morningstar self storage

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662

www.storagestructuresinc.com

Checked By

Drawn By

Designed By

Date

SSI Project Number

Storage Structures Inc. expressly reserves its common law copyright and otherproperty rights in these documents. These documents are considered proprietary

information and shall not be copied or modified in any form or mannerwhatsoever nor are they to be assigned to any third party without first obtaining

the express written permission and concent from Storage Structures Inc.

3807 Hwy 61Villa Rica, Ga 30180

3807 Carrollton - Villa Rica HwyVilla Rica, GA 30180

770-456-1602

Engineer

Revision Schedule

Revision DescriptionRev. By

Rev. #

Rev. Date

S100

SSI

JLW

Coversheet

RW

8-18-2019

880

Morningstar Self Storage

Marshall Macon

Morningstar SelfStorage

4514 Western AvenueKnoxville, TN 37921

Approver

Drawing Schedule

Sheet Number Sheet Name

S100 Coversheet

S100.1 General Notes

S101 Foundation Plan

S102 Control Joint Plan

S103 1st Floor Partition Plan

S104 1st Floor Framing Plan

S105 2nd Floor Decking Plan

S106 2nd Floor Partition Plan

S107 2nd Floor Framing Plan

S108 Roofing Plan

S109 Elevations

S110 Framing Elevations

S201 Building Cut Sections

S202 Exterior Wall Sections

S203 Foundation Details

S204 Foundation Details

S205 Details

S206 Details

S207 Details

S208 Details

1 10-31-19 Insulation Revisions JLW

11/05/2019

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S100.1

SSI

JLW

General Notes

RW

8-18-2019

880

Marshall Macon



Approver

Morningstar Self Storage4514 Western AvenueKnoxville, TNLoads are applied in accordance with the 2018 Tennessee BuildingCode (2018 IBC) & ASCE 7-16Floor Dead Load………………………………………40 psfBasic Wind Speed…………………………………….105 mphExposure “C”Importance Factor = 1.00

Floor Live Loads:Typical Rental Unit Storage Areas……….…125 psfRoof Live Load………………………………………20 psf (Minimum)Roof Dead Load……………………………………..…10 psf (3 psf collateral)Snow Load……………………………pg = 10 psf / ps = 10 psfCe = 1.2 Ct = 1.2 Is = 0.8

Uniform Roof Design Snow Load…………..15 psfSeismic Data: “Life Safety Only”Seismic: Equivalent Lateral Force Analysis ProcedureLight Framed Bearing Walls with Steel Shear PanelsSteel Framed Office: R = 4.0 Cd = 4.5 Cs = 0.040Ss = 0.302 Sl = 0.145 Sds = 0.313 Sdl = 0.215gFundamental Period, Ta = 0.229Risk Category IISite Class DSeismic Design Category DBasic Structural System and Seismic Resisting Systems:Typical: Light Framed Walls with steel sheet shear panelsSTRUCTURAL NOTESSTRUCTURAL GENERAL NOTES AND SPECIFICATIONS:DIVISION 01 GENERAL:1. The structure shown on these drawings is structurally sound only in itscompleted form. The contractor shall brace all earth, forms, concrete,steel, wood, masonry, to resist gravity, earth, wind and constructionloads during construction.2. Contractor shall exercise proper precaution to verify all existingconditions and layout or work. Immediately notify Engineer of anydiscrepancies. Contractor is responsible for any error resulting fromfailure to exercise such precaution.3. Any discrepancies, errors or omissions discovered in the contractdocuments shall be brought to the attention of the Engineer beforeproceeding with related work.4. Otherwise, the correction of such items is the responsibility of thecontractor and/or subcontractor.5. Where a detail, typical detail, section, typical section or a note isshown for one condition, it shall apply for all like or similar conditionsunless otherwise noted.6. Should structural conflicts occur affecting fit-up of structural material,contractor shall notify engineer.7. Under no circumstances should structural material be modified toaccommodate fit-up without the engineer's approval.Concrete1. All concrete construction shall conform to ACI 301, Specifications forStructural Concrete for Buildings, ACI Building Code 318, ACI 322 andGuide for Concrete Floor and Slab Construction ACI 302.1 R.2. When hot or cold weather conditions exist during placement and curingof concrete that would impair the quality and strength of concrete, specialmeasures shall be taken as specified in ACI 305 "Hot Weather Concreting"and ACI 306 "Cold Weather Concreting".3. Structural concrete shall be as follows, unless otherwise noted, 28 dayminimum compressive strength:a) Floor-slabs-on-grade: 3,000 PSISlump attained shall be 4" ( + /1").

4. Unless noted otherwise, details of concrete reinforcement andaccessories shall be in accordance with ACI 315, Manual of StandardPractice for Detailing Reinforced Concrete Structures and CRSI MSP-1,Manual of Standard Practice, latest edition.5. Reinforcing steel shall conform to ASTM A615, grade 60, 15. and ASTMA616.6. Unless otherwise noted, reinforcing lap splices shall be ACI Class BSplices using the following lap lengths:#4 Bars = 24"#5 Bars = 30"#6 Bars = 36"#7 Bars = 42"7. All welded reinforcing steel shall be ASTM A706 and be free of oil, scale,and rust. Welding of bars shall conform to ANSl/AWS D1 .4 "StructuralWelding Code ReinforcingSteel".8. Wire mesh shall conform to ASTM A 185; minimum lap to be 6" Inches.9. Provide corner bars at corners of concrete walls and footings. Size andspacing of bars shall match size and spacing of longitudinal bars in wallsor footings.10. Concrete slab and design criteria shall be as noted on the structuralplans.11. Place 6 mil (nom.) polyethylene vapor barrier under all building slabs ongrade, lap 12" minimum. Material shall conform to ASTM E 1745 Class B &include manufacturer's recommended adhesive or pressure-sensitive tapefor joints.12. Slabs on grade shall be placed using strip placement. Sawed joints(noted as S.J. foundation plan) shall be cut as soon as possible after slab isable to support weight of saw and be cut without raveling. Sawing shall beperformed within 4 to 12 hours and absolutely before 24 hours has passedfrom time after first placement. Saw joint nearest midpoint of strip first andthen half-waybetween cuts next.

13. Unless noted otherwise, minimum clear cover for reinforcement shallbe as follows:a. Concrete cast against earth-3"b. Formed concrete exposed to earth or weather1 /2" for #5 bars and smaller, 2" for #6 bars and larger.

14. Immediately upon final troweling of slabs, coat with curing compoundwhich meets or exceeds ASTM C-309 "Liquid Membrane-FormingCompounds for Curing Concrete." Coverage shall not be less than 1 gallonper 160 square feet of slab area or more if recommended by curingcompound manufacturer (minimum of 8 to 10 mils thick).15. Floors shall be finished to FF 35 and FL 25, minimum.16. Do not add calcium chloride or other salty compounds to concretewithout specific authorization by Structural Engineer. In no case shallcalcium chloride exceed 1 percent.17. Use Portland Cement Type I or II conforming to ASTM C150-92.Aggregates shall be normal weight conforming to ASTM C33.18. For every vertical or horizontal bar discontinued by an opening, one bar(min. of two bars) shall be added at the side of the openings. Slabs atcorners of openings, cutouts and penetrations shall be reinforced with 2-t/4(3-0" long diagonals unless otherwise noted.19. Pipes, ducts, conduits, etc. shall not be placed in slabs unlessapproved by the engineer. (Place all pipes below slab).20. Concrete exposed to weather shall be air-entrained 3.0% to 5.0%Interior slabs shall have air content of 0% to 3% maximum.DIVISION 05 METALSSteel Floor & Roof Deck:1. Steel Roof Deck shall be formed of 24 Gage Steel conforming toASTM A-446, with a protective coating of zinc conforming to ASTMA-525.2. Deck Units shall be erected & anchored in accordance with themanufacturer's specifications & as indicated on these drawings.Steel Deck Institute's recommended specifications shall also befollowed.3. Roof Deck for High Roof over the Office Area shall be 3" x 20 gagegalvanized G-60 type N deck conforming to ASTM A653 with aminimum yield strength of 33 ksi.Light Gage Metal:1. All members shall conform to the AISI "Specification for the Design of Cold-FormedSteel Structural Members," NAS-01 and shall be of the type and size asindicated on the plans. All structural members shall meet the requirements of2010 A.I.S.I. general provisions, 50 KSI for 12 and 16 ga. members and 33 KSIfor 18 ga. members. all members shall be zinc coated meeting ASTM A1003,G-60 or equal.2. The physical and structural properties as listed by SSMA shall be theminimum permitted for framing members. Any substitutions must be approvedprior to construction by the Engineer.3. Fastening of components shall be with self-drilling screws or welding incompliance with C1513. Screws and welds shall be of sufficient size to ensurethe strength of the connection. All screws shall not be less than 3/4" o.c. or fromedge. All welds shall be touched-up with zinc-rich paint.4. All power-actuated fasteners (PAF) shall be 0.157" dia., U.N.O. Studs maybe punched; headers shall not be punched.5. Top and bottom tracks shall be the same depth and gage, minimum. Fangesshould not be less than 2". All tracks shall be connected to supports with (2)fasteners or PAFs at each 16" o.c., maximum.6. Splices in framing components, other than runner track, shall not bepermitted.7. Temporary bracing, where required, shall be provided until erection iscomplete.8. All framing components shall be cut squarely for attachment to perpendicularmembers or, as required, for an angular fit against abutting members.9. Provide additional studs, when necessary, to resist vertical components ofloads.10. The quantity of studs at header openings shall be minimum amount of studsdisplaced due to opening with half on each side of opening.11. Multiple studs at stud packs shall be attached at (2) rows, staggered of #10teks screws at 24" o.c., in a back-to-back configuration. When flange-to-flangeis required gusset plates or tracks shall be installed at the above mentionedspacing.12. Studs shall be installed so the ends are positioned against the inside of therunner track web prior to fastening and shall be attached to both flanges of theupper and lower runner tracks.13. Provide stiffeners in headers at each point load and at bearing locations, asdesignated on plans.14. Attach all ties as detailed and noted in manufacturer technical manuals,provide screw or paf attachments as specified.15. Materials: All members shall be cold formed from red oxide paintedstructural quality sheet steel meeting the requirements of ASTM A-446 GradeA, minimum yield of 33 KSI for 18 gage & lighter, & meeting the requirements ofASTM A-446 Grade D, minimum yield of 55 KSI for 16 gage & heavier. Allmembers shall be marked so that supplied materials can be field verified. (ICBO#ER-5409).16. Installation: a) Wall Studs & Posts: Install studs in continuous tracks, sizedto match studs top & bottom, & secure studs to tracks with approvedconnections, install bridging as indicated on the drawings or with the approval ofthe Architect/Engineer. b) Do not splice any framing member except as shownon drawings.17. Connections: a) Welds: Welding shall be in conformance with AWS D1.3-80utilizing E60XX or E70XX electrodes. Engineer of Record may requestnon-destructive testing to verify weld quality. b) Screws: Self-drilling & self-tapping,cadmium plated for all exterior uses, of the size required for loadings.Per ICBO #ER-5202. c) Minimum connection shall be with clip L's 4"x4"x12gage x 0'-4" long with 3-#12 TEKS each leg unless noted or shown otherwise.d) Minimum spacing all screws 1", minimum edge distance is 1/2" unlessmanufacturer's instructions are more stringent. e) Power Driven Shots: Size &spacing as required to properly anchor the framing members. Use charge asappropriate for actual use (ICBO #2388).

