" z4" MAX. FROM CORNER, TYP. MAX. O.C. v I 2 O 3 4 6 O 0 X r` n 2 I INSTALLATION FASTENER LOCATION, TYP., SEE SHEET 3 L>•1 u SILL ANCHOR SPAEXTERIORELEVATIONASH1NGSAMEGENERAL 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 101/13.2/A440-08/11, 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-RO; 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 UMITED BY ASTM 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 ASTM 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. INSTA LA71ON 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. 6. 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 S NOT ADDRESSED BY THIS DOCUMENT. Lucas A. Tumer 2016- 06-17 11: 18-04:00 v,.`' P LORE y pr?. y G E NSF No 58201 v: 9 : STATE OF 6/ 7/201 6 LUCAS A. TURNER, P.E. FL PE If 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 z Oto oD Z co 0fifK_j00 JlD I OZa00 cam er. LAT om . 6/ 15/16 NTS wmm DWAM FPA- 82000 s4U. NOTES, ELEVATION SHEET 1 of 4 Z O O 0 QatoNN 1 2 3 4 1 tY= p" z al o31 _- rr`o I0Xr- 1 zQa. ao 0 2 °'oa LL ^ 5 O a H ui m 6 3/4" I.G. TYP. I.G. AIR GAP g m J GLAZING 1/8" ANN. 1/8" ANN. 0 z O DETAILK GLASS MIN. GLASS MIN. `, W0 3 4 5 000 SILICONE 2 2 N Z N 6 O C V) TYPICAL HORIZONTAL SECTION = z w J Of 2 Z 0 N 2 > cn 7 2 1 W aaw er. 5/32" ANN. No 58201 9t DATE 1 r GLASS MIN. \ W - o: a. WALL - SILICONE o STATE OF '<u NTS TYPICAL VERTICAL SECTION Rmsa` DR -me iz 6/17/2016 FPA-82000 LUCAS A. TURNER, P.E. DEMMM FL TYPICAL SINGLE GLAZING DETAIL TURNER PE G ss2o1` SECTIONENGINEERINGdo DETAILSCONSULTING, INC. COA # 29779) 1239 JAl AVE. SHEET NORTH PORT, FL 34288 2 of 4PH. 941-380-1574 z o O ` O 0 Q a N IN. SPRUC/PINE/FIR MIN. C) _ ° D EMBEDBYBOTHERS K J - 1- 1 2" M BUILDNG O ~ Y I 1SHEATHING U Z CL 03 AND WRAP BY OTHERS O r7 w ULONa V) ILL. — w 0SEALANT BEHIND 2 FIN BY INSTALLER, n w FULLPERIMETERJ ZQO Q0CD LnnJ,__ NZCV m V)< 00 SEALANT BY In O INSTALLER, FULL = z W PERIMETERJ IY Z Ld V) INSTALLATION FASTENER, 8 PAN HEAD WOOD SCREW, `pREwrr i DPA++UP. SEE LOCATIONS SHEET 1 `yMS rG4 i LAT DAM Vp..GEF•. Py: v= No 58201 '_p 6/ 15/16 TYPICAL INSTALLATION HEAD, SILL, AND JAMB a SCAM 9 STATE OF NTS Acvmu¢ S' 0N AL rrnrrurH` GENERAL ANCHOR NOTES: REVWft 1. INSTALL ONE ANCHOR AS SHOWN ABOVE AT EACH LOCATION SHOWN IN THE ELEVATION ON SHEET 1 FOR PRODUCT PERIMETER. mmm 2. INSTALL SHIMS AT EACH ANCHOR LOCATION WHERE A GAP OF 1/16" 6/17/2016 FPA-82000 OR GREATER EXISTS BETWEEN PRODUCT FRAME AND SUBSTRATE. 3. SHIMS SHALL BE LOAD -BEARING (PLASTIC OR METALLIC) AND LUCAS A. TURNER, P.E. SHM CAPABLE OF TRANSFERRING LOADS TO SUBSTRATE FL PE # 58201 INSTALLATION 4. SPECIFIED ANCHOR EMBEDMENT TO WOOD SUBSTRATE SHALL BE TURNER ENGINEERING & DETAILS BEYONDSHEATHING, WALL FINISH OR STUCCO. CONSULTING, INC. 5. THE INSTALLATION DETAIL SHOWN IS ALSO APPLICABLE FOR (COA # 29779) INSTALLATION TO WOOD BUCKS INSTALLED OVER CONCRETE/MASONRY, 1239 JABARA AVE. SHEET WITHATTACHMENTOF2XTOCONCRETE/MASONRY BY OTHERS. NORTH PORT, FL 34288 PH. 941-380-1574 3 of 4 1 R9nnn CFRIFS WINDOW Rif I OF MATFRIAI R ITEM NO. DWG. NO. NAME MATERIAL DESCRIP. 