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Home My WebLink About902 S Scott Ave (2)Name Street: -S sjj#Ayj City, State Zip: CITY OF SANFORD BUILDING 8r FIRE PREVENTION PERMIT APPLICATION AUG Application No: J Documented Construction Value: $ 6 y070 `00 Job Address: F m .5' 5 A Historic District: Yes No Parcel H): O' I cr _ 3"5,9 6000•— 03 J Residential Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: % O X ! la Aa--e 5S ncq b1dq Plan Review Contact Person: SLOk- Perl iLiZ Title: 2a_r Phone: 65 -'a Fax(3 ) < Ov Email: C 2% jl J 1. 0'i Property Owner Information / `L Phone{ Sk) 31340 — & 719 Resident of property? : Vic-151 Contractor Information Name Tom Saurey (Tuff Shed Inc.) Phone: (407) 985-2990 Street: 8524 E Colonial Dr. City, State Zip: Orlando, FL 32817 Fax: ( 360) 998-3228 State License No.: CBC1253645 Architect/ Engineer Information p Name: R/ (b-0/JU11 s 5 Phone:D 7'6 Ae 3'3 Street: y Z'L/"rI -71oe35 Fax: t136) 9• LqCity, St, Zip: E-mail:F Bonding Company: Address Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, 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: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 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 he applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing informat' n is accurate and that all work will be done in compliance with all applicable laws regulating cop ucti i and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID t.--A71 2 t ( b gnatur of Contr r/Agent Date Q Tog, S'.cri°y N tLi U `v A a Print C tractor/ ent's Name C) Q beLU gnature of Notary State of Flewde Date is ®-8, 63 C10 U dj Contractor/Agent is k Personally Known toMe er BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: "A-12-1(o t L ITILITIES: COMMENTS: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 15(: 9-16.1(o Ok to install 10' x 16' (160 square foot) shed as shown on plan. Meets area and dimension regulations for SR-1AA zoning district. Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RP# If.- U 7,4 Address: ei57_ S'. C—er- .vI5 BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) ELE'CT•RICAL PERMsIT r Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MCIGNANICAC 1BERM11T Min Max Inspection Descri tion Mechanical Rough Mechanical Final Min Max Inspection Descri tion Gas Underground Gas Rough Gas Final REVISED: June 2014 PRODUCT APPROVAL COVER SHEET Permit# TUFF SHED INC—STATE OF FLORIDA —CBC 1253645 As required by Florida Statue 553.842 and Florida Administrative Code 9B-72m Please provide the information an approval numbers for the building components listed below if they will be utilized on the building or structure. FL approved products are listed on line at www.floridabuilding.org or can be obtained from the local product supplier. Product Type County use Manufacturer. Model #/_Series FLProduct Appr. # or Miami/Dade NOA Siding _ LP Corp Panel FL9190.5 James L Hardie Panel FL10477.1 Floor Vents Flood Solutions LLC Foundation FL17588 Window — Single Croft LLC Series 96 FL15585.1 Fixed Tansom Innovations Inc. FL17667 Roof underlayment Woodland Industries FL17206.2 Metal Roofing Thomas Arch Metal Company TM Rib FL5218.1 Metal Roofing Thomas Arch Metal Company 5V Crimp FL5218.2 Asphalt Shingles Owens Corning Oakridge FL10674.1 All products listed are per Florida Building Code 2014 SEMINOLE COUNTY MULTI -JURISDICTIONAL Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: Oil l'd I hereby name and appoint: an agent of: Tuff Shed, Inc William Hunt Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): El All permits and applications submitted by this contractor. Or The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: &q tiz I/? License Holder Name: Tom Sau State License Number: CBC1253645 Signature of License Holder: STATE OFFt! LObraAlo COUNTY OFn ter The foregoing instrument was acknowledged before me this day of /` ,Q `j 20 , by -[9 W-1 who is,& personally known to me eF nd who (did not) take an oath. Signature of Notary PL 7;' PU LI C ST OF COLORA O P'ct i ID 2015403'301 P,Ry Cci t; ,Ission Expires G3fr"_312019 rspi i;el Valdez Print or type Notary name Notary Public - State of LI — Commission No. „9019 Kv 3- My Commission Expires: ® q l- aat City of Sanfoi Building & Fire Prevention I)ivisi.c Residential Permit Cai PERNIIT NO. • / amb ISSL;E DATE: CONTRACTOR: 3 C. !j Co Od\C,-ff' -9 JOB ADDRESS: TYPE OF WORK: U a Post this permit in a conspicuous location outside Leave all work uncovered until inspected and approved Approved plans must be posted with pennit for inspection Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER BUILDING ELECTRICAL rNSPRc7rov7nF APPRO F_D _ _ REIE(TED INS'/ '70R L1'SPECTIONI)PE— dYf'RUf'LD._. _ REJECTED INSPM.rc FOOTER INSPECTION x:. ELECTRIC UNDERGROUND STEMtiVALL T.U.C. PRE POWER SLAB % MONO -SLAB dr ' r ` 7 ' J. ELECTRIC ROUGii__,____—.., LINTEL: TIE BEAM i -- ELECTRIC FINAL IECIiA\ICAL SHEATHING - ROOF cvsPEMOO ' n'PE _ .srrxnrED 10iJE III) 7:vsrEc r( SHEATHING - WALLS FRAME_- MECHANICAL. ROUGH INSULATION ROUGH IN MECHANICAL FINAL j PLUMBING DRYWALL-SHEETROCK^ APPROITD— _—RFJECTF.D LATH INSPECTION FINAL STUC'COiSIDING UNDERGRUI' \D ROUGH _J FIREWALL SCREW TL"B SET FIREWALL FINAL SH ER I INSULATION FINAL r'N-'L GAS INSPECTIONS FINAL SFR r.'