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106 S Saratoga Cir ACC20-0004 Shed „,,,A',�.'„, ACCESSORY PERMIT PERMIT NUMBER f-1 CITY OF ATLANTIC ROAD BEACH 2 - 4 ” V~ 800 ISSUED:ACC10/15/2020000 0731>r EXPIRES: 7/13/2020 ATLANTIC BEACH. FL 32233 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: ACCESSORY SINGLE OR TWO 106 S SARATOGA CIR FAMILY ACCESSORY SHED 10' x 14' $5709.00 TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171800 0000 ATLANTIC BEACH VILLA# 02 COMPANY: ADDRESS: CITY: STATE: ZIP: TUFF SHED INC 1116 Blanding Boulevard Orange Park FL 32065 OWNER: ADDRESS: CITY: STATE: ZIP: MCQUEENEY JAMES JR 106 SARATOGA CIR S ATLANTIC BEACH FL 32233 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. Issued Date: 1/15/2020 1 of 2 ,A,l../..„ ACCESSORY PERMIT PERMIT NUMBER aA 1 CITY OF ATLANTIC BEACH ACC20-0004 800 SEMINOLE ROAD ISSUED: 1/15/2020 ATLANTIC BEACH. FL 32233 EXPIRES: 7/13/2020 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 4 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. `, PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL:$249.00 Issued Date: 1/15/2020 2 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road /`� (� ',-' Atlantic Beach, Florida 32233-5445 I�� L ~`�OCA— Date Phone(904)247-5826 • Fax(904)247-5845 l / � / _on qr E-mail: building-dept@coab.us routed: � . City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM CL Property Address: i O(J ,Qr*'a-�O Q. De.artment review required Yes No _ ( uildinif Applicant: I lS 442 �R '�t� _ arming &Zonin , 1 J Tree Administrator Project: 1 0 y (4 HE--D C____Pubk Wo-'res'- • ublir; Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: VtApproved. ['Denied. I 'Not applicable (Circle one.) Comments: BUILDIN � PLANNING &ZONING Reviewed by: /y; • Date:1 - 7--(9-6 TREE ADMIN. Second Review: Approved as revised. ['Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. Denied. Not applicable Comments: N. Reviewed by: Date: Revised 05/19/2017 p Building Permit Applicatio FFlCE C d ed 12/8/17 ` City of Atlantic Beach `� 800 Seminole Road,Atlantic Beach,FL 32233 / / Phone:(904)247-5826 Fax:(904)247-5845 /�J� Job Address: ,1( 6 ,_341.706--,41,I � J AP-441 fic -s ! r 3223• Permit Number: F eaZO _v 0o4 Legal Description 81-13 /7-aS'-„lel E' MtAnrichb,IA4A1(4lt L¢ 6'-K 4. RE# /77Ptt9 O /3 Valuation of Work(Replacement Cost)$ 5701 "--- Heated/Cooled SF Non-Heated/Cooled r • Class of Work(Circle o' il�,�. Repair = N N Addition Alteration Move Demo Pool Window/Door B � � O 4 • Use of existing/proposed structure(s)(Circle one): Commercial Residential a. cs M • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No I.�1 O 0 cd • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal d 0 0 0 Describe in detail the type of work to be perfoned: LI! E- <X , Io1C. 1 ( i.. )ea ec , S o1 dzcc Oa( o Florida Product Approval# for multiple products use product approll�l rd-- Z Property Owner Information V- to Name: O ilj W '�p Z3 AldYl �+E2+lQ� Address: 06 S rt1' CO6A ora- S �• n oC 03 City /1-Z ViCi3trlc.:►•► / State t- Zip 3ZZ9.3 Phone •�-40 — ' • W w 0 w E-Mail I in., Q 4-{/730 Cori/ !