1 HMST82-01 MAIN FRAME PVC EXTRUSION 2 HMST82-03 SASH PVC EXTRUSION 3 HMST82-05 LOCKED SASH PVC EXTRUSION 4 HMST82-06 INTERLOCK PVC EXTRUSION 5 HMST82-07 TRACK PVC EXTRUSION 6 HMST130-10B I IG GLASS BEAD PVC EXTRUSION 7 HMST130-10A SINGLE GLASS BEAD PVC EXTRUSION 1.280" 32.50] o O O M 'Rnju10 O •- O o u 4 INTERLOCK HMST82-06 3.228" 1Rq nnl— MAIN FRAME HMST82-01 5 TRACK HMST82-07 i i 3 1.346" 34.201 1,161' 29.501 0 ao e7 o 0 2 SASH HMST82-03 6 IG GLASS BEAD HMST130-10B Z two cD Ln Q Q N N O z ir El- -1 00J Of _ 1 OoQ Zc)-00 O oa LL - ty 1.161" 29.50] Q W 0 :r o m u J Q Z O O 000 N z N 00 oco 00(nW SASH ryj LJOLOCKEDHMST82-05 Ij OPA" e.: jGp`'.v cEAiS1 GJ, lAT No 58201 ate 1.004" 25.501SCALE 6/15/16 NTSOtSTATEOF •:CCU Ln . o u NA" Wan: 0 auNwc FPA-82000on6/17/2016 SINGLE GLASS BEAD LUCAL A. TURNER, P.E. FL PE # 58201 SHEET PART7OHMST130-10A TURNER ENGINEERING & DWGS, CORNERCONSULTING, INC. COA # 29779) SHEET1239JABARAAVE. NORTH PORT, FL 34288 4 Of 4PH. 941-380-1574 Florida Building Code Online Page 1 of 1 FI hda N r Prr- BCIS Home j Log in ! User Registration Hot Topics Submit Surcharge Stats & Facts i Publications ! Contact Us BCIS Site Map Unks Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Appllcatlon List Search Criteria Code Version 2017 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - ADDlications Refine Search FL# 17206.1 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Type Manufacturer Validated 8v Status FL17206-R4 Revision WOODLAND INDUSTRIES, INC. Locke Bowden P.E. Approved History FL#: FL17206.1 334) 300-1800 Model: TYPE II underlayments-HVHZ Description: *30 Asphalt -Saturated Organic Felt Category: Roofing Subcategory: Underlayments Approved by D8PR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 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 Ap vvalll Acceptar law M acheRIM Credit Card Safe https:// www.floridabuilding.org/pr/P _app_lst.aspx 9/21/2018 is] 2 [.-A 4A I lei d`DT-',T"1FU,1A_4 -UL T E C H N 0 L 0 6 1 E S 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.: WII-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. 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 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: 813-0-5777 Fax: 813-6215840 a -mail: materialstesting@pricmt.com WebSite: http:/A ww.pricmtcom Woodland Industries, Inc. Laboratory Test Report for Type I Asphalt -Saturated Organic Felt PRI11018 Page 2 of 3 Results: luireme Pr Result . . Materials°and.Manufacture- . Free from lumps or Free from lumps or Materials and Manufacture jPass/Fail] ASTM D 226 Pass particles of foreign particles of foreign substances substances Physical Requirements , Unrolling @ 40°F and 140°F [Pass/Fail] Pass No Damage No Damage Avg. Breaking Strength (lbffin-width) 10 specimens; 1" x 6"; ASTM D 146 Cond. 2h @ 73.4t3.6"F; Test @ 73.4t3.6'F; Rate = 2in/min MD 47 t 30 t 40 CMD 23 a 15 a 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 "Flexed" position MD No cracking No Cracking No Cracking W radius Y." radius CMD No cracking No Cracking No Cracking radius W radius Loss on Heating (%) 2 specimens; 12" x 6"; ASTM D 146 2.2 s 4 54 Test Cond. 5ht3min @ 221t5°F Width of Roll; ASTM D 146 36.0 36A t 0.7% 36 ^ t 0.7% Report] (in) Area of Roll; 428.1 216 or 432A 216 A min (ft) 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 26 min (lb/100ft2) Mass of Saturant; ASTM D 146 6.9 6.2 15.0 min (lb/100ft2) Mass of Desaturated Felt; ASTM D 146 5.8 5.2 10.0 min (lb/100ft2) Saturation; ASTM D 226 124E 120 150 min (%) Ash; ASTM D 146 4.6 10.0 10.0 max (%) Workmanship, Finish, and -Appearance Finished. product shall be