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FOR BUILDING ERECTION. THIS IS NOT AN APPROVAL SET, YOUR BUILDING IS BEING FABRICATED. NO CHANGES CAN BE MADE. 01/18/2022

HAE

01/18/2022

GENERAL NOTES:

BUILDING LOADS:

ASTM DESCRIPTION

MATERIALS

ASTM DESCRIPTION

MATERIALS

IBC 2015

DESIGN CODE:

ROOF AND WALL SHEETING A653 / A792 BOLTS

STRUCTURAL STEEL PLATE AS529 / A572 / A1011 HOT ROLLED MILLS SHAPES A36 / A529 / A572 / A500 HSS ROUND A500 HSS RECTANGULAR A500 COLD FORM SHAPES A653 / A1011

NAME ROOF DEAD (PSF)* PRIMARY COLLATERAL (PSF) SECONDARY COLLATERAL (PSF)

5.0 5.0 3.2 VEHICLE RESTOCKING

5.0 5.0 3.2 LOADING DOCK

2.0 2.0 2.5 OFFICE

WAREHOUSE 3.2 5.0 5.0

A307 / A325 / A490

BUILDING END USE:

4B - COMMUNITY EDUCATION IV - ESSENTIAL FACILITIES

A475

CABLE RODS

MBMA OCCUPANCY CLASS:

A529 / A572

20.00

ROOF LIVE LOAD:

REDUCIBLE PER CODE

01/10/2022 06:38:42am

3. BUILDING ERECTION NOTES: THE GENERAL CONTRACTOR AND/OR ERECTOR IS RESPONSIBLE TO SAFELY AND PROPERLY ERECT THE METAL BUILDING SYSTEM IN CONFORMANCE WITH THESE DRAWINGS, OSHA REQUIREMENTS AND EITHER MBMA OR CSA S16 STANDARDS PERTAINING TO PROPER ERECTION. TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, CRIBBING OR OTHER ELEMENTS FOR ERECTION ARE TO BE DETERMINED, FURNISHED AND INSTALLED BY THE ERECTOR. THESE SUPPORTS MUST SECURE THE STEEL FRAMING, OR PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED IN ADDITION TO LOADS RESULTING FROM THE ERECTION OPERATION. SECONDARY WALL AND ROOF FRAMING (PURLINS, GIRTS AND/OR JOIST) ARE NOT DESIGNED TO FUNCTION AS A WORKING PLATFORM OR TO PROVIDE AS AN ANCHORAGE POINT FOR A FALL ARREST /SAFETY TIE OFF. 2. STRUCTURAL PRIMER NOTE: SHOP COAT PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING FOR A SHORT PERIOD OF TIME. STORAGE IN EXTREME COLD TEMPERATURES OR WINTER SNOW CONDITIONS, INCLUDING TRANSPORTATION ON SALTED OR CHEMICALLY TREATED ROADS WILL ADVERSELY AFFECT THE DURABILITY AND LONGEVITY OF THE PRIMER. THE COAT OF SHOP PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND CORROSION RESISTANCE OF A FIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. MINOR ABRASIONS TO THE SHOP COAT PRIMER CAUSED BY HANDLING, LOADING, SHIPPING, UNLOADING AND ERECTION ARE UNAVOIDABLE AND ARE NOT THE RESPONSIBILITY OF THE METAL BUILDING MANUFACTURER. METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR THE DETERIORATION OF THE PRIMER OR CORROSION THAT MAY RESULT FROM ATMOSPHERIC AND ENVIRONMENTAL CONDITIONS NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING. 4. SPECIAL INSPECTION: SPECIAL INSPECTIONS AND TESTING THAT MAY BE REQUIRED BY GOVERNMENTAL OR OTHER AUTHORITY DURING CONSTRUCTION AND/OR STEEL FABRICATION (COLLECTIVELY, "INSPECTIONS") ARE NOT THE RESPONSIBILITY OF NBG, AND TO THE EXTENT REQUIRED IT SHALL BE THE RESPONSIBILITY OF THE BUILDER AND/OR OWNER. IN THE EVENT THE INSPECTIONS ARE REQUIRED, THE BUILDER AND/OR OWNER SHALL EMPLOY A THIRD PARTY QUALITY ASSURANCE TESTING AGENCY APPROVED BY THE RELEVANT AUTHORITY. IF SUCH REQUIREMENTS ARE NOT SPECIFICALLY INCLUDED IN NBG SALES DOCUMENTS, NO INSPECTIONS BY NBG OR AT ANY NBG FACILITY SHALL BE MADE. ALL NBG FACILITIES ARE ACCREDITED BY IAS AC472. 5. A325 & A490 BOLT TIGHTENING REQUIREMENTS : IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. FOR PROJECTS IN THE UNITED STATES SEE THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS OR FOR PROJECTS IN CANADA, SEE THE CAN/CSA S16 LIMIT STATES DESIGN OF STEEL STRUCTURES FOR MORE INFORMATION. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E., "SNUG-TIGHT" OR "FULLY-PRETENSIONED"), UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT REQUIREMENTS: A) ALL A490 BOLTS SHALL BE "FULLY-PRETENSIONED". B) ALL A325 BOLTS IN PRIMARY FRAMING (RIGID FRAMES AND BRACING) MAY BE "SNUG-TIGHT", EXCEPT AS FOLLOWS: "FULLY-PRETENSION"A325 BOLTS IF: a) BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5 TONS. b) BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT OR STRESS-REVERSALS ON THE CONNECTIONS. THE ENGINEER-OF- RECORD FOR THE PROJECT SHOULD BE CONSULTED TO EVALUATE FOR THIS CONDITION. c) THE PROJECT SITE IS LOCATED IN A HIGH SEISMIC AREA. FOR IBC-BASED CODES, "HIGH SEISMIC AREA" IS DEFINED AS "SEISMIC DESIGN CATEGORY" OF "D", "E", OR "F". SEE THE "BUILDING LOADS" SECTION OF THIS PAGE FOR THE DEFINED SEISMIC DESIGN CATEGORY FOR THIS PROJECT. d) ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS "A325-SC". "SLIP-CRITICAL (SC)" CONNECTIONS MUST BE FREE OF PAINT, OIL, OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. C) IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "FULLY PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS (PURLINS, GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACES. SECONDARY MEMBERS (PURLINS, GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACE CONNECTIONS MAY ALWAYS BE "SNUG-TIGHT", UNLESS INDICATED OTHERWISE IN THESE DRAWINGS. 5. GENERAL DESIGN NOTES : 1) ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS ARE DESIGNED IN ACCORDANCE WITH ANSI/AISC 360 “SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS” OR THE CAN/CSA S16 “LIMIT STATES DESIGN OF STEEL STRUCTURES”, AS REQUIRED BY THE SPECIFIED BUILDING CODE. 2) ALL WELDING OF STRUCTURAL STEEL IS BASED ON EITHER AWS D1.1 “STRUCTURAL WELDING CODE – STEEL” OR CAN/CSA W59 “WELDED STEEL CONSTRUCTION (METAL ARC WELDING)”, AS REQUIRED BY THE SPECIFIED BUILDING CODE. 3) ALL COLD FORMED MEMBERS ARE DESIGNED IN ACCORDANCE WITH ANSI/AISI S100 OR THE CAN/CSA S136 “SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS”, AS REQUIRED BY THE SPECIFIED BUILDING CODE. 4) ALL WELDING OF COLD FORMED STEEL IS BASED ON AWS D1.3 “STRUCTURAL WELDING CODE – SHEET STEEL” OR CAN/CSA W59 “WELDED STEEL CONSTRUCTION (METAL ARC WELDING)”, AS REQUIRED BY THE SPECIFIED BUILDING CODE. 5) ALL METAL BUILDING SUPPLIER FACILITIES ARE IAS AC-472 ACCREDITED FOR DESIGN AND FABRICATION OF METAL BUILDING SYSTEMS. FOR PROJECTS IN CANADA, DESIGN AND FABRICATION ARE DONE ONLY IN FACILITIES THAT ARE ALSO CAN/CSA A660 AND W47.1 CERTIFIED. 6) IF JOISTS ARE INCLUDED WITH THIS PROJECT, THEY ARE SUPPLIED AS A PART OF THE SYSTEMS ENGINEERED METAL BUILDING AND ARE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1926.758 OF OSHA SAFETY STANDARDS FOR STEEL ERECTION, DATED JANUARY 18, 2001. 7) COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS.