_L1_0) wW Owner or Agent(If A ent,Power of Attorney or Agency Letter Required) 5 CC Contractor Information CC > III Name of Comfpany: TOS ftEC Qualifying Agent:16,77 J Cbe-e/ Address / _ ";•Q ?/-J-7136/9 Cr- S . City i at-- A-14 Stie "(-- Zip—s ZZ33 Office Phone 804-04 r ). "' le 144 Job Site/Contact Number a� i io (`ttoo State Certification/Registration#(' RC 17.'53(.4 -E-Mail ate. A t•) d)• ['On'1 Architect Name&Phone# Engineer's Name& Phone#'1d Q U.); it j s 1--)1145,44GyristA ipeolawetir,ev 20ei 0 Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date 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 the standards of all the laws regulationg 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. NOTICE: In addition itiAl 9.require,rrientslo#th sr� permit,there may be additional restrictions applicable to this property that may be found in the public r LFi d 'oT this /LT tjl,An i i1 there may be additional permits required from other governmental entities such as water management districts,state agencies,-ori ' Iz'" federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in comp]*Ne wit? a2020 applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMB.NT MAY 4^�nt RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPER-17(4F YOU INTEND " }'1 P "�1"�! �..:�il!= FL TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A ORNEY BEFORE - '.CORDING •UR NOTI E OF .46 MENCEMENT. U ; --41111K-A.44111111011111 4 "' (Sig of Owne or Agent) (Signatur f Contra I'7.42-11 including contractor) �'S;•ned and sworn to(or affirmed)before me this 03 day of Signed and sworn to(or affirmed)before me this ' day of Y.E g-, r from 202u ,b J/afiki AeQ��, / April 2019 by Tomm S, rey '- ''•:'," (Signature of Notary) Si natur .f Nota w.• '.. E1 LE LEVY ••" Personally Known OR [vf Personally Known OR NOTARY Y PUBLIC [ ]Produced Identification�j - [ ]Produced Identification STATE(.}F'COLORADO Type of Identification: c'Iiu UCe-1/322 Type of Identification: ISI/A NIr1TARY In 20174023h9R MY COMMISSION EXPIRES JUNE 6,2021J Doc # 2020003455, OR BK 19059 Page 1434 , Number Pages: 1, Recorded 01/07/2020 11 :51 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10. 00 • OFFICE COPYtiNOTICE . I.::''. `: :.:: (PREPARE INDUPUCATE) . • PeeNtNo/CC?o ''C1t�d/ Tax Folio Na r, ' State of '-IAA County of !)Uri .To whom it may concern: • The undersigned hereby informs'you that Improvemtnts will be made to certain real property,and In • accordance with Section 713 of the Florida ems;the following intosmatfart is stated in this NOTICE oF • ct�M: ::-.&‘.••• ' • o►dt perta►DO%improved: 3/ l3 /7-As—a.9E• - /9?Li-yrlT7 7e4v1I- //log- A.ii it 2. • . Lor 4 B4 • - •• tcf eybeinmproved• JO S rAria-,.$ .' . . being ,47-7.: rr>L17k:e Ftp 3 zzz, •. •, . . General de• mon of Imps/,J and Sl/eI /o,'/4 • .' . • • Owner •5Ac\e �C Q.�-o cd\-e-. .' .