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755 Redfin Dr ACC19-0084 Shed ro...wisor, ACCESSORY PERMIT PERMIT NUMBER ,=)' °� CITY OF ATLANTIC BEACH ACC19-0084 o x ISSUED: 11/5/2019 800 SEMINOLE ROAD ",';i.`• ATLANTIC BEACH. FL 32233 EXPIRES: 5/3/2020 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: 755 REDFIN DR ACCESSORY SINGLE OR TWO 10' x 12' SHED $4831.00 FAMILY ACCESSORY TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171280 0000 ROYAL PALMS UNIT 02 COMPANY: ADDRESS: CITY: STATE: ZIP: TUFF SHED INC 1116 Blanding Boulevard Orange Park FL 32065 OWNER: ADDRESS: CITY: STATE: ZIP: ROGERS JENNIE 755 REDFIN DR ATLANTIC BEACH FL 32233-3901 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(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. Issued Date: 11/5/2019 1 of 2 tA ir51.,: -j' ACCESSORY PERMIT PERMIT NUMBER rt s, CITY OF ATLANTIC BEACH ACC19-0084 ` ISSUED: 11/5/2019 800 SEMINOLE ROAD EXPIRES: 5/3/2020 x 0. r. ATLANTIC BEACH. FL 32233 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. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $75.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50 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:$241.50 Issued Date: 11/5/2019 2 of 2 / L� City of Atlantic Beach APPLICATION NUMBER }' r Building Department (To be assigned by the Building Department.) .j 800 Seminole Road ,�-- �� Atlantic Beach, Florida 32233-5445 � - 0084 Phone(904)247-5826 • Fax(904)247-5845 7111! E-mail: building-dept@coab.us Date routed: I of G 7 - jl t 9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /5., Rii IV 2 Department review required Y7/No uildina__ Applicant: ` U F F k .C__ ,_ianninq &Zoning Tree Administrator Project: 1 C X ( Z. / S HE---: Pu_sl cyMoi -- ilpublic Utilitie _ 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. INIDenied. ❑Not applicable (Circle one.) Comments: BUILDIN PLANNING &ZONING Reviewed by: Date: /0-3/10. TREE ADMIN. Second.Review: A roved as revised.. ❑De d. ❑Not applicable. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date://"y`/9' FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 t OFFICE COPY .-tai, Revision Request/Correction to Comments **ALL INFORMATION P, HIGHLIGHTED IN n City of Atlantic Beach Building Department GRAY IS REQUIRED. ulrijr 800 Seminole Rd, Atlantic Beach, FL 32233 /� �/C/ It 9.'''' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: i\CC l� —DUN 1 Revision to Issued Permit OR ❑ Corrections to Comments Date: ) I 1 I / 19" Project Address: S'S" Ze.-QE)rl ir {" Contractor/Contact Name: ML. �� S 1'•--e...9k. / lA.A. to }-4) � G.1(-1 S Contact Phone:0pN-)(,, 1a—Loj �-1'(p Email: r1rY.hl %lc SL�) 1.0 Contact Des tion of Proposed Revision/Corrections: ICT' i i1 " Q a. ' -"' --?" '7- YI ,_-.,, N ctrn e_ i' y ifteck.L.L...44- vut_kc,(2,4_S 4 0 loe_ -c-;1 te; ►r 1 w\41. _ affirm the revision/correction to comments is inclusive of the proposed changes. (printe• nam-A • W) proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? ,Vo ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: t(Sc)ti-- S (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ •--C Revision/Plan Review Comments a • •_- ent Review Required: Building /71 Planning : Zoning Reviewed By Tree Administrator Public Works Public Utilities / 1— 1' L a/ Public Safety Date Fire Services Updated 10/17/18 OFFICE COPY CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 't();119‘1" BUILDING REVIEW COMMENTS Date: 10/31/2019 Permit#: ACC19-0084 Site Address: 755 REDFIN DR Review Status: Denied _ RE#: 171280 0000 