1 - C-0 2 Appendix 5 Ref... · taking care of our customers for field issues call greg santucci or...

HAREWOOD COVERED MULTI-PURPOSE CCANBUILD SMART SOLUTIONS

W17F0146A06/02/2017

TAKING CARE OF OUR CUSTOMERSFOR FIELD ISSUES CALL

GREG SANTUCCI or JOHN SILVEIRA

[email protected](775) 887 - 2931

NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE1 BM / 06/01/2017JHPLANS FOR PERMIT 0 BM / 05/26/2017JHADV. ANCHORS

SHEET:

W17F0146A C-1CANBUILD SMART SOLUTIONS

HAREWOOD COVERED MULTI-PURPOSE C740-752 HOWARD AVENUE

DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:

DESIGN: MSA 47.3 BIM: v20.7SOFTWARE VERSIONS

THE REGISTERED PROFESSIONALENGINEER WHOSE SEAL APPEARSON THESE DRAWINGS IS EMPLOYEDBY THE MANUFACTURERAND DOES NOT SERVE ASOR REPRESENT THE PROJECTENGINEER OF RECORD AND SHALLNOT BE CONSIDERED AS SUCH.

NANAIMO, BC V9T 6J9,

BUILDING ERECTION NOTES1. THE METAL BUILDING SUPPLIER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION.2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSITE.3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RESIST ALL OF THE CRITICAL COMBINATIONSFOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS AND LOAD COMBINATIONS MUST BE USED TO DETERMINE THE DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS.4. REINFORCING BARS, WIRE MESH, ANCHOR ROD SHEAR ANGLES, TIE RODS AND / OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED INTO THE FOUNDATION DESIGN.THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS, MUST BE SUSTAINED BY HAIRPINS, TIE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEANS. 5. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHALLEXTEND TO THE NATURAL GRADE. IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST LINE.6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB, AS SPECIFIED BY THE FOUNDATION DESIGNER.7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR RODS SHALL BE ACCURATELY SET TO A TOLERANCE +/- 1/16 INCH ON DIMENSIONS WITHINTHE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A +/- 1/8 INCH TOLERANCE.8. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS.9. UNLESS EXPLICITLY NOTED OTHERWISE, ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR RODS), OTHER MATERIALS, AND LABOR SHALL BE SUPPLIED BY THE FOUNDATIONCONTRACTOR.10. ANCHOR RODS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY.11. THE EMBEDMENT OF THE ANCHOR RODS IN THE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR ROD EDGE DISTANCE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER.THE FRAME REACTIONS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED.12. ALL ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 OR EQUAL IN ORDER TO CONFORM TO THE METAL BUILDING SUPPLIER'S DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVENIN THE AISC MANUAL OF STEEL CONSTRUCTION.13. ANCHOR ROD DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE ANCHOR BOLT PLAN. ANCHOR RODS FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED.

BASIC MATERIAL SPECIFICATIONSPRIMARY FRAMING STEEL

STEEL FOR MILL-ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 36, ASTM A 572 GRADE 50 OR 55, OR ASTM A 992.STEEL FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING:

A. ASTM A 1011 SS, GRADE 55B. ASTM A 1011 HSLAS, GRADE 55, CLASS 1C. ASTM A 572 GRADE 55D. ASTM A 529 GRADE 55

STEEL FOR ENDWALL "C" SECTIONS SHALL CONFORM TO ASTM A 1011 SS, GRADE 55, OR HSLAS, GRADE 55, CLASS 1.STEEL FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASTM A 500 GRADE B, 42 KSI.

SECONDARY FRAMING STEELSTEEL USED TO FORM PURLINS, GIRTS, EAVE STRUTS AND "C" SECTIONS SHALL CONFORM TO ASTM A1011 SS, GRADE 55, OR HSLAS GRADE 55, CLASS 1, OR IFGALVANIZED SHALL CONFORM TO ASTM A653 SS, GRADE 55, G90 OR HSLAS, GRADE 55, CLASS 1, G90.

ROOF AND WALL PANEL MATERIAL

PANEL MATERIAL SHALL BE ALUMINUM-ZINC ALLOY-COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE 80. EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING:MATERIAL MAY BE EITHER 26 OR 24 GAGE. PANEL MATERIAL SHALL BE ALUMINUM-ZINC ALLOY-COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE 50, CLASS 1.MATERIAL MAY BE EITHER 24 OR 22 GAGE. PANEL MATERIAL SHALL BE ZINC-COATED (GALVANIZED) STEEL, COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS, GRADE 80, CLASS 1 OR CLASS 2,OR HSLAS, GRADE 80. MATERIAL MAY BE EITHER 26 OR 24 GAGE.PANEL MATERIAL SHALL BE ZINC-COATED (GALVANIZED) STEEL, COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS, GRADE 50, CLASS 1 OR CLASS 3,MATERIAL MAY BE EITHER 24 OR 22 GAGE.

BRACE MATERIALS: BRACE CABLES: ASTM A 475, 7-STRAND EHS WIRE CABLE BC4 = 1/4" DIA.(7mm) BC5 = 5/16" DIA.(8mm) BC6 = 3/8" DIA.(10mm) BC8 = 1/2" DIA.(13mm) BRACE RODS: ASTM A 572, 50 KSI (UPSET THREADS) BR5 = 5/8" DIA.(16mm) BR6 = 3/4" DIA.(20mm) BR7 = 7/8" DIA.(23mm) BR8 = 1" DIA.(26mm)

BR12 = 1 1/2" DIA.(39mm)BR11 = 1 3/8" DIA.(35mm) BR10 = 1 1/4" DIA.(32mm)BR9 = 1 1/8" DIA.(29mm)OR ASTM A 529, 50 KSI (CUT THREADS)STRUCTURAL PRIMER NOTE:

"SHOP COAT PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING DURING TRANSPORTATION TO THE JOBSITE AND FOR NOT MORE THAN 45 DAYS FROM THE APPLICATION.STORAGE IN EXTREME COLD TEMPERATURES OR WINTER SNOW CONDITIONS, INCLUDING TRANSPORTATION ON SALTED OR CHEMICALLY TREATED ROADS WILL ADVERSELY AFFECT THEDURABILITY AND LONGEVITY OF THE PRIMER. THE COAT OF SHOP PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND CORROSION RESISTANCEOF A FIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. MINOR ABRASIONS TO THE SHOP COAT PRIMER CAUSED BY HANDLING, LOADING, SHIPPING, UNLOADING ANDERECTION ARE UNAVOIDABLE AND ARE NOT THE RESPONSIBILITY OF THE METAL BUILDING SUPPLIER. ABC IS NOT RESPONSIBLE FOR THE DETERIORATION OF THE PRIMER ORCORROSION THAT MAY RESULT FROM NEITHER ATMOSPHERIC AND ENVIRONMENTAL CONDITIONS NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING."

"AS A MINIMUM AND SECONDARY TO MORE STRENUOUS JOB SPECIFIC REQUIREMENTS, PROJECTS LOCATED IN CANADA MUST BE ERECTED WITHIN TOLERANCES AS DEFINED IN SECTION 29.7 OF SPECIFICATION S16.01 AND PROJECTS IN OTHER LOCATIONS MUST BE ERECTED WITHINTOLERANCES AS DEFINED IN THE LATEST EDITION OF THE METAL BUILDING SYSTEMS MANUAL, PUBLISHED BY THE MBMA."

OPERATION IS TO BE DETERMINED, FURNISHED AND INSTALLED BY THE ERECTOR. THESE SUPPORTS MUST SECURE THE STEEL FRAMING,

CONSTRUCTION BRACING NOTE:TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION

OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED RESULTING FROM WIND AND OR SEISMIC ACTIVITY AND AGAINST THE LOADS RESULTING FROM THE ERECTION OPERATION.

BASE, ALL JOBS WITH JOISTS WILL LIKELY REQUIRE SOME FIELD WELDING (REGARDLESS OF BOLTED CONNECTIONS)

EFFECTED MAY INCLUDE (BUT ARE NOT LIMITED TO): ALL SHEETING PANELS LESS THAN 1'0 IN LENGTH WILL HAVE TO BE FIELD CUT FROM PANELS PROVIDED AS NOTED ON ERECTION DWGS,

ERECTOR NOTEFIELD WORK (TRIMMING, DRILLING, WELDING, ETC.) MAY BE REQ'D FOR CERTAIN CONDITIONS. ABC WILL NOT BE LIABLE FOR ADDITIONAL ERECTION COSTS DUE TO THIS WORK. CONDITIONS

SOME PORTAL FRAME KNEE BRACES REQUIRE FIELD WELDING OR DRILLING FOR CONNECTION AT RAFTER, FLUSH GIRT/PURLIN CONDITIONS MAY NEED TO BE SLOTTED TO ACCOMMODATEX-BRACING, "KICKER" BRACES AT OPEN ENDWALLS MAY REQUIRE FIELD DRILLED HOLES AT CONNECTION TO PURLINS, ANGLE X-BRACING MAY REQUIRE FIELD WELDING AT THE COLUMN

ABC -6115 COCA COLA BLVD.COLUMBUS, GA 31909PHONE: (706) 562-8020FAX: (706)562-8017

ABC -901 WEST MAIN STREETEL PASO, IL 61738PHONE: (309) 527-1500FAX: (309) 527.1522

ABC -1150 STATE DOCKS RD.EUFAULA, AL 36027PHONE: (334) 687-2032FAX: (334) 688-2200

ABC -2260 TENAYA DRIVEMODESTO, CA 95354PHONE: (209) 236-0580FAX: (209) 236-0588

ATLANTIC DIVISION

MIDWEST DIVISION

SOUTH DIVISION

WEST DIVISION

THE DRAWINGS LISTED ON THIS SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION.ACCORDANCE WITH AMERICAN BUILDINGS COMPANY'S "GENERAL ERECTION GUIDE" AND THE JOB ERECTION DRAWINGS.INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A PROPERLY DESIGNED FOUNDATION INBUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION ANDVENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED, ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY AMERICANBY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS ANDTHIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED

IS IN GENERAL ACCORDANCE WITH 2009 CAN/CSA-S16-09 LIMIT STATES DESIGN OF STEEL STRUCTURES AND 2007THE ABOVE DESIGN LOADS ARE APPLIED IN ACCORDANCE WITH THE 2012 BRITISH COLUMBIA BUILDING CODE. THE DESIGN

AND FABRICATION OF YOUR ORDER.AMERICAN BUILDINGS COMPANY SERVICEABILITY STANDARDS (2006 MBMA MANUAL CRITERIA) WILL BE USED FOR DESIGN