•• . Address /Ub '.5612 fa.,.C1: - J jz..a,-*ric •Fc0CN FejtZ3, / owneea Interest In site of the Improvement ,. ' • Fee SimpleTitlholderof other then owner) Nems'dream ��/r • • Contractor 1 ki FF•S iter j 3rtc - .' Address 11'1")'S tiPoRtLissw't '5trtat - men rt. Co : Eloise - • Phone No.QO4'o2Sa-3144 • Fax No_ • . Surety fd . • Adds Amount of bortd$ Phone No— Fax Ma • Name and address of any parson making a loan for the consttuctlon of the Improvements. Name • • • • . Address Ifrlg Phone No. Fax No. Name of person w l him the State of Florida,other then himself,designated by owner upon wham notices or other.• •:.., I-.' documents may be served: . - •. • Name . . • AddressA' .. Phone No. • . . No, . . • 1 • In addition to himself,owner dem the fdiovi g person to receive a copy of the tlerror's Nottce as provided In Section 719.06(2)(b),Florida Staines.(FIS in at Owner's option). - - • Name • Address ' Phone No. . Fax No. Expiration data of Notice of Commencement Opptratlon (1)yeerfmrn the dite of recording unless a • dlifwent dabs Isape lliw# 1F 1 g . 1 THIS SPACE FOR RECORDER'S use ONLY ',77-,-----4.• I /. • ' axis /� n ' m i . wont tNa.< • �i; yq J- . 67.gam. Mil. • _:+per , . .. " • • Waal hNaaYandeft=alit r •• !Id drrJenemaGadn' �. . *.N • ars Ma and acclaim ve, , • 6134 ‘P ;/i/d ))11/4 ‹:D ;•. atWga,emaa r2 oaunha • P,oducaKwi1wardltaaon /�(I[.k /ate •••••••1:4"•. :..f.::::4,-. . .i.:._a i.,:;" ...24'./.:',;'.?....,'-;. . '•'x.`,,:,•-,sf..c;,:•:. n;•;••• .•_...d i.4= + r ' '11• :H'_ .- r•ry 's' 2• •�`.• i,•.. :.:?•�.,ttr••1.:- I.- `'•w"i'v-':-.15fi. : . OFFICE COPY Tuff Shed, Inc. Customer Name: State of Florida License#CBC1253645 Address, r Product Approval Cover Sheet Permit# 9c C 20-ce) 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. 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 Medel#/ FL product HVHZ 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 Window- Sliding Tafco Corp Series 82000 FL207'43.1-R1 NO Fixed Transom Innovations Inc. Transom FL17667 NO Roof underlayment Woodland industries 151b Felt FL17206.1-R4 YES Asphalt Shingles Owens Coming 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. Sundance- Double Door FL22202.3-R1 _ YES Door(Single) Tuff Shed, Inc. Sundance- Single Door FL22202.4-R1 YES Custom Materials Used Steel Door - Inswing JELD-WEN 6 panel!3068/Inswing FL11136.1-R7 YES ONINIMONI 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 Thompson Arch Metal Company 5V Crinip FL5218:2-R2 NO Metal Roofing Thompson Arch Metal Company TIM Rib FL5218.1-R2 NO — Flood Vents Flood Solutions LLC Foundation FL17588 NO �:v.1/2, City of Atlantic Beach rEGE V L APPLICATION NUMBER jieo Building Department (To be assigned by the Building Department.) 800 Seminole Road JAN p 8 ma +— j: 41 Atlantic Beach, Florida 32233-544 RCe-�Q �O0 1 Phone(904)247-5826• Fax(904 5845 ii / J;s {E-mail: building-dept@coab.us Date routed: 7 i0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I OCP S ��a�—pa_ Department review required Yes No f\ � Applicant: I 11 -� f\LC`i ----Planning&Zonin Tree Administrator � X HED Project: �� Public 1Nor s Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [pproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING ' • Reviewed biii%' _ late: /—or.