HomeMy WebLinkAboutPlanID_34890_TSR7-1015 160 MPH-63c6bc17 MANUFACTURED STORAGE SHED
�E TOP LINEENGINEE� � � �NG'LL� FOR SHEDS UP TO 10 X15 FOOTPRINT AND UP TO 7 WALL HEIGHT
STRUCTURAL EN G INEERS
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 MIAMI-DADE NOA AND FL
SHEET INDEX PRODUCT APPROVAL WITH HVHZ DESIGN REQUIREMENTS
MIAMI-DADE NOA: BUILDING CODE 2017 FBC, 6TH EDITION
SHEET 1 - GENERAL DESIGN REQUIREMENTS ELECTRICAL CODE 2014 NEC NFPA 70
1. PRIMESOURCE BUILDING PRODUCTS RING SHANK NAILS - MIAMI BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED
SHEET 2- FLOOR DESIGN DADE NOA#17-0821.08 OR APPROVED EQUIVALENT. MANUFACTURER TUFF SHED INC.
2. ECO WINDOW SYSTEMS, LLC WINDOWS- MIAMI-DADE NOA AGENCY TOPLINE ENGINEERING, LLC
SHEET 3-WALL DESIGN #17-1102.22 OR APPROVED EQUIVALENT. AGENCY PLAN NUMBER TRS7-1015
3. PRIMESOURCE BUILDING PRODUCTS TIN CAPS- MIAMI-DADE NOA CONSTRUCTION TYPE V-B
SHEET 4- ROOF DESIGN #16-1129.01 OR APPROVED EQUIVALENT. FIRE PROTECTION B
4. GAF ROOF UNDERLAYMENT- MIAMI-DADE NOA#18-0119.15 OR FIRE SUPPRESSION SYSTEM NO
APPROVED EQUIVALENT. OCCUPANCY UTILITY
5. GAF STARTER STRIP SHINGLE - MIAMI-DADE NOA#15-0922.05 OR NUMBER OF OCCUPANTS 0
APPROVED EQUIVALENT. ALLOWABLE#OF STORIES 0
6. GAF ASPHALTIC SHINGLES - MIAMI DADE NOA#18-0123.06 AND WIND VELOCITY 160 MPH EXPOSURE C
NOA#16-0811.11 OR APPROVED EQUIVALENT. FIRE RATING OF EXTERIOR WALLS 0
GENERAL NOTES 7. GAF RIDGE VENT- MIAMI-DADE NOA#18-0619.02 OR APPROVED FLOOR LIVE LOAD 55 PSF
EQUIVALENT. FLOOR DEAD LOAD 10 PSF
1. BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ROOF LIVE LOAD 20 PSF
ONLY FLORIDA BUILDING APPROVAL NUMBERS WITH HVHZ- ROOF DEAD LOAD 10 PSF
2,BUILDINGS ARE EXEMPT FROM THE FBC ENERGY "R" RATING OF FLOOR, WALL,AND ROOF R-0, R-0, R-0
CONSERVATION CODE PER SECTION R101.4.2. 1. TUFF SHED, INC DOORS - FLORIDA BUILDING APPROVAL#FL22202 MODULES PER BUILDING 1
3.BUILDINGS 0 SQ-FT TO 719 SQ-FT ARE EXEMPT OR APPROVED EQUIVALENT. SQUARE FOOTAGE 150 FT2
FROM WINDBORNE DEBRIS IMPACT STANDARDS 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL#FL9190 APPROVED FOR HURRICANE PROTECTION USAGE NO
4.BUILDINGS 0 SQ-FT TO 399 SQ-FT ARE EXEMPT FROM DOOR OR APPROVED EQUIVALENT. IDESIGNED FOR HURRICANE PUBLIC SHELTER NO
HEIGHT REQUIREMENTS 3. SIMPSON H2.5A HURRICANE TIE- FLORIDA BUILDING APPROVAL
5.BUILDINGS 400 SO-FT OR GREATER ARE REQUIRED TO MEET THE #FL10456 OR APPROVED EQUIVALENT.
