600 JASMINE ST ACC22-0035 COAB Permit Form with ConditionsFinal Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
9' x 8' WOOD SHED
ACC22-0035
600 JASMINE ST
TUFF SHED
OWNER:ADDRESS:CITY:STATE:ZIP:
LOVELAND SARAH ET AL 600 JASMINE ST ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
TUFF SHED INC 1116 Blanding Boulevard Orange Park FL 32065
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170919 0540 ATLANTIC BEACH SEC H
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
600 JASMINE ST ACCESSORY SINGLE OR TWO
FAMILY ACCESSORY 9' x 8' WOOD SHED $4229.00
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.
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.
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.
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.
1 of 2Issued Date: 12/27/2022
PERMIT NUMBER
ACC22-0035
ISSUED: 12/27/2022
EXPIRES: 6/25/2023
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
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
3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
4 PUBLIC WORKS GRASS INFORMATIONAL
Notes:
Full site to be grassed.
5 PUBLIC WORKS REVISION INFORMATIONAL
Notes:
Any plan change must be submitted as a Revision to the Building Department.
6 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
7 PUBLIC WORKS DEBRIS REMOVED INFORMATIONAL
Notes:
All construction debris must be removed from job site by Contractor.
2 of 2Issued Date: 12/27/2022
PERMIT NUMBER
ACC22-0035
ISSUED: 12/27/2022
EXPIRES: 6/25/2023
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
REV. LEVELPAGE OFTITLEDRAWING NO.SHEETFL-PPTR-TR800-0101GENERAL NOTESFBC, 7th EDITION (2020)155C114WIDTH - LENGTH - HEIGHT - SQ. FT. AREAOrder #.Customer:Site Address:Building Size:UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONGPPTR, TR/TRD800Drawn By: Checked By: Scale: Date: Date: P.O. #PK12/6/16N.T.S.Storage Buildings & GaragesTUFF SHED, MFG. FACILITIESTHESE DRAWINGS AND THEDESIGN ARE THE PROPERTYOF TUFF SHED, INC. THESEDRAWINGS ARE FOR ABUILDING TO BE SUPPLIEDAND BUILT BY TUFF SHED.ANY OTHER USE ISFORBIDDEN BY BOTH TUFFSHED AND THE ENGINEER OFRECORD.TUFF SHED, INC. ENGINEERING DEPARTMENTRICHARD J. WILLS, P.E.RWILLS@TUFFSHED.COM1777 S. HARRISON STREETDENVER, COLORADO 80210(303) 753-8833 EXT. 96315ROOF SHEATHING (7/16" OSB)WIDTHLENGTHEDGE NAILING8'NOTES:1. USE 8d COMMON OR GALVANIZED BOX NAILS.8'-22'10'10'-24'8d NAILS @ 4" O.C.8d NAILS @ 4" O.C.FIELD NAILING8d NAILS @ 12" O.C.8d NAILS @ 12" O.C.12' 12'-24'8d NAILS @ 4" O.C.8d NAILS @ 12" O.C.6'6'-18'8d NAILS @ 4" O.C.8d NAILS @ 12" O.C.WIDTHLENGTHEDGE NAILING8'8'-22'10' 10'-24'8d NAILS @ 3" O.C.8d NAILS @ 3" O.C.FIELD NAILING8d NAILS @ 6" O.C.8d NAILS @ 6" O.C.12' 12'-24'8d NAILS @ 3" O.C.8d NAILS @ 6" O.C.6'6'-18'8d NAILS @ 3" O.C.8d NAILS @ 6" O.C.END WALL NAILING (MIN 2'-6" RETURN EACH END)WIDTHLENGTHEDGE NAILING8'8'-22'10' 10'-24'8d NAILS @ 3" O.C.8d