Applicant:TUFF SHED INC Property Owner: ROGERS JENNIE Email: licenses@tuffshed.com Email: JENNIEROGERSJ@YAHOO.COM Phone: 9042729586 Phone: 9046623131 9045719433 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Coalmen • L The engi -- s Name and Phone# needs to be written in the space on the Permit Applicatio cument. Pres- - y Tuff Shed is written in that space. Return to the Building Department to complete the a, lilication. The Permit Application is a legal document and all space need to be filled out where pplicable. Building /7)1 21. 4(- /9 Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left r;i.:L�;y�, City of Atlantic Beach APPLICATION NUMBER 9 Building Department (To be assigned by the Building Department.) 8• tla SeminolecRoad n at _ 084 Atlantic Beach, Florida 32233-5445 `. (�� Phone(904)247-5826 • Fax(904)247-5845 / E-mail: building-dept@coab.us Date routed: I O( Z-E5/L City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: .75S REi IV Department review required Yes No CBuildiny_ Applicant: l L r Zoning Tree Administrator Project: O ( k l Z / (4 c Public Works=-_, (—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: -proved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: / cl 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 01-At City of Atlantic BeachAPPLICATION NUMBER tit +11 ) Building Department (To be assigned by the Building Department.) ' 800 Seminole Road nn ��/''� ,� , Atlantic Beach, Florida 32233-5445 n �� V l J`�� Phone(904)247-5826 • Fax(904)27s43�� 2 9 2019 / on t.) "- E-mail: building-dept@coab.us it Date routed: ( o!/�QVl L City web-site: http://www.coab.us 13Y: _ APPLICATION REVIEW AND TRACKING FORM Property Address: /J5 Ri- i-_.--_ � I IV2 Department review required Yes No Cbuildin 5 Applicant: ` U F (_ k.cTh t ning&Zoning Tree Administrator Project: 1 X 1 Z (-{ --DPul5lic o --_ t; 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: roved. I 'Denied. I 'Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b : / ,;//,i / _ . Date: /7—/�Q 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: Reviewed by: Date: Revised 05/19/2017 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 9 02- 1 Application#: /46 9 - J6 Project Address: 7-CS- / -2GC ✓� Li) V . CONDITIONS OF APPROVAL TO PRINT ON PERMIT Check Box to Select Driveway All concrete driveway aprons must be 5"thick,4000 psi, with fibermesh from edge of pavement Apron to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. 0 (Commercial driveways-6"thick). Erosion Full erosion control measures must be installed and approved prior to beginning any earth Control disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment 0 Control Inspection prior to start of construction. Onsite All runoff must remain on-site during construction. Runoff Post Const. If on-site storage is required, a post construction topographic survey documenting proper TOPO construction will be required. All water runoff must go to retention area and retention overflow 0 Survey must run to street. Pool Pool-Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage ❑ Wellpoint feature (swale, structure or lagoon). Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Roll off Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Container Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City ROW. ROW J Restoration Full right-of-way restoration, including sod, is required. L1 Utility Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid ❑ Road Cut 10' in each direction from the center of the cut. Repair must be shown on the plans. Construction Provide construction site management plan, including location of silt fence, dumpster, portable ❑ Site Mgmt. toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Runoff All runoff must remain on-site. Cannot raise lot elevation. Document Strongly suggest thorough documentation of impervious areas be recorded. 