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HomeMy WebLinkAboutAS BUILT DRAWINGS - 18-00527 - 430 W 2nd S - Providence Square - ClubhouseD R A W I N G N O . : C H E C K E D B Y : D R A W N B Y : D A T E : P R O J E C T N O . : R E V I S I O N S PROJECT: SHEET TITLE: T S 1 . 1 1 7 0 6 8 S E P T E M B E R 2 0 1 8 J H W PROVIDENCE SQUARE REXBURG, IDAHO TITLE SHEET AND INDEX K P NEW CLUBHOUSE FOR: D R A W I N G I N D E X A R C H I T E C T U R A L CODE ANALYSIS V I C I N I T Y M A P - N T S CONSULTANTS GOVERNING DESIGN CODES:2015 IBCCONSTRUCTION TYPE:TYPE V-BBUILDING OCCUPANCY:A-3 AND BALLOWABLE AREA CALCULATIONSOCCUPANCY GROUP A-3ALLOWABLE AREA:6,000 SFACTUAL AREA:4,270 SFOCCUPANCY GROUP BALLOWABLE AREA:9,000 SFACTUAL AREA: 800 SFEXIT ACCESS TRAVEL DISTANCE(WITHOUT SPRINKLER SYSTEM):MAXIMUM PERMITTED LENGTH = 200 LFBUILDING IS NON-SPRINKLEREDNON-SEPARATED OCCUPANCY G E N E R A L OCCUPANT LOADAREAFACTOROCC LOADASSEMBLY 1,964 15n131STORAGE 283300g 2EXCERCISE 1,732 30g 35MECHANICAL 95300g 1BUSINESS 800100g 9TOILET ROOMS 196 50g 4TOTAL 5,070182PLUMBING FIXTURE CALCULATIONS: FACTOR OCC LOAD REQ'D WATER CLOSET: MALE1/5009111 PROVIDED FEMALE1/5009111 PROVIDEDLAVATORIES: MALE1/7509111 PROVIDED FEMALE1/750 9111 PROVIDED T I T L E S H E E T A N D I N D E X T S 1 . 1 M A I N L E V E L F L O O R P L A N A 1 . 1 E X T E R I O R E L E V A T I O N S A 2 . 1 C R O S S S E C T I O N S A 3 . 1 A 4 . 1 W A L L S E C T I O N S D O O R , W I N D O W A N D F I N I S H S C H E D U L E S A 5 . 1 S T R U C T U R A L ENGINEERING SYSTEM SOLUTIONSMIKE PARRISH3632 N. RANCHO DRIVELAS VEGAS, NV 89130WORK PHONE: (702) 616-3107MOBILE PHONE: (702) 755-7813 STRUCTURAL ENGINEER: G E N E R A L S T R U C T U R A L N O T E S S 0 . 0 0 F O U N D A T I O N P L A N S 1 . 0 0 P R O V I D E N C E S Q U A R E N E W C L U B H O U S E F O R : R E X B U R G , I D A H O P R O J E C T S I T E E N L A R G E D T O I L E T R O O M S A N D E L E V A T I O N S A 6 . 1 R O O F D R A I N A G E P L A N A 7 . 1 R E F L E C T E D C E I L I N G P L A N A 8 . 1 A 5 . 2 D O O R A N D W I N D O W D E T A I L S A 4 . 2 A 4 . 3 W A L L S E C T I O N S W A L L S E C T I O N S R O O F F R A M I N G P L A N S 1 . 5 0 T Y P I C A L C O N C R E T E D E T A I L S S 5 . 1 0 S 5 . 5 1 T Y P I C A L W O O D D E T A I L S S 5 . 6 0 F O U N D A T I O N D E T A I L S S 5 . 8 0 R O O F F R A M I N G D E T A I L S C I V I L C L U B H O U S E S I T E P L A N C - 1 D E T A I L S C A L E : ? " = 1 ' - 0 " E L E V A T I O N S C A L E : ? " = 1 ' - 0 " H E A D S C A L E : ? " = 1 ' - 0 " J A M B S C A L E : ? " = 1 ' - 0 " T I T L E S C A L E : ? " = 1 ' - 0 " S E C T I O N S C A L E : ? " = 1 ' - 0 " S I L L S C A L E : ? " = 1 ' - 0 " S Y M B O L S L E G E N D B R E A K L I N E - - C E I L I N G H E I G H T C E I L I N G T Y P E C E I L I N G T A G P A G E N U M B E R D E T A I L N U M B E R D E T A I L T I T L E T A G P A G E N U M B E R D E T A I L N U M B E R E L E V A T I O N T I T L E T A G P A G E N U M B E R D E T A I L N U M B E R H E A D D E T A I L T A G P A G E N U M B E R D E T A I L N U M B E R J A M B D E T A I L T A G P A G E N U M B E R D E T A I L N U M B E R S I L L D E T A I L T A G P A G E N U M B E R D E T A I L N U M B E R S E C T I O N T I T L E T A G M A I N T I T L E T A G E L E V . 1 0 0 ' - 0 " F I N I S H E D F L O O R E L E V A T I O N H E I G H T T A G B U I L D I N G S E C T I O N T A G N O R T H A R R O W R E V I S I O N T A G R O O M N A M E T A G E L E V A T I O N T A G D R A W I N G N O T E D O O R T A G D E T A I L T A G N R O O M N U M B E R R O O M N A M E P A G E N U M B E R S E C T I O N N U M B E R P A G E N U M B E R D E T A I L N U M B E R W A L L S E C T I O N T A G P A G E N U M B E R S E C T I O N N U M B E R W A L L T Y P E T A G W I N D O W T A G F L O O R T Y P E T A G R O O F T Y P E T A G R O O M W - R - F - S 5 . 5 0 T Y P I C A L W O O D D E T A I L S EAGLE ROCK ENGINEERING1331 FREMONT AVENUEIDAHO FALLS, IDAHO 83402TELEPHONE: (208) 542-2665 CIVIL ENGINEER: L A N D S C A P I N G L A N D S C A P E P L A N T I N G P L A N L 1 . 1 O V E R A L L S I T E P L A N C - 2 DAVID WEAVER & ASSOCIATES1605 SOUTH WOODRUFFIDAHO FALLS, IDAHO 83401TELEPHONE: (208) 529-9504FAX: (208) 522-3060 LANDSCAPE ARCHITECTS:N:\Projects\Other\Providence Square Clubhouse - 17068\CAD\Drawings\17068 A1.1.dwg, 9/20/2018 8:33:19 AM, DWG To PDF.pc3 ( 8 ' ' S S ( ( 8 ' ' S S ( ( 8''SS (( 8''SS ( GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GA S GA S GA S GA S 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 18 ' ' S S ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S ( 1 8 ' ' S S 18 ' ' S S ) ( 1 2 ' ' S D ( 1 2 ' ' S D ( 1 2 ' ' S D ( 1 2 ' ' S D ( 1 8 ' ' S S 49 . 