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405 Skate Rd ACC19-0077 Shed =______0:0—'7%)‘A.s, ACCESSORY PERMITPERMIT NUMBER ACC19-0077 CITY OF ATLANTIC BEACHISSUED: 10/22/2019 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 4/19/2020 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. a%.. JOB ADDRESS:' PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 405 SKATE RD ACCESSORY SINGLE OR TWO 10' x 12' SHED $4892.00 FAMILY ACCESSORY TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171530 0000 ROYAL PALMS UNIT 02A3.00 COMPANY: ADDRESS: CITY: STATE: ZIP: TUFF SHED INC 1116 Blanding Boulevard Orange Park FL 32065 OWNER: I ADDRESS: MIKE & AMY FRANQUI 405 SKATE RD ATLANTIC BEACH FL 32233-3821 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: 10/22/2019 1 of 2 rS� �L,,r%� ACCESSORY PERMIT PERMIT NUMBER . CITY OF ATLANTIC BEACH ACC19-0077 ;fi ISSUED: 10/22/2019 800 SEMINOLE ROAD =`'l3__ ATLANTIC BEACH, FL 32233 EXPIRES: 4/19/2020 3 PUBLIC WORKS 1 RIGHT OF WAY RESTORATION I INFORMATIONAL 1 Notes: Full right-of-way restoration,including sod,is required. 4 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All construction debris must be removed from job site by Contractor. 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: 10/22/2019 2 of 2 �1 a, City of Atlantic Beach APPLICATION NUMBERS )� Building Department (To be assigned by the Building Department.) 800 Seminole Road R�Q\. 1 +O�7 -' Atlantic Beach, Florida 32233-5445 \ ,N Phone(904)247 5826 • Fax(904)247 5845 AI �,ri;t �r E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 40 S K; ��E /Zi) Department review required Yes No wilding Applicant: I tJ E---F- S (—( CL;, I C)5lanninci&Zoning Tree Administrator Project: I CD X S t1 C Flic Works j (ublic 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 4Y 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 % O 105 3[i"V Reviewed by: Date: 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 (ic9 City of Atlantic Beach APPLICATION NUMBER ` Building Department (To be assigned by the Building Department.) 'fi -7 , 800 Seminole Road ��G _ O 67 7 0 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 gib 3 all 1 I I Ev E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 40 S K -\- l� Department review required Yes No (wilding Applicant: f V C--7 J= S F\ 'Q (DIanning_&Zoning) Tree Administrator Project: (D X I E 1 L u lic Works" j ublic 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: 9 -26- TREE t 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 DC7 'Y: . ,. City of Atlantic Beach SEP 2 4 2019 4 APPLICATION NUMBER (r.O.An-r v Building Department (To be assigned by the Building Department.) 800 Seminole Road BY. ��V OY7 7 �' Atlantic Beach, Florida 32233-5445 Phone(904)247-5826• Fax(904)247-5845 • 2 � s):-/ 75 y E-mail: building-dept@coab.us Date routed: 3 II City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 40 rj K TE i12F---) Department review required _ Yes No wilding Applicant: f v r F S G—{ CCj , N.) C__ 5lanninct&Zoning / Tree Administrator C� Project: l X 1 '7 S k L u clic Works j ublic 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. Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed .y: ,_ �/ _ Date: -- TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES /w PUBLIC SAFETY Reviewed by: LJ; �,L/ _ �` :r e: /� /J.jf FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 rSLyri City of Atlantic Beach APPLICATION NUMBER t cA Building Department (To be assigned by the Building Department.) 