NAILS @ 3" O.C.FIELD NAILING8d NAILS @ 6" O.C.8d NAILS @ 6" O.C.12' 12'-24'8d NAILS @ 3" O.C.8d NAILS @ 6" O.C.6'6'-18'8d NAILS @ 3" O.C.8d NAILS @ 6" O.C.HEADER NAILING: HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER- 16d @ 16" STAGGERED FACE NAILNAILING:REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING.MAX WALL HEIGHT FOR EACH SHED:PPTR - 7'-8 1/4" (92 1/4")TR/TRD800 - 7'-8 1/4" (92 1/4")FL PRODUCT APPROVALSPRODUCT TYPEMANUFACTURERFL PRODUCT #SIDING (LAP)JAMES HARDIE BUILDING PRODUCTS, INCSIDING (CEMENT)MODELLAPCEMENT STUCCOIMPACT SLIDING WINDOW ECO IMPACT SLIDERSIDING (PANEL)LP BUILDING SOLUTIONSFL9190.3SIDINGJAMES HARDIE BUILDING PRODUCTS, INCIMPACT SLIDERFL10477.1FL13223.2NOA 19-0219.08TUFF SHED DOUBLE DOORTUFF SHED, INC.SHED DOORFL22202.1TUFF SHED DOUBLE DOOR (HVHZ)STEEL DOOR INSWINGJELD-WEN6 PANEL/3068FL11136.1STEEL DOOR OUTSWINGTUFF SHED, INC.TUFF SHED, INC.TUFF SHED, INC.TUFF SHED SINGLE DOORTUFF SHED SINGLE DOOR (HVHZ)SHED DOORSHED DOORSHED DOORFL22202.2FL22202.3FL22202.4JELD-WEN6 PANEL/3068FL11136.2FULL LITE DOORJELD-WENEXTERIOR DOORFL17454.19 LITE DOOR INSWINGJELD-WENFL12509.29 LITE DOOR OUTSWINGJELD-WENFL12509.4FLOOD VENTSFLOOD SOLUTIONSFOUNDATIONFL17588.1EXTERIOR DOOREXTERIOR DOORRIDGE VENTSGAF COBRA RIDGE RUNNERRIDGE VENTNOA 17-0822.06IMPACT RESISTANT OVERHEADGARAGE DOOROVERHEAD DOOR CORPGARAGE DOORFL14170.6ROOF UNDERLAYMENTGAFFELTBUSTERFL10626.1ASPHALT SHINGLESGAFSHINGLESFL10124.1METAL ROOFINGMARLYN METALS, INCMAR-RIBFL899338" SMARTSIDE NAILING REQUIREMENTSFOR PPTR, TR80038" SMARTSIDE NAILING REQUIREMENTSSLIDING WINDOWTAFCO CORPORATIONSLIDERFL20743.1WIDTHPITCHMID-ROOF HEIGHT8'4/1210'9'-034"9'-21116"OVERALL HEIGHT9'-958"10'-1916"12'9'-458"10'-512"6'4/128'-101316"9'-534"SHED SIZE CHART4/124/12SIDEWALL HEIGHT7'-814"8'10'9'-2 34"9'-5316"10'-2"10'-61516"12'9'-71116"10'-111516"6'5/129'-014"9'-9"RIDGE VENTSGAF COBRA RIGID VENT3RIDGE VENTFL6267.1SIDING TABLE NOTES:1. NAILING IS FOR 38" SMARTSIDE PANEL OR 38" SMARTSIDE WITH FOIL BACKER.2. MINIMUM 2'-6" RETURN FROM EACH END OF EACH WALL.3.NO SINGLE OPENING GREATER THAN 8'-0"4. * 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM. THE ENDWALL OPPOSITE OF THE OPENING MUST BE FULLY SHEATHED, IN THE 3-SIDEDDIAPHRAGM CASES (NO OPENINGS) AND NAILED AS SPECIFIED. THE END WALL WITHTHE OPENING DOES NOT HAVE A MIN. RETURN WALL ON EACH SIDE OF THEOPENING.5. USE COMMON OR GALVANIZED BOX NAILS WITH A MINIMUM LENGTH OF 212".6. ON THESE BUILDINGS 6' X 10' THE 3' DOOR IN THE END WALL WILL NEED TO BE OFFSET. THERE WILL BE A 2'-6" PANEL ON ONE SIDE AND A 6" PANEL ON THE OTHERSIDE OF THE DOOR.7. BUILDING SIZES BELOW REQUIRE SHEATHING ON BOTH SIDES OF WALL WITHOPENING (716" OSB ON INSIDE OF WALL):6'X10' WITH 3' OF OPENING ON END WALL WITH 2'-6" OF SHEAR (SEE NOTE 6)8'X16'-22' WITH 3' OF OPENING ON END WALL WITH 5' OF SHEAR10'X20'-24' WITH 3' OF OPENING ON END WALL WITH 7' OF