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Home My WebLink AboutBuilding PlansGYPSUM BD. TO BE ON BOTH SIDES OF STAIR ENCLOSURE WALLS 0033 SECTION. GfROSS SECTION 3/16" = P-0" Y F� RST FLR 2 C O3,5 SECTION. 3/16" = 1'-0" T.D.P. , 3 0055 5CTION 3/16" = 1'-0" FIRST FLR. z Ltjv ATE: 8/10/01 SHEET NO. cH-I I i 1 6TAI WELL MECH. ` `0 MECP. 7.7 ,, � // �► T.D.P. 3 � .�.�.� ,� v�,.,.,�,�,{/::. ,5,a..... r7 0 jr _ u COPY _®��oJ SNARED ' ROOM m OFFICES 0033 SECTION. GfROSS SECTION 3/16" = P-0" Y F� RST FLR 2 C O3,5 SECTION. 3/16" = 1'-0" T.D.P. , 3 0055 5CTION 3/16" = 1'-0" FIRST FLR. z Ltjv ATE: 8/10/01 SHEET NO. cH-I I i 1 WALL SECTION 3 3/4" = I'-0" :M KING ON :KING, VERTICAL, 6 16" O.C. �-- E.IF.S. ON 2" RIGID INSULATION [DETAIL 4 1 1/2" 12 12 CLASS 'C' ASPHALT 12 SHINGLES ON 15 LB 8 ��\\ I -011 FELT OVER 1/1611 O.S.B. DECKING PRE -ENG. WD. TRUSSES m 24" O.C. \�� CONFIGURATION BY TRUSS MFG. \� INSULATION STOP 1 1/2" MIN. CLEARANCE i MTL. DRIP, (GUTTER 4 DOWNSPOUT m /' VW (A W_ 1 �� r,' � \ 1�4 '`, ,_ i T.O.P. �x8 FASCIA BD.ON 2x8 GUTTE =; RBD. SEE 1/CH-8 FOR SEE I/CH-8 FOR - 3/8"EXT. SMART LAP SOFFIT TYPICAL MATERIAL < < ) TYPICAL MATERIAL NOTES R-38 INSULATION it W/ 2NCONT. VENT NOTES K 1/2" DRYWALL CEILING 1 li 4 1/2 COVE MOULD < 1 x Ix6 TRIM (2) 2xI2 HEADER 1" HALF ROUND JOINT `yam 1x10 TRIM . - 1/2" GYP. BD. BLOCKING, SEE DETAIL 4/CH-8 WOOD TRIM [-44- T FLASHING E.IF.S ON 2" RIGID INSULATION BEYOND 1/2" GYP. BD. -T SOLDIER COURSE T SEE 1/GH-8 FOR TYPICAL MATERIAL NOTES 4" BRICK W/ 1" AIRSPACE OVER TYVEK AIR BARRIER ON l/16" O.S.B. SHEATHING ON 2x4 STUDS W/ BATT - INSUL. (R 13). (ALL BEARING WALLS OVER 10'-0" IN HGT. TO BE 2x4 tv 12" O.C. OR ; 2x6 0 16" O.G.) cA 8 i FINISHED GRADE UJ74LL SECTION DL- " = I'-0" ANCHOR BOLT, SEE - FOUND. PLAN 4" CONC. SLAB W/ — 6 MIL. POLYTHELENE VAPOR BARRIER ON 4" PEA GRAVEL BED to SINGLE HUNG WINDOW i 8 BRICK BEYOND Ul 8 — CAULK AS REQ'D. �0 - BRICK ROWLOCK SILL - FLASHING - 4" BRICK W/ I" AIRSPACE OVER TYVEK AIR BARRIER ON 1/16" O.S.B. SHEATHING ON 2x4 STUDS W/ BATT INSUL. (R 13). (ALL BEARING WALLS OVER 10'-0" IN NGT. TO BE 2x4 0 12" O.C. OR 2x(o a 16" O.C.) —WEEPHOLES a 4' O.G. �. FINISHED GRADE 3 WALL SECTION C); --L- 3/411 = 1'-011 t! FIRST FLR. _?v ' r F� .� No. r 4330 r DATE OF r ATE: 8/10/01 SHEET NO. a :y 6 i 1 1 0 � CN Z �Z T r � m Iti _c In ATE: 8/10/01 SHEET NO. a :y 6 i 1 1 SEE 1/CH-8 FOR TYPICAL MATERIAL NOTES SEE 2/CH-S FOR TYPICAL MATERIAL NOTES I'-2 1/2 N, N T.O.P. SEE 2/CH-9 FOR TYPICAL MATERIAL NOTES 1/2" PLYWOOD ON 2x BLOCKING 1x4 TRIM BEYOND 9 1/4" 1x10 CAP (RIPPED) 10 r Ix6 TRIM ALIGN TRIM PROFILE 2x LADDER --WITH EAVE LINE OF BLOCKING WALL SECT. 3/CH-8 SEE 2/CH-9 FOR TYP. MATERIAL NOTES I — SOLDIER COURSE I!2" 4" BRICK W/ I" AIRSPACE OVER TYVEK AIR BARRIER ON 1/16" O.S.B. SHEATHING ON 2x4 STUDS W/ BATT INSUL. (R 13). (ALL BEARING WALLS OVER 10'-0" IN HGT. TO BE 2x4 tv 12" O.C. OR 2x6 a 16" O.C.) 0 FINISHED GRADE TOWS �5GTIOil G:)L3/4' s 1'-mll 0. R-38 INSULATION --' 12" DRYWALL CEILING 12" GYP. BD. FACE OF PILASTER --- LINE OF WALL BEYOND CLASS 'C' ASPHALT SHINGLES ON IS LB FELT OVER 1/I6" O.S.B. DECKING STICK FRAME DORMER INSULATION STOP 1 1/2" MIN. CLEARANCE MTL. DRIP, GUTTER E DOWNSPOUT Ix8 FASCIA BD. ON 2x8 GUTTER Bl: _ 3/8" EXT. SMART LAP SOFFIT W2" CONT. VENT 4 1/2" COVE MOULD Ix6 TRIM I" HALF ROUND AT JOINT 1x10 TRIM BLOCKING, SEE 4/CH-8 Ix6 TRIM 1/2" PLYWOOD ON 2x BLOCKING Ix4 TRIM BEYOND lAT CORNERS) 1x6 TRIM FLASHING ANCHOR BOLT, SEE FOUND. DET. 4" GONG. SLAB W/ I I 7777' 6 MIL. POLYTHELENE, VAPOR BARRIER ONI I WEEPHOLES 4' O.C. FIRST FLR 4" PEA GRAVEL BED I_ I ; f _ FIRST FLR. --�o - . j . -..' - ... IHc0 I tj ' m 1-1N15HED GRADE UJ,4LL SECTION ,4T CLU5 RM./FITNESS CENTER 3/4" = 1'-0" _T.O.P�. zUSSEs MEzz.$ T.O.F. �C, s F s k r 37ATE OF ��isss�Ba�►. z O TE: 8/10/01 SHEET NO. CH—S 1 1 1 1 12 8 12 54 l �— SEE 1/CH-10 FOR TYPICAL MATERIAL NOTES T_O.P.,� R-38 INSULATION --J I/2 DRYWALL CEILING Ix4 TRIM ON BLOCKING -J 8" BOND BEAM W/ (2) "5— BARS CONTINUOUS 8" CMU W/ 04 BARS Q 48" O.C. VERT. (24" LAP SPLICES) 4 HORIZ. JOINT RE INF a 24" O.C. SEE I/CH-10 FOR TYPICAL MATERIAL NOTES BLOCKING, SEE 4/CH-8 cA E.I.F.5 ON 2" RIGID INSULATION FLASHING BRICK ROWLOCK SILL —4" BRICK W/ 1" AIRSPACE OVER TYVEK AIR BARRIER ON 1/16" O.S.B. SHEATHING IER COURSE 0 8" BOND BEAM W/ (2) 05 —' 0 TYPICAL MATERIAL BARS CONTINUOUS — F- FIXED WINDOW WITH N 12 SAFETY GLASS N _ —14 3/8" EXT. SMART LAP SOFFIT oo n a SOLDIER COURSE SEE I/CH-10 FOR SEE 1/CH-10 FOR TYPICAL MATERIAL TYPICAL MATERIAL O 1x10 TRIM NOTES BEYOND „ 2x4 STUD BLOCKING to ~ N. BRICK BEYOND O A Ul OVER TYVEK AIR BARRIER (2) 2x12 BEAM ON 1116" O.S.B. SHEATHING SOLDIER COURSE ON 2x4 STUDS W/ BATT N BEYOND SEE I/CH-10 FOR TYPICAL MATERIAL NOTES BLOCKING, SEE 4/CH-8 cA E.I.F.5 ON 2" RIGID INSULATION FLASHING BRICK ROWLOCK SILL —4" BRICK W/ 1" AIRSPACE OVER TYVEK AIR BARRIER ON 1/16" O.S.B. SHEATHING IER COURSE �(k 0 00 0 TYPICAL MATERIAL � — F- Zyn rlx8 N 12 Ix TRIM N _ —14 3/8" EXT. SMART LAP SOFFIT oo n < SOLDIER COURSE SEE I/CH-10 FOR SEE 1/CH-10 FOR TYPICAL MATERIAL TYPICAL MATERIAL 1x10 TRIM NOTES BEYOND „ 2x4 STUD BLOCKING ' N. BRICK BEYOND Ld A Ul OVER TYVEK AIR BARRIER (2) 2x12 BEAM ON 1116" O.S.B. SHEATHING SOLDIER COURSE ON 2x4 STUDS W/ BATT • BEYOND to WALLS OVER 10'-0" IN HGT. BRICK BEYOND �- 6x6 COLUMN 0 2x6 's 16" O.G.) ,l1 BEYOND , PROJECTED BRICK ' ; STACK BOND BE- 8 YOND �4 '. , > ` ` til 0 X _. e { f✓` — ,n �(k 0 00 0 TYPICAL MATERIAL � F- uj Q�L O 0.