Morningstar Self Storage
Transcript of 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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S100.1
SSI
JLW
General Notes
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
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.
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4"
8"
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8"
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102' - 2" 80' - 7 1/2"
182' - 10 1/2"
90
' - 6
1/4
"1
1' -
4"
10
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10 1
/4"
37' - 5"
(-3'-2" Bottom Of Footing)
15' - 0"
(-5'-2" Bottom Of Footing)
15' - 0"
(-7'-2" Bottom Of Footing)
15' - 0"
(-9'-2" Bottom Of Footing)
15' - 0"
(-11'-2" Bottom Of Footing)
15' - 0" 70' - 5 1/2"
182' - 9 1/2"
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"1
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/2"
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1 1
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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"
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FFE = 1006.5' FFE = 996.5'
S2041
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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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S101
SSI
JLW
FoundationPlan
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
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' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 29' - 0" 15' - 0" 15' - 0" 15' - 0" 10' - 3 7/8"
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7 1
/4"
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CONTROL JOINT
CONTROL JOINT
CONTROL JOINT
CONTROL JOINT
CONTROL JOINT
CONTROL JOINT
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CONTROL JOINT
CONTROL JOINT
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1
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FFE = 1006.5' FFE = 996.5'
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S102
SSI
JLW
Control JointPlan
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
Approver
1/8" = 1'-0"1
Control Joint Plan
PLAN NORTH
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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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/4"
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/2"
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(3)
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(3)
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(3)
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(3)
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(3)
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(3)
15'-2"
(3) 10'-2" (3) 10'-2"
(3) 10'-2" (3) 10'-2"
(3) 10'-2" (3) 10'-2"(3)
4'-6"
(3)
4'-6"
(3)
4'-6"
(3)
9'-11"
(3)
9'-11"
(3) 10'-0"
(3) 10'-0"
(3) 10'-0"
(3) 10'-0"
(3) 10'-0"
(3) 10'-0"
(3) 10'-0"
(3) 10'-0"
(3) 10'-0"
(3) 9'-10"
(3) 9'-10"
(3) 9'-10"
(3) 9'-10"
(3) 9'-10"
(3) 9'-10"
(3) 9'-10"
(3) 8'-11"
(3)
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(3)
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(3)
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(3)
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(3)
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(3) 9'-10"
(3) 9'-10"
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(3) 9'-10" (3) 8'-11"
(3)
5'-8" (3) 5'-8"(3) 9'-9"
(3)
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(3)
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(3)
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(3) 9'-10"
(3) 9'-10"
(3)
20'-2"
(3)
15'-2"
(3)
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(3)
10'-2"
(3)
10'-2"
(3)
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(3)
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(3)
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(3) 9'-10"
(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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S103
SSI
JLW
1st FloorPartition Plan
