HomeMy WebLinkAboutPlanID_37371_TSR7-1015S 160 MPH-20-ef8a653d MANUFACTURED STORAGE SHED
�T' TOPS LINE TRUCTURAL
ENGINEERING, C FOR SHEDS UP TO 1 0'X1 5' FOOTPRINT AND UP TO 7' WALL HEIGHT
��, STRUCTURAL ENGINEERS
William E. Neary, III ROOF PITCH BETWEEN 2: 12 AND 6: 12
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
SHEET INDEX DESIGN REQUIREMENTS GENERAL NOTES
BUILDING CODE 2020 FBC, 7TH EDITION 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE
ELECTRICAL CODE 2017 NEC, NFPA 70 GOVERNED BY LOCAL JURISDICTION.
SHEET 1 - GENERAL DESIGN REQUIREMENTS BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED 2.BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY
MANUFACTURER TUFF SHED INC. 3.THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS R101.4.2.4,
SHEET 2 - FLOOR DESIGN AGENCY TOP LINE ENGINEERING, LLC R402.1.
AGENCY PLAN NUMBER TSR7-1015S 4.REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS
SHEET 3 -WALL DESIGN CONSTRUCTION TYPE V-B TO MEET CODE.
FIRE PROTECTION B 5. ALL LUMBER FOR CONSTRUCTION WILL BE#2 SPF EXCEPT AS NOTED.
SHEET 4 - ROOF DESIGN FIRE SUPPRESSION SYSTEM NO 6. GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITY HAVING
OCCUPANCY UTILITY JURISDICTION AND PERMITTING REQUIREMENTS.
NUMBER OF OCCUPANTS 0 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS PER
ALLOWABLE#OF STORIES 0 THE APPROVED PLANS AND THE FLORIDA BUILDING CODE.
WIND VELOCITY 160 MPH EXPOSURE C 8.IN ACCORDANCE WITH FBC 1609.1.2, "STORAGE SHEDS THAT ARE NOT
FIRE RATING OF EXTERIOR WALLS 0 DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720
FLOOR LIVE LOAD 55 PSF SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE
FLOOR DEAD LOAD 10 PSF MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE".
SHED MANUFACTURER SHALL HAVE A LIST OF ALL REQUIRED ROOF LIVE LOAD 30 PSF 9.IN ACCORDANCE WITH FBC 1010.1.1, EXCEPTION (10.) BUILDINGS THAT ARE
PRODUCTS THAT NEED FLORIDA STATE APPROVAL AVAILABLE FOR ROOF DEAD LOAD 10 PSF 400 SQ-FT OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION
3RD PARTY INSPECTOR AND REVIEW BY E.O.R. FOR COMPLIANCE "R" RATING OF FLOOR, WALL, AND ROOF R-0, R-0, R-0 WITH ONE-AND TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO THE
WITH WIND LOADS. MODULES PER BUILDING 1 DOOR HEIGHT AND WIDTH REQUIREMENTS OF THIS CODE. STRUCTURES
SQUARE FOOTAGE 150 FT2 400 SQ-FT OR MORE SHALL HAVE AN 80" MINIMUM DOOR.
APPROVED FOR HURRICANE PROTECTION USAGE NO 10. IN ACCORDANCE WITH FLORIDA STATUTE 553.80 (1)D, LAWN STORAGE
DESIGNED FOR HURRICANE PUBLIC SHELTER NO BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF
NOT APPROVED FOR HVHZ THE DEPARTMENT ARE NOT SUBJECT TO 553.842 (FLORIDA PRODUCT
APPROVALS) BUT SHALL MEET THE DESIGN WIND LOAD REQUIREMENTS OF
ENCLOSURE: ENCLOSED THE 2020 FBC 7TH EDITION.
11. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF
RISK CATEGORY: 1 WALL STUDS, TRUSSES, CHORDS, ETC. TO HELP SECURE THESE MEMBERS,
PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE WITH ANY OF
IMPORTANCE FACTOR: 1.00 THE EXISTING BREAKS/BENDS IN THE STRAP.