� W O O t - FINISHED GRADE A ' n - n WALL 5 CTION AT G *rt*- I 3/4" = 1'-0" 12 4 A ;;A A A : i —SEE 1/CH-10 FOR -777 TYPICAL MATERIAL � Zyn rlx8 N 12 Ix TRIM 12" _ —14 3/8" EXT. SMART LAP SOFFIT oo n 41/2" COVE MOULD BEYOND SEE I/CH-10 FOR SEE 1/CH-10 FOR TYPICAL MATERIAL TYPICAL MATERIAL 1x10 TRIM NOTES BEYOND „ 2x4 STUD BLOCKING ' SOLDIER COURSE BRICK BEYOND Ld A Ul OVER TYVEK AIR BARRIER (2) 2x12 BEAM 1x6 TRIM IJ i1 SEE I/CH-10 FOR i f1 TYPICAL MATERIAL 1" HALF ROUND AT JOINT NOTES 1x10 TRIM Ix10 BASE TRIM BEYOND FINISHED GRADE co WALL SECTION AT PORCH 3/4" = 1'-0" SEE 1/CH-10 FOR TYPICAL MATERIAL NOTES I -777 � Zyn rlx8 N 2x BLOCKING Ix TRIM ` _ •� 3/8" EXT. SMART LAP SOFFIT SOLDIER COURSE n 41/2" COVE MOULD BEYOND ,.2 SEE 1/CH-10 FOR W3 CAP TYPICAL MATERIAL 1x10 TRIM NOTES BEYOND „ 2x4 STUD BLOCKING 2x4 STUD BLKG. SOLDIER COURSE BRICK BEYOND Ix TRIM Ul OVER TYVEK AIR BARRIER (2) 2x12 BEAM ON 1116" O.S.B. SHEATHING SOLDIER COURSE ON 2x4 STUDS W/ BATT BEYOND to WALLS OVER 10'-0" IN HGT. BRICK BEYOND �- 6x6 COLUMN 0 2x6 's 16" O.G.) ,l1 BEYOND , �4 Ix10 BASE TRIM BEYOND FINISHED GRADE co WALL SECTION AT PORCH 3/4" = 1'-0" SEE 1/CH-10 FOR TYPICAL MATERIAL NOTES I 0 � Zyn rlx8 N ^ _ FASCIA BD. T.O.P. ` _ r 3/8" EXT. SMART LAP SOFFIT n 41/2" COVE MOULD 1x6 TRIM ,.2 SEE 1/CH-10 FOR AT JOINT TYPICAL MATERIAL 1x10 TRIM NOTES � „ 2x4 STUD BLOCKING 2x4 STUD BLKG. SOLDIER COURSE Ix TRIM Ul OVER TYVEK AIR BARRIER (2) 2x12 BEAM ON 1116" O.S.B. SHEATHING SOLDIER COURSE ON 2x4 STUDS W/ BATT BEYOND WALLS OVER 10'-0" IN HGT. BRICK BEYOND TO BE 2x4 ,Q 12" O.G. OR 4 2x6 's 16" O.G.) ,l1 0 8 �4 FINISHED GRADE QU 4 AL L 5 CT I ON (D; 3/4" = 1'-0" n. " ""15ER TO SUPPORT ,LITTLE COVER 2U55 'TLE FRAMING :)N STOP HALL CLG. R-38 INSULATION :D TO CEILING, NOT TO SCUTTLE COVER * 22"x34" CLEAR OPENING (FINISHED) ATTIC ACC 55 FANS L 3/4" = 1'-0" 12 �4 V \` 1 , \ �\ A \ ,� R-38 INSULATION �I 'r �1 1/2" DRYWALL CEILING { fi 2x12 HEADER BEYOND 1/2" GYP. BD. ANCHOR BOLT 4" GONG. SLAB W/ — 6 MIL. POLYTHELENE VAPOR BARRIER ON 4" PEA GRAVEL BED .a 12" C Al CLA55 'C' ASPHALT SHINGLES ON 15 LB FELT OVER 1116" O.5.B. DECKING PRE -ENG. WD. TRUSSES 24" O.C. INSULATION STOP 1 1/2" MIN. CLEARANCE 2x8 GUTTER BRD. MTL. DRIP, GUTTER AND DOWNSPOUT I 0 � Zyn rlx8 N ^ _ FASCIA BD. T.O.P. ` _ 3/8" EXT. SMART LAP SOFFIT W/ 2" CONT. VENT 41/2" COVE MOULD 1x6 TRIM 1" HALF ROUND AT JOINT 1x10 TRIM r � � „ 2x4 STUD BLOCKING SOLDIER COURSE —4" BRICK W/ I" AIRSPACE Ul OVER TYVEK AIR BARRIER ON 1116" O.S.B. SHEATHING ON 2x4 STUDS W/ BATT IN5UL- (R 13). (ALL BEARING WALLS OVER 10'-0" IN HGT. TO BE 2x4 ,Q 12" O.G. OR 4 2x6 's 16" O.G.) ,l1 0 WEEPHOLES 4' O.C. FIRST FLR. co FINISHED GRADE WALL 6 CT I ON (,►STP 0. 4330 1 41ATF OF i a d) 7 0 111 1IL Z O �TE: 8/10/01 SHEET NO. CH -1O r 0 � Q) N L22 N �Z Z r � � Ul � d) 7 0 111 1IL Z O �TE: 8/10/01 SHEET NO. CH -1O r COLUMN CAP AND NX, -` SEE b/GH-� TRIM, �� fi� FULL HT. WALL Ix WOOD GAP Cs fP�G�� Ix4 TRIM W/ 3/4" COVE �} COLUMN CAP, 25 COLUMN CAF' AND MOULD . SLOPED SLOPED SEE 16/CH-II n GNII WINDOW HEAD TRIM, -SIATE CF f CEILING ® CEILING 8 3/4 SLOPED CEILIwx SLOPED CEILING SEE 26/cH-11 rF PANTED � •" OPEN To GYPSUM SALES AREA CLUB ROOM �1�kf ON ® ® ® ® ® ® SALES AREA MANTLE AND BRACKETS, OPEN TO SEE 28/GH-II _- FIREPLACE BEYOND KITCHEN 5 H -I 8x8 PORC.fffim Li ITIGLAZED TILE SEE DETAIL ABOVE SURROUND a#1 TYR. WOOD RASE,M Ila 1 / N 38"Wx31 3/8"H SEE 21/CH-11 _ "AJESTIC' UNIT 0 '36mDVSZ (VER ' 2x1(0 WALL IFY OPG. SITE) �Z r- z TYR WOOD BASE (p � r 0 t (Alp (DLLUB 1;M./FIT1E56 CENTER OLLF-ul ROOM G)2LU1 1�M.�5,�J.._ES A1�EA CSIM.1 � CHUB ROOM � c�.UB f�M.iS,�LES A REA 3/16" = I'-0" 3/16" - 1'-0" 3/16" = 1'-0" 3/16 I'-0" 1/4" T-6" FINISHED W-21/2" PLASTIC LAM. V-4" EQUAL EQUAL 12'-4" FINISHED C COUNTERTOP FINISHM VERIFY FINISHec 9'-i" - BAGK5PLASH, R FINISFED SUPPLY LOOSE �� 4 GUT ELEG. OUT- GROWN MOULD j LETS INTO BACK SEE 51/GH-11 STUD WALL ; SPLASH SUPPORT BRACKET 4' BACK 4 SIDE SPLASH I �� FOoi3 �� RAISED PL. LAM. ICI�� COUNTERTOP LAM. A5 REQ D — — — — Y�3690 W3630 `4 COUNTERTOP 4" BACK l SIDE SPLASH pp��, I— LAMINATE COUNTER L^M GOUNfERTo. H/ LI&HT4 DUCT \� �/ PLASTIC 15 PLASTIC LESS EXH. FAN I PLASTID LAM. TOP BRACKETS (3 TOTAL) 24" DEEP PLASTIC, TOP W/3"10 GROMMET SUPPORT BRACKETS I LAM. TOP i SEE 24/CH-11 LAM. TOP LAM. COUNTERTOP AS REQ'D I — _ — _ _ / 1 — — — — T I� — OLS O O h D 50" a" _ ss• REFI 5O' �i y51 REF{ SPACE i �� RAS �� 0 I" FILLER �� \� �� N� 24- DW � ; E RANGE,SPAGESPACE M SPACE � SPACE NN M M 536 558 B35 5556 D515 BI5 O 2x4 STUD WALL W/ ION GYP. BD. .y G:� BUSINESS CENTEF_ BUSINESS CENTEIR' 8 COPY' ii�11 g KITCHEN 1� IKITCHEN 11 KITC, EN 12 KITCHENETTE 3/16" 3/16" 3/16" = 1'-0"i'-0" 3/16"I'-0" 3/16" L1L_ 6'-8 1/2" V -S 1/2" (MEN'S) 6'-2 I/2" Q. FINISHED EQ 6,• '-8 I!1" fW�fEN� ' „ FIWSHED FINISHED FINISFi>� FINISHED FINISHED FINISHED 