800 Seminole Road — 00-77 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826• Fax(904)247-5845 ;t? E-mail: building-dept@coab.us Date routed: di City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 40 Department review required Yes No Building Applicant: N.) C., c .lanninq&Zoning Tree Administrator Project: 1 (..) X 1 '7 S 6-t L clic Works _411'ublic.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. Denied. of applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: — ` Date: 3V /7 TREE ADMIN. Second Review: Approved as revised. ❑Denied. INot 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 1 �? Building Permit Application Updated 12/8/17 "` City of Atlantic Beach �r� 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 (� 405 S �o ct ...Li,et g22 rmit Number: A I t J�'7 7 Job Address: K1�T�= A A.tTr'c. LpT-,t 1 Legal Description 3i-16 t9-as-aqE IQoydl P'Len,s 1,10;r aA RIP04.4<Idy RE# /7IS30-O01D0 Valuation of Work(Replacement Cost)$ 4-gcjca Heated/Cooled SF 7 Non-Heated/Cooled ha0 • Class of Work(Circle one): New (dditior Alteration Repair Move Demo Pool Window/Door 5 01=0 • Use of existing/proposed structure(s)(Circle one): Commercial esidentiaD • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No • 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: W t d Svi QC5 W- 412- Florida Product Approval# for multiple products use product approval form Property Owner Information Name Mict-tarL A Fr2A1C At Address: 40S" J iE A� City City/A Lq,'riiCi3 ACA State FL- Zip 31233 Phone 0 ,F07 —3.;23 -7-5;23 E-Mail Y'iN kQ. c v`%e Is imA-i1• Caw. Owner or Agent(If Agent, Power ot A toney or Agency Letter Required) Contractor Information Name of Company: TUFT= 5 rt-C--.p SAG Qualifying Agent: 11D len S flua-e-y Address 11Y) S fia/ZfL+Su'\ Si tr640 City Oent/tr State C-0 Zip 6'0,,71(1) Office Phone 904'113—4-9n1 Job Site/Contact Number Q04- 25-. —31 4 State Certification/Registration#C'.(3C 1.15-34:,4-s E-Mail tJ1✓J 1 t fsct4-rvS4 _-�„_____ Architect Name& Phone# Engineer's Name& Phone# 1 k ci- . - Workers Compensation WC3/. 37200 iirr c 34 __ _ Exempt/Insurer/Lease Employees/Expiration Date 116 , ir Application is hereby made to obtain a permit to do the work and installations as indicated. I certify th. n_ *re.k . n . . is h 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 rents 12019s 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. Building Department OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be d�'p@ efbiottlantiehBleach, FL 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 `� ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 4" , `,. (Signature of Owner or Agent) (Signatu of C• ractor) (including contractor) Signed and sworn to(or affirmed)before me thisogO day of Signed and sworn to(or affirmed)before me this 2 day of Sw0-1eI4‘aer, aoIc9 ,b a(4/1E1- I •F(ArJe)ut' April 2019 , by Tom Saurey (Signature ,f kitEKE LEVY "' V-K11).-WILLIAMS t OTARY PUBLIC f.[ ]Personally Known OR I C°mansion#FF974032 '?