Laserfiche WebLink
(:) <br /> , o 0 C'.) <br /> C.) <br /> 0 <br /> 10. MEMBRANE ¢ <br /> 2'-6 ROOF z z <br /> (-T) I- <br /> 1 18.METAL Dt A <br /> COPING 10. MEMBRANE 18. METAL COPING o j <br /> 5• ROOF S 2 <br /> 251-011 251-0" <br /> EXTERIOR FINISH ..--_ - -. - 25'-0"_ $ n= IL <br /> 10. MEMBRANE <br /> ROOF <br /> O. GM -----'10- 0 GM ` � T.O. GMU <br /> � w <br /> TPER I FY ........:::i..........................:::;:i .........................::.:i ................ *:.: ..................:........:N:i:.:..-.....-.-..............-..............:...........-....--..-.-.............-..:::.:::;:::::.�:.:•::::.:�::::::::::.::::.:•:.:�.::.:.....x:x:: <br /> OVER EXISTING YER I FY (VERIFY) ............................................................................................. ...................................................................................................................................................................:.:....::•.::•::.::::.:. -VER I FY <br /> Li tu <br /> 18. METAL COPING GMU WALL Y <br /> o r Tr a a <br /> _ i 1I 1_ N <br /> 10. MEMBRANE rJL <br /> ROOF 1 ot <br /> 20'-0" STEEL LEDGER <br /> $ T.O. CMU N PER STRUCT. <br /> EXIST. CMU WALL W Z <br /> VERIFY _--- <br /> ( ) __^-_ __ _ _-_� - ��� : DWGS. ROOF TRUSS PER � +.. � � <br /> �� EXTERIOR FINISH PARTS STRUGT. DWGS. RI <br /> 3. EXTERIOR PER BLDG. ELEVS. <br /> STORAGE 0 0 <br /> FRAME WALL .� :: <br /> ROOF TRUSS PER <br /> 18. METAL 4'-.= STRUCT. DWGS. OVER MTL. FASCIA �_ STORAGE <br /> PARTS <br /> COPING 10. MEMBRANE N� i'7AND SOFFIT <br /> itp <br /> 14'-2" ROOF BEAM PER STRUCT. FRAMING _._ <br /> T.O. PLATE DWGS e 20. CONCRETE 20. CONCRETE . <br /> _ FLOOR SLAB <br /> Y Z <br /> _ FLOOR SLAB g <br /> Nr5 ,5i <br /> 5. CMU WALL 1 <br /> �'�' 2 0 <br /> r <br /> --1 j 3 <br /> 2ND FIN. F R. <br /> ._ L <br /> EXIST. CMU � � z� �`� g-. <br /> /////�WALL 0 I I <br /> - IL y- W <br /> F <br /> -� 1 . X1. <br /> TRUSSES PER r f F r r r _ <br /> STRUCTURE COLUMN PER �1.5TORE FRONT <br /> BEAM PER <br /> -- <br /> 6. // STRUCT. DWGS. 7. CEILING STRUCT. DW65. E <br /> TOOL ROOM SERVICE TECH 1. CEILING 8 <br /> ® SHOP #2 2. MAIN FLOOR _ LOUNGE 1 a� 0 <br /> 5. CMU WALL CONCRETE SLAB <br /> MEN'S CUSTOMER c o a ani <br /> �_ 5. CMU WALL LOCKER LOUNGE >N co <br /> -' 2. MAIN FLOOR 1 . CONCRETE SLAB -" 2. MAIN FLOOR �¢N `� <br /> _ rON GRADE .� 1 . CONCRETE .> N_ <br /> Alp 01-p11 CONCRETE SLAB p�_0"- 0'-0" - CONCRETE SLAB 0'-0". ° UN. N <br /> 1ST FIN. FLR. in:. :�._.�.,•_•=.<.-�.:•.�.w_.}.�.�.�._.�.�._�..•�.,._._..:.�-•..-.��y _ 1ST FIN. FLR.Y � 1ST FIN. FLR. a .. a h.,nhn..�,•�,nx., ,�• • - 1ST FIN. FLR.•o.o. oo:o :000 000:000000oo0 { o. .0Q.o0 0 . 000. .:�.:�Oo�O.O:oQ.�O�'OOO•oaQ oo . a. . . _.o � FIN. FLR. .. .._ . o. o. . oo , .-2'-611Alik -21-6"- -- -EXIST. - ':BOT. OBOND. BM. ( I FOUNDATION BOT. OBOND. BM. '�'o :t " EXIST. <br /> FOUNDATIONiolli-i""iihillis;;;;BEAM PER `11 1 <br /> STRUCT. DWGS. 6. CONCRETE WALL \-�. CEILING !,; 15. UNDERGROUND <br /> rWALL WATERPROOFING <br /> eI 15. UNDERGROUND NEW GAR DETAIL <br /> 8. ROLL UP DETAIL DETAIL WALL WATERPROOFING 'f. STOREFRONT /74 6. CONCRETE WALL <br /> VIEWING SHOP <br /> I' SHOP SHOP •-: * <br /> DOOR „o 1 . CONCRETE <br /> - <br /> 1'f b •F �`__. <br /> ilmimil <br /> 4. PAVEMENT 11 i . SLAB ON GRADE 4. PAVEMENT 1 . CONCRETE 1 . CONCRETE �' <br /> 1 . CONC. SLAB t Ill .,....'