0 Impervious Slab Slab and driveway to be fully removed. 0 Driveway Maximum Maximum driveway width within the City right-of-way is 20'. 0 Driveway Circular Maximum circular driveway width within the City right-of-way is 12'. 0 Driveway Grass Full site to be grassed. 0 TOPO Must provide a topographic (TOPO) survey with water retention for final CO Inspection. ❑ Survey Revision Any plan change must be submitted as a Revision to the Building Department. 0 Fencing All old fencing and debris must be removed from job site by Contractor. 0 Removed Decking All old decking and debris must be removed from job site by Contractor. 0 Removed Infra- Any damage done to infrastructure must be repaired by Contractor. 0 structure Revised 2/26/19 - .AP City of Atlantic Beach APPLICATION NUMBER dt �� Building Department (To be assigned by the Building Department.) '4,--4.-� 800 Seminole Road -57,. .2-, Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 0/ /I �;; q% E-mail: building-dept@coab.us ( 0--C1 9 — 0084 Date routed: 124E5/19 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /J 5 REvi iv 2 D pariment review required Yes No ^BuiIdina_.D Applicant: l U r F S kc S__ Manning &Zoning Tree Administrator Project: 1 Cr) ( X ( z f S (-{ —b Public o Public Utilitie 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: APPLI ION STATUS Reviewing Department First Review: I Approved. ['Denied. I INot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: — Z9—f TREE ADMIN. Second Review: ❑ I Not applicable as revis d. Denied. • PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. I 'Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 �. ,r . X4 r � aH ti > 4> a. . poF . v .` se �ts,. rvk.,,y6y;'` 0,. 6C1 lVijQ 1v r, i may= 4 .,...• • , ,+. : ,. SVS r 1V 31V1213M3S r k 'Y I I • `J I tlNIVW 2I3M3S 3A..B x . 4 — _ —_... RAF�e ka; 'ti g '''''''I''' *". 'Isi:',..:.':*,,l' t ,`()�F 0£L • x_- Building Permit Application CoW'7 QFFICE 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 f� Job Address: —ISS �tcl � Cl i-Dr • Permit Number:pt—\QCL — 0D84 Legal Description 30`)9- )7_�5'��I �oy a Ipp a1MS * a LO- ? 'Ik-$RE# Valuation of Work(Replacement Cost)$ '- VS\ — Heated/Cooled SF Non-Heated/Cooled ) 2 O Sf.. • Class of Work(Circle one)4020 Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial OesidentiaT� REcEivED • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: t s1•.24 OCT 2 8 2019 Florida Product Approval# for multiple product usepproduct approval form Property Owner Information �+ Ullding Department Name: Jre- -7/c-:<� rcoy e,� Address: —75 S /�C-'(Y4-<7 YYj�f Atlantic reach, FL City a/ e2' -cc-'-) State ,'/ Zip -3 z"5 •3 Phone 9c —662- 37' E-Mail 3 t,rvn.► t'r05erS U-...—wo.Cory Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: "�Z /f r `15 'C12 Qualifying Agent:--rd pel S.,u_(€.4—\ Address 1'1'11 S. ttc,rC'iscry..,F{'t l.� City ,I�Q,rwa2,- States Zip cZo?r-I b Office Phone e bt..17) (v t a—lo ) L. Job Site/Contact Number C 9.0 4) (Q ) — (p (,q-u. re State Certification/Registration# �1jC 17iS3 S- E-Mail n l1'l j` rl S }-tx��. L-e .col Architect Name&Phone#--'[k .-�r Sly Q ! Engineer's Name&Phone# -� �_.