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Manufactured(Modular)Buildings Menu>Plan Search>Plan >Plan Detail =RECEIVED
Plan Tracking# 34889 Code Version 2017
Building Type Storage Sheds Municipal Jail NoManufacturer Tuff Shed,Inc..
Agency Top Line Engineering,LLC
Agency Plan# TSR7-8125 160 MPH
School District
Contract Agency
Construction Type V-B
IA
Fire Protection B
Fire Suppression System No FRUEw
Occupancy Utility-Misc.
Allowable#of Stories 1
Wind Velocity 160 mph Exposure C
Fire Rating of Exterior Walls 0 hrs
Area Live-psf Dead-psf
Maximum Floor Load 55 55 10
Alternate Maximum Floor Load
Roof Load 30 10
"R"Rating of Floor,Wall,and Roof 0,0,0
Modules per Building 1
Square Footage 150 Sq. Ft.
Approved for Hurricane Protection Usage No
Designed for use as a Hurricane Public Shelter No
Comments Residential Lawn Storage Shed New Construction for
submittal please.W. Neary,III Plans Examiner(SMP-51).
Thank you!
Original Plan Tracking #
Date of Agency Approval 03/04/2019
Date Submitted 03/05/2019
Date Accepted 03/12/2019
Status Accepted
Date j Attached File
03/05/2019 PlanID 34889 TSR7-8125 160 MPH COVER LETTER-a8283361-Ddf
03/11/2019 PI_anID 34889 TSR7-812S 160 4PH-9661aab3.pdf
Cancel Plan Reviews
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cop_y�r ght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Manufactured(Modular)Buildings Accepts:
® eClir'k
https://www.floridabuilding.org/mb/mb_pub_Plan_dtl.aspx?param=OgQwMGULGpxldgyl5JSEA4B3nl Q%2f2OGXBCZzCvIKUWhQgXl Ffk6%2bT3faG... 1/2
f
TOP LINE ENGINEERING LLC
STRUCTURAL ENGINEERS
T<t`>E
March 4, 2019
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Road
Building C
Tallahassee, Florida 32399-6563
RE: Plan Approval
Tuff Sheds, Inc.
Plan #TSR7-812S 160 MPH
Dear Mr. Campbell,
Per the requirements of the Florida Department of Business and Professional
Regulations,the above referenced plans have been reviewed for compliance with:
2017 Florida Building Code, 6th Edition J
2014 National Electrical Code (NFPA-70)
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file with Topline Engineering,
LLC.
All mandatory comments have been satisfied and plans are approved for
construction by a currently approved modular building manufacturer.
If you have any questions or require my assistance in any way, please do not
hesitate to contact me.
Thank you.
Res ectfully,
William E. Neary, Il
Business Partner
Topline Engineering, LLC
BILL.TLE@yahoo.com
10649 Oakview Pointe Terrace•Gotha• FL 34734•Phone(407)421-4037• Projects.TLE@yahoo.com
FL Certificate of Authorization 31785
MANUFACTURED STORAGE SHED
-I�iS1.�T055HT7Z`LTE1 �RNTRSLLC FOR SHEDS UP TO 8'X12' FOOTPRINT AND UP TO T WALL HEIGHT
William E.Neary,III ROOF PITCH BETWEEN 2:12 AND 6:12
SMP-51,SMI-79,ICC 5185040
10649 Oakview Pointe Terrace MIAMI-DADE NOA AND FL
Gotha,Florida 34734
PRODUCT APPROVAL WITH HVHZ DESIGN REQUIREMENTS
SHEET INDEX MIAMI-DADENOA: 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
DADENOA#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 TRS7-812S
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 8
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
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 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 FT2
FROM WINDBORNE DEBRIS IMPACT STANDARDS 2. LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190 APPROVED FOR HURRICANE PROTECTION USAGENO
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.