SNOW CT SNOW CS

0.00 1.00 1.00

GROUND SNOW LOAD:

--- ---

SNOW EXPOSURE FACTOR, CE: SNOW IMPORTANCE FACTOR, IS:

ROOF SNOW PS (PSF) ROOF SNOW **PM (PSF) WIND ENCLOSURE GCPI SEISMIC R SEISMIC CS BASE SHEAR (KIPS)

0.00 0.00 ENCLOSED +/- 0.18 3.00 0.047 3.3

0.00 0.00

Ss: 0.089 S1: 0.058

SEISMIC INFORMATION:

0.095 / 0.093

SEISMIC SDS/SD1:

2.7 0.047 3.00 +/- 0.18 ENCLOSED

3.4 0.047 3.00 +/- 0.18 ENCLOSED

0.3 0.047 3.00 +/- 0.18 ENCLOSED

SITE CLASS:

(972) 524-5407

(972) 524-5417 FAX:

1.50

SEISMIC IMP. FACTOR IE: SEISMIC DESIGN CATEGORY:

ANALYSIS PROCEDURE:

EQUIVALENT LATERAL FORCE PROCEDURE

PHONE:

BASIC SFRS:

NOT DETAILED FOR SEISMIC

WIND (MPH): (VULT) / (VASD): ***C & C PRESSURES (PSF):

131 MPH / 101 MPH 37 PSF / -49 PSF

EXPOSURE:

UL90:

*** ULTIMATE DESIGN WIND PRESSURES TO BE USED FOR WALL EXTERIOR COMPONENT AND CLADDING MATERIALS NOT PROVIDED BY METAL BUILDING MANUFACTURER. *PRIMARY STRUCTURAL NOT INCLUDED

Project Notes:

AND POSSIBLE BUILDING REINFORCEMENT. CHANGE TO THE INFORMATION SHOWN HERE WILL REQUIRE AN ENGINEERING INVESTIGATION DESIGNED FOR ANY ADDITIONAL MOMENT OR CATENARY FORCES FROM THE DOOR. ANY BASED ON THE STANDARD BUILDING CODE CRITERIA. FRAMED OPENINGS HAVE NOT BEEN 7) FRAMED OPENINGS HAVE BEEN DESIGNED TO SUPPORT WIND LOAD NORMAL TO THE WALL INDICATED. THE WALL SYSTEM BY OTHERS TO ACCOMMODATE THE LATERAL AND LONGITUDINAL DRIFTS AS 6) THE CONCRETE/ MASONRY WALL DESIGNER IS RESPONSIBLE FOR DESIGNING AND DETAILING CONTRACT-SPECIFIED GROUND SNOW) FOR ALL PARTIAL LOADING AND UNBALANCED SNOW LOAD CONDITIONS. LIVE LOAD (INCLUDING APPLICABLE REDUCTIONS) AND A CODE-DEFINED SNOW LOAD (BASED ON LIVE LOAD AND ROOF SNOW LOAD. IN ADDITION, THE DESIGN IS BASED ON APPLYING A CODE-DEFINED 4) THIS BUILDING SYSTEM DESIGN IS BASED ON UNIFORMLY APPLYING THE CONTRACT-SPECIFIED PER THE SPECIFIED BUILDING CODE. COMBINATION WITH DEAD AND COLLATERAL LOADS. ROOF SNOW IN OTHER LOADING CONDITIONS IS DETERMINED CONTRACT-SPECIFIED ROOF SNOW LOAD, WHICHEVER IS GREATER. THIS VALUE, PM, IS ONLY APPLIED IN 3) **PM IS BASED ON THE MINIMUM ROOF SNOW LOAD CALCULATED PER BUILDING CODE OR THE DETERMINED BY THE APPLICABLE CODE. BY THE MORE CRITICAL EFFECT OF ROOF LIVE LOAD OR ROOF SNOW LOAD, AS 2) THE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS IS CONTROLLED OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE THAN OTHERS. 500 POUNDS (USING THE WEB MOUNT DETAIL), OR 200 POUNDS (USING THE FLANGE MOUNT DETAIL), ARE SUSPENDED FROM ROOF MEMBERS, CONSULT THE M.B.S. IF THESE CONCENTRATED LOADS EXCEED DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING, HVAC EQUIPMENT, CEILINGS, ETC., 1) COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED, ARE ASSUMED TO BE UNIFORMLY 5) THE WALL SYSTEM BY OTHERS MUST WEIGH NO MORE THAN 55 PSF.