Miscellaneous Structural Steel:1. Anchor bolts shall conform to F1554 Headed Bolts: Minimum anchor boltembedment 12 bolt diameters; W-shape members to ASTM A992, Fy = 50KSI, HSS columns or beams to ASTM A500, Grade B, Fy = 46 KSI;miscellaneous plates, angles, channels, etc. to ASTM A36, Fy = 36 KSI, highstrength bolts shall conform to ASTM A325, Type N unless otherwise noted.2. Unless specifically noted otherwise, fabrication & erection of structural steelshall be in accordance with AISC Specifications, latest edition.3. Where field & shop welds are indicated on the drawings, they shall be size &type noted. All welding of structural steel shall be done in accordance with latestedition of AWS D1.1-10, Structural Welding Code by AWS corresponding to theAISC Specification used, & all welds including field welds shall be made bycertified welders using E70XX electrodes. Proof of certified welders shall beavailable at job site during times of inspection.4. Paint all structural steel with one coat of red oxide rust-inhibitive primer 2.5mils in thickness. the compatibility of primer and any top coat shall be verifiedbefore any painting is performed. Touch-up all exposed metal after fieldinstallation. all structural steel which is exposed to the elements shall receivetwo coats of exterior enamel which is compatible to the primed surface.5. Bolted connections shall be assembled & inspected in accordance withRSC-2009 (Specification for Structural Joints using High-Strength Bolts).SPECIAL INSPECTION:1. Owner is responsible for providing an approved inspection & testing agencyin the State of the project to provide all inspections & furnish reports for theproject as per International and State Building Code.

11/05/2019

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5432 373428 30 327 9 11 13 15 17 19 21 23 25

9' -

4"

8"

8"

8"

1

S203

102' - 2" 80' - 7 1/2"

182' - 10 1/2"

90

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1/4

"1

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4"

10

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10 1

/4"

37' - 5"

(-3'-2" Bottom Of Footing)

15' - 0"


15' - 0"


15' - 0"


15' - 0"


15' - 0" 70' - 5 1/2"

182' - 9 1/2"

10

' - 2

"1

0' -

4 1

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"1

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0"

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"1

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9' -

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0' -

4 1

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' - 8

1/4

"

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1' -

7 1

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8

S2035

S203

5

S203

5

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3

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1 1

/2"

1 1/2"

45' - 4 1/16" 35' - 2 5/8" 4' - 2 3/32" 16' - 4" 1' - 3"

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11

' - 4

"

70' - 5 1/2"

9

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S203

FFE = 1006.5' FFE = 996.5'

S2041

10

S203

Foundation Notes

4" Concrete Slab On Grade 3,000 PSI Concrete w/ WWF 6x6-W1.6xW1.6 Or 1.5 LB/CY Of Fibermesh Reinforcing Over 15 MIL Stego Vapor Barrier Over 4" Aggregate Gravel Layer By Concrete Contractor.

4" Aggregate layer Underneath Building Slab May Be Removed As Long As A 95% Compaction Is Achieved In The Slab Underlayment.

Provide (2) #5 Crack Prevention Bars At Each Reentrant Corner, 6'-0" Long, Centered, Mid-Depth Of Slab.

Provide Control Joint Via Saw Cut At 15'-0" o.c. Maximum In Each Direction, See Typical Saw Joint Detail For More Information.

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S101

SSI

JLW

FoundationPlan

RW

8-18-2019

880

Marshall Macon



Approver

1/8" = 1'-0"1

Foundation Plan

PLAN NORTH

11/05/2019

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5432 373428 30 327 9 11 13 15 17 19 21 23 251

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15

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S203

15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 29' - 0" 15' - 0" 15' - 0" 15' - 0" 10' - 3 7/8"

14

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10

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CONTROL JOINT

CONTROL JOINT

CONTROL JOINT

CONTROL JOINT

CONTROL JOINT

CONTROL JOINT

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FFE = 1006.5' FFE = 996.5'

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S102

SSI

JLW

Control JointPlan

RW

8-18-2019

880

Marshall Macon



Approver

1/8" = 1'-0"1

Control Joint Plan

PLAN NORTH

11/05/2019

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373428 30 3223 25

70' - 6 25/32"

70' - 5 1/2"

69' - 10 25/32"

1

S201

10' - 11 1/2" 5' - 0" 10' - 0" 9' - 6" 13' - 6 1/2" 21' - 4" 1 17/32"

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(3) 10'-2" (3) 10'-2"

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(3) 10'-2" (3) 10'-2"(3)

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(3) 10'-0"

(3) 10'-0"

(3) 9'-10"

(3) 9'-10"

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(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 8'-11"

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(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 9'-10" (3) 8'-11"

(3)

5'-8" (3) 5'-8"(3) 9'-9"

(3)

4'-9"

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11'-4"

(3)

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(3) 9'-10"

(3) 9'-10"

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(3) 9'-10"

(3) 9'-10"

(3) 10'-0" (3) 15'-2"(3) 20'-2"

3

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CMU FIREWALL

CMU WallBy Others

Existing Building

Partition Notes

Partition Walls: 29ga 'Unpainted' Galvalume Partition Panels. Panel Height To Be CoordinatedWith Onsite Superintendent.

Insulated Walls: 29ga 'Unpainted' Galvalume Partition Panels With Liner Panel Installed Up To The Underside of Elevated Floor.

Wall Insulation: Metal Walls: R-13 Vinyl-Reinforced Wall Insulation w/ R-5 CI For Exterior Metal Panel Walls Only. CMU Walls: R-9.5 CI For Ext CMU Walls Only.Insulation For Brick Veneer/EIFS Walls By Others.

Roll-Up Doors, Hallway/Corridor Partitions & Interior Buildouts By Others.

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S103

SSI

JLW

1st FloorPartition Plan

RW

8-18-2019

880

Marshall Macon



Approver

1/8" = 1'-0"1

1st Floor (Partition Plan)

PLAN NORTH

Wall Schedule (1st Floor)

Mark Count Type Gauge

(3) 4'-6" 9 'U' Panel 29ga

(3) 4'-9" 3 'U' Panel 29ga

(3) 5'-8" 6 'U' Panel 29ga

(3) 8'-11" 6 'U' Panel 29ga

(3) 9'-9" 3 'U' Panel 29ga

(3) 9'-10" 48 'U' Panel 29ga

(3) 9'-11" 6 'U' Panel 29ga

(3) 10'-0" 30 'U' Panel 29ga

(3) 10'-2" 51 'U' Panel 29ga

(3) 11'-4" 3 'U' Panel 29ga

(3) 14'-11" 3 'U' Panel 29ga

(3) 15'-2" 24 'U' Panel 29ga

(3) 20'-2" 6 'U' Panel 29ga


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373428 30 3223 25

69' - 9"

69' - 0"

69' - 10 25/32" 8"

10' - 1 1/32"

Clear

5' - 5" 9' - 8 1/4" 9' - 6" 5' - 0" 5' - 0" 5' - 0" 20' - 1 1/4"

10' - 1 1/32"

Clear

5' - 5" 9' - 8 1/4" 9' - 6" 9' - 8 1/2" 9' - 8 1/4"

Clear

5' - 5" 10' - 3 1/2"

10' - 1 1/32"

Clear

5' - 5" 9' - 8 1/4" 9' - 6" 9' - 8 1/2" 9' - 8 1/4"

Clear

5' - 5" 10' - 3 1/2"

10' - 1 1/32"

Clear

5' - 5" 9' - 8 1/4" 9' - 6" 9' - 10 1/2" 5' - 0" 4' - 6 1/4"

Clear

5' - 5" 10' - 3 1/2"

10' - 1 1/32"

Clear

5' - 5" 9' - 8 1/4" 9' - 6" 19' - 4 3/4"

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10' - 1 1/32"

Clear

5' - 5" 9' - 8 1/4" 9' - 6" 19' - 4 3/4"

Clear

5' - 5" 10' - 3 1/2"

10' - 1 1/32"

Clear

5' - 5" 9' - 8 1/4" 9' - 6" 9' - 10 1/2" 9' - 6 1/4"

Clear

5' - 5" 10' - 3 1/2"

10' - 1 1/32"

Clear

5' - 5" 9' - 8 1/4" 9' - 6" 9' - 10 1/2" 3' - 9 7/32"

1 1

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6 9

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3' -

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6' -

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9' -

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8"

8"8"

CH4 CH26 CH26

CH30

CH30

CH26CH26CH4

CH6 CH27 CH28 CH24 CH4

CH6CH29CH6

CH6 CH29 CH6

CH6 CH29 CH6

CH3CH2CH2CH27CH6


CH4CH25CH27CH27CH6

CH4 CH25 CH26 CH28 CH2 CH1 CH4


CH6CH29CH6

CH6 CH29 CH6

CH6 CH29 CH6

CH3CH2CH2CH27CH6


CH4CH25CH27CH27CH6

CH4 CH25 CH26 CH28 CH2 CH1 CH42CO

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2CO

L

2CO

L

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L

2CO

L

2CO

L

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L

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L

2CO

L

2CO

L

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L

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L

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L

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L

2CO

L

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L

2CO

L

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L

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L

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L

2CO

L

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L

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CMU FIREWALL

CMU WallBy Others

Ledger AngleBy SSI

BH

1

W12X40

W12X

40

17' -

2"

5"

8' -

6 1

/2"

7' -

9 1

/2"

5"

HSS-1

HSS-1

HSS-1

Existing Building

Framing Notes

Interior Framing: 4" x 2 1/2" x 16ga Cee Columns @ 30" o.c. In 14ga Top & 16ga Bottom Track. Load Bearing Walls To Be 10'-0" o.c.. Hat Channel Bracing @ Mid-Point On Load Bearing Walls.