Finished product shall be thoroughly and uniformly thoroughly and uniformly Workmanship, Finish, and Appearance; ASTM D 226 Pass saturated, free of coating, talc, or other that may saturated, free of coating. talc, or other that may Pass/Fail] interfere with adhesion, interfere with adhesion, and free of visible external and free of visible extemal 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: [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 forthe 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. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: materialstesling@pricmtcom WebSite: http:1Avww.pricmLcorrt Woodland Industries, Inc. Laboratory Test Report for Type I 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 Rooting and Waterproofing, Type I. Signed: Signed: ach Priest Duc T. Nguyen Director Florida Registered Professional Engineer P.E. Number. 65034 Date: r --o I ( Date: 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 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@pricmt.com WebSite: http://www.pdcmi.com nrreovro CONSTRUCTION MATERIALS ACUEDITED Report for: Attention: LABORATORY TEST REPORT Woodland Industries, Inc. 1520 Kalamazoo Drive Griffin, GA 30224 Pam Herring Date: March 22, 2011 Product Name: Type II 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 II 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 11. 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 Technologies, LLC. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: materialstesting@pdcmtcom WebSite: h0p:IM m.pricmt.com Woodland Industries, Inc. Laboratory Test Report for Type II Asphalt -Saturated Organic Felt PRI11018 Page 2 of 3 Results: typ .- 11 Mater als• and Manufacture Free from lumps or Free from lumps or Materials and Manufacture [Pass Fai] ASTM D 226 Pass particles of foreign particles of foreign substances substances Physical Requirements Unrolling @ 40"F and 140"F (Pass/Fail] Pass No Damage No Damage Avg. Breaking Strength (Ibf/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 a 30 a40 CMD 36 a 15 a 20 Pliability (Pass/Fail] 5 specimens; 1" x 8"; Cond. WI 10-15min @ 77tl.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 z radius radius CMD No cracking No Cracking No Cracking radius radius Loss on Heating (%) 2 specimens; 12" x 6"; ASTM D 146 1.8 s 4 s 4 Test Cond. 5ht3min @ 221t5"F Width of Roll; ASTM D 146 36.0 36A t 0.7% 36A t 0.7% Report] (in) Area of Roll; min (ft2) 214 216 or 432A 216 A 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 (lb/100ft) Mass of Saturant; ASTM D 146 16.4 6.2 15.0min (Ib/100ft2) Mass of Desaturated Felt; min (Ib/100ft) ASTM D 146 11.1 5.2 10.0 Saturation; ASTM D 226 152 120 150 min (%) Ash; ASTM D 146 4.7 10.0 10.0 max Workmanship, Finish, and Appearance y Finished product shall be Finished product shall be thoroughly and uniformly thoroughly and uniformly Workmanship, Finish, and Appearance; ASTM D 226 Pass saturated, free of coating, talc, or other that may saturated, free of coating talc, or other that mayPass/Fail] interfere with adhesion, interfere with adhesion, and free of visible external and free of visible external defects. defects. Note A: ur As Agreea upon Dy vurcnaser ana feller 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 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 Technologies, LLC. 