Loading...
HomeMy WebLinkAboutB16-1164 000-000-000MATCH LINESLOPED INDICATES e— SHADED PORTION 15 ZOO, EXIST. GRADE THE SIDE CONSIDERED X29- �T INDICATES BUILDING SECTION TION IDENTIFICATION 4Ft�SHIE:T WHERE SECTION A IS OR" WALL SECTION TION IDENTIFICATION COLUMN LINE SHEET Y�E SECTION 15 DRAWN KEY Np-I.E ELEVATION IDENTIFICATION 1 A WALL MARK SHEETHHERE DfRANN 1 A DOOR MARK DETAIL O WINDOW MARK DETAIL IDENTIFICATION Q BAR KAU SHEET HHERE DETAIL A 15 DRAM REVION CLOUD AROUND q REVISION. ELEVATION IDENTIFICATIOND<0 A_� REVISION NUMBER B SHEET V WORK POINT, CONTROL ELEVATION 15 DRAHN PONT, OR DATUM POINT C SYMMLS 12 4 AND L ANG A AT ¢ CENTER LINE i� PROPERTY LINE POUND OR NUMBER 0 EXISTING 0 DIAMETER A.B. ANCHOR BOLT ADJ. ADJUSTABLE A66p. B. A66RWATE BOLT AL. ALUMINUM APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASPH. ASPHALT BD. BOARD M&L. BY 6ENERAL CONTRACTOR BITUM. BITUMINOUS BLDG. BUILDING BLK BLOCK BLK6. BLOCKING MECH. BEAM B.O.sm. By OTHERS/BY OWE BOT. BOTTOM GAB. CABINET GEM. CBgw GER CERAMIC, G.J. CONSTRUCTION JOINT G.I. CAST IRON CLO. CEILING GLK6. GAUJCIN6 CLO. CLDSET GLR CLEAR GMT CERAMIC, MOSAIC TILE CMU CONCRETE MASONRY UNIT COL. COLUMN DBL DTI.. DETAIL DIA. DIAMETER DIM. DIMENSION DK DOWN I� . • DWV DRAIN, WASTE 4 VENT DBL DTI.. DETAIL DIA. DIAMETER DIM. DIMENSION DK DOWN I� . INTERIOR DWV DRAIN, WASTE 4 VENT E. EAST EA. EACH E.J. EXPANSION JOINT EL. ELEVATION ELEC. ELECTRICAL ELEV. ELEVATOR EzLE.P. ENCLOSURE MECH. PANEL EQ. EQUAL EGpT. EQUIPMENT EXST. EXISTING EXPO. EX'0.P EXP. EXPAN51ON EXT. EXTERIOR FA. FIRE ALARM F.B. FLAT BAR F.D. FLOOR DRAIN FON. FOUNDATION F.E. FIRE EXTINGUISHER FRMS. FLAT HEAD MACHINE SCIM4 NO. HEAD WOOD SCREW FINS' FINISH N1FLAT FL. FLOOR FLASH. FLASHINS FLUOR F.O.C. FLUORESCENT FACE OF CONCRETE F.O.F. FACE OF FINISH FAS. FACE OF 51UD FPR.=F. FIREPROOF FR FIRE RATED FRMS. FRAMING F5. FULL SIZE FT. FOOT OR FET FTG. FOOTING Rm FURRING PUT. FUTURE 6A. &AU6E 6ALV. GALVANIZED 6B. GRAB BAR 6.F.1. 6ROUND FAULT INTERRUPTER 6L. GLASS SLB e U LAM BEAM R. RISER 6p.. 6RADE 6YP. 6YP5UM 610B GYPS M WALL BOARD H.B. H05E BIBB H.G. HOLLOW CORE HDCP. HDWD. HANDICAPPED HARDWOOD }ADHARE HMme. HOH RLOK METAL HORZ. HORIZONTAL Hp. HOUR HST. HEIGHT ID. INSIDE DIAMETER INSUL. INSULATION I� . INTERIOR O K.J. KEYED COLD JOINT KIT. KITCHEN LAM. LAMINATE I". LAVATORY MAX. MAXIMUM M.G. MEDICINE CABINET MECH. MECHANICAL MET.MEMB. MEMBRANE MH. MANHOLE MFR. MANUFACTURER MIN. MINIMUM MIR MIRROR MISC. MISCELLANEOUS MA. MASONRY OPENING TED MT. Mo N.N. L. N NORTH N.I.G. NOT IN CONTRACT NO. NUMBER NOM. NOMINAL OVVERALL TO ALE OA O OO.Bz ON CENTER ODM. ON DEMAND WATER HEATER OD. OUTSIDE DIAMETER OFL. OVE-R'LOW LEADER OPN6. OPENING OPP. OPPOSITE i 1.AM. P PLASTIC, LAMINATE PLAS. PLASTER PLYWD. PLYWOOD PR PAIR FROST. PRE -CAST P.M.F. PFX65W METAL FRAME P.T. 5SURE TREATED PTN. PARTITION PD.F. POWER DRIVEN FASTENER R. RISER RAD. RADIUS RD. ROOF DRAIN � RREFR TOR RiSTP, RESISTER REINF. REINFORCED READ. REQUIRED RESIL. RESILIENT RM. ROOM RA. ROUGH OPENING RkLL. RAIN HATREDHOODER LEADER S. SOUTH S.G. SOLID CORE SCHEDULE SCHED. SECT. SECTION SH. SHELF SHR. SHOWER S SHEET M• 51 IM LAR SL SLOPE SPEC. SPWIFICATION 50. SQUARE 55TL. STAINLESS STEEL SSK. SERVICE SINK STA. STATION STD. STANDARD M. STEEL Slop. STORAGE 5TRUGT. STRJOTURE OR STRUCTURAL SUMP. 5AL T.B.TREAD TOWS. BAR T.G. TOP OF CURB TEL. TELEPHONE TER TERRAZZO T TrAI UE AND 6ROOVE THK. THICK T.J. TOOL JOINT TAS. TOP OF SHEATHING TDA TOP OF WAIL TP. TOP OF PAVEMENT T.S. TUBE STEEL TYP. TYPICAL T.V. TELEVISION UNF. UNFINISHED UDM. UN .ESS OTHERWISE NOTED V.R. VAPOR RETARDER VERT. VERTICAL VEST. VESTIBULE V..TR � ROOF V�T K.G. W WHAM CLOSET NO.KF; HOODLANGE HIVE W/O WITHOUT W.P. WATERPROOF WSCT. WAINSCOT W. HE16HT DFFIC'E"a(: l 11 n ING ' 1 ODI—EL for 2,4 STRICT ltkRT 0, - -0- e t a C1. +t +i JTL"J""I5"6 LWCOLN BLVID.OROVMM, CALFORNU 95966 �l��': � � � ,� a, -� • � •� � �% r;� ,yam F,rk lj�V Air= (530) 533-2.920 '51f B10 { &vvft Cavon* 9S9a5 x�t ARCHITECT AR CADEME Patrick Cole, Principal Architect Phone (530) 538-2181 355 East 91h Street, Chico, California 95928 KO' :1 z] ;I=y'Lvu F, A I OEM PLAIN SLICED BIRCH -STAIN WHITE -SEE SPEC OCf Q00 -SUBMIT SAMPLES O O -STL FAGS TEMPERED NSUL GLR GL NARROW STILE BRONZE ANDD 10 EMPERED " GLA55 ALF L ITE ki APPLICABLE CODES = 2013 CALIFORNIA BUILDING CODE ( VOL 14 2) 2015 CALIFORNIA FIRE CODE 2015 CALIFORNIA GREEN BUILDING STANDARDS CODE 2015 CALIFORNIA ELECTRICAL CODE 2015 CALIFORNIA MECHANICAL GODS 2015 CALIFORNIA PLUMBING CODE 2015 CALIFORNIA EXISTING BUILDIN65 CODE 2015 CALIFORNIA ENERGY CODE /2006 ENERGY STANDARDS ZONING = BUTTE COUNTY - UNKNOWN TOTAL BLD& AREA = EXISTING = 1,552 S.F. NEW = 151 S.F. OCCUPANCY TYPE = OFFICE = 6ROUP S BUSINESS LOBBY$ OFFICES - GBG 304 SHOP 4 BREAKROOM = STORAGE 6ROU' S ABG 511.1 FIRE PROTECTION : BUSINESS AREA = UNPROTECTED SHOPBREAKROOM = UNPROTECTED OCCUPANT QTY = BUSINESS AREA = ba0 S.F. 0 100 SF1000 = 8 OCG. SHOPBREAKROOM = '118 S.F. • 300 SF/OCG = 5 OCG. RESTROOMS 4 WALLS = 124 S.F. 1,552 S.F. 11 OCG. EXITS REQUIRED : I REQUIRED - 2 IF &REATER THAN 49 OGC - GBG TABLE 1015.1 IPANGY SEPARATION: NONE REQUIRED - GBG TABLE 506.4 CONSTRUCTION TYPE : TYPE V -B (UNPROTECTED) - GBG TABLE 601 ALLOWABLE AREA: 41000 SF - GBG TABLE 505 I I FOAM GORE STL FACE CODE ANALYSIS 3 FOAM �1 GORE 11. ALL IWORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE BUI IN6 C.vD�. AND WITH ALL OTHER RULES, REGULATIONS AND ORDINANCES 6OVERNIN6 THE PLACE OF THIS BUILDING. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER DRAWIN&S AND IT O O SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIAL OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. (E) STL OVERHEAD 2- DIMENSIONS ARE R0U6H AND TO FRAME LINE UNLESS OTHERWISE NOTED. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD BEFORE COMMENGIN& WORK. DO NOT SCALE DRAWIN&5. DOOR w/ 36X80 REFERENCE TO ANY DETAILS OR DRAHIN65 IS FOR CONVENIENCE ONLY AND DOES NOT PERSONNEL DOOR - LIMIT THE APPLICATION OF SUCH DRAWING OR DETAIL. (N) WEATHERSTRIP BALL ITEMS AND SECTIONS OF WORK NOT SPECIFICALLY DETAILED IN THE DRAWIN6 BUT DEEM W NECESSARY TO COMPLETE THE PROJECT SHALL BE BID ON AN ALLOWANCE BASIS. .. ® HEAD 4 JAMB5 THE C.ONTRAGTOR AND SUBCONTRACTORS SHALL CHOOSE SUCH ITEMS THAT, IN THEIR BEST JJOCEMENT, ARE COMPATIBLE WITH THE QUALITY AND NATURE OF THE PROJECT AND SHALL rA 1 SHOW CLEARLY THE QUALITY AND COST OF SUCH WORK IN THE BIDS. 5. ANY WRAW WORK CHANGED FROM THESE DIN65 SHALL BE PAID ONLY BY WRITTEN CHA'N&E 70 ORDER AUTHORIZED PRIOR TO SUCH WORK. 4. PROVIDE REQUIRED BACKING FOR THE FIXTURE5, EQUIPMENT, AND ACCESSORIES. (N) DOOR BOTTOM SWEEP 5. ALL IUNSPE:CIFIED DETAILS, MATERIALS, AND EQUIPMENT SHALL BE As APPROVED BY THE ARCHITECT, WORK DONE WITHOUT SAID APPROVAL MAY BE SUBJECT TO REPLACEMENT AT (N) DOOR TYPE 'G' IN (E) FRAME THE 6ONTRACTOR'S EXPENSE. QQ 6. EACH CONTRACTOR SHALL INSPECT THE WORK OF THE OTHER TRADES AND NOTIFY THE W Q PRO..EGT MANAGER OF ANY DEFECTIVE OR SUB -STANDARD WORK THAT WOULD ArMOT THE = V x 0 U DOOR TYPES 6 QUALITY OF THEIR WORK. FAILURE TO NOTIFY THE PROJECT MANAGER SHALL CONSTITUTE ACCEPTANCE OF WORK OF OTHER TRADES. REMARKS '7. NO PORTION OF THE WORK REQUIRING SUBMITTALS SHALL BE COMMENCED UNTIL THE PROJECT MANA6ER HAS COMPLETED REVIEW OF THE SUBMITTALS. ALL SUCH INIORK SHALL NEW ALUM STOREFRONT BE IN STRICT ACCORDANCE WITH REVIEWED SUBMITTALS. NEW DOOR FRAME TO REMAIN 6. WHERE LARGER STUDS OR FURRIN6 ARE REQUIRED TO COVER DUCTS, PIPING, AND CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS, UNLESS OTHERWISE INDICATED IN THE DRAWINGS. 4i. EACH CONTRACTOR SHALL CONFINE OPERATIONS WITHIN THE AREAS DELINEATED BY THE PROJECT MANAGER. THE .JOB SITE SHALL BE MAINTAINED IN A GLEAN, ORDERLY CONDITION. EACH CONTRACTOR, IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK, SHALL REMOVE ALL TRASH AND DEBRIS RESULTING FROM HIS OPERATION. 4ALL WORK ON THIS PROJECT SHALL BE 50 COORDINATED AND PHASED SUCH THAT INTERFERENCE WITH OR INCONVENIENCE TO REPAIR HANGER OPERATIONS SHALL BE KEPT TO A MINIMUM. CONMRM WITH OPERATOR SCHEDULING OF ALL DISRUPTIVE OR DISTURBING WORK. PROVIDE TEMPORARY BARRICADES AND DUST RETARDING BARRIERS BETWEEN WORK AND OCCUPIED AREA. THE CONTRACTOR'S EMPLOYEES, MATERIALS, AND EQUIPMENT SHALL BE RESTRICTED TO THE IMMEDIATE AREA OF CONSTRUCTION. PREMISES SHALL BE KEPT GLEAN AND IN A SAFE CONDITION. CONFIRM ANY ADDITIONAL RESTRICTIVE CONDITIONS WITH THE OPERATOR PRIOR TO START OF WORK. DOOR SCHEDULES 5 I GENERAL fVOTESI 2 i m_ ren FLOOR WALLS BASE GE I L I NG DOORS ACCE55OR1 A z~ JO N vtu � Q � v ? -1 I- z�O O z lu Q 3 O Q O O Q ~ ~ I- _j .J z .� [L Y QC 1L Q Q V � (L� < < � � � � � � � lu z Q O Q O V lu 1l1u1 �- tQ } D_o O Z-1 W lu Z (L Z I- J J O Z) w O W O IX - Q < X - d k) q) v u� O ROOM NAME v N } IU D_ W t- T tL v 101 LOBBY N N 102 OUTER OFFICE N 105 INNER OFF I GE N 104 VAULT N 105 RESTROOM N 106 RESTROOM N 107 1 SHOP/BREAK 1 1 N PAINT TYPES A. EXTERIOR WALL META) B.INTERIOR WALL METAL G. METAL FABRICATIONS D. EGGSHELL LATEX E. ACRYL I G EPDXY F. WOOD CLEAR SEAL G. WOOD STAIN 4 SEAL H. CONCRETE STAIN 4 SE, N. NO PAINT REOV P. PLASTIC LAMINATE S. STONE TOP ROOM FINISH SCHEDULE I 4 SHEET #: 1 DESCRIPTION A -I COVER, CODE ANALYSIS, ABBREVIATIONS, DOOR SCHEDULE, FINISH SCHEDULE, DRAWINGS INDEX A-2 SITE DEVELOPMENT PLAN A-5 SITE DIMENSION PLAN A-4 DEMOLITION 4 FLOOR PLANS A-5 ROOF 4 CEILING PLANS A-6 EXTERIOR BUILDING ELEVATIONS A? SECTIONS 4 INTERIOR ELEVATIONS A-6 STRUCTURAL PLANS A -Q STRUCTURAL NOTES 4 DETAILS A-10 GENERAL. DETAILS A -II GENERAL DETAILS A-12 A.D.A. ACCESSIBILITY DETAILS 4 NOTES A-15 MECHANICAL PLAN 4 SCHEDULES A-14 ELECTRICAL PLAN 4 SCHEDULES k� wizl� 4 BUTTE COUNTY JUN 01 2016 DEVELOPMENT SERVICES g) 6-)) (0 ARa-rr -= STAMP. WW W00 Lq 111w 35 0 " w2�.Q W = 252 o • Q C L11 � �$ Q O owl rC • Q • a 00 • U u Q 'a V tD $ Loff$ V CY 0 $ Q COVER i • i WW W00 Lq 111w 35 0 " w2�.Q W = 252 o • Q C L11 � �$ Q O owl rC • Q • a 00 • U u Q 'a V tD $ Loff$ V CY 0 $ Q COVER 0.1. TBM +511.00' ASSUME STORAGE BUILDING TO REMAIN o D O Q CONVERT EXIST OFFICE TO NEW ADA RESTROOM REMODEL THIS SHOP BUILDING TO REMAIN AS 15 — — F r1N n.•,316,40 UL 0 20" MArN D D NEW STAIR5 –SEE 12/A–II -�I o NEW ADA ACCESSIBLE ROUTE —CONCRETE WALKWAYS 0 I D Ee 0 1 SITE KEYNOTES o O O OI REMOVE CURB D Q aOo 02 REMOVE STEPS 4 RAILING Q p 03 NEW 6" GONG CURBS 04 NEW 4" GONG SLAB –DUST ON COLOR HARDENER –5WEAT TROWEL -- O F-INISH –EJ WHERE 5HOWN –ALL OTHERS TO BE TJ –SEE 5/AcI 0 05 RELOCATE FLAG DIVOT t�::, O6 NEW STEPS –SEE X/X 07 NEW BRICK PIERS –SEE XIX OS NEW ACCE5515LE VAN PARKING –SEE I/Al2 OQ RELOCATE PIPING 4 VALVES –BY OWNER O 10 EXISTING TREE TO REMAIN — TRIM AS REQUIRED BY OWNER II NEW TREE — PROVIDE WATER BY OWNER 4 POWER —SEE ELEC Q C m _,,/—ADA PARKING 51&N 2 –SEE 5/A112 51 G 24"ELM .o o a o NEW ADA ACCESSIBLE VAN PARKING –SEE I /Al2 V 0 70 E I r•] ADA SIGN TYPE 'D' –SEE 8/Al2 STE PLAN 1 1 ARCHnr-c a STAND a O Z O cc,xi �©I<�<<J<<I< osm PERMIT PLANS MOM BY: Mje= No» PC,AK,CW 1503 ofSOM Ff. DATE P. COLE 01/20/2016 SITE PLAN FIN FL 516.40 �9 I6Z ]I 0 0 0 O w 3 .5 N 0 0 Ml FIN FL=516.40 U 216-011 .50 _j Hi a �I E.J. 1 E.J. w J c� t❑ 41'-0" ®E SITE KEYNOTES OI REMOVE CURB 02 REMOVE STEPS $ RAILING 03 NEW 6" GONG CURBS 04 NEW 4" GONG SLAB -DUST ON COLOR HARDENER -SWEAT TROWEL FIN15H -EJ WHERE SHOWN -ALL OTHERS TO BE TJ -SEE 5/Aq 05 RELOCATE FLAG D 1 T 06 NEW STEPS -SEE X/X 07 NEW BRICK PIER X/X OS NEW ACCESSIBLE VA RKINO -SEE I/Al2 OQ RELOCATE P I P I N5 $ VALVES -BY OWNER 10 EXI5TIN5 TREE TO REMAIN - TRIM AS REQUIRED BY OWNER II NEW TREE - PROVIDE WATER BY OWNER $ POWER -SEE ELEC r do CORNER @ BD & BATTEN 6 SITE KEYNOTES 3 0 MODEL 6'=1'-0' PAPERSPACE NO SCALE WATER —\ I 515.55 ' I � ui w m r m \Z 'J' 313.8 tf O I A5% ry 0v I A5% Q 4 Z7 �O 315N D p O .� VCR MYRTLE II LOJ --LJ - - - - -- �U ----- - ---- E.J.