�� </ExpresApri125.2020 MiPersonally Known OR STATE OF COLORADO .i. •• ;_4, i ' • . • Bonded Troy Fan Insurance 800-Z5-T01S [ ]Produced Identification NOTARY ID 20174023626 Type of Identification: (0,•". — Type of Identification: N/A .3,'I 'COMMISSION EXPIRES JUNE 6,2021 j y,,,,r TREE & VEGETATION AFFIDAVIT tY t� City of Atlantic Beach J i. - ) Department of Community Development '�rN Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 W�J!'1)i (P) 904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION ` , Owner(s) fl Legal Authorized Agent* NAME OF APPLICANT 4 i---, ,A,-,,I / �IG� j ,,,, NAME OF COMPANY i uFc S ADDRESS OF COMPANY 111') S 1-tYgza.., on,ST. tt 600 �(to 0,,lr CO { V 2- 10 PHONE qo 4-oZSc)_3/9y CELL 934 -0,--x_3194 EMAIL Qui, I (l Apisce-4-ucSked.Cv1^1 CONTRACTOR CERTIFICATION NUMBER C QC lac3(,4 5- ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II -SITE INFORMATION Qo STREET ADDRESS OF PROPERTY 4©S S(GaTL i o,,JJ A-T,,k,,JT;(.:6 _,.,_,__( FC 3733 i 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 3 1 i b }1- S _ aq e' e,,,,,,_4)„„, „;r 02A pip L,j H . 3LIC 18 LOT ' i BLOCK I g SUBDIVISION S �i�-L1'►'1 REAL ESTATE NUMBER '-)15-0.0000 LOT OR PARCEL SIZE:g x93(1`,1' Q FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation" of the Municipal Code of r Ordinances for the City of Atlantic Beach, FL 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 or adjacent properties in conjunction with this project. SIG A •F OWNER SIGNATURE OF OWNER Signed and sworn before me on this ZJ day of Sep t , 2019 ,by State of -k` M - ��C 1t � � �i County of I��1vC•. L Identification verified: pili i -s L1 ce n5-e, Oath sworn: Yes E No / • / Notary Signature VICKI D.WILLIAMS My Commission expires: `:, P�• ••Commission#FF 974032 REV-NA-v 10.12 V:.t:.1-.7gExpires April 25.2020 :.:.;:+ BondedThruTinyFain Insult, 800-38.5.•,C r--- 1 (J 530 -0000 LOT 15 LOT 14 Z O W ^ Z 0 = 0 o Nos-52'15'w s0.78'(c? S83'05'24"W 0.86'(P) N06'54'35"W 80.65 (P28.4._____..---- (0.6' OFF) '-$t—x-- -�3•x—x -z —x-9A�—x�R--X (1.7' OFF) + (1.0' OFF) c•-• Nd J # D1 C.- '-' 0,sa-_,1"Sii.....___Iiiic i ,3 ( •6') • \ 24.0' (22.1') N0 LuU \NEW\ ,- a ADDITION N I d W Io O \\\ 14- ri O N LOT 10 °' I �\ 12.0' 1#STY a I°' o LOT 12 RESIDENCE A LOT 11 ICs4 N '° CO O b 0 °i c dv co a I �� (/) N 9.4' I Ul 523 ag� 77 .r 14.1' (22.4') j P —x—x—x—x co a 12.5' & (1.2' OFF) —xit xx— 1' ^ N I i to 'a I�AI N I IY I •��VJ IA‘i I 8 V I (0.6' OFF) O j(1.2' OFF) V N06'54'35"W 80.65'(P) Nos 52'to'w 80.60'(M) N06'54'35"W 151.76'(P)0 NO6'54'35 V 151.82'(M) RBL SKcte Rocc (60' R/W 22' CURBED AND GUTTERED ASPHALT) AREA TABULATIONS LOT AREA 7,472 S.F. EXISTING SFR 1,380 S.F. NEW ADDITION 296 S.F. DRIVEWAY/WALKWAYS 295 S.F. TOTAL IMPERVIOUS 1971 S.F. (26.4 %) SITE PLAN PROJECT*: 18-304 DETAIL is• MARTIN ENGINEERING, LLC. DATE: 5/14/18 .■ 13245-4 ATLANTIC BLVD,#261 COURSE CONTRACTING ■■■ JACKSONVILLE,FL 32225 DRAWN: KCM ■■■ 904-472-1459 405 SKATE ROAD SITE a ATLANTIC BEACH, FL 32233 DESIGNED. KCM Sr Al G 1'=9f1' Var i,eit ,Gd Fel /y-e4,122 ?,37 4itieyam `` X 36 4J/ �z r K 2,i Z 9/ Pdl �u sE� r 9 a 3 ?43 Prape,a Pre/ val = ss� Ulb z - "9737/?2 `" /9i /fie- Cep; / ` Ls�'� l3cz teddifrir" r/ dE� 3��fn Afte ifCC /I_ o079 X37€ via (17010 4d REVISED )ENtED APPROVED f� Y . 3 4— Q. C5 U) j � C o i� t � T o 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,,/t = 155 V.d = 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 (psfl (ASD VALUES) 50 PSF'ZO, NE 2) (BASED ON 10 SQ FT) 74 PSF iAZO, NE 3) WALL: 34 PSF (ZONE 4) 42 PSF ('ZONE 5) FLORIDA BUILDING APPROVAL NUMBERS -- 1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPRO'VAL #FL20743.1. 2. WINDOWS BY SILVER LINE BUILDING PRODUCTS CORP - 1=LORIDA BUILDING APPROVAL FL14911.5. 3. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #1=L9190.6. 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 #FL10674.1. 