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
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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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"
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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"
Clear
5' - 5" 10' - 3 1/2"
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
/2"
10' -
8"
6 9
/32"
3' -
0"
6' -
2 2
3/3
2"
10' -
0"
10' -
0"
10' -
0"
1' -
5"
8' -
11 1
/2"
8' -
2 1
/2"
1' -
5"
10' -
0"
10' -
4 1
/2"
9 1
/2"
9' -
10 3
/4"
8"
8"8"
CH4 CH26 CH26
CH30
CH30
CH26CH26CH4
CH6 CH27 CH28 CH24 CH4
CH6CH29CH6
CH6 CH29 CH6
CH6 CH29 CH6
CH3CH2CH2CH27CH6
CH6 CH27 CH27 CH25 CH4
CH4CH25CH27CH27CH6
CH4 CH25 CH26 CH28 CH2 CH1 CH4
CH6 CH27 CH28 CH24 CH4
CH6CH29CH6
CH6 CH29 CH6
CH6 CH29 CH6
CH3CH2CH2CH27CH6
CH6 CH27 CH27 CH25 CH4
CH4CH25CH27CH27CH6
CH4 CH25 CH26 CH28 CH2 CH1 CH42CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
2CO
L
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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S104
SSI
JLW
1st FloorFraming Plan
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
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"
CH3 2 Cee Header 6" x 2 1/2" x 16ga 5' - 2"
CH4 12 Cee Header 6" x 2 1/2" x 16ga 6' - 0 1/2"
CH6 20 Cee Header 6" x 2 1/2" x 16ga 6' - 3"
CH24 2 Cee Header 8" x 2 1/2" x 16ga 9' - 3 3/4"
CH25 6 Cee Header 8" x 2 1/2" x 16ga 9' - 5 3/4"
CH26 6 Cee Header 8" x 2 1/2" x 16ga 9' - 6"
CH27 12 Cee Header 8" x 2 1/2" x 16ga 9' - 8 1/2"
CH28 4 Cee Header 8" x 2 1/2" x 16ga 9' - 10 1/2"
CH29 6 Cee Header 8" x 2 1/2" x 16ga 9' - 11"
CH30 2 Cee Header 8" x 2 1/2" x 16ga 10' - 1"
11/05/2019
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373428 30 3223 25
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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S105
SSI
JLW
2nd FloorDecking Plan
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
Approver
1/8" = 1'-0"1
2nd Floor (Decking Plan)
PLAN NORTH
11/05/2019
UP
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5432 373428 30 327 9 11 13 15 17 19 21 23 25
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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S106
SSI
JLW
2nd FloorPartition Plan
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
Approver
1/8" = 1'-0"1
2nd Floor (Partition Plan)
PLAN NORTH
Wall Schedule (2nd Floor)
Mark Count Type Gauge
(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)
Mark Count Type Gauge
(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 10-31-19 Insulation Revisions JLW
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UP
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5432 373428 30 327 9 11 13 15 17 19 21 23 25
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
C48
C48
C48
C48
C48
C48
C48
C48C48
C48
C48
C48
C48
C48
C48
C48
C48
C48
C48
C48
C48
C48
C48
C48
C48
C48
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C3
C5
C5
C5
C5
C5
C5
C5
C5
C6
C6
C6
C6
C6
C6
C6
C6
C7
C7
C7
C7
C7
C7
C7
C7
C8
C8
C8
C8
C8
C9
C9
C9
C9
C9
C9
C9
C10
C10
C10
C10
C10
C11
C11
C11
C11
C11
C11
C11
C12
C13
C13
C13
C13
C13
C13
C13
C14
C14
C14
C14
C14
C14
C14
C14
C15
C15
C15
C15
C15
C15
C15
C16
C16
C16
C16
C16
C16
C16
C16
C17
C17
C17
C17
C17
C17
C17
C19
C19
C19
C19
C19
C19
C19
C20
C20
C20
C20
C20
C20
C20
C20
C21
C21
C21
C21
C21
C21
C21
C22
C22
C22
C22
C22
C22
C22
C23
C23
C23
C23
C23
C23
C23
C24
C24
C24
C24
C24
C24
C24
C25
C25
C25
C25
C25
C25
C25
C26
C26
C26
C26
C26
C26
C27
C27
C27
C27
C27
C28
C28
C28
C28
C28
C28
C29
C29
C29
C29
C29
C31
C30
C31
C31
C31
C31
C31
C33
C33
C33
C34
C34
C34
C34
C36
C36
C36
C38
C38
C41
C9
C11
C13C15
C16
C20C21
C22
C24
C26
C28
C31
C34
C38C43
C11
C13
C13
C13
C13
C13
C13
C13
C11
C11
C11
C11
C11
C11
C9
C9
C7
C7
C7
C9
C9
C11
C13
C14
C12
C10
C8
C15
C24
C20
C22
C24
C26
C28
C31
C34
C38
C43
C34
C31
C28
C27
C21
C22
C23
C24
C25
C26
C27
C28
C31
C33 C31
C28
C31
C28
C28
C26
C29
C27
C25
C25 C23
C36
C38
C41
C34
C33
C39 C39
C30
C31
C48
C47
C47
C46
C46
C45
C45
C44
C44
C42
C42
C40
C40
C32
C32
C37
C37
C35
C35
Z2
Z8