•>Pc• ::.c •`:^J"r tPPROFE'D REJECTED INSPECT ROOF INSPE'C 77ON 1)'PE 41'PRUI'F.D ALIAC1Fu_— __ INSPECTOR 3AS UNUERGR0LJND PIpV ROOF DRY -IN GAS ROUGH -IN FINAL ROOF I GAS FINAL NIISCELLANEOLS / FINAL INSPECTIONS INSPECTION ME AVPROI'ED REJE(7'IiD I.'VSPRTvx 7TPE APPROIV) RrrECrED L\sPEc.7 PRE-DEMOFINAL DOOR -- — FINAL DEMO -- FINAL SOLAR PANELS IRRIGATION FINAL— — FINAL POOL SCREEN' FINAL SCREEN ROOM I IFINAL. BUILDING (OTHER) — FINAL UTILITY BUILDING I InR7r F Hn r>= TtF.nrn'N I i MOBILE HOME FINAL WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PA`. TWICE FOR IMPROVEMENTS TO YOUR PROPERTI'. A NOTICE: OF COMMENCEMENT MUST BE RECORDED POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: N ADDITION TO THE REQUIREMENTS OF THIS PERMIT. THERE MAY BE ADDITIONAL RESTRICTIONS .APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC REDOFTHISCOUNTY. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GObTRNNIENTAL ENTITIES SUCH AS WATER 14ANAGE.4ENT DISTRICTS, STATE AGENCIES OR FEE AGENCIES FBC 105.3.3 DrIMPTI. nrrnurD +nra PLAT OF SURVEY t u r ra %-JSKAR and R'E.85CCA SEISUHS Legal Description SECTI)N FIP,.T ADDITION, according to the plat thereof as recorded in raja 69, of thv Public Rt;cor'ds of Seminole County, Florida. BP I =0 8 STREET t' l l' 1 T", 4 COA C'" 1'c Can VA Q+ --e V\ C-1c 0 L-k 61 C 4Ae Mar V-bT.e C IV (In-e- FIF I LZ Ll 171qi Ji r L9 ZY AYE S*1 13 9. 41.9b I rig SHEV I'M Colic bdSE 14: j u I T, to.0 7 7 C'* P4 - C' 0 Rive wl).27' Cko It 5 5 30 S'JRVEY NOTES: 1) Thc nJ,!ress of the above described properly is 902. Scott Avenue. 2 T h I: -,i b, v ., d l, r i 1,)eci r, rop r•i v i nit in a F I ood Hazard Area. ANFORD lBQlLQlNj_GQLVl, %ON PERMIT ISSUED SHAQ- BE CONSTRUED TO 13E ATENSETOPROCEEDWITHTHEWORKANDNOTASWTHORITYTOVIOLATE. CANCEL, ALTER OR SETIDEANYOFTHEPROVISIONSOFTHETECHNICALDES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHE5UILDINGOFFICIALFROMTHEREAFTER1EQUIRINGACORRECTIONOFERRORSINPLANS, CON'STRUCTION OR VIOLATIONS OF THIS CODE REVIEWED FOR CODE GONIMANCE PLANS EXAMINER L4 DATE s• s 3Fi2 22' sic o a I _ 30 \ 3I S'JRVE Y NOTES: i) Tne stru(,,.r 1xi_':ress of the above; described property i5 302 Scott Avenue... 2) Tht: abt v d srri bzd r)r()p ,r? v ii, ne:t in a Flood Hazard Arta. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above property and t he plat hereon delineated is an accurate representation of the sane. I further certify Survey meets the Minimum Technical Standards set forth by the. Florida Board of Lan vors pursuant to Section 472.027 of the Florida StatuteS. F 'F. NOTE: NOT VALID UNLESS SEALED WITH EMBOS SEO SURVEYOR'S SEAL. R. BLA I R Y.I TNER 4, Professional Land Surveyor No. 3382 P, 0. Box 823 - Sanfbrd, Florida 32772-0823 305) 322-2000 DATE. 15 FEB, t984 rr` City of Sanford Shed / Gazebo Permit Application Checklist Fl All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: 44— Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. Copy of applicable contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). C---- Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). Two (2) site plans indicating proposed location and distances to property line(s). Shed or Gazebo 10'x 12'or less: Completed and signed Statewide Product Approval Specification Form. Two (2) copies of manufacturer's installation instructions. Two (2) copies of a legible drawing showing all framing details, foundation details, and meet all applicable code requirements (if applicable) Commonly accepted construction practices with appropriate tie downs or; ANSI / AF & PA WFCM wood frame construction manual for one and two family dwellings. WPPC Guide to wood construction is high wind areas. Florida State Department of Community Affairs Approved Building. Shed or Gazebo greater than 10' x 12' : Two (2) sets signed and sealed engineered drawings. Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of manufacturer's installation instructions. Florida State Department of Community Affairs Approved Building. C]N Contact person information entered in Naviline? Application forms stamped received and initialed? Revised: February 2015 RECORD COPY NOTES: UNINHABITED UTILITY BARN SHED UP TO 12' WIDE x UP TO 24 1. BUILDING CODE: FLORIDA BUILDING CODE, 5th EDITION (2014) PPTB, TB700, TB800 BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ) 12 COLLAR TIE REQUIRED ONLY AT 2. DESIGN LOADING: 5 12' WIDE SHEDS, SEE TRUSS CALCULATIONS WIND SPEED (T1609.3.1): V 1t = 155 REVIEWED FOR CODE COMPLIICE REFER TO THE TRUSS Vasd = 120 12 DESIGN FOR LUMBER EXPOSURE: C ROOF LIVE LOAD: 20 PSF PLANS EXAMINER 29 SIZE, PLATE SIZE, AND ROOF DEAD LOAD: 10 PSF I ," TRUSS SPACING DATE FLORIDA APPROVED OWENS FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3) CORNING OAKRIDGE 30 YEAR IMPORTANCE FACTOR: (6): 1_0 OPTIONAL ATTIC SHINGLES - FL3663 RISK CATEGORY: I X -OR- COMPONENT AND CLADDING: ROOF: 31 PSF (ZONE_ 1) ¢ 6'-10' WIDE ATTIC JOIST - 2X6 FLORIDA APPROVED THOMPSON WIND PRESSURE (psf) (ASIDVALUES) 67 PSF (ZONE 2, 3) 12' WIDE ATTIC JOIST - 2X8 BASED ON 10 SQ FT) WALL: 34 PSF (ZONE 4) o ARCHITECTURAL METALS CO. METAL ROOFING_ - FL14101 42 PSF (ZONE 5) INTERNAL WIND PRESSURE COEFFICIENT: +0.18SEE THE TRUSS TO WALL ENCLOSED BUILDING) -0 18 - ALTERNATE CONNECTION DETAILS - L BOTTOM 2 DETAIL DETAIL 2 OR 5 WALL TOP FLORIDA BUILDING APPROVAL NUMBERS- WALL FRAMING TO BE 2X4 1. WINDOWS BY CROFT LLC - FLORIDA BUILDING APPROVAL F L 15585-R1. 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.5. 