COMPONENT AND CLADDING: ROOF: -31/+19 PSF (ZONE 1) 12. AS PER FBC SECTION 1626.1EXCEPTION (F): STORAGE SHEDS THAT ARE
WIND PRESSURE (PSF) (ASD VALUES) -53/+19 PSF (ZONE 2) NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA
(BASED ON 10 SQ FT) -79/+19 PSF (ZONE 3) OF LESS THAN 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY
WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS
***Please note:Any questions regarding local permitting should be directed to the Manufacturer. WALL: -36/+34 PSF (ZONE 4) CODE.
The Manufacturer's contact information can be found in the title block of the plans. -45/+34 PSF (ZONE 5)
INTERNAL PRESSURE COEFFICIENT: +/-0.18
MODULES PER BUILDING: 1
Drawn By: PK TITLE DRAWING NO. TUFF SHED -TAMPA THESE DRAWINGS AND THE TUFF SHED INC.
TUFF SHED 512 J ETTON ST. DESIGN ARE THE PROPERTY This item has been electronically signed and sealed ` ..
Date: 11/10/2020 TSR7- 1015S OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT by Richard Wills,PE.On the date shown using a ?' Ss'�s'�
SHEET INDEX TAMPA, FL 33619 DRAWINGS ARE FORA Digital Signature. No 76W5
Storage Buildings & Garages Scale: SEE DETAILS BUILDING TO BE SUPPLIED RICHARD J.WILLS, P.E. Printed copies of this document are not considered
g g g REV. LEVEL 00
NOA& FL APPROVAL AND BUILT BY TUFF SHED. g g �.oi
TUFF SHED, MFG. FACILITIES RWILLS@TUFFSHED.COM signed and sealed and the signature must be
STATE OF
verified on any electronic copies. i 9••., •@
SHEET ANY OTHER USE IS ///a�'`<ORIOP•'.`�
DESIGN REQUIREMENTS FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET
SHED AND THE ENGINEER OF DENVER, COLORADO 80210
PAGE 1 OF 4 RECORD (303)753-8833 EXT. 96315
2020-12-08 TOP LINE ENGINEERING APPROVAL PLAN # TSR7-1015S 160 MPH-20***NOT HVHZ APPROVED 14 DEC 2020
MAX 15'-0" LONG
0T_ TOP LINE ENGINEERING,LLC
STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
NOT APPROVED FOR HVHZ
TREATED 2X6
FLAT SKID, TYP
wp P.T. 2X6 (NOT STRUCTURAL-
3: 24" O.C. MAXFOR SHIPPING
0 o PURPOSES ONLY)
o 7'-0"
X
Q
10'-0" MAX
(2)TREATED 2X6
BLOCK ABOVE
SKIDS AT EACH EACH 2'-0" BLOCK MUST BE
END, TYP INSTALLED WITH (2) ROWS
OF 10d NAILS @ 3" O.C.
ANGLE BRACKET TO BE
q SITE INSTALLED WITH
N TYPICAL ANCHOR
TREATED 3/4"T&G FLOOR
DECKING ATTACHED ATTACH ALL FLOOR WALL ASSEMBLY
WITH .113"X 2 3/8" JOISTS TO RIM JOISTS TREATED 2X6 BLOCKS
HOT DIPPED GALVANIZED WITH (3) .113"X 3" HOT AT 4 CORNERS ATTACHED
RING SHANK NAILS AT DIPPED GALVANIZED WITH (6) .113"X 3" HOT FLOOR ASSEMBLY
6" O.C. ON THE EDGE AND RING SHANK NAILS DIPPED GALVANIZED
12" O.C. IN THE FIELD RING SHANK NAILS
O WOOD SHED BASE DETAIL (:�)
BRACKET DETAIL
SCALE:N.T.S. SCALE: N.T.S.