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. RISK 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: 1.00 I
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) !j
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 SO FT) -80/+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) I
INTERNAL PRESSURE COEFFICIENT: +/-0.18
MODULES PER BUILDING: 1
THESE DRAWINGS AND THE u��1p W"p,JI '
Drawn By:PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE TUFF SHED,INC. HAgR,Wjy,J
TUFF SHED DESIGN ARE THE PROPERTY TM° ° °e�oM°W aa°M w�°a
Date 2/8/19 TSR7-8125 1919 NW 19TH STREET OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT ^rRw°.e'x+avEa,ubnem.rom�rea e•
oywsre�wre. //�',�
' SHEET INDEX SUITE 301 DRAWINGS ARE FORA
Scale:SEE DETAILS BUILDING TO BE SUPPLIED ;�wewrv°%ameaau°mar°rotmnseerea 1 t
Storage Buildings&Garages REV.LEVEL Do FT.LAUDERDALE,FL 33311 RICHARD J.WILLS,P.E. "d11Ily
NOA&FL APPROVAL AND BUILT BY TUFF SHED. RWILLS@TUFFSHED.COM °°"Ae°°"°^Y°°'°^"`°v'°
TUFF SHED,MFG.FACILITIES ANY OTHER USE IS
DESIGN REQUIREMENTS SHEET ^ FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET aiuu"i1nm�°c
I SHED AND THE ENGINEER OF DENVER,COLORADO 80210 it
PAGE 1 OF 4 RECORD (303)753-8833 EXT.96315 II
7 MAR 2019
2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-812S 160 MPH
Ili
MAX 12'-0"LONG d
�C��rJEERING,LLC
t M EN INEMS
William E.Neary,III
SMP-51,SMI-79,ICC 518SO40
10649 Oakview Pointe Terrace
Gotha,Florida 34734
TREATED 2X6
FLAT SKID,TYP
'L P.
6 (NOT STRUCTURAL-
0
� @ 24" C.MAX FOR SHIPPING
c 4PURPOSES ONLY)
20 20 r r T-0"
8'-0"MAX
(2)TREATED 2X6
BLOCKABOVE
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
TREATED 3/4"T&G FLOOR q SITE INSTALLED WITH
DECKING ATTACHED ATTACH ALL FLOOR TREATED 2X6 BLOCKS TYPICAL ANCHOR
WITH.113"X 2 3/8" JOISTS TO RIM JOISTS AT 4 CORNERS ATTACHED
HOT DIPPED GALVANIZED WITH(3).113"X 3"HOT WITH(6).113"X 3"HOT
RING SHANK NAILS AT DIPPED GALVANIZED DIPPED GALVANIZED
6"O.C.ON THE EDGE AND RING SHANK NAILS RING SHANK NAILS WALL ASSEMBLY
12"O.C.IN THE FIELD
FLOOR ASSEMBLY
OWOOD SHED BASE DETAIL
SGLE:tIY•1.8
OBRACKET DETAIL
6GLE:N.TA
Drawn B PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE THESE DRAWINGS AND THE otn"1100 i,
TUFF SHED Y TUFF SHED,INC. µ......W
DESIGN ARE THE PROPERTY Tni°n°m n°s°e°"eraN de"°e""a ceei°a -�e�:t�".I
TSR7-812S 1919 NW 19TH STREET pFTUFF SHED,INC.THESE ENGINEERING DEPARTMENT o-Nmumwm.Pea ueam°.n°wNusM° ? •' ••s'U
Date: 2/8/19 oreeksywm°.
FLOOR FRAMING PLAN SUITE 301 DRAWINGS ARE FOR * `"
Scale:SEE DETAILS BUILDING TO BE SUPPLIED Pn"weood°°tume°a.nam°�me°wa°roa a
Storage Buildings&Garages REV.LEVEL oo FT.LAUDERDALE,FL 33311 RICHARD J.WILLS,P.E.