4'-0" 3'-6" L V-0" L V-0" V-0" Cc hb /2 Wax MIRROR" '76 1/2" WDx MIRROR 8' H R ENTEND COUNTERTOP 2' -IID" 3' -ID" 3' -ID 1/2" 3'-6" ,. W5050 W5015 103030 INTO PASS-T'HRU FIND S'-0" 4" BACK AND SIDE 1113 11111 1111S, -ID" 4" BACK AND SIDE ME o Y INN TO FACE OF CON- SPLASH SPLASH 77-1 FERENGE RM. WALL 34" DEEP PLASTIC 42" GRAS 34" DEEP PLASTIC $A"BLAM. COUNTERTOP LAM. CONTERTOP BAR 1-91.1 (8) 9'W X 12T) HJ 36" 6RAB PAPER TOWEL PAPER TOEL LCASTIG SAMDISPENSER 42" GRAB DISPENSER MTL.OKS LAM.TOP LAM.TOP C"t - PAINTED METAL (-WOOD BENCH W/ SUPPORT BRACKETS 0 i' IN FILLER 0- \_ in \ DJ^I At L 6 6 N OPEN p In m OPEN N `� H lr e a r NO NO _ 5" FILLER 5556 5" FILLER B� 2 ' SEE 2=14-111 FOR OTHER „ IF— . -- " PLASTIC LAMINATE SEE 25/GH-II FOR OTHER 18 PLASTIC LAMINATE NAT H.G. STALL ELEVATION FRONT PANEL H.G. STALL ELEVATION MFONT PANEL KITCHENETTE @LITCIIENETTE OMEN MEIN ENR WOMEN- 19 LOCKER RM. 2� BENC- 13 1(03/16" I-0 3/16" 1-0" 3/16i-0 3/16" V-0" 3'-0" 1'-21/2" Ix CAP BATHROOM NOTES: f ONE PIECE F'N'SHED FIBERSLASS UNIT I. PROVIDE REINFORCED AREAS FOR INSTALLATION 56" N x 4s HSR II BLOCKING AS OP GRAB BARS FOR TOILET AND SHOWER AREAS 15" _jl, .� REQUIRED PER ISG CHAPTER II (ACCE54" BACK AND SIDE51BILITY). 24" cSRAB BAR 34" DEEP PLASTIC (�J 2. PRE -ROCK WALLS AROUND SHOWERS, EXCEPT LAM. COUNTERTOP 5" CROWN DRAIN (WET) END THAT ARE ADJACENT TO FIRE t8" SHOWER VALVE il/ PAPER TOWEL 42" GRAB RATED WALL5. EXTEND TO CORNER OF ROOM. Ig" ,gRAB CONTROL AREA - DISPENSER IZ" e" BAR PROVIDE FIN15H DRYWALL LAYER OVER PRE -ROCK BAR r- C AFTER 5HOWER 15 IN PLACE. `� - " e 3. INSTALL FIRE BLOGKING IN WALL ABOVE 5HOWER r_ e 9 a ;n `� � tMMCOLOR) HEAD HEIGHT WHEN PLUMBING 15 IN A FIRE RATED io r in '" o N - 1X10 TRIM BD. WALL. - `^ 'P PLASTIC LAMINATE TYP. ACCESSIBLE TOILeT ALL SHOWERS TO HAVE: GLASS FRONT PANEL STALL ELEVATION fs* \ DOORS W/OBSGURE &LASS �C SL_C_61-10WER STALL 22 .POWDER = 23 ,ECCE SS I BL_ E TOILET A 2� El CKET_ 1" HALF ROUND IX GAP 3/16" = 1'-0" BLOCKING AS REQUIRED 1x4 TRIM •y 5" CROWN I" PANEL MOULD 2x CAP PAINTED GYP. BD. 5" GROWN N) 2x' BLOCKING AS REQ'D Ix CAP Ix CAP r 1X10 TRIM BD. 8" CROWN BLOCK A5 REQ'D. BLOCKING AS REQUIRED 5" CROWN ON PAINTED GYP. BD. IX6 TRIM BD. 4 LADDER BLOCK AS REQ'D. 2x BLOCKING 3/4" BASE CAP 1x6 CONT. TRIM BD. 1" PANEL MOULD P HALF ROUND 1X6 TRIM 5D.6 "H x 8"W x 6 "D WD. BRACKET Ix8 TRIM BD. Ix4 PAINTED GYP. BD. TRIM PAINTED GYP. BD. OUTLINE OF \_Ix WOOD SILL CABINET - — — — — — — — — — — — — — — Ix4 TRIM BD. PAINTED GYP. BD. ATE: 8/10/01 COLUMN CAP/ I.UIND, SHEET NO. DETAIL_ FOR FITNESS 25 WOOD PANEL_ DETAIL_ 2� CENTER � CL_UB RM, SLz__l=- WOOD EIA6E 28 WOOD MANTLE E Zg Ti�P. WIN. I-�E�ID 3� T�'f�_ WIN -SILL �IL_L_ 31 fKITCN4EN CABINET CROWN C .. y�� 311 I'-0" �� _ I'-0" .311 1'-011 1,1 1'-oll J J J J I CD C) z � W 00 N C%4 .�d('TN Z p NCN w WU w v, W ca w CL C14 ZU �•N�ti "•• --� O W o C W M c LL 0 410 OQEgFo No. r 860351 • STATE OF So 5/ ONAi 77� ATE: 08-14-01 EV: SHEET NO. p �l J h C) z � W Oz Z w 410 OQEgFo No. r 860351 • STATE OF So 5/ ONAi 77� ATE: 08-14-01 EV: SHEET NO. p �l J h i i i i i i i i i i i i ' �y r r i A I A NOTE: ADDITIONAL. WIRING REQUIREMENTS FOR POOL/SPA EQUIPMENT TO BE FURNISHED BY POOL CONTRACTOR PRIOR TO DRYWALL PHOTO CELL (CLL CONTRACTOR'S NOTES: (APPLIES TO ALL SHEETS) I. CONTRACTOR SHALL VERIFY LOCATION f MOUNTING HEIGHT OF ALL ELECTRICAL 5WITCHE5, ELECTRICAL OUTLETS, TELEPHONE OUTLETS, ETC., WITH ARCHITECT, OWNER, 4 EQUIPMENT SUPPLIER PRIOR TO ANY ROUGH -IN. GENERAL NOTES: I. ELECTRICAL 5Y5TEM SHALL BE GROUNDED IN ACCORDANCE WITH THE LATE5T REQUIREMENT5 OF THE NEC. SYSTEM SHALL BE GROUNDED TO THE GOLD WATER 5ERVIGE AND TO THE BUILDING STEEL. FURNI5H AND IN5TALL A GROUND JUMPER WIRE AGRO55 WATER METER. 2. ALL WIRE5 SHALL BE COPPER. 51ZE PER CODE. 5. FURNI5H AND IN5TALL TYPE WRITTEN PANEL DIRECTORY. IDENTIFY AND LABEL ALL ELECTRICAL 5ERVIGE EQUIPMENT. LABEL ALL METERS WITH PERMANENT ADDRE55. 4. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT5 AND MOUNTING DETAIL5 FOR ALL FIXTURE5 AND EQUIPMENT, WHERE APPLICABLE. HEIGHT DIMEN51ON5 ON PLANS OR INDICATED IN NOTE5 5HALL BE TO THE TOP OF THE DEVICE. 5. 5WITGHE5 5HALL BE MOUNTED 4'-0" ABOVE FLOOR. 6. REGEPTAGLE5 AND TELEPHONE OUTLETS 5HALL BE MOUNTED NO LE55 THAN 15" ABOVE FLOOR UNLE55 OTERWI5E NOTED. 1. AD.R)5T CIRCUIT'S A5 NEEDED OR REQ'D. BY CODE, LABEL PANEL. b. FIRE/5MOKE, 5EGURITY, GGTV 4 WATER 5UB-METER MONITORING 5Y5TEM5 TO BE DESIGNED BY TRADE GONTRACTOR5. NOTE,5TRO5E LIGHTING FOR FIRE MONITOR5 MUST BE IN5TALLED PER CHAPTER It OF I9cib HANDICAP CODE. 9. GELIIN6 FAN5 W/ LIGHT 5HALL HAVE GONTROL5 FOR LIGHT DIMMING AND FAN 5PEED. 10. ALL TELEPHONE WIRE TO BE GAT. 5 51X PAIR WIRE W/ JUNCTION BOX IN CL05ET (TO BE DETERMINED BY G.GJ PHOTO CELL CLUB HOUSE PANEL 50HEDULE: CIRCUITS USE WIRE SIZE DEDICATED CIRCUIT ALARM SYSTEM, PER MANUF. REQ. DEDICATED CIRCUIT SOUND SYSTEM, USE PER MANUF. REQ. DEDICATED CIRCUIT TREAD MILL RECEPTACLE(5), PER MANUF. REQ. t3 THREE-WAY 5WITCH I - IF - 20 AMP COPIER ROOM RECEPTACLES #12 3 - IF - 20 AMP COMPUTER RECEPTACLES 012 I - IF - 20 AMP EXTERIOR RECEPTACLES #12 1 - IF - 20 AMP EXTERIOR LI&HTIN6 #12 1 - IP - 20 AMP