6408 Badger Drive Tampa, FL 33610 Tel: 813621-5777 Fax: 813-621.5940 e-mail: materialstesting@pricmtcom WebSite: http:/Ayww.piicnt.com 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 11. Signed: Signed:_ O h Priest Duc T. Ngu Director Florida Registered Professional Engineer P.E. Number: 65034 Date: Date: 2-,--j g.Q 0 1 l W11-007-02-02 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 Construclion Materials Technologies, LLC. 6408 Badger Drive Tampa FL 33610 Tel: 813.621.5M Fax: 813.621-M e-mail: materialstesting@pricmLcom WebSite: http:/Iwww.pricmt corn Florida Building Code Online i, Page 1 of 1 BC[S Home Lop In User Registration Hot Topics Submit Surcharge Stats & Facts i Publications Contact Us i BCIS Site Map Links Search •, FI nda r$$ Product ApprovalfUSER: Public User r..,y Product Aooroval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 10674.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# Type Manufacturer Validated By Status FL10674- Revision Owens Corning John W. Knezevich, Approved R13 FL#:FL10674.1 PE History Model: Owens Corning Asphalt Roofing Shingles and Starters 954) 772-6224 Description: 3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge shingles Category: Roofing Subcategory: Asphalt Shingles Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hem. Product Approval Accepts: W ® e_CMct Credit Card Safe https://www.floridabuilding.org/pr/pr_app_lst.aspx 9/21 /2018 EVALUATION REPORT Owens Corning One Owens Corning Parkway Toledo, OH 43659 740)404-7829 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 203)262-9245 Evaluation Report 037940.02.12-R8 FL10674-R13 Date of Issuance: 02/06/2012 Revision 8: 10/09/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6"' Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/09/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section ProperPropertVStandard Year 1507. 2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507. 2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507. 2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Enti Examination Reference Date UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007 UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 05/16/2012 UL LLC (TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC (TST9628) Physicals & Wind Resistance 4786093137 02/01/2014 UL LLC (TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC (TST9628) Physical Properties Classification letter 02/13/2014 UL LLC (TST9628) Physical Properties Classification letter 10/02/2015 Miami - Dade (CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation Exp. 05/16/2020 4. PRODUCT DESCRIPTION: 4. 1 Asphalt Shingles: 4. 1.1 Classic and Supreme are fiberglass reinforced, 3-tab asphalt roof shingles. 4. 1.2 Berkshire are fiberglass reinforced, 4-tab asphalt roof shingles. 4. 1.3 Devonshire'" are fiberglass reinforced, 5-tab asphalt roof shingles. 4. 1.4 Duration®, TruDefinition® Duration®, Duration® Premium Cool, TruDefinition® Duration® Designer Color Collection, TruDefinition®Oakridge', Oakridge® and WeatherGuard® HP are fiberglass reinforced, laminated asphalt roof shingles. 4. 2 Hip & Ridge Shingles: 4. 2.1 Berkshire® Hip & Ridge Shingles, High Ridge, WeatherGuardb HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidge" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4. 