-0a TREE ADMIN. Second Review: Approved as revised. I (Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 2C j _tia 10 - 0071- i, /70 x_t_74— ef zre /tY 'oet64 -1a- :/: 4(-71 /tekvi Pcpe , .= 32 607' ,071ket Lica e g ( Pfiria_za oV7 01-AlJfi City of Atlantic Beach APPLICATION NUMBER �0S ;l� tt Building Department (To be assigned by the Building Department.) :-. 800 Seminole Road n coo w O c 1- 0:1 /// Atlantic Beach, Florida 32233-5445 I'\ lJl_/ 1 Phone(904)247-5826 Fax(904)247-5845 I / 7 / Z.O _0;31/ E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM ( Lr— Property Address: I 0 6 J .Q!''ck-4-OzQ. Department review required Yes No ( I .iildinq a Applicant: —11)j -F`--P .11�t"-`I ,---Planning &Zonm f I Tree Administrator 1 Project: 1 Q X L S c--IED `� Public Wor s >-, .-,- Public UtilitiesTh > Public Safety Fire Services • Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. I 'Denied. I of applicable (Circle one.) Comments: BUILDING PLANNING &ZONING IA-- Reviewed by: "1 Date: /-/d 74.7 - TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. Denied. Not applicable Comments: \, Reviewed by: Date: Revised 05/19/2017 -0,:Ly;y City of Atlantic Beach APPLICATION NUMBER 31?ilk Building Department (To be assigned by the Building Department.) 800 Seminole Road (1 (Cao -OocA .41; r ) Atlantic Beach, Florida 32233-5445 {"� 1 [� T' Phone(904)247 5826 Fax(904)247 5845 i / O _0, r� E-mail: building-dept@coab.us Date routed: ` +/ I/ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM ( CL Property Address: 1062 S -3 C -O � Department review required Yes No ( uildin Applicant: I l j f �f-\e_C� / annPT ing &Zonin , I f__, f Tree Administrator Project: I V y (4 �` s -kEt) Public /VorT -,, Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ( IDenied. fNot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:, /.9- Date:(—(0-2a2ri TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ['Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 . 4. TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY �s 10 City of Atlantic Beach PERMIT# .c Community Development Department 800 Seminole Road Atlantic Beach,FL 32233 (P)904-247-5800 /L6 772- IAC/r)0 via Z._. SITE INFORMATION ADDRESS /66 S GA c eS /1-7-2-`m-nc 1 f 52233 SUBDIVISION /i71R277jc 1+2// ecGA BLOCK LOT RE# /7/J0C7- 0000 RESIDENTIAL ❑ COMMERCIAL El OTHER APPLICANT INFORMATION NAME 'IV � is 42 C6t,tefi.ey PHONE# ADDRESS /06 S,a64foJ.4. (,S CELL# CITY 4714-171-7'c Cg?At,0 STATE ZIP CODE x7X33 EMAIL •�•f j ;MPin h Z `- CI, I s , COQ, ❑ OWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CE• Y THAT ALL INFORMAT % 'ROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent Pr4 • C_ _111-PDS f C �/ //4z - l vee/�e T�- SI 'ATU•E OF APPLICA,/ PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINTNOR TYPE NAME DATE Signed'and sworn beforeme