-- --- ---------- ry �v 26'-0" 451-45/411 CD a ? .145Y� w 0 N O 24"ELM ? w .: ,H Z W /v T5 516.01 Jlx� � o, 42'-10" DIMENSIONAL SITE PLAN 1 3/18'= -d ARCHTECM STAMP: SLOPED INDICATES �O EXIST.6RADE 0.0 FLAT INDICATES NEW GRADE 451-45/411 CD a ? .145Y� w 0 N O 24"ELM ? w .: ,H Z W /v T5 516.01 Jlx� � o, 42'-10" DIMENSIONAL SITE PLAN 1 3/18'= -d ARCHTECM STAMP: DIMENSIONAL SITE PLAN A�o Q D O Ix AA< <j< <1<1a PERMIT PLANS Dmvm er: PROJWr M- PC,AK,CW 1503 aFeo� er: cwm P. COLE 01120/2016 DIMENSIONAL SITE PLAN A�o 10 REMOVE EXISTING HINDOH, TRIM 4 FLASHING II REMOVE EXISTING DOOR ONLY -STL FRAME TO REMAIN FOR NEW DOOR 12 REMOVE CMU HALL TO EXI5TINC ROOF STRUCTURE -PROVIDE TEMPORARY SHORING AS NEEDED 13 REMOVE CMU HALL -RELOCATE PLUMBING WHERE ACTIVE AND AS DIRECTED BY ARCHITECT 14 REMOVE EXIST HOOD CONSTRUCTION -PATCH BACK CMU AT ARCHITECTS DIRECTION 5 INSTALL 3X5'L LINTEL INSIDE CUT CMU HEAD PER ARCHITECTS DIRECTION Ib CLEAN 4 PATCH EXIST HOOD HORK HHERE CMU 15 REMOVED 17 CHISEL CUT CMU JOINT HHERE 5AW0UT TO MATCH CMU AS DIRECTED BY ARCHITECT 20 CLOSE OPENING w/ HOOD FRAM I NC -SHTO TO AL I ON w/ EX I STING EXTERIOR SURFACE - INTERIOR TO ALION FOR FINISH AS SHORN ON F I N I5H 50HEDULE 4 INTERIOR ELEVATIONS 2 I CLOSE OPENING w/ WOOD FRAM I NO -SHTC TO ALIGN w/ EXISTING EXTERIOR SURFACE - INTERIOR TO ALIGN FOR FINISH AS 5HOHN ON FINISH SCHEDULE 4 INTERIOR ELEVATIONS 22 NEW WOOD 51 D I NG FULL LENCTH5 SEE X/XX 23 EX 15T WOOD S I D I NS TO REMAIN -PATCH BACK w/ FULL LENGTHS 24 NEk l PLASTER OVER EP5 IN5UL TYP ALL EXTERIOR CMU -SEE X/XX 25 LEVEL FLOOR w/ SELF LEVELING GONG -ARDEX K15 OR EQU I VALENT 26 INSULATE 4 HEATHERSTR I P EX 1ST GARAGE DOOR -SEE X/XX DEWCOLMON KEYNOTES ff '."* ♦ m • ji a .2 0 SEE KEYN� w 2 � OUTER � OFFICE I \I 102 n�ij� In �O i i[m secuRrrr VAULT 104 O 0 o. H " INNER i OFFICE C I/ 103 J I 1 1 1 ------------------� 1:241 XX SEE KEYNOTES a/ASF ,WINDOW SCHEDULE O(N) 2X4" CENTER GLAZED ALUM STOREFRONT SYSTEM w/ DUAL PANE TINTED 0LA55 (FORD SUNSLAS BLUE) - SUBMIT SHOP DRAW I NGS SHOW I NO STRUCT FRAM I NO CLIPS CONCEALED WITHIN. OEXIST 36X48" BRONZE ALUM 5L I DER DUAL PANE TO REMAIN 0EXIST 45X45" BRONZE ALUM SLIDER DUAL PANE TO REMAIN OEX 1ST '72X45" BRONZE ALUM SLIDER DUAL PANE TO REMAIN OE EX15T 72X36" BRONZE ALUM SLIDER DUAL PANE w/ GRI LLE TO REMA I N OEX15T 60X36" BRONZE ALUM SLIDER DUAL PANE w/ GRILLE TO REMAIN OC EXIST 45X36" BRONZE ALUM SLIDER DUAL PANE w/ GRILLE TO REMAIN EXIST I&X25" PAINTED STEEL CASEMENT TO REMA:N H -OBSCURE CLASS TO REMAIN IN ROOM 105 -CHANCE &LASS IN ROOM 103 TO BRONZE TINT 51 NOLE PANE TO MATCH OTHERS -CLEAN 4 PAINT OEXIST 56X46" BRONZE ALUM FIXED DUAL PANE TO REMAIN OEXIST 72X45" BRONZE ALUM SLIDER DUAL PANE TO REMAIN NEW FLOOR PLS I 1 2 ARdiTEaM STAND: Q O O a: ,X, ©H<<1<1<1<1<. MGM PERMIT PLANS MAVNM 6Y. PFDJecr M0.: PC,AK,CW 1503 CHECKM fff: DATE P. COLE 01/20/2016 DEMO/ FLR PLANS - --.__ ___ __... - l -.. 1111 ."::........ .:.. ........ ... ::. ........:.... ...::.:11...11.. :. ................................ --� . _ - _1111.. _ 1111...»...".. :.. ...... ... ..-- »» _- 1 - .............. _ _ -.- - - ................ . ............. . --------; -,-. -.-.._ - - -.. . -- _..� - , ......... ..........._ ........... .. .......... • 1111 _ :.......... ... l". �_ .... ..:....::......_. 1111 . ..................................... . . .........:.. .............: I. ... ........ . .... .. ....:.......... ... . : , ... �­11 1 .__ .. 1111. .................. ................ ............................. 1I w 1111.: ... ..:..::: i::1111 -..:.::.:...:........................... .. :::.� .. _._ 1111... .1111... -,"' 1111 I ....::. .....- - 1. 111:1..:.....................'.. ... 1111.. 111 1.. , . " ..... _... .. " :..::. .:. .............. 11:11",:::. ... .. 1.111.. 1.111.......... .. ... :1111.. ,. """.",:. .. .::::......... ...1........1 ...1 1 .. - 11"1 1. 1 _ .......... ..1..1.1..1 ....... 1111.. - ,-A._.___'_.,.:.._,-111,1 1 1 1111 _:: 111:1 ",. :. .. LJ:. -,. 1111......... .1111 1111.. :.. _1111 . 1 .................... ..... ....I..... .. _ 1111... L. --1111:: .. _ 11 11.. / / 11 ---r._ :, / , . • _ i- owl I_� . . . * Ill 4 1 1 -­­. I -- ..: .. ... 1111. L ::::::::. .. l _. I .. .. .1 .1..... , 1:1..::11»......... I ....1111 ............. ................ .. I TO REMAIN I Y I .::::... .... ..... ....... .: - ------ Z��l I,,...- . ... .... ...1111... ...... ---- ... .......... .................... .1.11.1.. .11 .. . ... .......... - ........ . 11 ..... ....... ........... . ....:::... .. _ .............. .- . .... .. .. ... ... I ....::::: ..... ...:::: ... .:: 1::::111.. I1 1 11111. . ....... ..:.. .. 1 _ .....:... .-.. , _. » I ...--......... 11::1: ; i , 1 1. . II I_ ............. . ...:::... ....... :: 111..::1 .... ........ ..... ::: i 1:.::::111 1: E 6WB »». ..:...... I i :: ..: . ............ .. ......:.::...... .......:: ; i ::::.... GL6 TO : i i_ :....... :1: r .. 1 11 1. .... ...:. .. ....: , . ::::...:.:.:.I ..'I -:: r ; REMAIN ri SIZE 4 1 .. :: '::::: ...... ...... ..:: :..:.: :: I. 1 : 1 FAINT .. .:.. ...1111.. '1 Y ...: .:.. ". 1111 ». .. .. 1111 .:. .. .. ..::. _ 1111:... ... :: .......111.1. .. .... 1111.. ......:.:. .. _. .......... 11 .... .1111 ........ ; ........ ...", ..", . .. .... .... ... ............ .. Y 1111.. 1111 1 ........ I I1 :::: 1::111... 1 ...:...:......: :.::....:....:. 1... ::.:. I.. i l........... 1 .. % .. .. L_ ... rl - - - E7------- -i ° ... ..1111 :.. .. .................. ........ ................ _ , . -.-. .. ............... ........... .. . 1111... - .:: ... 1...»."„ -.», .... I : ... ...... .. ..1.1.1.......1.... ............... .......... 1111 . ,. _ „ _:1 _, 111.............1... �.:. - - - - - - :.. . ., L r - - » r.. -- 1 , ... i ...- i.. .. .... II .. .. ..Y . . . . . .............. ,.�............... ........:......... «::...»:........ ,� « «: m .............: ::.::,, :.:..:::..:..:::::::::. 1111.1111 1111 I .. 1. i 1111. , „ ... .:::::::.:::............ i i , 1111:: :. � .. ...... ::. ;J-; :.......::. .. . ;' (E) GW8 GLG TO REMAI 51ZE ....................... r ... ( ........................... r r L J :.»......:. 1 ...L.............::..................................::.::. : „ .:»:,:.:.:::::..... L.._._ .................................. 1------ --- , .T_.....:.:........ ���1. I .. ...... I I II ......... ................. ......... ..... ; PAINT I.; ::......... ...,,......... . , I .........::.::...... . . ........................... .::..... .. ................. :.:. ,. .. .. ............. .111...1.. I ;..1 .. ..j". ......... ...,............ I l ::. r - "- -_ ... 1111... . E ONG ( ) L 1, l r -- GL O ... :1111... .. -,:. 1111.. 1111..._ 1111.. ... .. 1111... 1111. ......... .. ........ 1111. ..._ 1111 1111..:-.-.-:. 1 ,.. ,1111........... ....a .. ._ ._ ._ . ........:..... . . .....-::: -... . . ... ... .... _. REM ,v v v , ;, 1111.....................1. - - .. .. ._. ... ... :: .......... - _ .. .. :' 11::1:::::::1::::. .... ... '. -:. - I I 1 -.- ":: y: 1 . , .,.. I I 1111.. - - ,. 1 _ y- .:::: I 1 -1111..- 1111.. _:,. ., .- - 1111. . ❑ _ .. ... .--. .. 1111 .._..... ":.. 1 1111 . :: 11'::::11 ......... I. ..1111 1 ...: 1111 ......:.. . .. .. I1 .. ._.. 1111 ........:: i : 1 ," O O :.... ...__11--l- --....... .. ................ .. - ..... . ...I ... 1 "" .. . a ......... ..:......- i . _. _,...: , ....:::::".. ,.., 11 1 1. '..................................:... . .._ 1 ............1 ................................. ..:::: .: l `.::....:: ........ .:, . - .-.....:.... .. I ,. :::.. � .�: ... .... .,," .., I ..... .. .1111 ... 1� .11 ...1 .1 ... .. ............. . ; ..... ... 1111. :: 1111111. ...1-1.11..1.. . ,; ,, _,_ .................. ........................... ..... ....... ``1 :.:. .......... .. .......... . J. , , , .. I L ., (E) WOOD CLO .. _ :1111.. 1111 ..:... ........ .... ... I I . TO REMAIN 1 1 ...:......:...... ......... .....::.: .......... ....:11:1:1 ................. .. :::. . .. J I - � .. I _. -.: :.......... 1............r.-1111. 1111 1111 I_., 1111. __.. _. ........ ...._=.'........ . . �.....r ........_1111...., .._..... ::1111. 1.......1...11 ........... _.. .1111._....... .. ... 1111 ... 1111. 1111 I ......... . 1 ... ------------ .:: WO G G E) OD L ................. _. l.I I- 1 I iZE TO MAIN I I. ..... .........::. ................ ...... ......... �I ,.: 11.1.1 .......... L _..; ... I %...... ............ ... f 1 �... . _...... " : :::, I_ r...:::c ... .... 1111 L...L . :. .......... .... ........ 1111.. .1111 .. ...... .._...__... i :1111 .. . . I I.. .......... ... I- ..1.11.1.......... 1 I. ....... ..... ........ ._..... 1......1.. ..; 1 ..... �--......... 1....". ................................ --- .� - - - ,- .1111:. - -..-r 11.1 1 .. 1 .:.::. „" mm .":... .:._. .___ ... 1.. 1. 11 __.. . -" I. :::: i.... :1....111 '.......... ....,................:...... _........-. .:...........'- 1111: ........ 1.-r- 1111_ _1111_ _........_.:....... .... . - -,--C ......._... .. 1 ,... ." ........................... ........ ... I ....::::...... 1111... .................. 1:1:1:1 ......................_......:......................................7....... -:. ,,,. 1111.. ::: 11,11 /. `" .. ... .. ... - ......._. 1.. , . ... ............... ............. . . .. . . . a iI ..:a .... .......... ...: 1.....1 ...... . ....... ... .... _... 1111.. O , O I ; -! ! . .......... .......... ..........:.. l....1. I. .. I.....1:....... ......:. .... . .......:.. ........ . 1_ .. ......:. . ...: .... 1111... . ... 1..... .................1. Y.....:.... .:. p O O O :I:. l- .... ._ _ ...:...::1...:1 ...::_ ».......... .. L I 1 :.:.::::...::.... 1 ............... ­­.­.­ . ...........».. `:. «., ... 1 , L 1 :1111 ... X" ..� 1 ..1 ... .. ,, . . I:. I_.1. L :I ,. r ...... l o ,. 0 . I .: ...'..,. ... _. 11 ..- ... >= L, ......... 1111.. .. I I 1111 immj:.: _ J .. 1111 :: I.» ., I._.. , ... ... 11 ... ......... ......... ..... .1►.....::11l1­111/­.__.__=......................... .. O O ................ ...... �� ... .11 > ................ ; ...... i 0151101 201 I ROOF PLAN 1 7 REFL CEILING PLAN I 1 11 L ■ � '11111111 • .t : i, / / 1 / , . • _ i- owl I_� * Ill 4 1 1 -­­. I -- Ww w �m i �5to8 w ' 9 - : < w 9WgR r a2 m I w S. �w • :� 4c� n0 1 mm o • Q Q13� ;n4 H_ a15= t U a i'a 49� o� 19 a REFL CLG & ROOF PLANS _ -- - - _ _ - - - - ___ _ - -- __ - - -- _ - - --- �----- _ _ . -_ :... _ .- . __ -_.. r --_ . - .. _. _.- -- - -.IL. ­­_ F=O I NEPq M5CI SLIMLINE CONCEALED FASTENER METAL R00f,2 1 I SYSTEM -COLOR: SOLAR P4HITE 50# FELT o/ 5/6" CDX PLYNOOD - z 0 co) o15" EPS FOAM BOARD BETPsIEEN 2X4025Y2" o.o. ol r=xisT ROOF � cc I x I . I I . I � I :. - .1 I I I I � I .. . 11 I . I I I - I . . .. .., .1 .1 11 I .. .1 . I .. . : - � . . :1 PFKXE= NO- PECK NITH ALL PREVIOUS ROOFINO REMOVED 1503 CHECM UY' DATE I .. . . .1 1. .. .1 . : :� - - .. :% 1. :% I : : :� :: I .. . .. . : :; :1 - .. ;� . . . I : I .. 1% ­ - .. . .1 . % . .. . .1 - .. .. .. . . . 1: :� .. .. - . .. a .1 .. :1 :1 I : . . : : a. . - . : ; :1 :� . :: : � : o : .. � .. . I - - - � - :1 :�. :� :: �: : :� . .. I .. .� - . - - I . . is :� : .. .. . . . . :� ;� :� .. . - :: .. .. :: . :; .. .. ;� :: : .. � - . . w .. % : :: .. �. .. .. � .. : .. � . .. : : . . I :: . .1 .1 : . :: :, :� . :1 .1 . .1 . . :: .: :1 :: .1 .1 . . .. .1, .. ::. ;: . I .1 .1 .. I I : . . . I . :� : . I . I : :: ­ : - :1 : :1 I . I :: :: � I .. w. : .. :1 p ; . I. :: :1 � .. .1 :: .: : : : . :i! : :: . .. :: : .1 ; I . I . :� .1 ­ . : I ; . ;� .1 :� . : ;; ;� - . . � : I . � ,. - : if :1 . .1 :. ... 1, .1 : : :� .1 :� . : . ­ ,. : :; .. . I :.1 I .. : :� : . :� ;: . , .. :� I :� :, - . .. I - - . I : . . :m . . . :p : .1 . :� .. : I .1 . . : I ; I :: :� :: � � . .. . . : . :. . . .. � - : � .. :. :� : .. ;� :. . 1 ­ :� �. . - :. :: .. I I :, :� . : : :�. :� :� . :� .: :.1 ,. I � I . .1. ­ : - .. : : . .1 .. :. � :� .. : : :. . : .. :� :1 . : :. I :: .. a. . .. .. ;� : :1 : :; I a . .. . ­ .1 .. .. I :� . . I . ., :: ;. . I . .. � . .� I � :e �1 ; : : . .. :, .. I . : I :: .. .. . :� :. . .1 .. :�� .. ::� . I : : .. :: . 1. � :. :� - a ::: : :� : :� :� :� .i: :: : .1. :� :: - . :� :�: :, :: - �. � . .. . .. .. :1 ;: : : . : : : :� . . � I NEV4 TERPOLYMER OLEFIN ROOF MEMBRANE -ADHESIVE : : I : ;o :� : ,. . .: :1 ­ .. % :. :1 ., :� :� :� :� - . . . . :� : :� :� :1 :� : a : � . . :1 .� ­ . % . .1 .1 I . � .: :� : . . - I .. � . :e :� � :� ;� .. .. .. 1. a :1 :� if :� � . :% . � :: .. . :. :1 � I I :� I .. .. . - . :� if : I :, .. . - I . . � % - I . . .. . . . . : . . I : : : � : � .. . . I � . :2 � . . . : : � � . � . . . . I . : � : : : � . . . � . . - :� � . :: .. I :� ­ :� :f :� . .. . .. I .. I . : :� .. . 