3 Accessory Starter Strips: 4. 3.1 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. 5. LIMITATIONS: 5. 1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5. 2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5. 3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R8 certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-1113 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 2 of 8 TRINITYIERD 5.4 Wind Classification: 5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Vasd = 150 mph (Vn,it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to Vasd = 150 mph (V,it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: Berkshire shingles require minimum five (5) nails per shingle. WeatherGuard. HP shingles require minimum six (6) nails per shingle. Devonshire'" shingles require minimum six (6) nails per shingle. Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below for details. 6.2.5 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus: Felt undertayment Deck Sell -adhered Weatherlocke undedayment Drip^ Drip edge edge Nails located 2" 3" from eave Install first Self-sealing adhesive Starter Strip positioned along eave shingle with l6' removed Starter Strip shingle overhangs eaves and rakes Felt underhyment Deck Selkdhered Weathert.ockg undedaymern L Drip edge edge Nab located 2"-3' from eave wali Install first Starter Strip Pin tlonaSet( lone g adhesive with a" removed Posld along save Starter Strip Plus overhangs eaves and rakes 1l4"-3/4" Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R8 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 3 of 8 6.2.6 Minimum Nailing— Classic®& Supreme: Normal Mansard or Area pare Wind Areas High Wind desvenes y Area pare vientos normaies Areas vientos fuertes 1 IA 11' 11' 6'Exposure Expovkir6n 6.2.7 Minimum Nailing — Berkshire®: Sealant strip to the de sohdor a 4--s a 4 0 • 4 8 Y2" 9 Y2" ' 9 Yf I Standard Fastening Pattern Normal Mansard or Area pares Wind Areas Nigh Wind deavenes y Area pare vientos normeies Areas vientos fuartes 121 —12 f 5 5/8" Exposure ExposFci6n Sealant strip to tira de sebdor 0-0 8 W 8 lh" 8112" 8 Yi' r r Mansard or Steep Slope Fastening Pattern Exterior Research and Design, I.I.C. Certificate of Authorization #9503 6m EDITION (2017) FBC NON-HVHZ EVALUATION Owens Corning Asphalt Roof Shingles 6-Nail Fastening Pattern Evaluation Report 037940.02.12-118 F1.10674-1113 Revision 8: 10/09/2017 Page 4 of 8 6.2.8 Minimum Nailing— Devonshire'": rt 7" " 8" 8" 1 I 7" --1" NY Civics exposure Sealant location Exposiddn de 5 318 pull; Ubloaddn del sellador Standard 6-Nail Fastening Pattern Roof Cement Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition® a Duration Designer Color Collection: 4-Nail Fastening Pattern SLNW Mtastmtva vA m Nati 7ypcai r' 127 12' 1^ cn w . - - o: tea. +..w :: , : o.,.,.ca.+a+..r.