Drawn B PK TITLE DRAWING NO. THESE DRAWINGS AND THE ��p�t1101t°tf�n/,
Y TUFF SHED - TAMPA TUFF SHED,INC. This item has been electronicallysigned and sealed
TUFF SHE D DESIGN ARE THE PROPERTY by Richard Wills,PE.On the date shown using a
Date: 11/10/2020 TSR7- 1015S 512 JETTON ST. of TUFF SHED,INC. THESE ENGINEERING DEPARTMENT
DRAWINGS ARE FOR Digital Signature.
FLOOR FRAMING PLAN TAMPA FL 33619 g g -*; "°'
es s ezz
Stora Buildings & Garages Scale: SEE DETAILS BUILDING TO BE SUPPLIED RICHARDJ. WILLS P.E. Printed copies of this document are not considered s I
g g g FLOOR SHEATHING & NAILING REV. LEVEL 00 signed and sealed and the signature must be
TUFF SHED, MFG. FACILITIES AND BUILT BY TUFF SHED. @ verified on an electronic copies. 9.. STATE OF .Q
RWILLS TUFFSHED.COM y ///�iP'•�<ORIOP;�����
SHEET n ANY OTHER USE IS 1777 S.HARRISON STREET
L FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF DENVER,COLORADO 80210
PAGE 2 OF 4 RECORD (303)753-8833 EXT. 96315
14 DEC 2020
2020-12-08 TOP LINE ENGINEERING APPROVAL PLAN # TSR7-1015S 160 MPH-20***NOT HVHZ APPROVED
WALL FRAMING TO BE SPF STUD GRADE OR BETTER AT 16"O.C.
1. ALTERNATIVE USE PRESSURE TREATED SPF IN FLOOD ZONES
WALL FRAMING NAILING - REFERENCE FBC 7TH EDITION (2020)TABLE 2324.1: _T<t<�t TOP LINE ENGINEERING,LLC -- DOUBLE TOP PLATE
STRUCTURAL ENGINEERS RS CRIPPLES IF REQ. DOUBLE TOP PLATE
1. TOP OR SOLE PLATE TO STUD, END NAIL: (2) 16d NAILS ( ) _------ CRIPPLES (IF REQ.)
2. TOP PLATE TO TOP PLATE: 16d NAILS AT 16"OC William E. Neary, III
3. TOP PLATES, WHEN LAPPED AT CORNERS: (2) 16d NAILS HEADER HEADER
4. SOLE PLATE TO FLOOR: 16d NAILS AT 16"OC SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace KING STUD KING STUD
SHEAR WALL NAILING NOTES: Gotha, Florida 34734
2x4 WINDOW SILL TRIMMER
1. FOR 3/8"SMARTSIDE OR 7/16" OSB, USE 8d (0.131"O X 2 Y2") COMMON NAILS BASE PLATE
1.1. NAILING: EDGE -@ 3"O.C.
FIELD -@ 6"O.C.
2.2 1. THERMO-PLY BLUE,NAILING: EDGE AND FIELD @ 3I OC AILS (MIN. 0.120"O X 1)/4"WITH A%" HEAD) NOT APPROVED FOR HVHZ FLOOR DECKING BASE PLATE
3. NO SINGLE OPENING GREATER THAN 4'-0" --- FLOOR DECKING
4. 10'WIDE X 10'-15' LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM.THE
SIDE WALL OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY SHEATHED
WITH NO OPENINGS OTHER THAN GABLE VENT AS SHOWN. WINDOW FRAMING DETAIL O DOOR FRAMING DETAIL
SCALE: N.T.S. SCALE'. N.T.S.