1. . . ., :1 ::: I 11 : I .1 . ::: .. .. I - . . . : : .. � :. . .. . . ... .. . :� :% . : - I .. .1 . - ... :� : . . . .1 . : : .1 . - .. . I . .. : . ;� I I I I :1 :� I .. : : .. . :% :� ::: . : :� : . I I : . � : % - : . � .: � . I � : . I : % . � � . ::: : . :� : I .. . : � .,i : I .1. : I ;� :� . . . : I :: . : . ... ::: . :� .1 :: . : ... :� I. :� :1 :� :� � % .� I .1. . . . . - . :� :, .. :e :� . . � . I I :� .: ae :� I :� ­ :: :� .� :� :. . .. . H . : wl :1 : :� . � . - . .. : . I :. � . - :� : :, :� � . 1. 2 - � : I :: - :� : � � . ; ; . . . - : : � . I : .. :� ; ; . . I - :� ; . :. :� ... :� .� .% � :� .. :� . :,i : :1 .: :1 I : . . .. . I :� .. I - . : . .� : . oe . . :� : . I .1 � . - . - : � - :� ii � .. . e .. - . . : .. I :� .1 % :� I .. I - . :1 : � :� . ; . :� ;� I .�. - . % :; - :� :� . . % : r. :: .: 1. .. - a . :� .. . . .1 - . :�. : . � ::, .. - :;. . . I � I. .. :� .. . ; :, .. � : : : .. . . - : .� . a : . . :� :� :1 : . : � H : , . - I � I I . I . . . . . H :: ::: :- .: I .. � . : .... .. I. ::. .. .1 :� .1. % � : :� ; . .1 :� :� .. - :� . :� . :� I ... .. :� :� � :� ::� : :� ::: � : � .11 . � : I . . . . . . . .. . . . . :� : � . .., . : . . , : . . . .� I I . � :, ;� :e ;� : :, :o :1 :1 o - :� :1 ;� : � ! 1 �� . . . . . . . � % . . . . . . . . . . � . . . : � /z,,d, . � . % . � . . . .., ... .1 - � - .. � .. ... I . ,� . - � . - ; �. .% - :. 1. :� : : � . ,. :� :� ; : . . :� : � 11 . . ao . I I : ; �, . , .. I .. . .. ;% 11 :: :: .. ..41:. .. . . - I . . . . : : : : . I : I I % I ­ :1 :. . I .j : o I I . I ; ; INTALLATION PEP, MANUF SPEC. ; � . .. . . . :� . . I - . % - . I . : :� - . .1 . I . :� : : ­ :� . . . :� ;..,. : . . � . � . % I I . :� : � � :� � ; . . . . . . . . . . :... . . . :� I . I - - . ... :� . :1 . . - .. - . : :1 I .1 .. .1 - - - I . 11 .1 : p . . � ... : � p - � ; � , I . � ­ - . :: .Pi : . :1 I .. :, � .. :; :� . :� . � ; :� if : I . :: : . % . � : : . . � . e . . : . . :: - . ... . : . I ; : � : � : :� . . . .:1 . :. I :� . . .. . . � : ;� . :� .. :� :� : : I :� : . . .:i - - :� :� - :. .1 :1 :e .. I : . .1 .. -11 I :� .. : : ; . . . . : :1 : I I .. . - . :� � . . ; � :� :1 ;: :� . .1 ­ - I : : �, - ; :: :� ­ ; .., : .. : : : H 1� 11 . f � : � : : :� :� Hi i� il :: :, : �� :% : , :� *1 : �. - . : :� .. . .1 - . ; � : : � , � : � : � : � :� :� :� : . � :� .� - 11 --- : : I . . . . . .� . : .., . . .1.1 .� .1. ; . . ­ - I : . :. : if ­ . .1 . .� - .. :.. :/ ��r ___ -1 - NEPq IXW CLEAR CEDAR T46 CONT. ol TYVEK DRAINPqRAP ol L7= ....... I ............... :..I ............ : ., . . .......... I .... .... - ..... I .... 11 . . . ; : . ; . : � � � �.�:�.�� . I ]­­..-..­­__­ - I - .: .. . . ............... : ... I ....... . . : _0 .... � ... I. -I ....... : ........ . : ........ :.I ................... I : I � �,.� I ,. . . . I % . --_,� I . . -, *1 ,** --�* I ; ....... . ...... I . . I � I ..... . ....... %_ ­­ ..... . ....... � -1: ... -, � I I ...... . .... ­:.., ..... ; .... : ...... I .............. : ... . I ..... : ... I ............ : . ............ ....... I I ... ...: ........... 11 ....... I . I 11-11,11 � ....... , 1. .. . . . ......... I ...... 1, . . -­ I . .. ­­­­ ........ :� , - , 1- ­­ ... ........ ­­­ I , ............. ; 1..--11- - -l- 1 -Ill "I'll, I ... - PLYAD 5HTC7 - BACKPRIME 4 STAIN PqHITE - DOUBLE FAINT END . � ;­ ...... �,.: ...... �-A - ... _.­�� ... ��­ . . . : . . .............................. � ................... ..... . . . 'I., . __­­�­,­,, . - ..... 11 ..... 11-11 : . : ___ I . . ........... : 1-:-: .... : ........... I ........ . . I I ... ..... . :i::. " .... ­­­­ ­­­:­­,_��.:_ .... d ............... I ...... . : I . � ... .... ,_., 0 ­­­-­­,,�.�.-. . . . ................. I I . I . : ..... � .... I .... I - I .......... . . I -:1 .... '' __�.:.�..:. : - �_ : I . ­.* ��­_­­,­­ .: ............... �­, . . � -.": . . �.: 1.1---.: ..... ..... .. . I ... � ... �j ... �_ - 11--f-if �%""­ e ............... _­_ ....... : ........ .................... :7 .. 1. .... -, ..... ... . ... . . - : ......... I . . ,_­-, -.11 ........... ��. . . - �,­ 1-1:--s- . I ................... - - ...... . .. � ..... . .110 ­.­ 11, ........... 1- ....... : , � I ... 11 1. I : - I .... :, , . : I - .... � - .... ­.­ : ...... � ...... I ...................................................................................................... I ....................... � .......... . . - ............ - ....., � : ....... : ... ***,*..* I eRAINS AT ALL GUIRK MITER END JOINTS ..... � ..... ............. ..... ...................... I : . : _11-1.1- .. ..... I ....... ..., ....... ��11­11 ".- " . . : . . . I ..... .......... 01 ... : ........... ..... : . , . :���,-,,: : ; : : I..:-, .. .... ...... :.,. ,­­ : . I . .. . j::1 . . I : ...... � "' '' .. . ,-]::.�::.: _1 I ..,­'. � . .... ... *1 ..... I .............. I ... _.: ....... . : I .­­_­._ - ­..".."..", . . . ....... %,& .............. I ........ I I ........ I a ... ... -I.-I, . - . ­�:: .... I ... I . . ­­­_­ I.-��,.:-�.��,-I",,.�.,�..",,� . ...... :.. I . I -�:1:::::::: ........... * . ... ... I ..... ��::: � ........ I .... : **** .... ." , ....... -� .... 1. 5 : :. [ " . I-: ........ . � __l ��­. : .... 1 --:-�:::��_o - . ,� ... 111-: -1 ... ��. , , . ­�, .... .............. . . .... ...... . ... . . . ..... : ... : . :. . I I - � . .... . -, : ......... : ..... � I ......... . ..... ..... -_1._-...__1 I .......................... 1. "I-.,...�.....,.""",.,,�'ll""I.Ill"� . .............. .... .... � .. ... I ............................................................................................ .. .. .......... --..1,...1._., .. . .... ...... I I ...... I ...... � .... EXISTINCS 1"" LAP 51DINOTO REMAIN. PATCH PqITH FULL LENOTH ...... . : . . I .... .. . � - ...... ".,.,.,.,.,.*.,..".""'.*.'.'. . . . . �­­ _%__ .1 ... --i-l'.....1-1-1- � .- : ......... ::,.....,...,.,.,., , : . . . : ............. ­; .... � ....... I..; .......... , .... 1. .... . . . 01 :....; �::: . . - I , ! --1-1-4.1,11-1.1-1: - .... - ........ -11, . ........... � i . - : I ........... I- ........ � ........... : ... I . I : . I I � � ... . ... . : .1 . �::::.: 1:,.�.��:., . ...... 1� ... �: . I � 1, - ... 11.1 . � - - I �: : I . e ; ..... *_-1 ..... .... ...... ... : ...... I . ..... - I ... :.... ......... : 111� AIO ILL _: ," - : 11.1-11-1-1, 'E" -, ;.- �­ - . . ............. � .... [.-.-..: ...... ...... I ................... I . - r...." :� ........... I .................. ; �, I : ....... ... i . : : ... I AIO & : 7--111-11 1::, . I * - .... . ..... : ; . , " I .. - :: - :.!:]..:...1.� . - � ­­: ... 1.i . a � �, 2 I . 7 0 111111,1,4� ; ,_....- I - ..... . ..... � . � ­­ ..... 11 ................. - ...... I ........... - ............................... I ...... � ............................................................................... ...................... ".....'�11.1-1�'...�..�..........�.�...-�,,���..� ... ___ ...... I . . . . . . . . .......... - ..... ......... . . . . I BOARDS PqHERE REGUIRED. REPLACE CORNER TRIM AT NEPq .1 . . . . . . . ;__.­.,..�:: - - . . : .......... :.. :1 .. ..... ............ �.:­­, . : : . . - . . - - � __ . '� .... .... 11..� �:� 1'. � : W:: . ....... ....... . . : : � . . I .... ....... ... 11" . ..... . , : . : :" - I � , . ­­­­.­­­.�.­ ... -11,111.1 , . - ... - - ��: . . ­ *, .... .. .. . ­ T Typ T i I ".1.11 i'.�:�.....:.���::..::.I�f:::::......::�::::�l- - . . . .... :1. ...... ............ I ... ....... I .... I I .... ..�::��:� ......... I ... : .. 11 �� i � - : : ............ : ........ 1::::. ,,, ... :.I : , ... I ... ............ ,� ....... ! � 1 I - ........ - .� . . � ....... I ,�:�:�:��:��!: .... . . . ..� .. I . ..... -, : I ............. .1 ....... � ..... -111- ................................................... � .............. I ..... ­­ ............ I ... I ................................. - BATH ROOM ......... � .. ......... : . ............. - .... 1".. . : i i :-.1--l- __-.1 . .... i ......... ; , *1 . , . : � . . ... *,; ,­�:q�:p.-..: - � ....... � .......... ..".1-1-11-1- p 1: - � ...... ­­ ... ­:­. ; . I ....... - ...... ..... : I ; -11- 1. I 1, �., � - �..:I:�`:�:::F�:`,:�:�:�: 11 .. ...... I 1:1.: ....... � ............ :1 : ... � ... :­­ 1.1 : �" I . D ............... ........ . . ::.���.�.��:::::�::�:�:�.�:.I,:::�.:��...:,..:�.��,:]::::��.9 - r7 . : . . I- - H. I ...... . .. :� ;.:::::: � : �11. �­ I . . � : -, : - ........... .................... I , � : � 111.1-1 IJAt-S TYP . % . .... i.., ....... I . ................................................................................. ........................................................ . _... � .. . I ... ...... . ,_ ..... :i � : ..... ... I ... I.: . ... ..::.:..� 1� ...... �i ....... �, ...�. PLASTER COLOR FINISH COAT ol CRACK CONTROL COAT Pq/ :::�::::�:�:�::: ... I , � I .... ..".............. . : : ; i-._-1,- .1 ... .1.1-111- ... - ... ­­.�., ... ; : . I : ..... .. �. . . ..��:­­.,..;­, ........ ..;��::::�:::j . I . ........ I � ,: .. .... . . I -, - - : I..i � I �::::::i::::::::�:::::::I:::::::::::��������:::I����� . ... . . . ... ...... ­.­ .... A . ....... . : I �. : :qm�mqmmmmppm���J:��� : : I . I , ���:�:J::::: .......... : . . V. :��::::::::,--,�:�::::: . : : 4 : 1: . ** *1 *.�.j -�.-:.:�::�::���� i �:�� ......... : .............. . ..... � ,: . . . ..... ��:::�: �.��..::., . .. I _....: . . . 1-:,::.�.:,"':.:.�,­­� �.;� ..11.1 .... !I ..... : p ....I.I.-.1- ­� ­­ � .... "i4l.....". I � I— .. . . .... .... � ... ................. : . I . . : .... I_.: ... I ... .... - - : ............... � . , . :.].1 ........ ­­�l 'A.",_ I .. � ......... ! I . ,� , . ..... ...... . : ��_.­_ � ..... �. ; ....... : I ....... �:.., ... I ...... � ,,�::�!��� , ......... ,A .... � ....... : .::� . I I I-: ........ ... ­- . : . . ..... .. . -.1- ­­ .... ... �,,­ , , - - - ­,,:�.- I ... �! * I . : . I., - ... ...... _ ..... I 'I 1:�::��:�:�::�Ci:..:: .... .. .11.�...:..........­.. - �_.._�.::: :.. - : - ...... m . ..,::: 11::d4d:6.: I ........ : ... I .................. : . . 1.�: :....:�� I..: .... :: ............ :. . . .. __.,..1--; : I . . .... . . d ........ ...... .... � ....... ", .... . . .. .... : ......... I ..... ;..� � ....... : .... .. I : [:� . � I .... ... �­ I ­-, 1111,.__.......�L, . . . .............. . 1- .� ....... ; ..... I , :*.*.,.,.,.,_,.i.,.*.*,*, - .... � ..... .. ..... .... I ................................ - .... __,.._._ ...... __,_,._,,_ ............ ... .. .. ... ..................................................................................................... ........... - .... ...... ...... __ __._ ............... _._ ..... __ . ... ... .. 11 : . .1 .. : ... .... - 0� I..., .. 11.111: : ....... ::�:���� , . .... I �� ��! -.�..:.��. . �t . ..... �: ....... ..... : .............. . ..... :..q ... 1--l- _­.. . . I r ......... .... %,-1..:::: - , * 1, . . ......... I w ........ ......... I-- ..... . . � -,-_111 ......... - MEDIUM MESH ol BROPqN COAT ON 2" HEX LATH 169a C7ALV - ­­.- ,..: ... ....... .... , .. . _1 . ..... ... . -..: ........... *_ .... � ... � .............. �: . . . . 1.1*1 . .. I� ...... - ..... : ........ � ... ......... I ....... I : - I , ....... : ;: I . ....... I-.." ....... .... . ...,: . ... ..... .... I : �­:, I ,. I � -,..�,�,�.�.�.�.�,��,--�.-�-�-�-�.�::I.�.:.��.i�....%..�L I ... � ........ I I . - ....... 4 .... : .. .... : . -:::�:.��:::_ � . . � ..... � .... ... ,......, : ,I : -- .. ..... a ..... I ........ , I ,: . . ........ ­­­­ :I ''*'* ­*.] ; ...... :.1 ....... : ....... . . ...... : ...'.111, ... 1.. . . i �..., ........ 1 ...... '"' ­ . , .... ........ I � .... I ........ ....... . -1 1-11-1-.- I- �. ..... : ,� : . ....... ; ... ... I ... : ........... ... ; .............. I .... UT:: .... :!:::::::;,: �*::!:.:�::::; : s, .. . . � ........ * *** ..... 1. .... I ....... ....... ........... I : . I : .. : � .... 11'...,.... **A - I ...... � ........ I ...... . ..... I ..... 10 ....... .1 ....... : .... : I .., . . . : ...... I ........ : ........ : ....... I ............... . I ..,.,.,: ... .... ... L A �t ....... : . � : p.� .. ...... :.. I : ­­­­ � ..... :::�:� . i... ..... : ... ,­ ..... :­§­:..�*.