(70 KSI). D1.3 FOR MATERIAL LESS THAN 3mm (0.118") THICK AND ALL FILLER MATERIAL MUST HAVE A Fu OF 480 MPa IN W59-03 FOR FOR GROUP II MATERIAL GREATER THAN OR EQUAL 3mm (0.118") THICK OR TABLE 1.2 IN AWS W59-03 CRITERIA. WELD ELECTRODES USED FOR ALL FIELD WELD PROCESSES MUST BE SELECTED FROM TABLE 11.1 USED. ALL WELDING AND WELD PREP MUST BE COMPLETED AND VISUALLY INSPECTED IN ACCORDANCE WITH THE 2. ALL WELDING MUST BE PERFORMED BY CWB QUALIFIED WELDERS FOR THE WELDING PROCESSES AND POSITIONS TO BE 1. ROOF DESIGN IS BASED ON THE LARGER OF LIVE LOAD OR ROOF SNOW LOAD.NOTES:

Location = Nanaimo

Post-disasterBuilding Use Category = Normal: All buildings except those listed in Importance Categories Low, High, and

Seismic Importance Factor = 1.0 Site Classification for Seismic Site Response = D 0.18 g 2.0s Period Spectral Response Acceleration, Sa(2.0) 0.35 g 1.0s Period Spectral Response Acceleration, Sa(1.0) 0.69 g 0.5s Period Spectral Response Acceleration, Sa(0.5) 1 g 0.2s Period Spectral Response Acceleration, Sa(0.2) Equivalent Lateral Force ProcedureSEISMIC LOAD (E)

Wind Importance Factor = 1.0 Wind Exposure Factor = 0.9887 Open Condition = Category 2 10.44 psf 1:50-Year Hourly Wind Pressure obstructions, open water or shorelines thereof Wind Exposure Category = Open terrain is level terrain with only scattered buildings, trees or otherWIND LOAD (W)

Snow Importance Factor = 1.0 Snow Exposure Factor = 1.0 Snow Exposure Category = A normal situation of wind exposure and terrain applicable to most structures 8.354 psf 1:50-Year Rain Load 48.04 psf 1:50-Year Ground Snow Load 46.78 psf Roof Snow LoadSNOW LOAD (S)

In Other Loading Conditions 20.88 psf on Roof Members & Supporting Frames 20.88 psf When Applied As A Uniform Load In Combination with Dead and Collateral LoadsROOF LIVE LOAD (Lr)

5 psf On Supporting Frames 5 psf On Roof MembersCOLLATERAL LOAD (C)

DESIGN BASIS:IN ADDITION TO THE DEAD LOAD (D) OF THE BUILDING COMPONENTS, THE MEMBERS ARE DESIGNED ON THE FOLLOWING

PLANT.REFERENCED BUILDING HAVE BEEN DESIGNED IN OUR MODESTO, CA OFFICE FOR FABRICATION IN OUR CARSON CITY, NVTHIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY FOR THE

R(X-Bracing) = 1.50R(Rigid Frame) = 1.50

1. UNIFORM BUILDING CODE (ICBO) - #FA-285-CARSON CITY, NEVADA PLANT.

CAN/CSA-S136-07 NORTH AMERICAN COLD-FORMED STEEL SPECIFICATION.

006/01/17FOR PERMITS ONLYE-01 ~ E-16

106/01/17FOR PERMITS ONLYAB-1 ~ AB-2

006/01/17FOR PERMITS ONLYC-2

106/01/17FOR PERMITS ONLYC-1

NO.DATESTATUSNUMBER

REV.SHEET

DESIGN NOTES: 1. The frame at left endwall (FL.1) and the frame at the right endwall (FL.10) for the Multi- Purpose Court are not designed to accommodate any future additions. The frame at left endwall (FL.9) and the frame at the right endwall (FL.11) for Canopy 1 are not designed to accommodate any future additions. The frame at left endwall (FL.6) and the frame at the right endwall (FL.9) for Canopy 2 are not designed to accommodate any future additions. 2. New structures by ABC (Multi-Purpose Court, Canopy 1, and Canopy 2) are designed as Category 2 (Normal Building). 3. It is the responsibility of others, i.e. the engineer of record, to ensure that all structural systems and components not by ABC interact compatibly with ABC structural systems and components. See calculation package for deflection requirements of ABC frames and materials. 4. ABC has provided new structure(s) according to the ABC purchase order and company standards. ABC is not responsible for verifying that ABC’s design and detailing is compatible with materials by others. 5. 5.0 psf collateral load was used in ABC’s design as requested. No other special provisions have been made for concentrated point loads on frame. 6. As a minimum and secondary to more strenuous job specific requirements, projects located in Canada must be erected within tolerances as defined in Section 29.7 of Specification S16.01 and projects in other locations must be erected with tolerances as defined in the latest edition of the Metal Building Systems Manual, published by the MBMA. 7. ABC design assumes that no snow build-up conditions exist on the Multi-Purpose Court by ABC. Canopy 1 and Canopy 2 are designed to accommodate snow build-up from the Multi-Purpose Court.

06/02/2017

NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE0 BM / 06/01/2017JHPLANS FOR PERMIT

SHEET:

W17F0146A C-2CANBUILD SMART SOLUTIONS


DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:




06/02/2017

SHEET:

W17F0146A AB-1CANBUILD SMART SOLUTIONS


DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:





ANCHOR BOLT PLAN

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

641 1/4

683/4

QTYSIZEANCHOR BOLT TABLE

View Cleaner: ANCHOR BOLT PLAN

31/

2

31/

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238'-3 1/2

24'-10 11/16

238'-3 1/2

124'-5 7/16

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BP01-A2'-0" A.F.F.

BP01-A2'-0" A.F.F.

BP01-A2'-0" A.F.F.

BP01-A2'-0" A.F.F.

BP01-A2'-0" A.F.F.

BP06-B2'-0" A.F.F.

BP06-A2'-0" A.F.F.

BP01-A2'-0" A.F.F.

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06/02/2017

BP06-B [2'-0" A.F.F.]1/2 PLATE - 3/4 AB - 3" REQD. PROJECTION

BP06-A [2'-0" A.F.F.]1/2 PLATE - 3/4 AB - 3" REQD. PROJECTION

BP05-B [2'-0" A.F.F.]1/2 PLATE - 3/4 AB - 3" REQD. PROJECTION

BP05-A [2'-0" A.F.F.]1/2 PLATE - 3/4 AB - 3" REQD. PROJECTION

BP04-B [2'-0" A.F.F.]

1/2 PLATE - 3/4 AB - 3" REQD. PROJECTIONBP04-A [2'-0" A.F.F.]


3/8 PLATE - 3/4 AB - 3" REQD. PROJECTIONBP02-D [5'-0" A.F.F.]

3/8 PLATE - 3/4 AB - 3" REQD. PROJECTIONBP02-C [5'-0" A.F.F.]

3/8 PLATE - 3/4 AB - 3" REQD. PROJECTIONBP02-B [2'-0" A.F.F.]


3/4 PLATE - 1 1/4 AB - 3" REQD. PROJECTIONBP01-B [2'-0" A.F.F.]

3/4 PLATE - 1 1/4 AB - 3" REQD. PROJECTIONBP01-A [2'-0" A.F.F.]

View Cleaner: BP05-A [2'-0" A.F.F.]

View Cleaner: BP04-B [2'-0" A.F.F.]


View Cleaner: BP03-A [5'-0" A.F.F.]View Cleaner: BP02-D [5'-0" A.F.F.]

View Cleaner: BP02-C [5'-0" A.F.F.]



View Cleaner: BP01-B [2'-0" A.F.F.]View Cleaner: BP01-A [2'-0" A.F.F.]

PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED FROM CORROSION.

WASHERS, LEVELING PLATES, ETC., THAT MAY BE SPECIFIED BY OTHERS.ADDITIONAL PROJECTION LENGTH MUST BE CONSIDERED AND PROVIDED FOR ITEMS SUCH AS GROUT, DOUBLE NUTS, PLATE

NUT. IN THE INSTALLED POSITION, THE TOP OF THE ANCHOR BOLT MUST BE FLUSH WITH OR ABOVE THE TOP OF THE NUT.SPECIFIED PROVIDE FOR A SINGLE BASE PLATE THICKNESS, AND APPLICATION OF ONE 3/16 INCH WASHER, AND ONE HEAVY HEXALL ANCHOR RODS SHALL HAVE A MINIMUM THREAD LENGTH OF 1/4 INCH LESS THAN THE PROJECTION. THE PROJECTIONS

EXCEPT 1/2 INCH DIAMETER ANCHOR RODS LOCATED AT DOORS WHICH SHALL HAVE PROJECTION OF 1 INCH.ALL ANCHOR RODS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE BOTTOM OF THE COLUMN BASE PLATES,ERECTION NOTE!!!

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

3/4 PLATE - 1 1/4 AB - 3" REQD. PROJECTIONBP01-C [2'-0" A.F.F.]

1/2 PLATE - 3/4 AB - 3" REQD. PROJECTIONBP06-D [2'-0" A.F.F.]

1/2 PLATE - 3/4 AB - 3" REQD. PROJECTIONBP06-C [2'-0" A.F.F.]

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

SHEET:

W17F0146A AB-2CANBUILD SMART SOLUTIONS


DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:





View Cleaner: BP06-D [2'-0" A.F.F.]

View Cleaner: BP06-C [2'-0" A.F.F.]




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06/02/2017

View Cleaner: PRIMARY FRAMING SHAKEOUT PLAN

SHEET:

W17F0146A E-01CANBUILD SMART SOLUTIONS


DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:





238'-3 1/2

24'-10 11/16 24'-10 11/16

238'-3 1/2

124'-5 7/16 24'-10 11/16

EC4RC2 RC8

RC9

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RC11 RC11RC6 RC8

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12R

R14

RR

13

EC2 RC2 RC4

AA

6

6

PRIMARY FRAMING SHAKEOUT PLAN

119'

-0

27'-3

37'-3

EC1

ER

1

F

EI1D

RC1 RC3

RR

5

RR

1

27'-3

ER

7

EI6

ER

8

C

27'-3

ER

4EI3

B

RR

6

RR

2

RR

6

RR

3R

R4

RR

7

RC5

RR

5

RC7

RR

9

RR

6R

R6

RR

8

RR

2R

R2

RR

10

5 1/2 24'-5 3/16 24'-10 11/16 24'-10 11/16 24'-10 11/1654321

119'

-0

24'-10 11/1624'-10 11/16

RC12

RR

15

RC10

7

RR

16

RC12

RR

15

RC13

8

RR

1

RR

13R

R13

RR

14

RR

2R

R2

RR

4

13'-9

EI4

EC3

RC16

24'-5

RR

21

RC14

RR

17U

PP

ER

RR

18LO

WE

R

RC15

109

ER

5RR

19

RC18

RC17

RR

22

F

11

1'-0

ER

6E

R2

EI2

EI5

ER

3

RR

2R

R20

RR

3

24'-10 11/16 24'-10 11/16 24'-5 14'-910987

06/02/2017

8''4'-3 1/410GA

6" X 1/2 X 24'-2 9/168''8''20'-010GA6" X 1/2 X 24'-3 1/4ER7

8''8''20'-08GA

6" X 1/2 X 29'-5 5/88''8''9'-5 5/88GA6" X 1/2 X 29'-4 15/16ER1

10''10''8'-2 1/810GA

8" X 1/4 X 28'-2 1/810''10''20'-010GA8" X 1/4 X 28'-1 5/16EC1

INSIDEFLANGE

ENDINGWEB

DEPTH

STARTINGWEB

DEPTH

WEBLENGTH

WEBTHICK

OUTSIDEFLANGE

ASSEMBLYNAME

MEMBER SIZE TABLE

View Cleaner: COLUMN & BEAM CROSS SECTION AT FL. 1

NOTE: MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION.10''10''8'-2 1/810GA