on this 2 day of RI1r2C/wra/ 202° by State of /10ruu County of �` Identification verified: 42/ J v �`'f (.7f.tcommission:25FF91432 Troy mu -385-7019 Oath Sworn: ❑ Yes ❑ No •at.c 44•;•• - -• • Notary Signature • 4 My Commission expires 1 45'c a 0 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 r ' • O �•i I 7 NOTES: 1. BUILDING CODE: FLORIDA BUILDING CODE, 6th EDITION (2017) BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ) 2. DESIGN LOADING: WIND SPEED: V„ It = 155 Vasd = 120 EXPOSURE: C ROOF LIVE LOAD: 20 PSF ROOF DEAD LOAD: 10 PSF FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3) RISK CATEGORY: I COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 1) WIND PRESSURE (psl] (ASD VALUES) 50 PSF (ZONE 2) (BASED ON 10 SQ FT) 74 PSF (ZONE 3) WALL: 34 PSF (ZONE 4) 42 PSF (ZONE 5) FLORIDA BUILDING APPROVAL NUMBERS -- 1. WINDOWS BY TAFCO CORP- FLORIDA BUILDING APPROVAL #FL20743.1. 2. WINDOWS BY SILVER LINE BUILDING PRODUCTS CORP - FLORIDA BUILDING APPROVAL FL14911.5. 3. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6. 4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. - FLORIDA BUILDING APPROVAL #FL17206.1. 5. ROOF UNDERLAYMENT BY GAF - FLORIDA PRODUCT APPROVAL #FL18686.1 6. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL #F L 10674.1. 7. SHINGLES BY GAF - FLORIDA PRODUCT APPROVAL #FL10124.1 8. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS - FLORIDA BUILDING APPROVAL #FL17667.1. 9. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)- FLORIDA BUILDING APPROVAL #FL17588.1. 10. OX PAPERBOARD MICHIGAN, LLC THERMO-PLY SHEATHING - FLORIDA BUILDING APPROVAL #FL16391.1. 11. TUFF SHED, INC DOORS - FLORIDA BUILDING APPROVAL #FL22202.1, #FL22202.2, #FL22202.3, #FL22202.4 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 - 6-8 1/4" (80 1/4") Order #. TUFF SHED Customer: _ Storage Buildings & Garages Site Address: nm UFF SHED, MFG. FACILITIES Building Size:WIDTH-LENGTH-HEIGHT - SQ. Fr.ARE UNINHABITED UTILITY SHED SR600, OVERHANG OPTIONS CD W J UP TO 12' WIDE x UP TO 24' LONG TR700, PR 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 4 SEE SHEET 3 FOR STEEL FLOOR WITH ANCHOR DETAIL OR FOUNDATION DETAIL UP TO 12' WIDE 0 BUILDING SECTION SCALE: N.T.S. DOUBT E 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 I N 7835 DESIGN ARE THE PROPERTY RICHARD J. WILLS, P.E. Drawn By: PK OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A 1777 S. HARRISON STREET Date: 3/12/19 BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. DENVER, COLORADO 80210 Checked By: ANY OTHER USE IS FORBIDDEN BY BOTH TUFF Date: o R i o P• SHED AND THE ENGINEER OF IRECORD Scale: N.T.S. RAFTER FLORIDA APPROVED OWENS CORNING OAKRIDGE 30 YEAR SHINGLES - FL10674-R10 SEE THE TRUSS SIMPSON H2.5A PL CONNECTION INSIDE AT EACH F DETAIL - DETAIL 2 WALL TOP I 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 "OUBLE TOP PLATE RIPPLES (IF REQ.) TOE NAIL WITH (3) 6d NAILS, (2) ONE ;IDE, (1) OTHER ;IDE OTRUSS TO WALL CONNECTION DETAIL EADERS FOR OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2 DPENINGS 4'-1" TO 6'-0" USE (2) 2x6 SPF #2 DPENINGS 6-1" TO 8'-0" USE (2) 2x8 SPF12 NG STUD RIMMER 1 1-1 FOR OPENINGS UP 3B DOOR H FOR SID SCALE: N,T.S, TUFF SHED, INC. ENGINEERING DEPARTMENT `�� 'M :• I N 7835 RICHARD J. WILLS, P.E. = e 1777 S. HARRISON STREET o's DENVER, COLORADO 80210 ��o:_•• sTn,TE of (303) 753-8833 EXT. 96315 iii �C '•� SSS,,:. o R i o P• � . L SCALE: N.T.S. KING STUD CRIPPLE STUD HEADERS FOR: TRIMMER STUD 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 4 HEADER DETAIL FOR END WALLS SCALE: N.T.S. TITLE DRAWING NO. BUILDING SECTIONS FL -PR -SR -TR -01 HEADER FRAMING DETAILS REV. LEVEL 01 FBC, 6th EDITION (2017) SHEET 1 155C PAGE 1 OF 4 TUFF S}{ED Storage Buildings & Garages Tht UFF SHED, MFG. FACILITIES Order #. Customer: Site Address: P.O. # Drawn By: PK Date: 3/12/19 Checked By: — Building Size.WIDTH-LENGTH -HEIGHT -SQ. FI. AREA Date: Scale: N.T.S. 3/8 SMART SIDE NAILING REQUIREMENTS USE THESE NAILING TABLES FOR THE SR600, TR700 AND PR DRAWINGS SIDE WALL EDGE NAILING REQUIREMENTS MARK MAX. WALLS END SIDE COMB. MIN TOTAL BEING WALL WALL OPENING COMBINED USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHEAR WALL NU UFhNINGS ALONG THE WALL EDGE NAILING 6' 6' 6'-18' 8d NAILS @ 6" O.C. 0' 6'-18' 8' 8'-24' 8d NAILS @ 6" O.C. 0' 8'-24' 10' 10'-24' 8d NAILS @ 6" O.C. 0' 10'-24' 12' 12'-24' 8d NAILS @ 6" O.C. 0' 12'-24' ■ MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■ MIN 2'-0" WALL SEGMENT 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 3J8" 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 T DOOR IN THE END WALL WILL NEED TO BE OFF SET. THERE WILL BE A 2' PANEL ON ONE SIDE AND A 1' PANEL ON THE OTHER SIDE OF THE DOOR. 7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATH ON BOTH SIDES. A 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. 6' END WALL EDGE NAILING REQUIREMENTS MARK SEE NOTE 3 6' 10' 8d NAILS @ 3" O.C. (BS) 3' WALLS BEING END WALL SIDE WALL 8d NAILS 4" O.C. MAX. MIN TOTAL USED WIDTH LENGTH EDGE NAILING COMB. OPENING COMBINED SHEAR WALL 8' NO OPENINGS ALONG THE WALL 3' 5' 8' ' 6' 6' 8d NAILS @ 3" O.C. SEE NOTE 3 8' * 6' 8'-9' 8d NAILS @ 3" O.C. (BS) SEE NOTE 3 8' 6' 10'-14' 8d NAILS @ 3" O.C. 0' 6' 10' 6 16'-18' 8d NAILS @ 4" O.C. (BS) 0. 6' 8d NAILS @ 4" O.C. 8' 8'-12' 8d NAILS @ 6" O.C. U 8' 3' 8' 14'-18' 8d NAILS @ 4" O.C. 0' 8' 7' 8' 20'-22' 8d NAILS @ 3" O.C. 0' 8' 10' 8' 24' 8d NAILS @ 4" O.C. (BS) 0' 8' 18'-24' 10' 10'-14' 8d NAILS @ 6" O.C. 0' 10' 18d NAILS 3" O.C. 10' 16'-20' 8d NAILS @ 4" O.C. 0' 10' 6' 10' 22'-24' 8d NAILS @ 3" O.C. 0' 10' 8' 12' 12'-16' 8d NAILS @ 6" O.C. 0' 12' 12' 12' 18'-24' 8d NAILS @ 4" O.C. 0' 12' ■ MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■MIN 9•-n" Wei i cFrrenr-tiT 6' 8d NAILS @ 6" O.C. 3' SEE NOTE 3 6' 10' 8d NAILS @ 3" O.C. (BS) 3' 2' (RE: NOTE 6 8' 8'-10' 8d NAILS 4" O.C. 3' 5' 8' 12'-14' 8d NAILS @ 3" O.C. 3' 5' 8' 16'-24' 8d NAILS @ 3" O.C. (BS) 3' 5' 8' 1 8' 8d NAILS @ 4" O.C. 4' 4' 8' 10' 8d NAILS @ 