5 ' 49.5' 49.5' 49.5' 55.29' 13.50' 51.17'51.16'55.29' 21.20' 23 27 27 21 57 23 65 50 12.27' 26.00' 6.0' SIDEWALK 89.84' 89.60' 87.81'87.59'86.67'86.43' 88.18' 87.50' 87.21' 99.87'99.16' 90.45' 90.58' 49.50' 4 8 6 0 4 8 6 0 4 8 6 2 4 8 6 2 4 8 6 4 4 8 6 4 4 8 6 4 4 8 6 6 4 8 6 6 8''SS )8''SS )8''SS )8''SS ) 8' ' W 8' ' W BLDG 11 ( 8''SS (( 8''SS ( 8''W 8''W 8''W 8''W 8''W X-SDMH RIM:4863.60 N & S INV:4849.20 8' ' S S ) 8' ' S S ) 8''W 8''W 8''W 8''W 8''W 8''W 8''W X-SSMH RIM:4860.83 N & S INV:4846.28 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8 ' ' S S ) ) 8 ' ' S S ) ) 8' ' W 8' ' W 8''W 8''W X-SSMH RIM:4862.04 S & N INV:4847.34 X-SSMH RIM:4863.42 N & S INV:4846.67 X-SSMH RIM:4863.53 N & S INV: 4846.63 ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD ( 48''SD 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 21.20' 21.20' 21.20' 21.20' 21.20' 24' BLDG 14BLDG 13 BLDG 2 BLDG 8 BLDG 6 BLDG 10 BLDG 5 BLDG 4 BLDG 1 BLDG 3 BLDG 7BLDG 15 BLDG 9 BLDG 12 BLDG 16 49.5' ROWROW ROW 26.16' X X X X X X X X X X X X X X X X X X 52 43 16.00' 24.0' 20.0' 16.00' 26.0' 16.0' 16.00' 26.0' 20.0' 16.0' 16.0' 24' 16.0' 16.0' 16.0' 16.0' 26.0'26.0' X-SDMH RIM:4861.89 INV:4854.19 X-SSMH X-SSMH RIM:4863.84 ( 12''SD ( 12''SD ( 12''SD R30.0' TYP. 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 12 ' ' S D ) 13.50' IRR IRR 26.74' 26.50' EXISTING VALVE 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 31.09' 23 13 19 19 9'x20' 9' x 1 6 ' 21 58 6 9'x20' BLDG 18 BLDG 17 8.84' 7.0' 16.0' 28.25' 24.91' 9'x20' 9' x 1 6 ' 9'x20' 12 ) ) ) ) 9'x16' 11 9' x 1 6 ' 9' x 1 6 ' 9'x20' 27.81' 24' 24' ( 8''SS 6.00' ( 12'' S D ( 12''SD ( 12''SD ( 1 2 ' ' S D ( 8''SS (( 8''SS ( CONTRACTOR TO REMOVE APPROXIMATELY 35 LF OF DRIVEWAY CURB AND GUTTER AND REPLACE WITH CITY STANDARD HIGH BACK CURB AND GUTTER - MATCH EXISTING 13.38' SETBACK 6.00' 9.00' 8''SS 8''SS 8''SS 8''SS GAS W E S N 5' SCALE: 1" = 10.0' 10'0 10' S. F I F T H W E S T AG L E R O C K N G I N E E R I N G CI V I L P L A N N I N G S U R V E Y I N G ID A H O F A L L S ( 2 0 8 ) 5 4 2 - 2 6 6 5 R E X B U R G ( 2 0 8 ) 3 5 9 - 2 6 6 5 DE S I G N E D B Y : DR A W N B Y : PR O J E C T N O . AP P R O V E D B Y : CA D N A M E : RE V I S I O N : DA T E : SC A L E : KU R T R O L A N D PA U L S N A R R SI T E P L A N . D W G 1" = 4 0 ' DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 16 4 1 0 9 - 1 8 - 1 8 SH E E T N O . 2 C- 2 SH E E T N A M E AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th e r e o f i n d e t a i l o r d e s i g n co n c e p t i s t h e p r o p e r t y o f Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z E PR O V I D E N C E S Q U A R E OV E R A L L U T I L I T Y S I T E P L A N PR E P A R E D F O R : NB W A R C H I T E C T S S. F O U R T H W E S T W. SECOND SOUTH TIE INTO EXISTING 6" WATER MAIN CONSTRUCTION ITEMS: PROPERTY LINE DUMPSTER CONCRETE PAD, BIKE RACK & MAILBOX COMBO WITH STEEL SAFETY BOLLARDS ENCASED WITH CONCRETE, SEE DETAIL SHEET C-3 INSTALL 2" WATER SERVICE (18 ea - INCLUDES ALL APPURTENANCES I.E. VALVES, TEES, BENDS, ETC.) INSTALL CHAIN LINK FENCE (660 LF) 6' HIGH HANDICAP RAMP (PER CITY OF REXBURG STANDARDS MEETING 2010 ADA STANDARDS) GRASS/SNOW STORAGE AREA INSTALL 4" IRRIGATION LINE WITH 4" METER BOX INSTALL 6" FIRE LINE 1 2 3 4 5 8 9 10 RESIDENTIAL APROACH (PER CITY OF REXBURG STANDARDS) INSTALL SANITARY SEWER CLEAN OUT INSTALL STANDARD SSMH (SEE SHEET D-1) INSTALL 8" SANITARY SEWER MAIN INSTALL 6" SANITARY SEWER SERVICE INSTALL 8" WATER MAIN VALVE AND VALVE BOX INSTALL 8" WATER MAIN 6 11 15 16 17 18 INSTALL FIRE HYDRANT AND ALL APPURTENANCES INSTALL CATCH BASIN INSTALL 60" MH INSTALL INFILTRATOR CATCH BASIN WITH GRATE COVER INSTALL INFILTRATION - STORM TECH SC-740 PROPOSED ELECTRICAL LINE INFILTRATION OUTLET (SEE SHEET D-1) INSTALL 8"x6" TEE 19 7 12 13 20 14 1 55 5 5 5 7 PARKING NOTES: DEVELOPER OPTION 1. STALL DIMENSIONS STANDARD = 9'X20' COMPACT = 9'X16' 284 UNITS x 2 = 568 STALLS REQUIRED 2. STALL NUMBERS (THIS SHEET) STANDARD = 145 COMPACT = 407 (HANDICAP STALLS = 18) TOTAL = 570 3. DRIVE AISLES ARE 26' IN WIDTH UNLESS OTHERWISE NOTED SURFACE NOTES: TOTAL AREA 364,771 SQ.FT. (9.50 AC.) NEW BUILDINGS 56,988 SQ.FT. (1.31 AC.) EXISTING BLDG 7,895 SQ.FT.(0.18 AC.) IMPERVIOUS AREA 165,661 SQ.FT.(3.67 AC.) LANDSCAPING 189,050 SQ.FT. (4.34 AC.) 1 1 1 1 1 1 3 EXISTING SIDEWALK 4 4 4 4 4 4 4 15 15 1515 15 8 10 10 10 10 10 10 10 16 8 19 11 11 11 11 20 20 20 13 14 14 14 13 1313 13 13 TIE INTO EXISTING 10" WATER MAIN 14 EX I S T I N G C A N A L PROPOSED BRIDGE SEE SHEETS C-6 & C-7 W. FIRST SOUTH EXISTING SSMH PAINT STRIPE TYP. 12 12 1618 16 16 77 5 55 55 TIE ONTO EXISTING CURB AND GUTTER TIE ONTO EXISTING CURB AND GUTTER BOUNDARY DESCRIPTION: BEGINNING AT A POINT THAT IS S00°16'29"E 824.93 FEET AND N89°43'31"E 45.61 FEET FROM THE NORTHWEST CORNER OF SECTION 30, TOWNSHIP 6 NORTH, RANGE 40 EAST, BOISE-MERIDIAN, MADISON COUNTY, CITY OF REXBURG,IDAHO; AND RUNNING THENCE N89°45'14"E 627.30 FEET; THENCE S00°14'56"E 660.06 FEET; THENCE S89°45'06"W 627.00 FEET; THENCE N00°16'29"W 660.08 FEET TO THE POINT OF BEGINNING, CONTAINING 9.503 ACRES. REMOVE EXISTING WALKING BRIDGE 9 9 9 9 12 12 9 9 12 7 12 9 9 99 9 9 12 12 9 7 9 9 12 12 12 21 18 6 1 16 16 2 2 2 2 2 7 2 2 2 SE P T E M B E R 1 1 , 2 0 1 8 17 1 7 9 - 1 SIDEWALK WILL BE REMOVED AND NEW SIDEWALK TO BE 7' FROM TOP BACK OF CURB CLUBHOUSE 1616 16 16 16 16 5 PICNIC AREA EXISTING POWER POLE EXISTING POWER POLE 4 4 5' SIDEWALK 5 5 10 CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING 8" SANITARY SEWER MAIN REMOVE PLUG AND INSTALL SEWER STUB 9 2 7 4" ISOLATION VALVE INSTALL TYPE 3 BARRICADE 13 5' SIDEWALK 22 22 22 13 Sewer exits building hereWater enters building G A