Exterior Wall Framing: PBR Metal Panel: 4" x 2 1/2" x 16ga Cee Columns @ 30" o.c. In 14ga Top & 16ga Bottom Track.

Top of Steel Is 9'-8" w/ 2" Deck and 2" Concrete Topping (4" Total Floor Thickness).

Interior Floor Track - Punch Holes in Floor Track @ 30" o.c. For Wedge Anchors. Place Wedge Anchor 6" From Each End of Track.Exterior Floor Track - Punch Holes in Floor Track @ 30" o.c. For Wedge Anchors. Place Wedge Anchor 6" From Each End of Track.

SSI To Supply Pour Stop As Needed Above SSI Framing Only. Pour Stop Above Poured Concrete Walls / CMU Walls By Others.

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S104

SSI

JLW

1st FloorFraming Plan

RW

8-18-2019

880

Marshall Macon



Approver

1/8" = 1'-0"1

1st Floor (Framing Plan)

PLAN NORTH

Column Schedule (1st Floor)

Mark Count Size Length Gauge Notes

C4 276 4" x 2 1/2" 9' - 8" 16ga

C49 8 4" x 2 1/2" 0' - 8" 16ga Infill

C50 2 4" x 2 1/2" 8' - 8" 16ga

HSS Column Schedule

Mark Count Size Length

HSS-1 3 HSS4X4X1/4 9' - 8"

Header Schedule (1st Floor)

Mark Count Part Name Size Length

BH1 1 Box Header 8" x 4" x 14ga 3' - 0"

CH1 2 Cee Header 6" x 2 1/2" x 16ga 4' - 3 3/4"

CH2 6 Cee Header 6" x 2 1/2" x 16ga 5' - 0"











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69' - 9"

19

' - 9

"2

0' -

0"

20

' - 0

"3

0' -

6"

8"

10

1' -

8 1

/2"

30'-10"(24 Pcs)

20'-8"(24 Pcs)

20'-8"(24 Pcs)

30'-10"(17 Pcs)

20

' - 0

"2

0' -

0"

30

' - 6

1/2

"

48' - 4" 21' - 5 17/32"

69' - 9 17/32"

20'-1"(8 Pcs)

CMU FIREWALL

CMU WallBy Others

Existing Building

30

' - 6

"

Decking Notes

2" x 18ga Metal Composite Deck To Support 2" Concrete Elevated Slab (4" Total).

Form Angle Will Be Provided Over Steel Framing For Edge Forms.

Note: Arrows DO NOT Indicate Direction The Deck Runs.

Elevated Slab Notes

4" Concrete Slab 3,000 PSI Concrete, 2" x 18ga Composite Deck w/ WWM6x6-W1.4xW1.4

Concrete Slab Shear Collector Note:

1. Concrete Floor Slab Is Intended To Function As Rigid Diaphragm In The Plane of Each Floor.

2. Floor Diaphragm At Each Floor Is Intended To Function As Shear Collector For Wind & Seismic Forces.

3. Provide (2) - #5 Continuous Reinforcing Within 12" Of All Edge of Slab & Around Elevator & Stair Areas. Extend 5’-0” Past Interior Corners.

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S105

SSI

JLW

2nd FloorDecking Plan

RW

8-18-2019

880

Marshall Macon



Approver

1/8" = 1'-0"1

2nd Floor (Decking Plan)

PLAN NORTH

11/05/2019

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22' - 6" 10' - 3 1/2" 10' - 0" 10' - 0" 10' - 0" 9' - 8 1/2" 10' - 3 1/2" 10' - 0" 10' - 0" 10' - 3" 9' - 11 1/2" 5' - 7" 9' - 8 1/2" 9' - 6" 9' - 10 1/2" 9' - 4" 5' - 7" 10' - 2 1/2"

10

1' -

7 1

/4"

182' - 9 1/2"

138' - 7 1/2" 21' - 4" 1 1/2"

1

S201

5' -

0"

10

1' -

7 1

/4"

10

' - 9

1/2

"4

' - 9

"5

' - 0

"1

0' -

0"

10

' - 0

"1

0' -

0"

10

' - 4

1/2

"9

' - 7

1/2

"1

0' -

0"

10

' - 4

1/2

"1

0' -

8 1

/4"

10

' - 0

"

182' - 9 1/2"

182' - 9 1/2"

?

(4)

14'-6"

(4) 9'-10"

(4) 9'-10"

(4)

14'-6"

(4) 9'-10"

(4) 9'-10"

(4)

9'-1"

(4)

9'-1"

(4)

9'-1"

(4) 10'-2" (4) 10'-2"

(4) 10'-2" (4) 10'-2"

(4) 10'-2" (4) 10'-2"

(4)

9'-11"

(4)

9'-10"

(4)

9'-10"

(4)

9'-6"

(4) 9'-10"

(4) 9'-10"

(4) 9'-10"

(4) 9'-10"

(4) 20'-2"(4) 20'-2"(4) 20'-2"(4) 20'-2"

(4)

9'-11"

(4)

9'-11"

(4)

9'-11"

(4)

9'-11"

(4)

9'-11"

(4)

9'-11"

(4)

9'-11"

(4) 9'-11"

(4) 9'-11"

(4) 9'-11"

(4) 9'-11"

(4) 9'-11"

(4) 9'-11"

(4) 9'-11"

(4) 9'-11"

(4) 20'-2"(4) 15'-2" (4) 10'-2"

(4) 20'-2"(4) 20'-2"

(4) 20'-2"(4) 15'-2"(4

) 9'-6"

(4)

9'-6"

(4)

9'-11"

(4)

9'-11"

(4)

9'-11"

(4)

9'-10"

(4)

9'-10"

(3)

10'-2"

(3)

10'-2"

(3)

10'-2"

(3)

10'-2"

(3)

11'-4"

(3)

20'-2"

(3)

15'-2"

(3)

20'-2"

(3)

10'-2"

(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 20'-2" (3) 15'-2"

(3)

9'-11"

(3)

9'-11"

(3)

15'-2"

(3)

10'-2"

(3)

15'-2" (3) 10'-2" (3) 10'-2"

(3) 10'-2" (3) 10'-2"

(3) 10'-2" (3) 10'-2"

(3)

14'-11"

(3)

15'-2"

(3)

10'-2"

(3)

15'-2"

(3)

4'-10"

(3)

4'-10"

(3)

4'-10"

(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 9'-0"

(3)

10'-2"

(3)

15'-2"

(3)

10'-2"

(3)

15'-2"

(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 9'-10"

(3) 9'-0"

(3) 9'-9" (3) 9'-7"

(3)

15'-2"

(3)

10'-2"

(3)

4'-9"

(3)

4'-9"

(4)

9'-2"

(4) 9'-7"

(4) 10'-2" (3) 10'-2"

1 1

/4"

1

S202

2

S202

3

S202

4

S202

5

S202

6

S202 (4)

9'-11"

(4)

9'-11"

(4)

9'-11"

(3)

9'-11"

(3)

9'-11"

(3) 15'-2"(4) 10'-2"

(3)

10'-2"

(4)

10'-2"

(3) 10'-2"

(3) 10'-2"

(3) 10'-2"

(3) 10'-2"

(3) 10'-2"

(3) 10'-2"

(4)

9'-10"

(4)

9'-10"

(4)

10'-2"

(4)

9'-6"

(4)

9'-10"

(4)

4'-6"

(4)

4'-10"

(4) 11'-2"

(4)

20'-2"

(4)

20'-2"

(4)

20'-2"

(4)

20'-2"

(4)

20'-2"

(4)

10'-2" (4) 15'-2" (4) 15'-2"(4) 10'-2" (4) 1'-1"

CMU FIREWALL

CMU WallBy Others

(4)

9'-10"

(4) 10'-2"

(4) 10'-2"

(4) 10'-2"

(4) 10'-2"

(4) 10'-2"

(4) 10'-2"

Existing Building

Partition Notes

Partition Walls: 29ga 'Unpainted' Galvalume Partition Panels. Panel Height To Be CoordinatedWith Onsite Superintendent.

Insulated Walls: 29ga 'Unpainted' Galvalume Partition Panels With Liner Panel Installed Up To The Underside of Roof.

Insulation: Metal Walls: R-13 Vinyl-Reinforced Wall Insulation w/ R-5 CI For Exterior Metal Panel Walls Only. CMU Walls: R-9.5 CI For Ext CMU Walls Only.Roof: R-30 Banded Long Tab Vinyl-Reinforced Insulation with Thermal Blocks

Roll-Up Doors, Hallway/Corridor Partitions & Interior Buildouts By Others.

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S106

SSI

JLW

2nd FloorPartition Plan

RW

8-18-2019

880

Marshall Macon



Approver

1/8" = 1'-0"1

2nd Floor (Partition Plan)

PLAN NORTH

Wall Schedule (2nd Floor)


(4) 4'-6" 4 'U' Panel 29ga

(4) 4'-10" 4 'U' Panel 29ga

(4) 9'-1" 12 'U' Panel 29ga

(4) 9'-2" 4 'U' Panel 29ga

(4) 9'-6" 16 'U' Panel 29ga

(4) 9'-7" 4 'U' Panel 29ga

(4) 9'-10" 64 'U' Panel 29ga

(4) 9'-11" 88 'U' Panel 29ga

(4) 10'-2" 76 'U' Panel 29ga

(4) 11'-2" 4 'U' Panel 29ga

(4) 14'-6" 8 'U' Panel 29ga

(4) 15'-2" 16 'U' Panel 29ga

(4) 20'-2" 52 'U' Panel 29ga

Wall Schedule (2nd Floor)