BUILDING SHEET 1

DRAWING TITLE

PROJECT NAME EMS - Phase II

T21V0558A ADDRESS

# RELEASE / REVISION DWN / CHK ENG DATE 0 ANCHOR RODS CM / ATS BMO 09/27/2021 1 PERMITS CM / ATS BMO 10/05/2021 2 REV. ANCHOR BOLTS BTW / JMW 11/29/2021 3 Finals BTW / TJF 01/06/2022 C2 SHEET DRAWING STATUS FOR CONSTRUCTION HAE

CUSTOMER NAME SIENNA CONSTRUCTION Baton Rouge, LA 70807 4060 T.B. Herndon Avenue

JOB NUMBER

01/ 18/ 202 2

6. GLOSSARY OF ABBREVIATIONS: A.B. = ANCHOR RODS

REQ’D = REQUIRED REV. = REVISION

MAX = MAXIMUM

BS = BOTH SIDES B.U. = BUILT-UP DIA = DIAMETER FLG = FLANGE F.S = FAR SIDE GA. = GAUGE

M.B. = MACHINE BOLTS

MBS = METAL BUILDING SUPPLIER SIM = SIMILAR

SL = STEEL LINE N.S. = NEAR SIDE MIN = MINIMUM TYP = TYPICAL

TBD = TO BE DETERMINED N/A = NOT APPLICABLE NIC = NOT IN CONTRACT SLV = SHORT LEG VERTICAL

THE DRAWINGS AND THE METAL BUILDING THEY REPRESENT ARE THE PRODUCT OF THE METAL BUILDING MANUFACTURER. THE REGISTERED PROFESSIONAL ENGINEER’S SEAL PERTAINS ONLY TO THE REQUIREMENTS LISTED HEREIN FOR THE MATERIALS DESIGNED AND SUPPLIED BY THE METAL BUILDING MANUFACTURER. THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED OR ENGAGED BY THE METAL BUILDING MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSTRUED AS SUCH.

PL = PLATE

H.S.B. = HIGH STRENGTH BOLTS O.A.L. = OVERALL LENGTH

HT. = HEIGHT

O.C. = ON CENTER

LLV = LONG LEG VERTICAL U.N.O. = UNLESS NOTED OTHERWISE ?? = PART MARK TO BE DETERMINED AND WILL BE UPDATED ON CONSTRUCTION DRAWINGS

GALVANIZED PRIMARY AND SECONDARY STEEL PRIMER COLOR LOADING DOCK

VEHICLE RESTOCKING

WAREHOUSE

RED PRIMARY AND SECONDARY STEEL PRIMER COLOR

PRIMARY AND SECONDARY STEEL PRIMER COLOR RED

01/10/2022 06:38:43am

ROOF LINE TRIM. COLOR: TBK ROOF PANEL CLIP TYPE: SHORT TYPE: CFR, 24 GAGE, FINISH: REFLECTIVE WHITE ROOF SHEETING

THERMAL BLOCKS: YES EPS FOAM SPACERS: NO ROOF PANEL CLIP TYPE: TALL TYPE: CFR, 24 GAGE, FINISH: REFLECTIVE WHITE ROOF SHEETING

ROOF SHEETING TYPE: CFR, 24 GAGE, FINISH: REFLECTIVE WHITE ROOF PANEL CLIP TYPE: TALL THERMAL BLOCKS: YES EPS FOAM SPACERS: NO

GUTTERS. COLOR: TBK DOWNSPOUTS. COLOR: TBK

(972) 524-5407

(972) 524-5417 FAX:

4 3/8" SYSTEM FIBERGLASS ROOF INSULATION(NOT BY METAL BUILDING MANUFACTURER). THICKNESS:

ROOF LINE TRIM. COLOR: TBK

PHONE:

ROOF LINE TRIM. COLOR: TBK

THERMAL BLOCKS: NO

EPS FOAM SPACERS: YES

GUTTERS. COLOR: TBK DOWNSPOUTS. COLOR: TBK

DOWNSPOUTS. COLOR: TBK GUTTERS. COLOR: TBK

WALL SHEETING

NONE

WALL SHEETING

BUILDING OPTIONS

8" SINGLE LAYER CAVITY FIBERGLASS WITH THERMAL TAPE WALL INSULATION(NOT BY METAL BUILDING MANUFACTURER). THICKNESS: WALL FRAMED OPENINGS. COVER TRIM COLOR: TBK WALL FRAMED OPENINGS. TRIM COLOR: TBK WALL BASE TRIM. COLOR: TBK WALL CORNER TRIM. COLOR: TBK TYPE: CLASSIC WALL, 24 GAGE, FINISH: TBK

TYPE: CLASSIC WALL, 24 GAGE, FINISH: TBK WALL CORNER TRIM. COLOR: TBK WALL BASE TRIM. COLOR: TBK WALL FRAMED OPENINGS. TRIM COLOR: TBK WALL FRAMED OPENINGS. COVER TRIM COLOR: TBK

NONE SELECTED

8" SINGLE LAYER CAVITY FIBERGLASS WITH THERMAL TAPE WALL INSULATION(NOT BY METAL BUILDING MANUFACTURER). THICKNESS:

BUILDING SHEET 2

DRAWING TITLE

BUILDING OPTIONS

PROJECT NAME EMS - Phase II

NONE SELECTED

OFFICE

T21V0558A ADDRESS

# RELEASE / REVISION DWN / CHK ENG DATE 0 ANCHOR RODS CM / ATS BMO 09/27/2021 1 PERMITS CM / ATS BMO 10/05/2021 2 REV. ANCHOR BOLTS BTW / JMW 11/29/2021 3 Finals BTW / TJF 01/06/2022 C3 SHEET DRAWING STATUS FOR CONSTRUCTION HAE

CUSTOMER NAME SIENNA CONSTRUCTION Baton Rouge, LA 70807 4060 T.B. Herndon Avenue

JOB NUMBER

PRIMARY AND SECONDARY STEEL PRIMER COLOR RED

ROOF SHEETING TYPE: CFR, 24 GAGE, FINISH: REFLECTIVE WHITE ROOF PANEL CLIP TYPE: TALL THERMAL BLOCKS: YES EPS FOAM SPACERS: NO

4 3/8" SYSTEM FIBERGLASS ROOF INSULATION(NOT BY METAL BUILDING MANUFACTURER). THICKNESS:

ROOF LINE TRIM. COLOR: TBK

DOWNSPOUTS. COLOR: TBK GUTTERS. COLOR: TBK

WALL SHEETING

TYPE: CLASSIC WALL,

24 GAGE,

FINISH:TBK

8" SINGLE LAYER CAVITY FIBERGLASS WITH THERMAL TAPE WALL INSULATION (NOT BY METAL BUILDING MANUFACTURER). THICKNESS: WALL FRAMED OPENINGS. COVER TRIM COLOR: TBK WALL FRAMED OPENINGS. TRIM COLOR: TBK WALL BASE TRIM COLOR: TBK WALL CORNER TRIM COLOR: TBK

BUILDING OPTIONS

NONE SELECTED

01/ 18/ 202 2

QTY SIZE ANCHOR ROD TABLE

136'-9"

3/4

152

55'-10"

40'-5"

40'-6"

2. BOTTOM OF BASE PLATE (B.O.B.P.) = 100'-0" EXCEPT AS NOTED. 1. FINISHED FLOOR ELEVATION = 100'-0" ERECTION NOTE!!!

01/10/2022 06:39:10am

23'-11 1/2"

23'-6"

8'-4 1/2"

15'-1 1/2"

25'-3 1/2"

19'-7"

20'-11"

11 1/2"

2'-8"

Notes:

BP03-A BP03-B BP03-C

(972) 524-5407

(972) 524-5417 FAX:

ENGINEER. LENGTH SHALL BE DETERMINED BY THE FOUNDATION DESIGN OF THE FOUNDATION DESIGN ENGINEER. ANCHOR ROD EMBEDMENT FORTH ON THESE DRAWINGS MAY BE UTILIZED AT THE DISCRETION DIAMETER MEETING OR EXCEEDING THE STRENGTH REQUIREMENTS SET UNLESS NOTED OTHERWISE. ANCHOR ROD MATERIAL OF EQUAL THE SPECIFIED ANCHOR ROD DIAMETER ASSUMES F1554 GRADE 36

LOADING DOCK

PHONE:

98'-0" 22'-4 1/2"

43'-8" 54'-4" 22'-4 1/2"

BP10-A

PBP09-B

PBP09-D

BP06-B

BP06-A

BP01-A

THIS DRAWING IS NOT TO SCALE.