3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL FL10674. I 4. ROOF-UNDERLAYMENT BY WOODLAND INDUSTRIES INC. - w DtM FLORIDA BUILDING APPROVAL #FL1814-R6. o Q SPF #2 OR BETTER @ 16" OC. 00 > SEE SHEET 3 FOR THE STEEL FLOOR WITH ANCHOR DETAIL OR FOUNDATION DETAIL 5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - OftD I FLORIDA BUILDING APPROVAL #FL5218 SANE 6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS - P,6A . ` FLORIDA BUILDING APPROVAL #FL17667 7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)- # 16 - 2 2 2 4 FLORIDA BUILDING APPROVAL 44FL17588.1 MY l IM r Tl M M ATr 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: TB700 - 6-10 3/4" (82 3/4") TB800 - 8'-0 1 /4" (96 1 /4") PPTB- 8'-0 1/4" (96 1/4") TUIFT SHE Storage Buildings & Garag TUFF SHED, MFG. FACILITI TAMPA, FL UU ULL 1llr rLr%IL 1/ 2" PLYWOOD SPACER CRIPPLES ( IF REQ.) HEADERS FOR OPENINGS UP TO T-0" USE ( 2) 2x4 SPF #2 2x4 WINDOW SILL TRIMMERS FLOOR DECKING BASE PLATE ivv v 1 v1J FOR WINDOW OPENINGS UP TO T-0" 3 WINDOW HEADER DETAIL FOR SIDE WALLS SCALE: N.T.S. UP TO 12'-0" WIDE OBUILDING SECTION:- SCALE: N.T.S. DOUBLE TOP PLATE 1/ 2" PLYWOOD SPACER CRIPPLES ( IF REQ.) HEADERS FOR OPENINGS UP TO 60 USE ( 2) 2x6 SPF #2 OPENINGS 61" TO 81" USE ( 2) 2x8 SPF #2 OPENINGS 81" TO 96" USE ( 2) 2x10 SPF #2 KING STUD ' "^v" ` v 1 v' ` TRIMMERBASEPLATE OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2 OPENINGS 6- 1" TO 8'-0" USE (2) 2x6 SPF # FLOOR DECKING FOR OPENINGS UP TO 8'-0" REFER TO THE DOOR DETAIL SHEET 2) FOR THE DOOR DESIG ODOOR HEADER DETAIL O HEADER DETAIL 3B FOR SIDE WALLS 4 FOR END WALLS SCALE: N. T.S. SCALE; N.T.S. 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 IV NF' THESEDRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD TUFF SHED, INC. ENGINEERING DEPARTMENT FLORIDA LICENSE PE #7f SEALER'S PRINTED NAZI RICHARD WILLS r By: SJ tn IITI RICHARD J. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 303) 753- 8833 EXT. 5618 iE TO PROCEED WITH THE WORK AN/7/15 mAM0(M9l ANY OF THE PROVISIONS OF THE TE d By: F Rl III DING OFFICIAL FROM THFRFA lE d i N66Td€r)DfiOFe> ISTRUCTION OR VIOLATIONS OF THIS[ N.T.S. F TOP PLATES ARI NAILED TOGETHER ARE TO BE DRIVE AN ANGLE. 1C STAGGERED AT OTRUSS TO WALL CONNECTION DETAIL SCALE: N. T.S. RAFTER WALL OP PLAT TOP PLAT S ARE TO NAILED TOG THER. NA AqE TO B DRIVEN IN AN AN LE. 10d NA AGG ED AT 12" C 7/16" OSB SHEATHING OR 7/. 16" OSB SHEATING WITH FOIL BACKING SIMPSON H8 PLATE ON INSIDE AT EACH RAFTER TB700 - USE ( 2) 2X4 TOP PLATES TB800 & PPTB - USE 2X4 AND 2X6 TOP PLATES AS SHOWN 7/16" OSB SHEATHING OR 7/ 16" OSB SHEATING WITH FOIL BACKING SIMPSON H8 PLATE ON INSIDE AT EACH RAFTER TB700 - USE ( 2) 2X4 TOP PLATES TB800 & PPTB - USE 2X4 AND 2X6 TOP PLATES AS SHOWN TRUSS TO WALL CONNECTION DETAIL 5(:, x\ 1 Il f'tr SCALE: N.T.S.: S o. 76835 TITLE BUILDING SECTIONS DRAWING NO. FL-PPTB- TB800-01 REV. LEVEL 01 HEADER FRAMINGDETAILSSHEETTAT OF 0TCoi i` E FOC 5th` IEDITION (2014) 1105C , SHEET 1 OF 4 F 0 SINGLE DOOR ASSEMBLY TOP VIEW SCALE: N.T.S. BOLT LATCH ON FIXED DOOR FOR DOUBLE DUOR ATTACH (1) BOLT LATCH AT THE TOP AND 1) BOLT LATCH AT THE BOTTOM OF,THE FIXED DOOR. ATTACH EACH BOLT LATCH ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE' < DRIVE WOOD SCREWS. 0 DOOR HANDLE AND STRIKE INSTALL DOOR HANDLE PER MANUFACTURER'S , INSTRUCTIONS. USE #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS ATTACH STRIKE PLATE WITH (3) 8 x 2 SQUARE DRIVE WOOD SCREWS. D1 B DOUBLE DOOR ASSEMBLY TOP VIEW SCALE: N.T.S. I BOLT LATCH ON FIXED DOOR FOR DOUBLE DOOR WHEN THE FIXED DOOR IS CLOSED AND BOTH BOLT LATCHES ARE ENGAGED, THE TOP BOLT LATCH WILL REST AGAINST THE INSIDE EDGE OF THE HEADER, AND THE BOTTOM BOLT WILL REST IN A PRE -DRILLED HOLE IN THE FLOOR DECKING. DOOR THRESHOLD 3/8-SMART SIDE NAILING REQUIREMENTS USE THESE NAILING TABLES FOR THE'PPTB,-T8700 AND TB800 DRAWINGS- SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS MARK MAX. MARK WALLS END SIT'ECOMB. MIN TOTAL WALLS END SIDE MAX. MIN TOTAL BEING WALL WA OPENING COMBINED BEING WALL WALL COMB. COMBINED USED WIDTH LENDGE NAILING NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL NO OPENINGS ALONG THE WALL 6' 6`-18' 8d NAILS @ 6" O.C. 0' 6'-18' 8' 8'-24' 8d NAILS @ 6" O.C. 0' 8'-24'. 1 0' 10'-24' 8d NAILS @ 6" O.C. 0' 10-24' 12' 1 11'- 24'8d NAILS @ 6" O.C. 0' 12'-24' m. MIN 2'-0" RTN WALLS ON EACH END OF WALL- mMIN: 2'-0" WALL SEGMENT 8' 6'-24' 8d NAILS '6" O.C. UP TO 12' 5' 8' 8'-24' ' 8d NAILS 4" O.C. UP TO 12' 4' 10, 10'-24' 8d NAILS '@ 6" O.C. UP TO 12' 6' 10, 10' 24' 8d NAILS @ 4" O.C. UP TO 12' 4' 12' 12'-24'. 8d NAILS @ 6" O.C. UP TO 12' 8' 12' 1'2'-24' 8d NAILS @ 4" O.C. I UP TO 12' 1 7' 12', 1 12'-24' 1 8d NAILS @ 3" O.C. I UP TO 12' 1 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 PER DOOR/DOOR PANEL, FILL EVERY HOLE IN HINGE WITH A 8 x 2-1/4" SQUARE DRIVE WOOD SCREW. 4DOUBLE DOOR ASSEMBLY HINGE ASSEMBLY 2SIDEVIEW3FRONTVIEWSCALE: N.T.S. SCALE: N.T.S. DOORS: STANDARD DOOR CONSTRUCTION I FOR TUFF SHED DOORS UP TO 47" x 80 1/4"-ON SINGLE HUNG DOORS AND 96"°x 80 1/4" ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR THE LOAD' CRITERIA -ON -SHEET 1. TUTA' 19HED Order #. Customer: P. O. # Drawn By: SJ Storage. Buildings & Garages Date: 1/7/15 Site Address: TUFF SHED, MFG. FACILITIES Checked By: TAMPA, FL Date: Building SIZe.WIDTH-LENGTH-HEIGHT-SQ. FT. BScale: N.T.S. ROOF - SHEATHING 7/16" OSB) WIDTH ' LENGTH FIELD NAILING EDGE NAILING 6' 6'48' 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 @ 12' 12'-24' 8d NAILS @ 12" O.C. 8d. NAILS @ NOTES: 1. USE 8d RING SHANK NAILS W/ A MIN SHANK DIAMETER OF 0.131" AND A LENGTH OF 2 1/2 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 a -SIDED DIAPHRAGM. THE END WALL OPPOSITE OF THE OPENING MUST BE FULLY SHEATHED, `{ N 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 RING SHANK NAILS WITH A SHANK DIAMETER OF 0.113"AND A LENGTH OF 2 1/2". 