HomeMy WebLinkAbout06- BUILDING PLANSRigid Frame Deflection Limit (Seis)
65Wind Bent Deflection Limit (Seis)
CODES
IBC 18
AISC10
NAUS07
2.50
20.00
0.50
12
Yes
IBC 18
110
1.00
B
Closed
1.00
D
1.306
11.26
10.92
Building Code
Hot Rolled Structural Code
Cold Formed Structural Code
GENERAL LOADS
Dead Load (DL)
Live Load (LL)
Collateral Load (CL)
Rigid Frame Live Load
Tributary Live Load Reduction
SNOW LOAD
Ground Snow, Pg
Snow Importance Factor
Snow Pf min = Pg * Is Pf min (psf) =
Snow Terrain Category
Snow Roof Exposure, Ce
Snow Thermal Coefficient (Ct)
Snow Exposure
Snow Thermal
Roof Slope, RS (deg)
Sloped Roof Factor, Cs
WIND LOADS
Wind code
Wind Speed V3s
Wind Importance Factor
Wind Exposure Category
Wind Enclosure
Occupancy / Risk Category
SEISMIC
Seismic Importance Factor
Seismic Design Category, SDC (Zone)
Site Class
Spectral Response Coeffecients (Sds)
Spectral Response Coeffecients (Sd1)
Mapped Response (Short), Ss
Mapped Response (1 sec.), S1
Seismic Coefficient Aa, Ca, Za
Total Seismic Base Shear: Longitudinal
Total Seismic Base Shear: Transverse
Site Coeff (Short), Fa
Site Coeff (1 sec.), Fv
Approx. Period (Moment), Ta
Approx. Period (Brace), Ta
Max. Design Response (Short), Sms 1.3060
Max. Design Response (1 sec.), Sm1
0.2573
0.1600
65
17.5000
II Normal
D
0.5290
1.3060
0.7935
0.8707
0.5290
1.0000
1.5000
25.0000
1.0000
1.00
1.00
C
1.00
0
20.0000
1.0000
NOTES
BUILDING SPECIFICATIONS
The Structure under this Contract has been Designed and
Detailed for the Loads and Conditions stipulated in the
Contract and shown on these Drawings. Any alterations to
the structural system or removal of any component parts, or
the addition of other construction materials or loads must be
done under the advice of a Registered Civil/Structural
Engineer. Star State Steel LLC will assume no
responsibility for any loads not indicated.
BUILDERS RESPONSIBILITIES
The builder must secure all required approvals and permits
from the appropriate agency as required. Approval of SSS
drawings and calculations indicates that SSS has correctly
interpreted and applied the requirements of the contract
drawings and specifications. (Sect. 4.2.1 AISC Code of
Standard Practice, 9th Edition. Where discrepancies exist
between the SSS Structural Steel Plans and the plans of
other trades, the Structural Steel Plans will govern. (Sect.
33 AISC Code of Standard Practice, 9th Edition). Design
considerations of any materials in the structure which are
not furnished by SSS are the responsibility of the builder
and Engineers other than SSS Engineering unless
specifically indicated. The builder is responsible for all
erection of steel and associated work in compliance with
Star State Steel LLC "Construction Drawings".
WARNING: In no case should Galvalume steel panels be
used in conjunction with lead or copper. Both lead and
copper have harmful corrosive effects on the Galvalume
alloy coating when they are in contact with Galvalume steel
panels. Even run-off from copper flashing, wiring, or tubing
onto Galvalume should be avoided.NOTES: APPLIES TO ALL ELEVATIONS1. Do not cut, remove or relocate girts or x-bracing. No additional openings allowed without written approval fromStar State Steel LLC.2. Hardware such as windows, overhead doors, and associated attachments that are supplied by 3rd parties musthave the same level of wind resistance as wall panels.3. Workers shall not have their weight on frames or individual columns until they have been properly secured withgirts and cross bracing.The Building described in these calculations was designed according to the following specifications.1. Hot rolled sections and built up components have been designed in accordance with: 2010 Specification forStructural Steel Buildings, AISC "American Institute of Steel Construction" 14th Ed.2. Cold formed components have been designed in accordance with: North American Specification for the Design ofCold-Formed Steel Structural Members.AISI "American Iron and Steel Institute" AISI S100-12 and AISI S240-15,North American Standard for Cold-Formed Steel Structural Framing, 2015 Edition, .:HOGLQJKDVEHHQDSSOLHGLQDFFRUGDQFHZLWK ''06WUXFWXUDO:HOGLQJ&RGH²6WHHOUG(GLWLRQ$:6"American Welding Society" 2015 Edition.4. International Building Code, ICC "International Code Council"STAR STATE STEEL
ENGINEERED BUILDING SOLUTIONS
ENGINEERED BUILDING SOLUTIONS
DRAWING INDEX
ISSUE PAGE DESC.
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Cover Sheet
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering Seal
Certification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOB
ADDR.
CUST.
ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
CS1 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.
7423 HOLLOW RIDGE DR.
HOUSTON, TX 77095
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
GENERAL NOTES
Fabrication shall be in accordance with Star State Steel standard practices and in compliance with the
applicable sections, relating to design requirements and allowable stresses of the latest edition of the
"AWS Structural Welding Code" D 1.1 and D 1.1M
PRIMER
Shop Primer paint is a rust inhibitive primer, which meets the end performance of Federal
Specification TT-P-636 and is Red Oxide color. This paint is not intended for long-term exposure to
the elements. Star State Steel is not responsible for any deterioration of the shop primer paint as a result of
improper handling and/or storage. Star State Steel shall not be responsible for any field applied paint and/or
coatings. (Section 6.5 AISC Code of Standard Practice 9th Edition). Normal thickness of primer shall
be 1 mil unless otherwise specified in Contract Documents.
GALVANIZED OR SPECIAL COATINGS
See Contract Documents.
ALL BOLTS ARE 0' 0-1/2" DIA. X 0'-1" A307 EXCEPT:
a) Eave strut connection - 1/2" x 0'-1-1/2" A307
b) End wall rafter splice - 5/8" x 0'-1-3/4" A325-N
d) Main frame connections - SEE CROSS SECTION
A325 BOLT TIGHTENING REQUIREMENTS
All high strength bolts are A325-N unless noted otherwise. Structural bolts shall be tightened by the
turn-of-the-nut method in accordance with the 9th Edition AISC "Specification for Structural Joints"
using ASTM A 325 or A490 Bolts, when specifically required. A325-N bolts are supplied without
washer unless noted on the drawings as provided by SSS. All bolted connections unless noted are
designed as bearing type connections with threads not excluded from the shear plane.
ERECTION NOTE:
All bracing, strapping, & bridging shown and provided by Star State Steel for this building is required and shall
be installed by the erector as a permanent part of the structure.
If additional bracing is required for stability during erection, it shall be the erector's responsibility to
determine the amount of such bracing and to procure and install as needed.
SHORTAGES
Any claims or shortages by buyer must be made to Star State Steel within fourteen (14) days after delivery, or
such claims shall be considered waived by the customer and disallowed.
CORRECTIONS OF ERRORS AND REPAIRS (MBMA 6.10)
Claims for correction of alleged misfits will be disallowed unless Star State Steel shall have received prior notice
thereof and allowed reasonable inspection of such misfits. The correction of minor misfits by the use
of drift pins to draw the components into line, moderate amounts of reaming, chipping and cutting,
and the replacement of minor shortages of material are a normal part of erection and are not subject
to claim. No part of the Building may be returned for alleged misfits without the prior approval of
SSS.