PORTAL BRACED

BRACED BAY

FAMILIAR WITH LOCAL SITE CONDITIONS. RESPONSIBILITY OF A REGISTERED PROFESSIONAL ENGINEER, FOUNDATION DESIGN. THE FOUNDATION DESIGN IS THE METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR PROJECT

11 1/2"

BP06-A

BP02-D

BP06-A

20'-1 1/2" 23'-6 1/2" 21'-10 5/8" 21'-10 5/8" 10'-6 3/4"

BP04-A

H 19'-11" 21'-4 1/2" 13'-0 1/2"

18'-2" 23'-1 1/2" 13'-0 1/2"

NOT BY METAL BUILDING MANUFACTURER. BOLTS, AS WELL AS ALL CONCRETE/MASONRY EMBEDMENT PLATES ARE ALL ANCHOR RODS, FLAT WASHERS FOR ANCHOR RODS, EXPANSION

20'-1 1/2" 23'-6 1/2" 18'-1" 18'-2" 18'-1" 1'-4"

BP08-B

BP05-A

CONCRETE IS PLACED. SEE DETAILS FOR COLUMN ORIENTATION. BUILDING MANUFACTURER MUST BE CONTACTED IMMEDIATELY, BEFORE FROM THE ARCHITECTURAL FOUNDATION PLANS, THE METAL PATTERNS BE FOLLOWED. IN THE EVENT THAT THESE SETTINGS DIFFER FOOTPRINT OF THE METAL BUILDING. IT IS ESSENTIAL THAT THESE BOLT INDICATE WHERE THE ANCHOR BOLTS ARE TO BE PLACED, BUT ALSO THE THE ANCHOR BOLT SETTINGS SHOWN ON THESE DRAWINGS NOT ONLY DESIGN. FOR THE ANCHOR BOLTS IN THE DETAILS OF THE FOUNDATION CERTAIN THAT SUFFICIENT CONCRETE EDGE DISTANCE IS PROVIDED QUALIFIED PROFESSIONAL DESIGNING THE FOUNDATION TO MAKE MANUFACTURER SCOPE OF WORK, IT IS THE RESPONSIBILITY OF THE FOUNDATION DESIGN IS NOT WITHIN THE METAL BUILDING DEPENDING ON THE DETAILS OF THE FOUNDATION DESIGN. BECAUSE SATISFY ALL ANCHOR BOLT CONCRETE EDGE DISTANCE REQUIREMENTS MANUFACTURER. PLEASE NOTE THAT THESE REQUIREMENTS MAY NOT OF THE MATERIALS SUPPLIED BY THE METAL BUILDING MANUFACTURER SATISFY PERTINENT REQUIREMENTS FOR THE DESIGN THE ANCHOR BOLT LOCATIONS PROVIDED BY METAL BUILDING

ANCHOR ROD PLAN DRAWING TITLE

BP02-B

PROJECT NAME EMS - Phase II

WAREHOUSE

BP05-A

OFFICE

BP08-A

BRACED BAY

H.5

BP02-B

T21V0558A ADDRESS

# RELEASE / REVISION DWN / CHK ENG DATE 0 ANCHOR RODS CM / ATS BMO 09/27/2021 1 PERMITS CM / ATS BMO 10/05/2021 2 REV. ANCHOR BOLTS BTW / JMW BMO 11/29/2021 3 Finals BTW / TJF 01/06/2022 AB1 SHEET DRAWING STATUS FOR CONSTRUCTION HAE

CUSTOMER NAME SIENNA CONSTRUCTION Baton Rouge, LA 70807 4060 T.B. Herndon Avenue

BP04-A

JOB NUMBER

120'-4 1/2"

PBP09-C

PBP09-A

BP01-C

BRACED BAY

PORTAL BRACED

BP06-C

BP07-A

BP02-C

BP06-D

1'-4"

BP02-G

VEHICLE RESTOCKING

BP02-F

BP02-B

BP01-B

BP02-A

BP02-E

BRACED BAY

1'-4"

23'-11 1/2"

23'-6"

23'-11 1/2"

20'-11"

01/ 18/ 202 2

94'-11"

41'-10"

136'-9"

ANCHOR ROD PLAN

BP01-A

BP01-B

BP01-C

BP02-A

BP02-B

1/2 PLATE - 3/4 AB - 3" REQD. PROJECTION

8 1/8"

1 1/2"

8 1/8"

1 1/2"

STEEL LINE

5 3/8" 3" 3 1/2"

01/10/2022 06:39:11am

1 1/2" 1 1/2"

8" 3 1/2" 3" 5 3/8"

1 1/2" 1 1/2"

3 1/2" 3" 5 3/8"

11 7/8"

2" 3"

3 1/8"

11 7/8"

STEEL LINE

(972) 524-5407

(972) 524-5417 FAX:

1 1/2"

1'-4"

11 1/2"

PHONE:

3 1/8"

1'-4"

STEEL LINE

BP02-C

BP02-D

BP02-E

BP02-F

BP02-G

1/2 PLATE - 3/4 AB - 3" REQD. PROJECTION

STEEL LINE

3 1/8"

3" 2"

8 1/8"

3 1/8"

1 1/2" 1 1/2"

STEEL LINE

1 1/2" 1 1/2"

3 1/8"

3" 2"

2" 3" STEEL LINE

3 1/8"

1'-4"

BASE PLATE DETAILS DRAWING TITLE

8" STEEL LINE

8 1/8"

2" 3"

3 1/8"

PROJECT NAME EMS - Phase II

1 1/2" 1 1/2"

1'-4"

8 1/8"

4060 T.B. Herndon Avenue COLUMN BASE PLATES, EXCEPT 1/2 INCH DIAMETER ANCHOR RODS LOCATED AT DOORS WHICH SHALL ALL ANCHOR RODS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE BOTTOM OF THE ERECTION NOTE!!! 2. BOTTOM OF BASE PLATE (B.O.B.P.) = 100'-0" EXCEPT AS NOTED. 1. FINISHED FLOOR ELEVATION = 100'-0" ERECTION NOTE!!!