KITCHEN DISPOSAL #12 1 - IF - 20 AMP KITCHENETTE DISPOSAL #12 1 - IF - 20 AMP DISHWASHER #12 2 - IF - 20 AMP KITCHEN RECEPT. #12 2 - IP - 20 AMP R. HOOD/L16HT/FAN/MICROWAVE #12 B - 2P - 30 AMP A/C UNIT #10 5 - IF - 20 AMP$ FURNACE #12 I- 2P - 50 AMP* RANGE #5 2 - IP - 20 AMP41 &A5 UNIT HEATER 010 2 - IF - 15 AMP EXIT t EMERGENCY L6HT5. #14 26 - IP - 20 AMP SEN. LTG, t RECEPT. #14 * VERIFY WITH MANUFACTURERS REQUIREMENTS FI ST FL00f;R ELECTRICAL FLAB 3/16" = I'-0" PHOTO CELL CELL CLUBHOUSE FIXTURE 50HEDULE: ELECTRICAL SYMBOL KEY TYPE SCHEDULE USE t3 THREE-WAY 5WITCH A TO BE SELECTED EXTERIOR # SWITCH BY OWNER B PR06RE55 #P -1149 -IDES VANITY D DIMMER 5WITCH POLISHED BRASS 2-F 40A LAMPS D, THREE-WAY DIMMER SWITCH C LITHONIA L5240A GENERAL 1 (2) F 4011 LAMPS r MOMENTARY SWITCH D LITHONIA C5140A TOILET RM. 4:c OUTLET (1) F 4011 LAMP E PRO6RE55 #P6621 HALL 10--Gn 6ROUND FAULT INTERRUPTER WHITE ! PI5 RECE59. (U-1511 HALF -SWITCHED OUTLET F LITHONIA #EH400M12AC, GYM RECESSED 120V 40ON 99- 220 VOLT OUTLET METAL HALIDE PROVIDE PROTECTION BD. �& w WATER PROOF OUTLET AROUND FIXTURE FOR INSULATION ISOLATION SURFACE MOUNTED FIXTURE 6 PROSRESS #106621 GENERAL CEILING PENDANT FIXTURE P6669-22 SPECULAR WHITE d PIS RECESS. O RECE55ED CAN FIXTURE (U-1511 H PR06RE55 #P-3555-10 VANITY Q DIRECTONAL RECESSED CAN FIXTURE POLISHED BRA55 5-66011 WHITE LAMPS SOFFIT FLOOD LIGHT J PR06RE55 #P6018-30118 (2) 1511 T6 KMATTERY EXITS -0 WALL MOUNTED FIXTURE BACK v TELEPHONE JACK K PR06RE55 P6000-5OH5 EMER6. (2) 1.211 13 LAMPS ® EXHAUST FAN L KEYLESS PORCELIN FIXTURE W/ BULB EXHAUST FAN WITH LIGHT M PR06RE55 #P6622 WHITE t P13 RECE55 Q CABLE TELEVISION JACK N (I) -15W PROGRESS #108615-30 5 SMOKE DETECTOR WHITE 4 P-15 RECE55 (1) 1511 EXIT SIGN P PRO6RE55 #P5656-51 BLACK Q PRO6RE55 #P3514-10 METAL HALIDE; RECESSED BRASS 5ALE5 FIX. (3) 15H COMP. FL. O400K ® W/ HEAT RESISTANT, INSULATED R PR06RE55 OF 1006 I-FI5W ENGL05URE AND WIREGUARD 5 SEAGULL LI644TIN6 6YM/FITNE55 CEILING FAN #1590-15 01-6. FAN T PR06RE55 #P3562-10 BUSINESS CENTER FLOURE56ENT FIXTURE C� EMER.612rY LIGHT UNDER -CABINET LI6HT JUNCTION BOX FOR WALL SCONCE P140TO CELL ff 4 ��r rY�y ��. •�1 i;w u r., M V � N .'-l� 'lltis:at y . Cn z 0 } ATE: 8/I0/0I SHEET NO. GN -EI a d GFI GFI GFI QGFI FURN. UJ.H. IU.H. PURN. �•� _I F-7 / 1 GFI I 44. If �I' � 1✓ui�. I I to \\`------- __------- ILI 1 � 1 � �� i-CNGFI i I I i I I I I I I I I I I I i I I 1 I I I MEZZANINE ELECT RICAL FLAN. 9/16" = P-0" 11 II I I I I Ii I I I I I I I I I I I I I I I I I I I I I I I I I I I C %STfi 0. 4330 r SIAT o+ w .w I 4 ATE: 8/10/01 SHEET NO. ♦N u�t � Z O Q � Q � U Z w J \ t W �C Z �C N � W z ATE: 8/10/01 SHEET NO. ♦N On GONG. BLOCK - • ••1'A9D 1/2" EXP. JOINT IN CENTER OF FLOOR 4" CONC. SLAB ON GRADE 10 esu ef� esb BRICK VENEER W/ FIBERMESH REINF. ON 1L SOLDIER RETURN MIN. 24" 6 MIL THICK VAPOR 4 I �I 2" RIGID INSTIL.:� COURSE BARRIER OVER 4" MIN. -� W/ FIBERMESH REINF. ON FILL GRANULAR FILL N , <' 6 MIL THICK VAPOR F3ARRIER TO DAYLIGHT W/ BLDG. 8 CONCRETE WALL4" 4" BRICK FELT OVER AND MIN. iT OVER 4" MIN. GRANULAR e ' I/l" EXP. JOINT EACH SIDE LEDGE FILL O DAYLIGHT WITH BLDG O •" s� SPREAD FOOTING W/(3) 05 BARS °'' O FELT OVER AND MIN. ,. <. A a0 • °670� to loon or } 2411W x 12"D POURED CONC. SLOPE I/8" / FT. ---.- •., IL W4" SLAB 00b0 -boo •O ii 2" RIGID INSULATION RETURN MIN. 24" • .•.. — LPI—CJI —I RETURN MIN. 24" GRADE •n. Li1�Tl-1<ll Z - • �I r Y- - 12" CONCRETE WALL 8" CONCRETE WALL I 117- I Z • Z ; • 10" TRENCH �----- -----=—I------=--- 4" CONT. DRAIN TILE voO m - a FOOTING c .' 8 s O 0 ,Q .4 QO 4" CONT. DRAIN TILE o /.: • �.:.' ., TO DAYLIGHT W/ BLDG. ° TOP OF FOUNDATION ' 24"W x 12"D POURED CONCRETE FELT OVER AND MIN. e _ . � 2'-0" GRAVEL FILL 3011W x 12"D POURED CONCRETE GENERAL NOTES: SPREAD FOOTING W/(3) 45 BARS I. ALL CONC. BLOCK CORES ABOVE CONTINUOUS AND 04 BARS VERTICAL FINISHED FLOOR SHALL HAVE AT 48" O.C. KORFIL INSULATION INSERTS 2. INSTALL PRECAST CONC. LINTELS ABOVE OPENINGS IN CONC. BLOCK WALLS 3. FILLS CORES SOLID AT ALL POINT LOAD LOCATIONS AS NOTED ON PLAN ®l�Np �� I ON�[: �� I �. 5 4" CONC. SLAB W/ F15ERMESH REINF. OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" GRAVEL FILL. 80 Ic . 00 7 o 0719301\0, A I i I Il! - 2'-01° CONTINBUDUS AT CMU WALLS THIGKENEp SLAB pETAIL OUNE)ATION E)TAIL FOUNDATION [DETAIL 3 1/2" DIAM. X 18" ANCHOR BOLT AT 48" O.C. 1/2" EXP. JOINT 1/1" EXP. JOINT 4" CONC. SLAB ON GRADE 4" CONC. SLAB ON GRADE W/ FIBERMESH RMNF. ON W/ F15ERMESH REINF. ON 6 MIL THICK VAPOR 6 MIL THICK VAPOR BARRIER OVER 4" MIN. BARRIER OVER 4" MIN. GRANULAR FILL GRANULAR FILL BRICK VENEER I \N !N PROVIDE FLOOR DRAIN CONC. WALK/RAMP • ••1'A9D 1/2" DIAM. X 18" ANCHOR IN CENTER OF FLOOR 4" CONC. SLAB ON GRADE 10 esu ef� esb BOLT AT 48" O.C. BRICK VENEER SOLDIER RETURN MIN. 24" 4" CONC. SLAB ON GRADE I �I 2" RIGID INSTIL.:� COURSE I/2" EXP. JOINT W/ FIBERMESH REINF. ON FILL EACH SIDE EXP. JOINT8" 6 MIL THICK VAPOR F3ARRIER TO DAYLIGHT W/ BLDG. 8 CONCRETE WALL4" 4" BRICK FELT OVER AND MIN. iT OVER 4" MIN. GRANULAR � Q I/l" EXP. JOINT EACH SIDE LEDGE FILL O DAYLIGHT WITH BLDG O •" s� SPREAD FOOTING W/(3) 05 BARS °'' O FELT OVER AND MIN. ,. <. A a0 • °670� to ' • V-0" GRAVEL FILL o ., or } 2411W x 12"D POURED CONC. SLOPE I/8" / FT. ---.