HomeMy WebLinkAboutPlanID_34886_TSR7-812 160 MPH-e450eebd (1) MANUFACTURED STORAGE SHED
STOST_UCTNE RALEN INEERS C FOR SHEDS UP TO 8'X12' 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 MIAMI-DADE NOA AND FL
SHEET INDEX PRODUCT APPROVAL WITH HVHZ DESIGN REQUIREMENTS
MIAMI-DADE NOA: BUILDING CODE 2017 FBC, 6TH EDITION
ELECTRICAL CODE 2014 NEC NFPA 70
SHEET 1 - GENERAL DESIGN REQUIREMENTS 1. PRIMESOURCE BUILDING PRODUCTS RING SHANK NAILS- MIAMI BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED
DADE NOA#17-0821.08 OR APPROVED EQUIVALENT. MANUFACTURER TUFF SHED INC.
SHEET 2 - FLOOR DESIGN 2. ECO WINDOW SYSTEMS, LLC WINDOWS - MIAMI-DADE NOA AGENCY TOPLINE ENGINEERING, LLC
#17-1102.22 OR APPROVED EQUIVALENT. AGENCY PLAN NUMBER TRS7-812
SHEET 3 -WALL DESIGN 3. PRIMESOURCE BUILDING PRODUCTS TIN CAPS - MIAMI-DADE NOA CONSTRUCTION TYPE V-B
#16-1129.01 OR APPROVED EQUIVALENT. FIRE PROTECTION B
SHEET 4 - ROOF DESIGN 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
GENERAL NOTES 7. NOA#16-0811.11 OR APPROVED EQUIVALENT. FIRE RATING OF EXTERIOR WALLS 0
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 30 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 96 FT' MAX
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. DESIGNED FOR HURRICANE PUBLIC SHELTER NO
HEIGHT REQUIREMENTS 3. SIMPSON H2.5A HURRICANE TIE - FLORIDA BUILDING APPROVAL
5. BUILDINGS 400 SQ-FT OR GREATER ARE REQUIRED TO MEET THE #FL10456 OR APPROVED EQUIVALENT. ENCLOSURE: ENCLOSED
6'-8" DOOR HEIGHT 4. SMART VENT PRODUCTS, INC- FLORIDA BUILDING APPROVAL
6. ALL WINDOWS AND DOORS TO MEET THE MINIMUM LISTED #FL5822 OR APPROVED EQUIVALENT. RISI<CATEGORY: 1
SPECIFICATIONS REQUIRED BY THE FLORIDA BUILDING CODE 5. GULF COAST SUPPLY& MANUFACTURING, LLC- FLORIDA
7. GUTTERS ARE TO BE SITE INSTALLED PER LOCAL AUTHORITY BUILDING APPROVAL#FL11651.23 OR APPROVED EQUIVALENT. IMPORTANCE FACTOR, Iv: 1.00
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 21
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 5)
INTERNAL PRESSURE COEFFICIENT: ±0.18
MODULES PER BUILDING: 1
Drawn B : PK TITLE DRAWING NO. TUFF SHED - FT. LAUDERDALE THESE DRAWINGS AND THE �uututm„
y TUFF SHED INC.
TUFF SHE D 1919 NW 19TH STREET DESIGN ARE THE PROPERTY This item has been electronically the
signed and sealed _
Date: 2/8/19 TSR7-812 OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT by Richard Wills,PE.On the date shown using
SHEET INDEX SUITE 301 DRAWINGS ARE FORA Digital Signature. No.76635
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
g g g NOA& FL APPROVAL REV. LEVEL 00 AND BUILT BY TUFF SHED. signed and sealed and the signature must be g o;
TUFF SHED, MFG. FACILITIES C
RWILLS&TUFFSHED.COM S....of
ANY OTHER USE IS verified on any electronic copies. �G90.�;•.�<onioP:•�Q���
DESIGN REQUIREMENTS SHEET 1777 S. HARRISON STREET '/i,Fssi'. ........