+ .. LE&1B' S.ye•• Standard Fastenine Pattern 6-Nail Fastening Pattern SlaeNaatB tasnntty afaa vatltn Naf4 Typical 1" 17, F1 72 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 Suratlaf4D fear""0 Brea .1dm NoµtYPkid 1" 72" 12' t" 6118"- mw.. FOW 1" SO M Of AMpoSR Root" Canty Mansard or Steep Slope Fastening Pattern Exterior Research and Design, LLC. Evaluation Report 037940.02.12-118 Certificate o)Authorizotion N9503 671 EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-1113 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 5 of 8 6.2.1 Minimum Nailing —TruDefinition®Oakridge®, Oakridge®: 4 Nall Pattern Esquema con 4 clavos btposrclonde6618pulg. Cbvos Exposition de 6618palg. Standard Fastening Pattern 6 Nail Pattem Esquana con 6 clavos 1 T. 12- iE-- 12- 5 518" Exposure rhos 5 5/9" Exposure Exposition de 5 file pulg. Exposition de 5 Ete ping. Fastening for Slopes Greater Than 21:12 SunpepbtHM.ft... wIdth tten, Typini 8-iJf" 531(I" , Font t" Spots of Asphetl Rooting Ufnint Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing — WeatherGuard® HP: 6-Nail Fastening Pattern I ado V%Wtvremlared Exterior Research and Design, LLC. Evaluation Report 037940.02.12-118 Certificate cifAuthorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-1113 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 6 of 8 6_3 Hip & Ridge Shingles: 6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuardm HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using four (4) nails per shingle. Installation of DuraRidgeT" Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand -sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing— Berkshire® Hip & Ridge and High Ridge: Fig. 1 4 rlavaang vmno Direction \A Muds S' I A I I A I I 4 \ I I I I I A I i i i r e'er E1Qla5afC Fig. 2 Top Vier sideViev, Nails Nals r Top Laminated T t d' Place 11 i Iml1 e-I I I I 1 6.3.4 Minimum Nailing — WeatherGuard" HP Hip and Ridge: Fig. A q 4 prevailing rilntlFDirectbn p A Naps A I I I I I I I I p\ I 1 I I 1 1 I I I Exposure Fig. C Hip & Ridge Shingle Fastening Top V lew Naps Nails T' f, }„ 611 Exposure tz Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R8 Certificate ojAuthori:ation #9503 ell EDITION (2017) FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017 Page 7 of 8 1 6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevailing Wind Direction Sealant Strip A--' 6' Exposure Fasten 7'h„ Cover Exposed Fasteners with Roof Cement r- Standard Fastening Pattern . 12` I Sealant 7 1ha 8„ Exposure 1 I- 12` 6.3.6 Minimum Nailing — DuraRidgeT" Hip & Ridge Shingles: Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. Tap View II^ Vue en plan Vista saperiar I'IH Nal 211.7 A claaCaw1. ovens CWIBNg'$ UIflN811' _ I I I A. IS elo v v I I 12 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6. 1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (631) 546-2458; Kanchi.Agrawala-Dokania@ul. com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 037940.02.12- R8 Certificate oJAuthorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL10674- 1113 Owens Corning Asphalt Roof Shingles Revision 8: 10/09/ 2017 Page 8 of Florida Building Code Online Page 1 of 1 Mor t^'? BCIS Home I Log In ; User Registration Hot Topics ( Submit Surcharge Stats & Facts j Publications j Contact Us ( BCIS Site Map ( Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 22202.4 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# Tvoe Manufacturer MARdated_y Status FL22202- Revision Tuff Shed, Inc. FL#: FL22202.4 Window and Door Manufacturers Association Approved R2 History Model: Sundance Side -hinged Wood Shed Door (Outswing 715) 551-5062 Single) Description: Sundance Side -hinged Wood Shed Door Outswing - Single Door) Maximum Size 4' 6-5/8" wide by 6' 4-3/4" high Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies 1`1_22202- Revision Tuff Shed, Inc. FL#: FL22202.4 Window and Door Manufacturers Association Applied ForR3 Model: Side -hinged Wood Shed Door (Outswing Single Door) 715) 551-5062 HVHZ Description: Side -hinged Wood Shed Door (Outswing - Single Door) HVHZ Maximum Size 56" wide by 83.75" high Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Approved by DBPR. Approvals by DSPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 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-re,:vrds request, du 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 emaiis 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: F W RE 'Chest. Credit Card Safe https://www.floridabuilding.org/pr/pr_app_lst.aspx 9/21/2018 Y E: INSTRUCTION #1 THROUGH 94 ARE TO BE FORMED IN FACTORY. INSTRUCTION #51S TO BE FORMED ON JOB SITE. ATTACH ITEM 1 (7/16" ENGINEERED WOOD SHEATHING TO ITEM 2 (STEEL DOOR FRAME-1-1/2" CHANNEL) WITI ITEM 3 (#8 x 1-112" SCREWS) @ 6" O.C. AND (2) SCREWS AT EACH END OF EVERY STEEL CHANNEL AS SHOWN IN DETAIL'S'. ATTACH ITEM 4 (3/8" SMARTSIDE EXTERIOR ENGINEERED WOOD SHEATHING) TO ITEM 2 (STEEL DOOR FRAME - 1-1/2" CHANNEL) WITH ITEM 3 (#8 x 1-1/2 SCREWS) @ 6" O.C. AND (2) SCREWS AT EACH END OF EVERY STEEL CHANNEL AS SHOWN IN DETAIL'S'. ATTACH ITEM 5 (DOOR TRIM) TO ITEM 4 (3/8" SMARTSIDE EXTERIOR ENGINEERED WOOD SHEATHING) WITH EXTERIOR GRADE CONSTRUCTION ADHESIVE AND ITEM 6 (NAILS) @ 6" O.C. AND (2) NAILS AT EACH END OF EVERY TRIM PIECE AS SHOWN. ATTACH ITEM 15 (HINGES) TO DOOR ASSEMBLY WITH ITEM 8 (#8 X 2-1/4" SO DRIVE WOOD SCREWS) AT LOCATIONS SHOWN ON SHEET 4. (3) SCREWS PER HINGE. INSTALL OUTSIDE HANDLE (COMPONENT OF ITEM #7) TO THE DOOR ASSEMBLY WITH (2) ITEM 8 (#8 x 2-1/4 SQUARE DRIVE SCREWS). INSTALL CAB LATCH COMPONENT OF ITEM #7) TO THE DOOR ASSEMBLY WITH (4) #8 x 2-1/4 SQUARE DRIVE SCREWS. ATTACH INSIDE HANDLE (COMPONENT OF ITEM #7) AND SECURE WITH WASHER AND NYLOC ON HANDLE SHAFT (COMPONENTS OF ITEM #7). SEE DETAIL 'A'. UFXPI QDFI) BGNE: -- PARTIAL INSIDE VIEW PARTIAL END VIEW PARTIAL OUTSIDE VIEW HANDLE DETAIL TUFF SHED "L" 2a ASSEMBLY PA ENGINEERED WOOD SHEATHING "APA APPROVED" DOOR FRAME: 1-1/2" STEEL DOOR FRAME QUAIL RUN 1ARTSIDE ENGINEERED WOOD SIDING LOUISIANA PACIFIC TRIM LOUISIANA PACIFIC SOUTHERN CARLSON HED'L" HANDLE ASSEMBLY SIERRA PACIFIC 1/4" SQUARE DRIVE WOOD SCREW GMS HED HINGE SIERRA PACIFIC I. Cltt DOOR HANDLE AND STRIKE PLATE ATTACHMENT SIERRA PACIFIC PART #3902D9 INSTALL DOOR HANDLE USING #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. ATTACH DOR ASSEMBLY STRIKE PLATE WITH (2) #8 x 2" SQUARE DRIVE WOOD SCREWS. SCREWS TO BE LOCATED AS SHOWN. yTCH DARE 1 V C Jl,rflC vfS" DETAIL 'A' HINGE ATTACHMENT T 3UFF SHED HINGESNPDOOR, ATTACH EACH HINGE WITH (7) 8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. HINGES TO BE LOCATED AS SHOWN. HINGE ASSEMBLY DETAIL SFRONT VIEW GLE ,-,N -, O' TUFF SHED Storage Buildings & Garages TUFF SHED, INC. Ober #. Customer: Site Address: Building Size:--- PO # THESE DRAWINGS AND THE DESIGN TUFF H D, INC PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FORA BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY TUFF SHED INC BTHE ENGINEER OF llxAWJ E , INCTITLE j H.', TUFF 44' 4067 DOOR ASSEMBLY AND INSTALLATION DRAWING NO. AP-FL- PGEN-02 REV.LEVEL 01 SHEET 6HEET 1 OF 3 ' Drawn By: PK IN HOUSE DRAFTING DEPARTMENT 1777 S. HARRISON STREET DENVER,COLORADO80210 303U E$ ALTUFF TUFFSHEDwc,AsstnaESAtLREsroNSlDnIttFORTMECONTENTOFTHESEDRAWUGSANOTHE NS COTRUCTION OF THESUILDWGS SHOWN HEREIK Dale: 5/24/ 1B Checked B : Y iUttC ftG C Dare: o,-.c...