(3) 4'-9" 6 'U' Panel 29ga

(3) 4'-10" 9 'U' Panel 29ga

(3) 9'-0" 6 'U' Panel 29ga

(3) 9'-7" 3 'U' Panel 29ga

(3) 9'-9" 3 'U' Panel 29ga

(3) 9'-10" 57 'U' Panel 29ga

(3) 9'-11" 12 'U' Panel 29ga

(3) 10'-2" 72 'U' Panel 29ga

(3) 11'-4" 3 'U' Panel 29ga

(3) 14'-11" 3 'U' Panel 29ga

(3) 15'-2" 30 'U' Panel 29ga

(3) 20'-2" 9 'U' Panel 29ga

(4) 1'-1" 4 'U' Panel 29ga


1

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2' - 9 1/2" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 4' - 8 1/2" 5' - 7" 4' - 8 1/2" 5' - 0" 5' - 0" 4' - 8 1/2" 5' - 7" 4' - 8 1/2" 5' - 3" 5' - 0" 4' - 11 1/2" 5' - 7" 4' - 8 1/2" 5' - 0" 5' - 0" 4' - 6" 5' - 0" 4' - 10 1/2" 5' - 0" 4' - 4" 5' - 7" 4' - 8 1/2" 5' - 6"

5' -

6 1

/2"

4' -

7 1

/2"

5' -

9"

4' -

7 1

/2"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

4 1

/2"

4' -

7 1

/2"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

4 1

/2"

4' -

7 1

/2"

6' -

0 3

/4"

10

1' -

7 1

/4"

182' - 9 1/2"

69' - 9"113' - 0 1/2"

182' - 9 1/2"

1 9/32"

10

1' -

7 1

/4"

10

' - 9

1/2

"9

' - 9

"1

0' -

0"

10

' - 0

"1

0' -

0"

10

' - 4

1/2

"9

' - 7

1/2

"1

0' -

0"

10

' - 4

1/2

"4

' - 7

1/2

"6

' - 0

3/4

"

16' - 11 27/32" 9' - 10" 10' - 0" 10' - 0" 10' - 0" 9' - 8 1/2" 10' - 3 1/2" 10' - 0" 4' - 8 1/2" 5' - 7" 9' - 11 1/2" 9' - 11 1/2" 5' - 7" 9' - 8 1/2" 9' - 6" 9' - 10 1/2" 3' - 8"

4' - 11 1/2" 5' - 7" 4' - 8 1/2" 5' - 0" 9' - 6" 9' - 10 1/2" 9' - 4" 5' - 7" 4' - 8 1/2" 5' - 6 1/32"

4' - 11 1/2" 5' - 7" 4' - 8 1/2" 5' - 0" 9' - 6" 5' - 0" 4' - 10 1/2" 5' - 0" 4' - 4" 5' - 7" 4' - 8 1/2" 5' - 6 1/32"

4' - 11 1/2" 5' - 7" 4' - 8 1/2" 5' - 0" 9' - 6" 9' - 10 1/2" 9' - 4" 5' - 7" 4' - 8 1/2" 5' - 6 1/32"

20' - 5 1/2" 9' - 9 1/2" 9' - 11 1/2" 10' - 3 1/2" 10' - 0" 9' - 6" 9' - 10 1/2" 4' - 4" 5' - 7" 4' - 8 1/2" 5' - 6 1/32"

11' - 4 3/8" 5' - 0" 10' - 0" 10' - 3 1/2" 4' - 8 1/2" 5' - 0" 5' - 0" 4' - 8 1/2" 5' - 7" 4' - 8 1/2" 5' - 3" 5' - 0" 4' - 11 1/2" 5' - 7" 4' - 8 1/2" 5' - 0" 9' - 6" 9' - 10 1/2" 9' - 4" 5' - 7" 4' - 8 1/2" 5' - 6 1/32"

10' -

4 1

/2"

10' -

0"

9' -

7 1

/2"

5' -

9"

9' -

7 1

/2"

10' -

0"

10' -

0"

9' -

7 1

/2"

5' -

9"

10' -

2"

C48 C48

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C9

C11

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C20C21

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C11

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C9

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C7

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C10

C8

C15

C24

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C43

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C31

C28

C27

C21

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C31

C33 C31

C28

C31

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C26

C29

C27

C25

C25 C23

C36

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C34

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C39 C39

C30

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C48

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C32

C32

C37

C37

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C35

Z2

Z8

Z1

Z1

Z1

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Z1

Z1

Z1

Z1

Z1

Z1

Z1

Z1

Z1

Z1

Z1

Z1

Z4

Z4

Z4

Z4

Z4

Z4

Z4

Z4

Z4

Z4

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Z2

Z2

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Z2

Z2

Z2

Z2

Z8

Z8

Z8

Z8

Z9

Z9

Z9

Z9

CH13CH7CH9

CH8 CH11 CH7

CH10

CH10

CH10

CH10

CH8 CH11 CH7

CH7CH11CH8

CH12 CH7 CH13

CH14CH16CH9CH12CH12CH12CH10CH20

CH22 CH14 CH14

CH22

CH22

CH22

CH17CH23

CH21 CH17

CH21 CH13 CH13

CH18CH14CH19

CH14 CH14

CH16CH12CH15

C18

C18

C18

C18

C18

C18

C18

C18

C18

C20

C18

C16

C18

C16

C48

C48

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C48

Z1

Z1

Z1

Z1

Z2

10

' - 0

"

10

' - 4

1/2

"

BH2

C48

C48

C48

C48

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C48C

48

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48C48

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C48

C48

C48

C48

C48 C48

C48 C48

C48

C48

C48

C48

C48

C48

C48

C48

C48

C48

C48C48

C2

C2C

48

C48

C48C48C

48

4' - 0" 16' - 4" 1' - 3 19/32"

CH31

CH32

CMU FIREWALL

CMU WallBy Others

2

S203Existing Building

Framing Notes

Interior Framing: 4" x 2" x 16ga Cee Columns On A 5'-0" x 10'-0" Grid Framing System.

Zee Purlins Every 5'-0" o.c.

Exterior Wall Framing: 4" x 2" x 16ga Cee Columns @ 5'-0" o.c. In 14ga Top & 16ga Bottom Track.

Exterior Floor Track - Punch Holes in Floor Track @ 30" o.c. For Wedge Anchors. Place Wedge Anchor 6" From Each End of Track.

Brick Veneer/EIFS By Others

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S107

SSI

JLW

2nd FloorFraming Plan

RW

8-18-2019

880

Marshall Macon



Approver

1/8" = 1'-0"1

2nd Floor (Framing Plan)

PLAN NORTH Column Schedule (2nd Floor)


C32 2 4" x 2" 12' - 4" 16ga

C33 5 4" x 2" 12' - 4 1/2" 16ga

C34 8 4" x 2" 12' - 6" 16ga

C35 2 4" x 2" 12' - 7" 16ga

C36 4 4" x 2" 12' - 7 1/2" 16ga

C37 2 4" x 2" 12' - 8" 16ga

C38 5 4" x 2" 12' - 9" 16ga

C39 2 4" x 2" 12' - 9 1/2" 16ga

C40 2 4" x 2" 12' - 10" 16ga

C41 2 4" x 2" 12' - 10 1/2" 16ga

C42 2 4" x 2" 12' - 11 1/2" 16ga

C43 2 4" x 2" 13' - 0" 16ga

C44 2 4" x 2" 13' - 1" 16ga

C45 2 4" x 2" 13' - 2 1/2" 16ga

C46 2 4" x 2" 13' - 3 1/2" 16ga

C47 2 4" x 2" 13' - 5 1/2" 16ga

C48 80 4" x 2" 14' - 4" 16ga

Column Schedule (2nd Floor)


C17 7 4" x 2" 10' - 7 1/2" 16ga

C18 11 4" x 2" 10' - 9" 16ga

C19 7 4" x 2" 10' - 10 1/2" 16ga

C20 11 4" x 2" 11' - 0" 16ga

C21 9 4" x 2" 11' - 1 1/2" 16ga

C22 10 4" x 2" 11' - 3" 16ga

C23 9 4" x 2" 11' - 4 1/2" 16ga

C24 11 4" x 2" 11' - 6" 16ga

C25 10 4" x 2" 11' - 7 1/2" 16ga

C26 10 4" x 2" 11' - 9" 16ga

C27 8 4" x 2" 11' - 10 1/2" 16ga

C28 13 4" x 2" 12' - 0" 16ga

C29 6 4" x 2" 12' - 1 1/2" 16ga

C30 2 4" x 2" 12' - 2 1/2" 16ga

C31 13 4" x 2" 12' - 3" 16ga

Column Schedule (2nd Floor)


C1 5 4" x 2" 5' - 8" 16ga Infill

C2 2 4" x 2" 8' - 0" 16ga

C3 18 4" x 2" 9' - 0" 16ga

C5 8 4" x 2" 9' - 1 1/2" 16ga

C6 8 4" x 2" 9' - 3" 16ga

C7 11 4" x 2" 9' - 4 1/2" 16ga

C8 6 4" x 2" 9' - 6" 16ga

C9 12 4" x 2" 9' - 7 1/2" 16ga

C10 6 4" x 2" 9' - 9" 16ga

C11 16 4" x 2" 9' - 10 1/2" 16ga

C12 2 4" x 2" 10' - 0" 16ga

C13 16 4" x 2" 10' - 1 1/2" 16ga

C14 9 4" x 2" 10' - 3" 16ga

C15 9 4" x 2" 10' - 4 1/2" 16ga

C16 11 4" x 2" 10' - 6" 16ga

Header Schedule (2nd Floor)

Mark Count Part Name Size Length

BH2 1 Box Header 8" x 4" x 14ga 16' - 8"




















Purlin Schedule

Mark Count Size Length

Z1 97 4" x 2" x 16ga 22' - 2"

Z2 23 4" x 2" x 16ga 21' - 1"

Z3 11 4" x 2" x 16ga 17' - 2"

Z4 18 4" x 2" x 16ga 16' - 8"

Z5 2 4" x 2" x 16ga 16' - 1"

Z6 1 4" x 2" x 16ga 14' - 2"

Z7 5 4" x 2" x 16ga 12' - 2"

Z8 6 4" x 2" x 16ga 11' - 1"

Z9 4 4" x 2" x 16ga 9' - 4"

Z10 1 4" x 2" x 16ga 4' - 6"

11/05/2019

1 6 8 10 12 14 16 18 20 22 24 26 27 29 31 33 35 36 38

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U

5432 373428 30 327 9 11 13 15 17 19 21 23 25

90

' - 3

1/4

"1

1' -

4"

10

1' -

7 1

/4"

182' - 9 1/2"

10

1' -

7 1

/4"

182' - 9 1/2"

45' - 3 13/16" 35' - 3 3/8" 102' - 2 5/16"

1/4" / 1'-0"

1/4" / 1'-0"

24ga Standing Seam RoofSystem 'Unpainted'Galvalume Finish

1/4

" / 1'-0"