SHEAR10'X18'-24' WITH 4' OF OPENING ON END WALL WITH 6' OF SHEAR10'X16'-24' WITH 5' OF OPENING ON END WALL WITH 5' OF SHEAR12'X22'-24' WITH 4' OF OPENING ON END WALL WITH 8' OF SHEAR12'X16'-24' WITH 6' OF OPENING ON END WALL WITH 6' OF SHEAR12'X14'-24' WITH 7' OF OPENING ON END WALL WITH 5' OF SHEAR8. NO OPENINGS ARE ALLOWED ON THE END WALLS OF 6' WIDE BUILDINGS LONGERTHAN 10'.FOR PPTR, TR800NOTES:1.BUILDING CODE: FLORIDA BUILDING CODE, 7th EDITION (2020)BUILDINGS ARE NOT FOR HIGH-VELOCITY HURRICANE ZONES(HVHZ)2.DESIGN LOADING:WIND SPEED: Vult = 155Vasd = 120EXPOSURE: CROOF LIVE LOAD: 20 PSFROOF DEAD LOAD: 10 PSFFLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3)RISK CATEGORY: ICOMPONENT AND CLADDING: ROOF: 18/-29 PSF (ZONE 1)WIND PRESSURE (psf) (ASD VALUES)18/-50 PSF (ZONE 2)(BASED ON 10 SQ FT)18/-74 PSF (ZONE 3)WALL: 31/-34 PSF (ZONE 4)31/-42 PSF (ZONE 5)5/125/125/12SIDEWALL NAILING (MIN 2'-6" RETURN EACH END)7'-814"7'-814"7'-814"7'-814"7'-814"7'-814"7'-814"26 JAN 2022This item has been digitally signed and sealed by Richard Wills, PE. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.By Toni Gindlesperger at 3:25 pm, Dec 14, 2022By Mike Jones at 4:01 pm, Dec 16, 2022
REFER TO THE TRUSS DESIGN FORLUMBER SIZE, TRUSS SPACING, PITCHAND PLATE SIZEWALL FRAMING TO BE 2 x 4SPF #2 OR BETTER @ 16" O.C.ASPHALT SHINGLES-OR-METAL ROOFINGIF BUILDING IS LOCATEDIN A FLOOD ZONE THENFLOOD VENTS AND PRESSURETREATED STUDS ARE REQUIRED- ONE SQ INCH VENTFOR EVERY ONE SQ FTOF BUILDINGSEE THE TRUSSCONNECTIONDETAIL - DETAIL 2UP TO 12'-0" WIDE7'-8 1/4" MAXWALL HEIGHT6"11'-4" MAX.OVERHANG OPTIONS125MAXRE: NOTESCOLLAR TIE REQUIRED ONLY AT12' WIDE SHEDS, SEE TRUSS CALCULATIONSSEE SHEET 3 FOR STEEL FLOOR WITHANCHOR DETAIL OR FOUNDATION DETAILFOR WINDOW OPENINGS UP TO 3'-0"KING STUDFLOOR DECKINGBASE PLATE2x4 WINDOW SILLHEADERS 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 #2BASE PLATEDOUBLE TOP PLATEKING STUDFLOOR DECKINGTRIMMERFOR OPENINGS UP TO 8'-0"DOUBLE TOP PLATECRIPPLES (IF REQ.)CRIPPLES (IF REQ.)HEADERS FOROPENINGS UP TO 3'-0"USE (2) 2x4 SPF #2RAFTERWALL TOP PLATESSTUDSSIDINGSIMPSON H2.5A PLATE ONINSIDE AT EACH RAFTERTOE NAIL WITH (3)16d NAILS, (2) ONESIDE, (1) OTHERSIDEREFER TO THE DOOR DETAIL (SHEET 2) FORTHE DOOR DESIGNCRIPPLE STUDKING STUDTRIMMER STUDHEADERS FOR: OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2 OPENINGS 6'-1" TO 8'-0" USE (2) 2x6 SPF #2SEE PROJECT NOTES FOR MATERIALS4'x8'x716" ROOFSHEATHINGNAIL TO INTERMEDIATE FRAMINGMEMBERS - REFERENCE NAILINGSCHEDULE, SHEET 1DIAPHRAGMBOUNDARYTRIMPANEL EDGE IS NOTSUPPORTED BY BLOCKING -UNLESS NOTEDSIDINGRAFTERS AND/OR TRUSSESDRIP EDGEREFERENCE NAILINGSCHEDULE/S2ROOF UNDERLAYMENTPER FBC 1507.1.1.1(3).MINIMUM 334" STRIP OFSELF ADHERING FLEXIBLEFLASHING TAPE COMPLYINGWITH AAMA 711, LEVEL 3,INSTALLED IN ACCORDANCETO MANUFACTURER'SINSTRUCTIONS FOR THEDECK MATERIAL4"1'-0"MIN.3" CLR.TYP.3" CLR.