__'• Cj 1-tk LOW (3a3\] '399 %'3 Workers Compensation 1.6 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 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. .r. 4%61.P (Signature of Owner or Agent) (Signatur- .f Contractor) (including contractor) Signed and sworn to(or affirmed)before me this je' day of Signed and sworn to(or affir .- ore me this 11 day of c C4 L.✓, 2.O 1 7, by er '. ° June , 2018 , by Tom Saurey 40 111,) (Signature of Notary) (Sign tyre oft•► —� -.a.�__.•., MERL'_ EVY [ ,]'Personally Known OR NOTARY PUBLIC ProdtA 6EUAJEgD'tion [ ]Produced Identification STATE OF COLORADO 11- ea$0416f IQt4#63G ' :* � ��68G•� lat�1�5 iiL•eAce- Type of Identification: N/A NOTARY ID 20174023626 EXPIRES:September 16,2023 .F •oP: MY COMMISSION EXPIRES JUNE 6,2021 °F, ,• Bonded Tim Notary Public Underwriters rnTUFFSHED. OFFICE COPY 1777 S.Harrison St.,Ste 600 Denver,CO 80210 www.tuffshed.com LIMITED POWER OF ATTORNEY Date: 06/ /2019 I hereby name and appoint: Mindy Higgins an agent of: Tuff Shed, Inc. (Name of Company) to be my lawful attorney-in-fact to act for to apply for, receipt for, sign for and do all things necessary to this appointment for(check only one option): I V 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: 06/30/2020 License Holder Name: Tom Saurey 'Tuff Shed, Inc.) State License `� Number: RLQA003753 I I 1 Signature of License Holder: irk."`k State of Colorado County of Denver The foregoing instrument was acknowledged before me this 13 day of June , 2019, by Tom Saurey who is personally known to me and who did not take an oath. ' l, ' , A. IA Merle Levy Signature of No� j Print or type Notary Name MERLE LEVY �� Notary Public— State of COLORADO NOTARY PUBLIC Commission No. 20174023626 STATE ID 201740236/ My Commission Expires: 06/06/2021 COLORADO NOTARY ID 20174023626 M COMMISSION EXPIRES JUNE 6,2021 ____ .____ __ , ,s_i r ,yl, TREE & VEGETATION AFFIDAVIT ,� Jr: " \ City of Atlantic Beach 3FFICE COPY )„...., J .... Department of Community Development Planning&Zoning Division ,t,;-- �:IV'.(2-'' 800 Seminole Road Atlantic Beach,FL 32233 (P) 904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION Owner(s) r Legal Authorized Agent* NAME OF APPLICANT �C C1(__\; 1 NAME OF COMPANY 1 1..k.. S\ „rQ ,�c\ Q ADDRESS OF COMPANY )"Y S' rI Seg„ Sk 1 CJC fes„ ._I C -4C) PHONE (C1i,c,l a__(o1'ELL EMAIL CONTRACTOR CERTIFICATION NUMBER 1 a_S3 c. 1 ATLBCH BUSINESS TAX RECEIPT NUMBER M SECTION II-SITE INFORMATION p STREET ADDRESS OF PROPERTY '1 S S `�C 4. l,-1 cif---. If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION 30-9 9. 1-1.- �S.- -cl, R ,i ? 10A Ltnit a isi K c, . us-0 LOT 1 BLOCK g SUBDIVISION ?anal ?i,`INVS REAL ESTATE NUMBER 11 I �js-D-boo° LOT OR PARCEL SIZE: 1 ti c SQ FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) 1 affirm that 1 have iionp , " igt " co Ordinances for the Cityrevof AtlanticewedtheprovisBeach, FLs and/orofCha1 haveter23participatedProtection in aof Trees pre-applicatandNationve meeVetingeationwith theof Adthe mMuniinistratoripal oCf thosedeof regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation will be damaged destroyed and/or removed from the adove-descrioea or adjacent properties in conjunction with this project. SIGNATURE 9F OWNER SIGNATURE OF OWNER Signed and sworn before me on this day of C�Ci„l c.; , �`;I-I ,by State of FLc 2iQ County of i)V✓,4L Identification verified: '-- Dxi'F S r iea:SF - Oath sworn: r- Yes 1-7, 10 ...t,'W.:.,„ TANGELAJEUDY �o ary Signature " MYCOMMI- •` C' • '.,.%�.•d EXPIRES:September 16,2023 REv 1I' My Commission expires: /)q2`,, '•'•¢oF ' ' Bonded ThruNotary Public Undetwiiters I ' I .; c- i' ;, . or tr '%1%. .. 