1/4

" / 1'-0"

Crosshatch Roof

2

S203

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S108

SSI

JLW

Roofing Plan

RW

8-18-2019

880

Marshall Macon



Approver

1/8" = 1'-0"1

Roofing Plan

PLAN NORTH

11/05/2019

16810121416182022242627293133353638 5 4 3 237 34 283032 791113151719212325

10

' - 0

"1

4' -

0"

24

' - 0

"

3 Hour Firewall(By Others)

Entry Door By Others

26ga Pre-Finished PBR Metal Siding By SSI

False Roll-Up Doors By Door Manufacturer

14

' - 4

"

4"

Roof Line (Beyond)

2' -

0"

10' -

0"

14' -

0"

2' -

0"

ABCDEFGHIJKLMNOPQRSTU

10

' - 0

"9

' - 0

"5

' - 4

"

24

' - 4

"

7' -

0"

8' -

0"

10

' - 0

"9

' - 0

"5

' - 0

"

24

' - 0

"

10' - 0"Entry Door By Others26ga PBR Pre-Finished Metal Siding By SSI


26ga Pre-Finished Gutter By SSI

26ga Pre-Finished Downspouts By SSI

3 Hour Firewall

A B C D E F G H I J K L M N O P Q R S T U


False Roll-Up Doors By Door Manufacturer


14

' - 4

"

14

' - 4

"

1 6 8 10 12 14 16 18 20 22 24 26 27 29 31 33 35 36 385432 373428 30 327 9 11 13 15 17 19 21 23 25

14

' - 4

"1

0' -

0"

24

' - 4

"

37' - 3 3/4" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 8 1/2"

5' -

0"

2' -

0"

2' -

0"

2' -

0"

2' -

0"

9' -

0"


Concrete Retaining Wall By Others

14

' - 4

"

13

' - 0

"

11

' - 0

"

9' -

0"

7' -

0"

3' -

0"

Roof Line(Beyond)

S2049

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S109

SSI

JLW

Elevations

RW

8-18-2019

880

Marshall Macon



Approver

1/8" = 1'-0"1

North Elevation

1/8" = 1'-0"2

East Elevation1/8" = 1'-0"

3West Elevation

1/8" = 1'-0"4

South Elevation

11/05/2019

ABCDEFGHIJKLMNOPQRSTU

W12X40

BH1

4" x 2" x 16ga Cee Columns @ 5'-0" o.c. In Top & Bottom Track

4" x 2 1/2" x 16ga Cee Columns @ 30" o.c. In Top & Bottom Track

1' - 5" 5"

16' - 4"

5" 1' - 5"

8' -

0"

1' - 0 1/2"

3' - 0"

1' - 8 1/2"

7' -

0"

10

' - 0

"9

' - 0

"

19

' - 0

"24

' - 4

"

24

' - 0

"9' -

0"

10

' - 0

"

5' -

0"

10121416182022242627293133353638 37 34 283032 1113151719212325

8' -

0"

14

' - 4

"

0"2

4' -

0"

4' - 0"16' - 4"1' - 3 19/32"

4" x 2" x 16ga Cee Columns @ 5'-0" o.c. In Top & Bottom Track

BH2

5' -

8"

4"

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S110

SSI

JLW

FramingElevations

RW

8-18-2019

880

Marshall Macon



1/8" = 1'-0"1

East Framing Elevation

1/8" = 1'-0"2

North Framing Elevation

11/05/2019

12

' - 7

1/2

"

12

' - 6

"

12

' - 4

1/2

"

12

' - 3

"

12

' - 1

1/2

"

12

' - 0

"

12

' - 9

"

12

' - 1

0 1

/2"

13

' - 0

"

13

' - 1

1/2

"

11

' - 1

0 1

/2"

11

' - 9

"

11

' - 7

1/2

"

11

' - 6

"

11

' - 4

1/2

"

11

' - 3

"

11

' - 1

1/2

"

11

' - 0

"

10

' - 1

0 1

/2"

10

' - 7

1/2

"

10

' - 6

"

9' -

8"

10

' - 0

"

10

' - 4

1/2

"

10

' - 3

"

10

' - 1

1/2

"

10

' - 0

"

9' -

10

1/2

"

9' -

9"

9' -

7 1

/2"

9' -

6"

9' -

4 1

/2"

9' -

3"

9' -

1 1

/2"

9' -

0"

10

' - 0

"

19

' - 0

"

1/4" / 1'-0"

CH6 CH29

CH10

CH6

CH22

10

' - 9

"

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S201

SSI

JLW

Building CutSections

RW

8-18-2019

880

Marshall Macon



Approver

1/8" = 1'-0"1

Building Cut Section @ Grid Line P

11/05/2019

24ga Standing Seam Roof By SSI

26ga Flashing

26ga Metal Panels

26ga Pre-Finished Coping By SSI

Concrete To Be DesignedBy SSI. Supplied and Installed By Others

1/4" / 1'-0"

Midwall Girt

29ga Liner Panel By SSI

R13 Insulation By SSI

4" x 2" x 16ga Cee Columns @ 5'-0" o.c.

26ga PBR Metal Siding By SSI

Bottom Track By SSI4 1/8" x 2" x 2" x 14ga U-Trackw/ 1/2"Ø x 2" EmbedExp Anch @ 60" o.c.

Midwall Girt

5' -

0"

5' -

0"

14

' - 4

"

4" x 4" x 16ga Continuous Angle

S2075

R-30 Roof Insulation

R-5 Rigid Board Insulalation By SSI



26ga Flashing

26ga Metal Panels


Zee Purlin (See Plans For Sizes & Locations)

Continuous 4 1/8" x 2" x 16ga Track

Va

rie

s

5' -

0"

5' -

0"

14

' - 4

"

Midwall Girt






Midwall Girt

R-30 Roof Insulation Not Shown For Clarity

S2075



26ga Flashing By SSI

3 Rows 1" Furring Channels By SSI

26ga Metal PanelsBy SSI




16" Bond Beam By Others

14

' - 0

"1

0' -

0"

Va

rie

s

Elevated Concrete Slab By Others

2" x 18ga Composite Deck By SSI

4" x 4" x 1/4" Continuous Angle w/ 1/2"Ø Wedge Anchors @ 24" o.c.

16" CMU Firewall By Others



S2075

Existing Roof (Not By SSI)

26ga Flashing By SSI (Field Measurements Req'd For Gap)

24

' - 0

"


5' -

0"

4' -

0"

10

' - 0

"9

' - 0

"

19

' - 0

"

1/4" / 1'-0"

Midwall Girt





3" x 4 1/8" x 14ga Top Track By SSI

4" x 4" x 12gaPour Stop

24ga Metal Roof Deck By SSI

26ga Pre-FinishedGutter By SSI




R30 Roof Insulation By SSI

W12 x 19 Beam

Infill 4" x 2" x 16ga Cee Columns In Top & Bottom Track

HSS Column Beyond


4" x 4" x 12gaPour Stop




26ga Flashing



5' -

0"

5' -

0"

Mid-Wall Girt


4" x 2 1/2" x 16ga Cee Columns @ 30" o.c.



26ga Pre-Finished PBR Metal Wall Panels By SSI


26ga Metal Panels


S2075

Mid-Wall Strapping @ 5'-0" o.c. Horizontally



14

' - 4

"1

0' -

0"


26ga Flashing



26ga Metal Panels


Wood Nailer By Others


Mid-Wall Girt



5' -

0"

5' -

0"

Mid-Wall Girt


Retaining Wall Designed By SSI. Supplied & Install By Others

Concrete Footing Designed By SSI Supplied & Installed By Others

14

' - 4

"

Va

rie

s


S2075


PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S202

SSI

JLW

Exterior WallSections

RW

8-18-2019

880

Marshall Macon



Approver

1/2" = 1'-0"1

Exterior Wall Section 11/2" = 1'-0"

2Exterior Wall Section 2

1/2" = 1'-0"3



1/2" = 1'-0"5




11/05/2019

Suitable Subgrade Bearing, See Foundation Notes (Typ.)

(5) #5's Cont.

#5 Bars @ 12" o.c.

1' -

2"

#5 Bar Cont.

WWF, See Plan

WWF, See Plan

10

' - 0

" F

loo

r T

o F

loo

r8

"

#5 Bars Vert. @ 12" o.c.Centered

#5 Bars Horiz. @ 12" o.c.

8"

6" Perforated PVC FDNFrench Drain, See PlanFrench Drain: 18" x 18"

Filter Mat'f w/ Geotextile Wrap (Typ.)

3' - 0"

1' - 2"


0" 1' - 10" 1' - 2"

4" 4"

#5 Hook Bar 32" x 32" @ 12" o.c.

Dirt Side

4" 4"

3' - 0"

Suitable Subgrade Bearing, See Foundation Notes (Typ.)

(5) #5's Cont.

#5 Bars Horiz. @ 12" o.c.

Grade Varies

#5 Bars Vert. @ 12" o.c.Centered

Se

e S

hee

t S

131

Fo

r H

eig

hts

Va

rie

s1

' - 2

"

4"

4"8

"

4" Capillary Drainage

#5 Bars @ 12" o.c.

1' - 2"

1' - 2"

6" Perforated PVC FDNFrench Drain, See PlanFrench Drain: 18" x 18"

Filter Mat'f w/ Geotextile Wrap (Typ.)

#5 Hook Bar 32" x 32" @ 12" o.c.

9 ¼" x 1 ½" Weather Ledge

Concrete Slab On Grade (By Others)

10 MIL Vapor Barrier

Rebar (2) - #5's Cont.

2' -

0"

1' - 6"

3"

1 1

/2" 9 1/4"

#5 Bar @ 24" o.c.

Concrete Slab On Grade (By Others)

1 ½" x 1 ½" Sheeting Notch

Finished Floor

Rebar (2) - #5's Cont.

10 MIL Vapor Barrier2' -

0"

1' - 6"

3"

1 1

/2"

1 1/2"

#5 Bar @ 24" o.c.

1/8"

Dep

th/4

Notes

1. Sawcutting Of Control Joints Shall Be Done As Soon As The Concrete Has Hardened Sufficiently To Permit Cutting Without Chipping, Spalling Or Tearing But Not More Than 8 Hours After Casting.2. Control Joints Must Not Be Within 1'-0" Of All Parallel Load Bearing Walls.