STEEL LINE

8 1/8"

STEEL LINE

CUSTOMER NAME SIENNA CONSTRUCTION Baton Rouge, LA 70807 PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED FROM CORROSION. DOUBLE NUTS, PLATE WASHERS, LEVELING PLATES, ETC., THAT MAY BE SPECIFIED BY OTHERS. ADDITIONAL PROJECTION LENGTH MUST BE CONSIDERED AND PROVIDED FOR ITEMS SUCH AS GROUT, ANCHOR BOLT MUST BE FLUSH WITH OR ABOVE THE TOP OF THE NUT. ONE 3/16 INCH WASHER, AND ONE HEAVY HEX NUT. IN THE INSTALLED POSITION, THE TOP OF THE THE PROJECTIONS SPECIFIED PROVIDE FOR A SINGLE BASE PLATE THICKNESS, AND APPLICATION OF ALL ANCHOR RODS SHALL HAVE A MINIMUM THREAD LENGTH OF 1/4 INCH LESS THAN THE PROJECTION. HAVE PROJECTION OF 1 INCH. JOB NUMBER T21V0558A ADDRESS

# RELEASE / REVISION DWN / CHK ENG DATE 0 ANCHOR RODS CM / ATS BMO 09/27/2021 1 PERMITS CM / ATS BMO 10/05/2021 2 REV. ANCHOR BOLTS BTW / JMW 11/29/2021 3 Finals BTW / TJF 01/06/2022 AB2 SHEET DRAWING STATUS FOR CONSTRUCTION HAE

BP03-A

BP03-B

BP03-C

BP05-A

BP04-A

1/2 PLATE - 3/4 AB - 3" REQD. PROJECTION

3/4 PLATE - 3/4 AB - 3" REQD. PROJECTION

1/2 PLATE - 3/4 AB - 3" REQD. PROJECTION

STEEL LINE

2 7/8"

3 1/2"

STEEL LINE

5 3/8" 3" 3 1/2"

1 1/2" 1 1/2"

5 3/8" 3" 3 1/2"

STEEL LINE

11 7/8"

5 3/8" 3" 3 1/2"

11 7/8"

1 1/2"

STEEL LINE

7 7/8"

2'-8"

1 1/2"

STEEL LINE

8 1/2"

1 1/2"

11 1/2"

STEEL LINE

BP06-A

BP06-B

BP06-C

BP06-D

3/4 PLATE - 3/4 AB - 3" REQD. PROJECTION

STEEL LINE

1'-4"

5 1/2" 3" 3 1/2"

1 1/2"

5 1/2" 3" 3 1/2"

1'-0"

01/ 18/ 202 2

3 1/2" 3" 5 1/2"

STEEL LINE

3 1/2" 3" 5 1/2"

1'-0"

STEEL LINE

1 1/2"

1'-0"

1 1/2"

1'-4"

STEEL LINE

BP07-A

BP08-A

BP08-B

PBP09-A

PBP09-B

3/4 PLATE - 3/4 AB - 3" REQD. PROJECTION

1/2 PLATE - 3/4 AB - 3" REQD. PROJECTION

11 7/8"

1 1/2"

STEEL LINE

11 7/8"

2" 10" 2"

01/10/2022 06:39:12am

1 1/2" 1 1/2"

1 1/2" 1 1/2" 5"

5" 5"

3 1/2" 3" 5 9/16"

1'-2"

STEEL LINE

6 1/4" 3 1/2" 3" 5 3/8"

1'-0 1/16"

(972) 524-5407

(972) 524-5417 FAX:

6 1/4" 3 1/2" 3" 5 3/8"

9 3/4"

2" 2"

9 3/4"

PHONE:

STEEL LINE

PBP09-C

PBP09-D

BP10-A

1/2 PLATE - 3/4 AB - 3" REQD. PROJECTION

3/4 PLATE - 3/4 AB - 3" REQD. PROJECTION

1'-0"

STEEL LINE

CLR. OPENING

VARIES

1 1/2" 1 1/2"

(2 3/4"-3 5/8")

STEEL LINE

5 3/8" 3"

3 1/2"

(USE (2) 1/2" DIA EXPANSION RODS PER COLUMN)

BASE PLATE DETAILS DRAWING TITLE

8 1/8"

GIRT DEPTH + 2"

5 1/2" 3"

3 1/2"

1 1/2" 1 1/2"

3 1/8" 3" 2"

PROJECT NAME EMS - Phase II

1 1/2"

11 1/2"

3/4"

(RECOMMENDED) SECTION A

STEEL LINE

OHDFO

11 7/8"

STEEL LINE

FRAMED OPENING TYPICAL OVERHEAD DOOR

# RELEASE / REVISION DWN / CHK ENG DATE 0 ANCHOR RODS CM / ATS BMO 09/27/2021 1 PERMITS CM / ATS BMO 10/05/2021 2 REV. ANCHOR BOLTS BTW / JMW 11/29/2021 3 Finals BTW / TJF 01/06/2022 AB3 SHEET DRAWING STATUS FOR CONSTRUCTION HAE

01/ 18/ 202 2

136'-9"

23'-7 1/2"

23'-6"

8'-4 1/2"

15'-1 1/2"

25'-3 1/2"

19'-7"

20'-11"

01/10/2022 06:40:33am

11 1/2"

2'-8"

RCB-200

(972) 524-5407

(972) 524-5417 FAX:

R D 0 5 - 3 0 1

PHONE:

RD 05- 370

RRB-200

RD 05- 370

RD 05- 301 RRB-200

RRB-200

43'-8" 54'-4" 22'-4 1/2"

RCB-2

RCB-5

PCB-2

RCB-2

RCB-7

RCB-2

MCW-1

RCB-4

ECB-1

PRB-2

ECW-6

RD 05- 11

R D 0 5 - 1 4

R D 0 5 - 1 8

ERW-7

RRB-9 RRB-8

L 20'-1 1/2" 23'-6 1/2" 21'-10 5/8" 21'-10 5/8" 10'-6 3/4" K

RRB-5

RRB-4

ECB-2

R D 0 5 - 8

19'-11" 16'-4" 5'-0 1/2" 13'-0 1/2"

18'-2" 23'-1 1/2" 13'-0 1/2"

ERW-4

RD 05- 12

RRB-2

R D 0 5 - 1 3

20'-1 1/2" 23'-6 1/2" 18'-1" 18'-2" 18'-1"

RRB-2

RCP-2

ECW-10

80C-17 80C105

ECW-5

AF0020

PRIMARY FRAMING SHAKEOUT PLAN DRAWING TITLE

RD 05- 9

RD 05- 2

RD 05- 9

AF0830

PROJECT NAME EMS - Phase II

ERW-6

RRB-6

ECB-3

R D 0 5 - 2

RD 05- 2

RCP-1

ECW-4

ECW-11

H.5

R D 0 5 - 8

T21V0558A ADDRESS

CUSTOMER NAME SIENNA CONSTRUCTION DRAWING STATUS FOR CONSTRUCTION Baton Rouge, LA 70807 4060 T.B. Herndon Avenue