7. SHINGLES BY GAF - FLORIDA PRODUCT APPROVAL #FL1 C1124.1 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 SHEATH NG - FLORIDA BUILDING APPROVAL #FL16391.1. 11. TUFF SHED, INC DOORS - FLORIDA BUILDING APPROVAL #FL22202.1, #FL22202.2, #FL22202.3, #FL22202.4 i 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") TUFF SHED Storage Buildings & Garages TUFF SHED, MFG. FACILITIES b�_6 Order #. Customer: Site Address: Ilaing z:iIze: WIDTH LENGTH Sq. FT. AREA UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG SR6007 TR700, PR OVERHANG OPTIONS Q W Zo M 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 OBUILDING SECTION SCALE: N.T.S. DOUBLE TOP PLATE CRIPPLES (IF REQ.) HEADERS FOR OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2 2x4 WINDOW SILL FLOOR DECKING ,BASE PLATE 11II YV V 1 VV FOR WINDOW OPENINGS UP TO 4'-0" 3 WINDOW HEADER DETAIL FOR SIDE WALLS SCALE: N.T.S. P.O. #THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY Drawn By: PK OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A Date: 3/12/19 BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. Checked By: ANY OTHER USE IS FORBIDDEN BY BOTH TUFF Date: SHED AND THE ENGINEER OF RECORD 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 DOUBLE TOP PLATE CRIPPLES (IF REQ.) TOE NAIL WITH (3) 6d NAILS, (2) ONE 'IDE, (1) OTHER )IDE OTRUSS TO WALL CONNECTION DETAIL HEADERS FOR OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2 OPENINGS 4'-1" TO 6'-0" USE (2) 2x6 SPF #2 OPENIN S 6'-1" TO 8'-0" USE (2) 8 SPF #2 SING TU TRIMER DaICKING FOR OPENINGS P T - ODOOR HE D TAIL 36 FOR SIDE 1 11/j/'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 Nc. 76835 -0.; TA E OF •Q P /ONAL SCALE: N.T.S. KING STUD CRIPPLE STUD HEADERS FOR: _j L -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 SHED Order #. Customer: P.O. # Drawn By: PK Storage Buildings & Garages 8' Date: 3/12/19 8d NAILS @ 6" O.C. Site Address: 8'-24' 10' TUFF SHED, MFG. FACILITIES 8d NAILS @ 6" O.C. 0' Checked By: END WALL SIDE WALL 8d NAILS @ 6" O.C. COMB. OPENING MIN TOTAL Building SIZe.WIDTH-LENGTH-HEIGHT-SQ.FT. AREA Date: 8d NAILS @ 4" O.C. MAX. MIN TOTAL 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 END WALL EDGE NAILING REQUIREMENTS MARK Y 6'-18' 8' MAX. 8d NAILS @ 6" O.C. MARK 8'-24' 10' 10'-24' 8d NAILS @ 6" O.C. 0' WALLS BEING END WALL SIDE WALL 8d NAILS @ 6" O.C. COMB. OPENING MIN TOTAL WALLS BEING END SIDE 8d NAILS @ 4" O.C. MAX. MIN TOTAL USED WIDTH LENGTH EDGE NAILING (NOTE 2) COMBINED SHEAR WALL USED WALL WIDTH WALL LENGTH EDGE NAILING COMB. COMBINED 8d NAILS @ 6" O.C. ►1/1 /'1nC►11►I1[ w 1 !i ►1 / TUC Iwlw 1 t 16'-20' 8d NAILS @ 4" O.C. 0' 10' 10' 12' 22'-24' 12'-16' OPENING SHEAR WALL 6 .. 6'-18' ^ 8d NAILS @ 6" O.C. Y 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) SEE NOTE 3 WIDTH LENGTH FIELD NAILING EDGE NAILING 6' 6'-18' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. 8' 8'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. 10' 10'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. 12' 12'-24` 8d NAILS @ 12" O.0 8d NAILS @4" O.C. NOTES: 1. USE 8d COMMON OR GALVANIZED BOX NAILS. TABLE NOTES 1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SMARTSIDE WITH FOIL BACKER. 2. NO SINGLE OPENING GREATER THAN 8'-0" 3. * 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3 -SIDED DIAPHRAGM. THE END WALL OPPOSITE OF THE OPENING MUST BE FULLY SHEATHED, IN THE 3 -SIDED DIAPHRAGM CASES. THE END WALL WITH THE OPENING DOES NOT HAVE A MIN. RETURN WALL ON EACH SIDE OF THE OPENING. 