Sawn Control Joint w/ Sealant

Finished FloorSee Plan

Depth

14ga Top Track

X

4" Sub-Base, SeeFoundation Notes

15 MIL Stego Wrap Vapor Retarder

Dep

th/4

1/8"Sawn Control Joint w/ Sealant

See Plan ForReinforcement

Depth

Finished FloorSee Plan

Notes

1. See Foundation Plan For Additional Slab Information, Including Depth & Reinforcing.2. Sawcutting Of Control Joints Shall Be Done As Soon As The Concrete Has

Hardened Sufficiently To Permit Cutting Without Chipping, Spalling Or Tearing But Not More Than 8 Hours After Casting.

3. Contractor May Elect To Sawcut Any CJ's As Indicated On Plan.

X X X X X

½"Ø x 2 ¾" Expansion Anchors @ Each Stud

(2" Embedment) Concrete Slab On Grade

(2) #5's Cont.

4"

4"

1' - 6"

3"

8"

#5 Bar @ 24" o.c.24

' - 0

" (C

on

firm

Heig

ht w

/ A

rch

ite

ct

Be

fore

Co

nst

ructio

n)

14

' - 0

" F

loo

r T

o T

op

Of

Wa

ll1

0' -

0"

Flo

or

To

Flo

or

2' -

0"

4' -

0"

1' -

4"

S2089

Bond BeamSee S204 For Details

Bond BeamSee S204 For Details

Existing CMU Wall

Existing CMU Wall

Existing Concrete Wall

Existing Continuous Footing

8"

1' -

0"

3" Gap

New Continuous Footing Addition8" 1' - 0"

3"

Cle

ar

#4 @ 24" o.c.

2' -

3"

2' -

0"

10

' - 0

"1

6' -

7"

2' -

0"

Adjacent to Existing Building

Backfill

FFE = 1006.5'

FFE = 996.5'

#5 DOWELS

CONCRETE SLAB ON GRADE

(3) #5'S CONT.

8" CMU

#5 @ 48" O.C. VERTICAL REINF. MIN LAP SPLICE

LENGTH = 32"

FILL CELLS @ REINF W/ GROUT

4"

5"

3"

1' -

0"

4' - 0"

#5'S @ 12-IN OC

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S203

SSI

JLW

FoundationDetails

RW

8-18-2019

880

Marshall Macon



Approver

3/4" = 1'-0"1

Foundation Wall / Firewall

3/4" = 1'-0"8

Foundation Wall

1" = 1'-0"4

Weather Ledge1" = 1'-0"

5Sheeting Notch

1 1/2" = 1'-0"6

Control Joint @ Elevated Slab1 1/2" = 1'-0"

7Control Joint @ Slab On Grade

1" = 1'-0"9

Thickened Slab Design @ Load BearingWall

3/4" = 1'-0"3

CMU Firewall1/4" = 1'-0"

2Firewall Step Elevation

3/4" = 1'-0"10

Thickened Slab Design @ CMU Wall

Brace Wall As Needed


1

11/05/2019

LCS

haft &

Hois

tB

eam

(A

bove)

#5 Vert. Bar AndConcrete Fill AtEither Side OfLifting Beam

Elevator Note: Verify All Dimensions & Details With Elevator Supplier

Grout All Cells Solid

#5 Bars Vert. @ 16" o.c.With Concrete Fill - Typ.

At North And South Walls

Verify w/ Elev. MFG.

Ve

rify

w/ E

lev. M

FG

.

Varify w/ Arch

Masonry Opening

#5 Bars Vert. @ 32" o.c.With Concrete Fill - Typ.At East And West Walls

Reinforce Each Side Of Opening w/ 2 Filled Cells & #5 Vertical At Each Cell

Reinforce Corners w/3 Filled Cells & #5

Vertical At Each Cell (Typical 4 Corners)

TYPICAL DOOR JAMB DETAILTYPICAL HEADER DETAIL

2"

2"

Grout Bond BeamSolid (See Schedule)

8" CMU

Rough

Openin

g

For Door Lintel Bond Beams, Provide (1) Continuous Bond Beam (Lintel Block, Channel Block, Or Open Bottom 'U' Shaped CMU Unit) With (2) #5 Continuous Grouted Solid (See Schedule)

#5

#5 Reinforcement(See Schedule)

#5 Reinforcement Bar w/ 20 Diameter Splice Grout SolidFull Height Of Wall

Grout VoidSolid Full

Height Of Wall RoughOpening

Metal Door Frame

Bond Beam - 8" (See Schedule)

Metal Door Frame

Grout Wall Solid -See Wall Elevations

8" CMU Corner

#5 Rebar - SeeWall ElevationsFor No, & Spacing

16" DEEP LINTEL (NOM)OPNGS GREATER THAN 6'-0"

1. See Struct Dwgs For General Location Of Type "B"&"D" Lintels - See Arch For Specific Location &Clear Span.

2. Lintels Shall Span Cont Between Bearings Each Side.

3. Provide 8"(Min) Bearing For Clear Span 6'-0" Or Less, 16"(Min) Bearing For Clear Span Greater Than 6'-0".

4. Extend Bottom Reinf To End Of Bearing Each Side - Extend Top Reinf Where Possible - Basic Development.Length - Terminate Top Reinf w/ STD Hook At Control Joints Or Free Edges.

5. Provide Solid Grouted Or Solid Masonry Jamb Under Lintel Each Side Of Opening For Clear Span GreaterThan 6'-0".

8" DEEP LINTEL (NOM)OPNGS 6'-0" OR LESS

Shear Reinf #3 @ 8" o.c.

NOTES

Grout CoresSolid

2-#5CONTINUOUSBOTTOM REINF.

(2) #5 ContinuousTop & Bottom Reinf.

8"

NO

M

6" Thru 12"

2 1

/4"

CL

R

16"

NO

M

6" Thru 12"

2 1

/4"

CL

R

PLANE OF WCJ

NOTE

MAX 30'-0" SPACING UNO

FOUNDATION & SLAB PLAN

LOCATE WCJ AS SHOWN ON

A

A

A

B

B

B

B

WHEN THEY WORK WITH BLDG DIMENSIONS

USE CMU LENGTHS ABOVE @ INTERIOR PARTITIONS

WITH SPECIFICATIONS

SEALANT IN ACCORDANCE

%%192" @ CONTROL JT ONLY

FILL W/ MORTAR & RAKE

B

A

LEGEND

CONTROL JT

BM. CUT BARS @

INTERMEDIATE BOND

@ CONTROL JT

HORIZ REINF CUT REINF

REINF SHALL BE CONT @ ROOF & FLR LEVELS UNO

ALL AROUND SHAFT UNO

STRUCT BOND BM @ ROOF & FLR LEVELS UNO

BE APPROVED BY ARCH

PREFORMED GASKET TO

= 8" CMU LENGTH

= 16" CMU LENGTH

B

TYP WALL CONTROL JOINT

SEE CONTROL JT

OPTIONS THIS SHEET

VERT BARS

SUPPORTING MEMBER

CAULK @ EXT FACE TYP

FDN DOWELS

1.

SASH BLOCK@ STAIR LANDINGS

& @ ELEV. RAIL SUPPORTS

3' -

0"

MIN

La

p

3' - 0" MIN Lap

8" CMU Grout Solid Every Cell w/ 9ga Galvanized Ladder Type Joint Reinforcing @ 16" o.c.

Vertical Reinforcement Per Plan

#5 Bent Bars At Corners, 36" Lap Each Direction

Horizontal Reinforcement Per Plan

(4)#5 VERT. BARS

#3 HORIZ. TIES @ 8-IN O.C.

8" CMU BLOCK

OPENING

2' - 6" Typ (6'-8" Max) #5 Rebar (Typ)

Reinf Bond Beam @ Floor & Roof Level

#6 Rebars (Typ)

Reinf Shown Is In Addition To Vertical Wall Reinforcing Specified On Plans

"D"

"D"

"S"

MIN.

2 x "S"

MIN.

1' - 0"

3"

CL

R.

Same Size And Quantity As Typical Footing

Reinforcement

Typical Footing Reinforcement

NOTES:1. Reinforcing Shown For Masonry Wall Footings. See

Sections And Details For Arrangement Of ReinforcingIn Concrete Wall Footing.

2. "S" Dimension = 2'-0" Maximum.3. "D" Dimension = Footing Thickness (See Plan)

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S204

Checker

Author

FoundationDetails

Designer

8-18-2019

880

Marshall Macon



Approver

3/4" = 1'-0"1

Stair Shaft Section

3/4" = 1'-0"2

Typical Masonry Details3/4" = 1'-0"

3Typ Masonry Wall Corner Reinf. Detail

1/2" = 1'-0"4

Masonry Lintel Detail

1/2" = 1'-0"5

Typ. CMU Wall Control Joint

3/4" = 1'-0"6

Typical Tie Beam @ CMU Wall Corners

1 1/2" = 1'-0"7

TYPICAL CMU COLUMN DETAIL

1/2" = 1'-0"8

Wall Reinforcement @ Masonry Openings1" = 1'-0"

9Stepped Footing Detail

11/05/2019

3' - 0"

5" 7"

2"

4" 4" 4"

1 3/8"

3/4"1"

3 1/16"1'-0"

1 1

/4"

3'-0"

2 1/2"

1"

3 1/2"

6"

3/4

"

3'-0"

18"

2"

Cee Column (See Plans)

14ga Top Track

24ga Metal Roof Panel

26ga Pre-Finished Gutter

Exterior Metal Wall Panel

Pull Insulation Into Cavity Created By The Floating Eave Plate, Angle & Insulated Panel

Fixed Eave PlateFloating Eave Plate Attached To Top Track w/ Tek Shoulder Screw @ 24" o.c.

#14 x 7/8" Stitch Screw (1 Per Panel)

#12 x 1 1/4" Long Life Self Drilling Screw (4) Per Roof Panel

Gutter Hanger @ 36" o.c. Max Attached w/ (3) #14 x 7/8" Stitch Screws

Continuous Butyl Tape Sealant

1' - 6" 1' - 6"

#12 x 1 1/4" Long Life Self Drilling Screw (4) Per Panel

Drip Form Edge

Min 3" Overhang From Face Of Building

Roof Clip

2" x 24ga Battenlok Roof Panel

#12 x ¾" Roof Clip Screw

Roof Purlin

Roof Panel

Stitched Seam Roof Per Manufacturers Specifications

3" x 6 1/8" x 3" x 14gaCont. Top Track

(2) Cee Members (SeePlans For Sizes)

2" x 6 1/8" x 2" x 14gaBottom Track (Cut To Fit)

Post Infill Framing AboveOver Opening (See Plans)

Composite Deck By SSI

14ga Pour StopBy SSI

(2) King Studs(See Plans)

2" x 6 1/8" x 2" x 14ga Bottom Track (Cut To Fit) w/ #12 Teks @ 12" o.c. @ Box Header

2" x 6 1/8" x 2" x 14ga Bottom Track Bracket (Cut To Fit - Height of Box Header ) Connect to Vertical Post w/ (16) #12 Teks & (8) #12 Teks Each Side of Bracket

Concrete By Others

3" x 6 1/8" x 3" x 14ga Cont. Top Track w/ #12 Teks @ 12" o.c.