5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C. 6. ON THESE BUILDDNGS 6' X 10'-18' THE 3' DOOR IN THE END WALL WILL NEED TO BE OFF SET. THERE WILL BE A 2' PANEL ON ONE SIDE AND A 1' PANEL ON THE OTHER. SIDE OF THE DOOR. 7. ( BS) DESIGNATES WALLS THAT NEED TO BE SHEATHED ON BOTH SIDES. NO OPENINGS ALONG THE WALL 6' 6'-10' 8d NAILS @ 6"'O.C. SEE NOTE 3 6" 12'-16 8d NAILS @ 4" O.C. 0' 6' 6' 16,-22' 8d NAILS-@ 3" O.C. 0' 6` 8' 8'-14' ` 8d NAILS`_@ 6" O.C. 0' 8' 8' 16'-20' . 8d NAILS,@ 4';O.C. 0' 8' 8' 22'-24' 8d NAILS @ 3- O.C. 0' 8' 10, 1U-16' 8d-NAILS @ 6"O.C. 0' 10, 10, 18'=24' 8d NAILS @` 4" O.C. 0' 10, 12' 10'-20' 8d NAILS. @-6" O.C. 0' 12' 12' 22'-24' 8d NAILS-@ 4" O.C. 0' 12' MIN 2'-0" RTN WALLS ON EACH END OF WALL- aMIN 2'-0" WALL SEGMENT 6` 6'-8' 8d NAILS @'4''-O.C. 3' SEE NOTE 3 6' 10, 0, 8d NAILS 6" O.C. (BS) 3 2' RE: NOTE 6 6' 14'-18' 8d NAILS @ 4" O.C. (BS) 3' 2' RE: NOTE 6 8' 8'.: 8d NAILS @ 6' O.C. 3' 5' 8' 10'-12' 8d NAILS" •4" O.C. 3' 5' 8' 14'-16' 8dNAILS-@ Y O.C. 3' 5' 8' 8'-10' 8d-NAILS @ 4" O.C. 4' 4' 8' 1'2' 8d NAILS a 3" O.C. 4' 4; 10, 10'-12' 8d NAILS` . 6" O C. - 3' 7 10, 1.4'-18' 8d, NAILS @ 411. O.C. 3' T 10, 20'-22' 8d NAILS @ 3";O.C. 3' 7' 10, 10, 8d NAILS @ 6" O.C. 4' 6' 10, 12'-14' 8d NAILS 4" O.C. 4' 6' 10, 16'-18' 8d_NAILS, 3".O.C. 4' 6' 10, 10' 18d NAILS 4" O.C. 6' 4' 10, 12' 18d`<NAILS _3" O.C. 6' 4' 12' 12' 8d .NAILS @ 6" O.C. 4' 8' 12' 14'-18' 8d NAILS @ 4" O.C. 4' 8' 12' 20'-24' 8d.NAILS,@,3" O.C. 4' 8' 12` , : 12'-14' 6' 6' 12',, 16'718' 6' 6' 12' 12' AI 4„ 8, 4' 12' 14' 8' 4' I V/ THESE DRAWINGS:AND THE FLORIDA LICENSE PE N F •. ' ice TITLE DRAWING NO. TUFF SHED, INC. DESIGNARETHEPROPERTYOF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL-PPTB-TB800-01 DRAWINGS ARE FORA SEALER'S PRINTED I Af*1233 No 76835 r DOOR DETAILS BUILDING TO BE SUPPLIED RICHARD J. WILLS P.E.REV. RICHARDWILLS — NAILING REQUIREMENTS LEVEL 01 AND. BUILT BY TUFF SHED. SHEET ANYOTHERUSEISFORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET TATE of Q v FBC, 5th EDITION (2014) SHED AND THE ENGINEER OF DENVER, COLORADO 80210 i = p R i p P•; ' ` i RECORD303) 753-8833 EXT. 5618 F •• ` j P f ` ATE 155C SHEET 2 OF 4 I1 -, 12-14 X 3" HEX HEAD SELF -TAPPING SCREWS SPACED @ 12" OC. 3/4" APA OR TECO RATED T&G FLOOR DECKING. 2X6 STEEL JOISTS @ 24" OC 10 X 3/4" PAN HEAD SELF -TAPPING .®•+ E 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 1/2" HILTI KWIK BOLT TZ 1. STEEL SHED FOUNDATION: 600T125-54 - 16 GAUGE STEEL TRACKS G140 ZINC COATED 60OS137-54 - 16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24" O.C. SUPPLIER: ALLIED STUDCO (JOIST: 60OS137-054 / TRACK: 600T425-054) 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 i SCREWS @ 12" O.C. i .. 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTSON BLOCKS AS. SHO,WN. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: SUGGESTED SIZES: 2" x 8" x.'16", 4" x 8" x 16", OR 8" x 8" x 16". BLOCKS UNDER JOISTS SPACED @ T-O" O.C. MAXIMUM. BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM. 95 STUD 3/ 8" NYLON LOCK NUT z BASEPLATE FLOOR PLY C STAINLESS STEEL 304 It Z U EMBEDMENT DEPTH = 2 1/4" STEEL SI MIN. EDGE DISTANCE = 6" BASE ANCHOR SPACING: RE:. KWIK 4" CONCRETE BOLT ANCHORS TABLE, SHEET 3 PAD (MIN) 4) SIDEWALL BRACKET DETAIL SCALE N.T.S., TUFF' SHED, Order #. Customer: Storage, Buildings & Garages Site Address: TUFF SHED, MFG. FACILITIES TAMPA, FL Building SIZe.WIDTH- LENGTH -HEIGHT-SG. Fi.. KWIK BOLT ANCHORS INTO CONCRETE E: DETAIL 3 SH ET 3 WIDTH LENGTH QTY 6' 6'-10' 6 6' 12'-18' 8 8' 8'-14' 6 8' 16=20' 8 8' 22'-24' 10 10, 10'-16' 6 - 10' 18'-24' 8 12' 12'-18' 6 12' 20'-24' 8 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 0 M AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES o PART NUMBERS: OT3644BGMP- 5/8" X 36" (36" IMBED) GALVANIZED, AUGER REPORT NO. RAD-3060 OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-A O R- OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-B o WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS WITH THE MAXIMUM LOAD OF 4,725 LBS STUD Q 0 U) STUD 1 II 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 SIDING 4-ANCHORS` PROVIDE (1) AT EA. CORNER OF THE BUILDING. 7ANCHOR TRIM NEND WALL BRACKET TO BE FLUSH WITH OAUGER ANCHOR DETAIL EDGE OF TRIM SCALE: N.T.S. d 1 3/4 U >- FINISH — cnl ~ GRADE NOTES: 00 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS 2. PROVIDE (1) ANCHOR AT EA. CORNER 3" CLR. OF THE, BUILDING. THE REMAINING U IL TYP ANCHORSEQUALLYSPACEDALONGTHE _ UNHEATED SPACE ANCHOR BOLT & P. T. SILL PLATE PER NOTES BELOW 4 CONTINUOUS TOP & BOTTOM CONCRETE FLOOR c----- it SLAB REINFORCEMENT PER NOTE JELOT LENGTH - OF THE BUILDING. (1/2 THE M 8" REMAINING ANCHORS ON EA. LENGTH — THICKI SIDE EQUALLY SPACED). MIN, 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. R NFORCINGSTEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING EEL SHOWN TO BE CONTINUOUS,MAY BE LAPPED A MINIMUM OF 38 BAR 1AMETERS. OR 24" MINIMUM, WHICHEVER IS LARGER. 6. SEISMIC DESIGN CATEGORY: B A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING 1/ 2"'DIA X'7"_LONG SIMPSON TITEN ANCHOR WITH WASHERS. B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE CONCRETE AND SHALL BE SPACED NOT MORE THAN 6OC. C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF EACH PIECE. 4 CONCRETE FOUNDATION DETAIL I l!liii SCALE N. T.S. - \` .