- SPREAD FOOTING WITH (3) IL W4" SLAB 00b0 -boo •O ii . '1-6 1 6-4 I' -r,&" CVO RETURN MIN. 24" GRADE •n. 8° - • 2" RIGID INSULATION - 8" CONCRETE WALL RETURN MIN. 24" I Z Z ; • 10" TRENCH �----- -----=—I------=--- 4" CONT. DRAIN TILE • :4. m - a FOOTING 8" CONCRETE WALL .' a: s O 0 4" CONT. DRAIN TILE �� O .4 QO • TO DAYLIGHT W/ BLDcG. \ " 1 I I ' ° FELT OVER AND MIN. �rv�o TOP OF FOUNDATION ' 24"W x 12"D POURED CONCRETE 2'-0" GRAVEL FILL ; e _ . � CONTINUOUS FOUNDATION 2411W x 12"D POURED CONCRETE AT STOOP SPREAD FOOTING W/(3) «5 BARS CONTINUOUS OUNE)ATION E)TAIL FOUNDATION [DETAIL 3 1/2" DIAM. X 18" ANCHOR BOLT AT 48" O.C. 1/2" EXP. JOINT 1/1" EXP. JOINT 4" CONC. SLAB ON GRADE 4" CONC. SLAB ON GRADE W/ FIBERMESH RMNF. ON W/ F15ERMESH REINF. ON 6 MIL THICK VAPOR 6 MIL THICK VAPOR BARRIER OVER 4" MIN. BARRIER OVER 4" MIN. GRANULAR FILL GRANULAR FILL BRICK VENEER I \N !N PROVIDE FLOOR DRAIN CONC. WALK/RAMP FOUNDATION pET,41L 4" CONT. DRAIN TILE TO DAYLIGHT OR SUMP PIT W/BLDG. PELT OVER AND MIN. 2'-0" GRAVEL FILL 24"W x 12"D POURED CONCRETE SPREAD FOOTING WITH (3) 05 BARS CONTINUOUS FO®SIN DET�A�IL 8 FOUNDATION NOTES: I. ALLOWABLE SOIL PRESSURE 1500 PSF 2. FLOOR SLAB AREAS TO BE COMPACTED TO 95% MAX DENSITY. 3. STRUCTURAL CONCRETE FOOTINGS 2500 PSI. 4. CONC. SLABS: 3000 PSI FOR FLOOR SLABS, 4000 PSI FOR EXTERIOR SLABS. 5. PROVIDE 1/2" DIA. x 10" LONG ANCHOR BOLTS AT POURED CONCRETE FOUNDATIONS. PLACE ANCHOR BOLTS WITHIN 12" OF EACH END OF PLATE AND AT MAXIMUM OF 6'—O" O.G. 6. ALL FOOTING DEPTHS SHALL BE MIN OF 30" BELOW FINISH GRADE. ALL FOUND. WALL STEPS TO BE TO BRICK COURSING. 1/2" DIAM. X 18" ANCHOR • ••1'A9D - IN CENTER OF FLOOR 4" CONC. SLAB ON GRADE 10 esu ef� esb W/ FIBERME5H REINF. ON BRICK VENEER 6 MIL THICK VAPOR BARRIER RETURN MIN. 24" ° ° I �I 2" RIGID INSTIL.:� °o. t°�° 4�RETURN I/2" EXP. JOINT MIN. 241/2" FILL EACH SIDE EXP. JOINT8" TO DAYLIGHT W/ BLDG. 8 CONCRETE WALL4" FELT OVER AND MIN. iT � Q • CONT. DRAIN TILE TO tp . O DAYLIGHT WITH BLDG O •" s� SPREAD FOOTING W/(3) 05 BARS °'' O FELT OVER AND MIN. ,. <. A a0 • °670� to ' • V-0" GRAVEL FILL o ., or &RADE 2411W x 12"D POURED CONC. W-411 ll -r,811 '11-611 SPREAD FOOTING WITH (3) S BARS CONTINUOUS SEE PLANS '1-6 1 6-4 I' -r,&" FOUNDATION pET,41L 4" CONT. DRAIN TILE TO DAYLIGHT OR SUMP PIT W/BLDG. PELT OVER AND MIN. 2'-0" GRAVEL FILL 24"W x 12"D POURED CONCRETE SPREAD FOOTING WITH (3) 05 BARS CONTINUOUS FO®SIN DET�A�IL 8 FOUNDATION NOTES: I. ALLOWABLE SOIL PRESSURE 1500 PSF 2. FLOOR SLAB AREAS TO BE COMPACTED TO 95% MAX DENSITY. 3. STRUCTURAL CONCRETE FOOTINGS 2500 PSI. 4. CONC. SLABS: 3000 PSI FOR FLOOR SLABS, 4000 PSI FOR EXTERIOR SLABS. 5. PROVIDE 1/2" DIA. x 10" LONG ANCHOR BOLTS AT POURED CONCRETE FOUNDATIONS. PLACE ANCHOR BOLTS WITHIN 12" OF EACH END OF PLATE AND AT MAXIMUM OF 6'—O" O.G. 6. ALL FOOTING DEPTHS SHALL BE MIN OF 30" BELOW FINISH GRADE. ALL FOUND. WALL STEPS TO BE TO BRICK COURSING. 1/2" DIAM. X 18" ANCHOR 24'-8" 4'-8" BOLT AT 48" O.C. SEE PLANS 4" CONC. SLAB ON GRADE 10 I� W/ FIBERME5H REINF. ON BRICK VENEER 6 MIL THICK VAPOR BARRIER RETURN MIN. 24" ° ° I �I OVER 4" MIN. GRANULAR •.. I/2" EXP. JOINT FILL EACH SIDE TO DAYLIGHT W/ BLDG. 8 ' FELT OVER AND MIN. iT � Q 2'-0" GRAVEL FILL Oo — — — — — — — — — — — — — — — — -------- — Y- BLOM 1/4" / FT. SPREAD FOOTING W/(3) 05 BARS n.�e�0o CONTINUOUS A a0 • °670� to °a tt or &RADE �O W-411 ll -r,811 '11-611 8� 2" RIGID INSULATION \ \ '1-6 1 6-4 I' -r,&" RETURN MIN. 24" 8° - - 8" CONCRETE WALL DROP TOP OF FOUNDATION 1 I 0 �----- -----=—I------=--- 4" CONT. DRAIN TILE • :4. m 8" 'm DOOR OPENING I TO DAYLIGHT W/ BLDG. FELT OVER AND MIN. ';.. '°'' .: a: s O 1 V-0" GRAVEL FILL o " I i I H- cA 1 " 1 I I DROP TOP OF FOUNDATION 24"W x 12"D POURED CONCRETE SPREAD FOOTING W/(3) S BARS CONTINUOUS FOUNDATION [DETAIL AT STOOP IR" DIAM. X IS" ANCHOR BOLT AT 48" O.G. 1/2" EXP. JOINT 4" GONG. SLAB ON GRADE W/ FIBERMESH REINF. ON 6 MIL THICK VAPOR BARRIER OVER 4" MIN. GRANULAR FILL --� . - a.. I. ��I 24'-8" 4'-8" �e�g II 38'-8" 5'-8" ° 9° O �O I� — 2" RIGID INSULATION RETURN MIN. 24" ° ° I �I 8" CONCRETE WALL •.. 4" CONT. DRAIN TILE � TO DAYLIGHT W/ BLDG. 8 ' FELT OVER AND MIN. iT 2'-0" GRAVEL FILL Oo — — — — — — — — — — — — — — — — -------- 24"W x 12"D POURED CONCRETE SPREAD FOOTING W/(3) 05 BARS CONTINUOUS BRICK VENEER 4" BRICK LEDGE GRADE —GRADE VARIES PER SITE PLAN E ,TiP. FOUNDATION DEVIL DROP TOP OF FOUND. I I N I i 8" w DOOR OPENING I ZDROP TOP I i I FOUNDATION I q I I i im I I m OPENING DOOR 16'-4" 110 3/4" 0 I 1 1 POURED CONC. STOOP I I I 9 0 I I AND RAMP W/6 "x6" #10/1 1 t I I I I I I 1 WWM ON GRAVEL FILL r l'-4' I I I 21'-4" 2'10"I 2,1 6.. 46'-I 5/8" 2,16ll ( 13'-1 -1/8" 2'10"1 22'-5 1/4" I 1 2 1 I I I ,-1:3 — — — — — — — — — — — — i IL I dl I I I( H- I i L---,------- ----- I I 6 I = 1= ------------ THICK I 0 I cA ----------- ---- _ I � -� I I N 6 — — — — — — — — � I SPREAD FOOTING I II" I I---- ----------------- I — 29'-4" L_ -------.