� " : . . I i , : : I ....... � ..... : � .... . . . � ..... 1:!:��:::::��::::::::!T,p .... **,: .... :"* ............... I . . ,. ; : : : . , I . . ­­ 1-1-1:. .­­ ... � ..................................................... ..... _._,­.-,� ... I ............................. . ................ - .... . ----1--,---- ........... -1-- I ..... ­_­­­­ I ..... I ...... I .............. .... I-, ... ...... - - .... ­­­ ... .. � ... . ... I- PqIRE ol I" EPS BOARD BETIol-EEN 249a HAT OR Z CHANNELS AT I . �11­1111.1­1­ -1 : . � - . -4 .......... ... ] 4, - - ... � rz::'j. ;---.,:- .... � .... ­.- .. j ; J_ - . : : -.1-1111- � ­. 11-1- � _: I . ..... -1,-.v-1- -, -, : 'I ..".", u - -.1- . �­­__­ - ... , . .- - L I - - - �m�__._ - .� 1 LLI:11 - - - - .1 - ,�­­, -- ,:.�,�,�,,. . I.I.-: ., . . . .... : .LLL_ . ­__ : : - - . �,, A., � � . . �__ - - � � ....... - � ........ � ........ - - ....... � ..... I", - - - - - - t241100 . : - - - Fo-6715URFACE EXPAN51ON JOINTS AT LOCATIONS AS 5HONN _SPECIFICALLY AT PqINDOkq CORNERS AS 5HONN I EX15TINO PqINDOV4 TO REMAIN 1-0-5-T-0-6-1 [-05--FO67 NEki ALUM STOREFRONT ENTRY SYSTEM IN ROP0 TIMBER FRAMINO NEV4 DOOR PER PLAN 6 SCHEDULE EX15TINO &ARA&E DOOR TO REMAIN P41TH NEV4 INSULATION 6 NEATHER5TRIP -SX/XX I 111111111111 ELEVAOnO,N KEYNOTES 12 I WEST ELEVATIOM I 3 PASM NOCCAM V= . IPMI%a . I .. I .1 :: .. .: : ;: :: T C"7 IT - :2 1 I � 11 I 11 .. 11 .. .. :: 1. :: .. I. . � : : . ;. 1: : .1 ;� � I :: I :: .. , if . .. ; .. .. .. . .1 :: .. : :1 : . . I � - : . .1 ;1 . .. I :1 :: I : .: :. .. .1 :: .1 - .1 . .. �. . :1 , . :. .. : I � .. ; :� ; :; . I :, :: .1 I .1 :: :: :: - . . I I :� . :� I ,� :i :, .. :: . � : : :� : . : : - . .. : ; :1 11 : : ; 11 :: I . : ­ . ... � I . I . ; .. .1 ; .. ; .1 :� : .. :: : .1 . : . . . .1 :� :: :: .: :. .. :. :: ; I. . . ;; ::� .1 .. : . � .. .. .: . . : 11, .! : :� :: - :� .� ,� : 1. � .. I .1. : : .. . �. - : - .1, . :1 .. .. .1. :: :: I. .. . I . . :. . . .1 : . p I : :: : . : .1 , . .. : .� .. I 11 I � :� :: :� . - .. ;� - . :� : I . I .. . :e : .. . .1 : . :. I . .� � ;. . :� :� . .1 I I � :1 .: :. . � : . .1 .. .. .. : . :� : ­ :: - . . . . . . . . . .. ;: 11 . I . : : . :: :: : . . . : . . .. . . . : :- ;; .: ; . . �- . : . . I . . : : . .. . . :: . 11 .. .1 :: :: . - . . . ­-, . . . : :; . . I . � :: : . : : :: :- : : p � : . :: .: :. . : : . . : : �: . ­ . . . . . . : : : :: :: : . ;: :: :: . . I : * : . : . . � � :: :: :: : .; .. . :1 . . :: :: ; : .. :. * . . . ; p : : ; - .1 I 11 1. . . . . . . . . .. .. .. . . ! .. .. .. . . . . . . : :. �: : :: :: :: :: :: ;: :; :: :: :: :: . . . . . . : :: ;: : : . . I .. . . :; . : :: :: ­ 11 I I . . ; . ; : I . . ;: I . . .. :: . : . : :: :: . : . . : : :: :: . . . : . : I :. ; : : :: : . .. :: :: . . . . :: :: ;- :- .: . : ;: :; :: :: I - :: I . . .. : : I � . . li� . . . . .. ;, . . I ., :!� :. - :: ; :� : . 1. , :i . : �� : . .. .. .: :� ;� 4_�, ;: : :� : .: . :� : I . . I � . - j: p :: ­ .1 a . : :� :: .; - :- : .. . .. . :� : � ; : :� ,� 1. I . � : : : . . . ;: .� :� ; ::� . :1 . . . ::i :� : I .. :: :� ­ � : H : ; :� ­ ; .. ;� . : :: : : :. � :1 ... : : I p :; : .1 i!! !: p 1: : ;� :� :� :� . : I : .: :: .. :: . . - � .1 . .1.111. 11 ­­­­ 1.1- ...... � ...... .... - ..... ­­­-, .......... .- � 11 I I .......... 11.1 ........... ,.. . I ... - ..... . . .......... � ___ ...... ....._-1.1 ....... . . . ..... � .. ................................... � . ............. ­­,..­­­­ 11 .. .. � :: : .. I. .. : :. - .1 : I .. ; : - :1 . .. .1 . :� .. .: ; :� :: :� � :: .. - :1 : .. � :: :: : ; . .: � .1 :� .1 .. ; - :: :p :� ... :. .: : ­ :� ; - : :� ,. .. :� . I : .. . . .1 .. ;; . ;: :1 .. . :: . :1 :: .. . :. :1 : .1 . :: . :� I :� . - .. : I. .. .: :.. :� : : ;� : : : :. : : :: .. I .1 ; � .. : : .. .. :: : : . � : : . .: :: ; . :: : .. ., I : ;. i� :1 : ;:: .1 i� I :1 : .1 . : : I. :1 :� : . .. p p .. I : :: I. � I :: :. . . :: : :: I , :� ::] .. .. : :� . :. p :: .� : I : :� . , :, ... ::: .. � . :. :.� .., :: .1 .. � .1 :i ::: :� . . :� :� � . .. m: ::: .. :.: .. : : .1 ­ .. ::i . ::. :: :� . .. � . :� ;, :: . . .1 . I I . . . � : . :: � . . .. :� : .. .1 .. .. ;� :: .. - :� .. � .. - .1 .. .1 :: : I I ': � I I :1 :� : . r; .1 .. : I . :r : I :1 :� . .1 . :, : - I .. . ; .. . . :. :; . .. : ; : :: 'm .1 .. :, :� if :: :1 :, .. :: .1 : . I. :� i� :� : :� :: .. :. :� : . .. :� :. : :: � . - :. :1 .. : :� : .. : : - :: . � .. : . : I :� :. : .. ; : � , . . . . . :: ;: :: . :. :: - :: :; ::: :: ,: :: .1 :: : .. . : ;. . .. : . .1 : .1 .. .. . :: ... q .. . ­ : : ; ... ­ :: :­_ ii . ;; . .. .: . : .. . :: . : ; : ; . : ;: . :: :: : : . :: . : : :: I :: :, :: :: . . ; :; ;; :: :: : .: ; I . .. : :: :: I .. .. :: .: . , . � 1. :: :: . .: .1 :; :: :: :: :: :- :: .: : q : .. - I .. .. : . . . . . . . . . :: ;: :: . :, . :1 . .: : :; ;; : : : . . . . . . ;: :: : . . . ;; : :: : :; . .. ; ; : : : . :: : � . : :; :: ;; ;: .: :: :. :: :: :: ;; 1. - ,! , . I :1 w; . I . :: :: :: . . . . ;: :: :: :: . :: .. ; :- ;; :: .. ; .. :: :; . .. :: . . . . . . . . . :: :; ;; : .. :: ;: . .. :: :: : . . . : : : : :: :: :: :: ­ . . . . . : ;: . ;: . .: : :: : : :: . . :: :: :: :: :: :: :- : . I. : .: . : : :: :: :: :: :: I :1 : :: :: :: :: :: :: ;: :: :: :: :: :: : : :: :: :: :: : :: ;: :: :: :: :: :: :: : : :: :: :; :: :: :: . ,: : - . I I I . "I i I I I I..... .. . ... I.: ................ ... - - � . A I ­­­­ ........ . . . I I ",* p::::., !­ . : - - 11 I- �� I ... ,, : : ..-­......... 77'. 1:11 I � . :...." . ..., .... I ......... I . . ­�:.-­­:-, I ­.: .1 .......... ,� ............. -�-.:,I* .. - .. . , ,1 -0 .. ......... ... ; p .. : : "," I ... : . ..... ".. - ��*... �, .. . ....... : ......... ..... ...­.: ..... :.,... . ....... : ....... :....:.­.,,,.: : : : . : �. I .­­­�­,­, I - ... -,­­ . . . ....... . . - ....... �,­­­ -- -.1 . ... I : ... 11:. I-, : 11,11"'.. :­ - I.:" ... I . . : ... I ..... ,:,:...1 - . .. ......... . , .... ...... . ­-, . : .... .....b..: ....... 1. � ............. 11 ............ ,I ­:.. ..... . . .... � .... ., . . � ....... - --.-_1-,-1.11 : . ... : ........ I ..... : ... I ........... ............ : ..... � .............. ...........,........,.......�.,4.1 : I .............. ................. I ....... I . :: I-— - I.:,.,,.,. : . : . : . ....... : . . ....... � ............ : ,::��:[:� ....... :! ....... : ...... I I ...... - ... � .. .... -1 ..................................... ....... I ..... I ..................................................................... . I ... I ... ... ............ I., .... I ....... ... ............ ............ I ..... - ... - ............ - ........................ I ....... ... ... "....".11.1, ... ... ......... ... .... I ..... 11 ......... I ... 1:�::�:::.: . ...... ... .............. � I . � I ... I � ..... ��T­,­­­­ ... . . ........... I A : ....... . 1:::: . - ......... . 4 .. I ­ . ...... ..... � W .:� . :'�!�_.. - I ..... . . 11 ...... I -A ... I ,�_:_ .... i r - .. :*,*:** � *,­ "' ::�.::� ..... . : .............. . , . . ! : . . - I.: I ... I ... I : ..: � _* ..". . Ell: : I .., .. ........ : ..... � ........ I ..... ............ - . . . . - ........ : ....... :., . --11 .... 1 . ... � ....... .......1.- .......... I : . i ........................... I ... - ................... I I 1,*-- - * - I I :::::; : � .1.11. I....". q I . ........ � ...... I .. I . ......... : ............... . . : : : V.: ....... :� ............... : 1". : ............ : : I ............ I ............................................................................................................................. � .... ­­ ..... � ....... � ................................................. . ......, ... .... .... I ............................................ � ....... - ................................................. ­­ ............................. I ...... I ........................ I......" ..... . I I . i - I . , . ::� �::,--l.. �*** I'', I � . - I:***,..,. -:1110- I I-- - ........... I . . � : . . . ­­­­ .... .1-1-1--, I . I . I I ,­­. I : .... � ....... ( :::::�::.. , I . -- I . ­ ... 1. .... I . * . `. 11 ..... � .. � __,­ ...... d . � ....... : ... �: ....... � i .� [�* * ....": .. .... I ... � ......... .....1. I.. . : � .11. 1.,-----_: � . . . .. . .................. . . ......", ... :...:.:::::*::D�* - : I � -1 I _.... __. I . � I .... ill:::.: ... , �.:�: �: il ... . ..... ..., . ... . .... ... , . I . .1. � ­� ........ I ... .... � ,­­­ I . ........ I .-I ... 11.1.1 .................. 1: .... . � . . . : � .. ....................... ............ : : . . : --111.,-,-1,, _i ... ....... I I . I I ; : ........ I ....... ;­­ ... .... : .......... .. .... � .... 1 : ; I q - .... .... 11 ... ­­­, ..... 1.1,-I.- .... 11 I __­ ....... --1 ......... � ... � ...................................... .... - **'*'**'* . ­­­­­ ... ..... 11 I ... * ... .... , ........... , .......... __ ....... I - .... 1.11 ... I ................ . I p � � ....... 777r,. t I - .... I ... : ..... =� .......... .. ..... : ,�ll.�.,.�,�-��,,����1.1,�,.".,.,.I ... I �:: ""****"*'***'*** I . . ._,_.,­� � .............. I ...... . I ...... �� ........... . . ... . � ..... ... � .......... . : . ....... : ............... ..... ......... . I .� � . ... * [ ............................. I Ill ! : . . . � I .1 .......... I ............. I- - : ........ �.. . . . I ::,.::[� , �ddd: :::: : . - " . ............................................ � ......... I ..... - ..... � ..... I-- ... "...".11.11, I-- ...... I ............. 11 ... _1 . ........ - ... I . . I . � . - . .......... 1-I.- . 11-1 A I : . . --.1.1- ­ .. ................... �­­ . . 1, . � ­.... - .... I I � 1. f ........ -­ - . . -1: :. �, d ... , �T:::::t::: :11.1 ... - I .... I 1 I : I . t��:��. ---. � I 1 -1:::: -� --1 :� ...... � ....... � .. 1. .... I., I I : I : . .1- j - I I - ­_,,,_,,­­­­­­ ...... . . . : �i�: �:: I ­:_ .... . .. �F::.,.]::­ ..... I ...... ,.­.. . . : ; . . ....... � ....... .1 ..... ­­ ... .. . .. . i - . - ­.­ - � ­­­ ..... - ... ­­ ... - .............. - - - ........................................ I-. ­­­ 1-11 .... � ­.- .1111,11.11.111" ................................... � ..... .-, "............. ........................... ...., .......... ­... . I --1-111-1 :..',: . I ...... � ..... - ...... I ....... r.., I � .1.1 ...... ,� I . .... . ... . _ ..... . . ...... A... :� .. . . . ...... . I ___ I .... . . ............ ­­ ... . .... .. .. . ....... � ....... � ....... . ....... .... - , I 1- ........... ...... .... .,,.. I . I . . 1. . �_J��; : : I ........................... . I ....... � ..... � ................ � ............................. - ....... - ............ ... _­­­ ..................................... ­­ .... - ............. I ............ ­­ ..... - ..... , ............................................... ............. ... I....." .......... I I - .... I ..... ... ... - . . . . I � - . .. - ­­­­ .. , '' i - � I I - ,,.�:: ... pi4 � . . i - .... . ....... ...'....;I., 1::��:�.:���.�� ; 71 F : , I ......... ... -.1 . ... .. I.. 1-111--l-i , ........ I .... : ................ . - I. �"._��, - __ : . . :V ... � ..... ... ........... . . .,.,.. . ... : . . . ;,11-- 1-1 ,.. I ­. -1-- ­­ ..... ­U�.�, :. . .: : I : � . . ..... : .. I-- I ..... �:­ .... :A ` :11 ...... I .................... � ..... - ...... � ................ I ... , ......... I ............... � ................. � ........... ... ........... ­­__ - I : - I ............... .... I ......... ... ... . . I . � .................. - - _.: :� .. .... 1. ... :1 ... � ..... �� . .... - .... I..... � ..... .... . : , : . ... ... - 11 ...... - 0 ............... I ......................... . 1- ... - ... ­­ 111- : . . I ....... : � , ..... .. ... � ... 11 . . . . . . ........ , 0: . . . .. I ............. I ... I ......... . . I .. .. ....... . ...... ......... I ............................ - .......................................... � ... , ........ � .......................... � ...................................... � ........... I ... . .. ... ............... "... ......................... ...If .... __ ...... i ................ . . � .... I - �� U . _....------.1 ... � ...... . - ... I . . ..i .... � .... ] R . � �:,, -!-::: .... .. : . . : . . I , .. .."I e� " .