# RELEASE / REVISION DWN / CHK ENG DATE 0 PERMITS CM / ATS BMO 10/05/2021 1 Finals BTW / TJF 01/06/2022 E01 SHEET HAE

JOB NUMBER

120'-4 1/2"

R D 0 5 - 9

ERW-3

RRB-3

RRB-1

RRB-7

PRB-1

ECW-3

ECB-4

RCB-1

RCB-3

RCB-8

RCB-1

PCB-1

RCB-6

RD 05- 16

RD 05- 5

1'-4"

ECW-9

R D 0 5 - 5

RD 05- 16

ERW-1 ERW-2

ECW-8

ECW-2

RD 05- 17

R D 0 5 - 9

R D0 5- 1 5

ERW-5

TYP UNO AF0010

RRB-10

ECW-7

ECW-1

RCB-9

23'-11 1/2"

23'-6"

23'-11 1/2"

20'-11"

01/ 18/ 202 2

94'-11"

41'-10"

Notes: PLACE METAL TAGGED END OF RAFTERS TOWARD THE LOW EAVE.

136'-9"

PRIMARY FRAMING SHAKEOUT PLAN

Notes: FOR COLUMN AND RAFTER MARK NUMBERS, SEE MARK NUMBER PLAN.

SPLICE BOLT TABLE

(2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.

SPLICE

BOLTS

CLEAR TO F.F.

PLATE SIZE

FOR THE EXPANDABLE ENDWALL RIGID FRAMES, IF FLANGE BRACING IS REQUIRED ON BOTH SIDES (2) OF AN EXPANDABLE ENDFRAME, THE OPPOSITE SIDE FLANGE BRACE WILL HAVE TO BE INSTALLED AT THE TIME OF EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION.

(4) 1/2 X 2 A325T

17'-1 1/8"

8" X 1/4

N/A

(4) 1/2 X 2 A325T

18'-7 15/16"

8" X 1/4

N/A

IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME.

(4) 1/2 X 2 A325T

19'-1 7/8"

6" X 3/8

"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.

01/11/2022 09:55:15am

(4) 1/2 X 2 A325T

20'-8 13/16"

8" X 1/4

N/A

(4) 1/2 X 2 A325T

21'-0 5/16"

6" X 3/8

RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.

(4) 1/2 X 2 A325T

22'-1 9/16"

8" X 1/4

N/A

G (4) 1/2 X 2 A325T

22'-10 11/16"

6" X 3/8

(4) 1/2 X 2 A325T

22'-1 9/16"

8" X 1/4

N/A

(972) 524-5407

(972) 524-5417 FAX:

(4) 1/2 X 2 A325T

20'-8 13/16"

8" X 1/4

N/A

REQUIRED FOR LINER OR INSULATION (SEE AG0105 OR AG0110) USE (1) EACH FBL & FBN CLIPS W/ (3) 1/2" A325 BOLTS AT EACH FRAME BRACE LOCATION WHERE

PHONE:

27' - 3 1 / 8"

2 7 ' - 3 1 / 8 "

1' - 4"

1 ' - 4 "

4 3 ' - 9 1 3 / 1 6 "

4' - 6"

4 ' - 6 "

3 ' - 5 1 / 8 "

4' - 6"

4 ' - 6 "

4' - 6 "

4 ' - 6 "

1 ' - 4 "

4' - 6"

4 ' - 6 "

4 ' - 6"

4 ' - 6 "

3' - 5 1/ 8"

CROSS SECTION AT LINE 1 (WAREHOUSE & VEHICLE STORAGE) DRAWING TITLE

4 ' - 6 "

F B C 4 2

4 ' - 6 "

F B C 4 2

4 ' - 6 "

F B C 4 2

4 ' - 6 "

F B C 4 2

4 ' - 6 "

PROJECT NAME EMS - Phase II

F B C 4 2

4 ' - 6 "

3 ' - 2 7 / 8 "

F B C 4 2

3 ' - 2 1 5 / 1 6 "

F BC 42

FB C4 2

F B C 4 2

FB C4 2

F BC 4 2

FBC 4 2

D E

3'-6" 3'-9" 3'-9" 3'-6" 4'-0" 3'-6"

3'-9" 3'-9" 3'-6" 3'-6" 3'-0" 4'-6"

T21V0558A ADDRESS

CUSTOMER NAME SIENNA CONSTRUCTION DRAWING STATUS FOR CONSTRUCTION Baton Rouge, LA 70807 4060 T.B. Herndon Avenue

# RELEASE / REVISION DWN / CHK ENG DATE 0 PERMITS CM / ATS BMO 10/05/2021 1 Finals BTW / TJF 01/06/2022 E02 SHEET HAE

FLANGE BRACING ATTACHMENT REFER TO AG0110 & AG0160 FOR

JOB NUMBER

7'-6" 5'-6" 5'-4 5/16"

22'-0"

18'-4 5/16"

1'-4"

20'-1 1/2"

23'-6 1/2"

18'-1"

18'-2"

18'-1"

43'-8"

54'-4"

98'-0"

CROSS SECTION AT LINE 1

01/ 18/ 202 2

Notes: FOR COLUMN AND RAFTER MARK NUMBERS, SEE MARK NUMBER PLAN.

SPLICE BOLT TABLE

(2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.

SPLICE

BOLTS

CLEAR TO F.F.

PLATE SIZE

(12) 3/4 X 3 A325T

19'-3 1/2"

6" X 1/2

(8) 3/4 X 3 A325T

22'-4 9/16"

6" X 1/2

IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME.

(12) 3/4 X 3 A325T

19'-3 1/2"

6" X 1/2

"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.

01/11/2022 09:55:17am

RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.

(972) 524-5407

(972) 524-5417 FAX:

PHONE:

2 7 ' - 3 1 / 8 "

27' - 3 1 / 8"

1' - 4"

1 ' - 4 "

4' - 6"

4 ' - 6 "

4' - 6"

4 ' - 6 "

4' - 6"

4 ' - 6 "

( 2 ) F B C 4 2

4' - 6"

4 ' - 6 "

( 2) FBC 42

( 2 ) F B C 4 2

4' - 6"

4 ' - 6 "

( 2) FBC 42

3' - 5 1 / 8"

3 ' - 5 1 / 8 "

( 2 ) F B C 4 4

( 2) FBC 44

( 2 ) F B C 4 6

( 2) FBC 46

CROSS SECTION AT LINE 2 & 3 (WAREHOUSE) DRAWING TITLE

3'-9" 3'-9" 3'-6" 3'-6" 4'-0" 3'-6"

3'-9" 3'-9" 3'-6" 3'-6" 3'-0" 4'-6"

PROJECT NAME EMS - Phase II

(2) FBC32

FLANGE BRACING ATTACHMENT REFER TO AG0110 & AG0160 FOR

(2) FBC32

T21V0558A ADDRESS

CUSTOMER NAME SIENNA CONSTRUCTION DRAWING STATUS FOR CONSTRUCTION Baton Rouge, LA 70807 4060 T.B. Herndon Avenue

# RELEASE / REVISION DWN / CHK ENG DATE 0 PERMITS CM / ATS BMO 10/05/2021 1 Finals BTW / TJF 01/06/2022 E03 SHEET HAE

JOB NUMBER

(2) FBC30

22'-0"

1'-0"

52'-4"

1'-0"

27'-2"

01/ 18/ 202 2

54'-4"

CROSS SECTION AT LINE 2 & 3 (WAREHOUSE)

Notes: FOR COLUMN AND RAFTER MARK NUMBERS, SEE MARK NUMBER PLAN.

