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Home My WebLink About0866.95.160 ey o no ca e shall provide all measures necessary to protect the structure Provide ON bearing at each end. during construction. Such measures shall include, but not limited Lintel shall be shored in the center for 3 days. to, bracing, shoring, etc. Observation visits to the site by the MAXIMUM LINTEL CLEAR SPAN = 6' -8' 'SECTION i structural engineer shall no include inspection of the above items nor will the structural engineer be responsible for the contractor's C. Brick Steel Lintel: SCALE: 3/4 " =1' -0" means, methods, techniques, sequences for proocedure of construction, CLEAR OPENING: ANGLE: or the safety precautions and the programs incident thereto. Up to 5-0« L 3 %x 3 Ihx Me G7. All contractors are required to coordinate their work with all 5' -1" to 7' -0" L 5 x3 16 x die (LLV) disciplines to avoid conflicts. The mechanical, electrical and 7' -1" to 10' -0' L 6 x 3 lh x 3b (LLV) plumbing aspects are riot in the scope of these drawings. Therefore, all Ail brick lintels have 8" of bearing at each end. All exterior required materials and work may not be indicated. SEE PLAN lintels shah be primed with two finish coats of epoxy paint, - -» - -- -- - - - - -- ._ . Locations, sizes and numbers of all openings may not be completely �8 EXP. A MAT'L. , f indicated in the structural drawings, the respective contractors shall unless noted otherwise. � #4 NOSING verify there work with all other disciplines. WWF- G8. Verify all existing conditions prior to any construction or fabrication. If different than shown, notify engineer /architect immediately for modification of drawings. G9. Provisions for future expansion: • o , Vertical: None - - - - i t BUILDING Horizontal: None G10. Contractor is responsible for design and erection of all shoring required to -- -- - PAVEMENT 4x u� Q 12' facilitate the renovation of the existing building and new construction. All design calculations ore to be stamped by a licensed professional engineer _6 CONC. SLAB w/ in the state of Indiana and submitted for review by engineer /architect prior -- - -- - W'W'F to shoring operations. - - r #4 0 12" E.W. H 3'-0" -0 _ i SHALLOW NOTES 2'_0• 4 O 18« OC - FOUI -- o N , SFi. Allowable Soil Bearing Pressure: r�i I Spread Footings 2500 psf � #3 A 36" OC -- Wall Footings 2500 psf 2- (Based on soils report prepared by Patriot Engineering SF2. Soil to be stripped, compacted and tested in accordance with the (4) #4 CONT - -'' ° � • g project I recommendations of the sorts engineer and ro ct specifications. , SF3. Footings shall be placed of firm, undisturbed soil or on engineered fill. Z- -0 _ 4"; 8" '4 "! G Engineered fill shall be compacted to a minimum dry density of 95% of NT$ the Modified Proctor maximum dry density (ASTM- ,D1557), placed in 6" LOADING DOCK SECTION to 8" lifts. See soils report for further recommendations. S E C T I O N SF4. The contractor shall retain the services of a soils engineer to monitor alt backfilling