�: - "' .... ... ... , . I I.." .... : ..... - . . � -.11-:1 ..... V ........ � ....... : - I ... ...� ...... , I 1� ,. - ... ....... . .:[�:: ....... ...... . . - , - . ...... ­­ ... - ..... I .... I I t :: I I !:::�:�::�:!!�:��. . , 11 1-4 ,:: -:.. : �, . . . . ...... I .. .......... ........ i __ I ! *�.* ­­­... I . . , .. ........ . . :: � lm:mw�: I- ... � ... 1. I.., � ­_­ I I I � ................ __ . : � ���111 . . ..... 11.- . . � . . - .; .....: .... � ... I .. 111 .... I... .... � ....... �. . . . . ....... .... ... � 1. 11 I ... 1. . : . . 01 ........ I ... ... I .,: ...... . .... - I... � ,,_,..,�­: - - . . . . . ..... I � I ..... I �, * ............. I I .... I ... I ­:­ ......... I ... 1.19 :. . -11 ...... I I.,". -I., �',, :;i ,� I -T; I . . � � ____ .............. " ............... .......... 1. - 11, - I I ................. ­­­.._­­ �, � ..... � ... - ....... I ......... - 11 I ­­ ..... � . ....... "....." .... , ­­��,­­. ,_,,,,_ . .... ­­­­ . ; , , ____ .. .... : ....... . ........ ­.: . . .. .... I - .... . ...... - :,.. . . :1.1�1 .... ­_�] : . . - - .... - ... , . . . . .- . . � . . .11 ................... a i - ..... . I .1 ; �.­�_.: I ...... ; : - . % . . . %� - � ............ .-:� _­ . . I ��­. ; * . ", , � .. ... I I : I . .... ............. ... � ......... . 1: . :: ..... .... ...... I ....... : ..... . � I dr�­,,� ... . I - - - - - - - __L���� ..... �= � � *: .. � �.:: ..��. ..... ; : :: ...... _�� - , .": , __ , - ..1 - I . . � � � ��. - �, , I.... I . ........ - 1", - , 11 ­.... I 11 __ .11:1. 1. : T I � . ......... .... ... - - . - ................... - ............... - . �.. I., .... . ........ �� ... : ......... ... . .. ...:. . .;, +% ... �....A;il.. - " 5 11 I � 11 I I EAST ELEVATIOM I 2 W -m- =-- - W -T mmiCa 19%ml%v I -1 2 :2 �-, �������'ll'"'I������������.�����'ll'"'I 11,1111111' . 11 , I ! ��::�.,,,�::�p:: 11_____���J ... �1:�:��i��:�i:�:� - : . A . ........ ...... .... I ....... i .... .... ., ...... �, . .... - . � ***** - -i- � ... ...... ... �, 11 ........... ........ ! ..... I I . .... . V " I "--­-.�17777T .- "' -!::::::�:c::::��: *-::-: I ............. : : --i.- .1,:� *'*'** � .. .... . I ... ... ........ ...... ............. . . ... :.. i . A- ... ::i���::��.��A­ 111111111111111 11 � � ; -g��­r� -'r- . .. ..................... ....... I ............... .. � I � A . . ...... . A ....... I ...... :-�::::j::::::::-...-:..1 .� : . I . , . . 9,:,::J:-:::: - . ..... 11 :::::1 ....... � ...... . � I . .....­.. - ........ ::::J�-:1 i i ..... � .............. �Ift,11111.1.1��ftftl �ftli 7777771-..- ; ............ .. i� ...... I ........ : ...... . . I - - ............... : ... ,:::�,:W:: � .. 11,11 1* ......... ---o�..�,, . ".. ........ � ..... .... - �. _�____�.111` .::�::,­�...1-:: ... _:,:: ... -::::::::�::::::::�:. 1,11,10:11011, ...... .....'.., ,1�;1,1, _­ �: . .... . ..... :.- .. ....".: ::: �::.. .1 ........ I.- ... . ... , ........ �� �, i_ . . .......... .. ..... ... .11 ..... ...... � . .. . I.... * ....... .1- .:*.:*:* ­­ I �..:... :.­ .. .. .. : . ....... 11111� ...... .. ...... :, . .....'s .. .. ... .. ­�:,:::��:v,��:� ... ::, ... . ..... .. 1i � - ­...:�, ...... .., . I'll, ��� I :,:� 1. : .. -.1, * '****:*,:: ........ I ..... - . .... --11-1 ..I . ..... 11 ........ - ... 111­:�:�.. '..'' ____ �: � .... .. ...... . . . � � � I.....,:::. ���1111,_ . ­., � � . I I '', �­,,_ � .. .... ::: .................. ..., ..... I ...... .,.­.:­.. � ... ... .. , . .... ....... : ........ :��, ..... F.- . ­­ 'I', ... I ........ ,_1 1% ... ...... - . . ....... 11 I , 11 .... I.., ....... I.." .............. . ... ...... A ....... I ........... 11 :::�::::::p::::�:::L:�:� ...... - ................ 1 ....... ... ...... . : : I , . . ­"# - : I E.,_,"', "­��111111 1, '', � . I - '', ,­­_ ***j:11111,-._.,. '....-I ". .... � �,, I I ... - 7777��*_ % % � ... � ... �.. W ... �.:.. 11 � ,:.:.:.:::::.,:.:.. ,�..:::::�����:::::::::t::��'..�l., 1-.`.,,,.,1_7,,_ 'i . ........ :::::��:]: . I . . . 1. I ........ � ................ :_ ............. 4 ............. - ...... � ............. � . . ....... i.., ....... 1. ,­­ ....... :... ... I ....... � ............ 11 . � � . i ��. �i ....... . I W ........ . ...... - ........ . . ---;I �::::::, :I . 11, .... % ....... .1 . ..­ ...... y: .. . ...... - . . I . ... : . . I . - : . . . i ! ..... � ........ . , .......... ..... * ......... : ........ I *'*"'** .... v ...... I .... I � . i ..... . : ............. I ,:::�:: :�::: . . ...... � ...... . ...... _­ - � , - I . � ................ ..... � ......... .. . 0 � 4 . I . I ,. . I ....... ....... I ..... 1.11 ...... i ........ I ... ::: . . F -:- - .. - ...-: ................... .... ........... i ...... ::::",::: :1 1::::::, :::,*�:�:::, - ...... .:.�.., ... I ...... . . � . . I ..,: . ............ I I '' i** . .. I ..... ­­ ... � ....... I .... I 1 I' : " � p��:1:::::::!�:::::!*, *,*:, i: I ....... ........ ...... � -::::� T I I . . . . I I . .- ..... � I- ...,L.­� ��_­_­ - . -1.1 _­. . ­. ..., I . � � � .. .- . . : : : : . -1.. .. . ..... .. . ... ­.. _ .. .. ..... . ... _­ - ., I .. �­ * _...'..." .. ... _.. I � ...... . --1 � ...... .. . .� : � : . � ........ ... !, ... 111.1-11-1 .1 �... .................. � ... ....... :­­­ .... -4--'. - W . : .. . ...... I .............. ,_ . ........ : ............... .......... __ ......... ......... .... � . . � � 11 .................... I . I , * ­­ �:,_ ... � . ..... � ...... . � ____ ..... . : . I I a . , ��, ::: J. � ..... I 1*1 I � ] ..... : ... .................. I .... ::, . ; . ...... � ....... !�:�:..I.,::::-.-.::; ': ....... ...... ". ............. �� .... ; . . ,::: �::::i:::::!,�:::::�i� . : I ..-.,.. - . .... . .. ... '.­ . I ... * . ... .. ::::,:,::::,:::.::.:-.j.., __ ........ . � ...... ::, , ... � ­­ ... ::.- - ..... �­ - .� ... ..... .... ..... .... ..... - ......... I . .. ... .1 ... I .... . I I ­:::__ ... ... . ..... ..... . ..... � .... . . . . � .... ... . ... .... � ... .. .. ........... 9� , I ......................... � ....... � ................................... - ........ **:::::7:::::::::: ....... I ...... ... ..... ......... . ....... � .... . . s I ...... � ....... .. ....... 1:::,., - . % . . . . . ��:::::��:: ........ . m A ..... ...... I ......... � ........ � .... I ........ . ...... I ............... -4 ... VI -IJ ....... . - ..... . . 4 . B . : � . . �:,::: :� ...... . ....... � .... A � ........... .. �: .......... � .... ..:.. I. I . I ...... �­ ..... - ........ , ........................ 9 .... : . . . ...... � ..: ....... . . . � : � : : . . - . . . . . I ....... * . .6 ........... I ...... I � ..... I ....... I . I . ; . � ....... A � ............ � . . ........... � ... .. .... I : ......... I ...... � ........ 9 ......... I � 1. .. .. ............ � ..... I ...... ; . ....... :::::::�l:::::::..,::��:::::�l::���:� ............. I . . 11 . . .... 111. : f : : I �:�::: . .... ... � ....... I ....... : ....... � ... . ........... ... ..... I ::::::� . . I t - I � ... ­: .... � .......... . ..... I . . ..... � . ....... : ...... - ...... ..... ; . e � . . I ­­ ..................... -, -, 1-1 11 - . :-1 ... - � � . .1 I I . ....... I ....... I 11 -.1 � I � : . "I'll". I.., I., . I � ­­_ - ....... ....... ,­­ I-- __ - . __ .1 .. ..... I"... .!::�� - I ............... - . i I i - I :. , . ..... : 1. 1.1-11 ... I ... I ... I . I : : . ..... . . . I - I ". ..0 . I-- ... ................. I ..... ...... - ; - . � ­­ ........... ........ - ......... 4 ...... . ....... . ___"V�., :,* ., . . - - .. _... . __%v. - I I ­: ....... ­­ ; - . .. .... . . . I . I - .. I . . � ...... I .............. I . : . . . ,__ : ..... . ,___._., I-- ... ...... : 0 ...... I , � . .... � ... : i ......... �p� 1: ....... . .. .. � . . .. .... -, ...... : ; I . I 11.1 ... 11 ..................... � -, -.__.1_____..__. t!! ............................................... - -1 .. ... - : .... 1. I .... ........ ...... - ,: �,:�­ � - .1 I ..... � ..................... � ...................................................... , - ....... - . ........ � .... . .. _." ........ .. .­_._��__ �F .. . 7 .*. . ......... : .., ....... ............... : ...... � ...... I ....... : ..... ......... e- .......... .......... � ..... - -.1 ....... ­­.­ . . . . , . I . . I : :i:::-.----- ., I ..:. .... . ....... I ....... 11 ....... � .... .. I ............ :i ....... :,. .: ............ ....... I .............. v ............... : .... if � ............... .... I I : . I . . : . . . . I . ...: .... .. � - .. ....... - ------ ,;, __., ..... ...... . . ..... ... .... 1-1 ... - . ., I . . . ...... ; : - __ --,-...- . : .. . . . _.... ".. . .- .. ... ..... I � v I � : . : .................. ; ... . � ........ ..... .... -, ....... I ..... � ....... - - !: ... -:A , .: , I .......... ........................ . . I .... � .... ..... - ..... . .. . .. ... �.�...�.,........I......",..-",��..-,.-E,� . . � . . I ....... ............ ­. ....... , ,. , I . . . .... I.........- ...... .. ...... ....... W � ...... :::::::::::::::::::::::::::::::�::::::::::::::::.:::::::::::::::,:::::::::: *'***' - ...... ::::::::::�::::]:�:::::::::::::::�::..�.�.�� -11, -.1.1 ..... I.. I ........... , ***** ,�­::::::��:: :.:.:.:..:.:.:.:,:.,:.:.:::.:,:,: ..... ... I , I., . 1-11.111-1-1- . , ::::::: , .., .... ....... % .......... � ... . : . _._­_­­ ..... . � 11-1-1.- ­....., ... 11 I I I . I . . . .� I ....... ­­­ ..... � ... . . . : � : : : I I : . : : - .... 11 1-1---l-1. . : . : : : : : . ; : : : I : . : I - I : : I � : : : � ......................... . I . : � I-- � ...... __ ...... : I-- ...... . � . �::::: : .... I ... :1 . ..I.I.-.1, �­, ­_.­­_, . I --.-- . : - - . ... ill'.."-....., ..... I : ­­�� ... �­­­. : : ... .... ........ 1 i I. .... . ............... .............. . . . . ............ ... % .. ....... � , .11, I- �..� ..... . . I ,.:., "..", . I - - ..... I ..... * : ....... i ..... ........ * -1 , , ................. . p . � .. I..". . ...... .....,'. : ... .... .... .: , ... - - ............................ �71 ..... ..................... � ...................... ................. I ..... I ...... � ..... .............................................. . . . .................. . i .......... ...... 1- .......... I ..... I .. ...... f I � . . I.. �� ... i ........ � ... - .......... ......... :::::: , 4 ......... i ..... � ... ,A �i�:::�: ::�::I:�:,::::�:::���::::::.:I:�:�]:�:::�:!!�:���:�iI I I : . 1; W: . : .. . ... .. e ... �:.:­:��­­­ _.__.­­ ,� �4 � I ......", ....... .............. ...... : ....... . .. . . .. . .... - . . . . . I : . ......... � ..... . ... 11 ..... I 1.1 -mi .... -1. - � �.:�.;..:, , I . -, , "' ! 4 � :�.�@ �pp_. ..: .... 9 . . . : . - .:- , ... ... , , . ....... ... ..... ; . ... - ........ .4. , "" ......... I �:..: ....... :: ........... , :% I : I ..... � .............. ; ...... .* ........ � ... ­­.. , ­:::E�::�-: I, I : .. I : : . � . ...... . ... . ::,�,: �.- ; -:::.-.-:,`..-.-.-:�.- 11". - :. �:��::��J :: . : I .. ............. ..... ........ � .... . .... ii::: , i .... % ....... :::J ..... ; ....... d : ....... I ...... i ... : . I I . ..... 11-1 ..... : ..... . i -.- I . ....... % ....... � ...... .......... :1 ..... 1.0 ... � .... ...... � ....... � � . I I .... I I ... - - I .... � �::::� .:::::::::::�:::::::::::::::::::::::::::::: �::::::::::::: ....... .......................................... �::��:::�­ .... ................... . ,]:11-1-11, _.. ___,-,-1 ..... ....... I ... . ..... . .. _._ ................ I ... � .... I ..... � ................ I ....................... ............................... . .1.1 I I I ................................ ww�:: :::,:::*::�::::::,�::::,:::::::: � ..... : ................ :., ..... . I ... I .... . ................ ..... - . p . ....... ...... I I ..... I .......... � .................. ­., ...... : . . . � .... ..... : ..... 1. - .. . .. I .. � . � :� � � 1. -.1---- ...... - ... - - -.1-1.11, .......... I ............... . � : I : : p . . : : : . . : . . . : : a : : : : : :- I I : : . : ; : : . ; : I : ; : : : � : � : : I : . : : : I-- ..... � ........ � ..... : : : : : : . : .... �­­,_­ .... � ..... : , , ............ . ... : ......... ........ -1 p ... : ........... I .... ­-, : - .... .......... F ... ........... _. . � I : . . - -.11--, I * .............. � 't . � ..... j ..... ­­ ... � ......... : . : ...... 1, :::: I . ....... :­ I : I I I'll, f 111-1 ... ­­ I . . , a ............... .. � . ; .... 11.1.11 .... I .... 1: : : I I I.: I I ;,�:���!����*!��,��::::*:::::i�::::::I ::�m�� : I ... ... . .. ­.-­ ......... ,i . ........... I ........ , .111-1.11, -t . .... ............... 0 I ............ . I ...... . .. .... � . . . .............. I I, 11 ­* - I I : . I : ................. - . . I . : I. 1, ..... : . : � I . . . . ­­--__-_11 - I ...... � ..... ­_ ................ � .......... I 1.11- .... 11 . ..... . - ........ 1-111- .... - -1-1--, ....... ___,.,.,., ............. , ­,,­-­,.,-*:* . . ... . . . . 1 If - -, - . , , - -,­----,` I � - -- -- I 11-1, � I , : � I ........ : . ....... � I ... � ....... �rrww::J. , � .... ... . ...... .... "I".." � -A .............. I .. .... . ... 1 ....... - I ....... "'.. , 1..:��,*. . I - A j: . : : i 'I ... -11 --if -_1-_-:: i�. :::-::-1,�:::::!::::�::��:: ... ..... � ... . ... :.,--. �, � :.: 9 ... : ............... `�:::. I ...... .... ��: - � .... . . - ... .... :�.:::��:::::::::�:::::::::::::', :::::::::::::::::::::::::::::::, ..... ................ ... I ... I ...... ....... I ... I .......................... I . . ..... I., ...... .. . ". ,. .. I ..... W ...... ..... 11 ... I ...... . . : I I ............. ............... : % I � . � ................ 1. ... ... . . . I . : . : I . I : p : I ; : : : : � - : I : . . : I : .1 ..... ........ ........... I . ................... . � ........... . , .............. p ., I .... . : .. . .... : ...... I ....... : ........ . � .... �­. - : , it ; � : ­** v ... �, ....... .... - I. I I I ... - .,...,.,.,­.. 1. ..I.. .1111, . � :��:�: ......... ... t �,'���::��:::,::::::l .:., .... � �:::::�:�:��..: - : , ...... ........ ,� I d :, ....... I .............. ­­ .... . �j ...... - ... .. - ... , L .... .. .............. J ..... "... ......... . .................................... I.. 1. I ... I ........... . .... . . . 11 .. ...... I ... a ......... . ,... , ..... .,....... , : ........ , , I d F: .. I. I ........ J.- ..... ..... i ........ �: ..... �,-- : .. ..... j , ", ,_ _,: I �.�� ... . . . ... �.. . : � I , : . ..... ..... - , , . . .!, ,11,11,11- .... ��­l . � "' , "',­_ .�. , . . ..... ..... . .... � I - ....... . .­�i -1,1.1 ... . : � � : . I ; ....... ... : ... ....... � ....... : ... : ..... I . : .... , - , , .... ** " - ­�­_ I .... ; ... ......... ::::* ::., ... ...... I ... � � �IA �: . - a I .., ...... ::::-: ­. ::::�: ..... I ........ - .............. 1-1-11-__-,-,,-_ ... ... ... . . .. �­ . . .... - ..... . - , ��:::�::::::::::::::::::::::�:::::::�:::::,:,::::::::::::::::::::::::::o .: ., .... ­­ : ...... ................. . I ... .: � � I . � ............. . . . . . . . . . . � ..... - . . : : . . : . : : : : : I : I : . : . : : : : : . : : : ..... ... . . � ... 1. ..,,, ... .... � ........ : .................. ,­.� ....... I . ....... : 1.11 ... I ...: ........ : . . . .. - J ��::� m � �--- '] : ...... . ........ . ........ :.. I . ; 1. . .p . . . " J , , , �m - - " I I I I � : ............... : i - . ... . . .... - - ............ ..... - .... t, . I ....... .. If ....... - 11.1 ... I �__ ... ... 1 I .. - - ... I . . ..... 1. �.. � ... 11 ­.. 1-1. -.1- ........ I , . 1-1-- . ........... 11 ... I ....... �. --1 . ........... _-.1.111.1- ....... 11 ..... I ........................... 0� ..... 111.1 ............ � .............. .. ... I ....... . � e 1. I" i I: . I , . : : I .... �:::,] I.., t-:--:::f��:��:!, ............ :: �, :::::� . I ....... � .... . I ................ ;. : y ­­ - ... ..... I ....... :,.,., I . , - . - : : : . - I :: , : -111-.1- ­__ ...... 11'....: . ; I .... i .......... �­Ii­1111 .. , - I I - - -1-1.11 -1, ,­­,­j:­��. _­:�:p*lrww .... j,. - . . � ................ � I : . . I, :::::::: * . : .. y * ":::: ........... ; ..... j .... *­ . - ]:: .............. i .. ...... � ..... I .......... . ­­� ...... _.:�.,:�.J_� ....... I ....... I ... I. I " [_,:::­�::�-: * .......... , ....... . - " � O.:��::,�:::�..% ...... . ..... i-...: - �. . :. , " ­­ �1.1_1.8 11 .. . ... ... . I., .... V.. * ; ................. .... � :::�] �,-:��:� F:.::,:::�:,..,�. ..... 1: ....... "..... - � . ...... �::: ...... I ...... 7::�: . : .................................. ........ ........ I ........... ........ "I'll", -, ,-, " ­.."�.." ........ � ........ I ........... ::::::::::::, ....... ............... ,,,,..,.:�:::b:::::::::::::::: ............. ...... ........ * :�::::: �:: . ...... ... **"**'** ... * ... *"*****'*'* ..... ..... ..... I ....... : ... I I.....",., . . : I 11-11-1-11, ­� ..... ­,.­�. ..... . . � .... I ....... : ...... - - 4 ............... ... I ...... I I ..... I . . . � . I . � . . . .......... I ................ I .. .......... ..... ........ . : : : q : : : . : : : I., ..... 11-I.- .......... . ....... .. : ... .. 11 .......... . .. ­­­ : : : : : : : : I : : I : ; : : . . : : : I : : : : ; : : : :::::..:�::::: ... ............... : : : I.., ....................... . : I : * - .... I ......... I ... ............ . . ... %......"..., ....... I ......... . - . .. I : .... �.�.�:��..! i I : ........ ...4--....-.......... 1::::�:�::�:�:���::] , . . ...... : ..... .�,,.., ...",.", ! ... I ... �,_ . ... . ....... ... , "'' ! ... I ... �,, ... I . ... . ....... ... : ............. � � I �::::��: 77T77 77F 771 . mmmmmmww��wl ::::::i:�:::::!,::::��i'�:����:����������� �,�,�.�.�,: : , � I ,­1111,11111�­, I , - w��:::77:: .. ....... 1 .............. I ... ................ *d ................. I ............... � ...... I . .... � , : : ........ : .1.1.11. � 1 . -, , I I ... .... ... ... , .............................. ........... I .................... , .......... .............................. � .......... I L I .... ..., ........... .. .... ....... ...... I . I .., - ....... ... � ................ i ! 1,1*,:�,,�� f".1'.- ...... . ... � ........ I �.... ... : ...... I ... ] .......... -:: . .... I ..... . ........ - I ­­,",". ..; ..... . - .... � ... : i ....... :�:��. : ,.::��:::::.���:i ��� ............ 1p..*f.* *�­­­­ I . . . ....... . 1 ...... :..-.:�� ..... ......... . .. . p , : . . d . . ......... I I . ..... .... . . : . I .... I .......... I ... ... ...... ::: ... , .. .... - .......... ...All ......... . . . :, Lj I . . .-J, ... 1-11.1--, , i .. I ............ :11im:11 ...... i 1: .............. :i _._.- .... ... p . .. " ..: I . . ................ ........ ....... . . 0 ...... i Ls �­. ..... ,::::: I LL= 11 ............ � ,,.: ... :.�� ..... . ....... - ... .... . 11,11-11-11---, :.. I ... - ... I ......................... 1. � ............ :ppp�: ............ ................... I ...... ..... I .............. 1. ................ I'd"...... ............ I ............. :::::�:�::: �11:­:...e I .....".1- . . . ...1. I ..... �:� ,::..: ....... � - - I � q I 1� � . . .... .."I".., 41 ............ I 1-1-11, .......... I I I ! : : , I . . . v : : : ....., ... ... 11 ......... I .... : : :: : : : I I : : : . I I I I : . . . . : ".."'.. . ........... I " ­.­. � ..... I ... ...: 1-1-1-1- . .­ ........ ........... - . * .... . . ......... .... _.....,,: :. - ............ : . . I _­�Io � ............. . : . i .... .... � ... ... ,� .. .... .. 1 -IJ . ........ ,. I .... . .: . ...... .. . ........ d ... . I . . t. . , ... : ...... If I .... - ... 11, ...... :[:::: ....... . .... I . I ............... i::�:t::�:::i::::.:� ..... 1. : . . � . .... : W .......... I - j ........ .�_.__ .. I ; I - ... 11: 1 .... ... ! ... ..... i ....... : .... .... : .............. . �� ...................... - : . I : ............... �::::: . � -T: ..... . ...... 1 : .... j i .............. . I ....... : ... .... � ... ,--,'I,. . * : , I ....... : � I I 1 1 .......... ....- � - .......... .... I .... ............. 0 1. Lj ,. - --.11. I 11-1, , . ! I �: �1­1� , . -1-:1 !, , �L 4 1 : . . -:I-: -1,; f- - - - - - - - I .1 T *** -.t. -J : ..&.&- : - -11 ... I ... 11 .......... . . I . : . I . . ..��:::::�j � I . . 11 I Fo__ci FI 0-1 . I - - - 5 Fo_6� - - - - - . . NORTH ELEVAIION 7 SOUTH ELEVATION I I . IP-Ml%v Ipm %a 5 I AFafrwm Emm,m,. . . �_ 8 1 0 - z 0 co) � cc I x I . I I . I � I I I I I MGM PERMIT PLANS MAYM BY. PFKXE= NO- PC,AK,CW 1503 CHECM UY' DATE P. COLE 1 01/2012016 1 >= W CD uj uj Luolm W co LL 0.) :2 U. >1 in Lo 0) Lu z < 0 .j u 0 o - F. C.) W .J W (m) z .j � �j � .j > CC) n VAIW .J W SW � > F� Lo 0 0 cl) W 0 0 W 810D uj 2 D; I 11w :� 8 1 , Wfa. < 9 - : ,10, W m � 5-2 cc §as Sts Ww a< r. 2 15 Q 0 - Sim owl .9402 0 I] .It� .- < 0 . a () < . 01 . C-) a: cc - I I u 0 : 4s <H 0- .t a 10 0 co a g 9 .- fs b I m T.- � R C.) 0 *a C*4'0 1 1 41� (or il Z__ I tif -- N�,� N < f ELEVATIONS r.-7! z -ad ­-� .. I N - --N � .-,..-. . ffl�lff (ot, , -) h.:. - ,j I I . I . I 1, i I - - ----- - --- ­_.- - - - - - ,___�_, . SECTION KEYNOTES O) NEW METAL ROOF o/ FELT o/ PLYWOOD o/ 5" EPS IN5UL BETWEEN 2X4"® 25Y2" O.G. o/ (E) OR (N) 2X6 T46 ROOF DECK 02 NEW TPO ROOFING o/ NEW SHTO 4 SLEEPERS AS REQ V TO CONFORM TO MTL ROOF LEVEL o/ EXISTING ROOF 5TRU07URE w/ NEW R-50 BATT IN5UL 03 WOOD 51DINO o/ SHTG o12X6" STUDS W R-21 BATT IN5UL 04 GONG SLAB FLOOR w/ FIN 15H AS SPECIFIED ELSEWHERE OS CMU HALLS W Y2" PLASTER o/ I" EPS I NSULArTI ON m sno 1 112 '1 ter. 's lb 1WER109a Qm Ed • �i Qm 1021 LJ 0 0 8 '.m sm AHC HffECi'8 sTAW. SECTIONS _IO 2... ..... .... -10 I -10 OS 05 -10 p I\ "13-7 .7.7. S >l:." LY^.(. •.. (_j �) ^ yli^ ?2: M A a: V�' < b"If �..id °'e i... t." e'1,.. f:>�>i. �`:^a. ,e e:d t 3.... 4 O O 3 q. O O ...... . ....... . ...... ........ ...:........ ..:.:..... .. :..... ...... .: ......: ::' n..�4 ...:. ..: .. ::..: „ s.... ...... . ..... . ....... ....... .. ........ ....... .... . . ...... ::............ . ....... . ...... . .. . . . . . ..... ...... :.. . . . .... . ...... . . . . ...... . ...... ...... . . . . . . . . . . . . . .. . .. . . . . . . . . ...... . ...... ........ . ........ . ..... . ........ RESTR00105 1 0 RESTROOM 100431 7 1 SECTION I I AHC HffECi'8 sTAW. SECTIONS 1X811 T4 G CEDAR SIDING BOTH SIDES -ALIGN 'ill EXPOSURE YY GDX PLYWD w/ SD ® 4" EDGES 12" OG FIELD '. •a.' d10 4 , DIMENSION LINE HTT5 w/ STT516 -4 PLACES • 1• • 1• e 4X PT SILL PL e d d •I.Q d ('4 / /a i9'P .'{ / / a /a ® •I .Q d / a { Q I '(SQ /'' %�`"'Qq' d I d 4 �. ,•d d I 4Q 4 �. ,e d'L-4 •. 4 Q. d•' .............................. � d.... .... ... ... .... ... .............. _....._, d •.. . ..4 4Q. ................... ......._ I._...._..._.._..._..40 I. ._...._...._....._.... .. i 4 #5 REBAR w/ #5 STIRRUPS ® 16" OG ��F GWE BEWA LONG SECTION 1 1:21-111 1 A 1 1 A- /%t 110. T/1 1 1 A \ /L— q qlll 1 4 �i qf m � 9,%"11 111 1 f v 0 � m FOUNDATION PLAE rA ARCHrrECM STAMP: W W L Lo lw • WO 5 2 it Q •� ow a •Q �p u • O • w t P4jp Q� STRUCTURAL PLANS & DETAILS I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE .JOB SITE PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF CONNECTION NAILING ANY DISCREPANCIES WITH ANY WORK SHOWN. DO NOT SCALE DRAHIN65, CONTACT ARCHITECT FOR CLAR!FICATIONS. JOIST TO SILL OR 61RDER, TOE NAIL 5-bd 2. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARD OF THE CALIFORNIA BUILDI CODE OR BETTER QUALITY AS SHOWN IN THESE DRAWINGS AND SPECIFICATIONS. 2" BLOCKING TO JOIST, TOE NAIL EACH END 2-I6d EA. END 3. THE CONTRACT DRAHIN65 AND SPECIFICATIONS REPRESENT THE FINISHED I"x6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-6d NO PIPE SHALL PASS THRU 1'-6" MIN. STRUCTURE AND UNLESS SPECIFICALLY NOTED DO NOT INDICATE THE MEANS OR HIDER THAN I" x b" 5UBFLOOR TO EACH JOIST, FACE NAIL 3-bd THIS PORTION OF FOOTING METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PER50N5 2" SUBFLOOR TO JOIST OR 61RDER, BLIND 4 FACE NAIL 2-I6d 10 MIL POLYETHYLENE 10 MIL POLYETHYLENE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING, SCHEDULING, COORDINATION AND SHARED GENERAL SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL Ibd m Ib" O.G. SLIP SHEET SLIP SHEET CONDITIONS AMONG VARIOUS TRADES. TOP PLATE TO STUD, END NAIL 2-I6d / 3 1 /2 "MIN. O / TYP. SLAB REINF. 