FORBIDDEN BY BOTH TUFF
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 #TSR7-812 160 MPH 7 MAR 2019
MAX 12'-0" LONG
,,f,�t TOP LINE ENGINEERING,LLC
STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
TREATED 2X6
FLAT SKID, TYP
P.T 2XIS (NOT STRUCTURAL-
LU
@ 24" 01C. MAX IFOR SHIPPING
o PURPOSES ONLY)
q T-0"
0o _
8'-0" MAX
(2)TREATED 2X6
BLOCK ABOVE
SKIDS AT EACH
END, TYP
ANGLE BRACKET TO BE
I Vi
q SITE INSTALLED WITH
N TYPICAL ANCHOR
TREATED 3/4"T&G FLOOR
DECKING ATTACHED ATTACH ALL FLOOR TREATED 2X6 BLOCKS
WITH .113"0 X 2 3/8" JOISTS TO RIM JOISTS AT 4 CORNERS ATTACHED
HOT DIPPED GALVANIZED WITH (3) .113"0 X 3" HOT WITH (6) .113"0 X 3" HOT WALL ASSEMBLY
RING SHANK NAILS AT DIPPED GALVANIZED DIPPED GALVANIZED
6" O.C. ON THE EDGE AND RING SHANK NAILS RING SHANK NAILS
12" O.C. IN THE FIELD FLOOR ASSEMBLY
OWOOD SHED BASE DETAIL
SCALE: 1/2"=P-0' 17 BRACKET DETAIL
L TYP AT 4 CORNERS
SCALE:N.T.S.
Drawn By: PK TITLE DRAWING NO. TUFF SHED - FT. LAUDERDALE THESE DRAWINGS AND THE TUFF SHED INC. 2
1919 NW 19TH STREET DESIGN ARE THE PROPERTY This item has been electronically signed and sealed ��P\GNARD
TUFF SHED Date' 2/8/19 TSR7-812 OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT by Richard Wills,PE.On the date shown using a F'•.,
FLOOR FRAMING PLAN SUITE 301 DRAWINGS ARE FOR A Digital Signature. No.76g35
Storage Buildings & Garages Scale: SEE DETAILS REV. LEVEL 00 FT. LAUDERDALE FL 33311 BUILDING TO BE SUPPLIED RICHARD J. WILLS P.E. Printed copies of this document are not considered
FLOOR SHEATHING & NAILING AND BUILT BY TUFF SHED. signed and sealed and the signature must be i 0 BTgTE OF
TUFF SHED, MFG. FACILITIES @
SHEET ANY OTHER USE IS RWILLS TUFFSHED.COM verified on any electronic copies. 9•., Q
2 FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET ����;,SS�oriigiF.NG�`��.�
SHED AND THE ENGINEER OF DENVER,COLORADO 80210
PAGE 2 OF 4 RECORD (303)753-8833 EXT. 96315
7 MAR 2019
2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-812 160 MPH
WALL FRAMING TO BE SPF STUD GRADE OR BETTER AT 16"O.C. DOUBLE TOP PLATE
1. ALTERNATIVE USE PRESSURE TREATED SPF IN FLOOD ZONES --CRIPPLES (IF REQ.) DOUBLE TOP PLATE
WALL FRAMING NAILING - REFERENCE FBC 6TH EDITION (2017)TABLE 2324.1: CRIPPLES (IF REQ.)