8" X 1/4 X 28'-2 1/810''10''20'-010GA8" X 1/4 X 28'-1 5/16EC2

8''8''20'-08GA

6" X 1/2 X 29'-5 5/88''8''9'-5 5/88GA6" X 1/2 X 29'-4 15/16ER4

8''8''4'-3 1/410GA

6" X 1/2 X 24'-2 9/168''8''20'-010GA6" X 1/2 X 24'-3 1/4ER8

8''

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:




8" X 1/231'-7 11/16(8) 7/8 X 3 A325TE

6" X 1/46" X 1/433'-11 15/16(4) 1/2 X 1 1/4 A325T(8) 1/2 X 2''D

8" X 1/28" X 1/231'-8 7/16(8) 7/8 X 3 A325TC

N/A10" X 3/831'-7 7/8(4) 1/2 X 2 A325TB

N/A8" X 1/429'-6(4) 1/2 X 1 1/4 A325TA

PLATE SIZEPLATE SIZECLEAR TO F.F.BOLTSSPLICESPLICE BOLT TABLE


ENDWALL ELEVATION AT THIS FRAME LINE FOR ANY REQUIRED GIRTS.THIS FRAME MUST NOT BE ERECTED WITHOUT THE PIPE AND/OR GIRT STRUT MEMBERS. REFER TO THE

N/A8" X 1/429'-5 15/16(4) 1/2 X 1 1/4 A325TG

N/A10" X 3/831'-7 7/8(4) 1/2 X 2 A325TF

8" X 1/2

109'-0

54'-6

27'-3

24'-4 1/16

54'-8 1/4

1'-6

D

EI6

C

COLUMN & BEAM CROSS SECTION AT FL. 1

26'-4 1/2

28'-2

3/16

29'-5 11/16

31'-0

31'-0

3'-0

FB-1

CL-13

BR7-3

BR7-1

10 1/2

2'-0

20'-0

BRCP7REC

1

E

6@3'-4

A

2@3'-3 1/8

3'-0

4'-0

1/2

111/

2

FB-1

BRCP7R

FB-1

FB-1

2'-0

EI1

D

9 1/2 2'-6 1/2

7@3'-4IB-4

FB-1FB-1

CB

ER1

ER7

112

FB-1

FB-1FB-1

FB-1

3'-0

54'-6

26'-4 1/2

28'-2

3/16

29'-5 11/16

54'-8 1/4

6@3'-4

30'-1

1/2

31'-0

FB-1

CL-13

E F

G

BR7-2

BR7-1

ER8

ER4

EC

2

EI3

AB

112

27'-3

2'-0

2'-0

24'-4 1/16

2'-6 1/2 9 1/2FB-1

IB-4FB-1

FB-1

1'-6

7@3'-4

FB-1FB-1

FB-1

20'-0

10 1/2

2'-0

FB-1

FB-1

3'-0

3'-1

12

1/2

2@3'-3 1/8

FB-1

BRCP7R

06/02/2017

2'-620'-05/1610" X 1/2 X 23'-10 7/8RR2

2'-62'-69'-11 1/25/16

10" X 3/8 X 9'-11 1/22'-64'-6 1/415'-11 1/83/8

10" X 5/8 X 16'-54'-6 1/44'-6 7/84'-7 1/43/810" X 1/2 X 30'-5 15/16RR1

4'-6 13/163'-4 1/1613'-0 5/85/16

10" X 1" X 23'-11 3/83'-4 1/161'-3 1/814'-11 1/41/410" X 1/2 X 27'-11 7/8RC1

INSIDEFLANGE

ENDINGWEB

DEPTH

STARTINGWEB

DEPTH

WEBLENGTH

WEBTHICK

OUTSIDEFLANGE

ASSEMBLYNAME

MEMBER SIZE TABLE

View Cleaner: RIGID FRAME CROSS SECTION AT FL. 2-5 BLDG 1

1'-3 1/814'-11 1/41/410" X 3/8 X 28'-0RC2

2'-62'-69'-11 1/25/16

10" X 3/8 X 9'-11 1/22'-64'-6 1/415'-11 3/163/8

10" X 5/8 X 16'-54'-6 1/44'-6 13/164'-7 1/43/810" X 1/2 X 30'-5 15/16RR4

2'-62'-63'-10 7/85/16

10" X 3/8 X 23'-8 5/162'-62'-620'-05/1610" X 1/2 X 23'-10 7/8RR3

2'-62'-63'-10 7/85/16

10" X 3/8 X 23'-8 5/162'-6

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:




29'-11 3/4(8) 3/4 X 2 3/4 A325TB

10" X 1''10" X 1''25'-8 13/16(10)1 X 3 1/4 A325TA


NOTE: MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION.4'-6 7/83'-4 1/1613'-0 3/45/16

10" X 1" X 23'-11 1/23'-4 1/16


NOTE: PRETENSIONED BOLTS REQUIRED. REFER TO DETAIL MF91AA ON SED-00110" X 1''10" X 1''25'-8 7/8(12)1 X 3 1/4 A325TE

10" X 1/210" X 1/229'-11 3/4(8) 3/4 X 2 3/4 A325TD

10" X 5/810" X 5/831'-10 11/16(12) 7/8 X 3 A325TC

10" X 1/210" X 1/2

109'-0

54'-6

99'-7 5/8

24'-0 1/1654'-8 1/4

1'-6

FRAME ID: W17F0146A.01A 05/24/17 09:12

RIGID FRAME CROSS SECTION AT FL. 2-5 BLDG 1

54'-6

28'-2

7/16

30'-8 1/4

54'-8 1/4

3'-0

31'-0

IB-9

FB-6CL-13

4'-8 1/4

1'-4 5/8

2'-0

20'-0

E

RC

1

6@3'-4

A

2@3'-3 1/8

3'-0

3'-1

11'

-1

FB-11

FB-10

FB-7

24'-0 1/16

9 1/2 2'-6 1/2

7@3'-4

FB-6

C

B

RR1

RR2

FB-6

FB-6

112

FB-6

1'-6

28'-2

1/2

30'-8 1/4

6@3'-4

31'-0

31'-0

30'-1

1/2

3'-0

IB-9

CL-13

D

E

RR3

RR4

RC

2

2'-6 1/2 9 1/2FB-6

FB-6

FB-6

7@3'-4

FB-6

FB-6

112

4'-8 1/8

1'-4 1/2

2'-0

20'-0

A

FB-7

FB-10

2@3'-3 1/8

3'-0

3'-1

12

1/2

FB-11

06/02/2017

4'-6 7/84'-7 1/43/810" X 1/2 X 30'-5 15/16RR12

4'-6 13/163'-4 1/1613'-0 5/85/16

10" X 1" X 23'-11 3/83'-4 1/161'-3 1/814'-11 1/41/410" X 1/2 X 27'-11 7/8RC10

5" X 1/4 X 8'-3 1/161'-01'-08'-4 1/168GA5" X 1/4 X 8'-3 1/16RR11

5" X 1/4 X 11'-0 15/161'-01'-011'-0 15/168GA5" X 1/4 X 10'-11 7/8RC9

5" X 1/4 X 2'-7 1/169 7/169 1/22'-7 15/1610GA5" X 1/4 X 2'-7 1/16CNP1

INSIDEFLANGE

ENDINGWEB

DEPTH

STARTINGWEB

DEPTH

WEBLENGTH

WEBTHICK

OUTSIDEFLANGE

ASSEMBLYNAME

MEMBER SIZE TABLE

View Cleaner: RIGID FRAME CROSS SECTION AT FL. 6

2'-69'-11 1/25/16

10" X 3/8 X 9'-11 1/22'-64'-6 1/415'-11 3/163/8

10" X 5/8 X 16'-54'-6 1/44'-6 13/164'-7 1/43/810" X 1/2 X 30'-5 15/16RR14

2'-62'-63'-10 7/85/16

10" X 3/8 X 23'-8 5/162'-62'-620'-05/1610" X 1/2 X 23'-10 7/8RR13

2'-62'-69'-11 1/25/16

10" X 3/8 X 9'-11 1/22'-64'-6 1/415'-11 1/83/8

10" X 5/8 X 16'-54'-6 1/4

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:






10" X 1" X 23'-11 1/23'-4 1/161'-3 1/814'-11 1/41/410" X 3/8 X 28'-0RC11

2'-6


NOTE: PRETENSIONED BOLTS REQUIRED. REFER TO DETAIL MF91AA ON SED-00110" X 1''10" X 1''25'-8 7/8(12)1 X 3 1/4 A325TH

10" X 1/210" X 1/229'-11 3/4(8) 3/4 X 2 3/4 A325TG

10" X 5/810" X 5/831'-10 11/16(12) 7/8 X 3 A325TF

10" X 1/210" X 1/229'-11 3/4(8) 3/4 X 2 3/4 A325TE

10" X 1''10" X 1''25'-8 13/16(10)1 X 3 1/4 A325TD

N/A6" X 3/812'-9 5/16(4) 3/4 X 2 A325TC

N/A6" X 3/812'-1 3/16(4) 3/4 X 2 A325TB

N/A5" X 3/412'-2 1/16(4) 3/4 X 2 3/4 A325TA

54'-6

119'-0

99'-7 5/8

24'-0 1/1654'-8 1/4

FRAME ID: W17F0146A.03A 05/23/17 15:19

FRAME ID: W17F0146A.01A 05/24/17 09:12

RIGID FRAME CROSS SECTION AT FL. 6

28'-2

7/16

30'-8 1/4

6@3'-4

3'-0

31'-0

10'-0

13'-1

0

12'-11 3/4

8'-3 13/16

11'-0

5/8

12'-0 1/2

2@1'-6

20'-0

FB-1

2'-0

O.H.