(2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.

SPLICE BOLT TABLE

SPLICE

BOLTS

PLATE SIZE CLEAR TO F.F.

PLATE SIZE

(12) 3/4 X 3 A325T

19'-3 1/2"

6" X 1/2

IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME.

(8) 3/4 X 3 A325T

22'-4 9/16"

6" X 1/2

"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.

01/10/2022 06:40:38am

C (12) 3/4 X 3 A325T

19'-3 1/2"

6" X 1/2

RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.

(972) 524-5407

(972) 524-5417 FAX:

PHONE:

27' - 3 1 / 8"

2 7 ' - 3 1 / 8 "

1' - 4"

1 ' - 4 "

4' - 6"

4 ' - 6 "

4' - 6"

4 ' - 6 "

4' - 6"

4 ' - 6 "

( 2 ) F B C 4 2

4' - 6"

4 ' - 6 "

( 2) FBC 42

( 2 ) F B C 4 2

4' - 6"

4 ' - 6 "

( 2) FBC 42

3' - 5 1 / 8"

3 ' - 5 1 / 8 "

( 2 ) F B C 4 4

( 2) FBC 44

( 2 ) F B C 4 6

( 2) FBC 46

CROSS SECTION AT LINE 5 (WAREHOUSE) DRAWING TITLE

3'-9" 3'-9" 3'-6" 3'-6" 4'-0" 3'-6"

3'-9" 3'-9" 3'-6" 3'-6" 3'-0" 4'-6"

PROJECT NAME EMS - Phase II

(2) FBC32

FLANGE BRACING ATTACHMENT REFER TO AG0110 & AG0160 FOR

(2) FBC32

T21V0558A ADDRESS

CUSTOMER NAME SIENNA CONSTRUCTION DRAWING STATUS FOR CONSTRUCTION Baton Rouge, LA 70807 4060 T.B. Herndon Avenue

# RELEASE / REVISION DWN / CHK ENG DATE 0 PERMITS CM / ATS BMO 10/05/2021 1 Finals BTW / TJF 01/06/2022 E04 SHEET HAE

(2) FBC32

JOB NUMBER

(2) FBC30

22'-0"

1'-0"

52'-4"

1'-0"

27'-2"

01/ 18/ 202 2

54'-4"

CROSS SECTION AT LINE 5 (WAREHOUSE)

Notes: FOR COLUMN AND RAFTER MARK NUMBERS, SEE MARK NUMBER PLAN.

(2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.

SPLICE BOLT TABLE

SPLICE

BOLTS

CLEAR TO F.F.

PLATE SIZE

(12) 3/4 X 3 A325T

19'-3 1/2"

6" X 1/2

IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME.

(8) 3/4 X 3 A325T

22'-4 9/16"

6" X 1/2

"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.

01/10/2022 06:40:39am

(12) 3/4 X 3 A325T

19'-3 1/2"

6" X 1/2

RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.

(972) 524-5407

(972) 524-5417 FAX:

27' - 3 1 / 8"

2 7 ' - 3 1 / 8 "

PHONE:

1' - 4"

1 ' - 4 "

4' - 6"

4 ' - 6 "

4' - 6"

4 ' - 6 "

4' 6"

4 ' - 6 "

4' - 6"

4 ' - 6 "

F B K 4 2

FBK 42

4' - 6"

4 ' - 6 "

F B K 4 2

3' - 5 1 / 8"

3 ' - 5 1 / 8 "

FBK 42

F B K 4 4

FBK 44

F B K 4 6

FBK 46

3'-9" 3'-9" 3'-6" 3'-6" 4'-0" 3'-6"

AD0070

3'-6" 3'-9" 3'-9" 3'-6" 3'-0" 4'-6"

FBK32

CROSS SECTION AT LINE 7 (WAREHOUSE) DRAWING TITLE

CSR07

FBK32

PROJECT NAME EMS - Phase II

FLANGE BRACING ATTACHMENT REFER TO AG0110 & AG0160 FOR

FBK32

T21V0558A ADDRESS

CUSTOMER NAME SIENNA CONSTRUCTION DRAWING STATUS FOR CONSTRUCTION Baton Rouge, LA 70807 4060 T.B. Herndon Avenue

# RELEASE / REVISION DWN / CHK ENG DATE 0 PERMITS CM / ATS BMO 10/05/2021 1 Finals BTW / TJF 01/06/2022 E05 SHEET HAE

JOB NUMBER

FBK30

22'-0"

FBK30

11 7/8"

17'-2 1/8"

23'-1 1/2"

12'-0 1/2"

1'-0"

H.5

27'-2"

01/ 18/ 202 2

54'-4"

CROSS SECTION AT LINE 7 (WAREHOUSE)

Notes: FOR COLUMN AND RAFTER MARK NUMBERS, SEE MARK NUMBER PLAN.

SPLICE BOLT TABLE

(2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.

SPLICE

BOLTS

CLEAR TO F.F.

PLATE SIZE

(4) 3/4 X 3 A325T

17'-3 7/8"

5" X 1/4

N/A

(4) 3/4 X 3 A325T

20'-10 3/16"

5" X 5/16

N/A

IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME.

"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.

01/10/2022 06:40:40am

RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.