4. OPENIN65, POCKETS, ETC. SHALL NOT BE PLACED IN DECKS, BEAMS, JOISTS, SEE PLAN 2 -1 1 Z SEE PLAN g Z COLUMNS, HALL5, ETC. UNLE55 SPECIFICALLY DETAILED ON THE STRUCTURAL STUD TO SOLE PLATE, TOE NAIL 4-bd 4" MIN. / DRAWINGS. H DOUBLED STUDS, FACE NAIL Ibd m 24" O.G. CL/ w 5. ALL A5TM SPECIFICATIONS NOTED ON THESE DRAWINGS SHALL BE OF THE LATEST / w REVISION. DOUBLED TOP PLATES, FACE NAIL Ibd • Ib" O.G. 6" MIN _ _ _ _ _ w ----- _ V) w 6, IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWIN&5 OR GALLED FOR IN THE NOTE -5 OR SPECIFICATIONS THEIR TOP PLATES, LAPS 'i INTERSECTIONS, FAGS NAIL 2-Ibd FOOTING SHALL BE • g• • • < < <.. ..° • •: c �� W�_• - - - -Po , . � �� ... �a.•, ; • • ° ' �` ` �I ' `a r.`•• .'�-` =�L-°�, CONSTRUCTION SHALL BE OF THE SAME CHARACTER A5 FOR SIMILAR CONDITIONS CONTINUOUS HEADER, THO PIECES,FACE NAIL ALONG EACH E06E Ibd o Ib" O.G., 2'-0" MIN. STEPPED SO THAT CONC. 6+: �4� � #4 CONT. THAT ARE SHOWN OR GALLED FOR AND SHALL BE APPROVED BY THE ARCHITECT. CEILING JOISTS TO PLATE, TOE NAIL 3-bd CONTINUOUS HEADER TO STUD, TOE NAIL 4-6d FILL DOES NOT EXCEED 3'-0". TRENCH & SLEEVE BELOW NO EXCAVATION BELOW #4 CONT. 6" FOUNDATION: 1. ALL CONCRETE FORMWORK SHALL BE OF SUFFICIENT STREN6TH AND BRACING TO GEILIN6 JOISTS, LAP OVER PARTITIONS, FACE NAIL 5-16-dLEAN FOOTING FOR PIPE. PLACE THIS LINE. CONC. FILL AROUND SLAB EDGE SLAB DEPRESSION PROVIDE FINISHED ED6E5 THAT ARE SQUARE, STRAIGHT, AND TRUE. NO DEFLECTIONS PIPE TRENCH SHALL BE IN A STRAIGHT EDGE SHALL EXCEED 1/360 THE LENGTH OF THE EDGE. GEILIN6 JOISTS TO PARALLEL RAFTERS, FACE NAIL 5-Ibd SLEEVE PRIOR TO POURING LOCATED SO THAT FOOTING FOOTING. MAKE SAME 2. WATER SHALL NOT BE ALLOYIED TO STAND IN TRENCHES BEFORE CONCRETE 15 RAFTER TO PLATE, TOE NAIL 5-bd WIDTH AS FOOTING FOR WILL NOT BE UNDERMINED. PLACED, AND SHALL BE PUMPED OUT. IF BOTTOMS OF THE TRENCHES BECOME TRENCH. SO SOFTENED DUE TO RAIN OR OTHER HATER BEFORE POOTIN65 ARE CAST, THE 1" BRACE TO EACH STUD AND PLATE, FADE NAIL 2-bd CONTRACTOR AT HI5 OHN EXPENSE SHALL EXCAVATE THE SOFTENED MATERIAL AND REPLACE WITH CONCRETE. I" x 6" SHEATHING OR LE -99 TO EACH BEARING, FACE NAIL 2-6d 3. ALL COMPACTED NATURAL SOIL, FILL AND BACKFILL SHALL BE UNIFORMLY WIDER THAN I" x 6" SHEATHIN6 TO EACH BEARING, FAGS NAIL 5-bd COMPACTED WITH APPROVED COMPACTION EQUIPMENT AND/OR HAND POWER TAMPERS. FILL UNDER 5LA55 AND BACKFILL SHALL BE COMPACTED TO BOAS OF BUILT-UP CORNER STUDS I6d O 24" O.G. MAXIMUM DRY DENSITY. ASTM D-15551-710 TQC, TEST METHOD UNLE55 OTHERHISE SPECIFIED. `"LING SCHEDULE 9 TYPICAL PIPE THRU F007INGS 6 Typl^AL SLAB EDGES 3 4 ALL FOUNDATION INSPECTION. CONCRETE INSERTS SHALL BE SECURELY FASTENED INTO FINAL POSITION PRIOR TO FO CONCRETES " 1, PORTLAND GEMENT SHALL CONFORM TO A5TM G-150 TYPE I OR II - LOW ALKALI UNLE55 OTHERWISE SPECIFIED. A6GRE&ATE FOR STONE CONCRETE SHALL CONFORM TO ASTM G-55. ROUGH WHEN 2. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL 2 - FC FOR OPENGS KEYED JOINT SPECIFIED BE WELL SECURED IN P051TION PRIOR TO PLACING CONCRETE. OVER 6' WIDE 1ST POUR 2ND POUR 3. SURFACE SLABS ON GRADE SHALL HAVE AIR ENTRAINMENT. SUBMIT MIX DESIGN FOR LAP PLATES 4' ®SPLICE j EACH CONCRETE TYPE. 4 4, ULTIMATE COMPRESSIVE STRL'N6TH AT 26 DAYS SHALL BE 2500 PSI UNLE55 NOTED v d ' OTHERWISE. r STU PACING 16" H.C. M OVER OPNG. �< v d a a L/3 MIN. D REINFORCING STEEL:HEADER 1, REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF A5TM A-615, 3D MAX. GRADE 60 UNLE55 OTHER 15E SPECIFIED. 1-2xSTUD, UP TO 6' v 2. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BAR5 SHALL BE A5 WIDE OPNG. KEYED COLD JOINT - K.J. CONSTRUCTION JOINT - C.J. 3D D/4 MAX. FOLLOWS: 2-2xSTUD, OVER 6' MAX.- A. CONCRETE POURED DIRECTLY AGAINST EARTH CLEAR 3" ('MINIMUM) WIDE OPNG. ofw B. FORMED CONCRETE A&AIN5T EARTH OR WEATHER 1-1/2" CLEAR. (2" CLEAR, ci D/5- BARS OR L'°' ` 2" TRIMMER TO SILL Oo Or 3. REINFORCING STEEL SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH PLATE SAME WIDTH Yo AMERICAN CONCRETE INSTITUTE STANDARD 51b. AS WALL STUDS TOOL JOINT -TROWEL 2-2" TRIMMERS OVER 2X BLK'G � 10 WIDE OPNG. 1 OR SAWCUT w BEVEL 2 " FIBER EXP. CHASER -ONE FIFTH D1 JOIST OR BEAM FRAMING: 1- FRAMING LUMBER SHALL BE DOUGLAS FIR WITH MOISTURE CONTENT NOT GREATER CONT. 0 PLYWD. JOINT MATERIAL - DEPTH OF SLAB THAN 19A5. ARRANGE ALL JOISTS AND BEAMS WITH GROKN UP. GRADES SHALL BE AS PANEL EDGES, FOLLOWS EXCEPT A5 NOTED OTHERWISE ON THE PLANS: EXT. T. SIDING Q SIZE GRADING 6' O.C. MAX. AT VIINDOWS < � Z D =DEPTH OF JOIST OR BEAM A, PLATES & STUDS CONSTRUCTION GRADE, : a a d � 1/8 "'MIN. � D1 =WIDTH OF STUD B. REPETITIVE MEMBERS #2 GRADE SILL a 1/4 " 'MAX. L = CLEAR SPAN C. BEAMS AND STRINGERS #1 GRADE PLATE c ° D1/3 '4 D. POST AND TIMBERS #1 GRADE MAX. a 2, SILLS ON CONCRETE SHALL BE FOUNDATION &RADE REDWOOD OR APPROVED PLACE BOLTS TO STUD B O. PRESSURE TREATED SILLOLTS TO CONCRETE SHALL BE 1/2„ DIAM. X 10 ®4 -O C MISS STUDS EXPANSION JOINT - E.J. TOOL JOINT - T.J. MINIMUM 51ZE AND SPACING UNLESS OTHERWISE, 5HOHN. PROVIDE 2 -BOLTS MINIMUM 2 - FC FOR OPENGS SEE NOTES. PER PIECE WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF PIECE. ALL BOLTS OVER 6' WIDE SHALL HAVE STEEL WASHERS. ANCHOR BOLTS SHALL HAVE 'i" MIN. EMBEDMENT. SEE NAILING SCHEDULE RAM5ET FASTENER MAY BE 5U65TITUTED AT INTERIOR, NON -SHEAR HALLS. 3. BLOCKING AND FRAMING -PROVIDE THE FOI.LOWIN6 AS MINIMUM UNLESS OTHERWISE TYPSHOWN: WALLFRAMING 8 00NORErE JOINTS 5 HOLES�WOOD & NOTES IN 2 A. 2X FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER SUPPORTS. its B. 2X FULL DEPTH BETWEEN J015TS ABOVE AND BELOW PARTITION WALLS. G. CONTINUOUS 2X HORIZONTAL BLOCKING AT STUD HALLS. PROVIDE AT MID -HEIGHT AT 9'-O" O.G. MAXIMUM. MARK MATERIAL ALLOWABLE SHEAR #/FT EDGE NAIL (E.N.) INTERMEDIATE EDIATE NAIL EDTA SILL- FDN CONN. JOIST BLK. NAILG. SILL NAILING LEDGER NAILING 4. BEARING WALLS AND PARTITIONS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT SEE NOTES 7.8 SEE NOTES 6 NOTES: BOLT SIMPSON L WALL AND PARTITION INTERSECTIONS. JOINTS IN U+'PER AND LOWER MEMBERS OF DOUBLE TOP PLATES SHALL BE STA66ERED AT LEAST 4'-0". 1. FACE GRAIN ACROSS STUDS 5. ALL NAILS SHALL BE COMMON WIRE NAILS CONFORMIN& TO NDS STANDARDS AND w 2. ALL PANEL EDGES BACKED WITH 2" NOMINAL OR WIDER FRAMING. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING SHALL HAVE SUFFICIENT LENGTH TO PENETRATE THE MEMBER CONTAINING THE POINT Z - MEMBERS OR FRAMING SHALL BE AS SHOWN IN NOTE #4. BLOCK THE REQUIRED DISTANCE SPECIFIED IN THE NDS STANDARDS. TIMBER CONNECTORS 4. APPLIED OVER 3" NOMINAL OR WIDER FRAMING WTIH NAILS STAGGERED. SHOWN ON THE PLANS SHALL BE AS MANUFACTURED BY SIMPSON COMPANY OR o 5. STAGGER ALL SILL NAILS. EQUIVALENT UNLESS OTHERHISE NOTED. CONNECTORS SHALL BE INSTALLED AS J.H. F 6. SIMPSON MANUFACTURED CLIPS. SPECIFIED BY MANUFACTURER. .EMEDMENT IN CONC. SAME IL Ji IL. J� 8. SILLYP. OLTS SHABL HAVE 3/16 PLATE WASHERS,(MIN. 2"X2") 6. OUTRI66M BEAMS SHALL BE DOUOLA5 FIR SELECT STRUCTURAL - DRY CONDITION OF USE ARCHITECTURAL &RADE APPEARANCE WHERE EXPOSED UNLESS OTHERHISE r9 NOTED. REDWOOD P05T5 AND GOI.LEGTOR/17RA65 AT FRONT ENTRY SYSTEM SHALL DBL. RAFTER „ 1/2" CDX PLYWD. 270 lbs./ft. " 8d 0 6 O.C. " 8d 0 12 O.C. 1 /2" BOLT " A34 0 19 O.C. „ I6d 0 4.5 O.C. " I6d 0 4.5 O.C. BE APPEARANCE GRADE REDWOOD. FASTENERS AND FRAMING CLIPS SHALL BE 0 OPENING SEE NOTES 1,2L3__ ®3'-0" O.C. ® " " " 1 /2" BOLT HIDDEN A5 SHOWN. CONFIRM ANY CHANGE OF METHOD WITH ARCHITECT. Z 1 /2 CDX PLYWD. 360 lbs./ft. 8d 0 4 O.C. 8d 0 12 O.C. 0 2'-,3" O.C. " A34 0 14 O.C. „ I6d 0 3.5 O.C. „ I6d 0 3.5 O.C. 7. PLYWOOD 5HEATHIN6 SHALL BE DOUGLAS FIR (COAST REGION) HITH EXTERIOR GLUE, � 16d 0 12" O.C. SEE NOTES 1,2,3 THICKNESS AND PANEL INDEX AS INDICATED ON PLYHOOD NAILING SCHEDULE. STAGGERED A „ PLYWOOD FLOOR SHEATHI N6 SHALL BE GLUED TO FLOOR, JO I STS PER APA w QIT SPECIFICATION AF6-0I. PLYWOOD SHALL BE BLOCKED AT ALL EVOE5. N SEE NOTES 1,4,5 0 4'-10" O.C. , ' 8, HOLES IN WOOD FOR LAS SCREWS SHALL BE FIRST BORED TO THE SAME 3 -SPAN MAX. DIAMETER AND DEPTH A5 THE SHANK. HOLES FOR THE THREADED PORTION SHALL SEE NOTES 1 4.5 0 V-5" O.C. ' BE BORED WITH A BIT NO LARGER THAN THE BASE OF THREAD. J CONNECTION NAILING CONNECTION NAILING 9, SCREWS SHALL NOT BE DRIVEN INTO PLACE. JOIST TO SILL OR GIRDER, TOE NAIL 3-8d CONTINUOUS HEADER, TWO PIECES, I6d ® 16" O.C., 2" BLOCKING TO JOIST, TOE NAIL EACH END 2-16d EA. END FACE NAIL ALONG EACH EDGE 1" x 6" SUBFLOOR OR LESS TO EACH JOIST, 2-8d CEILING JOISTS TO PLATE, TOE NAIL 3-8d FACE NAIL CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d WIDER THAN 1" x 6" SUBFLOOR TO EACH JOIST, 3-8d CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL 3-16d FACE NAIL CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d 2" SUBFLOOR TO JOIST OR GIRDER, 2-16d RAFTER TO PLATE, TOE NAIL 3-8d BLIND & FACE NAIL 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 0 16" O.C. TOP PLATE TO STUD, END NAIL 2-16d 1" x 8" SHEATHING OR LESS TO EACH BEARING, 2-8d STUD TO SOLE PLATE, TOE NAIL 4-8d" FACE NAIL WIDER THAN 1" x 8" SHEATHING TO EACH BEARING, 3-8d DOUBLED STUDS, FACE NAIL 16d 0 24 O.C. FACE NAIL DOUBLED TOP PLATES, FACE NAIL 16d 0 16" O.C. BUILT-UP CORNER STUDS 16d 0 24" O.C. TOP PLATES LAPS & INTERSECTIONS FACE NAIL 2-16d S MUCTURAL NOTES 10 CEIUNG OPENINGS 7 SHEAR- !MALL & NAILING SCHEDULES 1 ARCHnr-c '8 STAW . Q O Z cc I X H © PERMIT PLANS of AWN BY- PFKMeUr No.: PC.AK,CW 1503 CIBCK® 8Y: DAM P. COLE 01/20/2016 STRUCTURAL NOTES & SCHEDULES DETAILS AmHaEcrs sT/WP: GO W � w • �Q W •.0 4C 15Z CC A ow a • .to= <0 �j 0 C) • V Q� t of i a DETAILS ARCF:TEGM STAMP: Q O r. mi LA8 w ' Q §a; c LUW < oW - V nV U a Q ADA NOTES 8 DETAILS b" 516N AND 5YMBOLS - MATERIALS: -BLUE AND WHITE F16URE OR LETTERS ON BLUE BACKGROUND. 516N LOCATIONS BUILDING AND PARKINS:�' NOTE: FLUSH HANDLES ON STALL WIDE SIDE w MIN NOTE: SIGN CENTERED AT THE INTERIOR END OF PARKING -ALL ACCESSIBLE ENTRANCES IDENTIFIED W/ �� "A" MIN. OF ONE STANDARD SION. SPACE. AREA OF SIGN TO A TYPE MIN. OF "7O SQ. INCHES. SIGN AND SYMBOLS -MATERIALS: •REFLEGTORIZED PORCELAIN ON STEEL WITHBEADED TEXT OR EQUAL. 516N LOCATIONS BUILDING AND PARKING: " iBOTTOM m�t EDGE OF SIGN MUST STAND MIN. OF SO" HI(019SH -FREE STANDING SISNS LOCATED AT — INTERIOR END OF PARKINS SPACE MOUNTED MINIMUM OF 80" ABOVE FINISH GRADE. -u(' WALL MOUNTED LOCATED AT INTERIOR TOL ti 516NS ,� „B" END OF PARKING SPACE MOUNTED MINIMUM OF 56" ABOVE FINISH GRADE. 32' T ALL IS" 3'-0" SION AND SYMBOLS - MATERIALS: WHITE BAGK6ROUND WITH BLUE BORDER AND = I 1 'SYMBOL. SION LOCATIONS BUILDING AND PARKING: FRONT ELEVATION Vm SURFACE IDENTIFICATION OF 5PACE5 WITH - Q • INTERNATIONAL SYMBOL OF ACCESSIBILITY d- in I " MIN. L V. BLUE IMAC-� ON WHITE BACKGROUND ACCESSIBLE m ? 2 TO 42" MIN. 12" C(; REFLECTORIZED SIGNS CONSTRUCTED �0 FINE FOR OF PORCELAIN STEEL w/ BEADED TEXT ,'G„ "` �� 32" TO WALL yIOy,pMON NAPKIN dJ �\�� I7 �� 12 MAXDISPOSAL �- 60 MIN -. _.. / N ,l.—TOILET IIMDMOIIMIMIYD — SIGN AND SYMBOLS MATERIALS: PAPER ACCESS WHEN DOOR /! cowu m •REFLECTORIZED PORCELAIN ON STEEL WITH a�wwu�e.+sRa BEADED TEXT OR EQUAL. 1 !Z AT THE 51D n ���o� 516N LOCATIONS BUILDING AND PARKING: _ 48" MIN. N -ADDITIONAL DIRECTIONAL 516N5 ALONG ACCESSIBLE PATH OF TRAVEL A5 REQUIRED PARKING FACILITIES TO HAVE = � I AGr — ! "MAX WHEN D OR 7 + i � � moomOFF-STREET . SION5 AT ALL STREET ENTRANCES NOT LESS THAN I'1"X22" IN SIZE. AT TH , END SIDE ELEVATI�N PLAN (� ` I� TYPE D + AND SYMBOLS -MATERIALS: • I/4/4"" THICK MATERIAL WITH FINISHED COLOR TO DISTINCTLY CONTRAST COLOR OF ENTRY TOILE' CODE C"LEARMCES 6 ACCESSIBLE PARKING SIGN 3 PO 516NLOCATIONS BUILDING AND PARKING: i +:W4r 12" L -MEN TOILET ROOM DOORS SHALL HAVE TYPE "E„ I SYMBOLS CENTERED 60" UP ON ENTRY DOOR. I MIRROR/ GENERAL. DISABLED PARKING SPACE NOTES: 1) DISABLED PARK I NO SPACE MUST PERMIT USE OF EITHER GAR 516N AND 51YMBOLS - MATERIALS: i" MIN DISPENSER THIC MATERIAL ICOLOROF OTH D� OR TO DOORS. (Y DISTINCTLY CONTRAST I - DOOR. I 2) A PARKING BUMPER 15 REQU I RED WHEN NO CURB OR BARRIER " " 516N LOCATIONS BUILDING AND PARKING: 60001;M SHALLH VE j IS PROVIDED WHICH WILL PREVENT ENCROACHMENT OF CARS TYPE F SYMBOLS CENTEREDROOM I X I Z z OVER THE ADJOINING ROUTE. b" TA�:TILE BRAILLE: ---�` • USE CONTRASTED GRADE 2 BRAILLE. DOTS BE 0.1 INCH ON CENTER IN EACH CELL. i = I Z )-1 3) WHEELCHAIR USERS MUST NOT TO BE FORGED TO GO BEHIND • 0.2 INCH SPACE BETWEEN CELLS. t� - tT PARKED GARS OTHER THAN THEIR OWN TO ACCESS AN ❑ • DOTS RAISED MINIMUM 0.025 INCH ABOVE ADJOINING ACCESSIBILITY ROUTE. BACKGROUND. TACTILE/BRAILLE SIC7N' SHOULD HAVE THE ------ 4) THE MAXIMUM SURFACE SLOPE WITHIN THE DISABLED PARKING TYPE "G" FOLLOWING WORDING FOR EXITS: A. EXIT SPACE AND ADJOINING ACCESS AISLE MAY NOT EXCEED 2% CB. EXIT RATE 48" MIN. IN ANY DIRECTION. GENERAL NOTES: 5) CURB RAMPS MAY NOT ENCROACH INTO THE REQU I RED D I MENS I ONS O INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIDE ELEVATION OF DISABLED PARKING SPACES OR ADJACENT ACCESS AISLES. 