3" O.C. 4' 4' 8' 12'-22' 8d NAILS @ 3" O.C. (BS) 41 4' 10' 10' 8d NAILS 6" O.C. 3' 7' 10' 12'-14' 8d NAILS @ 4" O.C. 3' 7' 10' 1 16'-18' 8d NAILS @ 3" O.C. 3' 7' 10' 20'-24' 8d NAILS 4" O.C. BS 3' 7' 10' 10-12' 8d NAILS @ 4" O.C. 4' 6' 10' 14'-16' 8d NAILS P3" O.C. 4' 6' 10' 18'-24' 18d NAILS 4" O.C. BS 4' 6' 10' 10' 18d NAILS 3" O.C. 6' 10' 12'-22' 18d NAILS @ 3" O.C. (BS) 6' 4' 12' 12'-16' 8d NAILS @ 4" O.C. 4' 8' 12'18'-20' 8d NAIL 3' 4' 8' 12' 22'-24' 8d NAILS a 3" O.C.(BLS)_4' 8' 12' 12'6' 6' 14'-16' 6' 6' gi 18'-24' 8d NAILS @ 4" O.C. (BS) 6' 6' 12'-20' 8d NAILS 3" O.C. BS 8' 4' 11 I I I JfJ TUFF SHED, INC. ENGINEERING DEPARTMENT 0. 76835 RICHARD J. WILLS, P.E. a 1777 S. HARRISON STREET — DENVER, COLORADO 80210 srTE of (303) 753-8833 EXT. 96315 �i �,c • c< R p �j��/dddd►II111\1�1� � TITLE DOOR DETAILS NAILING REQUIREMENTS FBC, 6th EDITION (2017) 155C DRAWING NO. FL -PR -SR -TR -01 REV. LEVEL 01 SHEET n PAGE 2 OF 4 #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 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 ST 600S137-054 - 16 GAUGE S @ 24" O.C. (SUPPLIER: ALLIED STUDC �� - STUD S-rEEL SI BASE 4" CONCRETE PAD (MIN) OSIDEWALL BRACKET DETAI SCALE: N.T.S. KWIK BOLT ANCHORS (INTO CONCRETE E: DETAIL 3 SHEET 3 3/8" NYLON EEL TRACKS G140 ZINC COATED QTY LOCK MUT TEEL JOISTS G140 ZINC COATED • z B/iSEPLATE 8 114 0 (JOIST: 600S137-054 /TRACK.- 6" I O 600T125-054) ICC ER -4943P. i 2. 3/4" APA OR TECO RATED T ONGUE AND GROOVE FLOOR 10 10' DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. 6 3. FASTEN FLOOR DECKING T O JOIST & TRACKS USING 8 12' #8 x 1-5/8" ZINC PLATED SC REWS @ 12" O.C. 6 12' NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR 8 JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. 4. FASTEN SOLE PLATE THRO UGH FLOOR DECKING INTO JOISTS OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING i SCREWS. REFERENCE SPA CING CHART. i 5. ALLOWABLE FLOOR LIVE L CAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORT ED. 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 SP ACED @ 8'-0" O.C. MAXIMUM. BLOCKS UNDER TRACK SP ACED @ 4'-0" O.C. MAXIMUM. S-rEEL SI BASE 4" CONCRETE PAD (MIN) OSIDEWALL BRACKET DETAI SCALE: N.T.S. KWIK BOLT ANCHORS (INTO CONCRETE E: DETAIL 3 SHEET 3 3/8" NYLON LENGTH QTY LOCK MUT 6'-10' 6 z B/iSEPLATE 12'-18' 8 114 r- FLOOR PLY 6" I O 16'-20' S-rEEL SI BASE 4" CONCRETE PAD (MIN) OSIDEWALL BRACKET DETAI 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 NOTES: 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS 2. PROVIDE (1) ANCHOR AT EA. CORNER OF THE BUILDING. THE REMAINING ANCHORS EQUALLY SPACED ALONG THE LENGTH OF THE BUILDING. (1/2 THE REMAINING ANCHORS ON EA. LENGTH SIDE EQUALLY SPACED). I MI LJ CONCRETE FOUNDA J SCALE: N.T.S. -V Order #. Customer: Site Address: TRIM 2X4X2' # OF ANCHORS SIDING BLOCK 4 ANCHORS 8' 8'-24' 4 ANCHORS ATTACH BRACKET TO 10'-24' 6 ANCHORS STUD THRU HOLE IN 12'-24' 6 ANCHORS ANCHOR PLATE WITH z 3/8"0 x 4" CARRIAGE BOLT AND LOCKNUT `rCORNER 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 -O R- OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-B • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS WITH THE MAXIMUM LOAD OF 5,080 LBS STUD 0 U) STUD } I END WALL AUGER ANCHORS Order #. Customer: Site Address: WIDTH I LENGTH # OF ANCHORS 6' 6'-18' 4 ANCHORS 8' 8'-24' 4 ANCHORS 10' 10'-24' 6 ANCHORS 12' 12'-24' 6 ANCHORS SIDING 4-ANUMUK6 HKOVIDE (1) AT EA. CORNER OF THE BUILDING. 