1'-8 1/2

8 1'-0 1/2

2'-0

RC

9

F

2'-8 1/8

2'-0 2'-0 1'-9 1/2 2'-0

CNP1

A B

FB-1FB-2FB-1

112

1'-4 5/8

2'-0

E

RC

10

1'-3

IB-9

C

RR11

3'-0

3'-1

11'

-1

2@3'-3 1/8

D

FB-11

FB-10

7@3'-4

2'-6 1/2

FB-7FB-6

CL-13

RR12

112

9 1/2

E

FB-6

FB-6

FB-6

54'-6

28'-2

1/2

30'-8 1/4

54'-8 1/4

2'-6 1/2

31'-0

30'-1

1/2

3'-0

24'-0 1/16

7@3'-4

FB-6

1'-61'-6

F

FB-6 FB-6

RR13RR13

G

FB-6

FB-6

4'-8 1/8

1'-4 1/2

2'-0

20'-0

IB-9

RC

11

A

FB-10

6@3'-4

CL-13

RR14

112

9 1/2

FB-6FB-7

2@3'-3 1/8

3'-0

3'-1

12

1/2

H

FB-11

06/02/2017

4'-6 7/84'-7 1/43/810" X 1/2 X 30'-5 15/16RR16

4'-6 13/163'-4 1/1613'-0 5/85/16

10" X 1" X 23'-11 3/83'-4 1/161'-3 1/814'-11 1/41/410" X 1/2 X 27'-11 7/8RC10

5" X 1/4 X 8'-3 1/161'-01'-08'-4 1/168GA5" X 1/4 X 8'-3 1/16RR15

5" X 1/4 X 11'-0 15/161'-01'-011'-0 15/168GA5" X 1/4 X 10'-11 7/8RC12

5" X 1/4 X 2'-7 1/169 7/169 1/22'-7 15/1610GA5" X 1/4 X 2'-7 1/16CNP1

INSIDEFLANGE

ENDINGWEB

DEPTH

STARTINGWEB

DEPTH

WEBLENGTH

WEBTHICK

OUTSIDEFLANGE

ASSEMBLYNAME

MEMBER SIZE TABLE

View Cleaner: RIGID FRAME CROSS SECTION AT FL. 7-8

2'-69'-11 1/25/16

10" X 3/8 X 9'-11 1/22'-64'-6 1/415'-11 3/163/8

10" X 5/8 X 16'-54'-6 1/44'-6 13/164'-7 1/43/810" X 1/2 X 30'-5 15/16RR14

2'-62'-63'-10 7/85/16

10" X 3/8 X 23'-8 5/162'-62'-620'-05/1610" X 1/2 X 23'-10 7/8RR13

2'-62'-69'-11 1/25/16

10" X 3/8 X 9'-11 1/22'-64'-6 1/415'-11 1/83/8

10" X 5/8 X 16'-54'-6 1/4

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:






10" X 1" X 23'-11 1/23'-4 1/161'-3 1/814'-11 1/41/410" X 3/8 X 28'-0RC11

2'-6


NOTE: PRETENSIONED BOLTS REQUIRED. REFER TO DETAIL MF91AA ON SED-00110" X 1''10" X 1''25'-8 7/8(12)1 X 3 1/4 A325TH

10" X 1/210" X 1/229'-11 3/4(8) 3/4 X 2 3/4 A325TG

10" X 5/810" X 5/831'-10 11/16(12) 7/8 X 3 A325TF

10" X 1/210" X 1/229'-11 3/4(8) 3/4 X 2 3/4 A325TE

10" X 1''10" X 1''25'-8 13/16(10)1 X 3 1/4 A325TD

N/A6" X 3/812'-9 5/16(4) 3/4 X 2 A325TC

N/A6" X 3/812'-1 3/16(4) 3/4 X 2 A325TB

N/A5" X 3/412'-2 1/16(4) 3/4 X 2 3/4 A325TA

119'-0

54'-6

99'-7 5/8

24'-0 1/1654'-8 1/4

FRAME ID: W17F0146A.01A 05/24/17 09:12

FRAME ID: W17F0146A.03B 05/23/17 15:12

RIGID FRAME CROSS SECTION AT FL. 7-8

28'-2

7/16

30'-8 1/4

6@3'-4

3'-0

31'-0

10'-0

13'-1

0

12'-11 3/4

8'-3 13/16

11'-0

5/8

12'-0 1/2

2@1'-6

20'-0

2'-0

O.H.

1'-8 1/2

8 1'-0 1/2

2'-0

RC

12

F

2'-8 1/8

2'-0

FB-1FB-2FB-1

112

CNP1

AB

2'-0 1'-9 1/2 2'-0

1'-4 5/8

2'-0

E

RC

10

1'-3

IB-9

C

FB-1

RR15

3'-0

3'-1

11'

-1

2@3'-3 1/8

D

FB-11

FB-10

7@3'-4

FB-6FB-7 CL-13

RR16

112

9 1/2 2'-6 1/2

E

FB-6

FB-6

FB-6

54'-6

28'-2

1/2

30'-8 1/4

54'-8 1/4

2'-6 1/2

31'-0

30'-1

1/2

3'-0

24'-0 1/16

7@3'-4

FB-6

1'-61'-6

F

FB-6 FB-6

RR13RR13

G

FB-6

FB-6

4'-8 1/8

1'-4 1/2

2'-0

20'-0

IB-9

RC

11

A

FB-10

6@3'-4

FB-7CL-13

RR14

112

9 1/2

FB-62@3'-3 1/8

3'-0

3'-1

12

1/2

H

FB-11

06/02/2017

5" X 5/16 X 12'-7 7/8RC14

2'-62'-63'-10 7/85/165" X 1/4 X 2'-7 1/169 7/169 1/22'-7 15/1610GA5" X 1/4 X 2'-7 1/16CNP1

10" X 3/8 X 23'-8 5/162'-62'-620'-05/1610" X 1/2 X 23'-10 7/8RR35" X 1/4 X 5'-7 3/169 7/169 1/25'-8 1/1610GA5" X 1/4 X 5'-7 3/16CNP2

INSIDEFLANGE

ENDINGWEB

DEPTH

STARTINGWEB

DEPTH

WEBLENGTH

WEBTHICK

OUTSIDEFLANGE

ASSEMBLYNAME

INSIDEFLANGE

ENDINGWEB

DEPTH

STARTINGWEB

DEPTH

WEBLENGTH

WEBTHICK

OUTSIDEFLANGE

ASSEMBLYNAME

MEMBER SIZE TABLE

View Cleaner: RIGID FRAME CROSS SECTION AT FL. 9

4'-6 13/163'-4 1/1613'-0 5/85/16

2'-62'-69'-11 1/25/1610" X 1" X 23'-11 3/83'-4 1/161'-3 1/814'-11 1/41/410" X 1/2 X 27'-11 7/8RC15

10" X 3/8 X 9'-11 1/22'-64'-6 1/415'-11 3/163/85" X 1/4 X 8'-2 3/41'-01'-08'-3 3/48GA5" X 1/4 X 8'-2 3/4RR17

10" X 5/8 X 16'-54'-6 1/44'-6 13/164'-7 1/43/810" X 1/2 X 30'-5 15/16RR205" X 1/4 X 12'-8 15/161'-01'-012'-8 15/168GA

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:




10" X 3/8 X 9'-11 1/22'-64'-6 1/415'-11 1/83/8

10" X 5/8 X 16'-54'-6 1/44'-6 7/84'-7 1/43/810" X 1/2 X 30'-5 15/16RR19

4'-6 7/83'-4 1/1613'-0 3/45/165" X 1/4 X 8'-2 3/41'-01'-08'-3 3/48GA5" X 1/4 X 8'-2 3/4RR18

10" X 1" X 23'-11 1/23'-4 1/161'-3 1/814'-11 1/41/410" X 3/8 X 28'-0RC8


NOTE: MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION.2'-62'-63'-10 7/85/16

10" X 3/8 X 23'-8 5/162'-62'-620'-05/1610" X 1/2 X 23'-10 7/8RR2

2'-62'-69'-11 1/25/16 NOTE: PRETENSIONED BOLTS REQUIRED. REFER TO DETAIL MF91AA ON SED-001

I

10" X 1/210" X 1/229'-11 3/4(8) 3/4 X 2 3/4 A325TH

10" X 1''10" X 1''25'-8 13/16(10)1 X 3 1/4 A325TG

N/A6" X 1/217'-5 5/16(6) 3/4 X 2 3/4 A325TF

N/A6" X 1/212'-9 1/4(6) 3/4 X 2 3/4 A325TE

N/A6" X 1/216'-9 1/4(6) 3/4 X 2 A325TD

N/A6" X 1/212'-1 3/16(6) 3/4 X 2 A325TC

N/A5" X 3/416'-10 1/16(4) 3/4 X 2 3/4 A325TB

N/A5" X 3/412'-2 1/16(4) 3/4 X 2 3/4 A325TA

PLATE SIZEPLATE SIZECLEAR TO F.F.BOLTSSPLICE

SPLICE BOLT TABLE

(12)1 X 3 1/4 A325TK

(8) 3/4 X 2 3/4 A325TJ

(12) 7/8 X 3 A325T

10" X 1''10" X 1''25'-8 7/8

10" X 1/210" X 1/229'-11 3/4

10" X 5/810" X 5/831'-10 11/16

119'-0

54'-6

99'-7 5/8

24'-0 1/1654'-8 1/4

117'-3 7/16

RIGID FRAME CROSS SECTION AT FL. 9

28'-2

7/16

30'-8 1/4

12'-0 1/2

6@3'-4

31'-0

3'-0

3'-0

10'-0

12'-8

5/8

12'-11 11/16

1'-0 9/16

8'-3 3/4

1'-9 1/2 2'-0

20'-0

18'-3

13'-1

0

FB-1

FB-1

C

D

RC

14

RR17

RR18

RC

15

5'-0

O.H. CANOPY 1

2'-0

O.H. CANOPY 2

2'-0

5'-0

1'-8 9/16

8

5'-0

1'-8 9/16

F

CANOPY 2

LOWER CANOPY

FB-2

CNP1

A

2'-8 1/8

2'-0 2'-0

CNP2

FB-2 FB-2 FB-1

B

1'-4 5/8

2'-0

E

IB-9

FB-1FB-1

E

2@1'-6 1'-3

FB-1 FB-1 FB-1

F

8'-3 3/4

15'-0 11/16

6@1'-0

12

FB-11

G

5'-8 1/4

10 11/166@1'-3

3'-1

11'

-1

CANOPY 1

UPPER CANOPY

1

1

8

2@3'-3 1/8

12

2'-6 1/2

H

RR19

9 1/2

112

FB-6

FB-7

FB-10

CL-13

7@3'-4

FB-6

FB-6

54'-6

28'-1

1/2

3'-0

3'-0

24'-0 1/16

30'-8 1/4

54'-8 1/4

31'-0

FRAME ID: W17F0146A.02A 05/23/17 15:17

FRAME ID: W17F0146A.01A 05/24/17 09:12

7@3'-4

I

J

RR2 RR3

1'-6 1'-6

FB-6FB-6

FB-6

FB-6

FB-6

FB-6

2'-0

20'-0

4'-8 1/8

1'-4 1/2

2'-0

A

IB-9

RC

8

FB-10

K

RR20

6@3'-4

CL-13

2'-6 1/2 9 1/2

112

FB-6

FB-7

3'-1

11'