BUYER/END USE CUSTOMER RESPONSIBILITIES
It is the responsibility of the BUYER/END USE CUSTOMER to obtain appropriate approvals and
secure necessary permits from City, County, State, or Federal Agencies as required, and to
advise/release Star State Steel to fabricate upon receiving such.
Star State Steel standard specifications apply unless stipulated otherwise in the Contract Documents. Star State Steel
design, fabrication, quality criteria, standards, practice, methods and tolerances shall govern the work
with any other interpretations to the contrary notwithstanding. It is understood by both Parties that
the BUYER/END USE CUSTOMER is responsible for clarification of inclusions or exclusions from the
architectural plans and/or specifications. In case of discrepancies between Star State Steel structural steel plans
and plans for other trades, Star State Steel plans shall govern. (Section. 3 AISC Code of Standard Practices,
9th Edition)
Approval of Star State Steel drawings and calculations indicates that Star State Steel has correctly interpreted and applied
the Contract Documents. This approval constitutes the contractor/owners acceptance of the Star State Steel
design concepts, assumptions, and loading. (Section 4 AISC Code and MBMA 3.3.3)
Once the BUYER/END USE CUSTOMER has signed Star State Steel Approval Package and the project
is released for fabrication, changes shall be billed to the BUYER/END USE CUSTOMER
Including material, engineering, and other costs. An additional fee may be charged if the
project must be moved from the fabrication and shipping schedule.
The BUYER/END USE CUSTOMER is responsible for overall project coordination. All
interface, compatibility, and design considerations concerning any materials not furnished by
Star State Steel and Star State Steel steel systems are to be considered and coordinated by the BUYER/END USE
CUSTOMER. Specific design criteria concerning this interface between materials must be
furnished before release for fabrication or Star State Steel assumptions will govern (Section 4 and
Commentary, AISC Code of Standard Practice 9th Edition) It is the responsibility of the
BUYER/END USE CUSTOMER to ensure that Star State Steel plans complies with the applicable
requirements of any governing building authorities. The supplying of sealed engineering data
and drawings for the metal building system does not imply or constitute an agreement that
Star State Steel or its design engineers are acting as the engineer of record or design professional for a
construction project. These drawings are sealed only to certify the design of the structural
components furnished by SSS.
The BUYER/END USE CUSTOMER is responsible for setting of anchor bolts and erection of
steel in accordance with Star State Steel "For Construction" drawings only. Temporary supports such as
guys, braces, falsework, cribbing or other elements required for the erection operation shall be
determined furnished and installed by the erector. No items should be purchased from a
preliminary set of drawings, including anchor bolts. Use only final "For Construction Drawings"
for the use. (Section 7 AISC Code of Standard Practice, 9th Edition)
Star State Steelis responsible for the design/designation of the anchor bolt diameter to permit the transfer
of forces between the base plate and the anchor bolt in shear, bearing and tension, but is not
responsible for the transfer of anchor bolt forces to the concrete or the adequacy of the anchor
bolt in relation to the concrete.
Unless otherwise provided in the Order Documents, Star State Steel does not design and is not
responsible for the design, material and construction of the foundation or foundation
embedment. The END USE CUSTOMER should assure himself that adequate provisions are
made in the foundation design for loads imposed by column reactions of the building, other
imposed loads, and bearing capacity of the soil and other conditions of the building site.
It is recommended that a Professional Engineer experienced in the design of such structures
design the anchorage and foundation of the building. (Section A10 1996 MBMA Low Rise
Building Systems Manual)
Normal erection operations include the corrections of minor misfits by moderate amounts of
reaming, chipping, welding, or cutting, and the drawing of elements into line through the use of
drift pins. Errors which cannot be corrected by the foregoing means or which require major
changes in member configuration are to be reported immediately to Star State Steel by the BUYER/END
USE CUSTOMER, to enable whoever is responsible either to correct the error or the approve
the most efficient and economic method of correction to be used by others. (Section 7 AISC
Code of Standard Practice, 9th Edition.
Neither the fabricator nor the BUYER/END USE CUSTOMER will cut, drill or otherwise alter
his work, or the work of other trades, to accommodate other trades, unless such work is clearly
specified, the BUYER/END USE CUSTOMER is responsible for furnishing complete
information as to materials, size location and number of alterations prior to preparation of shop
drawings. (Section 7 AISC Code of Standard Practice, 9th Edition).
BUILDING SPECIFICATIONS
The Structure under this Contract has been Designed and Detailed for the Loads and
Conditions stipulated in the Contract and shown on these Drawings. Any alterations to the
structural system or removal of any component parts, or the addition of other construction
materials or loads must be done under the advice of a Registered Civil/Structural Engineer.
Star State Steel Design Group LLC will assume no responsibility for any loads not indicated.
BUILDERS RESPONSIBILITIES
The builder must secure all required approvals and permits from the appropriate agency as
required. Approval of Star State Steel drawings and calculations indicates that Star State Steel has correctly
interpreted and applied the requirements of the contract drawings and specifications. (Sect.
4.2.1 AISC Code of Standard Practice, 9th Edition. Where discrepancies exist between the
Star State Steel Structural Steel Plans and the plans of other trades, the Structural Steel Plans will
govern. (Sect. 33 AISC Code of Standard Practice, 9th Edition). Design considerations of
any materials in the structure which are not furnished by Star State Steel are the responsibility of the
builder and Engineers other than Star State Steel Engineering unless specifically indicated. The builder
is responsible for all erection of steel and associated work in compliance with Star State Steel Design
Group LLC "Construction Drawings".
WARNING: In no case should Galvalume steel panels be used in conjunction with lead or
copper. Both lead and copper have harmful corrosive effects on the Galvalume alloy coating
when they are in contact with Galvalume steel panels. Even run-off from copper flashing,
wiring, or tubing onto Galvalume should be avoided.
NOTES: APPROVAL DRAWINGSApproval orders must be released for fabrication within THREE (3) calendar days after the submittal drawings are issued or they will be subject to any current price increases.
NOTES: APPLIES TO ALL ELEVATIONS
1. Do not cut, remove, or relocate girts or x-bracing. No additional openings allowed without
written approval from Star State Steel Design Group LLC.
2. Hardware such as windows, overhead doors, and associated attachments that are supplied
by 3rd parties must have the same level of wind resistance as wall panels.
3. Workers shall not have their weight on frames or individual columns until they have been
properly secured with girts and cross bracing.
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
General Notes
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
CS2 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.
7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
A
A
A
A
B C C C C B
B C C C C B
D D E E D D E E D D E E D D E E D D E E1'-1 3/4"1'-1 3/4"57'-8 1/2"(Hold Dimension - Inside Row of Anchor Bolts)1 62345
25'-0"25'-0"25'-0"25'-0"25'-0"
ANCHOR ROD PLAN
NOTE: All Base Plates @ 100'-0" (FIN. FLOOR / U.N.)