TYP.
3" CLR.
TYP.
6"
MIN.
12"
MIN. MONOLITHIC FOUNDATION SLABREINFORCEMENTPER NOTES BELOW1 3/4"#4 CONTINUOUSTOP & BOTTOMTHICKENED SLABCONCRETE FLOORFINISH GRADE UNHEATED SPACEANCHOR BOLT &P.T. SILL PLATEPER NOTES BELOWCONTINUOUS FOOTING NOTES1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALLBE WWF 6X6 W1.4xW1.4 . LOCATE AT MID-DEPTH OF SLAB.-OR-SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDEDFIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLYTHROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE.2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCINGBEFORE POURING CONCRETE.3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOILBEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE.4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, f'c = 2500 PSI.5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCINGSTEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BARDIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER.6. SEISMIC DESIGN CATEGORY: AA. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING12"Ø X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THECONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC.C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECEWITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLTDIAMETERS FROM EACH END OF EACH PIECE. A MINIMUM OF 4 BOLTSARE REQUIRED PER SIDE OF THE BUILDING.NOTE: FOR BUILDINGS 18' AND LONGER OR ANY BUILDING DESIGNED AS A3-SIDED DIAPHRAGM, ADD SIMPSON SSTB16 ANCHORS AND HDU2 HOLDDOWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURER'SINSTALLATION INSTRUCTIONS.REV. LEVELPAGE OFTITLEDRAWING NO.SHEETFL-PPTR-TR800-0101BUILDING SECTIONSHEADER FRAMING DETAILSFBC, 7th EDITION (2020)155C224WIDTH - LENGTH - HEIGHT - SQ. FT. AREAOrder #.Customer:Site Address:Building Size:SCALE:BUILDING SECTION_________________N.T.S.1SCALE:4AWINDOW HEADER DETAIL_______________________FOR SIDE WALLS_______________N.T.S.SCALE:4BDOOR HEADER DETAIL____________________FOR SIDE WALLS_______________N.T.S.SCALE:5HEADER DETAIL FOR___________________END WALLS___________N.T.S.Drawn By: Checked By: Scale: Date: Date: P.O. #PK12/6/16N.T.S.SCALE:2TRUSS TO WALL ___________________ CONNECTION DETAIL____________________N.T.S.Storage Buildings & GaragesTUFF SHED, MFG. FACILITIESTHESE DRAWINGS AND THEDESIGN ARE THE PROPERTYOF TUFF SHED, INC. THESEDRAWINGS ARE FOR ABUILDING TO BE SUPPLIEDAND BUILT BY TUFF SHED.ANY OTHER USE ISFORBIDDEN BY BOTH TUFFSHED AND THE ENGINEER OFRECORD.TUFF SHED, INC. ENGINEERING DEPARTMENTRICHARD J. WILLS, P.E.RWILLS@TUFFSHED.COM1777 S. HARRISON STREETDENVER, COLORADO 80210(303) 753-8833 EXT. 96315SCALE:3ROOF SHEATHING AND ______________________UNDERLAYMENT DETAIL_______________________N.T.S.SCALE:OPTIONAL CONCRETE FOUNDATION DETAIL_______________________________________N.T.S.626 JAN 2022This item has been digitally signed and sealed by Richard Wills, PE. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