-1

2@3'-3 1/8

FB-11

06/02/2017

9 7/166'-1 9/1610GA5" X 1/4 X 6'-0 3/4CNP3

10''10''8'-2 1/810GA

8" X 1/4 X 28'-2 1/810''10''20'-010GA8" X 1/4 X 28'-1 5/16EC3

5" X 1/4 X 8'-2 9/161'-01'-08'-3 9/168GA5" X 1/4 X 8'-2 9/16RR21

6" X 1/4 X 12'-8 15/161'-01'-012'-8 15/168GA6" X 1/2 X 12'-7 7/8RC16

5" X 1/4 X 5'-7 3/169 7/169 1/25'-8 1/1610GA5" X 1/4 X 5'-7 3/16CNP2

INSIDEFLANGE

ENDINGWEB

DEPTH

STARTINGWEB

DEPTH

WEBLENGTH

WEBTHICK

OUTSIDEFLANGE

ASSEMBLYNAME

MEMBER SIZE TABLE

View Cleaner: COLUMN & BEAM CROSS SECTION AT FL. 10

8''9'-5 1/28GA6" X 1/2 X 29'-4 13/16ER6

8''8''4'-3 1/410GA

6" X 1/2 X 24'-2 9/168''8''20'-010GA6" X 1/2 X 24'-3 1/4ER3

8''8''4'-3 1/410GA

6" X 1/2 X 24'-2 9/168''8''20'-010GA6" X 1/2 X 24'-3 1/4ER2

8''8''20'-08GA

6" X 1/2 X 29'-5 5/88''8''9'-5 5/88GA6" X 1/2 X 29'-4 15/16ER5

5" X 1/4 X 6'-0 3/49 3/8

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:




THIS FRAME MUST NOT BE ERECTED WITHOUT THE PIPE AND/OR GIRT STRUT MEMBERS. REFER TO THE

9 3/89 7/165'-810GA5" X 1/4 X 5'-7 3/16CNP4

5" X 1/4 X 12'-2 3/41'-01'-013'-6 5/88GA5" X 1/4 X 13'-6 5/8RC18

5" X 1/4 X 8'-6 5/161'-01'-08'-7 3/88GA5" X 1/4 X 8'-6 5/16RR22

5" X 1/4 X 11'-6 1/41'-01'-012'-9 1/168GA5" X 1/4 X 12'-8RC17

10''10''8'-2 1/810GA

8" X 5/16 X 28'-2 1/810''10''20'-010GA8" X 5/16 X 28'-1 5/16EC4

8''8''20'-08GA

6" X 1/2 X 29'-5 1/28''


*NOTE: PRETENSIONED BOLTS REQUIRED AT SPECIFIED LOCATIONS. REFER TO

N/A6" X 1/216'-9 1/8(6) 3/4 X 2 A325T*B

N/A5" X 3/416'-10 1/16(4) 3/4 X 2 3/4 A325T*A

PLATE SIZEPLATE SIZECLEAR TO F.F.BOLTSSPLICE

SPLICE BOLT TABLE

NOTE: MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION.5" X 1/4 X 5'-7 3/16

DETAIL MF91AA ON SED-001

17'-8 7/8(4) 3/4 X 2 3/4 A325T*O

17'-3 1/8(8) 3/4 X 2 A325T*N

16'-6 5/8(8) 3/4 X 2 A325T*M

16'-10 1/16(4) 3/4 X 2 3/4 A325T*L

29'-6 1/16(4) 1/2 X 1 1/4 A325TK

31'-7 7/8(4) 1/2 X 2 A325TJ

31'-7 11/16(8) 7/8 X 3 A325TI

33'-11 15/16(4) 1/2 X 1 1/4 A325T(8) 1/2 X 2''H

31'-8 7/16(8) 7/8 X 3 A325TG

31'-7 7/8(4) 1/2 X 2 A325TF

29'-6(4) 1/2 X 1 1/4 A325TE

17'-8 3/8(4) 3/4 X 2 3/4 A325TD

17'-5 5/16(6) 3/4 X 2 A325T*C

ENDWALL ELEVATION AT THIS FRAME LINE FOR ANY REQUIRED GIRTS.

N/A5" X 3/4

6" X 3/86" X 3/8

6" X 3/86" X 3/8

N/A5" X 3/4

N/A8" X 1/4

N/A10" X 3/8

8" X 1/28" X 1/2

6" X 1/46" X 1/4

8" X 1/28" X 1/2

N/A10" X 3/8

N/A8" X 1/4

N/A5" X 3/4

N/A6" X 1/2

View Cleaner: RIGID FRAME CROSS SECTION AT FL. 11 CANOPY

54'-6

119'-0

27'-3

24'-4 1/1654'-8 1/4

COLUMN & BEAM CROSS SECTION AT FL. 10

22'-0 15/16

3'-0

26'-4 1/2

28'-2

3/16

29'-5 11/16

6@3'-4

31'-0

FB-1

6@1'-0

8'-7 1/8

10'-0

20'-1

18'-3

20'-0

9'-1 3/4

12'-9

3/4

FB-2

B

BR7-4

RC

16

RR21

EC

3

F

5'-0

O.H.

1'-8 3/4

6@1'-310 11/16

5'-8 1/4

FB-2

3'-0

FB-2 FB-2 FB-2

CNP2

A

10 1/2

2'-0

BRCP7R

E

1'-6

5'-8 1/4

6'-1 3/4

O.H.

FB-2

2@1'-3

FB-2 FB-2

DC

8 1/43@1'-0

FB-2 FB-2

CNP3

3'-1

11'

-1

2@3'-3 1/8

FB-1

BRCP7R

E

112

2'-0

BR7-3

EI4

D

2'-6 1/2

FB-1

GF

ER5

112

9 1/2

FB-1

FB-1FB-1

CL-13

7@3'-4

FB-1

FB-1

3'-0

54'-6

27'-3

28'-2

3/16

29'-5 9/16

54'-8 1/4

2'-6 1/2

31'-0

FB-1

K

BR7-3

BR7-4

ER3

ER6

EC

4

ER2

EI2

EI5

ABC

112

2'-0

FRAME ID: W17F0146A.02B 05/23/17 15:17

24'-4 1/16

7@3'-4

H

I

1'-6

IB-4

FB-1FB-1

1'-6

FB-1

IB-4

FB-1

FB-1

FB-1

20'-0

3'-0

26'-4 3/8 10 5/8

2'-0

2'-0

BRCP7R

FB-1

J

9 1/2

6@3'-4

FB-1FB-1

FB-1

CL-13

3'-1

11'

-1

2@3'-3 1/8

FB-1

BRCP7R

13'-7

1/4

8'-7 1/8

12'-0

8'-7

22'-0 15/16

20'-1

12'-8

9/16

18'-3

FRAME ID: W17F0146A.02C 05/26/17 11:02

FB-1

RIGID FRAME CROSS SECTION AT FL. 11 CANOPY

1'-8 1/2

8 1'-0 1/2

5'-0

O.H.

5'-0

F

RC

17

5'-8 1/4

6@1'-3

FB-2

CNP2RR22

10 11/16

FB-2

LM

6@1'-0

FB-1FB-1FB-1FB-1

112

1'-0 1/2 8

1'-8 1/2

5'-0

O.H.

5'-0

D.9

RC

18

5'-8 1/4

8 1/4

FB-2FB-2

CNP4

ON

2@1'-3 1'-6 3@1'-0

FB-2

06/02/2017

CLIP MARK NUMBERS ARE CL-12, CL-13, OR CL-14.RF50/AAA (downhill) AND RF51/ BA. LOCATIONS ARE INDICATED ON ROOF FRAMING PLAN.THIS ROOF SYSTEM DESIGN USED ANTI-ROLL CLIPS INSTALLED AS SHOWN IN SECTION RF50/ AA (uphill) OR

CLIP MARK NUMBER IS: CL-154, 5, 6, 7LOCATED ON ALL PURLINS (EXCEPT WHERE CL-14 CLIPS ARE INSTALLED) ON FRAME LINES:THIS ROOF SYSTEM DESIGN USED WEB CRIPPLING CLIPS INSTALLED AS SHOWN IN SECTION RF53/ BA.

BOLTS UNLESS NOTED. (2) 1/2 X 2 A325TNOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE

View Cleaner: ROOF FRAMING PLAN BLDG 1

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:





27'-3

27'-3

109'

-0

109'

-0

224'-0

224'-0

24'-10 11/16

24'-10 11/16

95Z15-1 (U.N.)(14) REQUIRED



95Z15-1 (U.N.)(14) REQUIRED95Z15-1 (U.N.)

(14) REQUIRED


PLANE ID: 1004, 1005

PST8 ( PIPE 4.5 X 0.188 )

95Z12-195Z12-1

95Z13-1

95Z13-1

95Z12-195Z12-1

ROOF FRAMING PLAN BLDG 1

27'-3

24'-10 11/16

2'-6 - 2'-6LAP TYP U.N.

CL-13

S2

S2

S2

S2

S2

S2

S2

S2

S2

27'-3

24'-5 3/16

S2

S2

S2

S2

5 1/2

SHOWN

SHORTENED MARKS

E

1

C1

C1

S2

S2

EAVE STRUT LINE (SEE S.W.)

CBA-3.6 1/4S2

CBA-2.8 13/16S1

CPB9C3

60C16-2C2

60C16-1C1

ACTUAL

95Z12-8 (U.N.)(17) REQUIRED95Z12-8 (U.N.)

(17) REQUIRED95Z12-8 (U.N.)

(17) REQUIRED

CL-13

C3

C3 C3

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S1

S1

D

24'-10 11/16

95Z14-6 (U.N.)(15) REQUIRED95Z14-6 (U.N.)


(15) REQUIRED

PST3 ( PIPE 6.625 X 0.188 )

C1

C1

S2

S2

2

2'-0 - 3'-6LAP TYP U.N.

3

CL-13

BR10-2BR10-1

S2

S2

S2

S2

S2

S2

S2

S2

C3

C3

S2

S2

S2

S2

S2

S2

S1

S1

95Z12-495Z12-4

C3

C3

27'-3

S2

S2

S2

S2

S2

S2

S2

S2

S2

80C

12-5

CPST1 ( PIPE 4.5 X 0.188 )

S2

S2

S2

S2

C2

C2

S2

S2

S2

S2

S2

C3

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S1

S1

CL-13

B

C3

C3

S2

S2

S2

S2

S2

BR6-1

C2

S2

BR6-1

S2

S2

S2

S2

BR6-1

C2

S2

BR6-1

S2

S2

S2

S2

S2

BR10-2BR10-3

S2

S2

C3

C3

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S1

S1

95Z12-795Z12-7

C3

CL-13

C3

CL-13

24'-10 11/16

S2

S2

S2

S2

S2

PST5 ( PIPE 6.625 X 0.188 )

C1

C1

S2

S2

95Z14-5 (U.N.)(15) REQUIRED95Z14-5 (U.N.)


(15) REQUIRED

4

3'-0 - 3'-6LAP TYP U.N.

C3

BR10-1

BR10-3

C3

S2

S2

S2

S2

S2

S2

S1

S1

S2

S2

S2

S2

S2

S2

S2

S2

95Z12-595Z12-5

C3

CL-13

PST6 ( PIPE 8.625 X 0.188 )

C1

S2

S2

S2

C1

C1

95Z15-2 (U.N.)(14) REQUIRED95Z15-2 (U.N.)