6'-8" DOOR HEIGHT
4. SMART VENT PRODUCTS, INC- FLORIDA BUILDING APPROVAL ENCLOSURE: ENCLOSED
6. ALL WINDOWS AND DOORS TO MEET THE MINIMUM LISTED #FL5822 OR APPROVED EQUIVALENT.
SPECIFICATIONS REQUIRED BY THE FLORIDA BUILDING CODE
5. GULF COAST SUPPLY& MANUFACTURING, LLC- FLORIDA RISK CATEGORY: 1
7. GUTTERS ARE TO BE SITE INSTALLED PER LOCAL AUTHORITY BUILDING APPROVAL#FL11651.23 OR APPROVED EQUIVALENT. IMPORTANCE FACTOR: 1.15
HAVING JURISDICTION AND PERMITTING
8.FOUNDATION PLANS ARE NOT PART OF THESE PLANS ARE ICC ESR REPORT WITH FLORIDA APPROVAL SUPPLEMENT WITH HVHZ- COMPONENT AND CLADDING: ROOF: -31/+19 PSF (ZONE 1)
LOCALLY DESIGNED AND APPROVED BY THE AUTHORITY HAVING WIND PRESSURE (PSF) (ASD VALUES) -53/+19 PSF (ZONE 2)
JURISDICTION 1. EAGLE METAL TRUSS CONNECTOR PLATES- ICC ESR-1082 FBC (BASED ON 10 SQ FT) -79/+19 PSF (ZONE 3)
9.NO ELECTRICAL PANEL IN BUILDINGS AS SUCH DATA PLATES SUPPLEMENT
AND INSIGNIAS WILL BE FASTENED TO THE INTERIOR OF THE WALL: -36/+34 PSF (ZONE 4)
DOOR HEADER ON ALL BUILDINGS. -45/+34 PSF (ZONE 51
INTERNAL PRESSURE COEFFICIENT: +/-0.18
MODULES PER BUILDING: 1
Drawn By: PK TITLE DRAWING NO. TUFF SHED - FT. LAUDERDALE THESE DRAWINGS AND THE \\utuut°°tnii�,
TUFF SHED DESIGN ARE THE PROPERTY TUFF SHED,INC. This item has been electronically signed and sealed
TSR7- 1015 1919 NW 19TH STREET OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT by Richard Wills,PE.On the date shown using a �` P'I c E NSF•�S��
Date: 2/8/19 Digital Signature. � r+o.76835
SHEET INDEX SUITE 301 DRAWINGS ARE FORA
Storage Buildings & Garages Scale: SEE DETAILS FT. LAUDERDALE FL 33311 BUILDING TO BE SUPPLIED RICHARD J.WILLS P.E. Printed copies of this document are not considered
b NOA& FL APPROVAL REV. LEVEL 00 , > signed and sealed and the signature must be �; zz
AND BUILT BY TUFF SHED.
nfi:
UFF SHED, MFG. FACILITIES RWILLS@TUFFSHED.COM verified on any electronic copies. %�'•• 'STATE of
SHEET ANY OTHER USE IS °off.•�oai......
DESIGN REQUIREMENTS FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET 8pryl�VmNG��\``\`
SHED AND THE ENGINEER OF DENVER,COLORADO 80210
PAGE 1 OF 4 RECORD (303)753-8833 EXT. 96315
2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-1015 160 MPH 7 MAR 2019
MAX 15'-0" LONG
^r' TOP LINE ENGINEERING, LLC
Z, STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
TREATED 2X6
FLAT SKID, TYP
o P.T. 2X6 (NOT STRUCTURAL-
24"O.C. MAXFOR SHIPPING
0 o PURPOSES ONLY)
x `` I 7'-0"
a
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
6" O.C. ON THE EDGE AND RING SHANK NAILS DIPPED GALVANIZED FLOOR ASSEMBLY
12" O.C. IN THE FIELD RING SHANK NAILS
OWOOD SHED BASE DETAIL O BRACKET DETAIL
SCALE:N.T.S. SCALE: N.T.S.
THESE
Drawn B PK TITLE DRAWING NO. TUFF SHED - FT. LAUDERDALE DESIGN AREhis item has been electronically signed and sealed ``\\`\CNIP��iittfw/C
Y TUFF SHED,INC..NGS AND THE RIf �.
TUFF SHE D ENGINEERING DEPARTMENT
Date: 2/8/19 TSR7- 1015 1919 NW 19TH STREET OF TUFF SHED, INC. THESE by Ric Signature.PE.On the date shown using a :` 76835
FLOOR FRAMING PLAN DRAWINGS ARE FOR A =*
Storage Buildings & Garages Scale: SEE DETAILS SUITE 301 BUILDING TO BE SUPPLIED RICHARD J. WILLS P.E. signed and isealed this documentsignature
must considered
g g g FLOOR SHEATHING&NAILING REV. LEVEL 00 FT. LAUDERDALE, FL 33311 AND BUILT BY TUFF SHED. signed and sealed and Ironic signature must be STATE OE ;
TUFF SHED, MFG. FACILITIES @ verified on an electronic copies. %9'•.,
RWILLS TUFFSHED.COM y p �oP,:
SHEET n ANY OTHER USE IS :, F•......
L FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET �i�i�SS�ONAiFENG`\`����
/11
SHED AND THE ENGINEER OF DENVER,COLORADO 80210
PAGE 2 OF 4 RECORD (303)753-8833 EXT.96315
2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-1015 160 MPH 7 MAR 2019
WALL FRAMING TO BE SPF STUD GRADE OR BETTER AT 16"O.C.