-------------- ----------_I DROPTOPOPENINDATION I 8 � DOOR OPENING 8; I I ( 3'-0"x3'-0"xI'-0" THICK I I SPREAD FOOTING I --�' ------------ I 1 1 v _J LOCATE STEP FOOTING AT FRONT I , I OF BUILDING PER GRADING PLAN. N LOCATE STEP FOOTING AT FRONT I N SEE STEP FOOTING DETAIL 8/GH-i. _ OF 131.1I1 -DING PER GRADING PLAN. I 14'-1 1/2" SEE STEP FOOTING DETAIL 8/CH-1. 8" AT DOOR OPENINGi I I I DROP TOP OFFFOUNDATION ,� - 1 DROP TOP OF FOUNDATION v' r — 8" AT DOOR OPENING - .- L ----J ---- ----sU ---- -- — m --- — — — — --------- ---- ---- —� ----- I N = I --------------- r I C r— r L---------- --- --- -- I I I E ----- ---- x �, I ---- f - --- _ DROP TOP OF FOUNDATION-' _' BDROPOTPOP OF FOUN-'j; 8" AT OPENING 3 - /' -0 %-mrl.`�' N 3'-0' 6'-0" '-0' 24'-8" 12'-0" 4'1'-4 12'-0" 2"i'-4" 123'-4" I FOUNE)AT ION FLAN 4' 0. s 4330 1 91ATE OF f •-i�•lclf9a't9� Poe-" 0 0 , N w c Ill c 11h z ro v wn� w SHEET NO. C�4-1 1 1 24'-8" 4'-8" 4'-8" 38'-8" 5'-8" 14'-8" 24'-8" — — — — — — — — — — — — — — — — -------- to .. /, / i------------------81 W-411 ll -r,811 '11-611 / \ \ '1-6 1 6-4 I' -r,&" - - DROP TOP OF FOUNDATION 1 I 0 �----- -----=—I------=--- 8" 'm DOOR OPENING I I _ _ _ — — — Z — J- 1 — — --� I-- 1 I J L — f - �r I i I H- cA 1 " 1 I I DROP TOP OF FOUNDATION 8" m p OR OPENING I I 1'x3' OPG. IN FOUNDATION I _jM s I I UNDER SLAB FOR PLUMB- TNG 4' 0' 6'-8" _ I I RUNS TO POOL i i I DROP TOP OF FOUND. I I N I i 8" w DOOR OPENING I ZDROP TOP I i I FOUNDATION I q I I i im I I m OPENING DOOR 16'-4" 110 3/4" 0 I 1 1 POURED CONC. STOOP I I I 9 0 I I AND RAMP W/6 "x6" #10/1 1 t I I I I I I 1 WWM ON GRAVEL FILL r l'-4' I I I 21'-4" 2'10"I 2,1 6.. 46'-I 5/8" 2,16ll ( 13'-1 -1/8" 2'10"1 22'-5 1/4" I 1 2 1 I I I ,-1:3 — — — — — — — — — — — — i IL I dl I I I( H- I i L---,------- ----- I I 6 I = 1= ------------ THICK I 0 I cA ----------- ---- _ I � -� I I N 6 — — — — — — — — � I SPREAD FOOTING I II" I I---- ----------------- I — 29'-4" L_ -------.-------------- ----------_I DROPTOPOPENINDATION I 8 � DOOR OPENING 8; I I ( 3'-0"x3'-0"xI'-0" THICK I I SPREAD FOOTING I --�' ------------ I 1 1 v _J LOCATE STEP FOOTING AT FRONT I , I OF BUILDING PER GRADING PLAN. N LOCATE STEP FOOTING AT FRONT I N SEE STEP FOOTING DETAIL 8/GH-i. _ OF 131.1I1 -DING PER GRADING PLAN. I 14'-1 1/2" SEE STEP FOOTING DETAIL 8/CH-1. 8" AT DOOR OPENINGi I I I DROP TOP OFFFOUNDATION ,� - 1 DROP TOP OF FOUNDATION v' r — 8" AT DOOR OPENING - .- L ----J ---- ----sU ---- -- — m --- — — — — --------- ---- ---- —� ----- I N = I --------------- r I C r— r L---------- --- --- -- I I I E ----- ---- x �, I ---- f - --- _ DROP TOP OF FOUNDATION-' _' BDROPOTPOP OF FOUN-'j; 8" AT OPENING 3 - /' -0 %-mrl.`�' N 3'-0' 6'-0" '-0' 24'-8" 12'-0" 4'1'-4 12'-0" 2"i'-4" 123'-4" I FOUNE)AT ION FLAN 4' 0. s 4330 1 91ATE OF f •-i�•lclf9a't9� Poe-" 0 0 , N w c Ill c 11h z ro v wn� w SHEET NO. C�4-1 1 1 N 0 N Ln N a rz �y lIl Q) N LA d) 0 r ; m m 8 � TE: 8/10/01 SHEET NO. C�4-f_ GLU5HOU5E POOR 50HEDULE DOOR 51ZE TYPE LOGK5ET REMARKS NUMBER FRAMING, SHEATHING, AND BRIDGING. ALL MEMBERS 4 SHALL BE PROPERLY PLUMBED, LEVELED, AND BRACED 40 PSF LIVE LOAD 20 PSF DEAD LOAD OI 4" METAL D FR. KEYED PRE-HUNO H/P 10 PSF DEAD LOAD 1„V 2'1050 58LIGHTuxI GRIL NSERT CYLINDER WEATHERSTRIR.4 LA E SHEEP �DWARE, HOLb 02 3'-O"xb'-8"xl 3/4" q TAL P .4 FR KEYED CYLINDER PRE -HUNG W/ HINGE5,PANIG HARDWARE, CLOSER, KIGKPLATE d THRESHOPLD SIE ►i cp NO.2 DOUGLAS FIR LARCH OR YELLOW PINE AFETY GLASS Flo = 1450 psi 03 (2) 3'-O"xb'-6"xl 3/4" METAL DR.$ FR. KEYED CYLINDER PRE -HUNG W/ HINGESPANIG HARDWARE, CL0EPRff ICKHEAPL 4 T RESHOAT FURRING, AND STRUCTURAL MEMBERS EXPOSED TO SFTY ��INSUL ° WEATHER SHALL BE UJOLMANIZED PRESSURE TREATED. RE T DR.) 04 (2) 31-0"xb'-8"xl 3/411 METAL DR.4 FR. KEYED LOGK5ET PRE -HUNG W/ HINGES, CLOSER, SWEEP, 6 PANEL, INSUL. WEATHERSTRIP 4 THRESHOLD 05 3'-O"xb'-8"xl 3/4" S.C. WOOD 6 PANEL KEYED LOGK5ET PRE -HUNG UNIT, PAINT GRADE 06 (4) I1-O"x3'-8"xl 3/4" 5.0. WOOD SINGLE PANEL PROVIDE LATCH DEVICE BI -FOLD UNIT W/TRAGK, PAINT GRADE 0- 3'-O"xb'-8"xl 3/4" S.G. WOOD PRIVAGY LOGK PRE -HUNG W/ HINGES, CLOSER, SWEEP, 6 PANEL W/ THUMB TURN WEATHERSTRIP 4 THRESHOLD O® 3'-O"xb'-8"xl 3/4" 5.G. WOOD 6 PANEL PUSH/PULL W/ CLOSER PRE-HUNP UNIT, PAINT GRADE OG NOT USED 210 (2) 2'-6"xb'-8"xi 3/4" S.G. WOOD PA55AGE PRE -HUNG UNIT, PAINT GRADE 6 PANEL 211 2'-6"xb'-8"x1 3/4" S.G. WOOD POCKET STANDARD HARDWARE, GUIDES, 6 PANEL TRACK 4' FRAME 212 (2) 3'-O"xb'-8"xl 3/4" WOOD DOOR W/PRE-HUN FULL GLA55 4 KEYED CYLINDER W/ HINGE5, CLOSER GRILL INSERTS THRES OLD 213 3'-O"xb'-8"xl 3/4" METAL DR. W/ GRILL 11NSERTS KEYED CYLINDER PRE -HUN W/ HINGESPANIG HARDWARE, 4 WEATHE TRIP 4 TH�E5HDL,D DEVGN LOADS: FLOOR (CLUB ROOM 4 GYM) FLOOR, TYP ROOF 5. MICRO -LAM BEAM STRUCTURAL PROPERTIES, Fb = 2800 psl Fc = 2100 psi E = 2,000,000 psi !o. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR CORNERS. 1. FRAMING OVER GIRDER AND BEARING PARTITIONS. JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER BEARING, PROVIDE JOISTS ARE TIED TOGETHER, OR JOISTS MAY BE LAPPED AND NAILED TOGETHER. MINIMUM LAP, 4 INCHESt MAX. OVERHANG, 12" 8. FLOOR TRUSSES SHALL BE DOUBLE UNDER EACH PARALLEL PARTITION AND EACH OPENING. S. BRIDGING. MAXIMUM SPACING 10'. BRIDGING SHALL BE GRO555RIDGING USING Ix3 INCH BOARDS OR SOLID BRIDGING OF JOIST DIMENSION SET SOLID BRIDGING 10. WALL E PARTITION FRAMING. UNLESS OTHERWISE SHOWN SPACE STUDS 0 16" O.C. DOUBLE STUDS AT OPENINGS. CONSTRUCT PARTITION CORNERS WITH NO LESS THAN 3 FULL MEMBERS. WALLS AND BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES. PLATES RESTING ON MASONRY OR CONCRETE SHALL BE WOLMANIZED PRE55URE TREATED. 