2X6 STEEL TRACK EACH ENDVENT HOLES @ 24" OC.OPTIONAL LEVELING BLOCKS2X6 STEEL JOISTSSELF-DRILLING SCREWS #12-14 X 3" HEX HEAD 1. STEEL SHED FOUNDATION:600T125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED@ 24" O.C.(SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 / TRACK:600T125-054) ICC ER-4943P.2.34" APA OR TECO RATED TONGUE AND GROOVE FLOORDECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.3.FASTEN FLOOR DECKING TO JOIST & TRACKS USING#8 x 158" ZINC PLATED SCREWS @ 12" O.C.NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOORJOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.4.FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTSOR TRACKS WITH #12-14 X 3" GALVANIZED SELF-DRILLINGSCREWS. REFERENCE SPACING CHART.5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTSCONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKSAS SHOWN.6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVELBUILDING: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.@ 24" OC34" APA OR TECO RATEDT&G FLOOR DECKING.#10 X 34" PAN HEADSELF-DRILLINGSCREWS (2 PER TAB)STUDS7 1/2"3'-0"AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES·PART NUMBERS:OT3644BGMP- 58" X 36" (36" IMBED) GALVANIZED AUGERREPORT NO. RAD-3060OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTSREPORT NO. LO-FJ90129-A-OR-OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTSREPORT NO. LO-FJ90129-B·WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS WITH THE MAXIMUM LOAD OF 4,725 LBSATTACH BRACKET TOSTUDS THRU HOLE INANCHOR PLATE WITH3/8"Ø x 4" CARRIAGEBOLT AND LOCKNUT4" MINEND WALLSIDE WALLANCHOR BRACKETTO BE FLUSH WITHEDGE OF TRIMSIDINGTRIMTRIMSIDINGSTUDSTUD2X4X12"BLOCKOT17SWB-OR-OT24SWB38" CARRIAGEBOLT (GRADE 2)TRIMSIDING38" NYLONLOCK NUTBASEPLATE4" CONCRETEPAD (MIN)FLOOR PLYSTEEL SHEDBASE4 " MIN
STUD6"MIN38" X 3" SIMPSON TITEN BOLT,GALVANIZED, WITH 34" WASHEREMBEDMENT DEPTH = MIN 214"MIN. EDGE DISTANCE = 6"ANCHOR SPACING: RE: TITENBOLT ANCHORS TABLE, SHEET 31. WOOD SHED FOUNDATION:2x6 #2 PRESSURE TREATED SPRUCE-PINE-FIR RIM JOISTS2x6 #2 PRESSURE TREATED SPF JOISTS @ 24" O.C.2.34" APA OR TECO RATED TONGUE AND GROOVEFLOOR DECKING. 24" MAX PANEL SPAN. NOBLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOORJOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.NAIL PLYWOOD TO JOISTS AND RIM JOISTS:BORDER: 8d COMMON SPACED @ 6" O.C.EDGE: 8d COMMON SPACED @ 6" O.C.FIELD: 8d COMMON SPACED @ 12" O.C.4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTOJOISTS OR RIM JOISTS WITH 10d COMMON SPACED @ 12" O.C.5. ALLOWABLE FLOOR LIVE LOAD: 40 PSF6.USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TOLEVEL 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 RIM JOISTS SPACED @ 4'-0" O.C. MAXIMUM.10d COMMON @ 12" O.C.34" APA OR TECO RATEDT&G FLOOR DECKING2x6 JOISTS @ 24" O.C.