4. USE COMMON OR GALVANIZED BOX NAILS. 5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C. 6. ON THESE BUILDINGS 6'X 10'-18' THE T DOOR IN THE END WALL WILL NEED TO BE OFF SET. THERE WILL BE A 2' PANEL ON ONE SIDE AND A 1' PANEL ON THE OTHER SIDE OF THE DOOR. 7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED�N BOTH SIDES. 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. NU UF'ENINGS ALONG THE WALL " 6' 6' 8d NAILS @ 3" O.C. SEE NOTE 3 * 6' 8'-9' 8d NAILS @ 3" O.C. (BS) SEE NOTE 3 6' 10'-14' 8d NAILS @ 3" O.C. 0' 6' 6' 16'-18' 8d NAILS @ 4" O.C. (BS) 0' 6' 8' 8'-12' 8d NAILS @ 6" O.C. 01 8' 8' 14'-18' 8d NAILS @ 4" O.C. 01 81 8' 20'-22' 8d NAILS @ 3" O.C. 01 8' 8' 24' 8d NAILS @ 4" O.C. (BS) 01 81 10' 10'-14' 8d NAILS @ 6" O.C. 0' 10' 10' 16'-20' 8d NAILS @ 4" O.C. 0' 10' 10' 12' 22'-24' 12'-16' 8d NAILS @ 3" O.C. 8d NAILS @ 6" O.C. 0' 0' 10' 12' 12' 18'-24' 8d NAILS @ 4" O.C. 0' 12' ■ MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■MIN 2'-0" WALL SEGMENT 6' 6'-9' 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' 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) 4' 4' 10' 10' 8d NAILS 6" O.C. 3' 7' 10' 12'-14' 8d NAILS @ 4" O.C. 3' 7' 10' 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 3" O.C. 4' 6' 10' 18'-24' 8d NAILS @ 4" O.C. BS 4' 6' 10' 10' 8d NAILS 3" O.C. 6 10' 12'-22' 8d NAILS @ 3" O.C. (BS) 6' 4' 12' 12'-16' 8d NAILS @ 4" O.C. 4' 8' 12' 18'-20' 8d NAILS @ 3" 4' 8' 12' 22'-24' 8d NAILS @ 3" O.C. (BS) 4' 8' 1 11 1 1Z 1 14-113 10(J IVHI LJ L,J U.U. 1 6' 1 6' 1 111 II 1 12' _1 12'-20' 18d NAILS (a) O.C. (BS) 1 8'1 4' TUFF SHED, INC. ',/ ENGINEERING DEPARTMENT \ •� s �S ��i% RICHARD J. WILLS, P.E. 5 1777 S. HARRISON STREET DENVER, COLORADO 80210 o : sr TE of •�2 (3103) 753-88» EXT. 96315 %��• F F Ria .•�� /Jill lfill00� TITLE DOOR DETAILS NAILING REQUIREMENTS FBC, 6th EDITION (2017) 155C DRAWING NO. FL -PR -SR -TR -01 REV. LEVEL 01 SHEET 2 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 a 6'-12' 8" O.C. OSTEEL SHED BASE DETAIL SCALE: N.T.S. SIDING 3/8" CARRIAGE BOLT (GRADE 2) OT17SWB -O R- 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 STEEL TRACKS G140 ZINC COATED 600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24" O.C. (SUPPLIER: ALLIED STUDCO (JOIST: 60OS137-054 / TRACK: 600T125-054) ICC ER -4943P. 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. 3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING #8 x 1-5/8" ZINC PLATED SCREWS @ 12" O.C. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING SCREWS. REFERENCE SPACING CHART. 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS AS SHOWN. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16". BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM. BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM. STUD 3/8" NYLON LOCK NUT Z BASEPLATE FLOOR PLY L] STEEL SHED BASE 4" CONCRETE PAD (MIN) OSIDEWALL BRACKET [DETAIL SCALE: N.T.S. KWIK BOLT ANCHORS (INTO CONCRETE E: DETAIL 3 SHEET 3 WIDTH LENGTH QTY 6' 6-10' 6 6' 12'-18' 8 8' 8'-14' 6 8' 16'-20' 8 8' 22'-24' 10 10' 10'-16' 6 10' 18'-24' 8 12' 12'-18' 6 12' 20'-24' 8 -V Order #. Customer: 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_ Building SIZe.WIDTH-LENGTH 3/8"0 x 4" CARRIAGE Date: BOLT AND LOCKNUT `r CORNER STUD AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES • PART NUMBERS: OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-A -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 