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<br /> 18.METAL COP I NG M' •~
<br /> 1 Mr 10. MEM RANE A
<br /> 25'_0" ROOF „ Qv m
<br /> 1111111 TDP OF WALL $ 25 -0 i
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<br /> 18. METAL iu LU
<br /> 3. EXTERIOR ' ' z: .r,?.�.�__.:,:_E�.s:,:, �tiz.•. _, : y•:r:ra �., _:_._._._._._--___. ._._. ._. ._._--- )
<br /> FRAME WALL •�"- o ��� 18. METAL GOP I NG
<br /> 1 COPING ';1!
<br /> 18. METAL GOPING1D. MEMBRANE LL Atit_ � ,�510. MEMBRANE 10. MEMBRANE r 141\ BEAM PER STRUGT. (;) ROOF
<br /> 0' 0" [ROOF 4?:: GR I CKET 20 -0TVERI FY�,M r�% o :f,:Y✓:a ,:::r:o? >�S%vb�yo °+.:oet z;�o`,;:5 o`::v::oy:Y rv'SA:r
<br /> TVRIY
<br /> •F TRUSS PERU $ Di z
<br /> . (VRI 10. MEMBRANE T.O.T )
<br /> ROOF TRUSS PER S 'UGT. DWGS. ROOF ����►�►�► *"'
<br /> ROOFSTRUT. DWGS. 1. 1 © PARTS 0 o o
<br /> STORAGE 0 0
<br /> 5. CMU WALL ::: l- - BEAM PER STRUCT.
<br /> 1 TRUSSES PER
<br /> 1 FLOOR BEAM -
<br /> FLO RBEAMSTRUCT. 1 . CONCRETE - ; STRUCT. DWGS. DWGS' z
<br /> PERFLOOR
<br /> Ail 121-0" DWGS. 12'-0" -- BEAM PER ..
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<br /> BOT. OF BOND BM. --- ...... . -- -- ---- - - --- FLRS A''
<br /> 1-TRUSS PER STRUCT. DWG a
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<br /> COLUMN PER '\�:
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<br /> -- STRUCT. DWGS.
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<br /> IIIIIII.r - STRUGT. DWGS. !- H
<br /> 11 _-- � EXIST. CMU WALL
<br /> 5. CMU WALL SERVICE
<br /> 11 . SHOP *2
<br /> ;� 1. CEILING � PARTITION I OR
<br /> SERVICE
<br /> EXIST. CMU -- SHOP *2
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<br /> 8. ROLL-UP DOOR ` SERVICE 12. FURRING WALL 2. MAIN FLOOR8
<br /> y SHOP #2 ; i CONCRETE SLAB �'
<br /> 4. PAVEMENT 0 MEN LOCKER d- 1 . CONCRETE c c a a�i
<br /> 1 . MAIN FLOOR , - 2. MAIN FLOORSLAB ON GRADE !IIIIIIIII ,c.g!,71:011=c4,...*14;41..._11°1-5•-•CONCRETE SLAB 2. MAIN FLOOR T' �,Q NCONCRETE SLAB o N0' 0" (456.61') 0 0 0 0 0Y ._ NCONCRETE SLAB „ U �Ni D 01 T a�5 FIN. L 1ST F NI - LF R N A'L . 15T'�- FINmoo:ci FLR. N
<br /> •Q. oN w' " BAM PERBEAM PER ., --
<br /> :' .: SRUCT. DWGS. BEAM PER -- / t:BEAM PER EXIST. ► Ln�1 STRUGT. DWGS STRUCT. DWGS. '- STRUCT. DWGS. BEAM PER FOUNDATION 'YCOLUMN PER �- STRUCTURAL ` L115. UNDERGROUND COLUMN PERWALL WATERPROOFING DETAILDRAWINGS , 15. UNDERGROUND WALLSTRUGT. DWGS. STRUGT. DWGS. COLUMN PER _, SHOP DETAIL WATERPROOFING
<br /> DETAIL STRUGT. DWGS. 4. PAVEMENT T--
<br /> 6. CONCRETE :' SHOP N6. CONCRETESHOPWALL ,!_ 6. CONCRETE WALL
<br /> WALL 15. UNDERGROUND1 . CONCRETE `1 . CONCRETEi . CONCRETE1111111111411 -10-;ii
<br /> 1 . CONCRETEWATERPROOFING `` � SLAB ON GRADE %;12' 6" (444. 11') SLAB ON GRADE 5LAB ON GRA 12 12 6 FLOOR
<br /> Y ETFIN. FR. _. : . • : DE , S
<br /> -12'-6" ______$._
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<br /> BASEMENT_. ... . .-..... . ENT
<br /> ........ . . ._ .... . . .._. ....._.. . .:.:..:..•:........._:._.....-. . .:: ENT ;�:�•
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<br /> IN. FLR. .ti rw 11. FOUNDATION DRAIN FIN. FLR.
<br /> 1T. FOUNDATION 16. PERIMETER • Q<yTr - .