S G A S G A S G A S G A S GASGAS G A S G A S GASGASGASGASGAS GA S This gas line not installed Revised Landscape Plan 990 JOHN ADAMS PARKWAY P.O. BOX 2212 - IDAHO FALLS, IDAHO 83402-2212 (P) 208-522-8779 (F) 208-522-8785 (W) nb-architects.com SCOTT L NIELSON, A.I.A. KEVIN R BODILY, A.I.A. JAMES H WYATT, A.I.A. ARCHITECTUR E PLANNING INTERIORS nbw architects p.a. S C A L E : 1 " = 4 0 ' - 0 " W E A V E R & A S S O C I A T E S P A L A N D S C A P E A R C H I T E C T U R E - L A N D P L A N N I N G 1 6 0 5 S O U T H W O O D R U F F A V E N U E I D A H O F A L L S , I D A H O 8 3 4 0 4 ( 2 0 8 ) 5 2 9 - 9 5 0 4 C O P Y R I G H T W E A V E R & A S S O C I A T E S P A . D E S I G N A N D D R A W I N G S N O T T O B E R E U S E D W I T H O U T W R I T T E N P E R M I S S I O N O F W E A V E R & A S S O C I A T E S P A . T H E P R O F E S S I O N A L S E R V I C E S O F W E A V E R & A S S O C I A T E S P A A R E U N D E R T A K E N F O R A N D A R E P E R F O R M E D I N T H E I N T E R E S T O F T H E A R C H I T E C T . N O C O N T R A C T U A L O B L I G A T I O N I S A S S U M E D B Y W E A V E R & A S S O C I A T E S P A F O R T H E B E N E F I T O F A N Y O T H E R P E R S O N I N V O L V E D I N T H E P R O J E C T . 0 3 - 0 6 - 1 5 I L C E N S E D L A N D S C A P E A R CHITEC T S T A T E O F I D A H O DAVI D V A N W E A V E R L A - 7 6 * * P R O J E C T N O . D A T E : D R A W N B Y : C H E C K E D B Y : D R A W I N G N O . : R E V I S I O N S PROJECT: SHEET TITLE: 1 4 0 3 0 M A R C H 2 0 1 5 N B W D V W 0 4 0 8 0 1 2 0 1 6 0 2 0 0 PROVIDENCE SQUARE REXBURG, IDAHO MULTI-FAMILY DEVELOPMENT A A D K C D H 1 / G 1 2 / G 2 MLMLML M L M L M L M L M L M L RARARA R A R A R A R A R A R A R A MLML G S P R P R P R P R M U R A R A A Q A Q T G G S G S A A D K C D H D K A A H C F A A H C F DK DKDKDKDK AAAAAMNMNMBMBMNMBMBMBCFFHAAAAHFGGGGGAGAGDGGGAD M L A C I I B G I I E E E E 2 / G 1 G B C A I I E E E 2 / G 1 1 / G 1 1 / G 1 2 / G 2 M U T G M L A C B G I E E E E 2 / G 1 G B C A I I I I E E E 1 / G 1 2 / G 1 P R P R M U A Q A Q G S G S M L 1 / G 1 2 / G 2 M U M L A C G E E E E 2 / G 1 G C A I I E E E 1 / G 1 2 / G 1 B B B B B B B B I I G G B B B G B B 1 / G 1 2 / G 2 A C G E E E E 2 / G 1 G C A E E E 1 / G 1 2 / G 1 B B B B I I G G I I B B F F F F F F F F G G G 1/G12/G2PR PRPR P R MURA R A AQ A Q TGGSGS MLACIIBGIIEEEE2/G1GB CA IIEEE2/G1 1/G1 1 / G 1 2 / G 2 M U T G M L A C B G I E E E E 2 / G 1 G B CA I I I I EEE 1 / G 1 2 / G 1 PR PR MU AQ A Q GSGSML 1 / G 1 2 / G 2 M U M L A C G E E E E 2 / G 1 G CAIIEEE 1 / G 1 2 / G 1 B B B B B B B B I I G G B B B G B B1/G1 2/G2ACGEEEE2/G1GCAEEE1/G1 2/G1BBBB I IGGIIBBFF F F F F F F G GG 1 / G 1 2 / G 2 P R P R M U R A R A A Q A Q G S G S M L A C I I B G I I E E E E 2 / G 1 G B C A I I E E E 2 / G 1 1 / G 1 1 / G 1 2 / G 2 M U M L A C B G I E E E E 2 / G 1 G B C A I I I I E E E 1 / G 1 2 / G 1 P R P R M U A Q A Q G S G S M L 1 / G 1 2 / G 2 M U M L A C G E E E E 2 / G 1 G C A I I E E E 1 / G 1 2 / G 1 B B B B B B B B I I G G B B B G B B 1 / G 1 2 / G 2 A C G E E E E 2 / G 1 G C A E E E 1 / G 1 2 / G 1 B B B B I I G G I I B B F F F F F F F F G G G 1/G11/G2 PRPRMU A Q GSGS MLACIIBGIIEEEE2/G1B CA IIEEE2/G1 1/G1 1 / G 1 1 / G 2 M U M L A C B G I E E E E 2 / G 1 B CA I I I I EEE 1 / G 1 2 / G 1 B B B G B B F F F F G GG P R AQPR P R P R 1 / G 1 1 / G 2 P R P R M U A Q G S G S M L A C I I B G I I E E E E 2 / G 1 B C A I I E E E 2 / G 1 1 / G 1 1 / G 1 1 / G 2 M U M L A C B G I E E E E 2 / G 1 B C A I I I I E E E 1 / G 1 2 / G 1 B B B G B B F F F F G G G P R A Q P R P R M N RA R A PR PR MU AQ A Q GSGSML 1 / G 1 2 / G 2 M U M L A C G E E E E 2 / G 1 G CAIIEEE 1 / G 1 2 / G 1 B B B B B B B B I I G G 1/G1 2/G2ACGEEEE2/G1GCAEEE1/G1 2/G1BBBB I IGGIIBBFF F F A E AEAE A E G S G S GS G S G S 0 1 - 0 2 - 1 8 R E V I S I O N S AADKCDH A A D K C D H AAHCFAAHCFMU MBMB DKA MN GGGAMUMUMU M U M U M U MUMUMUMUMUMUMUPRPRPR P L A N T L I S T Q u a n t K e y B o t a n i c a l N a m e C o m m o n N a m e S i z e T R E E S 6 A A A c e r g i n n a l a ' M u l t i T r u n k ' A m u r M a p l e M u l t i T r u n k 4 ' - 6 ' 2 4 " B & B 1 8 A Q A c e r p l a t a n o i d e s ' E m e r a l d Q u e e n ' E m e r a l d Q u e e n M a p l e 2 " B & B 4 A E A m e l a n c h i e r x g . ' A u t u m n B r i l l i a n c e ' A u t u m n B r i l l i a n c e A m e l a n c h i e r 2 " B & B 2 4 G S G l e d i t s i a t r i a c a n t h o s ' S k y l i n e ' S k y l i n e H o n e y l o c u s t 2 " B & B 7 M B M a l u s ' B r a n d y w i n e ' B r a n d y w i n e F l o w e r i n g C r a b 2 " B & B 2 9 M L M a l u s ' P r a i r i f i r e ' P r a i r i f i r e F l o w e r i n g C r a b 2 " B & B 5 M N M a l u s ' R o y a l R a i n d r o p s ' R o y a l R a i n d r o p s F l o w e r i n g C r a b 2 " B & B 3 2 M U M a l u s ' S p r i n g S n o w ' S p r i n g S n o w F r u i t l e s s C r a b 2 " B & B 1 1 D K P i n u s a r i s t a t a B r i s t l e c o n e P i n e 4 ' - 5 ' 2 4 " B & B M u l t i S t e m 3 2 P R P i n u s n i g r a ' O r e g o n G r e e n ' O r e g o n G r e e n P i n e 6 ' - 8 ' B & B 1 8 R A P r u n u s v i r g i n i a n a ' S h u b e r t ' s ' C a n a d a R e d C h e r r y 2 " B & B 4 T G T i l i a c o r d a t a ' G r e e n s p i r e ' G r e e n s p i r e L i n d e n 2 " B & B S H R U B S 5 4 A C o r n u s a l b a ' I v o r y H a l o ' V a r i e g a t e d T a t a r i a n D o g w o o d 5 g a l . 