1 6
2 3 4 525'-0"25'-0"25'-0"25'-0"25'-0"
125'-0" OUT-TO-OUT OF STEEL
A
D
B
C
20'-0"20'-0"20'-0"60'-0" OUT-TO-OUT OF STEELA
D
B
C
20'-0"20'-0"20'-0"4"1'-8"3'-0"4'-0"12'-0"4'-0"2'-0"3'-0"4'-0"12'-0"4'-0"2'-0"3'-0"4'-0"12'-0"4'-0"2'-0"3'-0"4'-0"12'-0"4'-0"2'-0"3'-0"4'-0"12'-0"3'-8"4"
4"24'-8"24'-8"4"
X-Bracing
7"7"
Wind-Bent1 1/2"
1 1/2"1 1/2"1 1/2"1 1/2"
1 1/2"1 1/2"1 1/2"FF
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Anchor Rod Plan
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
A1 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
D A COLUMN LINE
V
H
V
H
FRAME LINES:1 2 3 4 5 6
RIGID FRAME:MAXIMUM REACTIONS, ANCHOR RODS, & BASE PLATES
Column_Reactions(k )Frm Col Load Hmax V Load Hmin V Bolt(in)Base_Plate(in)GroutLineLineIdHVmaxIdHVminQtyDiaWidthLengthThick(in)
1*D 6 5.36 9.61 1 -2.71 -3.76 4 0.750 5.900 10.44 0.472 0.0
1*A 2 2.71 -3.76 6 -5.36 9.61 4 0.750 5.900 10.44 0.472 0.06 -5.36 9.61 2 2.71 -3.76
1*Frame lines:1 6
RIGID FRAME:MAXIMUM REACTIONS, ANCHOR RODS, & BASE PLATES
Column_Reactions(k )Frm Col Load Hmax V Load Hmin V Bolt(in)Base_Plate(in)GroutLineLineIdHVmaxIdHVminQtyDiaWidthLengthThick(in)
2*D 6 10.00 18.13 1 -4.14 -5.47 4 0.750 5.900 12.56 0.472 0.03 -1.04 -6.17
2*A 2 4.14 -5.47 6 -10.00 18.13 4 0.750 5.900 12.56 0.472 0.06-10.00 18.13 4 1.04 -6.17
2*Frame lines:2 3 4 5
RIGID FRAME:BASIC COLUMN REACTIONS (k )
FrameLine ColumnLine -----Dead----Horiz Vert --Collateral-Horiz Vert -----Live----Horiz Vert -----Snow----Horiz Vert --Wind_Left1-Horiz Vert -Wind_Right1-Horiz Vert2*D 1.37 2.74 0.21 0.38 5.05 9.00 7.36 13.12 -8.28 -11.86 -1.42 -7.752*A -1.37 2.74 -0.21 0.38 -5.05 9.00 -7.36 13.13 1.42 -7.75 8.28 -11.86
FrameLine ColumnLine --Wind_Left2-Horiz Vert -Wind_Right2-Horiz Vert --Wind_Long1-Horiz Vert --Wind_Long2-Horiz Vert -Seismic_LeftHorizVert Seismic_RightHorizVert2*D -7.32 -6.89 -0.39 -2.77 -3.11 -13.02 -3.48 -10.93 -1.34 -0.67 1.34 0.672*A 0.39 -2.77 7.32 -6.89 3.48 -10.93 3.11 -13.02 -1.34 0.67 1.34 -0.67
FrameLine ColumnLine -Seismic_LongHorizVert -MIN_SNOW--Horiz Vert F1UNB_SL_L-Horiz Vert F1UNB_SL_R-Horiz Vert2*D 0.00 -4.36 8.42 15.01 6.14 13.13 6.19 7.432*A 0.00 -4.04 -8.42 15.01 -6.19 7.43 -6.14 13.13
FrameLine ColumnLine -----Dead----Horiz Vert --Collateral-Horiz Vert -----Live----Horiz Vert -----Snow----Horiz Vert --Wind_Left1-Horiz Vert -Wind_Right1-Horiz Vert1*D 0.79 1.62 0.11 0.20 2.68 4.68 3.90 6.82 -5.32 -7.88 -1.73 -5.191*A -0.79 1.62 -0.11 0.20 -2.68 4.68 -3.90 6.83 1.73 -5.19 5.32 -7.88
FrameLine ColumnLine --Wind_Left2-Horiz Vert -Wind_Right2-Horiz Vert --Wind_Long1-Horiz Vert --Wind_Long2-Horiz Vert -Seismic_LeftHorizVert Seismic_RightHorizVert1*D -4.55 -5.29 -0.97 -2.60 -1.63 -5.64 -1.83 -4.56 -0.87 -0.44 0.87 0.441*A 0.97 -2.60 4.55 -5.29 1.83 -4.56 1.63 -5.64 -0.87 0.44 0.87 -0.44
FrameLine ColumnLine -MIN_SNOW--Horiz Vert F2UNB_SL_L-Horiz Vert F2UNB_SL_R-Horiz Vert1*D 4.46 7.79 3.25 6.83 3.27 3.871*A -4.46 7.79 -3.27 3.87 -3.25 6.83
2*Frame lines:2 3 4 51*Frame lines:1 6
ENDWALL COLUMN:BASIC COLUMN REACTIONS (k )
Wind WindFrmColLineLineDeadVertPressHorzSuctHorz1C 0.06 -2.54 2.781B 0.06 -2.54 2.786B 0.06 -2.54 2.786C 0.06 -2.54 2.78
ENDWALL COLUMN:MAXIMUM REACTIONS, ANCHOR RODS, & BASE PLATES
Column_Reactions(k )Frm Col Load Hmax V Load Hmin V Bolt(in)Base_Plate(in)GroutLineLineIdHVmaxIdHVminQtyDiaWidthLengthThick(in)
1 C 7 1.67 0.04 8 -1.53 0.04 2 0.500 3.000 4.875 0.236 0.05 0.00 0.07
1 B 7 1.67 0.04 8 -1.53 0.04 2 0.500 3.000 4.875 0.236 0.05 0.00 0.07
6 B 7 1.67 0.04 8 -1.53 0.04 2 0.500 3.000 4.875 0.236 0.05 0.00 0.07
6 C 7 1.67 0.04 8 -1.53 0.04 2 0.500 3.000 4.875 0.236 0.05 0.00 0.07
NOTES FOR REACTIONS
ID Description
1 0.6Dead+0.6Wind_Left120.6Dead+0.6Wind_Right130.6Dead+0.6Wind_Long140.6Dead+0.6Wind_Long251.12Dead+1.12Collateral+0.7Seismic_Right6Dead+Collateral+MIN_SNOW70.6Dead+0.6Wind_Right2+0.6Wind_Suction80.6Dead+0.6Wind_Pressure+0.6Wind_Long2
ANCHOR BOLT SUMMARY
Total BendDiaLenLen ProjQtyLocateType(in)(in)(in)(in)
40 Jamb 5/8"A307 9.00 3.00 3.008Endwall 5/8"A30748Frame 3/4"A307 12.0 3.00 3.004WindCol 3/4"
9.00 3.00 3.00
BUILDING BRACING REACTIONS
+-Reactions(k )Panel_ShearWallColWindSeismic(lb/ft)Loc Line Line Horz Vert Horz Vert Wind Seis
L_EW 1 (h)F_SW A 3,4 (a)R_EW 6 (h)B_SW D 4,3 3.77 2.16 5.84 3.35
Note
(a)Wind bent in bay(h)Rigid frame at endwall
WIND BENT REACTIONS
Wall Col +-ReactionsWind(k )Seismic(k )Bolt(in)Base_Plate(in)Loc Line Line Horz Vert Horz Vert Qty Dia Width Length Thick
F_SW A 3 1.88 2.33 2.71 3.35 2 0.750 5.910 11.750 0.472F_SW A 4 1.88 2.33 2.71 3.35 2 0.750 5.910 11.750 0.472