44. n co I CA .?A t ' )14 C' ' \ 'Z ' 1 1 ``\ ' k 1 , , ‘ , --, << , ,< <\ „ kt ik -,_ ),., Q � i k - ----i ,„ . - 7, , -1- , , , , --- ,,,- , , ...,, ,, -..,, , ,,..„ , , , , \ („, ' , 1 , , , , 1 . , Q, .,, i --, , , , a \ 1 • _O O O U - MAP SHOWING BOUNDARY SURVEY OF I LOT 7, BLOCK B, ROYAL PALMS UNIT TWO. AS RECORDED IN PLAT BOOK 30, { PAGES 94 & 94—A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA- RCE:RTIFIED TO: EBECCA HAS{EL 1-1'61- ..., ei:CeS BANK OF ENGLAND d/b/a ENG LENDING 7 J �L'G4, ><`(1 PONTE VEDRA TITLE, LLC/HAtHA4 AY & REYNOLDS, PA _CHICAGO TITLE INSURANCE COMPANY i . li — • LOT 15 ) LOT 16 LOT 17 BLOCK 8 ! BLOCK 8 BLOCK 8 s 85'37'227' E 80.65' (PLAT) (0 S 85'34'03" E 80.66' (CALCULATED) it i Y E SEid'ENT FOR, 3r4•--^- 74.55(MON TO nes) -r_. 0...- = mile..,AL Fro�S 2c-1" 7 a LOT 7 a5 i ihCr� 1UcfjZ 5-T . }clAed )DBLOCK 8 i t rr�� 2D.G —11.1 f ��♦✓I ICI MD certam Q t, ENTRY • - ::..v =u 5 o ONE STORY U `i —ca MASONRY r Q< 0€3 Y POSTED #755e:a'' V a • ti• t x.115 P e s COVERED 0)e 5E3 E.G Q:TRY ~O La $ tv t _ iv wow 2.O n n 3DC mi. -^'0-�'Ml Irl Tie; - 41 MO' - r cilGl BLOCK B . , 1 �,- I,t` `�' �+ = LOT b -•1 o BLOCK 8 !tJ 1 ``^ • o I Z 1.- us _•'z. cv I.' y o t ':•c':• t I. . In en 16 CJiD.fi=r r ` �t v 'i niumw t 4 CO 44'. n.•-4 • • E.i f M { cry NN. z 3• •j • st" - .,g•1 � .- 4' 'v [}o " U1 !n to 3.31 55'f�.�T) .S .• `� dii CCP-N:? N 85'23'38" w 80.67' (MEASURED) PLIC WORKS N 55.37'27" 80.65' (PLAT) { APPROVED APPROVED REDFINyB DRIVE { } DENIED {6G'FMIT OF Y:AY) { } NOT APPLICABLE TO DEPT LEGEND: // 1 7 • ST XPEZ.1 r ;F 14 Pc nen'CP aURvaTu3E 11,4 Q .. Frvh2 :J2.^c•':.'ti R74.: PT R PTINT C TANIMCY I- irraTT.:AIit� PRC a PONT GF REVERSE(exp 0 r-a-as:4-OIM) CtStvATVRE H=4-.4-C.'I t u.. L•W T PLC -. PONT Qt CDUP.AM I I 1 . 1 I 1 ,--,_. - - ..�._.....w.,_ I I REVISIONS OFFICE COPY Tuff Shed, Inc. Customer Name: eo_rs State of Florida License#CBC1253645 Address. , .7 ,g- 3' / ,/ r', 12-,,,_e_. Product Approval Cover Sheet Permit# 17 C LL e? —o oz y 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 Model#/ 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 FL20743.1-R1 NO Fixed Transom Innovations Inc. Transom FL17667 NO Roof underlayment Woodland industries 151b Felt FL17206.1-R4 YES Asphalt Shingles Owens Corning Oakridge FL10674.1-R13 NO Door (Double) Tuff Shed, Inc. Premier- Double Door FL22202.1-R1 YES _ Door(Single) Tuff Shed, Inc. -Premier- Single Door FL22202.2-R1 _ YES Door (Double) Tuff Shed, Inc. 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 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 Crimp FL5218:2-R2 NO Metal Roofing Thompson Arch Metal Company TN Rib FL5218.1-R2 NO Flood Vents Flood Solutions LLC Foundation FL17588 NO NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of c k o.c ,d y County of T'' L,,,v c,k_ To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: 30 —1'4 11 a S — aE G 0ic,� Qc. M5 L vi\ a L_p+ 1 f 1 i t Address of property being improved: -755- iE ev,4 A, 0 7 4//q�//c SQ4.c4 :e 3 7z�- General description of improvements: JO xi2 5',4 F.:7'' Owner f��s'/<-3 (eC "1r -s' Address .