1 8 - 2 4 " 1 0 1 B E u o n y m u s a l a t a ' C o m p a c t a ' D w a r f W i n g e d E u o n y m u s 5 g a l . 1 8 - 2 4 " 4 5 C P h y s o c a r p u s o p u l i f o l i u s ' D i a b l o ' D i a b l o N i n e b a r k 5 g a l . 1 8 - 2 4 " 6 D P r u n u s c i s t e n a P u r p l e S a n d C h e r r y 5 g a l . 1 8 - 2 4 " 1 2 6 E R o s a f l o w e r c a r p e t ' P i n k ' P i n k G r o u n d c o v e r R o s e 5 g a l . 1 2 - 1 8 " 4 3 F S p i r a e a b u m a l d a ' G o l d F l a m e ' G o l d F l a m e S p i r a e a 5 g a l . 1 2 - 1 8 " 8 1 G S p i r a e a b e t u l i f o l i a ' T o r ' T o r B i r c h l e a f S p i r a e a 5 g a l . 1 2 - 1 8 " 1 0 H S y r i n g a v u l g a r i s ' P r e s G r e v y ' P r e s G r e v y L i l a c 5 g a l . 1 8 - 2 4 " 8 7 I T a x u s x - m e d i a ' D a r k G r e e n S p r e a d e r ' D a r k G r e e n S p r e a d i n g Y e w 5 g a l . 1 8 - 2 4 " G R O U N D C O V E R 1 0 8 G 1 H e l i c t o t r i c h o n s e m p e r v i r e n s ' S a p p h i r e ' S a p p h i r e B l u e O a t G r a s s 1 g a l . 3 2 G 2 N e p e t a x f a a s s e n i i ' W a l k e r ' s L o w ' W a l k e r ' s L o w C a t m i n t 1 g a l . L A N D S C A P E P L A N T I N G P L A N LANDSCAPE PLANTING PLAN L 1 . 1 N O T E S : 1 . I n s t a l l w e e d b a r r i e r f a b r i c a n d s t o n e m u l c h 3 " d e e p i n a l l p l a n t i n g a r e a s . S t o n e m u l c h s h a l l b e e q u a l t o I n t e r n a t i o n a l S t o n e , P e r m a B a r k , s i z e 2 " . 2 . I n s t a l l 1 / 8 " x 5 " s t e e l e d g e b e t w e e n l a w n a n d s h r u b a r e a s . l a w n l a w n l a w n l a w n l a w n l a w n l a w n l a w n l a w n l a w n l a w n l a w n l a w n l a w n l a w n l a w n l a w n l a w n l a w n l a w n l a w n l a w n lawn lawn l a w n lawnlawn l a w n lawnlawnlawn lawn l a w n l a w n lawn l a w n l a w n lawn l a w n lawn l a w n lawn lawn lawn lawn l a w n lawn R e v i s e d L a n d s c a p i n g P l a n 6'-0" 1 1 3 L E A S I N G 105 RACQUETBALL 1 0 6 E X C E R C I S E 101 COMMON 1 1 0 W O M E N 1 1 1 M E N 104A STORAGE 103 DOG WASH 1 0 8 S A L O N 1 1 4 C O P Y 1 0 9 M E C H . 1 1 2 L O B B Y 1 0 7 H A L L 1 2 2 2 2 3 3 4 6 5 N SCALE:MAIN LE V E L F L O O R P L A N 1/8" = 1 ' - 0 " 2A3.1 5 A 3 . 1 6 A 3 . 1 1A3.1 1 A 3 . 1 4 A 3 . 1 23'-0"13'-6"15' - 0 " 1 3 ' - 6 " 1 9 ' - 0 " 1 6 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 1 6 ' - 0 " 1 9 ' - 0 " 14'-0"23'-0" 1 1 9 ' - 0 " 1 1 9 ' - 0 " 2'-0" 14'-6"10'-0"14'-6" 2'-0" 5'-0"3'-0"27'-0"10'-0"2'-0"3'-0"50'-0"42' - 0 " 5 4 ' - 0 " 1'-0" 3 ' - 0 " 102 COMMON 3'-0" 39'-0"101B101A 1 0 1 C 1 0 1 D 101F101E 1 0 1 G 1 0 1 H 102A102B102C 1 0 8 A 1 0 9 1 1 0 A 1 1 0 B 1 1 1 A 1 1 1 B 1 1 3 A 1 1 3 B 1 1 2 A 1 1 4 A 1 1 4 B 1 0 6 B 1 0 6 A 103104A104B 102D 1 0 1 1 0 8 1 0 9 1 1 0 1 1 1 1 1 3 1 1 2 B 1 1 4 1 0 5 104B 1 0 1 J 102A104BELEC. 1 A 6 . 1 1A4.22A4.1 3 A 4 . 1 2A4.2 1A4.2 3A4.2 3 A 3 . 1 1 A 4 . 3 2 A 4 . 3 3 A 4 . 3 17A5.2 7 7 A6.111 8 9 9 1 1 2 A 1 0 6 A A B O V E 10 6'-0"5'-6"5'-6"6'-0"4'-3"5'-0"4'-3"7'-6" 7 ' - 6 " 4 ' - 3 " 5 ' - 0 " 4 ' - 3 " 5 ' - 0 " 9 ' - 0 " 5 ' - 0 " 3 ' - 2 " 3 ' - 2 " 3 ' - 4 " 3 ' - 2 " 3 ' - 2 " 9 ' - 6 " 9 ' - 6 " 4'-2"6'-2"4'-2"5'-0"5'-0"7'-3"7'-3" 6'-0"5'-6"5'-6" 5 ' - 6 " 8 ' - 0 " 5 ' - 6 " 8 ' - 0 " 8 ' - 0 " 9 ' - 6 " 9 ' - 6 " 3'-0"7'-0"7'-6"9'-0"10'-6" 39'-0" 1 0 6 B 14' - 0 " 1 4 ' - 0 " 103 102B 6 A 6 . 1 11'-2 3/4" 21'-3 3/4" 1'-0" 7'-6"13'-3 1/4"2'-0"11 1 1 1 1 ' - 0 " 8 ' - 6 1 / 2 " 5 ' - 5 " 4 ' - 6 1 / 2 " 5 ' - 5 " 6'-4"10'-5" 7'-6" 1 2 ' - 8 " 2 ' - 5 1 / 2 " 45° W1 W1 W9 W 1 W 1 W1W2 W 1 W10W3 ABOVE W 1 W 4 A B O V E W 4 W 5 W5 W6W7W7 W 7 W 7 W 7 W 8 140' - 2 " ROUGH O P E N I N G 42' - 0 " 20'-1 3/4" ROUGH OPENING 41'-6 1 / 2 " 1 2 SIM2 2 2 2 2 2 2 1 2 2 3'-0 1/4" 13104A W 9 ABOVE A B O V E 2 2 1 0 8 B 1 1 3 C 1 0 6 E 1 0 6 F 1 0 6 C 1 0 6 D 1 1 2 C 1 1 2 B 1A4.1 D R A W I N G N O . : C H E C K E D B Y : D R A W N B Y : D A T E : P R O J E C T N O . : R E V I S I O N S PROJECT: SHEET TITLE: A 1 . 1 1 7 0 6 8 S E P T E M B E R 2 0 1 8 J H W PROVIDENCE SQUARE REXBURG, IDAHO MAIN LEVEL FLOOR PLAN K P NEW CLUBHOUSE FOR: G E N E R A L N O T E S W A L L T Y P E S W 1 1 . A T T I C A C C E S S H A T C H A N D L A D D E R 2 . C O L U M N , S E E S T R U C T U R A L 3 . F I R E E X T I N G U I S H E R C A B I N E T 4 . M O P S I N K 5 . F I R E P L A C E 6 . D R I N K I N G F O U N T A I N , A D A C O M P L I A N T 7 . F L O O R D R A I N 8 . W A T E R H E A T E R 9 . F U R N A C E 1 0 . E L E C T R I C A L P A N E L 1 1 . M I L L W O R K 1 2 . H A T C H E D A R E A I N D I C A T E S R E C E S S E D C O N C R E T E S L A B 1 3 . B U I L T - I N B E N C H , S E E 3 / A 3 . 1 1 . A L L E X T E R I O R D I M E N S I O N S A R E T O E D G E O F F O U N D A T I O N , U N L E S S N O T E D O T H E R W I S E . 2 . A L L W O R K T O B E I N A C C O R D A N C E W I T H A L L C O D E S A N D A C C E S S I B I L I T Y R E Q U I R E M E N T S . 3 . C O N T R A C T O R T O V E R I F Y A L L D I M E N S I O N S I N F I E L D . 