H H
V VSee Plan3"7 7/8"1 3/4"2 1/2"3"EWDETAIL A 1 1/2"Dia= 5/8"
4"
5 7/8"10 7/16"1 3/4"1 3/4"
2 3/4"
3"
8"
SWEW
DETAIL B
1 1/2"
1 1/2"
Dia= 3/4"
See Plan
5 7/8"1'-0 9/16"1 3/4"1 3/4"
2 3/4"
3"
8"
SW
DETAIL C
1 1/2"
Dia= 3/4"
See Plan
3"7 7/8"1 3/4"
2 1/2"
3"
SW
DETAIL D
1 1/2"
Dia= 5/8"
See Plan
3"7 7/8"1 3/4"
2 1/2"
3"
SW
DETAIL E
1 1/2"
Dia= 5/8"
11 3/4"5 15/16"4"
3 1/2"
7"
2 1/4"
SW
DETAIL F
1 1/2"
Dia= 3/4"
4"
3&4
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Anchor Bolt Detail & Reactions
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
A2 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
1"
12
1"
12
SP-1SP-2SP-1FB3A(1)
FB3A(1)
FB3A(1)FB3A(1)FB3A(1)FB3A(1)
FB3A(1)
FB3A(1)FB2A(2)FB2A(2)RF1-1RF1-2 RF1-2
RF1-113'-7 15/16"CLEAR +/-13'-7 15/16"CLEAR +/-15'-11 5/16"CLEAR +/-TOP OF CONC. (FINISHED FLOOR)
2'-0 9/16"2'-0 9/16"54'-6 13/16"
CLEAR +/-
D A
60'-0" OUT-TO-OUT OF STEEL
RIGID FRAME(S) ELEV.: FL#s 2 3 4 5
8"8"7'-4"12'-0"16'-0"7'-4"12'-0"16'-0"4'-10 3/8"
5 @ 4'-10 5/16"
11 5/16"30'-1 1/4"11 5/16"
5 @ 4'-10 5/16"
4'-10 3/8"
30'-1 1/4"8 1/8"8 1/8"U2
R2 R2
26 Ga. T3, RAL9006
29'-11 7/16"29'-11 7/16"6"
3 1/2"
FRC-1
MEMBER TABLE
Mark Weight Web DepthStart/End Web PlateThickLength Outside FlangeW x Thk x Length Inside FlangeW x Thk x LengthRF1-1 356 12.0/24.0 0.158 13.342824.0/21.9 0.236 2.1279 4.92 x 3/16" x 15.31744.92 x 1/4" x 1.8438 4.92 x 3/8" x 13.3778
RF1-2 605 22.0/22.0 0.197 7.4722
22.0/22.0 0.158 17.9997
22.0/22.0 0.158 2.0000
4.92 x 3/16" x 6.4722
4.92 x 1/4" x 15.9997
4.92 x 1/4" x 5.0000
4.92 x 5/16" x 8.4722
4.92 x 3/16" x 18.8456
SPLICE BOLT TABLE
Qty
Mark Top Bot Int Type Dia Length
SP-1 4 4 2 A325 3/4"2"SP-2 4 4 2 A325 5/8"2"
FLANGE BRACES: FBxx (1 or 2) xx=length(in) (1) One Side; (2) Two Sides
A - 50X50X1.
U3
3 1/2"
U3
6"
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Cross Sections
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
R1 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
1"
12
1"
12
SP-1SP-1SP-1FB7A(1)
FB4A(1)FB5A(1)
FB6A(1)FB6A(1)
FB5A(1)FB4A(1)
FB7A(1)FB1A(1)FB1A(1)RF2-1RF2-2 RF2-2
RF2-113'-9 3/4"CLEAR +/-13'-9 3/4"CLEAR +/-16'-5 3/8"CLEAR +/-TOP OF CONC. (FINISHED FLOOR)
1'-8 7/16"1'-8 7/16"55'-3 1/8"
CLEAR +/-
D A
60'-0" OUT-TO-OUT OF STEEL
RIGID FRAME(S) ELEV.: FL#s 1 6
8"8"7'-4"12'-0"16'-0"7'-4"12'-0"16'-0"4'-10 3/8"
5 @ 4'-10 5/16"
11 5/16"30'-1 1/4"
5 @ 4'-10 5/16"
4'-10 3/8"
30'-1 1/4"8 1/8"8 1/8"U2
R2 R2
MEMBER TABLE
Mark Weight Web DepthStart/End Web PlateThickLength Outside FlangeW x Thk x Length Inside FlangeW x Thk x LengthRF2-1 276 10.0/20.0 0.158 13.484920.0/18.0 0.197 1.9625 4.92 x 3/16" x 15.32084.92 x 3/16" x 1.5234 4.92 x 1/4" x 13.5094
RF2-2 446 20.0/12.0 0.158 6.7857
12.0/15.6 0.158 19.0068
15.6/16.0 0.158 2.0000
4.92 x 3/16" x 19.6667
4.92 x 3/16" x 8.1258
4.92 x 1/4" x 6.8173
4.92 x 3/16" x 15.8963
4.92 x 3/16" x 5.0000
SPLICE BOLT TABLE
Qty
Mark Top Bot Int Type Dia Length
SP-1 4 4 2 A325 5/8"2"
FLANGE BRACES: FBxx (1 or 2) xx=length(in) (1) One Side; (2) Two Sides
A - 50X50X1.
U3 U3
11 5/16"26 Ga. T3, RAL9006
29'-11 7/16"29'-11 7/16"6"
3 1/2"
FRC-1
3 1/2"6"
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Cross Sections
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
R2 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
EC-1 EC-1
BA1
SA1 SA1
G-1
G-2
G-3
G-3
G-1
G-2
1
2
1
2
3
3
2
2
5
5
5
5
5
5
5
5
2
2
3
3
4 4
20'-0"20'-0"20'-0"
D A
C B
60'-0" OUT-TO-OUT OF STEEL
LEW - SECONDARY FRAMING MEMBERS
1"
12
1"
12
7'-4"4'-8"4'-0"16'-0"SD30 SD30
SD85A SD77
ESL-1ESL-2ESL-3ESL-4ESL-5ESL-6ESL-7ESL-8ESL-9ESL-9ESL-9ESL-8ESL-7ESL-6ESL-5ESL-4ESL-3ESL-2ESL-1 3/4"
Panel Start
3/4"
Panel Start
1
2
1
4
3
1"
12
1"
12
D ACB
LEW - SHEETING AND TRIM
PANELS: 26 Ga. T3 - RAL9016
MEMBER TABLE
FRAME LINE 1
MARK PART LENGTHEC-1 8X25C11 15'-8 3/8"
G-1 8X25Z16 17'-7 3/8"
G-2 8X25Z16 17'-4" G-3 8X25Z16 19'-4"
TRIM TABLE
FRAME LINE 1
ID QUAN MARK LENGTH
1 1 RT-350 15'-7"
2 1 REC-350L 7 1/8"3 1 REC-350L 7 1/8"
4 1 PB-351 1'-4"
5 1 CT-350 16'-0"
6 1 JHT-350D 3'-4"
7 1 JHT-350C 7'-2"
BOLT TABLEFRAME LINE 1
LOCATION QUAN TYPE DIA LENGTH
Columns/Raf 6 A325 1/2"1 1/4"
CONNECTION PLATESFRAME LINE 1
ID MARK/PART
1 BC200
2 CDR-23RF-14ES-20
5 M-80
ANGLE TABLEFRAME LINE 1
ID MARK LENGTH
BA1 20'-0"
SA1 20'-0"
PANEL TABLEFRAME LINE 1MARKLENGTH
ESL-1 16'-2"
ESL-2 16'-5"
ESL-3 16'-9"ESL-4 17'-0"ESL-5 17'-3"
ESL-6 17'-6"
ESL-7 17'-10"
ESL-8 18'-1"ESL-9 18'-4"
GENERAL NOTES:
TRIM IS FIGURED WITH 2" TRIM LAP UNLESS NOTED ON A DETAIL.