operations and to inspect footing bearing moteriai. A report SCALE: 3/4 " =1' -0" $401 SCALE: 1/2 " =1' -0" certified by the soils engineer shall be furnished to 'the architect /engineer verifying that all foundations were placed on a material capable of sustaining the design bearing pressures. SF5. If dewatering is required, sumps shall not be placed within the foundation EMBAEDME T excavation. TABLE F SF6. Maintain a maximum slope between adjacent footing bearing elevations of F' 2 horizontal to 1 vertical. Maintain a 2 horizontal to 1 vertical slope next to.V �F existing foundations to avoid undermining foundations. SNP 1'- 4'(TYP SF7. No horizontal joints ore permitted in any foundation. Vertical pints are 4 permitted only in wall footings. SEE PLAN TAKE A 1 2 3 4 5 0 7 6 9 10 #4 1 -4 1'-0" j15 �--- PAVEMENT WWF 1 -0 SAL NOTES MASONRY LINTEL MOTES j 1 {J G1. BUILDING CODES: ML1. For all openings and recesses in block or brick, with lintels not ` I T /SLAB SEE L Uniform Building Code, 1991 with 'Indiano Amendments shown on structural plans, provide either of the following lintels: -PLAN - American Institute of Steel Construction, ASO 9th Edition All concrete shall have the following 28 day compressive strengths: American Concrete institute, 318-89 A. Concrete Block Lintel: G2. DESIGN LOADS: Use bond beam lintel block. Fill with concrete or grout. ' _ -- I LAP EEVPLAN Roof Live Load = 25 psf with drifting. All lintel block to be 8" deep by the wall thickness. E Floor Live Load = 125 psf. Extend lintel 16" into wall on each side of opening. j .. SEE TABLE A Concrete or grout to have minimum fc =4000 p.s.i. j Wind Load: basic Speed = 75 mph, Exposure B R P Provide 2 - #5 top and bottom. 3' -0" Seismic Load: Zone 1 Occupancy III Lintel shall be shored in the cente for 28 days. ' " 4 0 18" OC -- �2 -0 iE G3. If Drawings and specifications are in conflict, the most stringent MAXIMUM LINTEL CLEAR SPAN = 10'-01* � restrictions and requirements shall govern. B. Precast Concrete Lintel: K G4. Notes and details shall take precidence over general structural notes. Lintels shall be in multiples of 8' drop by 4" wide, equal #3 0 36" OC -- FTG PLIANT ' Where no details are shown, construction shall conform to similar work wall thickness. U I w/ on the project. Typical details may not necessarily be cut on the plans, Li ntels shall scored match block. L Grade Beams, SEE but apply unless noted otherwise. Where discrepancies occur between the l Concrete shalll l be normal weight (145 pcf) with (4) X64 CONT.--,--- the plans, details, and general structural notes, greater requirement minimum fc = 3000 p.s.i. r shall govern. Interior Slabs 4000 psi 2% G6. The contract structural drawings represent the finished structure. V -6" Th d t Indi t the method of construction The contractor Provide 1- t and bottom. >� op � -- ey o no ca e shall provide all measures necessary to protect the structure Provide ON bearing at each end. during construction. Such measures shall include, but not limited Lintel shall