+ D, to u: ve, c ' SSU8/ 14/5U- 18 OB/ Ta/76 a,. Date: Scale; N. T. S. RECORD. A O1J PARTIAL FRONT VIEW 3 1/16 aGLE. ii p INSTALLATION INSTRUCTIONS: 1. ATTACH COMPLETE DOOR ASSEMBLY WITH HINGES TO WALL PANEL ASSEMBLY WITH ITEM 19 (#8 X 2-114" 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" SQ DRIVE WOOD SCREWS) AT LOCATION SHOWN. PARTS LIST ITEM IPART NUMBER DESCRIPTION VENDOR 10, P47 4067 TUFF SHED DOOR TUFF SHED 11 STEEL BASE QUAIL RUN 12 STRUCTURAL WALL PANEL ASSEMBLY TUFF SHED 13 3/4" APA FLOOR DECKING APA APPROVED" 14 DOORTRIM-VERTICAL LOUISIANA PACIFIC 15 DOOR TRIM - HORIZONTAL LOUISIANA PACIFIC 16 STRIKE PLATE SIERRA PACIFIC 17 NOT USED 18 TRIMMER STUD MARKET LUMBER 19 8 x 2-1/4" SQUARE DRIVE WOOD SCREW GMS OUTSIDE VIEW TIAL DED 0 OUR VIEWPATIAL8PARTIALASSEMBLYOINSIDEVIEW AL. \fir \V aGLE: —LE. i rEl TUFF 5 } E D Storage Buildings & Garages TUFF SHED, INC. Order #. Customer: Site Address: Building SizeavoM-LEw,H-HEpwrsnFr.ex. PO # THESE DRAWINGS AND THE DESIGN TUrF SHED, TINC. THESE INC. THESE DRAWINGS DRAWINGS ARE FORA AREBUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY TUFF SHED INC & THE ENGINEER OF t itC IC a..... z: a— R oa\e: Verifletl b: j ssox. o2 aso la oe/ ia/18 — 1-. DRAWINGS BY: TUFF SHED, INC. IN HOUSE DRAFTING DEPARTMENT 777S. H:ARRISONSTREET DENV E3 COLORADO 80210 303j753- TUFF TUFF SHED INC.T OFT ESALLRESPONNINDTHFOR TECCfENOFTHESILDINGIN4SANUFICCN$TRUCiqu CF THE NULLgNGN SHCevN HEREN. TITLE 4' 4067 DOOR ASSEMBLY AND INSTALLATION DRAWING NO. AP- FL-PGEN-02 Drawn6y: PK Date: 5124/18 REV. LEVEL 01 Checked8 Y SHEET 2 LDate: Scale: N.T.S. RECORD. SHEET 2 OF 3 K1 2 9/16) s s/1s) i OO LC` TUFF SHED HINGE i VENDOR: SIERRA PACIFIC u"E "1D' PART#HTH6099 oa DOOR TRI VENDOR: LOUISIANA PACIFIC C-7 TUFF SHED "L" HANDLE_ VENDOR: SIERRA PACIFIC PART#3902D9 V VARIES BASED ON DOOR WIDTH r I Z— ( 1 112) u 0STRIKE PLATE_ VENDOR: SIERRA PACIFIC FINE: to 1 112) N l 2 STEEL DOOR CHANNEL_ VENDOR: QUAIL RUN SCALE: d• • t'C 3 112) 1 112) ----( I 1 1/2) I,_ r v 7116" OSB SPACER VARIES BASED ON DOOR WIDTH -- -- —' m I I —T 4 318" SMARTSIDE PANEL SIDING VENDOR: LOUISIANA PACIFIC FL APPROVAL #9190.6 PANEL_ 0 2 X LUMBER HEADER193% TOP & BOTTOM PLATES, VENDOR: APAIAPPROVEDOOD VENDOR: TUFF SHED 13 VENDOR: MARKET LUMBER swE: —11 a— — MINIMUM 2X4 SPF #2 Order #. PO # THESE DRAWINGS AND THE DRAWINGS BY: TITLE DRAWING TUFF Customer: Drawn By: PK DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE TI IFF SHFj„ INC. ENAP -FL PGEN-02 Storage Buildings & Garages Site Address: Date: 5123/18 DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED NDg IN HOUSE DRAFTING DEPARTMENT 4' (4068) DOOR ASSEMBLY INSTALLATION REV. LEVEL Ot TUFF SHED, INC, Checked 8 : Y AND BUILT BY TUFF SHED. ANY OTHER FORBIDDEN TUFF SHED L'j°'' UiI R{ w"+ p DT 5502A2d50 7 oeiiarys 1777 S. HARRISONHARRiSON STREET DENVE3 COLORADO80210 COMPONENT DETAILS SHEET Date: GINCBTHEENGINEEROFv f d by: I1d _. C 303)753-TUFF BUildlnjSiZe: wnTrv-LEuc*-wEn"r-eo.naREA Scale. N.T.S. RECORD. TUFF SHED NC, n9aU SALL RESPONSIBILITY FOR THECDHTEN7DF THESE DRAww -DA THE c-IRUCTIDN OF THE BUILDWCs SHOWN NERF'K SHEET 3 OF 3 y