4 . I N T E R I O R D I M E N S I O N S A R E F R O M C E N T E R L I N E O F S T U D O R F A C E O F E X T E R I O R W A L L , U N L E S S N O T E D O T H E R W I S E . 5 . A L L I N T E R I O R W A L L S T O B E F R A M E D T O U N D E R S I D E O F S T R U C T U R E , T Y P I C A L . U N L E S S O T H E R W I S E N O T E D . T Y P E D E S C R I P T I O N 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S I N T E R I O R S I D E : V A P O R B A R R I E R 5 / 8 " G Y P S U M B O A R D ( F I N I S H A S S C H E D U L E D ) E X T E R I O R S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G A I R I N F I L T R A T I O N B A R R I E R C L A D D I N G P E R E X T E R I O R E L E V A T I O N S O N S H E E T A 2 . 1 2 x 4 W O O D F R A M I N G A T 1 6 " O N C E N T E R 5 / 8 " G Y P S U M B O A R D O N B O T H S I D E S F I N I S H E S A S S C H E D U L E D N O T E : I N S T A L L 5 / 8 " T I L E B A C K E R B O A R D O N W A L L S S C H E D U L E D T O R E C E I V E C E R A M I C T I L E . I N S T A L L A C O U S T I C A L I N S U L A T I O N I N W A L L S A R O U N D T O I L E T R O O M S . K E Y N O T E S W 3 W 4 W 5 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S 7 / 1 6 " P L Y W O O D S H E A T H I N G O N O N E S I D E 5 / 8 " G Y P S U M B O A R D O N B O T H S I D E S F I N I S H E S A S S C H E D U L E D W 6 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S E L E C T R I C A L R M / E X C E R C I S E R M S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G 5 / 8 " G Y P S U M B O A R D ( F I N I S H A S S C H E D U L E D ) R A C Q U E T B A L L C O U R T S I D E : G A P 4 " M E T A L S T U D W I L S O N A R T T O N G U E A N D G R O O V E P A N E L S W 7 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S C O M M O N S A R E A S I D E : 5 / 8 " G Y P S U M B O A R D ( F I N I S H A S S C H E D U L E D ) R A C Q U E T B A L L C O U R T S I D E : G A P 4 " M E T A L S T U D W I L S O N A R T T O N G U E A N D G R O O V E P A N E L S W 2 ( 2 ) 1 . 7 5 " x 5 . 5 " L V L A T 1 2 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S I N T E R I O R S I D E : V A P O R B A R R I E R G A P 4 " M E T A L S T U D W I L S O N A R T T O N G U E A N D G R O O V E P A N E L S E X T E R I O R S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G A I R I N F I L T R A T I O N B A R R I E R C L A D D I N G P E R E X T E R I O R E L E V A T I O N S O N S H E E T A 2 . 1 2 x 4 W O O D F R A M I N G A T 1 6 " O N C E N T E R 3 " G A P 2 x 4 W O O D F R A M I N G A T 1 6 " O N C E N T E R 5 / 8 " G Y P S U M B O A R D O N B O T H S I D E S F I N I S H E S A S S C H E D U L E D W 8 W 9 ( 2 ) 2 x 6 W O O D F R A M I N G A T 1 2 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S I N T E R I O R S I D E : V A P O R B A R R I E R 5 / 8 " G Y P S U M B O A R D ( F I N I S H A S S C H E D U L E D ) E X T E R I O R S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G A I R I N F I L T R A T I O N B A R R I E R C L A D D I N G P E R E X T E R I O R E L E V A T I O N S O N S H E E T A 2 . 1 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R 5 / 8 " G Y P S U M B O A R D O N B O T H S I D E S F I N I S H E S A S S C H E D U L E D W 1 0 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S I N T E R I O R S I D E : V A P O R B A R R I E R 7 / 1 6 " P L Y W O O D S H E A T H I N G E X T E R I O R S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G A I R I N F I L T R A T I O N B A R R I E R C L A D D I N G P E R E X T E R I O R E L E V A T I O N S O N S H E E T A 2 . 1 N:\Projects\Other\Providence Square Clubhouse - 17068\CAD\Drawings\17068 A1.1.dwg, 9/20/2018 8:32:31 AM, DWG To PDF.pc3 Door 102A and glasswall have bee remov e d from project D o o r a n d t r a n s o m a d d e d a t e n d o f h a l l w a y SCALE:NORTH ELEVATION1/8" = 1'-0"4 2 333 3 3 1 1 4 1 2 2 7 1 1 1 1 11 6 9 1 3 7 B E Y O N D 14 1 4 1 4 8 8 5 1 5 4 3 3 833 3 3 3 3 3 3 3 SCALE:SOUTH ELEVATION1/8" = 1'-0"333 3 3 1 5 3 1 1 412 4 5 2 12 2 8 11 11 1 1 6 9 7 14 14 1 4 88SCALE:EAST ELEVATION1/8" = 1'-0" S C A L E : W E S T E L E V A T I O N 1 / 8 " = 1 ' - 0 " 33153 1 5 3 1 5 82 8 44 1 1 4 1 2 2 2 4 4 1111 1 1 5 5 6 6 99 9 10 1 0 13 1 3 777 7 7 1414 1 4 1 4 10 S C A L E : 1 A 2 . 1 D E T A I L 1 / 4 " = 1 ' - 0 " 3'-6" 6" 3 " 1 " 1" 2 6 ° 4 " A A A A 4 x 8 2 x 3 4 x 6 6 x 6 M A T C H R O O F P I T C H 4'-10" 2 ' - 6 " 2 ' - 6 " " S I M P S O N " R U S T I C C O L L E C T I O N T - S T R A P S C A L E : 2 A 2 . 1 D E T A I L 1 / 4 " = 1 ' - 0 " B B 1 2 x 1 2 4 x 4 6 x 1 2 M A T C H R O O F P I T C H 2 ' - 0 " " S I M P S O N " R U S T I C C O L L E C T I O N T - S T R A P 2'-0" B B 2'-0"±6'-6" 2 ' - 0 " 1 ' - 0 " 2 3 ° S C A L E : 3 A 2 . 1 D E T A I L 1 / 4 " = 1 ' - 0 " 1 4 ' - 0 " 2'-0" C C ± 7 ' - 6 " 5 " 2 x 4 1 2 x 1 2 4 x 1 0 C C 6 " 4 " 13'-0" 2 ' - 0 " 6 " 4 " 1 ' - 1 1 " D R A W I N G N O . : C H E C K E D B Y : D R A W N B Y : D A T E : P R O J E C T N O . : R E V I S I O N S PROJECT: SHEET TITLE: A 2 . 1 1 7 0 6 8 S E P T E M B E R 2 0 1 8 J H W PROVIDENCE SQUARE REXBURG, IDAHO EXTERIOR ELEVATIONS K P NEW CLUBHOUSE FOR: 1 . 1 x 8 V I N Y L T R I M B O A R D 2 . V I N Y L C O R N E R T R I M , T Y P I C A L A T A L L V I N Y L T O V I N Y L S I D I N G C O R N E R S . 