be shored in the center for 3 days. to, bracing, shoring, etc. Observation visits to the site by the MAXIMUM LINTEL CLEAR SPAN = 6' -8' 'SECTION i structural engineer shall no include inspection of the above items nor will the structural engineer be responsible for the contractor's C. Brick Steel Lintel: SCALE: 3/4 " =1' -0" means, methods, techniques, sequences for proocedure of construction, CLEAR OPENING: ANGLE: or the safety precautions and the programs incident thereto. Up to 5-0« L 3 %x 3 Ihx Me G7. All contractors are required to coordinate their work with all 5' -1" to 7' -0" L 5 x3 16 x die (LLV) disciplines to avoid conflicts. The mechanical, electrical and 7' -1" to 10' -0' L 6 x 3 lh x 3b (LLV) plumbing aspects are riot in the scope of these drawings. Therefore, all Ail brick lintels have 8" of bearing at each end. All exterior required materials and work may not be indicated. SEE PLAN lintels shah be primed with two finish coats of epoxy paint, - -» - -- -- - - - - -- ._ . Locations, sizes and numbers of all openings may not be completely �8 EXP. A MAT'L. , f indicated in the structural drawings, the respective contractors shall unless noted otherwise. � #4 NOSING verify there work with all other disciplines. WWF- G8. Verify all existing conditions prior to any construction or fabrication. If different than shown, notify engineer /architect immediately for modification of drawings. G9. Provisions for future expansion: • o , Vertical: None - - - - i t BUILDING Horizontal: None G10. Contractor is responsible for design and erection of all shoring required to -- -- - PAVEMENT 4x u� Q 12' facilitate the renovation of the existing building and new construction. All design calculations ore to be stamped by a licensed professional engineer _6 CONC. SLAB w/ in the state of Indiana and submitted for review by engineer /architect prior -- - -- - W'W'F to shoring operations. - - r #4 0 12" E.W. H 3'-0" -0 _ i SHALLOW NOTES 2'_0• 4 O 18« OC - FOUI -- o N , SFi. Allowable Soil Bearing Pressure: r�i I Spread Footings 2500 psf � #3 A 36" OC -- Wall Footings 2500 psf 2- (Based on soils report prepared by Patriot Engineering SF2. Soil to be stripped, compacted and tested in accordance with the (4) #4 CONT - -'' ° � • g project I recommendations of the sorts engineer and ro ct specifications. , SF3. Footings shall be placed of firm, undisturbed soil or on engineered fill. Z- -0 _ 4"; 8" '4 "! G Engineered fill shall be compacted to a minimum dry density of 95% of NT$ the Modified Proctor maximum dry density (ASTM- ,D1557), placed in 6" LOADING DOCK SECTION to 8" lifts. See soils report for further recommendations. S E C T I O N SF4. The contractor shall retain the services of a soils engineer to monitor alt backfilling operations and to inspect footing bearing moteriai. A report SCALE: 3/4 " =1' -0" $401 SCALE: 1/2 " =1' -0" certified by the soils engineer shall be furnished to 'the architect /engineer verifying that all foundations were placed on a material capable of sustaining the