1. ALTERNATIVE USE PRESSURE TREATED SPF IN FLOOD ZONES
+T_ TOP LINE ENGINEERING, LLC
WALL FRAMING NAILING -REFERENCE FBC 6TH EDITION (2017)TABLE 2324.1: L STRUCTURAL ENGINEERS DOUBLE TOP PLATE
1. TOP OR SOLE PLATE TO STUD, END NAIL: (2) 16d NAILS William E. Neary, III CRIPPLES (IF REQ.) DOUBLE TOP PLATE
2. TOP PLATE TO TOP PLATE: 16d NAILS AT 16"OC SMP-51, SMI-79, ICC 5185040 --------CRIPPLES (IF REQ.)
3. TOP PLATES, WHEN LAPPED AT CORNERS: (2) 16d NAILS HEADER HEADER
4. SOLE PLATE TO FLOOR: 16d NAILS AT 16"OC 10649 Oakview Pointe Terrace
SHEAR WALL NAILING NOTES: Gotha, Florida 34734 KING STUD KING STUD
2x4 WINDOW SILL TRIMMER
1. FOR 3/8" SMARTSIDE OR 7/16"OSB, USE 8d (0.131"O X 2%2")COMMON NAILS BASE PLATE
1.1. NAILING: EDGE-@ 3"O.C.
FIELD-@ 6"O.C.
2. FOR THERMO-PLY BLUE, USE ROOFING NAILS (MIN. 0.120"O X %"WITH A%" HEAD) BASE PLATE
2.1. NAILING: EDGE AND FIELD-@ 3"OC FLOOR DECKING
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 END
WALL OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY SHEATHED WITH O WINDOW FRAMING DETAIL O DOOR FRAMING DETAIL
NO OPENINGS OTHER THAN GABLE VENT AS SHOWN.
SCALE:N.T.S. SCALE: N.T.S.
12
2 MIN�6 MAX DOOR/WINDOW HEADER SCHEDULE
WALLS A AND C (END WALLS)
OPTIONAL TYP WALL SHEATHING OPTIONS: OPENINGS UP TO 4'-0" USE (2)2x4 SPF#2
DOOR
WINDOW 3/8"SMARTSIDE
DOOR PTO 3'WID 3/8"SMARTS DE WITH FOIL BACKER
7/16"OSB
THERMO-PLY RED WALLS B AND D (SIDEWALLS
HEO- )
OPENINGS UP TO T-0" USE (2)2x4 SPF#2
FLOOD VENTS
(IF APPLICABLE)
10'-01, 10'-0"TO 15'-0"
WALL A ELEVATION WALL B ELEVATION
SCALE:3/16"=1'-0" SCALE:3/16"=1'-0"
FLOOD VENT INFORMATION STUDS
12 (IF APPLICABLE): SHEATHING
2 MIN
Q 6 MAX SMART VENT PRODUCTS INC, FLOOD VENTS
FLORIDA BUILDING APPROVAL#FL5822-R7. III I I I
PROPOSED SHED 2 VENT MINIMUM VENT OPENING BETWEEN
III III WALL STUDS. VENT
OPTIONAL SIZE (SQ. FT.) REQUIREMENT ADEQUATE
WINDOW III III SECURED TO SHEATHING
PTOTWID 100 FOR UP TO 400 SQ. FT. PER
I II AS PER MANUFACTURER'S
120 MANUFACTURER/STATE III III INSTRUCTIONS
150 APPROVAL I I I
FLOOD VENTS IF IN FLOOD ZONE, USE PRESSURE TREATED
(IF APPLICABLE) FRAMING BASE PLATE
10'-0"TO 15-0"
(4) VENT DETAIL
WALL C ELEVATION WALL D ELEVATION SCALE:N.T.S.
SCALE:3/16"=T-0" SCALE:3/16"=1'-0"
Drawn B PK TITLE DRAWING NO. THESE DRAWINGS AND THE
Y TUFF SHED - FT. LAUDERDALE DESIGN ARE THE PROPERTY TUFF SHED'INC. This item has been electronically signed and sealed NCR I'w.</s�i
TUFF SHED TSR7- 1015 1919 NW 19TH STREET OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT b Richard Wills,PE.On the date shown using a s/Date: 2/8/19 WALL FRAMING D .