3 . V I N Y L W I N D O W 4 . S T O N E V E N E E R 5 . C O N C R E T E W A L K / P A T I O 6 . C O N C R E T E F O O T I N G S A N D F O U N D A T I O N S 7 . G A B L E E N D V E N T 8 . P R E - F I N I S H E D D O W N S P O U T A N D G U T T E R S Y S T E M 9 . W O O D C O L U M N , S T A I N E D 1 0 . D E C O R A T I V E W O O D T R U S S A N D C O R B E L D E T A I L , S T A I N E D , S E E D E T A I L 1 / A 2 . 1 1 1 . R O O F S Y S T E M A N D A S P H A L T S H I N G L E S 1 2 . P E R G O L A , S T A I N E D , S E E D E T A I L 3 / A 2 . 1 1 3 . M A I N E N T R A N C E T R U S S D E T A I L , S T A I N E D , S E E D E T A I L 2 / A 2 . 1 1 4 . R I D G E V E N T 1 5 . D O O R , W O O D C L A D V I N Y L K E Y N O T E S V I N Y L V E R T I C A L B O A R D A N D B A T T E N S I D I N G V I N Y L H O R I Z O N T A L S I D I N G V I N Y L S H A K E S I D I N G N:\Projects\Other\Providence Square Clubhouse - 17068\CAD\Drawings\17068 A1.1_08-30-18.dwg, 9/19/2018 3:41:04 PM, DWG To PDF.pc3 1 1 1 ' - 0 " T . O . W A L L 1 0 0 ' - 0 " T . O . F . F . SCALE:SECTION1/8" = 1'-0"1A3.1 1 0 6 E X C E R C I S E 101 COMMON 1 1 2 L O B B Y 102 COMMON 1 1 2 116'-0"B.O. SOFFIT14 4 9 6 64 1 0 1 0 110'-0"B.O. HEADER 44 1 4 101717114'-0"T.O. WALL100'-0"T.O. F.F.SCALE:SECTION1/8" = 1'-0"2A3.1 1 1 8 ' - 8 " B . O . T R U S S 1 0 0 ' - 0 " T . O . F . F . S C A L E : S E C T I O N 1 / 8 " = 1 ' - 0 " 3 A 3 . 1 104A STORAGE 102 COMMON 1 0 5 R A C Q U E T B A L L 1 0 1 C O M M O N 1 1 1 ' - 0 " T . O . W A L L 1 0 0 ' - 0 " T . O . F . F . 1 0 6 E X C E R C I S E 1 0 8 S A L O N 1 0 7 H A L L S C A L E : S E C T I O N 1 / 8 " = 1 ' - 0 " 4 A 3 . 1 1 1 1 2 1 1 2 3 8 5 4 6 6 6 4 9 1 0 113'-6"T.O. WALL 126 1 2 6 1 2 6 1 2 3 1 4 120'-8"T.O. WALL 2 3 3 4 1 2 159 1 3 1 6 1'-8" 2 ' - 0 " 17 1 7 1 7 17 1 7 111'-0"T.O. WALL100'-0"T.O. F.F.106 EXCERCISE 110 WOMEN 107 HALL SCALE:SECTION1/8" = 1'-0"5A3.1 1 1 1 ' - 0 " T . O . W A L L 1 0 0 ' - 0 " T . O . F . F . S C A L E : S E C T I O N 1 / 8 " = 1 ' - 0 " 6 A 3 . 1 1 1 3 L E A S I N G 1 1 4 C O P Y 1 1 2 L O B B Y 117'-6"T.O. WALL111'-0"T.O. WALL 117'-6"T.O. WALL1 1 2 2 34 4 7 6 6 3 14 10 10 126 1 2 6 7 93 3 3 1 7 17 17 D R A W I N G N O . : C H E C K E D B Y : D R A W N B Y : D A T E : P R O J E C T N O . : R E V I S I O N S PROJECT: SHEET TITLE: A 3 . 1 1 7 0 6 8 S E P T E M B E R 2 0 1 8 J H W PROVIDENCE SQUARE REXBURG, IDAHO CROSS SECTIONS K P NEW CLUBHOUSE FOR: K E Y N O T E S 1 . C O N C R E T E F O O T I N G S A N D F O U N D A T I O N S 2 . 4 " C O N C R E T E S L A B 3 . 2 x 4 W O O D S T U D W A L L 4 . 2 x 6 W O O D S T U D W A L L 5 . 2 x 4 M E T A L S T U D W A L L 6 . P R E - E N G I N E E R E D R O O F T R U S S E S W I T H R O O F S H E A T H I N G A N D R O O F S Y S T E M 7 . W O O D D O O R A N D F R A M E 8 . V I N Y L W I N D O W 9 . W O O D C O L U M N 1 0 . G L U - L A M B E A M 1 1 . S L E E P E R C O U R T F L O O R S Y S T E M O N R E C E S S E D C O N C R E T E S L A B 1 2 . 6 " M E T A L F R A M I N G 1 3 . B U I L T - I N B E N C H , 2 x 4 W O O D F R A M I N G W I T H G Y P S U M B O A R D 1 4 . V I N Y L C L A D W O O D D O O R 1 5 . 1 . 7 5 x 5 . 5 L V L W A L L 1 6 . W O O D T R U S S 1 7 . I N S U L A T I O N N O T E : S E E W A L L T Y P E S O N S H E E T A 1 . 1 F O R W A L L F I N I S H E S . N:\Projects\Other\Providence Square Clubhouse - 17068\CAD\Drawings\17068 A1.1_08-30-18.dwg, 9/19/2018 3:57:26 PM, DWG To PDF.pc3 SCALE:SECTION3/4" = 1'-0"1A4.1 102 COMMON 7h 3c4"3d3a3b2a2b7g2"114'-0"T.O. WALL100'-0"T.O. F.F.6b7f6e7m7a7n9a6p 1A2.1 6e 7m 7a1/2"7e 9b 7f 1/2"2a2b R-21R-21 6s8b 7pR-38 1 1 6 ' - 0 " B . O . S O F F I T 1 1 0 ' - 0 " B . O . H E A D E R 1 2 0 ' - 8 " T . O . B E A R I N G 1 1 4 ' - 0 " T . O . B E A R I N G 6 b 7 f 6 e 7 m 9 a 9 a 6 a 6 s 6 p 6 f 1 / 2 " 1A2.1 6 f 9 b 7 a R - 2 1 6 h 6 t 7 f R - 2 1 7 p R - 3 8 7 f R - 2 1 7 p R - 3 8 1 0 9 ' - 6 " T . O . C O L U M N 1 0 0 ' - 0 " T . O . F . F . 1 1 2 L O B B Y S C A L E : S E C T I O N 3 / 4 " = 1 ' - 0 " 3 A 4 . 1 3 e 3 a 3 b 2 a 2 b 7 g 2 " 1 ' - 0 " 1 0 3 ' - 0 " T . O . C O L U M N B A S E 3 ' - 0 " 1 1 1 ' - 0 " B . O . B E A M 4 A 4 . 3 4 a 7 c 7 d 6 e 6 f 7 b 5 / 8 " 6 j 6 k 7 e 7 k 6 e 7 m 1 / 2 " 7 a 7 e 1 A 2 . 1 7 c 7 d 6 e 7 b 5 / 8 " 6 j 6 e 7 m 1 / 2 " 7 a 9 a 7 n 7 f 6 b 6 p 9 b 8 b 7 e 7 k 6 e 7 m 1 / 2 " 7 a 7 k 6 h 6 h 6 n 3 c 4 " 3 d 7 h 2 a 2 b R - 2 1 M E T A L M E T A L M E T A L 6 a 7 p R - 3 8 4 b 2 a 7 k B A T T I N S U L A T I O N P R E - F I N I S H E D M E T A L F L A S H I N G 0 8 D O O R S & W I N D O W S 7 j 8 b 8 a 0 9 F I N I S H E S 7 h 7 g 7 f 7 e 7 d 7 c R I G I D I N S U L A T I O N 0 7 T H E R M A L & M O I S T U R E P R O T E C T I O N 6 d 7 b 7 a 6 c 2 x 8 S H E A T H I N G 6 b 6 a 0 6 W O O D 2 x 6 S T E E L A N G L E , S E E S T R U C T U R A L 5 a 0 5 M E T A L S C O M P A C T E D E N G I N E E R E D F I L L C O M P A C T E D D R A I N A G E C O A R S E ( 4 " m i n D E P T H ) C O N C R E T E S L A B - S E E S T R U C T U R A L C O N C R E T E F O O T I N G - S E E S T R U C T U R A L C O N C R E T E F O U N D A T I O N - S E E S T R U C T U R A L 4 a 3 b 3 a 0 4 M A S O N R Y 2 b 0 2 S I T E W O R K 0 3 C O N C R E T E F O U N D A T I O N C O A T I N G V I N Y L W I N D O W A I R I N F I L T R A T I O N B A R R I E R 7 m 7 n 6 e P R E - E N G I N E E R E D W O O D T R U S S 6 f 2 x N A I L E R 4 " T H I C K C O N C R E T E S I D E W A L K 6 g S T O N E V E N E E R S T O N E C A P 6 h B E A M , S E E S T R U C T U R A L 6 j 2 x B L O C K I N G 6 k O U T L O O K E R N O T U S E D 5 b 6 m 1 . 