design bearing pressures. SF5. If dewatering is required, sumps shall not be placed within the foundation EMBAEDME T excavation. TABLE F SF6. Maintain a maximum slope between adjacent footing bearing elevations of F' 2 horizontal to 1 vertical. Maintain a 2 horizontal to 1 vertical slope next to.V �F existing foundations to avoid undermining foundations. SNP 1'- 4'(TYP SF7. No horizontal joints ore permitted in any foundation. Vertical pints are 4 permitted only in wall footings. SEE PLAN TAKE A FFqqpp REINFORGG CEN LENGTH �� %W #4 1 -4 1'-0" j15 1 -8 1 -0 116 2 -0 1 -2 {J 2'-8- 1 -6 f I 1 FLOOR SLAB W/W #5 x 4' -0" 0 4 S -0' 12, -0. #4 ®1 E r #3 0 3f (4) #4 CONT I SECTION SCALE: 3/4 " =1' -0" CONC, SLAB W/ WWF METAL SCREED SEE l CONSTR. JOINT PLAN \--VAPOR BARRIER ANULAR FILL TYPICAL CONSTRUCTION JOINT SCALE: N.T.S. - - -CONC. SLAB W/ WWF - 1/4 THICKNESS OF SLAB SEE SAW JOINT MAk, SPACING - 20' -0" PLAN ! SEE PLAN FOR OTHER LOCATIONS VAPOR BARRIER - GRANULAR FILL TYPICAL CONTROL JOINT SCALE: N.T.S. 24" L5x3x1/4 (LLV) - - - 5 0 12" W/ CONRETE ANCHORS -�\ - - - N F 0 2' -0" j W.W.F. 1/4 2012 ' p SILL ANGLE L6x6xl /2 r ` - GRANULAR FILL $ (4) #5 HORIZ. 't S401 J #5 O 12' CENTERED IN WALL - - -- 1' , Ifs A 12« EX, TOP & BOT. HYDRAULIC - -'- - -- -- SHAFT OPNG. OC I� 8' r 1' -O" ! 3" CLR, SECTION AT ELEVATOR SCALE: 3/4 " =1' -0' 3 V4" CHAMFER �_ R - -- KEY I _�_P RAMP - - ,- -- - @L -- 2 -#5 CONT. SECTION 0 END OF RAMP SECTION 0 SIDE OF RAMP TYPICAL RAMP SECTION 5 SCALE: 1" =1' -O" kS401 11 12 1 13 14 MATERIAL KEY NOTES • NO. REVISIONS/SUBMISSIONS DATE: Me' 0 M AS, KICINE FRI WC 111 %0 1 1 11 an &I I'% I IV t 5TVXTURAL EWNW Ft?kMW 04M RS NATIONAL COMATANTS 9102 North Mend lon Street. Sulte 450, Indianapolis, Indiana 46260 317 -580 -0402 317- 582 -0766 Fox 7172 Graham Road Indianapolis, Indiana 46250 Architects A Engineers A Land Surveyors Landscape Architects D Land Planners Environmental Consultants (317) 842 -6777 Fax 841 -4798 PAUL i. CRIPE, INC. PROJECT TIn.E: SHURGARD STORAGE FACILITY CARMEL, INDIANA CERTIFIED BY- DRAWING TITLE: GENERAL NOTES SECTIONS AND DETAILS �ISTf Rf' //. ,, TECH. SERVICES CHECK: No. 860325 DRAWN BY: PROJECT NO: STATE of'� DLR 95046 'ONA� CHECKED BY., SCALE: CRM 3/4 "_1, -0„ REVIEWED BY: DRAWING NO: DATE: 8 -3 -95 5401 . I n H Ce7 F E ID N B A REINFORCED CONCRlTE MOTES 1 00 I 11 r. 12 1 13 4 -#5 BOTT. 14 C i �v RC1. All concrete shall have the following 28 day compressive strengths: LOCATION STRENGTH AIR ENTRAIN. I ! ' I LAP EEVPLAN E Wall Footings, Spread Footings, 3000 psi 2% j .. SEE TABLE A AN concrete below frost line 1 ' 1,_ " I 6 - #5 x 6' -0" 0 8" TOP HOCKS INTO WALL Exterior Slabs, Piers, Walls, Columns, 4000 psi 6% FTG PLIANT ' w/ Grade Beams, SEE - All concrete exposed to freeze /thaw DOWELS (SAME SIZE Interior Slabs 4000 psi 2% AS FTG REINF) TO _ be detailed, in LAP WITH FOOTING REINFORCING - - - - -- ' ' T Y P AT ALL SLAB/WALL CORNERS RC2. All reinforcing steel shall supplied and placed accordance with ACI 315 -88, ACI 318 -89 and CRSI MSP -90. I + DEPTH E ALS iCKER ADJACENT FTG REINF RC3. Ail reinforcing steel shah be shop fabricated and, where applicable, WALL SECTi SEE PLAN SCALE: NTS D shall be wired together and conform to ASTM A -_615, Grade 60. FOOTING RC4. Chomfer edges of exposed concrete Y4 ", unless noted otherwise. SECTION i 1 RC5. Contractor shall make four, 6 "x12" test cylinders for each 50 cubic 5401 yards of concrete poured for each days operation. Break 1 at 7 days, NTS it -0" 2 at 28 days and retain spare. _+- GRADE SECTION 12 RC6. All welded wire fabric shall conform to ASTM A185, Fy(min.) of 65 ksi. TOP OF FLOOR SLAB - SECTION 12 All welded wire fabric laps shall be 8 ". RCT All finished concrete, concrete formwork and falsework shall be in • . _ WWF -- accordance with ACI 301 -89. Contractor is solely responsible for the `� - - -#4 O 8' OC #5 0 48" C kC8. design and construction of all formwork, folsework and shoring. Provide the following coverages over reinforcing: EXTERIOR FLOOR SLAB `-�- #5 O 12 EW " T /SLAB SEE PLAN oo i} Footings: Bottom and Unformed Edges 3" SECTION 12(x) _ -116 O 8' OC(VERT) - , -- - - - Formed Edges and Top 2" - - -- - -t - - -- • . Slab On Grade Welded Wire Fabric Upper Third -- - - ' - -' #6 08 OCC ° RC9. Provide sleeves for all openings in grade beams, to totally separate ' i - ' ' t - pipe from concrete. 1INTERIOR SLAB -- -- -- -- - _ -- �- �� % 2' -3" « " #5 x 4 -0 0 48 OC I MANUFACTURED WOOD TRUSSES ISECTION 12 -i 2_ -3 4' -2' 3 -0 WTi. Manufactured wood trusses or 1-joists shall be designed for the following o 1 ! -. -.t. _. -- ------- - - - - -- _ -- - - -- -- ••-, - #5 0 12 EA WAY, EA FACE # ®18" 4 OC E N loads: Top Chord Dead 15 psf ,_- {� r- - r-- -, ,-r. �_, . � i � (_rh,1�3 ®36" OC----- -_- -__ - I B Bottom Chord Dead 10 psf . -_.. .. _ i Top Chord Live 25 psf I . • • •, • • • , • o ! W72. All connectors shall be manufactured be Simpson Strong -Tie (4) #4 CONT - Company, unless otherwise approved by McComas Engineering. Use - Simpson Ht Hurricane anchors on each end of trusses, unless noted. WT3. All exposed to view bolts, washers and nuts shall be stainless steal. 7' -5' I 1 - - -- NTS�_ -- -- -- - - -- -- WT4. All trusses shall be spaced at 24 o.c., unless noted otherwise. . _ WT5. All standard, hip, volley, scissor, girder and other mist. trusses SECTION A and supplemental roof framing not shown, shall be designed and SECTION rl �2SI SCALE: 3/4 « =1' -O" provided by the truss manufacturer and contractor. Truss manufacturer and contractor shall be responsible for the final truss layout, with S401 S401 the approval of McComas Engineering. NTS 1 2 3 4 5 6 7 8 9 10 1 FLOOR SLAB W/W #5 x 4' -0" 0 4 S -0' 12, -0. #4 ®1 E r #3 0 3f (4) #4 CONT I SECTION SCALE: 3/4 " =1' -0" CONC, SLAB W/ WWF METAL SCREED SEE l CONSTR. JOINT PLAN \--VAPOR BARRIER ANULAR FILL TYPICAL CONSTRUCTION JOINT SCALE: N.T.S. - - -CONC. SLAB W/ WWF - 1/4 THICKNESS OF SLAB SEE SAW JOINT MAk, SPACING - 20' -0" PLAN ! SEE PLAN FOR OTHER LOCATIONS VAPOR BARRIER - GRANULAR FILL TYPICAL CONTROL JOINT SCALE: N.T.S. 24" L5x3x1/4 (LLV) - - - 5 0 12" W/ CONRETE ANCHORS -�\ - - - N F 0 2' -0" j W.W.F. 1/4 2012 ' p SILL ANGLE L6x6xl /2 r ` - GRANULAR FILL $ (4) #5 HORIZ. 