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z4
Z4
Z4
Z4
Z4
Z4
Z4
Z4
Z4
Z4
Z4
Z4
Z4
Z4
Z4
Z4
Z4
Z4
Z6
Z10
Z2
Z2
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z7Z2
Z8
Z2
Z2
Z5 Z3
Z3
Z3
Z3
Z3
Z3
Z3
Z3
Z3
Z3
Z3
Z1
Z1
Z1
Z1
Z2
Z5 Z
2
Z2
Z2
Z2
Z2
Z2
Z7
Z7
Z7
Z7
Z1
Z1
Z1
Z1 Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z1
Z2
Z2
Z2
Z2
Z2
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
C48
C48
Z1
Z1
Z1
Z1
Z2
10
' - 0
"
10
' - 4
1/2
"
BH2
C48
C48
C48
C48
C48
C48C
48
C48
C48
C48
C48
C48C
48C48
C48
C48
C48
C48
C48
C48
C48
C48
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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S107
SSI
JLW
2nd FloorFraming Plan
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
Approver
1/8" = 1'-0"1
2nd Floor (Framing Plan)
PLAN NORTH Column Schedule (2nd Floor)
Mark Count Size Length Gauge Notes
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)
Mark Count Size Length Gauge Notes
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)
Mark Count Size Length Gauge Notes
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"
CH7 5 Cee Header 6" x 2 1/2" x 14ga 9' - 6"
CH8 3 Cee Header 6" x 2 1/2" x 14ga 9' - 8"
CH9 2 Cee Header 6" x 2 1/2" x 14ga 9' - 8 1/2"
CH10 5 Cee Header 6" x 2 1/2" x 14ga 9' - 10"
CH11 3 Cee Header 6" x 2 1/2" x 14ga 9' - 10 1/2"
CH12 5 Cee Header 6" x 2 1/2" x 14ga 10' - 0"
CH13 4 Cee Header 6" x 2 1/2" x 14ga 10' - 0 1/2"
CH14 6 Cee Header 6" x 2 1/2" x 14ga 10' - 2"
CH15 1 Cee Header 6" x 2 1/2" x 14ga 10' - 2 1/2"
CH16 2 Cee Header 6" x 2 1/2" x 14ga 10' - 3 1/2"
CH17 2 Cee Header 6" x 2 1/2" x 14ga 10' - 4"
CH18 1 Cee Header 6" x 2 1/2" x 14ga 10' - 5 1/2"
CH19 1 Cee Header 6" x 2 1/2" x 14ga 11' - 8"
CH20 1 Cee Header 8" x 2 1/2" x 14ga 17' - 2"
CH21 2 Cee Header 8" x 2 1/2" x 14ga 17' - 8"
CH22 4 Cee Header 8" x 2 1/2" x 14ga 19' - 5"
CH23 1 Cee Header 8" x 2 1/2" x 14ga 19' - 7"
CH31 1 Cee Header 10" x 2 1/2" x 12ga 20' - 7 1/2"
CH32 1 Cee Header 10" x 2 1/2" x 12ga 20' - 10"
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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S108
SSI
JLW
Roofing Plan
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
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
Entry Door By Others
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
26ga Pre-Finished PBR Metal Siding By SSI
False Roll-Up Doors By Door Manufacturer
Entry Door By Others
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"
26ga Pre-Finished PBR Metal Siding By SSI
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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S109
SSI
JLW
Elevations
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S110
SSI
JLW
FramingElevations
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S201
SSI
JLW
Building CutSections
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
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
Concrete To Be DesignedBy SSI. Supplied and Installed By Others
24ga Standing Seam Roof By SSI
26ga Flashing
26ga Metal Panels
26ga Pre-Finished Coping By SSI
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
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
R-30 Roof Insulation Not Shown For Clarity
S2075
R-5 Rigid Board Insulalation By SSI
24ga Standing Seam Roof By SSI
26ga Flashing By SSI
3 Rows 1" Furring Channels By SSI
26ga Metal PanelsBy SSI
26ga Pre-Finished Coping By SSI
Zee Purlin (See Plans For Sizes & Locations)
Continuous 4 1/8" x 2" x 16ga Track
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
Concrete To Be DesignedBy SSI. Supplied and Installed By Others
R-30 Roof Insulation Not Shown For Clarity
S2075
Existing Roof (Not By SSI)
26ga Flashing By SSI (Field Measurements Req'd For Gap)
24
' - 0
"
Concrete To Be DesignedBy SSI. Supplied and Installed By Others
5' -
0"
4' -
0"
10
' - 0
"9
' - 0
"
19
' - 0
"
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
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
Bottom Track By SSI4 1/8" x 2" x 2" x 14ga U-Trackw/ 1/2"Ø x 2" EmbedExp Anch @ 60" o.c.