6 -ANCHORS PROVIDE (1) AT EA. TRIM CORNERS OF THE BUILDING AND (1) AT THE CENTER OF EA. SIDE WALL. ANCHOR BRACKET TO BE FLUSH WITH ®AUGER ANCHOR DETAIL EDGE of TRIM SCALE: N.T.S. UNHEATED SPACE ANCHOR BOLT & P.T. SILL PLATE PER NOTES BELOW #4 CONTINUOUS L 1 3/4' TOP & BOTTOM U >- FINISH CONCRETE FLOOR ch GRADE z- - --- �r -a ,- -- a- .d. ILLIL 3" CLR. v TYP~ Cl) TUFF SHED Storage Buildings & Garages TUFF SHED, MFG. FACILITIES Order #. Customer: Site Address: _ P.O. # — Drawn By: PK _ Date: 3/12/19 — Checked By: �+ Building Size:WIDTH-LENGTH -HEIGHT -SO. F1'. AREA Date: Scale: N.T.S. THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD "' CSLAB REINFORCEMENT PER NOTES BELOW THICKENED SLAB TUFF SHED, INC. ENGINEERING DEPARTMENT RICHARD J. WILLS, P.E. 1777 S. HARRISON STREET _ DENVER, COLORADO 80210 -o' (303) 753-8833 EXT. 96315 9 k x../ Vv' ,76835 ° TATV OF //111111 I111�� 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. TITLE DRAWING NO. DETAILS I FL -PR -SR -TR -01 I REV. LEVEL 01 1 ((� FBC, 6th EDITION (2017) SHEET 3 \ 155C PAGE 3 OF 4 3X4 20 PLATES T-0" I 1 EACH SIDE 3:1 71811 _zz12 4 7 to 0 6'-0" LO N 3X4 20 PLATES LO 1 EACH SIDE 4'_2 12 Q 4 Co 00 L0 N 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) ANSI/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 00 Cl) 00 LO N N r � 5'-0" / 18.0° 00 10'-0" 0 N — 3X4 20 GA PLATE 1 EACH SIDE S`3 1/16, 6' SPAN REACTIONS: 12 MAX. VERTICAL: 180 LBS. �4 MAX. UPLIFT: -160 LBS. 3X4 20 GA PLATES 6'-0" 1 EACH SIDE 6,3 1116, 12 Q 4 o' a 3X6 20 GA PLATES 1 EACH SIDE e 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: 300 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. WIND: ASCE 7-10,155 mph, Exposure C, D.O.L.=1.60 PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO ICC -ES #ESR -1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. TUFF S Storage Buildings & Garages TUFF SHED, MFG. FACILITIES 8524 EAST COLONIAL DRIVE ORLANDO, FL 32817 (888)788 -TUFF 3101-520 Order #. _ Customer: Site Address: P.O. # THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED.Checked ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD Drawn By: PK Date: 3/12/19 By: t — Building SIZe:WIDTH-LENGTH- HEIGHT -SQ. FT. AREA Date: 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 No.7 5 � '0 TA E OF NAL ��, 11111/11 it n 1i11\��\\ 8' SPAN REACTIONS: MAX. VERTICAL: 240 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: 390 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. TITLE DRAWING NO. TRUSS DETAILS FL -PR -SR -TR -01 REV. LEVEL 01 FBC, 6th EDITION (2017) SHEET 4 155C PAGE 4 OF 4