FIELD CUT PANELS AT FRAMED OPENINGS, WALKDOORS, AND WINDOWS.
Field Locate 3070M Walkdoor
SD10
SD43
SD6
5 5
6
7 7
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Endwall Framing Sheeting & Trim
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
E1 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable DJ-4DJ-4GHS-1 1.5C206X150 2'-11 3/4"
DJ-4 8X25C16 6'-11 3/4"
5 5
6 6
6 JC200
EC-1 EC-1
BA1
SA1 SA1
G-1
G-2
G-3
G-3
G-1
G-2
1
2
1
2
3
3
2
2
5
5
5
5
5
5
5
5
2
2
3
3
4 4
20'-0"20'-0"20'-0"
A D
B C
60'-0" OUT-TO-OUT OF STEEL
REW - SECONDARY FRAMING MEMBERS
1"
12
1"
12
7'-4"4'-8"4'-0"16'-0"SD30 SD30
SD85A SD77
ESR-1ESR-2ESR-3ESR-4ESR-5ESR-6ESR-7ESR-8ESR-9ESR-9ESR-9ESR-8ESR-7ESR-6ESR-5ESR-4ESR-3ESR-2ESR-1 3/4"
Panel Start
3/4"
Panel Start
1"
12
1"
12
A DBC
REW - SHEETING & TRIM
PANELS: 26 Ga. T3 - RAL9016
MEMBER TABLE
FRAME LINE 6
MARK PART LENGTH
EC-1 8X25C11 15'-8 3/8"
G-1 8X25Z16 17'-7 3/8" G-2 8X25Z16 17'-4"
G-3 8X25Z16 19'-4"
BOLT TABLE
FRAME LINE 6
LOCATION QUAN TYPE DIA LENGTHColumns/Raf 6 A325 1/2"1 1/4"
CONNECTION PLATES
FRAME LINE 6
ID MARK/PART1BC2002CDR-2
3 RF-1
4 ES-20
5 M-80
ANGLE TABLE
FRAME LINE 6
ID MARK LENGTHBA120'-0"SA1 20'-0"
PANEL TABLE
FRAME LINE 6
MARK LENGTH
ESR-1 16'-2"ESR-2 16'-5"ESR-3 16'-9"
ESR-4 17'-0"
ESR-5 17'-3"
ESR-6 17'-6"ESR-7 17'-10"ESR-8 18'-1"
ESR-9 18'-4"
GENERAL NOTES:
TRIM IS FIGURED WITH 2" TRIM LAP UNLESS NOTED ON A DETAIL.
FIELD CUT PANELS AT FRAMED OPENINGS, WALKDOORS, AND WINDOWS.
SD43
SD10
SD6
1
2
1
4
3
5 5
TRIM TABLE
FRAME LINE 1
ID QUAN MARK LENGTH
1 1 RT-350 15'-7"
2 1 REC-350L 7 1/8"3 1 REC-350L 7 1/8"
4 1 PB-351 1'-4"
5 1 CT-350 16'-0"
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Endwall Framing Sheeting & Trim
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
E2 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
RF1-1 RF1-1 RF1-1 RF1-1RF2-1 RF2-1
P-1 P-2 P-3 P-2 P-1
DJ-1DJ-1DH-1
DJ-2DJ-2DH-2
DJ-1DJ-1DH-1
DJ-2DJ-2DH-2
DJ-1DJ-1DH-1
DJ-3DJ-3DH-2
DJ-1DJ-1DH-1
DJ-2DJ-2DH-2
DJ-1DJ-1DH-1
DJ-2DJ-2DH-2
WF-1WF-1WF-2
BA1
G-4 G-7 G-8 G-9
G-5 G-10
G-7 G-8 G-6
G-11 G-6
G-7 G-8 G-15
G-16 G-15
G-7 G-8 G-9
G-18 G-10
G-7 G-8 G-12
G-11 G-12
2
4 4
2
4
4 4
2
4 4
44
2
4 4
4 4
2
4
4 4
2
4
4 4
2
4 4
44
2
4 4
4 4
2
4
4
2
4
4 4
2
4 4
44
2
4 4
4 4
4 4
2
4
4 4
2
4
4 4
2
4 4
44
2
4 4
4 4
2
4
4 4
2
4
4 4
2
4 4
44
2
4 4
4 4
3
3
1
3
3
1
3
3
1
3
3
1
3
3
1
3
3
1111111
1'-1 3/4"
1'-1 3/4"
1'-1 3/4"
1'-1 3/4"
1'-1 3/4"
1'-1 3/4"
1'-1 3/4"
1'-1 3/4"GIRT
LAPS
1 6
2 3 4 5
25'-0"25'-0"25'-0"25'-0"25'-0"
4"4"
125'-0" OUT-TO-OUT OF STEEL
FSW - SECONDARY FRAMING MEMBERS7'-4"4'-8"4'-0"16'-0"7'-0"12'-0"2'-0"3'-0"4'-0"12'-0"4'-0"7'-0"12'-0"2'-0"3'-0"4'-0"12'-0"4'-0"7'-0"12'-0"2'-0"3'-0"4'-0"12'-0"4'-0"7'-0"12'-0"2'-0"3'-0"4'-0"12'-0"4'-0"7'-0"12'-0"2'-0"3'-0"4'-0"12'-0"4'-0"
4'-1 3/4"
4'-1 3/4"
3'-1 3/4"
3'-1 3/4"
3'-1 3/4"
3'-1 3/4"
4'-1 3/4"
4'-1 3/4"EAVELAPS
22'-4 7/16"
CLEAR 14'-0 1/8"SD85
H15
SD10
SD43
SD99
SD95
SD77
SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-1SSF-12"
Panel Start
2"
Panel Start
1
5
6
3 3
4
1 62345
FSW - SHEETING AND TRIM
PANELS: 26 Ga. T3 - RAL9016
MEMBER TABLE
FRAME LINE AMARKPART LENGTH
WF-1 W12466 14'-10"
WF-2 W10468 22'-3 3/16"
DJ-1 8X25C16 11'-7 11/16"
DJ-2 8X25C16 15'-3 1/16"
DH-1 8X25C16 2'-11 1/2"
DH-2 8X25C16 11'-11 1/2"
P-1 8X25Z14 29'-1 7/16"
P-2 8X25Z16 32'-3 1/2" P-3 8X25Z16 31'-3 1/2"
G-4 8X25Z16 1'-7 11/16"
G-5 8X25Z16 8'-7 11/16"
G-6 8X25Z16 3'-7 15/16"
G-7 8X25Z16 3'-3 15/16" G-8 8X25Z16 11'-3 15/16"
G-9 8X25Z16 5'-3 15/16"
G-10 8X25Z16 4'-9 11/16"
G-11 8X25Z16 9'-9 11/16"
G-12 8X25Z16 3'-7 11/16"
TRIM TABLE
FRAME LINE A
ID QUAN PART LENGTH
1 6 ET-101 21'-3 7/8"
2 1 CT-350 16'-0"3 1 JHT-350A 12'-2"
4 1 JHT-350B 12'-4"
5 1 JHT-350C 7'-2"
6 1 JHT-350D 3'-4"
7 1 CVR-8A 12'-0"
BOLT TABLEFRAME LINE A
LOCATION QUAN TYPE DIA LENGTH
WF-1 - WF-2 8 A325 3/4"2 3/4"
WF-1 - RF1-3 16 A325 1/2"1 1/2"
CONNECTION PLATES
FRAME LINE A
ID MARK/PART
1 ES-202JC2003RF-1
4 M-80
ANGLE TABLEFRAME LINE A
ID MARK LENGTH
BA1 20'-0"
PANEL TABLE
FRAME LINE AMARKLENGTHSSF-1 16'-0"
GENERAL NOTES:
TRIM IS FIGURED WITH 2" TRIM LAP UNLESS NOTED ON A DETAIL.