-75-5- iQ Q ,4„ 4) r "41/4 h4 c KFac/ l 3 223 Owner's interest in site of the improvement 0 w r%-e--(-- Fee Simple Titleholder(if other than owner) 1�1 1 _A Name Address Contractor TC.i / Si%ED Address 1 ')'YS , k-4 r i Scw‘ Si4L00 U.1)1/42-ii Co �� al U Phone No. Cc,a t — (o l "4-(. , Fax No. Surety (if any) INJ -IAN Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address N 4 Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name N I A Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statute . (Fill in at Owner's option). Name 1N Address Phone No. Fax No. Expiration date of Notice of Commencement( e expiration date is one (1)year from the date of recording unless a different date is specified): 1 - "j 1 1, THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: DATE )0/All Before me this t' day of U( 1� .z in th County of Duval, -te of Flprida,has personally appeared `N �t vv�0t-, L 1�ice//�J herein by a "' himself/herself and affirms thaft"all statements and declarations herein �°- Doc#2019248133, OR BK 18982 Page 146-4, are true and accurate N, Number Pages: 1 v i S Recorded 10/28/2019 03:19 PM, ft RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL t COUNTY RECORDING $10.00 Notary Public at Large,State of LCC,,/11 , County of D1,'fr',16, My commission expires: 09/I/,/2u 23 Personally Known �! "'w'•. Produced Identification fzeg 0sf Z/�'C/'3 ( 'Ei' ;Y . '°.4 ��:� 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, ;>HEET 3) RISK CATEGORY: I COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 1) WIND PRESSURE (psi) (ASD VALUES) 50 PSF (Z )NE 2) (BASED ON 10 SQ FT) 74 PSF (ZONE 3) WALL: 34 PSF (Z )NE 4) 42 PSF (Z )NE 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 #FL9'190.6. 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 APPRChVAL #FL10674.1. 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 APPROV/ #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: PPTR - T-8 1/4" (92 1/4") TR/TRD800 - T-8 1/4" (92 1/4") UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG �. ,t� «, �«�s.::Lj PPTR TR/TRD800 �a �: �,DDIT��'�4AL FtEt Uir ��lii= �.,.'N.,Di1 n n OVERHANG OPTIONS ME, IN DOUBLE TOP PLATE CRIPPLES (IF REQ.) HEADERS FOR OPENINGS UP TO T-0" USE (2) 2x4 SPF #2 2x4 WINDOWSILL FLOOR DECKING BASE PLATE MAX D SEE SHEET 3 FOR STEEL FLOOR WITH ANCHOR DETAIL OR FOUNDATION DETAIL UP TO 12'-0" WIDE OBUILDING SECTION SCALE: N.T.S. FOR WINDOW OPENINGS UP TO T-0" WINDOW HEADER DETAIL 2 FOR SIDE WALLS SCALE: N.T S. TUFF SHED Order #. Customer: P.O. # REFER TO THE TRUSS DESIGN FOR SIZE, RUSS SPACING, PITCH OFFICE ItPBY:LUMBER COPY fTE. --TOE AND PLATE SIZE Site Address: N_A! WITH (3) COLLAR TIE REQUIRED ONLY AT TUFF SHED, MFG. FACILITIES 18d NAILS, (2) ONE 12' WIDE SHEDS, SEE TRUSS CALCULATIONS SIDE, (1) OTHER SIDE FLORIDA APPROVED OWENS RAFTER -SQ. FT. AREA Date: CORNING OAKRIDGE 30 YEAR Scale: N.T.S. SHINGLES - FL10674.1-R12 -OR- FLORIDA APPROVED THOMPSON ARCHITECTURAL METALS CO. SIMPSON H1 OR USP RT15 METAL ROOFING - FL5218.1-R2 FOR 6'-10' WIDE SEE THE TRUSS SIMPSON H2.5A OR USP RT7A CONNECTION FOR 12' WIDE DETAIL - DETAIL 4 SEE SHEET 3 FOR STEEL FLOOR WITH ANCHOR DETAIL OR FOUNDATION DETAIL UP TO 12'-0" WIDE OBUILDING SECTION SCALE: N.T.S. FOR WINDOW OPENINGS UP TO T-0" WINDOW HEADER DETAIL 2 FOR SIDE WALLS SCALE: N.T S. TUFF SHED Order #. Customer: P.O. # Drawn By: PK Storage Buildings & Garages Date: 12/6/16 Site Address: TUFF SHED, MFG. FACILITIES Checked By: Building SIZe.WIDTH-LENGTH -HEIGHT -SQ. FT. AREA Date: Scale: N.T.S. DOUBLE TOP PLATE CRIPPLES (IF REQ.) HEADERS FOR OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2 OPENINGS 4'-1" TO 6-0" USE (2) 2x6 SPF #2 OPENINGS 6-1" TO 8'-0" USE (2) 2x8 SPF #2 KING STUD TRIMMER BASE PLATE FLOOR DECKING FOR OPENINGS UP TO 8'-0" 2B DOOR HEADER DETAIL FOR SIDE WALLS 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. WALL FRAMING TO BE 2 x 4 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 WALL TOP f 4 TRUSS TO WALL CONNECTION DETAIL SCALE: N.T.S. (3) 2X6 SPF#2 11 16d @ 12" O.0 HEADER ASSY KING STUDS (2) 16d @ 12" O.C. STAGGERED TRIMMER STUD - ON THE INSIDE 8d @ 12" O.C. TRIMMER STUD F OP N O TRIP' 2B FOR 1 SCALE: N.T.S. .