11 UNITS STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES 6) ACCESS AISLE (LOADINO/UNLOADING AREA) MUST CONNECT TO / WHITE FIGURES ON BLUE BACK6RouND:% COLOR AN ACCE551 BLE PATH OF TRAVEL TO THE FACILITY. j I O�sINDEM�5a52. 4HENN ENFRGASENNCY DETERMINES1IT '7) THE WORDS "NO PARKING" MUST BE PAINTED ON THE GROUND APPROPRIATE SPECIAL PM16N AND COLORS MAY BE APPROVED. ©� AND ( I - WITHIN EACH ACCESS AISLE. 0 WIDTH TO HEIGHT BETWEEN 5:5 AND 1:1. = 8) EMBLEM MUST BE LOCATED IN STALL SO THAT 15 VISIBLE BY A • STROKE WIDTH TO HE16HT BETPEEN 1:5 AND 1:10. GONTAST CHARACTERS AND SYMBOL WITH I ( TRAFFIC ENFORCEMENT OFFICER WHEN A VEH I CLE 15 PROPERLY BACKGROUND PARKED IN THE SPACE (CENTERED AR ENTRANCE TO STALL ' "SANS SERF" CHARACTERS. SYMBOL © RAISED 4 RECESSED CHARACTERS 4 SYMBOLS: PROPORTIONS LETTERS AND NUMBERS MIN. 1/52"�% I ( t REGOM _ ED) TOR "VAN y -RAISED SYMBOLS MIN. 5/8 HIGH. " w1Drl-+. 1 I— -, ACCESSIBLE" WHERE APPROPRIATE � �r�,.,A TE ��4,) q) ,DESIG�lr�._.,A,PARKINO } - I INTI �YMF3� RECESSED SYMBOLS MIN, I/4 STROKE �� I O ANSIGN TO BE AT +80 ANiI4HN MOUNTED ON 30 MIN. L L THE SION TO BE AT +36" MIN. TO BOTTOM OF SIGN. PAN ADASIGNAGE 8 ADA SICK CODES 5 ADA PARMNG NOT- 2 Wam ,rrer-W mc=_ NOTE: SURFACE OF ACCESSIBLE PARKING 51FACE(5) 4 ACCESS AISLE P. LAM. COUNTERTOP w/ 4" SHALL NOT EXCEED 1:50 GRAD I ENT (2 %) IN ANY DIRECTION s SPLASH BULLNOSE EDGE, LE ROUTt, 4ACCESS MIN e_ IF ADA TACTILE/ WINDOW BENT METAL ANGLE w/ 4 HAN IGAP ARKING AND�/.AN ACCESSIBLE . BRAILLE 516NA6E TITLE 24 TOILET ROOM ` SIONA6E CIRCLE OR :: SCREWS ®8 or, AX. SIGN - TYP. (SEED X/XX) `.\ TRIANGLELu z C l . /. � e \ 60"0 ADA �. / ` / / z IL MAX o TURNING GL RANGE _� u �:� SWITCHES F �THERMOSTATS Q 2" BULLNOSE WHEEL STOPS �► ., f ��, rGJ�00 WHEEL STOP PER PI Oz - - - - +27"MIN, yGi✓ Det-- m Ls CONTROLS 4` �p ACCESSIBILITY 17t v C ` C'S� ; PLYWD FILLER FOR STABILITY AISLE00, - PULL CHORD 7'' WALL OUTLE J "MIN 70, P. LAM. FASG I A PANEL, TI OHT �� INTERNATIONAL z Q • _ WINDOW OFMATOR AGA I NST PLMG. FIXTURE 4 STRIPES I PES SYMBOL OF - RESTROOM $ Z i i / PROVIDE SHAPED P. LAM. END AT 36" oG AGGE55I B I L I TY STALL EMBLEM 106 «.. c_v PANEL ® EXPOSED ENDS ATTACH TO FASCIA PANEL w/ 12" HIGH (S I ON TYPE "G ") cq 30X48" D,A CLE NGE ,•' L ANCHOR CLIPS 2x4 LEDGER ® TOP 4 BACK LE RS ,=� J EDGES w/ 2 16d EA STUD ER cc, 3.3a .,�,` v -T,' , / oG91TER Of�SWITGHES BETNEEN 5 AND 4 FEET OFF FLOOR RECEPTACLE OUTLETS=— Z �I DOTTED LINE I ND I GATES READ MSX HDGP CLEARANCES, KEEP ALL VANITY CONSTRUCTION WITHIN ......... ............................................:._ _.... °CENTER OF 19,x.20, AND 50 AMP RECEPTACLE SEPT PERMANTLY INSTALLED THESE LIMITS P KIN �^ BASEBOARD HEATERS) NOT LESS THAN 12" ABOVE FINISHED FLOOR. _ °FLOOR OUTLETS ACCEPTABLE NEXT To SLIDING PANELS OR WALLS AND OTHER _ �' FINISH FLOOR SPECIAL C0NVETUENCE LOCATIONS. oBA.�OARD OUTLETS ACCEPTABLE IN RELOCATABLE PARTITIONS AND WINDOW WALLS. 011-011 MIN. �_ �� 8 O MIN. AT �� q -O MIN. VAN ACCESSIBLE ADA RES i tiOO i PLAN! 10 GEN'L ADA CLEARANCES 7 SIMM CONSTRUCTION 4 ACCESSIBLE VAN PARMNG I imffg __ p t�_ I yx a_rw $Nl" ARCF:TEGM STAMP: Q O r. mi LA8 w ' Q §a; c LUW < oW - V nV U a Q ADA NOTES 8 DETAILS HVAC NOTES I PROVIDE ALL MATERIAL AND EQUIPMENT AND PERFORM ALL OPERATIONS NECESSARY TO COMPLETE PLUMBING PIPING, THERMOSTATS: HONEYWELL T7200 FIXTURES AND TRIM INDICATED I N THE DRAW I NGS, SPECIFIED MAIN DUCT PLENUMS SHALL BE RECTANGULAR 26 GA. HEREIN, AND REQU I RED TO PROPERLY COMPLETE THE WORK GALV. SHEET METAL AND COMPLY WITH LOCAL ORDINANCES. BRANCH DUCTS: FLEXDUCT WITH R-4.2 MIN. INSUL 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVIDE SECONDARY CONDENSATE PANS IN ATT I G COMPLETE TECHN I GAL DESIGN OF THE PLUMBING SYSTEM IN PLUMB 1 NC CONTRACTOR TO PROVIDE I" PVC CONDENSATE ACCORDANCE IN ACCORDANCE W 1 TH THE DESIGN SCHEMAT I G DRAINS SUPPLY GRILLES: SHOEMAKER 500 SERIES DRAWINGS AND IN CONFORMANCE WITH ALL PERTINENT REGULATIONS. RETURN REGISTER5: SHOEMAKER FG SERIES FILTER GRILLES I 3 VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTINGUTILITIES. I HVAC BALANG I NG SHALL BE PER CEO SECT i ON 121(F). WITH NOTIFY ARCHITECT OF ANY CONFL I GTS PREVENT I NC 1 ! VENTILATION DOCUMENTED PER TITLE 8, SECTION 5142(b) OF OR EFFECTING PROPER COMPLETION OF THIS WORK. I 1 THE GAL I FORN I A SAFETY CODE. 4 VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OF NEW ! ! ! CERTIFY THAT SYSTEM INSTALLATION MEETS FIXTURES 5HOWN ON ARCHITECTURAL PLANS. I I VENTILATION REQUIREMENTS. I ! 5 SUBMIT MANUFACTURER'S DATA ON ALL NEW FIXTURES I ! HVAC BALANCING SHALL BE PER CEO SECTION 121(f), WITH AND VALVES SHOWING LOCATION OF EACH I I I VENTILATION DOCUMENTED PER TITLE 8, SECTION 5142(b) INSTALLATION. OF THE GAL I FORN I A SAFETY CODE. CERTIFY THAT SYSTEM 6 WORKMANSHIP SHALL BE BY MECHAN I G5 SKILLED IN THE I I INSTALLATION MEETS VENTILATION REQU I REMENT5 TRADE AND SHALL REPRE5ENT THE BEST MODERN PRACTICE I I L REQUIREMENTS. OF THE TRADE. ------ ----- ANY APPLIANCE FOR WH I GH 15 A GAL I FORN I A STANDARD UPON COMPLETION OF THE PLUMBING SYSTEM INSTALLATION, I F-STABL 15HED IN THE APPL I ANGE EFF I G I ENCY STANDARDS CHECK, TEST AND REGULATE THE 5Y5TEM AS REQU I RED TO i MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS INSURE PROPER PERFORMANCE. GLEAN ALL FIXTURES. I 4" 55 CERTIFIED TO THE COMMISSION, AS SPECIFIED IN THOSE REPAIR OR REPLACE ANY WORK OF OTHER TRADES I G®TC REGULATIONS,THAT THE APPL I ANGE GOMPL I ES WITH THE DAMAGED BY THIS OPERATION, AND PROMPTLY REMOVE RESTROOM I I APPLICABLE STANDARD FOR THAT APPL I ANGE. E AEBR 15, WA5TE AND SURPLUS MATERIAL FROM THE 51 TALL D I 106 INCLUDED ARE ROOM AIR CONDITIONERS, CENTRAL AIR OF THIS OPERATION. GOND I T I ON I NG HEAT PUMPS (REGARDLESS OF CAPACITY, 8 COORD I NATE ALL TRENCHING WITH GENERAL CONTRACTOR. ! 1 EXCEPT THAT REQUIREMENTS FOR CENTRAL AIR q ALL VENTS THRU ROOF SHALL BE COMBINED TO LIMIT ROOF I I CONDITIONING HEAT PUMPS WITH COOLING CAPACITY OF PENETRATIONS TO ONE ON EACH END OF THE ENTRANCE SIDE VAR 135,000 BTU/HR OR MORE APPLY TO HEATING OF ROOF (SHOW CLEARLY ON SHOP DRAWINGS). IF NOT, I (E) 6A5 DWH -TEE FOR �� (N) 2 55 PERFORMANCE BUT NOT COOLING PERFORMANCE), OTHER CONFIRM LOCATIONS WITH ARCH I TELT. I HOT 4 GOLD WATER FOR 1 CENTRAL AIR GOND I T I ONERS WITH COOLING GAPAG I TY I RE5TROOM 106 1 LE55 THAN 135,000 BTU/HR, FAN TYPE CENTRAL 10 PLUMBING F I TTI N05 I NCLUD I NC LAV. FAUCETS AND SINK I ! FURNACES SHALL HAVE BEEN CERTIFIED TO THE FAUCETS SHALL BE CERTIFIED IN ACCORDANCE WITH G.E.G. I O (E) ATTIC ACCESS (� ------ CALIFORNIA ENERGY COMMISSION BY ITS 2-5314. I <t MANUFACTURER TO COMPLY W 1 TH THE APPL I ANGE 11 PROVIDE MATER I ALS AND INSTALL IN ACCORDANCE W 1 TH THE I I EFFICIENCY STANDARDS. LATEST "CPG", LOCAL CODES AND REGULATIONS. 1 (N) REFR L I NES NEAR 12 CONNECT EACH FIXTURE WITH THREADED STOP VALVE UNLESS OTHERWISE APPROVED. PROVIDE ESCUTCHEON AT EACH PIPE I GL6 IN SHOP I PENETRATION OF WALL OR GE I L I NC. ALL EXPOSED PIPE TO I ii BE CHROME PLATED. ! I F G_ I 13 ALL WATER SUPPLY PIPING SHALL BE TYPE "L" COPPER I F_1 ----� i E 4" 55 I f''` ABOVE GRADE AND TYPE K BELOW GRADE TO 6" ABOVE VT ---- ; TO (E) I (E) RCTR o GAP SINK BRANCH IN, Y;IALL GRADE. INTAKE SEPTIC I I TTHRU 14 PROVIDE WATER HAMMER ATTENUATION AIR CHAMBERS PLUG (E) ; ; TANK I ROOF w/ 44 WASTE PIPE FOR ALL FIXTURES.I N " DAMPER v 2 MIN BELOW I 15 ISOLATE ALL PIPING FROM STRUCTURE WITH TRI50LATORS OR I FLOOR -GAP 1 APPROVED EQU I VALENT. I w/ GONG I 16 CONNECT GAS EQUIPMENT WITH SHUTOFF GOOK, (oil DIRT LEG ANDI I (E) RcS P-1 I UNION. WHERE UNIT 15 SUSPENDED, PROVIDE SWING JOINT IN I I PIPING WHERE UNIT 15 V 1 BRATI ON ISOLATED, INSTALL APPROVED I 1 ISOLATOR FLEX CONNECTORS. I I I I 1 I (N) 2"X12" PVC CHASE I FOR (F) AQUARIUM AT I FLOOR LINE - GROUT I WAC N'C�S 11 PLUMmolftimmG Nultb 8 I 1 SEAL GAP BOTH ENDS I I I AT SENSOR 1 0 ! Co=. C� P NO Io I 1 AT SENSOR 2 I 1 m OUTSIDE AIR CALCULATIONS SCHF.I�ULE OF GONNF.Co TI ONS F -I AREA = 241 5F (+ 25c%VOLUME = 25�OF I � �. -------- ---------------- V WASTE GOLD WATER HOT WATER CEO = 247 X .15 = 51 GFM 1 I I BRANG UTLET BRANCH OUTLET BRANCH OUTLE ASHRAE = 25a6 X 2/60 = 8-1 GFM FIXTURE 5YMVENT I WATERCLOSE WG 511-411 511-411 3/4" 1/2" F-2 AREA = 218 SF I 1 VOLUME = 2250 OF CEO = 218 X.15 = 33 GFM LAVATORY L 1 1/2" 2" 11/2 3/4" 1/2" 3/4" 1/2" I ! A5HRAE = 22a0 X 2/60 = '16 GFM I I F-3 AREA = 130 SF SINK 5 11/2 2 11/2 3/4 1/2 3/4 1/2 I I VOLUME = 1251 OF 1 CEO = 130 X .15 = 20 GFM HOSE BIBB HB -- 3/4" 3/4" I I ASHRAE = 1257 X 2/60 = 42 GFM 1 1 VENT COOL I NG = 6143 OF ® 4 CHANGES I PER HOUR = 500 GFM 1 HVAC EQU 1 PMENT 1 I F/0-1 DAIKIN CTX512HVJU WALL MOUNT FAN COIL 1 I UNIT - 205V, 10, 0.4A I I F/0-2 DAIKIN CTXS 12HVJU WALL MOUNT FAN COIL I UNIT - 208V, 10, 0.4A � - CTX512HVJU WALL MOUNT FAN COIL F/G 3 DAIKIN UNIT - 208V 1 0.4A ._.... HP -I DAIKIN 4MXS520VJU HEAT PUMP OUTDOOR SECTION. 208V, 10, MGA= ISA, FUSE MAX =20A 1-1.2 SEER F- I DAYTON 500 GFM w/ DIFFERENTIAL THERMOSTAT SENSOR I IN OUTER OFF ICE NEAR GLC, SENSOR .2 OUTSIDE UNDER EAVE NEAR F/0-3 EF- I PANA50N I G FV- I I VQC5CE I L I NG EXHAUST FAN 100 GFM, 115V, MGA=1A WA0EQUIRIMENTI 10 DOUGH IN SCHEDULE- 7 HVAC Ca P L UIVIBIG PLAN I No Em— vl*�_ _T__.r _ _ _ Apogmcrs sTAw. i I i i i i I f Rossini I �- :# i f w W �. a X52*aCO)c Ww�a owi <0 a �o Iccr Q� a MECHANICAL AN= I PANEL BOX I I ® ELECTRICAL PANEL j r DUPLEX OUTLET r'r 5PLIT-WIRED DUPLEX OUTLET PANEL 'A' FED FROM MAIN DED I GATED G I RGU I T I N ADJACENT BU I LD I NG � !DD , L FLOOR RECEPTACLE ��. FI DUPLEX GFI RECEPTACLE --..._.._---_--_--_ _....___...—_--- ._...—_-- ..._.. _ -------� �!T____ •� QUAD. RECEPTACLE o 4 $ DUPLEX RECEPTACLE w/ MOUNT HEIGHT FROM FLR. I 20 V 220 VOLT DUPLEX OUTLET I ANEL i -69 SWITCH 0+56" A.F.F. U.O.N. j SEE 7/RIO I 5 -WAY SWITCH I O I -fes— SWITCH W/ DIMMER O RECESSED L.E.D. L 1 GHT FIXTURE I I O 1 l....._____— O RECESSED L.E.D. WALL WASH FIXT I ---� I I � I . v v v. TRACK L I GHT I I -0-- L — — — — — 0--L----- I LIGHT FIXTURE WITH FAN I ® FLUORESCENT LIGHT FIXTURE (L I THON I A TL5440-12OE5) ® RECESSED FLUORESCENT FIXTURE (L I THON I A TLB440-120E5) 12 ® FLUOR L I GHT F I XTURE PARABOL 10 D I FFUSER I I I 1I�1�Op' I ® FLUORESCENT STRIP LIGHTS I O I I —•—•— ROPE LIGHTS I I I LIGHT FIXTURE CEILING MOUNT I I L 1 GHT FIXTURE WALL MOUNT I I I I I BULLET 5POTL I GHT I 6 O ! O I I SURFACE MOUNT UPL I GHT H.I.D. SPOT LIGHT FIXTURE I I I LIGHT FIXTURE WITH FAN CEILING MOUNT I O O6 I I = I EXHAUST FAN I I I O I I i I O O I JO JUNCTION BOX i O O 7 0 O DISCONNECT SW 1 TCH (FUSE SIZE PER MANUFACTURER) I I I I EXIT SIGN � O THERMOSTAT I I I I 0 T.V. GABLE RECEPTACLE WIRE ALL ® TELEPHONE I I TELEPHONE / DATA RECEPT. RECEPTACLE w/ 4 PAIR I O I CATEGORY 5 TWISTED I 7 O I PAIR GABLE O I I I I LIGHT 8(ow)HEDULE 11 LEGEND 8 I O 1 1 6 I PANELBOARD SCHEDULE E) I I I I (ED) -C2 - — — — — — — — — — — — — — — — — — — — — A120/240 VOLTS 1 PHASE 3W PANEL MOUNTING ❑ FLUSH 125 AMP MAIN ❑ LUGS ^��E ®BRKR I° i i i i i ° ° ��,��� ® SU RFA, I I G '-- --- �F — BREAKERSBRANCHI I I AMP cIRcIR. AMP ITEM RATIN NO. - O . ]LOAD IN WATTS N0. RATING ITEM .... ............ ..... .......---- l- -- --I I- .............L__........_ 1 5 ER 40//1 2 30//I II II I II II SHOP W4ELDER 3 1 1 O I I I l i ! I I II II SHOP L 1 GHTS2 0 cj 6 20 SHOP/OFF I GE OUTLETS _j I- J 5HOP/OFF I GE OUTLETS 4 L I GHT5 20 7 8 2 SHOP OUTLETS pAwnL oAp nmrmm 7 ELECTRICAL PLAN 'I i _---- ------ -- _._ .._._. .. 1 1�Ap' i W c u; i W .L de65zcc ca W w�4c ow • V op Ic . a w O Cg13 a I ELECTRICAL I i _---- ------ -- _._ .._._. .. i k I i I I� I _ e k W c u; i W .L de65zcc ca W w�4c ow • V op Ic . a w O Cg13 a I ELECTRICAL I i