(972) 524-5407

(972) 524-5417 FAX:

4 3 ' - 9 1 3 / 1 6 "

PHONE:

1 ' - 4 "

4 ' - 6 "

( 2 ) F B C 4 2

4 ' - 6 "

( 2 ) F B C 4 4

4 ' - 6 "

( 2 ) F B C 4 8

4 ' - 6 "

( 2 ) F B C 4 8

3 ' - 2 7 / 8 "

3 ' - 2 1 5 / 1 6 "

( 2 ) F B C 4 4

( 2 ) F B C 4 2

CROSS SECTION AT LINE 2 & 3 (VEHICLE RESTOCKING) DRAWING TITLE

PROJECT NAME EMS - Phase II

7'-6" 5'-6" 5'-4 5/16"

FLANGE BRACING ATTACHMENT REFER TO AG0110 & AG0160 FOR

FBC30

T21V0558A ADDRESS

CUSTOMER NAME SIENNA CONSTRUCTION DRAWING STATUS FOR CONSTRUCTION Baton Rouge, LA 70807 4060 T.B. Herndon Avenue

# RELEASE / REVISION DWN / CHK ENG DATE 0 PERMITS CM / ATS BMO 10/05/2021 1 Finals BTW / TJF 01/06/2022 E06 SHEET HAE

JOB NUMBER

22'-0"

18'-4 5/16"

42'-0 1/8"

11 7/8"

43'-8"

01/ 18/ 202 2

CROSS SECTION AT LINE 2 & 3 (VEHICLE RESTOCKING)

Notes: FOR COLUMN AND RAFTER MARK NUMBERS, SEE MARK NUMBER PLAN.

SPLICE BOLT TABLE

(2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.

SPLICE

BOLTS

PLATE SIZE CLEAR TO F.F.

PLATE SIZE

(4) 3/4 X 3 A325T

17'-3 7/8"

5" X 1/4

N/A

(4) 3/4 X 3 A325T

20'-10 3/16"

5" X 5/16

N/A

IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME.

"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.

01/10/2022 06:40:41am

RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.

(972) 524-5407

(972) 524-5417 FAX:

PHONE:

4 3 ' - 9 1 3 / 1 6 "

1 ' - 4 "

4 ' - 6 "

( 2 ) F B C 4 2

4 ' - 6 "

( 2 ) F B C 4 4

4 ' - 6 "

( 2 ) F B C 4 8

4 ' - 6 "

( 2 ) F B C 4 8

3 ' - 2 7 / 8 "

3 ' - 2 1 5 / 1 6 "

( 2 ) F B C 4 4

( 2 ) F B C 4 2

CROSS SECTION AT LINE 5 (VEHICLE RESTOCKING) DRAWING TITLE

PROJECT NAME EMS - Phase II

7'-6" 5'-6" 5'-4 5/16"

FLANGE BRACING ATTACHMENT REFER TO AG0110 & AG0160 FOR

FBC30

T21V0558A ADDRESS

CUSTOMER NAME SIENNA CONSTRUCTION DRAWING STATUS FOR CONSTRUCTION Baton Rouge, LA 70807 4060 T.B. Herndon Avenue

# RELEASE / REVISION DWN / CHK ENG DATE 0 PERMITS CM / ATS BMO 10/05/2021 1 Finals BTW / TJF 01/06/2022 E07 SHEET HAE

JOB NUMBER

22'-0"

18'-4 5/16"

42'-0 1/8"

11 7/8"

43'-8"

01/ 18/ 202 2

CROSS SECTION AT LINE 5 (VEHICLE RESTOCKING)

Notes: FOR COLUMN AND RAFTER MARK NUMBERS, SEE MARK NUMBER PLAN.

(2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.

IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME.

SPLICE BOLT TABLE

"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.

01/10/2022 06:40:43am

SPLICE

BOLTS

PLATE SIZE CLEAR TO F.F.

PLATE SIZE

RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.

(4) 1/2 X 2 A325T

17'-0 7/8"

8" X 1/4

N/A

(4) 1/2 X 2 A325T

18'-7 11/16"

8" X 1/4

N/A

C (4) 1/2 X 2 A325T

20'-5 7/8"

8" X 1/4

N/A

(972) 524-5407

(972) 524-5417 FAX:

PHONE:

1 ' - 4 "

4 3 ' - 9 1 3 / 1 6 "

4 ' - 6 "

F B C 4 2

4 ' - 6 "

F B C 4 2

4 ' - 6 "

3 ' - 2 7 / 8 "

3 ' - 2 1 5 / 1 6 "

F B C 4 2

CROSS SECTION AT LINE 7 (VEHICLE RESTOCKING) DRAWING TITLE

PROJECT NAME EMS - Phase II

FLANGE BRACING ATTACHMENT REFER TO AG0110 & AG0160 FOR

7'-6" 5'-6" 5'-4 5/16"

T21V0558A ADDRESS

CUSTOMER NAME SIENNA CONSTRUCTION DRAWING STATUS FOR CONSTRUCTION Baton Rouge, LA 70807 4060 T.B. Herndon Avenue

# RELEASE / REVISION DWN / CHK ENG DATE 0 PERMITS CM / ATS BMO 10/05/2021 1 Finals BTW / TJF 01/06/2022 E08 SHEET HAE

JOB NUMBER

22'-0"

18'-4 5/16"

20'-1 1/2"

23'-6 1/2"

43'-8"

01/ 18/ 202 2

CROSS SECTION AT LINE 7 (VEHICLE RESTOCKING)

Notes: FOR COLUMN AND RAFTER MARK NUMBERS, SEE MARK NUMBER PLAN.

(2) INDICATES THAT FLANGE BRACING IS REQUIRED ON BOTH SIDES OF THE FRAME LINE.

SPLICE BOLT TABLE

SPLICE

BOLTS

PLATE SIZE CLEAR TO F.F.

PLATE SIZE

IF (2) IS NOT INDICATED, ONLY ONE FLANGE BRACE IS REQUIRED AND CAN BE LOCATED ON EITHER SIDE OF THE FRAME.

(4) 3/4 X 3 A325T

13'-8 3/4"

5" X 1/4

N/A

"*" INDICATES THE LONG SIDE OF THE INTERIOR COLUMNS. COLUMNS AT THE RIDGE ARE TYPICALLY "FLAT-TOP" COLUMNS, UNLESS INDICATED BY THE "*" SYMBOL.

01/10/2022 06:40:43am

(4) 3/4 X 3 A325T

15'-6 7/16"

5" X 5/16

N/A

RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS RELEASED.

(972) 524-5407

(972) 524-5417 FAX:

PHONE:

2 2 ' - 5 7 / 1 6 "

1 ' - 4 "

4 ' - 6 "

3 ' - 1 7 / 1 6 "

FBC 42

CROSS SECTION AT LINE 4 (LOADING DOCK) DRAWING TITLE

PROJECT NAME EMS - Phase II

FLANGE BRACING ATTACHMENT REFER TO AG0110 & AG0160 FOR

T21V0558A ADDRESS

CUSTOMER NAME SIENNA CONSTRUCTION DRAWING STATUS FOR CONSTRUCTION Baton Rouge, LA 70807 4060 T.B. Herndon Avenue

# RELEASE / REVISION DWN / CHK ENG DATE 0 PERMITS CM / ATS BMO 10/05/2021 1 Finals BTW / TJF 01/06/2022 E09 SHEET HAE

JOB NUMBER

16'-8 3/8"

14'-10"

11 7/8"

21'-4 5/8"

22'-4 1/2"

01/ 18/ 202 2

CROSS SECTION AT LINE 4 (LOADING DOCK)

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