--- <br /> 1 11 ON GRADE `':, " 1 11 -611 SLAB ON GRADE SLAB ON GRADE �- 11 .._: �„ <br /> AilL_-12 -6 - - - - - - - - - _ <br /> 12 12 ____$. <br /> 12 -6 <br /> t AS T A5 T -•. <br /> T <br /> B EMEN B EMEN <br /> - BASEMENT <br /> BASEMEN ''....,:-....-;g.. _ _ <br /> -iti �. '•�=5rr • '�• •• •=ice Yi"•••Gni= <br /> -�--Sr-Y='-,-r:.....,,-.,-4 �=i"�••-Y-�>.�-i-i=-�a......__ .._.�....:4; ... - _ ._-_.�.___._.._-! _._._. -._._.:.�. _._._ _ ..- .. .-c. __ ... ..-dr .. ..� ...y.� . <br /> FIN. FLR. .�=� � .. _ -- - - - ..P ��`° FIN. PLR. FIN. FLR. �... - - .._ _. __ .,. . . ,... -;., FIN. FLR. <br /> Vis► •-� -..,,..-„,.:.;iii:: <br /> 11. FOUNDATION <br /> �--16. PERIMETER <br /> 16. PERIMETER DRAIN 11.FOUNDATION SLAB INSULATION 11. FOUNDATION <br /> DR11. FOUNDATION SLAB INSULATION `IN DRAIN <br /> :/r <br /> DRAIN <br /> 5EGT I ON SEDT I ON SEGT I ON SECTION <br /> 1/4" = i 11 11-0" 5 1 411 = 1 '-0" <br /> 1 -0 1/4" - / 4 1/4" = 1 '-0" <br /> SECTION NOTES <br /> 1 . CONCRETE SLAB 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 /> REINFORCING 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 <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 <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. "Q <br /> 2. MAIN FLOOR CONCRETE SLAB: 4" CONCRETE TOPPING DRAWING A3. 1 . TO DRAIN. SEE DETAIL 2/A5.2. BOTTOM OF EACH STAIR. F. <br /> OVER12" PRE-MAUNFUACTURED CONRETE PLANKS. SEE 18. METAL COPING: 24 GA. PREFINISHED METAL COPING 0 2 <br /> STRUCTURAL DRAWINGS. 6. CONCRETE WALL: CONCRETE WALL WITH REINFORCING <br /> 11 . INTERIOR PARTITION: FRAMING AND GWB PER FLOOR 15. UNDERGROUND WALL WATERPROOFING: 12" COLUMN OF ATTACHED CONTINUOUSLY. o ',, CO <br /> PER STRUCTURAL. PLAN DRAWINGS. FREE DRAINING BACKFILL OVER DRAINAGE MAT OVER °' <br /> 3. EXTERIOR FRAME WALL: FINISH PER EXT. ELEVS ON WATERPROOF MEMBRANE OVER CONCRETE WALL PER lg. FURRING: 6" METAL STUDS AT 24" o/c FROM FINISH <br /> Z <br /> 15# PAPER ON SHEATHING AND FRAMING PER STRUCTURAL 7. STOREFRONT: THERMALLY BROKEN ALUMINUM12, 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" GWB 4 R-11 Q ~ d 0 <br /> W/ R-21 INSUL. AND 5/8" GWB AT INTERIOR. PROVIDE 4 STOREFRONT FRAMING (U = .40 MAX.) WITH 1�� INSULATED FINISH FLOOR TO UNDERSIDE OF STRUCTURE W/ 5/8 GM. FOOTING. BATT INSUL. W/ VAPOR BARRIER TO WARM SIDE. a 0 z <br /> MIL. VAPOR BARRIER BEHIND MB AT WARM SIDE OF GLASS OR 1" INSULATED SAFETY GLASS (SHCG =.3a FINISH PER SCHEDULE. PROVIDE 1" MIN. AIR GAP. FINISH PER SCHEDULE. 0 w <br /> Z <br /> INSULATION, TYP. SEE EXTERIOR ELEVATIONS AND MAX.) . SEE EXTERIOR ELEVATIONS. 16. PERIMETER SLAB INSULATION: R-10 RIGID W¢ z0 <br /> STRUCTURAL DRAWINGS. 13. GUARDRAIL: 3'-6" HIGH GUARDRAIL PER DET. 14 INSULATION 2'-0" NIDE AT PERIMETER, TYP. 20. CONCRETE FLOOR SLAB: 4" CONC. SLAB ON CORR. Z _<..1 ce- 0 <br /> S. ROLL-UP DOOR: ROLL UP DOOR PER SCHEDULE. DWG. A5.3. METAL DECKING AND FLOOR TRUSSES PER STRUCT. DWGS. ai w v <br /> cn w <br /> 4. PAVEMENT: SEE SITE PLAN DRAWING A1 . 1 FOR EXTENT FINISH PER SCHEDULE. w ww J <br /> OF EXTERIOR ASPHALT PAVEMENT. q. CEILING: CEILING PER FINISH SCHEDULE. z 0 w w Q <br /> ¢ Ce �W m <br /> 3 <br /> 6816 Evergreen Way- B1206-014 Drawing: <br /> A 4.2 <br /> Job Number: <br /> 10c-3157 <br />