FIELD CUT PANELS AT FRAMED OPENINGS, WALKDOORS, AND WINDOWS.
5 5
6
5 5
6
5 5
6
5 5
6
566
4
6 6
7
6 6
7
6 6
7
4 SD94
4
4
44
4 4
G-17SD10
SD51
22
7 7
7 7 7 7 7 7 7 7
4 4 4
7 7
DJ-3 8X25C16 13'-7 7/8"
G-15 8X25Z16 2'-0 1/8"
G-16 8X25Z16 7'-0 1/8"
G-17 8X25Z16 1'-7 15/16"
G-18 8X25Z16 8'-7 15/16"
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Sidewall Framing,Sheeting & Trim
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
S1 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
SD87SD95A
SD59
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
RF1-1 RF1-1 RF1-1 RF1-1RF2-1 RF2-1
P-1 P-2 P-3 P-2 P-1
BA1 1/2"x2
8'-
8
3/
4"
1/2"
x
2
8
'
-
8
3
/
4
"
G-13
G-13
G-14
G-14
G-14
G-14
G-14
G-14
G-13
G-13
2
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
2
1111111
1'-1 3/4"
1'-1 3/4"
1'-1 3/4"
1'-1 3/4"
1'-1 3/4"
1'-1 3/4"
1'-1 3/4"
1'-1 3/4"GIRTLAPS
6 1
5 4 3 2
25'-0"25'-0"25'-0"25'-0"25'-0"
4"4"
125'-0" OUT-TO-OUT OF STEEL
BSW - SECONDARY FRAMING MEMBERS7'-4"4'-8"4'-0"16'-0"4'-1 3/4"
4'-1 3/4"
3'-1 3/4"
3'-1 3/4"
3'-1 3/4"
3'-1 3/4"
4'-1 3/4"
4'-1 3/4"EAVELAPS
SD10
SD66 SD77
SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-1SSB-12"
Panel Start
2"
Panel Start
6 15432
BSW - SHEETING AND TRIM
PANELS: 26 Ga. T3 - RAL9016
MEMBER TABLEFRAME LINE D
MARK PART LENGTH
P-1 8X25Z14 29'-1 7/16"
P-2 8X25Z16 32'-3 1/2"
P-3 8X25Z16 31'-3 1/2" G-13 8X25Z16 26'-1 7/16"
G-14 8X25Z16 27'-3 1/2"
CB-1 CB0500 28'-8 3/4"
TRIM TABLE
FRAME LINE D
ID QUAN PART LENGTH
1 6 ET-101 21'-3 7/8"
2 1 CT-350 16'-0"
CONNECTION PLATES
FRAME LINE DIDMARK/PART
1 ES-20
2 RF-1
ANGLE TABLE
FRAME LINE D
ID MARK LENGTHBA120'-0"
PANEL TABLE
FRAME LINE D
MARK LENGTH
SSB-1 16'-0"
GENERAL NOTES:
TRIM IS FIGURED WITH 2" TRIM LAP UNLESS NOTED ON A DETAIL.
FIELD CUT PANELS AT FRAMED OPENINGS, WALKDOORS, AND WINDOWS.
SD51
1
22
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Sidewall Framing,Sheeting & Trim
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
S2 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
SD10
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
SD59
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
SA1SA1P-1 P-2 P-3 P-2 P-1
P-1P-2P-3P-2P-1
P-1(Typ) P-2(Typ) P-3(Typ) P-2(Typ) P-1(Typ)
P-1(Typ) P-2(Typ) P-2(Typ) P-1(Typ)
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 5/16"x30'-7"
5/
1
6
"
x
3
0
'
-
7
" 1/4"x32'-1" 1/
4
"
x
3
2
'
-
1
" 5/16"x30'-7"
5/
1
6
"
x
3
0
'
-
7
"
2 2 2 2
222222
RF2-1 RF1-1 RF1-1 RF1-1 RF1-1 RF2-1
RF2-1RF1-1RF1-1RF1-1RF1-1RF2-1
RF2-2
RF2-2
RF1-2
RF1-2
RF1-2
RF1-2
RF1-2
RF1-2
RF1-2
RF1-2
RF2-2
RF2-2
D
A
B
C 20'-0"20'-0"20'-0"60'-0" OUT-TO-OUT OF STEELD
A
C
B
20'-0"20'-0"20'-0"60'-0" OUT-TO-OUT OF STEEL1 6
2 3 4 5
25'-0"25'-0"25'-0"25'-0"25'-0"
4"4"
125'-0" OUT-TO-OUT OF STEEL
ROOF FRAMING PLAN
4'-1 3/4"
4'-1 3/4"
3'-1 3/4"
3'-1 3/4"
3'-1 3/4"
3'-1 3/4"
4'-1 3/4"
4'-1 3/4"PURLINLAP
MEMBER TABLE
ROOF PLAN
MARK PART P-1 8X25Z14
P-2 8X25Z16 P-3 8X25Z16
CB-2 CB0313
CB-3 CB0250
CONNECTION PLATES
ROOF PLAN
ID MARK/PART
1 RF-1
2 ES-20
P-3(Typ)
SD66
2 2
SD50
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Roof Framing Plan
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
B1 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
2"
Panel Start
2"
Panel Start
D
A
B
C 20'-0"20'-0"20'-0"60'-0" OUT-TO-OUT OF STEELD
A
C
B
20'-0"20'-0"20'-0"60'-0" OUT-TO-OUT OF STEEL1 6
2 3 4 5
25'-0"25'-0"25'-0"25'-0"25'-0"
4"4"
125'-0" OUT-TO-OUT OF STEEL
ROOF SHEETING PLANROOF SHEETING PLAN
PANELS: 26 Ga. T3 - RAL9006
TRIM TABLE
ROOF PLAN
ID MARK LENGTH
FRC-1 2'-0 3/8"
PANEL TABLE
ROOF PLAN
MARK LENGTH
RS-1 29'-11 7/16"
FRC-1
RS-1 (Typ.)RS-1 (Typ.)NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Roof Sheeting Plan
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
B2 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
DRAWING NO.
SD43Girt to Jamb (Bolted Clips)
A307 M. Bolts (U.N.)
All Bolts are 1/2" x 1"
NOTE:
MU-80
MU-80
Column
Wall Girt
Revised: 7/20/17
MU-80
1/2"X1 1/4" A307 Bolts
DRAWING NO.