(2) Cee Members (SeePlans For Sizes)

Post Infill Framing AboveOver Opening (See Plans)



Jack Stud Attached to King Stud with (2) #12

Tek Screws @ 12" o.c.

Concrete Slab By Others

Double Columns (See Plans For Size & Gauge)

Cee Headers (See Plans For Size & Gauge)

#12 Tek Screw (See 'Typical Connection Light Gauge Header to Support' Detail For Amount of Tek Screws Needed For Each Member)

#12 x ¾" Tek Screw At Each Header At Each Low Rib

Double Columns (See Plans For Size & Gauge)

Cee Header (See Plans For Size & Gauge)

Roof Purlin

#12 Tek Screw (See 'Typical Connection Light Gauge Header to Support' Detail For Amount of Tek

Screws Needed For Each Member)

Cee Header (See Plans)

Header Clip w/ (4) Tek Screws To Header And

(1) Wedge Anchor To CMU

Masonry By OthersCee Column (See Plans)

2 ½" x 2 ½" x 2" x 3/16"Base Clip

½"Ø x 1 ¼" H.H.C.S.

½"Ø x 2 ¾" Expansion Anchors (2" Full

Embedment)


½"Ø x 2 ¾" Wedge Anchor (2" Embedment)(See Plans For Placements)

16ga Bottom Track (See Plans)

At Wall End Studs, Attach Stud To Track w/ (2) #12 x 3/4" Screws Each Side. At

Other Conditions, Attach Studs To Track w/ (1)

#12 x 3/4 Screw Each Side.

#12 x ¾" Tek Screw @ 24" o.c. @ Side Lap Conditions

Type 2.0 CF Galv G60 18ga Composite Deck By SSIw/ WWF Reinf. By Others

4" Panel Lap w/ #12 x ¾" Tek Screw @ Low Rib

Note: There Are To Be Six (6) #12 Tek Screws Per 10 Foot SpanWhen The 18ga Composite Decks Are Overlapped And StitchedTogether. Space #12 Tek Screws @ 12" o.c. Around Perimeter

Of Building When Using Composite Deck.

Va

rie

s

Composite Deck

Attach Deck To Track w/ #12 Tek Screw @ 12" o.c.

Top Track (See Plan For Size)w/ (2) #12 Tek Screws (1 Each Side)

Cee Columns @ 30" o.c.See Plan For Size & Gauge

1½" x 16ga Hat Channels Attached w/ (2) - #12

Teks Each Column (Typ.)(See Plan Notes For Spacing)

2" Min. Overlap

Stitch Screws @ 24" o.c.

Notch Inside Leg of Bottom Coping

Notch Inside Leg and Cut At 45° of Top Coping

Stitch Screwsw/ Mastic Or 2 Beads of Urethane Sealant

Stitch Screws w/ Mastic Or 2 Beads of Urethane Sealant

5

S207

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S205

SSI

JLW

Details

RW

8-18-2019

880

Marshall Macon



Approver

1 1/2" = 1'-0"1

2"x18ga (Elevated Slab Deck)

1 1/2" = 1'-0"2

PBR Panel (Exterior Siding)

1 1/2" = 1'-0"3

PBU Panel (Interior Shear Walls)

1 1/2" = 1'-0"4

Standing Seam 18"

1 1/2" = 1'-0"5

Low Eave Installation (More Than 60') -Metal Wall Panels

1" = 1'-0"6

Roof Eave (Less than 60'-0")

1" = 1'-0"7

Roof Panel Clip - Stitched Seam1 1/2" = 1'-0"

8Box Header Detail

1" = 1'-0"9

Cee Header - Composite Deck1" = 1'-0"

10Cee Header - Single

1" = 1'-0"11

Cee Header To CMU Wall1" = 1'-0"

12Column to Slab

1 1/2" = 1'-0"13

Column To Track Detail

3/8" = 1'-0"14

Composite Deck1 1/2" = 1'-0"

15

Composite Deck Connection Over InteriorWall

1 1/2" = 1'-0"16

Coping Connection Detail

11/05/2019

½"Ø x 2 ¾"Expansion Anchors2" Full Embedment

½"Ø x 1 ¼" H.H.C.S.

2 ½" x 2 ½" x 3/16" x 2" Long Base Clip

(2) Cee Columns(Back To Back)

Zee Purlin Attached to Cee w/ (3) #12x1 Tek Screws -See Plans For Size & Gage

Cee Header (See 'Typical Connection Light Gauge Header to Support' Detail For Amount of Tek Screws Needed For Each Member)See Plans For Size & Gage

Double Columns - See Plans for Size & Gage

#12x1 Tek Screws (4 Min.)

S2061

12"

12

" T

yp.

12"

Top Track (See Plans for Size)

Attach Each Stud ToTop Track w/ (2) #12 Screws (1 Each Side)

Attach Each Stud ToBottom Track w/ (2) #12 Screws (1 Each Side)

Bottom Track (See Plans for Size)

Cee Columns Back To Back (See Plans)

#12 Screws @ 12" o.c.

Elevation View

Section A-A View

#12 Screw @ 12" o.c.

A A

Composite Deck w/ 6x6 - W1.4 x W1.4 (See Decking Plan For Deck Size And Gauge)

Attached w/ #12 x ¾" Tek Screw @ Every Corrugation

Cee Column (See Framing Plan For Sizes And Locations)

2" x 4 1/8" x 2" x 16ga Bottom Track w/ ½" x 2 ¾" Wedge Anchors @ 5'-0" o.c.

Concrete By Others

3" x 4 1/8" x 14ga Top Track

Partition Paneling (See Notes On Partition Plans For Guage)

Hat Channel @ Mid-Height


14ga Bottom Track Bracket (Cut To Fit - Height of Box Header ) Connect to Vertical Post w/ (16) #12 Teks & (8) #12 Teks Each Side of Bracket

Post Infill Framing Above Opening (See Framing Elevations)

Jack Stud Attached to King Stud with (2) #12 Tek Screws @ 12" o.c.

(2) #12 Screws @ 12" o.c.

16ga Bottom Track

14ga Top Track w/ #12 Teks @ 12" o.c.

16ga Bottom Track (Cut To Fit) w/ #12 Teks

@ 12" o.c. @ Box Header

(2) Cee Members (See Plans For Sizes)

14ga Top Track w/ (1) #12 Teks @ Each Stud

Post Infill Framing Above Opening (See Plans)


14ga Bottom Track Bracket (Cut To Fit - Height of Box Header ) Connect to Vertical Post w/ (16) #12 Teks & (8) #12 Teks Each Side of Bracket

(2) #12 Screws @ 12" o.c.

16ga Bottom Track

14ga Top Track w/ #12 Teks @ 12" o.c.

16ga Bottom Track (Cut To Fit) w/ #12 Teks

@ 12" o.c. @ Box Header

(2) Cee Members (See Plans For Sizes)


Post Infill Framing Above Opening (See Plans)

16ga Bottom Track w/ (1) #12 Teks @ Each Stud (Anchor To Slab Per Notes On Framing Plan)

14ga Track At Open Side.

Post Infill Framing Above Opening (See Framing Elevations)

Jack Stud Attached to King Stud with (2) #12 Tek Screws @ 12" o.c.

14ga Track At Open Side


Post Infill Framing Below Opening (See Framing Elevations)

Box Header Connection Schedule

Depth (in.)

Gauge Quantity #12 Tek ScrewsTrack To Vertical Post

6

6

8

8

8

10

10

10

12

12

12

16

14

16

14

12

16

14

12

16

14

12

4

6

6

8

8

8

10

10

12

12

12

NOTE:Minimum Spacing For #12 Tek is 11/16"Minimum Edge Distance is 3/8"At Window Opening At Doorway Opening

Quantity #12 Tek ScrewsEach Side of Bracket

4

6

6

8

8

8

10

10

10

12

12

16ga Bottom Track w/ (1) #12 Teks @ Each Stud (Anchor To Slab Per Notes On Framing Plan)

16ga Bottom Track w/ (1) #12 Tek Screw Each Side @ Each Cee Column

Wall Girt (Depth of GirtMust Match Wall Studs)

(2) #12 Tek Screw Each Leg (4 Total Screws Each Clip)

2" x 2" Girt Clip

Cee Column (See Plans For Size & Locations)

14ga Top Track w/ (1) #12 Tek Screw Each Side @ Each Cee Column

(1) #12 Tek Screws Per Connection

4" x 2" Girt Clip

5' -

0"

Max S

pa

cin

g

A

ASection A-A

16ga Bottom Track w/ (1) #12 Tek Screw Each Side @ Each Cee Column

Girt Clip

(4) #12 Tek Screw Each Leg (8 Total Screws Each Clip)

14ga Top Track w/ (1) #12 Tek Screw Each Side @ Each Cee Column

Cee Column (See Plans For Size & Locations)

Wall Girt (Depth of GirtMust Match Wall Studs)

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S206

SSI

JLW

Details

RW

8-18-2019

880

Marshall Macon



Approver

1" = 1'-0"1

Double Column To Slab1 1/2" = 1'-0"

2

Double Column Detail (Single Story & TopFloor)

1 1/2" = 1'-0"3

Double Column Detail (Lower Levels)1/2" = 1'-0"

4Elevated Slab - Single Hat

1 1/2" = 1'-0"5

Exterior Box Header Connection1" = 1'-0"

6Exterior Mid-Wall Girt Framing

11/05/2019

½" x 2 ¾" Exp. Anchors (2" Full Embedment) Interior Partition Panel

Cee Column (See Plans For Size And Locations)

(9) #12 x 1 Hex Head Tek Screws @ Lap Conditions,

(3) Screws At Midspan Thru Column

Zee Purlin (See Plans For Size And Locations)

#12 x 3/4" Tek Screw @ 6" o.c.