12
4 MIN
Q8 MAX DOOR/WINDOW HEADER SCHEDULE
WALLS A AND C (END WALLS)
OPTIONAL 4'WIDE PTIONA TYP WALL SHEATHING OPTIONS: OPENINGS UP TO T-0" USE (2)2x4 SPF#2
WINDOW MAX 2020 3/8"SMARTSIDE
P TO 3'WID DOOR IWINDOVI 3/8"SMARTSIDE WITH FOIL BACKER
7/16"OSB
THERMO-PLY RED WALLS B AND D (SIDEWALLS
HEO- )
NOTE: OPENINGS UP TO 4'-0" USE (2)2x4 SPF#2
FLOOD VENTS DOOR CENTERED ON WALLS UP
(IF APPLICABLE) TO 10'-0"LONG. 12'TO 15'LONG
WALL CAN HAVE OPTIONAL 2'X2'
10'-0" _ 1U-0"TO 15-0" WINDOW NEXT TO DOOR.
I
WALL A ELEVATION WALL B ELEVATION
SCALE:3/16"=1'-0" SCALE:3/16"=1'-O"
FLOOD VENT INFORMATION STUDS
12 (IF APPLICABLE): SHEATHING
4 MIN
Q8 MAX SMART VENT PRODUCTS INC, FLOOD VENTS I I
FLORIDA BUILDING APPROVAL#FL5822-R7. I I I III
PROPOSED SHED VENT OPENING BETWEEN
2 VENT MINIMUM III III WALL STUDS.VENT
OPTIONAL SIZE (SQ. FT.)WINDOW REQUIREMENT ADEQUATE III III SECURED TO SHEATHING
P TO 3'WID 100 FOR UP TO 400 SQ. FT. PER
120 MANUFACTURER/STATE AS PER MANUFACTURER'S
150 APPROVAL
III INSTRUCTIONS
FLOOD VENTS IF IN FLOOD ZONE, USE PRESSURE TREATED
(IF APPLICABLE) I FRAMING BASE PLATE
10'-0" 10'-0"TO 15'-0"
WALL C ELEVATION WALL D ELEVATION (4) VENT DETAIL
SCALE:N.T.S.
SCALE:3/16"=1'-0" SCALE:3/16"=1'-0"
Drawn By: PK TITLE DRAWING NO. TUFF SHED - TAMPA THESE DRAWINGS AND THE TUFF SHED INC.
TUFF SHE D 512 �ETTON ST. DESIGN ARE THE PROPERTY This item has been electronically signed and sealed ``�� �GNPR�W!<�s��i/'
Date: 11/10/2020 TSR7- 1015S OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT by Richard Wills,PE.On the date shown using a _ s •.
WALL FRAMING TAMPA, FL33619 DRAWINGS ARE FORA Digital Signature. N..76835
Storage Buildings & GaragesScale: SEE DETAILS BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. Printed copies of this document are not considered
g g ELEVATIONS REV. LEVEL 00 AND BUILT BY TUFF SHED. signed and sealed and the signature must be
ANY OTHER a;
TUFF SHED, MFG. FACILITIES RWILLS@TUFFSHED.COM STATE of
SHEET USE IS verified on any electronic copies. %90 .,�4 o R I
HEADER DETAILS FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET �i�Fs�•..._...•NG��`�O
SHED AND THE ENGINEER OF DENVER,COLORADO 80210 //Jill I tm"
VENT DETAILS PAGE 3 OF 4 RECORD (303)753-8833 EXT. 96315
14 DEC 2020
2020-12-08 TOP LINE ENGINEERING APPROVAL PLAN # TSR7-1015S 160 MPH-20***NOT HVHZ APPROVED
TOE NAIL WITH(3)
3X4 20 GA PLATES TRUSS NOTES: 16d NAILS,(2)ONE
5-0" FBC, 7TH EDITION (2020) SIDE, 1 OTHER
1 EACH SIDE ( )
ANSI/TPI 1-DITIA<�&T�QPLIINE ENGINEERING,LLC SIDE
12 TRUSSES TO BE SPACED @ 24"OC STUCTURAL ENGINEERS RAFTER
2 MIN MATERIAL TO BE 2X4 SPRUCE PINE FIR William E. Neary, III
�6 MAX GRADE#2 OR BETTER SMP-51, SMI-79, ICC 5185040
PLATES ARE TO BE PRESSED IN THE
WOOD PER TPI. 10649 Oakview Pointe Terrace
e 1
10'-0" Gotha, Florida 34734
REP MEMBER INCREASE: YES SIMPSON H2.5A
"' LUMBER D.O.L.: 1.15 HURRICANE TIE AT EACH
c1l 10'SPAN END OF TRUSS, INSTALL PER
REACTIONS: MANUFACTURER'S SPECIFICATIONS
MAX. VERTICAL:400 LBS. WIND:
MAX. UPLIFT: -395 LBS. ASCE 7-16, 160 mph, Exposure C, D.O.L.=1.60 WALL TOP PLATES
MAX. DEFLECTION: SIDING
VERT LL-0.06 IN
VERT TL-0.08 IN NOT APPROVED FOR HVHZ STUDS
COMMON TRUSS O 15'-0" MAX TRUSS TO WALL
1
CONNECTION DETAIL
SCALE: N.T.S.