HEADER HEADER
1. TOP OR SOLE PLATE TO STUD, END NAIL: (2) 16d NAILS S TOP LINE ENGINEERING,LLC KING STUD
2. TOP PLATE TO TOP PLATE: 16d NAILS AT 16"OC _40STRUCTURAL ENGINEERS KING STUD
3. TOP PLATES, WHEN LAPPED AT CORNERS: 2) 16d NAILS
4. SOLE PLATE TO FLOOR: 16d NAILS AT 16"OC William E. Neary, III 2x4 WINDOW SILL TRIMMER
SHEAR WALL NAILING NOTES: SMP-51, SMI-79, ICC 5185040 BASE PLATE
1. FOR 3/8" SMARTSIDE OR 7/16"OSB, USE 0.131"O X 2%2" HOT DIPPED GALVANIZED 10649 Oakview Pointe Terrace �L5 BASE PLATE
COMMON NAILS Gotha, Florida 34734 FLOOR DECKING
1.1. NAILING: EDGE-@ 3"O.C.
FIELD-@ 6"O.C. FLOOR DECKING
2. FOR THERMO-PLY BLUE, USE ROOFING NAILS (MIN. 0.120"O X 1%4"WITH A%" HEAD)
2.1. NAILING: EDGE AND FIELD-@ 3"OC WINDOW FRAMING DETAIL 2 DOOR FRAMING DETAIL
3. NO SINGLE OPENING GREATER THAN 4'-0" SCALE: N.T.S. SCALE:N.T.S.
4. 8'WIDE X 8'-12' LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM. THE END
WALL OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY SHEATHED WITH
NO OPENINGS OTHER THAN GABLE VENT AS SHOWN. DOOR/WINDOW HEADER SCHEDULE
12 Q 6 MAX WINDOW MUST BE WALLS A AND C (END WALLS)
2 MIN
CENTERED ON THE WALL OPENINGS UP TO 4'-0" USE (2)2x4 SPF#2
OPTIONAL TYP WALL SHEATHING OPTIONS: WALLS B AND D (SIDEWALLS)
4 MAX
XE WINDOW 3/8"SMARTSIDE OPENINGS UP TO 3'-0" USE (2)2x4 SPF#2
DOOR P TO 3'WIDE 3/8"SMARTSIDE WITH FOIL BACKER
7/16"OSB
THERMO-PLY BLUE
FLOOD VENTS
(IF APPLICABLE)
FLOOD VENT INFORMATION STUDS
8'-0" 8'-0"TO 12'-0" (IF APPLICABLE):
SHEATHING
SMART VENT PRODUCTS INC, FLOOD VENTS III
WALL A ELEVATION WALL B ELEVATION FLORIDA BUILDING APPROVAL#FL5822.1-R5.
SCALE:3/16"=1'-0" SCALE:3/16"=1'-0" PROPOSED SHED III
12 SIZE (SQ. FT.) 2 VENT MINIMUM III III VENT OPENING BETWEEN
REQUIREMENT ADEQUATE WALL STUDS. VENT
2 MIN�6 MAX 64 FOR UP TO 400 SQ. FT. PER III III SECURED TO SHEATHING
80 MANUFACTURER/STATE III II AS PER MANUFACTURER'S
96 APPROVAL III III INSTRUCTIONS
OPTIONAL WINDOW IF IN FLOOD ZONE, USE PRESSURE TREATED III
PTO3'WIDE FRAMING
BASE PLATE
---".—FLOOD VENTS 4) SCALE: DETAIL
(IF APPLICABLE)
SCALE:N.T.S.
8'-0"TO 12'-0"
WALL C ELEVATION WALL D ELEVATION
SCALE:3/16"=T-0" SCALE:3/16"=1'-0"
Drawn By- PK TITLE DRAWING NO. THESE DRAWINGS AND THE \��tuwnmf
y TUFF SHED - FT. LAUDERDALE TUFF SHED,INC. ARD
TUFF SHED DESIGN ARE THE PROPERTY This item has been electronically signed and sealed ` \O'� 'E N w�<
Date: 2/8/19 TSR7-812 1919 NW 19TH STREET OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT by Richard Wills,PE.On the date shown using a
WALL FRAMING DRAWINGS ARE FOR Digital Signature. No.76835 =
SUITE 301 =*` *
Storage Buildings & Garages Scale: SEE DETAILS BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. Printed copies of this document are not considered
b b g REV. LEVEL 00 FT. LAUDERDALE, FL 33311 signed and sealed and the signature must be c
ELEVATIONS AND BUILT BY TUFF SHED. �.o
TUFF SHED, MFG. FACILITIES C�
ANY OTHER USE IS RWILLS TUFFSHED.COM verified on any electronic copies. 9. STATE OF 'Q
HEADER DETAILS SHEET 1777 S. HARRISON STREET ''o�Fss.............