(14) REQUIRED

5

3'-6 - 3'-6LAP TYP U.N.

C3

C3

C3

BR10-2

BR10-3

S2

S2

S2

S2

S2

S2

S1

S1

S2

S2

S2

S2

S2

S2

S2

S1

S2

S2

S2

S2

S2

S2

C3

S2

S2

95Z12-295Z12-2

CL-13

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

BR6-1

C2

S2

BR6-1

BR6-1 BR6-1

C2

BR6-1

BR6-1

BR10-2BR10-1BR10

-3

C3

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S1

S1

S2

S2

95Z12-695Z12-6

C3

C3

CL-13

BR6-1

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

C2

C2

C2

S2

S2

S2

S2

S2

S2

S2

S2

95Z14-1

95Z14-2

S2

S2

S2

S2

S2

BR6-1

C3

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S1

S1

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S1

95Z12-395Z12-3

C3

C3

BR10-1

CL-13

C3

24'-10 7/16

2'-6 - 2'-6LAP TYP U.N.

24'-5 3/16

PST4 ( PIPE 6.625 X 0.188 )

C1

C1

C1

C1

5 1/2

95Z12-11 (U.N.)(17) REQUIRED95Z12-11 (U.N.)(17) REQUIRED95Z12-11 (U.N.)(17) REQUIRED

A

124'-10 11/16

95Z14-3 (U.N.)(15) REQUIRED95Z14-3 (U.N.)


(15) REQUIRED2'-0 - 3'-6

LAP TYP U.N.

3224'-10 11/16

PST4 ( PIPE 6.625 X 0.188 ) PST7 ( PIPE 8.625 X 0.188 )

C1

C1

C1

C1

C1

95Z14-4 (U.N.)(15) REQUIRED95Z14-4 (U.N.)


(15) REQUIRED3'-0 - 3'-6

LAP TYP U.N.

4

95Z15-3 (U.N.)(14) REQUIRED95Z15-3 (U.N.)


(14) REQUIRED3'-6 - 3'-6

LAP TYP U.N.

5

27'-3

24'-10 11/16

CL-13

CL-13

S2

S2

S2

S2

S2

S2

S2

S2

S2

24'-10 11/16

S2

S2

S2

S2

S2

3'-6 - 3'-6LAP TYP U.N.

PST8 ( PIPE 4.5 X 0.188 )

C1

S2

C1

C1

S2

S2

6

95Z15-3 (U.N.)(15) REQUIRED95Z15-3 (U.N.)


(15) REQUIRED

C3

CL-13

C3

S2

S2

S1

S2

S2

S2

S2

S2

S2

S2

S2

95Z12-3

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

C1

C1

S2

S2

7

3'-6 - 3'-0LAP TYP U.N.

95Z14-4 (U.N.)(15) REQUIRED95Z14-4 (U.N.)


(15) REQUIRED

C3

C3

S2

S2

S2

S2

S2

S2

S1

S1

C3

S2

S2

S2

S2

S2

S2

S2

S2

95Z12-695Z12-6

CL-13

C2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

C2

S2

S2

S2

S2

S2

S2

S2

S2

C2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S1

S2

S2

S2

S2

S2

S2

S2

S2

95Z12-2C3

CL-13

S2

C3

S2

S2

S2

S2

S2

S2

S2

S2

C2

C2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S1

S1

S2

S2

C3

95Z12-595Z12-5

CL-13

C3

C3

27'-3

24'-5

CL-13

S2

S2

S2

S2

24'-10 11/16

95Z14-3 (U.N.)(15) REQUIRED95Z14-3 (U.N.)


(15) REQUIRED

PST4 ( PIPE 6.625 X 0.188 )

S2

S2

C1

C1

8

2'-6 - 2'-6LAP TYP U.N.

9

3'-6 - 2'-0LAP TYP U.N.

C3

C3

S2

S2

C3

C3

S2

S2

S2

S2

95Z12-795Z12-7

BR10-2

S2

S2

S2

S2

S1

BR10-2

S2

S2

S2

S2

S1

5 1/2

95Z12-9 (U.N.)(17) REQUIRED95Z12-9 (U.N.)


(17) REQUIRED

E

10

C1

C1

S2

S2

C3

C3

S2

S2

S2

S2

S2

S2

S2

S2

C3

S2

S2

S2

S2

S2

S2

S1

S1

CL-13

D

27'-3

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

BR6-1

C2

S2

BR6-1

S2

S2

BR6-1

C2

S2

BR6-1

S2

S2

BR10-2BR10-1

C3

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S1

S1

S2

S2

C3

95Z12-495Z12-4

C3

C3

CL-13

PST12 ( PIPE 4.5 X 0.188 )

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

C2

C2

S2

S2

S2

S2

S2

S2

80C

12-5

C

S2

S2

C3C3C3

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S2

S1

S1

CL-13B

24'-10 11/16

C1

C1

C1

C1

C1

C1

EAVE STRUT LINE (SEE S.W.)

24'-10 11/16

PST8 ( PIPE 4.5 X 0.188 )

C1

95Z15-2 (U.N.)(15) REQUIRED95Z15-2 (U.N.)


(15) REQUIRED3'-6 - 3'-6

LAP TYP U.N.

6

95Z14-5 (U.N.)(15) REQUIRED95Z14-5 (U.N.)


(15) REQUIRED3'-6 - 3'-0

LAP TYP U.N.

724'-5 1/4

PST4 ( PIPE 6.625 X 0.188 )

C1

C1

24'-10 11/16

95Z14-6 (U.N.)(15) REQUIRED95Z14-6 (U.N.)


(15) REQUIRED3'-6 - 2'-0

LAP TYP U.N.2'-6 - 2'-6

LAP TYP U.N.

985 1/4

95Z12-10 (U.N.)(17) REQUIRED95Z12-10 (U.N.)(17) REQUIRED95Z12-10 (U.N.)(17) REQUIRED

A

10

06/02/2017

29'-7 13/1610GA8" X 5/16 X 29'-8 1/8EI5

8" X 5/16 X 31'-10 1/161'-01'-031'-10 1/1610GA8" X 5/16 X 31'-10 1/16EI2

8" X 5/16 X 29'-8 1/81'-01'-029'-7 13/1610GA8" X 5/16 X 29'-8 1/8EI4

8" X 5/16 X 29'-8 1/81'-01'-029'-7 13/1610GA8" X 5/16 X 29'-8 1/8EI1

8" X 5/16 X 31'-10 1/161'-01'-031'-10 1/1610GA8" X 5/16 X 31'-10 1/16EI6

8" X 5/16 X 29'-8 1/81'-01'-029'-7 13/1610GA8" X 5/16 X 29'-8 1/8EI3

INSIDEFLANGE

ENDINGWEB

DEPTH

STARTINGWEB

DEPTH

WEBLENGTH

WEBTHICK

OUTSIDEFLANGE

ASSEMBLYNAME

MEMBER SIZE TABLE

View Cleaner: ENDWALL FRAMING ELEVATION AT LINE 1View Cleaner: ENDWALL FRAMING ELEVATION AT LINE 10

CROSS SECTION AT THIS FRAME LINE FOR THE REQUIRED CROSS BRACING.THIS ENDWALL FRAME MUST NOT BE ERECTED WITHOUT THE CROSS BRACING. REFER TO THE FRAME

FIELD SLOT GIRTS AS REQUIRED FOR DIAGONAL BRACING.ERECTION NOTE!!!

NOTE: MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION.8" X 5/16 X 29'-8 1/81'-01'-0

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:





E-09A

ENDWALL FRAMING ELEVATION AT LINE 1

35'-6

1/2

31'-0

4'-6

1/2

20'-0

3'-0

3'-0

2'-1

03'

-03'

-81/

2

109'-0

27'-3 27'-3 27'-3 27'-3

107'-4

ER7

10 1/2

PLANE ID: 1037

A CB

E-09B


95C12-3

95Z12-17

EC

2

EI3

95Z12-16

ER4


95C12-1

EI6

E-0

9C

95Z12-14

95Z12-13

ER8

9 1/2 1

ED


95C12-1

EI1

95Z12-14

95Z12-12


95C12-2

EC

1

95Z12-15

ER1

109'-0

27'-3

107'-3 1/8

ENDWALL FRAMING ELEVATION AT LINE 10

27'-3

35'-6

1/2

18'-3

20'-0

10 1/2

EC

3

E

17'-3

1/2

3'-6

1/2

ER5

3'-0

3'-0

3'-0

3'-0

95C12-5

95Z12-24

95Z12-24

95Z12-24

EI4

D

95Z12-23

95C12-1

95Z12-20

95Z12-20

95Z12-20

ER2

27'-3

B

PLANE ID: 1040

EI2

C

95Z12-22

ER3

95C12-1

95Z12-20

95Z12-20

95Z12-20

ER6

27'-3

10 3/81/8

EC

4

EI5

A

95C12-4

95Z12-21

95Z12-21

95Z12-21

SHOP WELDED PLATE

( 2 ) 1/2 X 1 1/4 A325T (TYP.)

( 2 ) 1/2 X 1 1/4 A325T (TYP.)

GEA-6ENDWALL GIRT

GEA-6

SIDEWALL GIRT

TYPICALA

E-09GIRT CONNECTION AT CORNER COLUMN

( 2 ) 1/2 X 2 A325T (TYP.)

( 2 ) 1/2 X 1 1/4 A325T (TYP.)( 2 ) 1/2 X 1 1/4 A325T (TYP.) CLA-_

EI_

95Z12-_95Z12-_

TYPICALB

E-09ENDWALL GIRT CONNECTION

SHOP WELDED PLATE

( 2 ) 1/2 X 2 A325T (TYP.)

( 2 ) 1/2 X 1 1/4 A325T (TYP.)

CL-4

95Z12-_

TYPICALC

E-09GABLE GIRT CONNECTION TO RAFTER

06/02/2017

FIELD SLOT GIRTS AS REQUIRED FOR DIAGONAL BRACING.ERECTION NOTE!!!