+\ TUFF SHED, INC. ENGINEERING DEPARTMENT RICHARD J. WILLS, P.E. RWILLS@TUFFSHED.COM 1777 S. HARRISON STREET DENVER, COLORADO 80210 (303) 753-8833 EXT. 96315 1 GS UP TO 8'-0" ER DETAIL -"t/j/ • No.76835 ��•. S TE OF I /On....... Jl/li l l ll�� R UDS KING STUD CRIPPLE STUD HEADERS FOR: --J '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 3 HEADER DETAIL FOR END WALLS SCALE: N.T.S. TITLE I DRAWING NO. BUILDING SECTIONS I FL-PPTR-TR800-01 HEADER FRAMING DETAILS I REV. LEVEL 01 FBC, 6th EDITION (2017) I SHEET 155C PAGE 1 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 I. #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 STUD 1. STEEL SHED FOUNDATION: 60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED 60OS137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24" O.C. (SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 / TF:ACK: 600T125-054) ICC ER -4943P. 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. 3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING #8 x 1-5/8" ZINC PLATED SCREWS @ 12" O.C. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING SCREWS. REFERENCE SPACING CHART. 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS AS SHOWN. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16". BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM. BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM. 3/8"' NYLON 3/8" CARRIAGE LOCK NUT BOLT (GRADE 2) Z BASEPLATE FLOOR PLY OT17SWB -OR- I OT24SWB OR- OT24SWB N rm-, 1/2" HILTI KWIK BOLT TZ STAINLESS STEEL 304 EMBEDMENT DEPTH = 22" _ STEEL SHED MIN. EDGE DISTANCE = 6" BASE ANCHOR SPACING: RE: KWIK 4" CONCRETE BOLT ANCHORS TABLE, SHEET 3 PAC; (MIN) OSIDEWALL BRACKET DETjN1L 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 TRIM SIDING 2X4X12" ATTACH BRACKET TO BLOCK STUDS THRU HOLE IN ANCHOR PLATE WITH Z_ 3/8"0 x 4" CARRIAGE BOLT AND LOCKNUT STUDS \ 0 c� F v >- FINISH 1 MI ~ GRADE AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES • 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 • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS WITH THE MAXIMUM LOAD OF 4,725 LBS STUD END WALL SIDING AUGER ANCHORS Order #. Customer: Site Address: WIDTH LENGTH # OF ANCHORS 6' 6'-18' 4 ANCHORS 8' 8'-24' 4 ANCHORS 10' 10'-24' 6 ANCHORS 12' 12'-24' 6 ANCHORS '4_/-xNUr1UKJ rKUVIUt (])A I tA. CORNER OF THE BUILDING. 6 -ANCHORS PROVIDE (1) AT EA. TRIM CORNERS OF THE BUILDING AND (1) AT THE CENTER OF EA. SIDE WALL. i L ANCHOR BRACKET TO BE FLUSH WITH OAUGER ANCHOR DETAILEDGE of TRIM SCALE: N.T.S. NOTES: 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS 2. PROVIDE (1) ANCHOR AT EA. CORNER 3" CLR. OF THE BUILDING. THE REMAINING li ANCHORS EQUALLY SPACED ALONG THE U TYR LENGTH OF THE BUILDING. (1/2 THE M 8„ REMAINING ANCHORS ON EA. LENGTH SIDE EQUALLY SPACED). MIN. ®CONCRETE FOUNDATION SCALE: N.T.S. TUFF SHED Storage Buildings & Garages UFF SHED, MFG. FACILITIES nht Order #. Customer: Site Address: P.O. # Drawn By: PK Date: 12/6/16 Checked By: �+ Building SIZe.WIDTH-LENGTH - HEIGHT -SQ. FT. AREA i 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. UNHEATED SPACE CONTINUOUS FOOTING NOTES 1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL ANCHOR BOLT & BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB. P.T. SILL PLATESLAB LAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED PER NOTES BELOW FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. #4 CONTINUOUS 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING BEFORE POURING CONCRETE. TOP & BOTTOM 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL, OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL -CONCRETE FLOOR BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE. 