• P.O. # THESE DRAWINGS AND THE FLORIDA LICENSE PE 8 % TITLE DRAWING NO, DESIGN ARE THE PROPERTY TUFF SHED, INC. Drawn By: SJ OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT 76835 ; — FL-PPTB-TB800-01 DRAWINGS ARE FOR A SEALER'S PRINTED f • DETAILS Date: 1 / 7/15 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. == = REV. LEVEL 01 AND BUILT BY TUFF SHED. RICHARD WILLS = - Checked By: ANY OTHER USE IS 'SATE ,.4 SHEET FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET . . A A , . FBC, 5th EDITION (2014) Date: . SHED AND THE ENGINEER OF DENVER, COLORADO 80210 +" a RECORD' (303)- 753-8833 EXT. 5618 S O DATE 155C SHEET 3 OF 4 Scale: N.T.S. 41 F DESIGN LOADS: TOP CHORD LIVE LOAD = 20 PSF TOP CHORD DEAD LOAD = 10 PSF COLLAR TIE DEAD LOAD = 5 PSF NOTES: FBC, 5th EDITION (2014) AN S I/TP 11-2007 . TRUSSES TO BE SPACED @ 24" OC MATERIAL TO BE 2X4 SOUTHERN PINE GRADE #2 OR BETTER PLATES ARE TO BE PRESSED IN THE WOOD PER TPI. REP MEMBER INCREASE: YES LUMBER D.O.L.: 1.25 WIND: ASCE 7-10, 155 mph, Exposure C, D.01.=1.60 PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ICC-ES #ESR-1082. w 4'-2" LO 2'-11 3/8" 12 V-2 5/8" N Q 5 12 00 v 2X4 TOP Cl) 3X6 20 GA CHORDS PLATES TYP CV 8'-4" 0 4'-2" 2'-11 3/8" O a V-2 5/8" N !_ 12 Q5 12 00 V 2X4 TOP N' i ? 3X6 20 GA CHORDS PLATES TYP N -- 5-10d NAILS EA. SIDE 8'-4" 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. CV LO CV i0 5'-2" M C° T-7 13/16" h 12 Q5 o M_ 3X6 20 GA PLATES ti TYP BOTH SIDES ih 10'-4" V-6 3/16" 12 2s 2X4 TOP CHORDS CD 5'-2" ch CD o T-7 13/16" a N 12 Q 5 12 2E V-6 3/16" CD 2X4 TOP NCHORDS3X620GAPLATES TYP BOTH SIDES 2X8 BOTTOM CHORD 10' SPAN REACTIONS: MAX. VERTICAL: 510 LBS. MAX. UPLIFT: -250 LBS. NOTE: TRUSS MAYBE USED ON BUILDING LENGTHS UP TO 20FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. TU F F 'S= 3 H E DCustomer. Order #. P.O. # THESE DRAWINGS AND THE DESIGN D, I PROPERTY By: SJ OF TUFF SHED, INC.,-THESE TUFF SHED, INC. ENGINEERING DEPARTMENT FLORIDA LICENSE Drawn DRAWINGS ARE FOR A ' ' may SEALER'S PRINTEE Storage Buildings & Garages Date: 1/7/15 BUILDING TO BE SUPPLIED P ICHARD J. WILLS P.E. TUFF SHED, MFG. FACILITIES Site Address: AND BUILT BY TUFF SHED. Checked By: ANY OTHER USE iS RICHARD WILLS i 1777 S. HARRISON STREETFORBIDDENBYBOTHTUFF TAMPA, FL Building SIZe:WIDTH-LENGTH -HEIGHT- SO. FT. AREA Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 RECORD 303) 753-8833 EXT. 5618 Scale. IN. Co 6-2" rn a 4'-45/16" Q5 12' zs 4'- 81 6„ 12'- 4" _ r. M co t 3X6 20 GA PLATES TYP BOTH SIDES 6'- 2" 4'- 4 5/16" 12 Q 5 12 29 3X6 20 GA PLATES TYP BOTH SIDES 2X10 BOTTOM CHORD I 5- 10d NAILS EA. SIDE 12' SPAN REACTIONS: MAX. VERTICAL: 630 LBS. MAX. UPLIFT: -285 LBS. V- 9 11/16" 2X4 TOP CHORDS V- 9 11/16" 2X4 TOP I CHORDSTRUSS MAY BE USED ON BUILDING "LENGTHS UP TO 24FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. MAXIMUM DEFLECTION (12 FT. SPAN) VERT LL: 0.06 in. VERT TL: 0.08 in. i/ TITLE c. 76835 STATE QF Q ONAL r 4iN DATE TRUSS . DETAILS FBC, 5th EDITION (2014) 155C DRAWING NO. FL- PPTB-TB800-01 REV. LEVEL 01 SHEET SHEET 4 OF 4 F- PLAT OF SURVEY for AR and REBECCA SEISUHS o% Legal Descri pt ion SE(TI)N FIP-7 ADDITION, according to the plat thereof as recorded in rune 69, of the Public Records of Seminole County, Florida. F7(T I ')N F I P43 7 8P 1.5 P ' A DR OVED 81:? STREET I Iq - m ENS. DEPT. 34. 33 u. Ok to install 10' x 16' (160 square foot) shedVA'%n%Y"WA S18e- -Tz- , plan. Meets area and04-3 i as shown on dimension regulations for SR-1AA zoning CaVA"Q& --evxC-r0(>A1 km-o-jAn" 129 district. le 1 F Mar MAPr-tk) zc. 11 tZ4 Z I -I- TIN SHED 3 77 1 U-1 it I : "-,' t 17 C 9 L.9 ZY AYE 1392? 14! co J to.0 0 C.4RP6Rr C*00C'LoRiVE L-1 SURVEY NOTES: 1 The serve! adJrt--ss of the above described property i 5 902 Scott Avenue. 2j T t: a b! v d. scribed r rop r v iti n L t in a Flood Hazard A re, 6 MIAMI•DApE • CONSTRUCTION MATERIALS 0 E C H N 0 L 0 G I E 8 ACCREDITED 40, LABORATORY TEST REPORT Report for: Woodland Industries Date: July 27, 2009 1520 Kalamazoo Drive Griffin, GA 30224 Attention: Dina Crownover Product Name: No. 15 Manufacturer: Woodland Industries Date Received: June 25, 2009 Source: Woodland Industries PRI Report No.: WII-005-02-02 Dates of Testing: July 1 —July 14, 2009 Subject: The purpose of this project was to test Woodland Industries No. 15 asphalt felt underlayment for compliance with the Florida Building Code 2007, Sections 1507.2.3, 1507.5.3, 1507.6.3, 1507.7.3, 1507.9.3, and 1507.8.3: Underlayment using ASTM D 4869-04: Standard Specification for Asphalt -Saturated Organic Felt Underlayment Used in Steep Slope Roofing, Type 1 (#8) and for compliance ASTM D 4869-05E . Standard Specification for Asphalt - Saturated Organic Felt Underlayment Used in Steep Slope Roofing, Type 1 (#8). Test Methods: The test methods used included those found in ASTM D 4869; Standard Specification for Asphalt -Saturated Organic Felt Underlayment Used in Steep Slope Roofing and including: ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing and Waterproofing; ASTM D 228: Standard Test Methods for Sampling, Testing, and Analysis of Asphalt Roll Rooting, Cap Sheets, and Shingles Used in Roofing and Waterproofing; ASTM D 1922: Standard Test Method for Propagation Tear Resistance of Plastic Film and Thin Sheeting by Pendulum Method; ASTM D 6136: Standard Test Method for Kerosene Number of Unsaturated (Dry) Felt by the Vacuum Method; ASTM F 1087: Standard Test Method for Linear Dimensional Stability of Gasket Material to Moisture. Sample The sample received from Woodland Industries on June 25, 2009 and was a full factory Description: labeled roll of felt. WII-005-02-02 PRI Accreditations: [AS -ES TL-189; State of Florida TST5878; Metro -Dade 06-1116.02; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PRI Construction Materials Technologies. U.C. 6408 Badger Drive Tampa, FL 33610 Tel: 813-6215777 Fax: 813-621-5840 e-mail materialstestirg@pricmt.com WebSite: http:/Avww.pficmt.com I i t.. Woodland Industries Laboratory Test Report for No. 15 Felt Page 2 of 3 Results of Testina: y t L 5.1 Saturation Uniformity D 4869 Pass Uniform 5.2 Upon tearing D 4869 Pass dNoIUmps or. fore! n. sub. > w i alh@73FNr,5 D 1922,yTear,Strength `' a :. r x MD 0.72 CMD 0.96 0.45 mini` . a h h f y t kit ,yliabilty@73F4lPr a y4f` y lY y Ith t ,,.z N .