7 5 x 5 . 5 L V L 6 n C O L U M N , S E E S T R U C T U R A L 3 c 3 d S U S P E N D E D L A Y - I N C E I L I N G P A N E L 9 b 9 a G Y P S U M B O A R D 6 p H E A D E R , S E E S T R U C T U R A L K E Y N O T E S V A P O R B A R R I E R 1 / 2 " A S P H A L T I C E X P A N S I O N J O I N T M A T E R I A L , C O N T . 2 x 4 2 x 1 0 S O F F I T P A N E L S 6 q P E R G O L A , S E E D E T A I L 3 / A 2 . 1 9 c 3 e P R E - C A S T C O N C R E T E C A P S L E E P E R C O U R T F L O O R S Y S T E M 9 d 5 c 4 " M E T A L S T U D 5 d 8 c 9 e S U S P E N D E D G Y P S U M B O A R D C E I L I N G 5 e S T E E L C O L U M N , S E E S T R U C T U R A L V I N Y L C L A D W O O D D O O R W I L S O N A R T T O N G U E A N D G R O O V E P A N E L S A S P H A L T S H I N G L E S V I N Y L S I D I N G P R I M A R Y U N D E R L A Y M E N T S E C O N D A R Y U N D E R L A Y M E N T F R A M E L E S S G L A S S D O O R A N D A L L G L A S S S T O R E F R O N T 6 r 4 x 4 C O R B E L 6 " M E T A L S T U D 6 s F I R E B L O C K I N G A T C E I L I N G L I N E , T Y P I C A L 6 t 2 x B R A C I N G 7 p B L O W - I N I N S U L A T I O N 2'-0"7c7d6e6f 7b5/8"6a 6k7e7kMETAL 1 0 1 C O M M O N S C A L E : S E C T I O N 3 / 4 " = 1 ' - 0 " 2 A 4 . 1 1 0 0 ' - 0 " T . O . F . F . 2 a 2 b 1 0 2 C O M M O N 8 c 3 c 4 " 7 c 7 d 6 e 7 b 5 / 8 " 6 j 6 k 7e7kMETAL D R A W I N G N O . : C H E C K E D B Y : D R A W N B Y : D A T E : P R O J E C T N O . : R E V I S I O N S PROJECT: SHEET TITLE: A 4 . 1 1 7 0 6 8 S E P T E M B E R 2 0 1 8 J H W PROVIDENCE SQUARE REXBURG, IDAHO WALL SECTIONS K P NEW CLUBHOUSE FOR: N:\Projects\Other\Providence Square Clubhouse - 17068\CAD\Drawings\17068 A1.1_08-30-18.dwg, 9/19/2018 3:58:21 PM, DWG To PDF.pc3 104A STORAGE SCALE:SECTION3/4" = 1'-0"1A4.2 114'-0"T.O. WALL100'-0"T.O. F.F.7h3a3b 2a2b7g2"1'-0"2'-0"6b7f6e7m7a 7c7d6e 6f7b5/8"7f7e1/2"3c4"6p8a R-21R-217j 7k6sMETAL 7pR-38 4 b 2 a 7 k B A T T I N S U L A T I O N P R E - F I N I S H E D M E T A L F L A S H I N G 0 8 D O O R S & W I N D O W S 7 j 8 b 8 a 0 9 F I N I S H E S 7 h 7 g 7 f 7 e 7 d 7 c R I G I D I N S U L A T I O N 0 7 T H E R M A L & M O I S T U R E P R O T E C T I O N 6 d 7 b 7 a 6 c 2 x 8 S H E A T H I N G 6 b 6 a 0 6 W O O D 2 x 6 S T E E L A N G L E , S E E S T R U C T U R A L 5 a 0 5 M E T A L S C O M P A C T E D E N G I N E E R E D F I L L C O M P A C T E D D R A I N A G E C O A R S E ( 4 " m i n D E P T H ) C O N C R E T E S L A B - S E E S T R U C T U R A L C O N C R E T E F O O T I N G - S E E S T R U C T U R A L C O N C R E T E F O U N D A T I O N - S E E S T R U C T U R A L 4 a 3 b 3 a 0 4 M A S O N R Y 2 b 0 2 S I T E W O R K 0 3 C O N C R E T E F O U N D A T I O N C O A T I N G V I N Y L W I N D O W A I R I N F I L T R A T I O N B A R R I E R 7 m 7 n 6 e P R E - E N G I N E E R E D W O O D T R U S S 6 f 2 x N A I L E R 4 " T H I C K C O N C R E T E S I D E W A L K 6 g S T O N E V E N E E R S T O N E C A P 6 h B E A M , S E E S T R U C T U R A L 6 j 2 x B L O C K I N G 6 k O U T L O O K E R N O T U S E D 5 b 6 m 1 . 7 5 x 5 . 5 L V L 6 n C O L U M N , S E E S T R U C T U R A L 3 c 3 d S U S P E N D E D L A Y - I N C E I L I N G P A N E L 9 b 9 a G Y P S U M B O A R D 6 p H E A D E R , S E E S T R U C T U R A L K E Y N O T E S V A P O R B A R R I E R 1 / 2 " A S P H A L T I C E X P A N S I O N J O I N T M A T E R I A L , C O N T . 2 x 4 2 x 1 0 S O F F I T P A N E L S 6 q P E R G O L A , S E E D E T A I L 3 / A 2 . 1 9 c 3 e P R E - C A S T C O N C R E T E C A P S L E E P E R C O U R T F L O O R S Y S T E M 9 d 5 c 4 " M E T A L S T U D 5 d 8 c 9 e S U S P E N D E D G Y P S U M B O A R D C E I L I N G 5 e S T E E L C O L U M N , S E E S T R U C T U R A L V I N Y L C L A D W O O D D O O R W I L S O N A R T T O N G U E A N D G R O O V E P A N E L S A S P H A L T S H I N G L E S V I N Y L S I D I N G P R I M A R Y U N D E R L A Y M E N T S E C O N D A R Y U N D E R L A Y M E N T F R A M E L E S S G L A S S D O O R A N D A L L G L A S S S T O R E F R O N T 6 r 4 x 4 C O R B E L 6 " M E T A L S T U D 6 s F I R E B L O C K I N G A T C E I L I N G L I N E , T Y P I C A L 6 t 2 x B R A C I N G 7 p B L O W - I N I N S U L A T I O N 1 0 5 RA C Q U E T B A L L 113'-0"T.O. WALL 120'-8"T.O. WALLSCALE:SECTION3/4" = 1'-0"2A4.2 100'-0"T.O. F.F.7h 3 a 3 b 2 a 2 b 7 g 2 " 1'-0"2'-0" 9 d 6m7f6e7m7a 7c7d6e 6 f 7b5/8"7e1/2"R-216q 3 c 4 " 9 e 1'-1"6 3/8" 5 d 5 e 7kMETAL8"MIN.7a 2 5/8" ℄ 7 f R - 2 1 7 p R - 3 8 1 0 0 ' - 0 " T . O . F . F . 1 0 1 C O M M O N S C A L E : S E C T I O N 3 / 4 " = 1 ' - 0 " 3 A 4 . 2 1 0 4 ' - 0 " T . O . C O L U M N B A S E 3 a 3 b 2 a 2 b 7 g 2 " 3 e 5 A 4 . 3 4 a 3 c 4 " 1 2 0 ' - 8 " T . O . W A L L 1 1 8 ' - 8 " B . O . T R U S S 1 0 9 ' - 0 " B . O . H E A D E R 2 ' - 0 " 5 ' - 0 " 4 b 6 s 8 b 6 a 6 b 7 f 6 e 7 m 7 c 7 d 6 e 6 b 7 b 5 / 8 " 6 j 6 k 7 e 7 k 6 e 7 m 1 / 2 " 7 a 6 b 9 a 6 f 7 p R - 3 8 6 e 5 / 8 " 6 h 7 f R - 2 1 6 a 7 f R - 2 1 9 a 1 / 2 " R - 2 1 6 p 5 a 2 A 2 . 