I I
TRUSSES I ROOF SHEATHING ROOF SHEATHING
I 2'-0" 4" OC M I -7/16"OSB -7/16"OSB
I -7/16" OSB WITH FOIL ALL FASTENERS FBC 1517.5 -7/16"OSB WITH FOIL ALL FASTENERS FBC 1517.5
- 19/32"CDX PLYWOOD - 19/32" CDX PLYWOOD
W I CLASS 'A'SHINGLES ROOF UNDERLAYMENT METAL ROOF ROOF UNDERLAYMENT
O I NAIL WITH TINCAPS NAIL WITH TINCAPS
a C-nj
RIDGE I
o LINE w —0-
0 I HORIZONTAL PANEL HORIZONTAL PANEL
I U I EDGEWISE BLOCKING FLASHING EDGEWISE BLOCKING
DRIP EDGE
I
REFERENCE NAILING NOTES REFERENCE NAILING NOTES
BELOW BELOW
3 ROOF ASSEMBLY DETAIL 4 O ROOF ASSEMBLY SCALE N.T.S O DETAIL FOR METAL
— J SCALE: N.T.S.
ROOF SHEATHING NAILING NOTES:
WALL TOP PLATE
ROOF FRAMING PLAN 1. USE 0.113"0 X 2%" HOT DIPPED GALVANIZED RING SHANK NAILS
SCALE:3'8"-'`°° 2. NAILING: EDGE -@ 4"O.C.
ROOF SLOPE VARIES FROM 2/12 TO 6/12 FIELD -@ 6" O.C.
Drawn B PK TITLE DRAWING NO. THESE DRAWINGS AND THE
y: TUFF SHED -TAMPA DESIGN ARE THE PROPERTY TUFF SHED,INC. This item has been electronically signed and sealed ���`P�GNARDtW�������//
TUFF SHE D TSR7- 1015S 512 J ETTON ST. OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT b Richard Wills,PE.On the date shown using aE IV
Date: 11/10/2020 TRUSS DETAIL Digital Signature.
TAMPA, FL 33619 DRAWINGS ARE FOR A N..76sas =_
Storage Buildings & Garages Scale: SEE DETAILS BUILDING TO BE SUPPLIED RICHARD J. WILLS,P.E. Printed copies of this document are not considered = * *=
g g g ROOF FRAMING PLAN REV. LEVEL 00 AND BUILT BY TUFF SHED. signed and sealed and the signature must be � ` +
RWILLS TUFFSHED.COM STATE OF
TUFF SHED, MFG. FACILITIES � verified on any electronic copies. 9�., 'Q-
TRUSS ATTACHMENT SHEET ^ ANY OTHER USE IS %o� (Oaio?;.•F�
L.` FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET �ii�Ss�
f DENVER,COLORADO 80210 ��������u..1,10
SHED AND THE ENGINEER OF
ROOF ASSEMBLY PAGE 4 OF 4 RECORD (303)753-8833 EXT. 96315
14 DEC 2020
2020-12-08 TOP LINE ENGINEERING APPROVAL PLAN # TSR7-1015S 160 MPH-20***NOT HVHZ APPROVED