J STUD 0 o ih I STUD END WALL AUGER ANCHORS Order #. Customer: WIDTH 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-ANUHUK5 F'KUVIUE (1) AI 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. i L ANCHOR BRACKET TO BE FLUSH WITH OAUGER ANCHOR DETAIL EDGE OF TRIM SCALE: N.T.S. a 13/4 c) >- FINISH col ~ GRADE it NOTES:a 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS 2. PROVIDE (1) ANCHOR AT EA. CORNER 3" CLR. OF THE BUILDING. THE REMAINING —r ANCHORS EQUALLY SPACED ALONG THE v H 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 Order #. Customer: P.O. # Drawn By: PK Storage Buildings & Garages Date: 3/12/19 Site Address: UFF SHED, MFG. FACILITIES Checked By: nht Building SIZe.WIDTH-LENGTH HEIGHT -SQ. 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 UNHEATED SPACE ANCHOR BOLT & CONTINUOUS FOOTING NOTES P.T. SILL PLATE 1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL PER NOTES BELOW BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB. -OR- #4 CONTINUOUS SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY TOP & BOTTOM THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING CONCRETE FLOOR BEFORE POURING CONCRETE. 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL, OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE. 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, Pc=2500 PSI. n� 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 C A MINIMUM,WHICHEVER IS LARGER. 6. C DE A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING SLAB 1/2" DIA X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS. REINFO EMENT B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE CONCRETE AND SHALL BE SPACED NOT MORE THAN 60C. PFf NO S BELOW 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 THLEND SLAB DIAMETERS FROM EACH END OF EACH PIECE. TH KEN D SLAB TUFF SHED, INC.\\ ` E l✓/' "//ice ENGINEERING DEPARTMENT No. 76835 RICHARD J. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 o'., STAT OF (303) 753-8833 EXT. 96315 �i�90�F,, O R .� V? ° Ca\ TITLE DETAILS FBC, 6th EDITION (2017) 155C DRAWING NO. FL -PR -SR -TR -01 REV. LEVEL 01 SHEET 3 PAGE 3 OF 4 'Z"" '^ "LA TES SIDE 00 3X4 20 PLATES LO 1 EACH SIDE `.' 4'-0" 4 12 �4 00 00 8'-0" 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 WIND: ASCE 7-10,155 mph, Exposure C, D.O.L.=1.60 PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ICC -ES #ESR -1082. 00 Cl) 00 L0 N 3X4 20 GA PLATE 1 EACH SIDE 5 -0-,f S: 12 \ _::�4 18.0° �d 00 10'-0" I LO a 3X4 20 GA PLATES 6'-0" 1 EACH SIDE 6,3 11/16„ SHED Storage Buildings & Garages TUFF SHED, MFG. FACILITIES 12 �4 w ffDate:3/12/19 3X6 20 GA PLATES 1 EACH SIDE I 12'-0" 6' SPAN REACTIONS: MAX. VERTICAL: 180 LBS. MAX. UPLIFT: -160 LBS. 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. ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO I ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. TUFF Order #. SHED Storage Buildings & Garages TUFF SHED, MFG. FACILITIES Customer: Site Address: ffDate:3/12/19 8524 EAST COLONIAL DRIVE Checked By: ORLANDO, -T FF (888) 788 -TUFF sroREszo p gulldln SIZe."'TH-LENGTH-HEIGHT-EI, g a. Fr. 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 J. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 (303) 753-8833 EXT. 96315 /< is s y No. 6 5 _ 'fly TA'ijE OF 'i10�;-. GpR�OP 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 TRUSS DETAILS FBC, 6th EDITION (2017) 155C DRAWING NO. FL -PR -SR -TR -01 REV. LEVEL 01 SHEET A PAGE 4 OF 4