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, Pc= 2500 PSI. 5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR --- — --- DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER. ° 6. SEISMIC DESIGN CATEGORY: A XY//\\/ 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 V OC. SLAB C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE REINF RCEMENT WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF EACH PIECE. A MINIMUM OF 4 BOLTS PE N TES BELOW ARE REQUIRED PER SIDE OF THE BUILDING. NOTE: FOR BUILDINGS 18' AND LONGER OR ANY BUILDING DESIGNED AS A TH KE ED SLAB 3 -SIDED DIAPHRAGM, ADD SIMPSON SSTB16 ANCHORS AND HDU2 HOLD DOWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. SHED,TUFF ENGINEERINDEPARTMENT ` ` RICHARD L WILLS, P.E. = 83 RWII.LS@TUFFSHED.COM 1777 S. HARRISON STREET = DENVER, COLORADO 80210 -:7, -d (303) 753-8833 EXT. 96315 %�� o e P .: z ///, IRA N' 110�```` TITLE DETAILS FBC, 6th EDITION (2017) 155C DRAWING NO. FL-PPTR-TR800-01 REV. LEVEL 01 SHEET 3 PAGE 3 OF 4 C° 3X4 20 PLATES 3X4 20 GA PLATES 1 EACH SIDE N 1 EACH SIDE 3'-0" c -o 5'-0" S.3 1/16„ 12 12 N Q 4 a 4 03 0 18.0° 0 6'-0" In - N 00 " 10'-0 N LO 00 3X4 20 GA PLATES 00 3X4 20 PLATES M 1 EACH SIDE 1 EACH SIDE 6'-0" C? 4'-0" _ 6,3 00 4',211 11/16„ 2 12 12 �4 r Q 4 - 3X6 20 GA } PLATES 1 EACH SIDE 00 8'-0" i LO 6'-0" m 12'-0" r 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), 2012 IBC 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 WIND: ASCE 7-10,155 mph, Exposure C, D.O.L.=1.60 PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ICC -ES #ESR -1082. 6' SP 4N REACTIONS: MAX. VERTICAL: 180 LBS. MAX. UPLIFT: -150 LBS. NOTE:: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 12FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. 8' SPAN REACTIONS: MAX. VERTICAL: 255 LBS. MAX. UPLIFT: -195 LBS. OFFICE COPY 3X4 20 GA PLATES 3X4 20 GA PLATES 60 Order #. I Customer: 1 EACH SIDE 3'-0" 1 EACH SIDE , N 5'-0" 0 S`4 TUFF SHED, MFG. FACILITIES 3`2 1 `S/16 1S 1 , / 6, Checked By: 12 12 �5 AREA �5 22.5° 22.5° Scale: N.T.S. 6'-0" - 10'-0„ r CO � i r N � N 3X4 20 GA 3X4 20 GA PLATES PLATES 1 EACH SIDE 6'-0" 1 EACH SIDE 4'-0" 31 6/16„ 6;6„ 12 - 12 �500 �5 22.5° N 6'-534" -0 `l• 3X6 20 GA PLATES 1 EACH SIDE N 12'-0" NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 14FT 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 16FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. TUFF SHED Order #. I Customer: P.O. # Drawn By: PK Storage Buildings & Garages Date: 12/6/16 TUFF SHED, MFG. FACILITIES Site Address: Checked By: Building SIZe.WIDTH-LENGTH-HEIGHT-SG.FT. 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. TUFF SHED, INC. ENGINEERING DEPARTMENT RICHARD L WILLS, P.E. RWILLS@TUFFSHED.COM 1777 S. HARRISON STREET DENVER, COLORADO 80210 (303) 753-8833 EXT. 96315 No. 7 835 j -'0 S AT OF -0 • P 12' SPAN REACTIONS: MAX. VERTICAL: 420 LBS. MAX. UPLIFT: -290 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 20FT UNLESS CEILING JOIST OR OTHEI TENSION TIE IS PROVIDED. MAXIMUM DEFLECTION (12 FT. SPAN) VERT LL: 0.06 in. VERT TL: 0.08 in. TITLE TRUSS DETAILS FBC, 6th EDITION (2017) 155C DRAWING NO. FL-PPTR-TR800-01 I REV. LEVEL 01 1 ISHEET A PAGE 4 OF 4