SUITE 301 DRAWINGS ARE FOR Digital Signature. o.7se35
RICHARD J.WILLS,P.E. Printed co
Storage Buildings & Garages Scale: SEE DETAILS BUILDING TO BE SUPPLIED — * _
b � g ELEVATIONS REV. LEVEL 00 FT. LAUDERDALE, FL 33311 pies of this document are not considered
AND BUILT BY TUFF SHED. signed and sealed and the signature must be
TUFF SHED, MFG. FACILITIES CG
SHEET ANY OTHER USE IS RWILLS TUFFSHED'COM verified on any electronic copies. i 9.• STATE OF 2
HEADER DETAILS FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET
SHED AND THE ENGINEER OF DENVER,COLORADO 80210 °4jO/011,",IIvIoN
VENT DETAILS PAGE 3 OF 4 RECORD (303)753-8833 EXT.96315
7 MAR 2019
2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-1015 160 MPH
TOE NAIL WITH(3)
3X4 20 GA PLATES TRUSS NOTES: 16d NAILS,(2)ONE
5'-0" 1 EACH SIDE FBC, 6TH EDITION (2017) SIDE,(1)OTHER
ANSI/TPI 1-2007 SIDE
12 TRUSSES TO BE SPACED @ 24"OC RAFTER
4 MIN MATERIAL TO BE 2X4 SPRUCE PINE FIR
6 MAX GRADE#2 OR BETTER
PLATES ARE TO BE PRESSED IN THE
WOOD PER TPI. ,mot TOP LINE ENGINEERING,LLC
10'-01, STRUCTURAL ENGINEERS
REP MEMBER INCREASE:YES William E. Neary, III HURRICANE IEOAT EACH
LO
N 10'SPAN LUMBER D.O.L.: 1.25 SMP-51, SMI-79, ICC 5185040 END OF TRUSS,INSTALL PER
REACTIONS: MANUFACTURER'S SPECIFICATIONS
MAX. VERTICAL: 300 LBS. WIND: 10649 Oakview Pointe Terrace
MAX. UPLIFT: -395 LBS. ASCE 7-10, 160 mph, Exposure C, D.O.L.=1.60 Gotha, Florida 34734 WALL TOP PLATES
MAX. DEFLECTION: SIDING
VERT LL-0.06 IN
VERT TL-0.08 IN STUDS
15'-0" MAX
COMMON TRUSS O TRUSS TO WALL
2
CONNECTION DETAIL
SCALE: N.T.S.
- - - - - - - - - - - - - - - - - - - - - - - -
� I
TRUSSES I ROOF SHEATHING ROOF SHEATHING
� 2'-0" 4" OC MA 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
w0 i CLASS 'A'SHINGLES ROOL WITH T L A SENT METAL ROOF ROOF NDNAIL WITHT NCAPSEN
NAIINQ n
RIDGE I
o w — LINE
o 0 I HORIZONTAL PANEL HORIZONTAL PANEL
EDGEWISE BLOCKING EDGEWISE BLOCKING
DRIP EDGE FLASHING
I
REFERENCE NAILING NOTES REFERENCE NAILING NOTES
BELOW BELOW
I 3 ROOF ASSEMBLY DETAIL 4 O ROOF ASSEMBLY SCALE N.T.S O DETAIL FOR METAL
— J SCALE:N.T.S.
WALL TOP PLATE ROOF SHEATHING NAILING NOTES:
1 ROOF FRAMING PLAN 1. USE 0.113"0 X 2%" HOT DIPPED GALVANIZED RING SHANK NAILS
SCALE 3/8"=P 2. NAILING: EDGE -@ 4"O.C.
FIELD -@ 6"O.C.
THESE NGS AND THE
Drawn By: PK TITLE DRAWING NO. TUFF SHED - FT. LAUDERDALE DESIGN ARE TIHE PROPERTY y g `o\%.\ARD'�°�/.,,�
TUFF SHE D TUFF SHED'INC. This item has been electronically signed and sealed _ J G..• - ••./ —
TSR7-1015 1919 NW 19TH STREET OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT by Richard Wills,PE.On the date shown using a
Date: 2/8/19 TRUSS DETAIL Digital Signature. " N.76835
SUITE 301 DRAWINGS ARE FOR A =* * *_
Storage Buildings & Garages Scale: SEE DETAILS BUILDING TO BE SUPPLIED RICHARD J. WILLS P.E. Printed copies of this document are not considered c y
g ROOF FRAMING PLAN REV. LEVEL 00 FT. LAUDERDALE FL 33311 signed and sealed and the signature must be
AND BUILT BY TUFF SHED. verified on any electronic copies. scars of Q
TUFF SHED, MFG. FACILITIES
RWILL TUFFSHED. M
ANY OTHER USE IS '�-"'r <oai........
.
SHEET 1777 S.HARRISON STREET ''�iiSSIONA
TRUSS ATTACHMENT FORBIDDEN BY BOTH TUFF Il�NG�`�\`�
SHED AND THE ENGINEER OF DENVER,COLORADO 80210
ROOF ASSEMBLY PAGE 4 OF 4 RECORD (303)753-8833 EXT. 96315
2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-1015 160 MPH 7 MAR 2019