(PRESSURE TREATED)16d COMMON(2 PER JOIST)8d COMMON @ 6" O.C.OPTIONAL LEVELING BLOCKS2x6 RIM JOIST EACH END(PRESSURE TREATED)REV. LEVELPAGE OFTITLEDRAWING NO.SHEETFL-PPTR-TR800-0101DETAILSFBC, 7th EDITION (2020)155C334WIDTH - LENGTH - HEIGHT - SQ. FT. AREAOrder #.Customer:Site Address:Building Size:Drawn By: Checked By: Scale: Date: Date: P.O. #PK12/6/16N.T.S.Storage Buildings & GaragesTUFF SHED, MFG. FACILITIESTHESE DRAWINGS AND THEDESIGN ARE THE PROPERTYOF TUFF SHED, INC. THESEDRAWINGS ARE FOR ABUILDING TO BE SUPPLIEDAND BUILT BY TUFF SHED.ANY OTHER USE ISFORBIDDEN BY BOTH TUFFSHED AND THE ENGINEER OFRECORD.TUFF SHED, INC. ENGINEERING DEPARTMENTRICHARD J. WILLS, P.E.RWILLS@TUFFSHED.COM1777 S. HARRISON STREETDENVER, COLORADO 80210(303) 753-8833 EXT. 96315SCALE:OPTIONAL AUGER ANCHOR DETAIL_______________________________N.T.S.2SCALE:OPTIONAL STEEL SHED BASE DETAIL_________________________________N.T.S.1BASE PLATE SCREW SPACINGWIDTHSPACING6'-12'8" O.C.SCALE:OPTIONAL SIDEWALL BRACKET DETAIL___________________________________N.T.S.3SCALE:OPTIONAL WOOD SHED BASE DETAIL_________________________________N.T.S.2BASE PLATE SCREW SPACINGWIDTHSPACING6'-12'8" O.C.TITEN HD ANCHOR BOLTS(INTO CONCRETE)RE: DETAIL 3 SHEET 3WIDTHLENGTHQTY8' 8'-16'6NOTES:1. ANCHORS TO BE SIMPSON TITEN HDANCHORS. ANCHORS MAY BEGALVANIZED OR STAINLESS STEEL.2. PROVIDE (1) ANCHOR AT EA. CORNEROF THE BUILDING. THE REMAININGANCHORS EQUALLY SPACED ALONG THELENGTH OF THE BUILDING. (12 THEREMAINING ANCHORS ON EA. LENGTHSIDE EQUALLY SPACED).8' 18'-22'10' 10'-16'10' 18'-24'86812' 12'-14'12' 22'-24'6106' 6'-18'612'16'-20'8AUGER ANCHORSWIDTHLENGTH # OF ANCHORS4 ANCHORS10' 10'-18'8' 8'-22'4 ANCHORS6 ANCHORS10' 20'-24'6' 6'-18'4 ANCHORS4-ANCHORS PROVIDE (1) AT EA.CORNER OF THE BUILDING.6-ANCHORS PROVIDE (1) AT EA.CORNERS OF THE BUILDING AND (1) ATTHE CENTER OF EA. SIDE WALL.4 ANCHORS12'12'-16'6 ANCHORS12'18'-24'26 JAN 2022This item has been digitally signed and sealed by Richard Wills, PE. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
2 5/8"1'-3 5/8"3X4 20 PLATES1 EACH SIDE8'-0"4'-2 1/2"4'-0"18.0°4125'-3 1/16"2 5/8"1'-7 1/2"5'-0"3X4 20 GA PLATES1 EACH SIDE18.0°10'-0"4126'-0"12'-0"1'-11 3/8"6'-0"18.0°2 5/8"6'-3 11/16"3X6 20 GAPLATES1 EACH SIDE3X4 20 GA PLATES1 EACH SIDE4122 5/8"11 11/16"3X4 20 PLATES1 EACH SIDE6'-0"3'-1 7/8"3'-0"18.0°4125'-4 15/16"2 11/16"
2'-0 7/8"5'-0"3X4 20 GA PLATES1 EACH SIDE10'-0"22.5°51212'-0"2'-83 4"6'-0"2 11/16"6'-6"6'-534"3X6 20 GAPLATES1 EACH SIDE2
2
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6
°3X4 20 GAPLATES1 EACH SIDE5123'-2 15/16"2 11/16"
1'-2 15/16"3'-0"3X4 20 GA PLATES1 EACH SIDE6'-0"22.5°5124'-3 15/16"2 11/16"