11. ALL BEARING WALLS OVER 10'-0" IN HEIGHT SHALL BE 2X6 STUDS * 16" O.G. OR 2X4 STUDS m 12" O.C. 12. GLUE SUB -FLOOR USING RECOMMENDED ADHESIVE, APPLY GLUE BEAD TO FRAMING AND ALONG PANEL GROVE EDGES, NAIL W/ 10D NAILS * 12" O.G. 13. PROVIDE NAILER5, NAILING STRIPS, AND GROUNDS AS NECESSARY AND RIGIDLY SECURE IN PLACE FOR ATTACHMENT OF TRIM, FINISH, AND OTHER WORK 14. JOIST HANGERS m ALL FLUSH BEAMS SHALL BE MIN. 16 GALV. STEEL, AND PROPERLY SIZED TO ACCEPT JOISTS. 4330 SIATF OB- &�2cwt �_ 4 FRAMING NOTES: 1. THE FRAMING: SUBCONTRACTOR SHALL CAREFULLY LAY OUT 100 PSF LIVE LOAD AND ERECT ALL STRUCTURAL MEMBERS OF ROUGH CARPENTRY, 20 PSF DEAD LOAD FRAMING, SHEATHING, AND BRIDGING. ALL MEMBERS 4 SHALL BE PROPERLY PLUMBED, LEVELED, AND BRACED 40 PSF LIVE LOAD 20 PSF DEAD LOAD UNTIL ALL STRUCTURAL CONNECTIONS ARE IN PLACE, La A SUFFICIENT NUMBER OF NAILS, SCREWS, AND BOLTS 30 PSF SNOW LOAD SHALL BE USED TO INSURE THE RIGIDITY OF THE 10 PSF DEAD LOAD CONSTRUCTION. 2. FRAMING LUMBER SHALL CONFORM WITH NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS. JOISTS AND ALL OTHER: ►i cp NO.2 DOUGLAS FIR LARCH OR YELLOW PINE Flo = 1450 psi FG = 1000 psi E = 1,160,000 pol 3. ALL FIRST FLOOR SILL PLATES, LOWER LEVEL FURRING, AND STRUCTURAL MEMBERS EXPOSED TO ° WEATHER SHALL BE UJOLMANIZED PRESSURE TREATED. w 4. ROOF TRUSS DESIGN, SPECIFICATION, AND ERECTION PROCEDURE TO BE SUPPLIED BY THE TRUSS MANUFACTURER 5. MICRO -LAM BEAM STRUCTURAL PROPERTIES, Fb = 2800 psl Fc = 2100 psi E = 2,000,000 psi !o. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR CORNERS. 1. FRAMING OVER GIRDER AND BEARING PARTITIONS. JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER BEARING, PROVIDE JOISTS ARE TIED TOGETHER, OR JOISTS MAY BE LAPPED AND NAILED TOGETHER. MINIMUM LAP, 4 INCHESt MAX. OVERHANG, 12" 8. FLOOR TRUSSES SHALL BE DOUBLE UNDER EACH PARALLEL PARTITION AND EACH OPENING. S. BRIDGING. MAXIMUM SPACING 10'. BRIDGING SHALL BE GRO555RIDGING USING Ix3 INCH BOARDS OR SOLID BRIDGING OF JOIST DIMENSION SET SOLID BRIDGING 10. WALL E PARTITION FRAMING. UNLESS OTHERWISE SHOWN SPACE STUDS 0 16" O.C. DOUBLE STUDS AT OPENINGS. CONSTRUCT PARTITION CORNERS WITH NO LESS THAN 3 FULL MEMBERS. WALLS AND BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES. PLATES RESTING ON MASONRY OR CONCRETE SHALL BE WOLMANIZED PRE55URE TREATED. 11. ALL BEARING WALLS OVER 10'-0" IN HEIGHT SHALL BE 2X6 STUDS * 16" O.G. OR 2X4 STUDS m 12" O.C. 12. GLUE SUB -FLOOR USING RECOMMENDED ADHESIVE, APPLY GLUE BEAD TO FRAMING AND ALONG PANEL GROVE EDGES, NAIL W/ 10D NAILS * 12" O.G. 13. PROVIDE NAILER5, NAILING STRIPS, AND GROUNDS AS NECESSARY AND RIGIDLY SECURE IN PLACE FOR ATTACHMENT OF TRIM, FINISH, AND OTHER WORK 14. JOIST HANGERS m ALL FLUSH BEAMS SHALL BE MIN. 16 GALV. STEEL, AND PROPERLY SIZED TO ACCEPT JOISTS. 4330 SIATF OB- &�2cwt �_ 4 z N N lel T_ ATE: 8/10/01 SHEET NO. CN -3 II 6 0 J Q 0 4 La �Z z �p ►i cp Q w = z N N lel T_ ATE: 8/10/01 SHEET NO. CN -3 II 6 0 J TFRU55 1 4 1A VERIFY BEARING (P HEIGHT BEARING POINT ON 12 POINT I TRUSS IA 12� 12 - I1 I- N 23'-10" GIRDER TRU55 15 r 12 ANTIL�II� No' -10 1/2" TRUSS 3 II II I I I I II II II II II II II II II II II II II 21'-1 1/211 33'-3 1/2" TRUSS 5 N e n� TFRU SS 4 I 2(o'-4" TRU55 6'-11/4" 3r 1213 12 12 C 81 12 12 41— B —14 2t�r 49'-3 1/4" TRUSS Ii TFW55 FROF I L E 5 1/811 /8" = 11-011 GYMNASIUM BELOW 31'-1 1/2" TRU55 2 TRUs5 4A HIP SET �12 B TIRU55 &A HIP SET MEZZANINE F1RAMING PLAN 1/8" = 1'-011 1� II I Imo, I I II II Il II I I II II • II II II II II /�c4? 8:12 HrP SLOPE BREAKa: 12 I I --- � Q --- I I --- � 8:12 Q --- I I � � I �i'� `�2:1 L I I I /1121 X2:1 LOU 4vv I � 'Sr 3:12 a\Q i ❑ ❑ ❑ ❑ I I I 8:12 I ( 1 8:12 I I � �•-8:12 3:12 3:12—•� 8:12--� 1 12:12 12:12—) I I ut W I CRICKET wi CHIMNEY !u (--12-12 12.12-4 1 Q 4:12 OL 4:12 q A FJ AYv I I I SLOPE BREAK SLOPE BREAK 8:12 8:12 12' 12 RIDGE �� -{ RIDGE ul u I 8:12 8:12 8:12 \Q RIDGE 8:12 2 8:12 12:12 CRICKET I CRICKET --- --------------- -- --- -- --------- Lu \Q I Q Q a I ti,,o T\Q I 12:12 I AC QC N AC I 12:12 N N N N 12:12 'yip I--------- --- ----- ------ I\Q 12:12 ROOF FLAN I/a" = 1'-011 >t% d 3Q SIATf` OF r .rJpIAP1�'G.� 8 12 � ' 0 12 a(— N 1 �z �, — cn 21'-3" TRUSS IA m 23'-10" TFRU55 1 4 1A VERIFY BEARING (P HEIGHT BEARING POINT ON 12 POINT I TRUSS IA 12� 12 - I1 I- N 23'-10" GIRDER TRU55 15 r 12 ANTIL�II� No' -10 1/2" TRUSS 3 II II I I I I II II II II II II II II II II II II II 21'-1 1/211 33'-3 1/2" TRUSS 5 N e n� TFRU SS 4 I 2(o'-4" TRU55 6'-11/4" 3r 1213 12 12 C 81 12 12 41— B —14 2t�r 49'-3 1/4" TRUSS Ii TFW55 FROF I L E 5 1/811 /8" = 11-011 GYMNASIUM BELOW 31'-1 1/2" TRU55 2 TRUs5 4A HIP SET �12 B TIRU55 &A HIP SET MEZZANINE F1RAMING PLAN 1/8" = 1'-011 1� II I Imo, I I II II Il II I I II II • II II II II II /�c4? 