Rake Angle
(2) 1/2" X 1" M. Bolts
Purlin(SA1)
SD10
4"
Flange Brace
Main Frame Rafter
~
1/4"
Main Frame Rafter Connection
Revised: 7/7/17
Purlin and ZEE Eave Strut Connection
(0ne) Each PurlinMember Screw
DRAWING NO.
SD30
RF Column
S.W. Girt
Section at I-Beam Corner Column
By-Pass Sidewall
Note: All connection bolts are 1/2" x 1" machine bolts unless noted.
Revised: 7/20/17
E.W. Girt
4" Girt Tek Screw
MCL-5
Column Web
Tek Screw
SD6Cold Form Column to Hot Rolled Rafter
DRAWING NO.
Endwall Column
CDR-2
Endwall
Column
"WF'' Section
End Rafter
``WF'' Section
End Rafter
1/2" dia. A325 Bolts
(See Endwall
Elev.for Quantity)
1/2" dia. A325 Bolts
(See Endwall
Elev for Quantity)
1/2" dia. A325 Bolts
(See Endwall
Elev.for Quantity)
1/2" dia. A325 Bolts
(See Endwall
Elev for Quantity)
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Detail Drawings
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
D1 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
Not Applicable
Not Applicable
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
SD51
DRAWING NO.
Note: All connection bolts are 1/2" x 1" machine bolts unless noted.
Interior Bay Girt Framing
2'-3 1/2" Lap
(6 Bolts Total)
Connection type mayvary
Flange
Brace
Additional
FlangeBrace(As Req'd)
RF-11'-1 3/4"1'-1 3/4"
C
1/2"X1 1/4" A307 Bolts
SD50
DRAWING NO.
Note: All connection bolts are 1/2" x 1" machine bolts unless noted.
6'-3 1/2" Lap
(8 Bolts Total)
Additional
Flange
Brace(As Req'd)Flange
Brace
RF-1
Interior Bay Purlin Framing
C
3'-1 3/4"3'-1 3/4"1/2"X1 1/4" A307 Bolts
8'-3 1/2" Lap
(8 Bolts Total)
Additional
Flange
Brace(As Req'd)Flange
Brace
RF-1
C
4'-1 3/4"4'-1 3/4"1/2"X1 1/4" A307 Bolts
DRAWING NO.
SD66Cable or Rod Brace to Frame
Rod Brace to Frame Detail
Hex Nut
Flat Washer
Hillside Washer
Eye Bolt
Cable Frame
Web of Frame
Rod Brace
Hillside Washer
Flat Washer
Hex Nut
Web of Frame
Cable Brace to Frame Detail
Revised: 7/20/17
SD59
DRAWING NO.
Frame Column
1/2" X 1 1/4"
M. Bolts
Eave Purlin
1 1/4"1 1/4"
Panel Support
Angle (ESA-1)
1/2" x 1 1/4"
M.Bolt
Bldg. Line
Roof Line
Frame Column
ES-20
Wall Girt
1/2" X 1"
M. Bolts
Eave Purlin at Interior Column
By-Pass Sidewall
1/2"X1 1/4" A307 Bolts
Roof Fastener
(RF1) (24" O.C.)
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Detail Drawings
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
D2 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.
7423 HOLLOW RIDGE DR.
HOUSTON, TX 77095
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
Base Angle w/o Trim
DRAWING NO.
SD77
1 1/2"1 1/2"Base Angle (BA1)
Fin. Floor
Wall Panel
1/4"Member Screw
(12" O.C.)
NOTE: A minimum of 1/4" space should be allowed from the sheet end to any surface.
NOTE: If insulation is required install trim first.
Steel Line
Anchor (pin)
(By Others)
Base Detail w/ Sheeting Notch
Revised: 7/20/17
Base Angle (BA1)
Fin. Floor
Wall Panel
1/4"Member Screw
(12" O.C.)Anchor Rod
(By Others)
Base Angle Detail
(By Others)
(By Others)
DRAWING NO.
SD85AJamb to Floor
Anchor Rods (Typ.)1/4"Finish Floor
Base Clip
1 3/4"2 1/2" w/8"Steel Line3"Opening Jamb
5/8" Anchor Rods (Typ.)
Finish Floor
w/8" Jamb-2 1/2"3"
w/10" Jamb-3 1/2"
w/12" Jamb-4 1/2"3 1/2" w/10"4 1/2" w/12"Revised: 7/20/17
A307 M. Bolts (U.N.)
All Bolts are 1/2" x 1"
NOTE:
DRAWING NO.
SD85Jamb to Floor
5/8" Anchor Rods (Typ.)1/4"Finish Floor
Base Clip
1 3/4"2 1/2" w/8"Steel Line3"Opening Jamb
5/8" Anchor Rods (Typ.)
w/8" Jamb-2 1/2"3"
Fin Necks (Typ. U.N.)
All Bolts are 1/2" x 1"
NOTE:
w/10" Jamb-3 1/2"
w/12" Jamb-4 1/2"3 1/2" w/10"4 1/2" w/12"Created On: 5/25/12
Finish Floor
DRAWING NO.
SD87Girt to Jamb (Bolted Clips)
1/2" x 1" Fin Necks (Typ.)
A307 M. Bolts (U.N.)
All Bolts are 1/2" x 1 1/4"
NOTE:
MU-80
MU-80
1 1/2"Door Jamb
Wall Girt
Created On: 10/15/10
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Detail Drawings
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
D3 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
SD94
DRAWING NO.
Jamb to Header Girt
All Bolts are 1/2" x 1 1/4"
A307 Mach. Bolts
Note:
M-80
Steel
Line
1 1/2"
4"
M-80
Jamb
Jamb
Header Zee
Girt
DRAWING NO.
SD95Girt/Header to Jamb (Bolted Clips)
1/2" x 1" Fin Necks
Header
1/2"Ø x 1" Fin Necks
M-80
Door Jamb Header
Revised: 7/20/17
Door Jamb
A307 M. Bolts (U.N.)
All Bolts are 1/2" x 1 1/4"
NOTE:
Zee Girt
M-80Zee Girt
DRAWING NO.
SD95AGirt/Header to Jamb (Bolted Clips)
1/2" x 1" Fin Necks
Header
1/2"Ø x 1" Fin Necks
M-80
Door Jamb Header
Revised: 7/20/17
Door Jamb
A307 M. Bolts (U.N.)
All Bolts are 1/2" x 1 1/4"
NOTE:
Zee Girt
Zee Girt
DRAWING NO.
SD99Frame Opening Jamb Brace
(2-4) Member
Eave Strut Brace Section
Eave Strut Brace Detail
Eave Strut
Member Screws (Plain)
Door Jamb or Sub Jamb
Purlin
Eave Strut Clip
Brace Angle at Jamb to
Field Cut from 2x4 AngleEave Strut Locations Only
Brace Angle
Door WidthDoor HeightDoor Header
Revised: 7/26/17
Eave Strut
Screws (Plain)
@ Jamb
(6) Member ScrewsDoor Jamb
Jamb to ES Connection
Panel SuportAngle (ESA-1)
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Detail Drawings
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
D4 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.
7423 HOLLOW RIDGE DR.
HOUSTON, TX 77095
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Detail Drawings
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
D5 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
DRAWING NO.
U3Bolts For Rafter To Column Connection
Purlin Clip
RF Rafter
RF Column
Purlin Clip
Top Bolts,See
Drawing For Size
Bolted End Plate
Bolted End PlateBottom Bolts,See
Drawing For Size
DRAWING NO.