Entry Door By Others
2" x 18ga Composite Deck 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
R-5 Rigid Board Insulalation By SSI
4" x 4" x 12gaPour Stop
Bottom Track By SSI4 1/8" x 2" x 2" x 14ga U-Trackw/ 1/2"Ø x 2" EmbedExp Anch @ 60" o.c.
2" x 18ga Composite Deck By SSI
24ga Standing Seam Roof By SSI
26ga Flashing
Zee Purlin (See Plans For Sizes & Locations)
Continuous 4 1/8" x 2" x 16ga Track
5' -
0"
5' -
0"
Mid-Wall Girt
4" x 2" x 16ga Cee Columns @ 5'-0" o.c.
4" x 2 1/2" x 16ga Cee Columns @ 30" o.c.
Bottom Track By SSI4 1/8" x 2" x 2" x 14ga U-Trackw/ 1/2"Ø x 2" EmbedExp Anch @ 60" o.c.
Concrete To Be DesignedBy SSI. Supplied and Installed By Others
26ga Pre-Finished PBR Metal Wall Panels By SSI
29ga Liner Panel By SSI
26ga Metal Panels
R-30 Roof Insulation Not Shown For Clarity
S2075
Mid-Wall Strapping @ 5'-0" o.c. Horizontally
R-5 Rigid Board Insulalation By SSI
R-5 Rigid Board Insulalation By SSI
14
' - 4
"1
0' -
0"
24ga Standing Seam Roof By SSI
26ga Flashing
Zee Purlin (See Plans For Sizes & Locations)
Continuous 4 1/8" x 2" x 16ga Track
26ga Metal Panels
26ga Pre-Finished Coping By SSI
Wood Nailer By Others
Bottom Track By SSI4 1/8" x 2" x 2" x 14ga U-Trackw/ 1/2"Ø x 2" EmbedExp Anch @ 60" o.c.
Mid-Wall Girt
4" x 2" x 16ga Cee Columns @ 5'-0" o.c.
29ga Liner Panel By SSI
5' -
0"
5' -
0"
Mid-Wall Girt
Concrete To Be DesignedBy SSI. Supplied and Installed By Others
Retaining Wall Designed By SSI. Supplied & Install By Others
Concrete Footing Designed By SSI Supplied & Installed By Others
14
' - 4
"
Va
rie
s
R-30 Roof Insulation Not Shown For Clarity
S2075
R-5 Rigid Board Insulalation By SSI
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S202
SSI
JLW
Exterior WallSections
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
Approver
1/2" = 1'-0"1
Exterior Wall Section 11/2" = 1'-0"
2Exterior Wall Section 2
1/2" = 1'-0"3
Exterior Wall Section 31/2" = 1'-0"
4Exterior Wall Section 4
1/2" = 1'-0"5
Exterior Wall Section 51/2" = 1'-0"
6Exterior Wall Section 6
1 10-31-19 Insulation Revisions JLW
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"
2" x 18ga Composite Deck By SSI
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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S203
SSI
JLW
FoundationDetails
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
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 10-31-19 Insulation Revisions JLW
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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S204
Checker
Author
FoundationDetails
Designer
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
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)
3" x 6 1/8" x 3" x 14gaCont. Top Track
3" x 6 1/8" x 3" x 14gaCont. Top Track
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)
Cee Column (See Plans)
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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S205
SSI
JLW
Details
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
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
(2) King Studs(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
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)
(2) King Studs(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)
14ga Top Track w/ (1) #12 Teks @ Each Stud
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
14ga Top Track w/ (1) #12 Teks @ Each Stud
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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S206
SSI
JLW
Details
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
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.
Cee Column (See Plans)
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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S207
SSI
JLW
Details
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
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
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
Engineer
Revision Schedule
Revision DescriptionRev. By
Rev. #
Rev. Date
S208
SSI
JLW
Details
RW
8-18-2019
880
Marshall Macon
Morningstar SelfStorage
4514 Western AvenueKnoxville, TN 37921
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 10-31-19 Insulation Revisions JLW
1
11/05/2019