- !. a sr r ! , ub,146 ati „Fst. x,y a ! t 4; 1,„=„,: ! i .' n '..,, i T+fur°!`.' MD Pass Pass 0.5"-, CMD Pass Pass 0 5- -; Loss on Heating @ 221T, % D 146 2.45 6.:max Liquid Water Transmission D 4869 Pass BreaktnglStrength Ibf/m D 146:T ashar4rt MD 53 3.0 min CMD 16 15 min Dirnerisionalstability °lo, 1 lr.l.,i.,,'„1vr. k._ t fl61 l MD Low to high humidity 0.32 2.00 max. CMD Low to high humidity 2:00 2.00 rnax::. Width of roll, in D 146 36 36a Area of roll, sq. ft. D 146 368 432 A mini Net mass, satd. felt, Ib/100 ft2 D 146 9.3 Q min r:. Net mass saturant, Ib/100 ft2 D 146 4.7 4,0 min Net mass desaturated felt, Ib/100 ft2 D 146 4.3 4 0 Min -.- Saturation by wt., % D 146 109 100 min :j;' Moisture at time of manufacture, % D 95 niax Saturating Efficiency, % by Wt. D 4869 78 75:0 min ` a Shall not crack 6.2 Unrolling at 320F and 140T D 4869 Pass cause or '. teabe:stickn^g other damage — Note A: Or, as agreed upon by purchaser and seller. WII-005-02-02 PRI Accreditations: IAS-ES TL-189; State of Florida TST5878; Metro -Dade 06-1116.02; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PRI Conslmction Materials Technologies, LLC. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-6840 e-mail materialstesting&ricmt.com. WebSite; httpJhvww.pricmt.com Woodland Industries Laboratory Test Report for No. 15 Felt Page 3 of 3 Statement of Compliance: This product complies with all of the requirements the Florida Building Code 2007, Sections 1507.2.3, 1507 5.3, 1507.6.3, 1507.7-3, 1507.9.3, and 1507.8.3: underlayment using ASTM D 4869-04: Standard Specification for Asphalt -Saturated Organic Felt Underlayment Used in Steep Slope Roofing, Type 1(#8). This product also complies with all of the requirements of ASTM D 4869-05`1: Standard Specification forAsphalt- Saturated Organic Felt Undedayment Used in Steep Slope Roofing, Type 1(#8). Limitations: Not for use in Dade County. Signed: Donald C. P olio President Date: 7 r 10 Signed: Duc T. Ng e Florida Registered fessional Engineer P. E. Number: 65034 Date:2— WII-005-02-02 PRI Accreditations: IAS-ES TL-189; State of Florida TST5878; Metro -Dade 06-1116.02; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can, be made without the client's permission. This report shall not be reproduced_ except in full without the written approval of this laboratory. PRI Construction Materials Technologies, LLC. assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PRI Construction Materials Technologies, U.C. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail materiaistesting@pricmi.com Wel Site: http:lAvww.pdcmt.com i TRINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Owens Corning Evaluation Report 037940.02.12-116 One Owens Corning Parkway FL10674-R11 Toledo, OH 43659 Date of Issuance: 02/06/2012 Revision 6: 10/15/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. 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 "TrinitylERD 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 7. Prepared by: Z Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 0e l[4 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/15/2015. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client 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. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD 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. I-,i`:.r_I_I_.,..__.......... TRINITYERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub - Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507. 2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507. 2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507. 2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 3. REFERENCES: Enti Examination Reference Date UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol, 3 02/15/2007 UL LLC (CER9626) Physicals & Wind Resistance 20120516-112453 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 Classificationletter 10/02/2015 Miami -Dade ( CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC ( QUA9625) Quality Control Service Confirmation, R2453 Exp. 08/20/2017 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1. 1 Classic® and Supreme® are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1. 2 Berkshire' are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1. 3 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 Berkshire® Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard* HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidgeT" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. 5. 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 the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC. Certocate.of Authorization K9503 Evaluation Report 037940.02.12-R6 FL10674-R11 Revision 6: 10/15/201S Page 2 of 7 f TRINITY:, ERD 5.4 Wind Classification: 5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us 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. 