<br /> DRAIN 5LAB INSUL. L
<br /> 16. PERIMETER
<br /> EXIST. 11. FOUNDATION SLAB INSULATION
<br /> FOUNDATION DRAIN
<br /> 111111 SECTION SEDT I ON 5-ECT1/4" 1 '-D" I ON5 SCOT I ON
<br /> 1/4 = 1 '-0" 4 =
<br /> 1/4" 1 -0
<br /> SECTION NOTES
<br /> 1 . CONCRETE 5LAB ON GRADE: CONCRETE SLAB AND 5. CMU WALL: 8"X8"X16" CONCRETE MASONRY UNITS AND 10. MEMBRANE ROOF: SINGLE PLY MEMBRANE ROOFING ON 14. HANDRAIL: 1 1/2" MAX. O.D. STEEL PIPE HANDRAIL 11. FOUNDATION DRAIN: 4" MIN DIA. PERFORATED PVC
<br /> REINFORGING PER STRUCTURAL ON 4" GRAVEL BASE W/ 6 REINFORCING PER STRUCTURAL. BLOCK AND MORTAR SHALL TAPERED RIGID INSULATION (R-30 AVERAGE INSULATION PER DET. 13 DWG. A5.3. HANDRAIL TO BE MOUNTED 3'-0" PIPE SURROUNDED WITH FREE DRAINING BACKFILL 'Q
<br /> MIL. VINYL VAPOR BARRIER BELOW GRAVEL. HAVE "DRY-BLOCK" ADDITIVE. PROVIDE EXTERIOR VALUE) ON VAPOR BARRIER ON DECK PER STRUCTURAL. ABOVE ADJACENT GRADE OR STAIR NOSING. EXTEND WRAPPED IN FILTER FABRIC. CONNECT TO STORM SYSTEM I'--
<br /> FINISH WHERE INDICATED ON BUILDING ELEVATION TAPERED INSULATION TO SLOPE 1/4" PER FOOT MINIMUM HANDRAILS 12" BEYOND THE LAST RISER AT THE TOP AND A5 SHOWN ON SITE PLAN. OM
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<br /> 2. INFLOOR CONCRETE SLAB: 4" CONCRETE TOPPING DRAWING A3. 1 . TO DRAIN. SEE DETAIL 2/A5.2. BOTTOM OF EACH STAIR. o N
<br /> co
<br /> OVER 12" PRE-MAUNFUAGTURED GONRETE PLANKS. SEE
<br /> 18. METAL COPING: 24 GA. PREFINISHED METAL COPING o O Z
<br /> STRUCTURAL DRAWINGS. 6. CONCRETE WALL: CONCRETE WALL WITH REINFORCING 11 . INTERIOR PARTITION: FRAMING AND GWB PER FLOOR 15. UNDERGROUND WALL WATERPROOFING: 12" COLUMN OF ATTACHED CONTINUOUSLY.
<br /> PER STRUCTURAL.
<br /> PLAN DRAWINGS. FREE DRAINING BACKFILL OVER DRAINAGE MAT OVER Q
<br /> 3. EXTERIOR FRAME WALL: FINISH PER EXT. ELEVS ON WATERPROOF MEMBRANE OVER CONCRETE lNALL PER 11. FURRING: 6" METAL STUDS AT 24" 0/O FROM a ��z
<br /> 15# PAPER ON SHEATHING AND FRAMING PER STRUCTURAL 1. STOREFRONT: THERMALLY BROKEN ALUMINUM 12. FURRING: 3-5/8" METAL STUDS AT 24" o/c FROM STRUCTURAL. CONTINUE WATERPROOFING TO BOTTOM OF FLOOR TO UNDERSIDE OF STRUCTURE W/ 5/8" GW FINISH -0 0 Z=_
<br /> / B R-19 < It' 0
<br /> W R-21 INSUL. AND 5/8" GMB AT INTERIOR. PROVIDE 4 STOREFRONT FRAMING (U = .40 MAX.) WITH 1" INSULATED FINISH FLOOR TO UNDERSIDE OF STRUCTURE W/ 5/8" GNB. FOOTING. BATT INSUL. W/ VAPOR BARRIER TO WARM SIDE. co Q z
<br /> MIL. VAPOR BARRIER BEHIND GIB AT WARM SIDE OF GLASS OR 1" INSULATED SAFETY GLASS (SHCG =.31 FINISH PER SCHEDULE. PROVIDE 1" MIN. AIR GAP. FINISH PER SCHEDULE. U
<br /> •2 _.I cc - w
<br /> INSULATION, TYP. SEE EXTERIOR ELEVATIONS AND MAX.) . SEE EXTERIOR ELEVATIONS. 16. PERIMEILR SLAB INSULATION: R-10 RIGID �, w
<br /> STRUCTURAL DRAWINGS. 13. GUARDRAIL: 3'-6" HIGH GUARDRAIL PER DET. 14 INSULATION 2'-0" WIDE AT PERIMETER, TVP. 20. CONCRETE FLOOR 5LAB: 4" G co 0 >w
<br /> CNG. SLAB ON CORR. 3 w J
<br /> 8. ROLL-UP DOOR: ROLL UP DOOR PER SCHEDULE. DWG. A5.3. METAL DECKING AND FLOOR TRUSSES PER STRUCT. DINGS. z O w g
<br /> 4. PAVEMENT: SEE SITE PLAN DRAWING A1 . 1 FOR EXTENT FINISH PER NGHEDULE. w>
<br /> OF EXTERIOR ASPHALT PAVEMENT. < �/ w y
<br /> 1. CEILING: CEILING PER FINISH SCHEDULE.
<br /> 8
<br /> 6816 Evergreen Way- B1206-014 Drawing:
<br /> A 4. 1
<br /> Job Number
<br /> 10c-3157
<br />
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