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF DENVER,COLORADO 80210
VENT DETAILS PAGE 3 OF 4 RECORD (303)753-8833 EXT. 96315
2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-812 160 MPH 7 MAR 2019
TOE NAIL WITH(3)
3X4 20 GA 16d NAILS,(2)ONE
4'-0" SIDE,(1)OTHER
PEACH SIDE TRUSS NOTES: RAFTER SIDE
12 FBC, 6TH EDITION (2017)
2 MIN ANSI/TPI 1-2014
6 MAX TRUSSES TO BE SPACED @ 24"OC
MATERIAL TO BE 2X4 SPF GRADE#2 OR BETTER
PLATES ARE TO BE PRESSED IN THE
WOOD PER TPI. SIMPSON H2.5A
HURRICANE TIE AT EACH
LID MEMBER INCREASE: YES END OF TRUSS, INSTALL PER
`N LUMBER D.O.L.: 1.15 MANUFACTURER'S SPECIFICATIONS
8' SPAN WALL TOP PLATES
REACTIONS: WIND:
MAX. VERTICAL: 320 LBS. ASCE 7-10, 160 mph, Exposure C, D.O.L.=1.60 ,STOP LINE ENGINEERING,LLC SIDING
STRUCTURAL ENGINEERS
MAX. UPLIFT: -327 LBS. (MWFRS) William E. STUDS
Near
MAX. DEFLECTION: y III TRUSS TO WALL
VERT LL-0.06 IN SMP-51, SMI-79, ICC 5185040 2
VERT TL-0.08 IN CONNECTION DETAIL
10649 Oakview Pointe Terrace SCALE: N.T.S.
Gotha, Florida 34734
COMMON TRUSS
12'-0" MAX
— — — — — — — — — — — — — — —
— — — ROOF SHEATHING ROOF SHEATHING
- - - - - - — — — - - - — — -I - 7/16" OSB -7/16"OSB
RUSSES Cc -7/16" OSB WITH FOIL ALL FASTENERS FBC 1517.5 -7/16" OSB WITH FOIL ALL FASTENERS FBC 1517.5
\
2'-0" 4" OC MAX - 19/32"CDX PLYWOOD - 19/32" CDX PLYWOOD ROOF UNDERLAYMENT
CLASS'A' SHINGLES ROOF UNDERLAYMENT METAL ROOF NAIL WITH TINCAPS
I I NAIL WITH TINCAPS
0 5 .
Q i O
_RIDGE
LINE iW EV EV
— HORIZONTAL PANEL HORIZONTAL PANEL
OJ DRIP EDGE EDGEWISE BLOCKING FLASHING EDGEWISE BLOCKING
REFERENCE NAILING NOTES REFERENCE NAILING NOTES
BELOW BELOW
OROOF ASSEMBLY ROOF ASSEMBLY
DETAIL FOR SHINGLES ® DETAIL FOR METAL
SCALE: N.T.S. SCALE:N.T.S.
WALL TOP PLATE ROOF SHEATHING NAILING NOTES:
OROOF FRAMING PLAN
SCALE:3/8"=r_13„ 1. USE 0.113"0 X 2%" HOT DIPPED GALVANIZED RING SHANK NAILS
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. TUFF SHED - FT. LAUDERDALE THESE DRAWINGS AND THE Ulttttltttt�//
TUFF SHE D y DESIGN ARE THE PROPERTY TUFF SHED,INC. This item has been electronically signed and sealed _ ```p��GNpRD
Date: 2/8/19 TSR7-812 1919 NW 19TH STREET OF TUFF SHED,INC. THESE ENGINEERING DEPARTMENT by Richard Wills,PE.On the date shown using a o
Q\''�`C
TRUSS DETAIL SUITE 301 DRAWINGS ARE FOR A Digital Signature. N..7WW —_
Scale: SEE DETAILS -*° �*
Storage Buildings & Garages REV. LEVEL 00 FT. LAUDERDALE, FL 33311 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. Printed copies of this document are not considered = I
ROOF FRAMING PLAN AND BUILT BY TUFF SHED. signed and sealed and the signature must be y
TUFF SHED, MFG. FACILITIES CG
SHEET RWILLS TUFFSHED.COM verified on any electronic copies. �9•. sT"re oc
TRUSS ATTACHMENT ANY OTHER USE IS ////'�/�5 <OgIDP•.\���Q��
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET
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 #TSR7-812 160 MPH 7 MAR 2019