8:12 HrP SLOPE BREAKa: 12 I I --- � Q --- I I --- � 8:12 Q --- I I � � I �i'� `�2:1 L I I I /1121 X2:1 LOU 4vv I � 'Sr 3:12 a\Q i ❑ ❑ ❑ ❑ I I I 8:12 I ( 1 8:12 I I � �•-8:12 3:12 3:12—•� 8:12--� 1 12:12 12:12—) I I ut W I CRICKET wi CHIMNEY !u (--12-12 12.12-4 1 Q 4:12 OL 4:12 q A FJ AYv I I I SLOPE BREAK SLOPE BREAK 8:12 8:12 12' 12 RIDGE �� -{ RIDGE ul u I 8:12 8:12 8:12 \Q RIDGE 8:12 2 8:12 12:12 CRICKET I CRICKET --- --------------- -- --- -- --------- Lu \Q I Q Q a I ti,,o T\Q I 12:12 I AC QC N AC I 12:12 N N N N 12:12 'yip I--------- --- ----- ------ I\Q 12:12 ROOF FLAN I/a" = 1'-011 >t% d 3Q SIATf` OF r .rJpIAP1�'G.� O Lu W- ATE: 8/10/01 SHEET NO. CH -4 :y J k 1 8 � ' 0 z �z �, — m � ui = 0 O Lu W- ATE: 8/10/01 SHEET NO. CH -4 :y J k 1 CONT. RIDGE VENT 1 ASPHALT SHINGLES WOOD 2 812 E.IF.5. T.O.P.- E.I F.5. O.P. - Hp. HGT. -11�lr 3 3 N- r12 / ROWLOCK SILL r � m - FIRST FLR CONT_ RIDGE VENT ---------- I ASPHALT SHINGLES /1 }-I- TI••� 12 12 12 112 --- CONT. RIpGE VENT ----------- ---------------------- T.O. ASPHALT SHINCxLES OOD LH rry 8/12 2 H - 3/16" z 1'-0" let FLRv ELEVATION NOTES: WOOD TRIM: FASCIA TRIM: 4 1/2" COVE WITH 1x6 4 1x10 TRIM BELOW CONNECTED WITH I" HALF ROUND RAKE TRIM: 4 1/2" COVE WITH IxlO TRIM WINDOW HEADS/SILLS: BRICK AS SHOWN ALL EXT. TRIM TO SE PRIMED ROUGH SAWN SPRUCE STUCCO: EXTERIOR INSULATION FINISH SYSTEM SAND FINISH MASONRY: BRICK, COURSING DETAILS AS SHOWN. PROVIDE WALL TIES, FLASHING 4 WEEPS AS PER INDUSTRY STANDARDS. SHINGLES: ASPHALT SHINGLES FLASHING: ALL VERTICAL INTERSECTIONS TO ROOF, MIN. 6" EACH WAY, AND AT WINDOWS n. 4330 1 OF s `SIATF OF J �y phi "fall W � 'y 61 � r � m � � ATE: 8/10/01 SHEET NO. CIS -5 y 1 1 A 1 ---------------jr ------------ 8/12 12 121 12 12 8/12 � T.O.P. T.O.P. _ HD. HGT. T.O. BRICK _ 0 r m LLL let FLR CONT. RIDGE VENT ------------------------------- -- -------------------- - ------ 12 3/12 12 � I --------- -------------- -- 12 -- 8(— ASPHALT SHINGLES -\ 1{. 8/12 ROWLOCK COURSE `- STACK >30ND, — 6x6 COLUMNS PROJECT OI T 1/2" (FINISHED SIZE) 1x6 BASE TRIM REAR ELEVATION_ 3/16" 0 1'-0" SOLDIER GOURSE 12 12 12 � 12 CONT. RIDGE VENT -------------------- - - - - - - -- 12 x;/12 � 8 `�' 12 4/12 - 2 � 12 - - - - - - - - - - T.O.P. i -i - N - 8/12 12 R I i ; Ir F10* ••r ----� ONE ice:=1C■■ ■■��.��_■�■■ ■■��_��■■� �� SOLDIER Y■ ■ nmu®mi nil ■ i I� iii � ■� m� • - IBRICK ■�■■ ■■■■ ■■�■ ■■■■ ■'■■■ ■■■■ ■woo ■■ w N ■n ■atin■nna■■u■■faw.■u■n FIRST `STF1�� P Q 0_ Y 1!t 4330 7i flL� of =t:, In,, HIT ELEVATION NOTES: WOOD TRIM: FASCIA TRIM: 4 1/2" COVE WITH Ix6 Q IXIO TRIM J5E!_OW CONNECTED WITH 1" HALF ROUND RAKE TRIM: 4 1/2" COVE WITH Ixl0 TRIM WINDOW HEADS/SILLS: BRICK AS SHOWN ALL EXT. TRIM TO BE PRIMED ROUGH SAWN SPRUCE w n STUCCO: EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.), SAND FIN15H MA50NRY: BRICK, COURSING DETAILS A5 SHOWN. PROVIDE WALL TIES, FLASHING t WEEPS AS PER INDUSTRY STANDARDS. •" SHINGLES: ASPHALT SHINGLES CONT. RIDGE VENT FLASHING: ALL VERTICAL INTERSECTIONS TO ROOF, 1 MIN. 6" EACH WAY, AND AT WINDOWS 12 C� 3/tz 3 w 12 al 121 12 � � � II II (I ---------------------------------------------- ASPHALT SHINGLES CONT. RIDGE VENT 8/12 12 — 12/12 12 � � 8 T.O.P. 12 `--------------------- T.O.P. HD. HGT. _ al 8 12/12 WOOD -- E.IF S: - \ E.I.F.S. ASPHALT SHINGLES 4 1/2" COVE ON Ix10 SUB -RAKE ` SOLDIER- ---- - ---- -- ---- --. - ---- -- = 12 /12 N - � � 12 / ROOF =----= -- ----- - --- .-.. -- COURSE _ �4 BEYOND- A_RCH HGT_ T.O.P. ' m - 0 � m COURSER - _._-_.....___ E.IF.S »— E.LF.S. - r I I I — 7 ........ _.... _ ... __ ......... ... -._ — ( — - - — _ . __. - -TJT _ - ------------ -------------------- - - ---- - -- - _ ..•:..: -------- -- - Trr - -----= FIRST FLR _ _ �- - ___-- - --- .• . FIRST FLR ROWLOCK SILL RIGsHT SIDE ELEVATION 3/16" a l'-0" ATE: 8/10/01 SHEET NO. CI—1—& , J 1 N `� Z Z r � W S B ►n ELEVATION NOTES: WOOD TRIM: FASCIA TRIM: 4 1/2" COVE WITH Ix6 Q IXIO TRIM J5E!_OW CONNECTED WITH 1" HALF ROUND RAKE TRIM: 4 1/2" COVE WITH Ixl0 TRIM WINDOW HEADS/SILLS: BRICK AS SHOWN ALL EXT. TRIM TO BE PRIMED ROUGH SAWN SPRUCE w n STUCCO: EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.), SAND FIN15H MA50NRY: BRICK, COURSING DETAILS A5 SHOWN. PROVIDE WALL TIES, FLASHING t WEEPS AS PER INDUSTRY STANDARDS. •" SHINGLES: ASPHALT SHINGLES CONT. RIDGE VENT FLASHING: ALL VERTICAL INTERSECTIONS TO ROOF, 1 MIN. 6" EACH WAY, AND AT WINDOWS 12 C� 3/tz 3 w 12 al 121 12 � � � II II (I ---------------------------------------------- ASPHALT SHINGLES CONT. RIDGE VENT 8/12 12 — 12/12 12 � � 8 T.O.P. 12 `--------------------- T.O.P. HD. HGT. _ al 8 12/12 WOOD -- E.IF S: - \ E.I.F.S. ASPHALT SHINGLES 4 1/2" COVE ON Ix10 SUB -RAKE ` SOLDIER- ---- - ---- -- ---- --. - ---- -- = 12 /12 N - � � 12 / ROOF =----= -- ----- - --- .-.. -- COURSE _ �4 BEYOND- A_RCH HGT_ T.O.P. ' m - 0 � m COURSER - _._-_.....___ E.IF.S »— E.LF.S. - r I I I — 7 ........ _.... _ ... __ ......... ... -._ — ( — - - — _ . __. - -TJT _ - ------------ -------------------- - - ---- - -- - _ ..•:..: -------- -- - Trr - -----= FIRST FLR _ _ �- - ___-- - --- .• . FIRST FLR ROWLOCK SILL RIGsHT SIDE ELEVATION 3/16" a l'-0" ATE: 8/10/01 SHEET NO. CI—1—& , J 1