1'-7 7/8"4'-0"3X4 20 GA PLATES1 EACH SIDE8'-0"22.5°512REV. LEVELPAGE OFTITLEDRAWING NO.SHEETFL-PPTR-TR800-0101TRUSS DETAILSFBC, 7th EDITION (2020)155C444WIDTH - LENGTH - HEIGHT - SQ. FT. AREAOrder #.Customer:Site Address:Building Size:Drawn By: Checked By: Scale: Date: Date: P.O. #PK12/6/16N.T.S.Storage Buildings & GaragesTUFF SHED, MFG. FACILITIESTHESE DRAWINGS AND THEDESIGN ARE THE PROPERTYOF TUFF SHED, INC. THESEDRAWINGS ARE FOR ABUILDING TO BE SUPPLIEDAND BUILT BY TUFF SHED.ANY OTHER USE ISFORBIDDEN BY BOTH TUFFSHED AND THE ENGINEER OFRECORD.TUFF SHED, INC. ENGINEERING DEPARTMENTRICHARD J. WILLS, P.E.RWILLS@TUFFSHED.COM1777 S. HARRISON STREETDENVER, COLORADO 80210(303) 753-8833 EXT. 96315DESIGN LOADS:TOP CHORD LIVE LOAD = 20 PSFTOP CHORD DEAD LOAD = 10 PSFCOLLAR TIE DEAD LOAD = 5 PSFNOTES:FBC, 7th EDITION (2020)ANSI/TPI 1-2014TRUSSES TO BE SPACED @ 24" OCMATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE #2OR BETTERPLATES ARE TO BE PRESSED IN THE WOOD PERTPI.REP MEMBER INCREASE: YESLUMBER D.O.L.: 1.25WIND:ASCE 7-16, 155 mph, Exposure C, D.O.L.=1.60PLATES ARE MANUFACTURED BY EAGLE METALPRODUCTS, ICC-ES #ESR-1082.ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO INACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.6' SPANREACTIONS:MAX. VERTICAL: 180 LBS.MAX. UPLIFT: -150 LBS.NOTE:TRUSS MAY BE USED ON BUILDING LENGTHSUP TO 12FT UNLESS CEILING JOIST OR OTHERTENSION TIE IS PROVIDED.8' SPANREACTIONS:MAX. VERTICAL: 240 LBS.MAX. UPLIFT: -195 LBS.NOTE:TRUSS MAY BE USED ON BUILDING LENGTHSUP TO 14FT UNLESS CEILING JOIST OR OTHERTENSION TIE IS PROVIDED.10' SPANREACTIONS:MAX. VERTICAL: 300 LBS.MAX. UPLIFT: -250 LBS.NOTE:TRUSS MAY BE USED ON BUILDING LENGTHSUP TO 16FT UNLESS CEILING JOIST OR OTHERTENSION TIE IS PROVIDED.12' SPANREACTIONS:MAX. VERTICAL: 405 LBS.MAX. UPLIFT: -290 LBS.NOTE:TRUSS MAY BE USED ON BUILDING LENGTHSUP TO 20FT UNLESS CEILING JOIST OR OTHERTENSION TIE IS PROVIDED.MAXIMUM DEFLECTION (12 FT. SPAN)VERT LL: 0.06 in.VERT TL: 0.08 in.26 JAN 2022This item has been digitally signed and sealed by Richard Wills, PE. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
ACC22-0035By Mike Jones at 3:59 pm, Dec 16, 2022REVIEWED FOR CODE COMPLIANCE
ACC22-0035
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $241.50
ACC22-0035 Address: 600 JASMINE ST APN: 170919 0540 $241.50
BUILDING $75.00
BUILDING PERMIT 455-0000-322-1000 0 $75.00
BUILDING PLAN REVIEW $37.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50
PUBLIC WORKS PLAN REVIEW $25.00
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE SURCHARGES $4.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING PLAN REVIEW $100.00
ZONING REVIEW SINGLE AND TWO FAMILY
USES 001-0000-329-1003 0 $100.00
TOTAL FEES PAID BY RECEIPT: R21937 $241.50
Printed: Tuesday, December 27, 2022 4:01 PM
Date Paid: Tuesday, December 27, 2022
Paid By: TUFF SHED INC
Pay Method: CREDIT CARD 777197554
1 of 1
Cashier: TG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R21937