5.4.2 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 us in all wind zones up to Vasd = 150 mph (V,,,t = 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 and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 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 Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Berkshire* shingles require minimum five (5) nails per shingle. WeatherGuard, HP shingles require minimum 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. Contact the shingle manufacturer for details. 6.2.5 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus: Fell underlayment Deck Self -adhered ice WeatherLocke underlayment Drip_ edge Drip edge Nails located 2"-3" front eave Install first Self•seating adhesive Starter Strip positioned along eave shingle with \ 6" removed Starter Strip shingle overhangs eaves and rakes'/i'-!i' Exterior Research and Design, I.I.C. Certificate of Authorization #9503 iFekunderlayment Deck Self -adhered. fit,__ Weathert.ock'a underlaymont Drip edge Drip— edge Nalh located 3" from eave Install first Starter Strip Plus SeN loafing adhesive wi1h8'removed P positioned along eave Starter Strip Plus overhangs eaves and rakes VC-3f4" Evaluation Report 037940.02.12-R6 FL10674-R11 Revision 6: 10/15/2015 Page 3 of 7 6.2.6 Minimum Nailing — Classic® & Supreme: Norma' Mansard or Area pare Wind Areas High Wind desvenes y Area pare vientos normafes Areas vientos fuertes s.. IA V ` r. 2` 1 IBI 2 t• 5'Exposure Expositidn 6.2.7 Minimum Nailing — Berkshire®: Sealant Grip La tfra do sel4dor o f--s a i a a-- 6.2.8 Minimum Nailing —Devonshire'": Exterior Research and Design, I.I.C. Certificate of Authorization #9503 TRINITYERD Normal Mansard or Area pare Wind Areas High Wind desvenes y Area pare vientos normeies Areas vientos fuerres V 2- 5 5/$" Exposure Exposieidn LUk Sealant sirip La firs de soRador OF ie4--------- ie 94 -e r R Fi' RYf' j t' J r Asphalt rw1i6gcement Cemeato do who do astaf o Evaluation Report 037940.02.12-R6 FL10674- R11 Revision 6: 10/35/2015 Page 4 of 7 6.2.9 J TRINITY' ERD Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition® Duration Designer Color Collection: 6 NUII AM1rnsaWwp n Sure Wr3tm0eltve"n SureNar1' Pattern aria and rou o dm aw. ESQuems Oftsma 6Wdromes de 6 C13VQs a03shpda enire et 3ro3 SweP7alN pb y3rta vpena rkf ramie. Surenafl" Surenair, ladle, lxflIgg lair mirg Ale3dar"a WIWn Aro3do 1" 1' Area rk rtim SUIM3111LE W Expowe Nails 5W Exposure 55; ping. de swposh kin clavos 536 pn1g. de expnici in 6. 2.10 Minimum Nailing — TruDefinitionOakridge®, Oakridge®: 4 Nail Pattern Esquema con 4 clavos I<— 12'. —t I Imo— 12 —'I 55/ 8" Exposure NaUs 6 5/8" Exposure Exposicidn de 6 616pulg. Clam Expo sicidndo66/8pulg. 6. 2.11 Minimum Nailing — WeatherGuard® HP: 1 6 Nail Pattern Esquema con 6 clavos r r' tz — j{ — 12" Mils 5618" Exposure Claws 5519Exp0sure Exposicidn de 6 6/8 pulg. Exposi ddn de 6 618 puig. SIng Side View view kravee - IiirelE ex711 we 1t P6d11 tins cbm= r.es=ibF 6. 3 Hip & Ridge Shingles: 6. 3.1 Installation of Berkshire' Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuard HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using four (4) nails per shingle. Installation of DuraRidgeT" Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand -sealing for wind warranties. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 Evaluation Report 037940.02.12-R6 FL10674• Rll Revision 6: 10/15/2015 Page 5 of 7 6.3.2 6.3.3 6.3.4 6.3.5 TRINITY ERU 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. Minimum Nailing Berkshire' Hip & Ridge and High Ridge: Fig. 1 44 4-- Prevailing V4lne i;:"!,, ,-- ti Wedion Nails--- J ExPasurr•. Minimum Nailing — Hip & Ridge with Sealant: Fig. 2 TORvlea SNIeVfew Nags Nails i IE Top LanWiatal Z•• , 1 P' III R" v i I z wn Fig. 2 - High W Fastening Pattem iriitn Shingle— and Discard Excess1,„ Sea la lift Strip 124P FaTstening,' S"l:cp )sure Distance12„ Minimum Nailing — WeatherGuard® HP Hip and Ridge: Fig. A 4g Provaging Wind 1 Nails 1 I I s°--h Exposuro Exterior Research and Design, I.I.C. Certificate of Authorization R9503 Fig. C Hip & Ridge Shingle Fastening Top Vlovr 1 Naha Nails T,. 1„ u 6., Exposure i 1 12' Evaluation Report 037940:02.12-R6 FL10674•R31 Revision 6: 20/15/2015 Page 6 of 7 S 6.3.6 7. Minimum Nailing - ProEdge Hip & Ridge Shingles: Prevailing Wind Direction Sealant Strip A---' 6' Exposure _ Fasten 711,' Cover Exposed Fasteners with Roof Cement r _.. TRINITY ERD Standard Fastening Pattern 12' ft alant 6" Exposure 12" I` 6.3.7 Minimum Nailing — DuraRidge'" 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. Rroroifng Wind Diracdan Diroaiondreimneodje z Dirocubndol+icnwprodanimnca` e \ RowlaI I rt' E ex Top View Yue " plan Yhw suptrriar i'Ir 0WOn6C 1 Fdikg SurcNor / Id 0 ylaI& Z 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 ; (414) 248-6409; karen.buchmann@ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R6 Certificate of Authorization #9503 FL10674-R11 Revision 6: 10/15/2015 Page 7 of 7 r nra ue:a r r L-s.=-. • •• r• ••• Name: Tuff Shed Address: 8524E Col6nial Drive, Orlando, FL 32817 ilt'll II'l1111. It, 1 -r:.r _)LIIL171 1- _+,,.!lit t i '-. r) 1 i (1)1. T i"'OUf, ! -. ov C:-ii=IP i f Ol_LEf't CLERK S v 2016 I f 1.27 NOTICE OF CO" WKWAUNICEM ENT Permit Number: 1 (0 22 -q Parcel ID Number: 5 `i 3 4, The undersigned hereby gives notice that improvement will be fnade to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Sinale Family, Residence 2. GENERAL DESCRIPTION OF IMPROVEMENT: Install 1006 shed s )' 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: rr; 4aet. ti Name and address: Oskars R. Seisums 902 South Scott Ave. Sanford FL 32771 b_. Interest in property; Owner Fee Simple Title Holder (if other than owner listed above) Name: ° o. 4. CONTRACTOR: Name: Tuff Shed Inc, License # CBC 1253645 Phone Number: 407-282-2444 R Address: 8524 E Colonial Drive, Orlando, FL 32817 s ` 5. SURETY (If applicable, a copy of the payment bond is attached): Name: N/A u Address: Amount of Bond:r 6. LENDER: Name: n/a Phone Number: c Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713. 