4" Concrete Floor On2" Composite Deck

4" x 4" x 1/4" Continuous AngleWith 1/2"Ø Wedge AnchorsAt 2'-0" o.c. (Install Lock WasherBefore Nut)

General Contractor To Verify Filled Cells @ Ledger Height

Masonry By Others

#12 x 1 ¼" S.D. Tek 5 Screws @ 12" o.c.

Cont. 14ga Top Track

(2) - Cee Columns

#12 x ¾ Hex Head Tek Screws (@ 12" o.c. Along Hgt.)

(2) - Cee Post Column,See Plan For Size & Gage

(1) #12 Tek Each Side For Post To Bottom

Track Conn. (Typ.)

#12 Teks @ 6" o.c. Along Each Post

For PBU Connection

Cee Posts @ 30" o.c. See Plan For Size & Gage

29ga PBU PanelPartition MetalShear Wall (Typ.)

#12 x ¾ Hex Head Tek Screws @ 12" o.c.

Cont. 16ga Bottom Track

(2) Cee Headers (See Plans),See "Typical Connection Light Gauge Header to Support" For Connection Type

Exterior Finish

Cee Column Framing(See Plans for Sizes)

Top Track By SSI

Cleat

26ga Pre-Finished Metal Coping Attached To Wood Nailer w/ 1" Pancake Head Screw @ 24" o.c.

High Temp Peel & StickIce & Water Shield By Others

Wood Nailer (Non-PressureTreated) To Be Designed,

Supplied and Installed By Others

Long-Life Lap Tek Screw@ 24" o.c. Max

Metal Siding By SSI

Min. 1:12 Slope

Note: All Coping Must Be Field MeasuredAfter All Exterior Finishes and Ice and Water

Shield Has Been Installed.

Min

. 4"

Max. 36"

Siding (See Plans)

Standing Seam Roof

Zee Purlin(See Plans)

Metal Sidewall Flashing

Metal Panel

Cee Columns(See Plans)

Metal Coping

Floating Rake Support

S2079 #12 x ¾" Tek Screw

@ 24" o.c.


Interior Partition Panel

1 ⅝" x 18ga Stud

2"

2"

4"

Part

itio

n L

ap

Approx. 5' - 0" Approx. 5' - 0"

Zee Purlin Attached To Receiver Channel w/ (2) Tek Screws Top & Bottom (See Framing Plans For Locations & Sizes)

3" x 4 ⅛" x 3" x 16ga Continuous Track

CMU Wall Designed, Supplied &Installed By Others

Wedge Anchors @ 5'-0" o.c. (2" Embedment)

Zee Purlin Attached To Receiver Channel w/ (2) Tek Screws Top & Bottom (See Framing Plans For Locations & Sizes)

2" x 4 ⅛" x 2" x 16ga Continuous Track w/ (3) Tek Screws At Each Pier Flange Leg

Parapet Wall Cee Columns (See Schedules Sizes)

Elevated Concrete Deck By Others

Composite Deck By SSI

Top Track By SSI

Cee Column (See Framing Plans For Size & Gage)

1" x 12" x 26ga Infill Top Flashing

If Applicable

Partition Panel (See Partition

Plans For Gage)

Fo

r R

equire

d G

ap

Se

e P

art

itio

n N

ote

s

Cee Column (See Framing Plans For Size & Gage)

1" x 12" x 26ga Infill Top Flashing

If Applicable

Partition Panel (See Partition

Plans For Gage)

Fo

r R

equ

ire

d G

ap

Se

e P

art

itio

n N

ote

s

Roof Zee Purlin(See Framing PlansFor Sizes & Gage)

Metal Roof Deck By SSI

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S207

SSI

JLW

Details

RW

8-18-2019

880

Marshall Macon



Approver

1" = 1'-0"2

Interior Partition1" = 1'-0"

3Ledger Angle Detail

1 1/2" = 1'-0"4

Load Bearing Wall At Header

3" = 1'-0"5

Metal Coping1 1/2" = 1'-0"

6Parapet Framing

1" = 1'-0"7

Partition Intersection

1 1/2" = 1'-0"8

Purlin Connection To CMU Wall1 1/2" = 1'-0"

9Purlin Connection To Parapet End Wall

1" = 1'-0"10

Partition Top Flashing Detail (Lower Levels)1" = 1'-0"

11

Partition Top Flashing Detail (Top Level /Single Story)

11/05/2019

29ga Partition Paneling

Attach Panel To Cee Column w/ #12 x 3/4" TekScrews @ 6" o.c. Vert. @ Every Corrugation

Cee Column (See Plans)@ Each End Of Wall Panel

Fasten @ Top, Middle, &Bottom w/ (3) #12 Tek Screws

Roof Zee Purlins(See Plans)

6"

6"

6"

6"

6"

#12 x ¾" Screw@ 6" o.c.

Horizontal PBU Panel(See Plans For Gauge)

Cee Column(See Plans)

Elevated Slab

4" x 4" x 14ga Angle (Continuous) Attached w/ #12 Tek Screws @ 12" o.c.

Cee Columns (See Plans For Sizes & Locations)

14ga Continuous Top Track

TOTAL LAP2' - 2"

TO C.L.

1' - 1"

TO C.L.

1' - 1"

Cee Column (See Schedule)

(9) #12 x 1 Hex Head Tek Screws @ Lap Conditions, (3) Screws At

Midspan Thru Column

(3) #12 x 1 Hex Head Tek Screws At Midspan Thru Column

@ Non-Lap Conditions

Zee Purlin (See Schedule)

TO C.L.

1' - 1"

TO C.L.

1' - 1"

2' - 2"

(9) #12 x 1 Hex Head Tek Screws @ Lap Conditions, (3) Screws At

Midspan Thru Column

(3) #12 x 1 Hex Head Tek Screws At Midspan Thru Column

@ Non-Lap Conditions Zee Purlin (See Schedule)

Cee Column (See Schedule)

Top Track (Continuous)

Support Cee Columns

Header

Screws And Quantity of Screws Per Schedule

Support Cee Columns

Header MemberEach Side

Attach Metal Deck To Each Member Per Required Attachment For Deck.

Deck Not Shown.

Attach Header Member To EachStud Flange w/ Screws PerSchedule. Uniformly Place

Screws From Top To Bottom of Header Web As Shown. Place 1/2

Of Screws For Each Side IntoEach Stud At Double Stud Support.

Header Connection ScheduleDepth (in.)

Gauge Quantity #12 Tek ScrewsPer Column / Side

6

6

8

8

8

10

10

10

12

12

12

16

14

16

14

12

16

14

12

16

14

12

4

6

4

6

6

6

8

10

6

8

8

Connection To Flange of Stud Each Side

NOTE:Minimum Spacing For #12 Tek is 11/16";

Minimum Edge Distance is 3/8"

Side View

Cut View

Minimum 1:12 Slope

Wood Nailer & Ice & Water Shield By Others

Top Track By SSI

Coping Cap & Cleat By SSI

Long-Life Lap Tek Screw@ 24" o.c. Max

Cee Column By SSI (See Plans For Sizes and Locations)

Metal Panels

Sidewall Flashing By SSI

Floating Rake Support By SSI

Roof Panels By SSI

Misc. Exterior Finish (Brick, EIFS, Insulated Panels, Siding, Etc.)

Roof Purlin By SSI (See Plans For Sizes and Locations)

Shoulder Tek Screws @ 24" o.c.

Long-Life #14 x 7/8" @ 12" o.c.

6"

6"

#12 x ¾" Screw@ 6" o.c.

Horizontal PBU Panel (See Plans For Gauge) Orient Panels Such That There Is Direct Contact Between The Panel Bottom Track

Cee Column(See Plans)

6"

At Wall End Studs, Attach Stud ToTrack w/ (2) #12 Screws Each Side.At Other Conditions, Attach Studs ToTrack w/ (1) #12 Screw Each Side.

Top Track Attach ToMetal Deck Above WithDeck Attachment PatternShown On Plans

1. CONCRETE BLOCKS - VARIOUS DESIGN. CLASSIFICATION D-2 (2 HR)

2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HUDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED.

3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - IF USED, ADD 1/2 HR TO CLASSIFICATION.

4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION.

3 2

4

1

36" Lap

4" Concrete Floor On2" Composite Deck

4" x 4" x 1/4" Continuous AngleWith 1/2"Ø x 5" Wedge AnchorsAt 2'-0" o.c. (Install Lock WasherBefore Nut)

16" Bond Beam w/ (4) - #5 Rebar

Masonry Wall

29ga Liner Panel

#12 x 3/4" Tek Screws

Rigid Board Insulation

Z-Closure Attached to Masonry Wall w/ Tapcons @ 24" o.c.

4' -

0"

Sp

acin

g (

Ma

x)

4' -

0"

Sp

acin

g (

Ma

x)

Concrete By Others

16ga Bottom Track

Cee Columns (See Plans For Size And Locations)

Rigid Board Insulation

18ga Furring Zee Attached w/ (1) #12 x ¾ Tek Screw At

Every Wall Cee Column

14ga Top Track

14ga Pour Stop

Composite Deck By SSIConcrete Slab By Others

Metal Siding Attached to Furring Zees Per Manufactures Specs

#12 x 2 1/2" Tek w/ Washer @ 24" o.c. w/ Tape

18ga Furring Zee Attached w/ (1) #12 x ¾ Tek Screw At

Every Wall Cee Column

26ga Pre-Finished Base Trim

S2083

PHONE: 770-456-1602TOLL FREE: 877-456-1602

FAX: 770-456-1662


Checked By

Drawn By

Designed By

Date

SSI Project Number





Engineer

Revision Schedule


Rev. #

Rev. Date

S208

SSI

JLW

Details

RW

8-18-2019

880

Marshall Macon



Approver

1/2" = 1'-0"1

Partition Wall1 1/2" = 1'-0"

2PBU Attachment Pattern

1 1/2" = 1'-0"3

Pour Stop1" = 1'-0"

4Purlin Lap

1" = 1'-0"5

Typical Connection Light Gauge Header toSupport

1 1/2" = 1'-0"6

Typical Parapet Wall Section

1 1/2" = 1'-0"7

Typical Partition Fastening Pattern @Exterior Shear Wall

1 1/2" = 1'-0"8

Design No. U9051" = 1'-0"

9Ledger Angle At CMU Wall

1" = 1'-0"10

Rigid Board Installation On CMU Wall

1 1/2" = 1'-0"11

Rigid Board Attachment Detail


1

11/05/2019

morningstar self storage

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