View Cleaner: SIDEWALL FRAMING ELEVATION AT LINE A BLDG 1View Cleaner: SIDEWALL FRAMING ELEVATION AT LINE E BLDG 1

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:





224'-0

24'-10 11/16

224'-0

SIDEWALL FRAMING ELEVATION AT LINE A BLDG 1

24'-10 11/16

8

24'-5

31'-0

30'-1

1/2

31'-0

5 1/2

80C12-1 (U.N.)(1) REQUIRED

10

101/

2

80C13-1

80Z13-1

1B95S2-2

95C13-4

24'-10 11/16


BR9-1BR9-1

9

ESPRESPR

PST2 ( PIPE 6.625 X 0.188 )

BR8-4BR8-4

1B95S2-1

95C13-3

80C13-3

80Z13-3

24'-10 11/16


7

ESPR1B95S2-1

80C12-3

95C13-3

80Z13-3


6

ESPR

80Z13-3

1B95S2-1

80C12-3

95C13-3

24'-10 11/1624'-10 11/16


PST2 ( PIPE 6.625 X 0.188 )


PLANE ID: 1043

BR9-1

5

ESPR

BR8-4

1B95S2-1

80C12-3

95C13-3

80Z13-3

1B95S2-1

80C12-3

95C13-3

80Z13-3


BR9-1BR9-1

BR9-3

4

ESPR

PST2 ( PIPE 6.625 X 0.188 )

BR8-2BR8-2

BR8-2

1B95S2-1

80C12-3

95C13-3

80Z13-3

24'-10 11/16

ESPR


BR9-1BR9-1

3

ESPR

PST2 ( PIPE 6.625 X 0.188 )

BR8-4BR8-2

80Z13-3

1B95S2-1

80C12-3

95C13-3

24'-5 3/16 5 1/2


12

80Z13-4

1B95S2-5

80C12-4

95C13-5

224'-0

24'-10 11/16

198'-1 1/2

SIDEWALL FRAMING ELEVATION AT LINE E BLDG 1

24'-10 11/16

3

24'-5 3/16

31'-0

19'-6

31'-0

BR9-1

5 1/2

1

11'-6 80C12-4

80C13-5

80Z13-4

1B95S2-4

95C13-7

24'-10 11/16

BR9-1

2

PST2 ( PIPE 6.625 X 0.188 )

BR8-1BR8-2

80C12-3

80C13-4

80Z13-3

1B95S2-1

95C13-3

24'-10 11/16

BR8-2

BR9-1BR9-1BR9-1

4

PST2 ( PIPE 6.625 X 0.188 )

BR8-2 BR8-2

1B95S2-1

80C12-3

95C13-3

80C13-4

80Z13-3

BR9-1

5

PST2 ( PIPE 6.625 X 0.188 )

BR8-3

80C13-4

80Z13-3

1B95S2-1

80C12-3

95C13-2

24'-10 11/1624'-10 11/16

PST9 ( PIPE 8.625 X 0.188 )

PLANE ID: 1046

6

80C13-4

80Z13-3

80C13-4

80Z13-3

1B95S2-1

80C12-3

95C13-1

1B95S2-1

80C12-3

95C13-3

PST10 ( PIPE 8.625 X 0.188 )

7

80C13-4

80Z13-3

1B95S2-1

80C12-3

95C13-3

24'-10 11/16

PST10 ( PIPE 8.625 X 0.188 )

(2)BR9-2(2)BR9-2

8

PST9 ( PIPE 8.625 X 0.188 )

BR8-3 BR8-3

BR10-4 BR10-4

80C13-4

80Z13-3

1B95S2-1

80C12-3

95C13-3

24'-5 5 1/2

25'-10 1/2

109

PST11 ( PIPE 8.625 X 0.188 )

1B95S2-3

80C12-2

95C13-6

80C13-2

80Z13-2

06/02/2017

ALL ROOF PANEL SIDELAP TO PURLIN INTERSECTIONS REQUIRE PANEL CLIPS.ERECTION NOTE!!!

View Cleaner: REAR ROOF SHEETING PLAN BLDG 1View Cleaner: FRONT ROOF SHEETING PLAN BLDG 1

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:





224'-0

ROOF SHEETING @ 1004: (ALCT)

PLANE ID: 1004

(15)TFSE (15)TFEC1 (15)TGT1

FRONT ROOF SHEETING PLAN BLDG 1

54'-8

1/4

S3P

24-4

(27

'-10

1/4)

S3P

24-3

(27

'-1 1

/4)

(3.8

)TR

U1

(0.1

75)F

EB

-10.

2 (2

.75)

GA

-1 (

17)C

L-21

(2.

75)R

SA

-1 (

3.8)

RS

F1

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

4

E

1

1'-0

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

613

/16

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

24'-1

S3P

24-2

(31

'-2 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

27'-3

1/4

(3.8

)TR

U1

(0.1

75)F

EB

-10.

2 (2

.75)

GA

-1 (

17)C

L-21

(2.

75)R

SA

-1 (

3.8)

RS

F1

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-2

(31

'-2 1

/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-4

(27

'-10

1/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

10

3'-41'-0

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

S3P

24-3

(27

'-1 1

/4)

224'-0


PLANE ID: 1005

(15.2)RCSS1

(15)TFSE (15)TFEC1 (15)TGT1

54'-8

1/4

S3P

24-9

(27

'-1 1

/4)

S3P

24-1

0 (2

7'-9

)

(3.8

)TR

U1

(0.1

75)F

EB

-10.

2 (2

.75)

GA

-1 (

17)C

L-21

(2.

75)R

SA

-1 (

3.8)

RS

F1

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-1

(23

'-9 1

/4)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

1'-0

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-8

(31

'-1)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

A

1

S3P

24-1

1 (2

3'-9

1/4

)S

3P24

-8 (

31'-1

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

27'-3

1/4

S3P

24-1

1 (2

3'-9

1/4

)S

3P24

-8 (

31'-1

)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

24'-1

(3.8

)TR

U1

(0.1

75)F

EB

-10.

2 (2

.75)

GA

-1 (

17)C

L-21

(2.

75)R

SA

-1 (

3.8)

RS

F1

S3P

24-9

(27

'-1 1

/4)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

613

/16

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-1

1 (2

3'-9

1/4

)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-9

(27

'-1 1

/4)

S3P

24-1

1 (2

3'-9

1/4

)

3'-4

1'-0

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-8

(31

'-1)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-1

0 (2

7'-9

)

S3P

24-8

(31

'-1)

23/

4

10

06/02/2017

REQUIRED FASTENER LAYOUT DETAILS.ALL ROOF PANELS MUST BE FASTENED TO ALL PURLINS (PARTIAL BAY OR FULL BAY) ACCORDING TO THEERECTION NOTE!!!

View Cleaner: REAR ROOF LINER SHEETING BLDG 1View Cleaner: ROOF LINER SHEETING BLDG 1

ERECTION NOTES: SHEETING FOR LINER PANELS, START AND STOP AT EACH FRAME LINE.

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:





224'-0

A3P

29-3

(13

'-8)

A3P

29-1

(15

'-3 1

3/16

)A

3P29

-3 (

13'-8

)A

3P29

-2 (

11'-9

3/1

6)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-1

(15

'-3 1

3/16

)A

3P29

-3 (

13'-8

)

54'-8

1/4

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

1 1/2

10A

A3P

29-1

(15

'-3 1

3/16

)A

3P29

-3 (

13'-8

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)A

3P29

-3 (

13'-8

)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)A

3P29

-1 (

15'-3

13/

16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)A

3P29

-3 (

13'-8

)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-1

(15

'-3 1

3/16

)A

3P29

-3 (

13'-8

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)A

3P29

-3 (

13'-8

)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

13'-4

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

13'-4

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

11'-8

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

16'-4

1/4

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

5 1/2

1

224'-0

SHEETING PACKAGE: SP1077(AYCT)

PLANE ID: 1004

ROOF LINER SHEETING BLDG 1FROM BELOW

54'-8

1/4

A3P

29-1

(15

'-3 1

3/16

)A

3P29

-3 (

13'-8

)A

3P29

-3 (

13'-8

)

E

10

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

8 1/2

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-1

(15

'-3 1

3/16

)A

3P29

-1 (

15'-3

13/

16)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

11'-8

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)A

3P29

-1 (

15'-3

13/

16)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)A

3P29

-1 (

15'-3

13/

16)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

16'-4

1/4

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)A

3P29

-1 (

15'-3

13/

16)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

A3P

29-1

(15

'-3 1

3/16

)

1

13'-4

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

1 5/16

13'-4

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-3

(13

'-8)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

A3P

29-2

(11

'-9 3

/16)

06/02/2017

REQUIRED FASTENER LAYOUT DETAILS.ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THEERECTION NOTE!!!

View Cleaner: ENDWALL SHEETING ELEVATION AT LINE 10 View Cleaner: ENDWALL SHEETING ELEVATION AT LINE 1

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:





SHEETING PACKAGE: SP1059(TCOT), SP1060(TCOT), SP1061(TCOT), SP1062(TCOT)

ENDWALL SHEETING ELEVATION AT LINE 1

A3P

26-2

7 (1

0'-6

3/1

6)

A3P

26-2

8 (1

0'-3

3/1

6)

A3P

26-1

4 (1

3'-8

5/8

)

A3P

26-1

5 (1

3'-5

5/8

)

A3P

26-1

6 (1

3'-2

5/8

)

A3P

26-1

7 (1

2'-1

1 5/

8)

A3P

26-1

8 (1

2'-8

5/8

)

A3P

26-1

9 (1

2'-5

5/8

)

A

FIELD WORK PANELS, CUTTINGOF PANELS REQUIRED TO FIT PANEL TOBOTTOM OF RAFTER

A3P

26-2

9 (1

0'-0

3/1

6)

A3P

26-3

0 (9

'-9 3

/16)

A3P

26-2

4 (1

1'-3

1/4

)

A3P

26-2

5 (1

1'-0

1/4

)

A3P

26-2

6 (1

0'-9

3/1

6)

PANELS TO START AND START AT EACH COLUMN

A3P

26-2

0 (1

2'-2

5/8

)

A3P

26-2

1 (1

1'-1

1 5/

8)

A3P

26-2

2 (1

1'-7

13/

16)

A3P

26-2

3 (1

1'-6

1/4

)

PLANE ID: 1037

A3P

26-1

1 (1

3'-1

1 7/

8)

A3P

26-1

2 (1

3'-1

1 3/

16)

A3P

26-1

3 (1

3'-1

1 5/

8)

A3P

26-5

(12

'-5 1

3/16

)

A3P

26-6

(12

'-8 1

3/16

)

A3P

26-7

(12

'-11

13/1

6)

A3P

26-8

(13

'-2 1

3/16

)

A3P

26-9

(13

'-5 7

/8)

A3P

26-1

0 (1

3'-8

7/8

)

A3P

26-3

(11

'-11

13/1

6)

A3P

26-4

(12

'-2 1

3/16

)

E

A3P

26-3

2 (9

'-8 9

/16)

A3P

26-3

3 (9

'-11

9/16

)

A3P

26-3

4 (1

0'-2

9/1

6)

A3P

26-3

5 (1

0'-5

9/1

6)

A3P

26-3

6 (1

0'-8

9/1

6)

A3P

26-3

7 (1

0'-1

1 9/

16)

A3P

26-3

8 (1

1'-2

9/1

6)

A3P

26-3

9 (1

1'-5

9/1

6)

A3P

26-4

0 (1

1'-8

9/1

6)

A3P

26-2

(11

'-10

13/1

6)

SHEETING PACKAGE: SP1063(TCOT), SP1064(TCOT), SP1065(TCOT), SP1066(TCOT)

PLANE ID: 1040

ENDWALL SHEETING ELEVATION AT LINE 10

A3P

26-2

2 (1

1'-7

13/

16)

E

A3P

26-2

7 (1

0'-6

3/1

6)

A3P

26-3

1 (1

0'-2

)

A3P

26-3

1 (1

0'-2

)

A3P

26-3

1 (1

0'-2

)

A3P

26-2

5 (1

1'-0

3/1

6)