13(1)(a)7., Florida Statutes. Name. N/A Phone Number: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of OvOvvmar or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager) osy, ar--5 SeAsu-%5- Print Name and Provide Signatory's Tille/Office) State of rl U County of layh11I.OL The foregoing instrument was acknowledged before me this day of _ _ 20 by C)S,{ Sum S Who is personally known tonic OR Name of person making statement 1 who has produced identification'type of identification produced:%TD L-- Y AngIA" MgB1ews NOTARY PUBLIC: ESTATE OF FLORIDA Ctomm# FF958412 0 Expires 2/8/2020 N ary Signature .___ 1777,Squlti Harrison Slreel Suite, 600 • D,erwr, CD 80210, 0,fiice:303=153-8833 'o,jacsimile::303-78MO27 October 4, 2016 Tuff Shed Inc. 8524 East Colonial Drive Orlando, FL 32817 Re: Building Observation Oskar Seisums 902 S. Scott Ave. Sanford, FL 32771 To Whom It May Concern: The accessory building at the above -referenced address was designed and built by Tuff Shed, Inc. A representative of Tuff Shed, Inc. observed the structure. In accordance to the inspection report, the building is built in accordance to the plan specifications. See the attached report. If you have any questions, feel free to contact me. Sincerely, This item has been electronically signed and sealed by Richard Wills, PE. On the date shown using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Richard J. Wills, P.E. RWil Is(a)-tuffshed. com 303) 753-8833 ext. 5618 Z qW 0•E NSlo.tS/ii No.76835 STATE OF , Q ON 1/111 91110014004110 www.tuffshed.,com R S A ar000s, .06,46111111 -9 A Si _re Name f I InsM-0 te-6664 i ;Denv.er,"CO 80210. facsimile: 303-782=W f aiti ord6h 66A6 'thb,'-lah§? s, the, roof sheathing installed in accordance 9J LIP the -,roofwN'rehgType, 6f,n4ils and spacing e"installedforth sheathing 4el:14""O", I,s-,the,'ro6f felt/paper i . nstalleCd specified by the manqfacture t nd t he, bldg.asr code.? Are ,,the;roof -thin 10 -hs/tiles. installed- !,§ppcjfiecl bvJh6 manufacturer?' IXI F 0' Ake ,the `tresses f and: truss "anOpts installed correctly? aao installedTrusspacingas I - I , - Aros,ses i in dthe I ElAcbhhettOrp. I ntac woo 06tTP4totoh:the rthOlateral'sjnstalldd for the ooftrusses 6s:sobcifidd,bVthe BC,,, ? m1he. headeis, installed and ,petffied oh the pia, AreO-S, ? t § Padecl 8'8 shown on the plans,,? Arethewallstudsthe, sJie:,6hd' h LLD 0- Size and -sp,pci nq of:wWall studs: dies ' j n'd , grad, of 1 Wail, studs 0, El l9Ahe:i,W8lf ihsWli i-hl,.aliz,;'cord,la,,ri.c-e to the Bldg. code p es;,, S specified th plans? JheWOII'shelathihg installed qs' cil ie on e IV, Ln j Type ofshet.hing. installed:,,- 4 Type Vse- d"on wall, she.athjnq:,,2-,:*, of nailsandnailspacingr7V Isthesiding; installed ih,accordance !`to the manufacturer's specificati'on,s? Is IhO,hoUsewrap installed, per NO, code-? EJ 0 LLJ: Page 1:Of 3 A Harrison 609 4 `1)6nvt(,COMiq T Are tOO,inst 110"fliaorJois sizpoiand i'spaced sshown on the plans? '.,' Sr),Ocios-:and.zlgrade ,'('o"r' g,z-iy,ge, lf;s-teel) of floor jolists'. lP sp- bdihoof flo.be joists. lilStalle'd size, and t, Are fIhO.f-IoOr'joJs'ts n-!I,ilbdfiS& O.W6d: in,,accordance ,I to, the,.. pfaht? is the, floor sheathing 'installed'I in . accordancethe plans? toFloor sheathit g type and size. ' Nail types and spacing ' In, floor shealhing: Are thee f 10 or, b6m, sifa* installedas on the: plans-9. Fio I i and grdde-- Are the stairs d loft t Ill'... -sp ap, airs and, o joists installed, 881, specified on the plaos- Are the posts: trimmers, 'a -.,stod-S,in 'S, specified,:onth e, 0.1 nO OeOled,a Aretheleveling blocks installed''as specified on ...... the plans (qpading, depth etc.)? Size, Oacin 9, Oeofh.oflleveling blocksilz,M"Ic Is the 16uhdati6h ih§ t6ll&das,sped, jq'fi 1, 1eon; the plans? At& thepier loJt6ti boh&;- Is s0ecifibd on the'plans7 Are the pier depths/diameter? e plans? as-zp specified -th Pier, diamet&s&deepths /v/! Are the foundati0h:andhQr's installed : -'s,,spedifibd? Foundation - Q q h Q r size and d n g-: Are all other ors,ge( auger ipjC installed led as,pecifie V Are, thewall,anph p.red. acco,rdin-g,to,the ,.,plan Are the. 'H,DU'hardware 'installe. daccording , I to the manufacturer's -.sp catfons? Are the poi#al .frames/StrongWalls, "if any, `installed.as specified? e the, porch beams and O.osts ihstai(led,,aspecified d "th sP eq I on., epaps? Arethe, straps, .other fi,a(dwate,..efc., installed the plans?` p on Are, any structural members damaged orotherwise0ompirOmiseO, FM F420010-- M N M DOE Page 2 bfS I ather.observatioris, comments; or,.other structural mmbers: clt r.N" ;t 5 `'+ Fir"' ('"%+ t7a '''.57 1'i"u,r-%'= I hereby certify,1h , t the abbvie information is true and accurate and that any .discrepancies,.have ,been' noted orcarrected; Include pictures of the" oirerallsite, the floor joists and .foundation, each pier andtor, auger, installed' anchors (if applicable) eaeli, h"e der, ki'racing, straps, stairs (if applicai le), each trussJtr tss anchor, etc. ln'some,coses;; take -picture with: fape measure .showinci:the. size of the structural memberlpier/etc. Pa 3. of 3'