FLOOR SHEATHING&NAILING AND BUILT BY TUFF SHED. RWILLS@TUFFSHED.COM °^Ao°°"° °°�°"°°°°'°' ? f'i°"iP• &
TUFF SHED,MFG.FACILITIES
SHEET ANY OTHER USE IS 1777S.HARRISON STREET ���i,�39/p"HAl Et1Gph C,
FORBIDDEN BY BOTH TUFF ��nmu0pn�
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 #TSR7-812S 160 MPH I
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 %F� ING STUD
2. TOP PLATE TO TOP PLATE:16d NAILS AT 16"OC KING STUD
3. TOP PLATES,WHEN LAPPED AT CORNERS:(2)16d NAILS
4. SOLE PLATE TO FLOOR:16d NAILS AT 16"OC 2x4 WINDOW SILL TRIMMER
SHEAR WALL NAILING NOTES: BASE PLATE
INE ENGINEERING,LLC BASE PLATE
1. FOR 3/8"SMARTSIDE OR 7/16"OSB,USE ad(0.131"O X 2Y2")COMMON NAILS "U."AL BNGINdLRS FLOOR DECKING
az
1.1. NAILING:EDGE- 3"O.C.
FIELD- 6"O.C. William E.Neary,III FLOOR DECKING
2. FOR THERMO-PLY BLUE,USE ROOFING NAILS(MIN.0.120"0 X 1Y4"WITH A%"HEAD) SMP-51,SMI-79,ICC 5185040
2.1. NAILING:EDGE AND FIELD-@3"OC WINDOW FRAMING DETAIL DOOR FRAMING DETAIL
3. NO SINGLE OPENING GREATER THAN 4'-0" 10649 Oakview Pointe Terrace O IG4E.NT8 2 sa O NTs
4. 8'WIDE X 8'-12'LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM.THE SIDE Gotha,Florida 34734
WALL OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY SHEATHED WITH
NO OPENINGS OTHER THAN GABLE VENT AS SHOWN. DOORNVINDOW HEADER SCHEDULE
3 2�M�Ian WALLS A AND C END WALLS
OPENINGS UP TO 4'-0"USE(2)2x4 SPF#2
OPTIONAL WINDOW MUST BE CENTERED PTIO TYP WALL SHEATHING OPTIONS: WALLS B AND D(SIDEWALLS)
IMNDOw ON THE WALL. 4'WIIDDe zazD 3/8"SMARTSIDE OPENINGS UP TO T-0"USE(2)2x4 SPF#2
P 707 WID DOOR N 3/e"SMARTSIDE WITH FOIL BACKER
7/16"OSB
THERMO-PLY RED
FLOOD VENTS NOTE:
(IF APPLICABLE) DOOR CENTERED ON WALLS UP
TO 10'-0"LONG.12'LONG WALL FLOOD VENT INFORMATION
6'-W I B'-0"7012-0' I CAN HAVE OPTIONALZX2' STUDS
(- WINDOWNEXTTODOOR. (IF APPLICABLE): SHEATHING
SMART VENT PRODUCTS INC, FLOOD VENTS III
WALL A ELEVATION WALL B ELEVATION FLORIDA BUILDING APPROVAL#FL5822.1-R5.
SCALE:3179'=1'-0' SCALE:3/16'=1'-0'
PROPOSED SHED III II VENT OPENING BETWEEN
12 SIZE(SQ.FT.) REQUIREMENT ADEQUAT2 VENT MINIMUM III III WALL STUDS.VENT
Q6 MAX 64 OR UP TO 400 Q.FT.PEE III III SECURED TO SHEATHING
80 MANUFACTURER/STATE III I AS PER MANUFACTURER'S
WINDOW MUST BE CENTERED 96 APPROVAL III III INSTRUCTIONS
OPTIONAL ON THE WALL.
li;ii
WNDow IF IN FLOOD ZONE,USE PRESSURE TREATED
P TO T"D FRAMING
BASE PLATE
FLOOD VENTS O VENT DETAIL
(IF APPLICABLE)
_ 8-0" _I I_ 81-DI TO 1Z.0"
WALL C ELEVATION WALL D ELEVATION
SCALE:3116'=1'-0' SCALE:3/16'"1'-0'
Drawn B- PK TITLE DRAWING NO. THESE DRAWINGS AND THE `10"1111111/111
TUFF 5]{E D Y TUFF SHED-FT.LAUDERDALE TUFF SHED,INC. '\
DESIGN ARE THE PROPERTY TNI Item hes dee.I—m y:toed e,a aeatad o.et„
Date: 2/8!19 TSR7-812S 1919 NW 19TH STREET OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT byRkheNN/a.,vE.Onthe deteelrnmuie,6e
WALL FRAMING SUITE 301 DRAWINGS ARE FOR A "gitel sre"z°"e'
Stora a Buildin s&Gara es Scale:SEE DETAILS BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. Pdnleae plesotallmwmenI=hot=sldeme
g g g REV.LEVEL 00 FT.LAUDERDALE,FL 33311 91pedandwelede"dthesipatummustbe
ELEVATIONS AND BUILT BY TUFF SHED. y11
TUFF SHED,MFG.FACILITIES RWILLS�a TUFFSHED.COM vented on eny elecv"nk mDiea. i„�.„%1 oa,o"/'�:
SHEET ^ ANY OTHER USE IS 1777 S.HARRISON STREET ••.�Si......p�tx o
HEADER DETAILS K SHED AND THE EOTH TUFF /,1j1aNAILtEttlp\\\\
V SHED AND THE ENGINEER OF DENVER,COLORADO 80210
VENT DETAILS RECORD (303)753-8833 EXT.96315
PAGE 3 OF 4
7 MAR 2019
2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-812S 160 MPH
3X4 20 GA TRUSS NOTES: TOE NAIL WITH(3)
4'-0" PLATES 16d NAILS,(2)ONE
1 EACH SIDE FBC,6TH EDITION(2017) SIDE,(1)OTHER
12 ANSI/TPI1-2014 SIDE
2 MIN TRUSSES TO BE SPACED @ 24"OC RAFTER
Q6 MAX MATERIAL TO BE 2X4 SPF
GRADE#2 OR BETTER
PLATES ARE TO BE PRESSED IN THE
8'-0" WOOD PER TPI.