A3P

26-2

6 (1

0'-9

3/1

6)

A3P

26-2

3 (1

1'-6

3/1

6)

A3P

26-2

4 (1

1'-3

3/1

6)

A3P

26-1

4 (1

3'-8

5/8

)

A3P

26-1

5 (1

3'-5

5/8

)

A3P

26-1

6 (1

3'-2

5/8

)

A3P

26-1

7 (1

2'-1

1 5/

8)

A3P

26-1

8 (1

2'-8

5/8

)

A3P

26-1

9 (1

2'-5

5/8

)

A3P

26-2

0 (1

2'-2

5/8

)

A3P

26-2

1 (1

1'-1

1 5/

8)

A3P

26-1

2 (1

3'-1

1 3/

16)

A3P

26-1

3 (1

3'-1

1 5/

8)

A3P

26-5

(12

'-5 7

/8)

A3P

26-6

(12

'-8 7

/8)

A3P

26-7

(12

'-11

7/8)

A3P

26-8

(13

'-2 7

/8)

A3P

26-9

(13

'-5 7

/8)

A3P

26-1

0 (1

3'-8

7/8

)

A3P

26-1

1 (1

3'-1

1 7/

8)

A3P

26-2

(11

'-10

7/8)

A3P

26-3

(11

'-11

7/8)

A3P

26-4

(12

'-2 7

/8)

A

A3P

26-3

4 (1

0'-2

9/1

6)

A3P

26-3

5 (1

0'-5

9/1

6)

A3P

26-3

6 (1

0'-8

9/1

6)

A3P

26-3

7 (1

0'-1

1 9/

16)

A3P

26-3

8 (1

1'-2

9/1

6)

A3P

26-3

2 (9

'-8 9

/16)

A3P

26-3

3 (9

'-11

9/16

)

A3P

26-3

9 (1

1'-5

9/1

6)

A3P

26-4

0 (1

1'-8

5/8

)06/02/2017

REQUIRED FASTENER LAYOUT DETAILS.ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THEERECTION NOTE!!!

View Cleaner: SIDEWALL SHEETING ELEVATION AT LINE A BLDG 1View Cleaner: SIDEWALL SHEETING ELEVATION AT LINE E BLDG 1

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:





224'-0

SP1070(TCOT), SP1073(TCOT), SP1074(TCOT), SP1075(TCOT)SHEETING PACKAGE: SP1068(TCOT), SP1067(TCOT), SP1069(TCOT), SP1072(TCOT), SP1071(TCOT),

PLANE ID: 1043

SIDEWALL SHEETING ELEVATION AT LINE A BLDG 1

A3P

26-1

(10

'-1 1

/2)

31'-0

PANELS STOP AND STARTAT EACH FRAME LINE

FIELD LOCATED SIDELIGHTS,PANELS TO BE FIELD CUT TO ALLOW FOR 15' SECTIONS IN EACH BAY

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

224'-0

SP1056(TCOT), SP1055(TCOT), SP1057(TCOT), SP1058(TCOT)SHEETING PACKAGE: SP1049(TCOT), SP1051(TCOT), SP1050(TCOT), SP1053(TCOT), SP1052(TCOT),

SIDEWALL SHEETING ELEVATION AT LINE E BLDG 1

A3P

26-1

(10

'-1 1

/2)

19'-6

31'-0

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

PLANE ID: 1046

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

A3P

26-1

(10

'-1 1

/2)

06/02/2017

(2) 1/2 X 2 A325T[A] AT NOTED LOCATIONS USE:

BOLTS UNLESS NOTED. (2) 1/2 X 1 1/4 A325TNOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE

REQUIRED FASTENER LAYOUT DETAILS.ALL ROOF PANELS MUST BE FASTENED TO ALL PURLINS (PARTIAL BAY OR FULL BAY) ACCORDING TO THEERECTION NOTE!!!

View Cleaner: ROOF FRAMING PLAN CANOPY 1View Cleaner: FRONT ROOF SHEETING PLAN CANOPY 1

View Cleaner: CANOPY 1 ROOF LINER SHEETING

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:





53'-8

30'-5

22'-0

15/1

6

7'-0

1/4


PLANE ID: 1020

PANELS RESET AT FRAME LINES FOR LINER

A3P

29-6

(15

'-0 1

1/16

)

CANOPY 1 ROOF LINER SHEETING

23'-3

15'-0

11/1

6

11

A3P

29-5

(22

'-0 1

5/16

)

A3P

29-5

(22

'-0 1

5/16

)

A3P

29-5

(22

'-0 1

5/16

)

A3P

29-5

(22

'-0 1

5/16

)

A3P

29-5

(22

'-0 1

5/16

)A

3P29

-5 (

22'-0

15/

16)

A3P

29-5

(22

'-0 1

5/16

)

A3P

29-5

(22

'-0 1

5/16

)

A3P

29-5

(22

'-0 1

5/16

)

1'-3

FIELDCUT

A3P

29-6

(15

'-0 1

1/16

)

A3P

29-6

(15

'-0 1

1/16

)

A3P

29-6

(15

'-0 1

1/16

)

A3P

29-6

(15

'-0 1

1/16

)

A3P

29-6

(15

'-0 1

1/16

)

9

A3P

29-6

(15

'-0 1

1/16

)

A3P

29-6

(15

'-0 1

1/16

)A

3P29

-6 (

15'-0

11/

16)

A3P

29-6

(15

'-0 1

1/16

)

A3P

29-6

(15

'-0 1

1/16

)

53'-8

30'-5

22'-0

15/1

6

7'-0

1/4


FRONT ROOF SHEETING PLAN CANOPY 1

15'-0

11/1

6

23/

4

1'-2

9

FIELDCUT

S3P

24-5

(15

'-3 3

/8)

S3P

24-5

(15

'-3 3

/8)

S3P

24-5

(15

'-3 3

/8)

S3P

24-5

(15

'-3 3

/8)

S3P

24-5

(15

'-3 3

/8)

S3P

24-5

(15

'-3 3

/8)

S3P

24-5

(15

'-3 3

/8)

S3P

24-5

(15

'-3 3

/8)

S3P

24-5

(15

'-3 3

/8)

S3P

24-5

(15

'-3 3

/8)

S3P

24-5

(15

'-3 3

/8)

S3P

24-5

(15

'-3 3

/8)

S3P

24-5

(15

'-3 3

/8)

23'-3

1'-2

PLANE ID: 1020

11

FIELDCUT

FIELDCUT

S3P

24-5

(15

'-3 3

/8)

S3P

24-5

(15

'-3 3

/8) S

3P24

-6 (

22'-3

5/8

)

S3P

24-6

(22

'-3 5

/8)

S3P

24-6

(22

'-3 5

/8)

S3P

24-6

(22

'-3 5

/8)

S3P

24-6

(22

'-3 5

/8)

S3P

24-6

(22

'-3 5

/8)

S3P

24-6

(22

'-3 5

/8)

S3P

24-6

(22

'-3 5

/8)

S3P

24-6

(22

'-3 5

/8)

S3P

24-6

(22

'-3 5

/8)

S3P

24-6

(22

'-3 5

/8)

S3P

24-6

(22

'-3 5

/8)

S3P

24-6

(22

'-3 5

/8)

1'-7

ROOF FRAMING PLAN CANOPY 1

5'-0

1/16

O.H

.

10'-0

1/8

E

F

8'-6

RAKE EXTENSION

39'-2

24'-5

A

PLANE ID: 1020

1E-15

DET.

A

996'-0

RAKE EXTENSION

12Z12-6 (U.N.)(12) REQUIRED12Z12-6 (U.N.)

(12) REQUIRED

1B12C2-2

BR5-1BR5-1

12Z12-10

13'-9

1B12C2-3

10

A

A

A

A

A

A

A

A

A

A

A

11

A

2'-6 - 2'-6LAP TYP U.N.

A

A

A

A

A

A

A

A

A

A

A

1'-0

12Z12-11 (U.N.)(13) REQUIRED12Z12-11 (U.N.)(13) REQUIRED

12Z12-4

12Z12-9

12Z12-4

12Z12-4

12Z12-4

12Z12-4

10'-0

1/8

6'-1

113

/16

EA

VE

EX

TE

NS

ION

5'-0

1/16

O.H

.

E

F

SHOP WELDED PLATE FOR PURLIN ATTACHMENT

( 2 ) 1/2 X 2 A325T (TYP.)

FIELD NOTCH PURLIN ATFLANGE OF COLUMN

12Z12-9

EC3

1E-15

PURLIN CONNECTION TO COLUMN

06/02/2017

ALL ROOF PANEL SIDELAP TO PURLIN INTERSECTIONS REQUIRE PANEL CLIPS.ERECTION NOTE!!!

(2) 1/2 X 2 A325T[A] AT NOTED LOCATIONS USE:

BOLTS UNLESS NOTED. (2) 1/2 X 1 1/4 A325TNOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE

View Cleaner: ROOF FRAMING PLAN CANOPY 2

View Cleaner: FRONT ROOF SHEETING PLAN CANOPY 2View Cleaner: CANOPY 2 ROOF LINER SHEETING

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:





84'-8 1/16


PLANE ID: 1031

CANOPY 2 ROOF LINER SHEETING

12'-0

1/2

9

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

6

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

A3P

29-4

(12

'-0 1

/2)

84'-8 1/16


PLANE ID: 1031

FRONT ROOF SHEETING PLAN CANOPY 2

12'-0

1/2

23/

4

8

8

6

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4) 7 15/16

7 15/16

9

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

S3P

24-7

(12

'-3 1

/4)

75'-8 1/16

24'-10 11/16

ROOF FRAMING PLAN CANOPY 2

24'-10 11/16


2'-0

5'-0

RAKE EXTENSIONCBBA816S1

95C14-3C2

95C14-2C1

ACTUALSHOWN

SHORTENED MARKS

10'-0

E

F

1'-0

6

C2

C1

S1

S1

12Z12-7

7

1B12C2-4

C1

C2

S1

S1

2'-0 - 3'-0LAP TYP U.N.

A

A

A

A

A

A

BR5-2

C2

C1

S1

S1

24'-10 11/16


PLANE ID: 1031

1B12C2-1

BR5-2

C2

C1

S1

S1

12Z12-5

3'-0 - 2'-0LAP TYP U.N.

8

A

A

A

A

A

A

C2

C1

S1

S1

2'-0

10'-0

4'-0

RAKE EXTENSION


1B12C2-5

C2

C1

S1

S1

12Z12-8

E

F

99

06/02/2017


SHEET:

W17F0146A SED-001CANBUILD SMART SOLUTIONS


DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:




06/02/2017


SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:




06/02/2017

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:





06/02/2017


SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:




06/02/2017

SHEET:



DRAWING STATUS:

FOR PERMITS ONLY

JOB NUMBER:





06/02/2017

1 - C-0 2 Appendix 5 Ref... · taking care of our customers for field issues call greg santucci or...

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Transcript of 1 - C-0 2 Appendix 5 Ref... · taking care of our customers for field issues call greg santucci or...