R2Anchor Bolts at Sidewall Column
RF Column
RF Column
Base Plate
Base Plate
Anchor Bolts
Anchor Bolts
Sheeting Notch
DRAWING NO.
H15
Note: All connection bolts are 1/2" x 1" machine bolts unless noted.
WInd Column
RF Column
SW Girt
1/2" x 1" Fin Necks (Typ.)
1/2"X1 1/2" A325 Bolts
WInd Column
RF Column
SW Girt
1/2"X1 1/2" A325 Bolts
Portal @ Bypass Girt
When @ Door
S.L
RCL-2
M-80
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
Panel End Laps Only
DRAWING NO.
TD1Fastener Location "T-35" Panel at Wall
Created On: 3/2/12 Revised 08/07/14
(As Noted)
Member Screw Spacing
2"
9 13/16"
Steel LineDetail "A"
2"2"2"2"2"
5 13/16"
9 13/16"9 13/16"9 13/16"
2"
5 13/16"5 13/16"5 13/16"
2"
2"
9 13/16"
9 13/16"
9 13/16"
Steel LineDetail "A"
9 13/16"9 13/16"9 13/16"
9 13/16"9 13/16"
2"
(20" O.C.)Stitch Screw
Steel Line
Detail "A"
(As Noted)
Member Screw Spacing
Base, Eave, Rake
& Intermediate Girts
TD7Fastener Location "T-35" Panel at Roof
DRAWING NO.
NOTE: Screw patterns shown satisfy U.L. 90 requirements for roof.
Created On: 3/2/12 Revised: 08/07/14
(All Members Except as Noted)
Member Screw Spacing
(As Noted)
Member Screw Spacing
Eave, Peak &
2"
9 13/16"
Steel LineDetail "A"
2"2"2"2"2"
5 13/16"
9 13/16"9 13/16"9 13/16"
2"
5 13/16"5 13/16"5 13/16"
2"
2"
9 13/16"
9 13/16"
9 13/16"
Steel LineDetail "A"
9 13/16"9 13/16"9 13/16"
9 13/16"9 13/16"
2"Panel End Laps
(20" O.C.)Stitch Screw
Steel Line
Detail "A"
3/8 X 3/32 Thick
(STD.)
Tape Sealant
DRAWING NO.
TD8Die Formed Ridge Detail - PBR
Up to a 3:12 Roof Slope
Member Screw
Roof Panel
"PBR"
(See TD7)
Peak Purlins
Ridge CapDie Formed
Stitch Screw
Sym.
1'-4"
6"±
CL
Peak Purlin
(6 Per Lap)
Ridge Cap
Die Formed Member Screw
(See TD7)
Roof Panel
"PBR"
"A"
(20" O.C.)
Stitch Screw
Steel Line
Detail "A"
Created On: 3/2/12 Revised 06/13/16
3/8 X 3/32 Thick
(STD.)
Tape Sealant
Tape Sealant
Tape Sealant
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Detail Drawings
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
D6 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
DRAWING NO.
U2Bolted End Plate Connection at Peak
Bottom Bolts,See
Drawing For Size
Top Bolts,See
Drawing For Size
Extension Beyond Flange Is
Optional,At Top & Bottom
Extension Beyond Flange Is
Optional,At Top & Bottom
RF Rafter
RF Rafter
Purlin Clip Purlin Clip
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
DRAWING NO.
TD35Rake Detail - PBR
Standard Rake - Sheeted Wall
Stitch Screw
(12" O.C.)
Member Screw
(12" O.C.)
Outside
Wall Panel
Stitch Screw
(12" O.C.)
Steel Line
Roof Panel
Fastener (MS1)
Tape Sealant
Closure
(at Each Member)
Rake Trim
Rake Angle
(SA1A)
Revised: 7/20/17
TD17Low Eave Detail - PBR
Simple Eave Trim - Sheeted Wall
Stitch Screw
(12" O.C.)
3 1/2"
Eave Trim
Outside Closure
(Optional)Wall Panel
DRAWING NO.
Roof Panel
Member Screw
SEE TD-7
Member Screw
(12" O.C.)1 1/4"Pop Rivet
(60" O.C.)
Eave Strut
Revised: 7/20/17
Top & Bottom
W/Tape Sealant
Inside Closure
Corner Trim
S.W. Panel
E.W. Panel
Steel Line
DRAWING NO.
TD40Section at Corner - PBR
Stitch Screw
(20" O.C.)
Member Screw
(12" O.C.)
Outside Corner Detail
Created On: 3/2/12
DRAWING NO.
TD51
"PBR" Panel
Member Screw
(12" O.C.)
F.O. Cover
Jamb Trim
Jamb Detail For Framed Opening - PBR
Trim (Optional)
Field cut panel
as required
"PBR" Panel
Member Screw
(12" O.C.)
F.O. Cover
Jamb Trim
Trim (Optional)
Field cut panel
as required
Panel Ending on Module
Panel Ending off Module
Jamb
Member Screw
(12" O.C.)
Fastener (RF1)
(12" O.C.)
Jamb
Fastener (RF1)
(12" O.C.)
(If cover trim used)
Member Screw
(12" O.C.)
(If cover trim used)
Revised On: 05/24/13Created On: 3/2/12
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Detail Drawings
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
D7 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable
Head Detail for Framed Opening
Not for Glass
Sill
DRAWING NO.
TD52Framed Opening Head and Sill Details
Head Trim
Member Screw
(12" O.C.)
Wall Panel
F.O. CoverTrim (Optional)
Member Screw
(12" O.C.)
(If cover trim used)Fastener (RF1)
(12" O.C.)
Sill Detail for Framed Opening
Revised On: 7/8/14Created On: 3/2/12
Header
Wall Panel
Member Screw
(12" O.C.)
Head Trim F.O. CoverTrim (Optional)
Fastener (RF1)
(12" O.C.)
Member Screw
(12" O.C.)
(If cover trim used)
NO.DATE DESCRIPTION BY CK'D
SHEET NO.JOB NO.
Detail Drawings
ISSUE
Port Townsend, Washington 98368
200? Otto Street
Marc Titterness
(PLEASE NOTE: COLOR NAMES VARY BY SUPPLIER. SEE COLOR CHART)
BUILDING COLORS
ROOF PANEL:
WALL PANEL:
EAVE TRIM:
GABLE TRIM:
CORNER TRIM:
JAMB TRIM:
GUTTER:
DOWNSPOUTS:
LINER PANEL:
Engineering SealCertification covers parts manufactured and delivered byStar State Steel LLC only and excludes parts such asdoors, windows, light transmitting panels, ridge vents,foundation design and erection of the building.
DESC.
CUST.
JOBADDR.CUST.ADDR.
SIZE
PROJ.
For ConstructionC10/23/21
CAD BY CK'D BY DATE SCALE
10/23/21JJ/MM NTS 1260538
60.00' x 125.00' x 16.00'
Port Angeles, Washington 98362
83 Island View
Marc Titterness
DRAWING REVISIONS
D8 C DSG.APR.APR.DATEDRAWING STATUSJJ/MM JJ/MM
JJ/MM
404 CR 421 Spicewood, TX 78669
PHONE: 830-372-4266
www.StarStateSteel.com
NANGIA P.E.7423 HOLLOW RIDGE DR.HOUSTON, TX 77095
RAL9006
RAL9016
RAL9006
RAL9006
RAL9016
RAL9016
Not Applicable
Not Applicable
Not Applicable