ugi REP MEMBER INCREASE:YES -�C L TOPTOP LIN��,N INEERING,LLO SIMPSON H2.6A -
a LUMBER D.O.L.:1.25 l-�i''TV�1�i unA�EN�INEkFs END OFT TRUSS,INSTICANE TIE AT EACH
ALL PER
8'SPAN William E.Neary,III MANUFACTURER'S SPECIFICATIONS
REACTIONS: WIND: SMP-51,SMI-79,ICC 5185040 WALL TOP PLATES
MAX.VERTICAL:320 LBS. ASCE 7-10,160 mph,Exposure C,D.O.L=1.60 10649 Oakview Pointe Terrace
MAX.UPLIFT:-327 LBS. Gotha,Florida 34734 SIDING
MAX.DEFLECTION:
VERT LL-0.06 IN sruos
VERT TL-0.08 IN n TRUSS TO WALL
L CONNECTION DETAIL
9GLE:N.TS.
COMMON TRUSS
12'-0"MAX
--- --- ---T
-- --- ROOF SHEATHING
_ ——— ROOF SHEATHING
-- --- -- --- --- --� -7/16"OSB
USSES 7/16"OSB WITH FOOIB ALL FASTENERS FBC 1517.5 -7116"OSB WITH FOIL ALL FASTENERS FBC 1517.5
2'-0" OC M I -19/32"CDX PLYWOOD -19/32"COX PLYWOOD
CLASS W SHINGLES ROOF UNDERLAYMENT METAL ROOF NAIL WITH TINCAPS UNDERLAYMENT
w NAIL WITH TINCAPS
a
I
_RIDGE
4 LINE
c I wI HORIZONTAL PANEL HORIZONTAL PANEL
I DRIP EDGE EDGEWISE BLOCKING FLASHING EDGEWISE BLOCKING
� I
REFERENCE NAILING NOTES REFERENCE NAILING NOTES
BELOW BELOW
ROOF ASSEMBLY ROOF ASSEMBLY
--- --- --- --- ---L
O DETAIL FOR SHINGLES ® DETAIL FOR METAL
9GYE:N.T.9. 6GLLE:-S.
WALL TOP PLATE ROOF SHEATHING NAILING NOTES:
OROOF FRAMING PLAN
swF:vo-.ra 1.USE 0.113"0 X 2%"HOT DIPPED GALVANIZED RING SHANK NAILS
ROOF SLOPE VARIES FROM 2/12 TO 6112 2.NAILING:FIELD-@ 6"D.C.
TUFF 5}{E D Drawn By: PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE THESE DRAWINGS AND THE TUFF SHED,INC. O\oNHp?O W
1919 NW 19TH STREET DESIGN ARE THE PROPERTY TN,9e,Ms nem,We—xsq sy"ed eaa wWW p,�•:[
TSR7-8125 OF TUFF SHED.INC.THESE ENGINEERING DEPARTMENT EyP -d=',PE-0,Iftdetetla"nusnea Q •��°''
Date: 2/8119 D191a�sgnaMa. ssa�s
TRUSS DETAIL SUITE 301 DRAWINGS ARE FORA
Storage Buildings&Garages Scale:SEE DETAILS FT.LAUDERDALE,FL 33311 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. Primed wpies°imisd—fare nm was dared 3 * �
g g g ROOF FRAMING PLAN REV.LEVEL 00 AND BUILT BY TUFF SHED. d9pea aaa seawepe ne sgsa9se m°sr ee
TUFF SHED,MFG.FACILITIES ANY OTHER USE IS RWILLS TUFFSHED.COM .armed°"wyaiearemc espies. ig
TRUSS ATTACHMENT SHEET FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET '' ,$NAI ENO\
\II
SHED AND THE ENGINEER OF DENVER,COLORADO 80210 bNi°Nn�rroi
ROOF ASSEMBLY PAGE 4 OF 4 RECORD (303)753-8833 EXT.96315
2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-8125 160 MPH 7 MAR 2019