't S401 J #5 O 12' CENTERED IN WALL - - -- 1' , Ifs A 12« EX, TOP & BOT. HYDRAULIC - -'- - -- -- SHAFT OPNG. OC I� 8' r 1' -O" ! 3" CLR, SECTION AT ELEVATOR SCALE: 3/4 " =1' -0' 3 V4" CHAMFER �_ R - -- KEY I _�_P RAMP - - ,- -- - @L -- 2 -#5 CONT. SECTION 0 END OF RAMP SECTION 0 SIDE OF RAMP TYPICAL RAMP SECTION 5 SCALE: 1" =1' -O" kS401 11 12 1 13 14 MATERIAL KEY NOTES • NO. REVISIONS/SUBMISSIONS DATE: Me' 0 M AS, KICINE FRI WC 111 %0 1 1 11 an &I I'% I IV t 5TVXTURAL EWNW Ft?kMW 04M RS NATIONAL COMATANTS 9102 North Mend lon Street. Sulte 450, Indianapolis, Indiana 46260 317 -580 -0402 317- 582 -0766 Fox 7172 Graham Road Indianapolis, Indiana 46250 Architects A Engineers A Land Surveyors Landscape Architects D Land Planners Environmental Consultants (317) 842 -6777 Fax 841 -4798 PAUL i. CRIPE, INC. PROJECT TIn.E: SHURGARD STORAGE FACILITY CARMEL, INDIANA CERTIFIED BY- DRAWING TITLE: GENERAL NOTES SECTIONS AND DETAILS �ISTf Rf' //. ,, TECH. SERVICES CHECK: No. 860325 DRAWN BY: PROJECT NO: STATE of'� DLR 95046 'ONA� CHECKED BY., SCALE: CRM 3/4 "_1, -0„ REVIEWED BY: DRAWING NO: DATE: 8 -3 -95 5401 . I n H Ce7 F E ID N B A 11 r. 12 1 13 I 14 1 FLOOR SLAB W/W #5 x 4' -0" 0 4 S -0' 12, -0. #4 ®1 E r #3 0 3f (4) #4 CONT I SECTION SCALE: 3/4 " =1' -0" CONC, SLAB W/ WWF METAL SCREED SEE l CONSTR. JOINT PLAN \--VAPOR BARRIER ANULAR FILL TYPICAL CONSTRUCTION JOINT SCALE: N.T.S. - - -CONC. SLAB W/ WWF - 1/4 THICKNESS OF SLAB SEE SAW JOINT MAk, SPACING - 20' -0" PLAN ! SEE PLAN FOR OTHER LOCATIONS VAPOR BARRIER - GRANULAR FILL TYPICAL CONTROL JOINT SCALE: N.T.S. 24" L5x3x1/4 (LLV) - - - 5 0 12" W/ CONRETE ANCHORS -�\ - - - N F 0 2' -0" j W.W.F. 1/4 2012 ' p SILL ANGLE L6x6xl /2 r ` - GRANULAR FILL $ (4) #5 HORIZ. 't S401 J #5 O 12' CENTERED IN WALL - - -- 1' , Ifs A 12« EX, TOP & BOT. HYDRAULIC - -'- - -- -- SHAFT OPNG. OC I� 8' r 1' -O" ! 3" CLR, SECTION AT ELEVATOR SCALE: 3/4 " =1' -0' 3 V4" CHAMFER �_ R - -- KEY I _�_P RAMP - - ,- -- - @L -- 2 -#5 CONT. SECTION 0 END OF RAMP SECTION 0 SIDE OF RAMP TYPICAL RAMP SECTION 5 SCALE: 1" =1' -O" kS401 11 12 1 13 14 MATERIAL KEY NOTES • NO. REVISIONS/SUBMISSIONS DATE: Me' 0 M AS, KICINE FRI WC 111 %0 1 1 11 an &I I'% I IV t 5TVXTURAL EWNW Ft?kMW 04M RS NATIONAL COMATANTS 9102 North Mend lon Street. Sulte 450, Indianapolis, Indiana 46260 317 -580 -0402 317- 582 -0766 Fox 7172 Graham Road Indianapolis, Indiana 46250 Architects A Engineers A Land Surveyors Landscape Architects D Land Planners Environmental Consultants (317) 842 -6777 Fax 841 -4798 PAUL i. CRIPE, INC. PROJECT TIn.E: SHURGARD STORAGE FACILITY CARMEL, INDIANA CERTIFIED BY- DRAWING TITLE: GENERAL NOTES SECTIONS AND DETAILS �ISTf Rf' //. ,, TECH. SERVICES CHECK: No. 860325 DRAWN BY: PROJECT NO: STATE of'� DLR 95046 'ONA� CHECKED BY., SCALE: CRM 3/4 "_1, -0„ REVIEWED BY: DRAWING NO: DATE: 8 -3 -95 5401 . I n H Ce7 F E ID N B A