1 6 h 6 r 6 n 4 a 6 s W O O D 6 e 5 a 4 b 8 a 6 t 6 j 7 p R - 3 8 D R A W I N G N O . : C H E C K E D B Y : D R A W N B Y : D A T E : P R O J E C T N O . : R E V I S I O N S PROJECT: SHEET TITLE: A 4 . 2 1 7 0 6 8 S E P T E M B E R 2 0 1 8 J H W PROVIDENCE SQUARE REXBURG, IDAHO WALL SECTIONS K P NEW CLUBHOUSE FOR: N:\Projects\Other\Providence Square Clubhouse - 17068\CAD\Drawings\17068 A1.1_08-30-18.dwg, 9/19/2018 3:39:14 PM, DWG To PDF.pc3 4 b 2 a 7 k B A T T I N S U L A T I O N P R E - F I N I S H E D M E T A L F L A S H I N G 0 8 D O O R S & W I N D O W S 7 j 8 b 8 a 0 9 F I N I S H E S 7 h 7 g 7 f 7 e 7 d 7 c R I G I D I N S U L A T I O N 0 7 T H E R M A L & M O I S T U R E P R O T E C T I O N 6 d 7 b 7 a 6 c 2 x 8 S H E A T H I N G 6 b 6 a 0 6 W O O D 2 x 6 S T E E L A N G L E , S E E S T R U C T U R A L 5 a 0 5 M E T A L S C O M P A C T E D E N G I N E E R E D F I L L C O M P A C T E D D R A I N A G E C O A R S E ( 4 " m i n D E P T H ) C O N C R E T E S L A B - S E E S T R U C T U R A L C O N C R E T E F O O T I N G - S E E S T R U C T U R A L C O N C R E T E F O U N D A T I O N - S E E S T R U C T U R A L 4 a 3 b 3 a 0 4 M A S O N R Y 2 b 0 2 S I T E W O R K 0 3 C O N C R E T E F O U N D A T I O N C O A T I N G V I N Y L W I N D O W A I R I N F I L T R A T I O N B A R R I E R 7 m 7 n 6 e P R E - E N G I N E E R E D W O O D T R U S S 6 f 2 x N A I L E R 4 " T H I C K C O N C R E T E S I D E W A L K 6 g S T O N E V E N E E R S T O N E C A P 6 h B E A M , S E E S T R U C T U R A L 6 j 2 x B L O C K I N G 6 k O U T L O O K E R N O T U S E D 5 b 6 m 1 . 7 5 x 5 . 5 L V L 6 n C O L U M N , S E E S T R U C T U R A L 3 c 3 d S U S P E N D E D L A Y - I N C E I L I N G P A N E L 9 b 9 a G Y P S U M B O A R D 6 p H E A D E R , S E E S T R U C T U R A L K E Y N O T E S V A P O R B A R R I E R 1 / 2 " A S P H A L T I C E X P A N S I O N J O I N T M A T E R I A L , C O N T . 2 x 4 2 x 1 0 S O F F I T P A N E L S 6 q P E R G O L A , S E E D E T A I L 3 / A 2 . 1 9 c 3 e P R E - C A S T C O N C R E T E C A P S L E E P E R C O U R T F L O O R S Y S T E M 9 d 5 c 4 " M E T A L S T U D 5 d 8 c 9 e S U S P E N D E D G Y P S U M B O A R D C E I L I N G 5 e S T E E L C O L U M N , S E E S T R U C T U R A L V I N Y L C L A D W O O D D O O R W I L S O N A R T T O N G U E A N D G R O O V E P A N E L S A S P H A L T S H I N G L E S V I N Y L S I D I N G P R I M A R Y U N D E R L A Y M E N T S E C O N D A R Y U N D E R L A Y M E N T F R A M E L E S S G L A S S D O O R A N D A L L G L A S S S T O R E F R O N T 6 r 4 x 4 C O R B E L 6 " M E T A L S T U D 6 s F I R E B L O C K I N G A T C E I L I N G L I N E , T Y P I C A L 6 t 2 x B R A C I N G 7 p B L O W - I N I N S U L A T I O N 106 EXCERCISE SCALE:SECTION3/4" = 1'-0"1A4.3 111'-0"T.O. WALL100'-0"T.O. F.F.7h3a3b 2a2b7g2"2'-0"6b7f6e7m7a 7c7d6e6f 7b5/8"7f7e1/2"R-21R-21 9a3c4"7j 7kMETAL 1'-0"7pR-38 1 1 1 ' - 0 " T . O . W A L L 1 0 0 ' - 0 " T . O . F . F . 108 SALON S C A L E : S E C T I O N 3 / 4 " = 1 ' - 0 " 2 A 4 . 3 3 a 3 b 2 a 2 b 7 g 2 " 1'-0" 7 h 3 c 4 " 7 j 6 b 7 f 6 e 7 m 7 a 7 c 7 d 6 e 6f 7 b 5 / 8 " 7 e 7 k 1 / 2 " R-21 R - 2 1 9c 6 s M E T A L 7pR-387f 1 0 6 E X C E R C I S E 1 1 7 ' - 6 " T . O . W A L L 1 1 1 ' - 0 " T . O . W A L L S C A L E : S E C T I O N 3 / 4 " = 1 ' - 0 " 3 A 4 . 3 1 0 7 ' - 2 " B . O . H E A D E R 1 0 0 ' - 0 " T . O . F . F . 1 0 9 ' - 6 " T . O . C O L U M N 7 h 3 a 3 b 2 a 2 b 7 g 2 " 1 ' - 0 " 3 e 4 A 4 . 3 3 ' - 0 " 1 0 3 ' - 0 " T . O . C O L U M N B A S E 1 ' - 0 " 4 a 5 a 6 b 7 f 4 a 7 c 7 d 6 e 6 f 7 b 5 / 8 " 6 j 6 k 7 e 6 e 7 m 7 a 7 k 1 / 2 " 6 e 7 m 7 a 1 / 2 " 7 e 7 k 7 c 7 d 6 e 6 a 7 b 5 / 8 " 6 j 6 k 6 h 7 k R - 2 1 8 b 6 n 7 p 9 a R - 2 1 6 p 6 h 7 f 3 c 4 " M E T A L M E T A L 6 f R - 3 8 SCALE:4A4.3 DETAIL1 1/2" = 1'-0"6 x 6 WOOD COLUMNWATER RESISTANT BARRIER 2 x 4 WOOD STUDSWITH 1/2" WALL SHEATHINGMETAL LATH ANDMORTAR SETTING BEDSTONE VENEER 1'-0 1/2" S C A L E : 5 A 4 . 3 D E T A I L 1 1 / 2 " = 1 ' - 0 " 12 x 12 WOOD COLUMNWATER RESISTANT BARRIER 2 x 4 WOOD STUDSWITH 1/2" WALL SHEATHINGMETAL LATH ANDMORTAR SETTING BEDSTONE VENEER 1 ' - 6 1 / 2 " D R A W I N G N O . : C H E C K E D B Y : D R A W N B Y : D A T E : P R O J E C T N O . : R E V I S I O N S PROJECT: SHEET TITLE: A 4 . 3 1 7 0 6 8 S E P T E M B E R 2 0 1 8 J H W PROVIDENCE SQUARE REXBURG, IDAHO WALL SECTIONS K P NEW CLUBHOUSE FOR: N:\Projects\Other\Providence Square Clubhouse - 17068\CAD\Drawings\17068 A1.1_08-30-18.dwg, 9/19/2018 3:38:12 PM, DWG To PDF.pc3 A DOOR NUMBER 1 0 1 A D O O R S C H E D U L E M A T E R I A L S D E T A I L S R E M A R K S S 1 / A 5 . 2 2 / A 5 . 2 B 3 ' - 0 " x 6 ' - 8 " S 1 . G L A Z I N G S H A L L B E 1 " T E M P E R E D , I N S U L A T I N G G L A S S U N L E S S O T H E R W I S E N O T E D . SCALE:DOOR TYPES1/4" = 1'-0" 1 0 2 A 1 0 2 B 1 0 3 W I N D O W S C H E D U L E JAMB WINDOW NUMBER SIZE HEAD WINDOW TYPE SILL D E T A I L S R E M A R K S A 8 / A 5 . 2 9 / A 5 . 2 1 0 / A 5 . 2 MATERIAL V I N Y L SCALE:WINDOW TYPES1/4" = 1'-0" 1 0 4 A ROOM FINISH SCHEDULETEXTURED / PAINTED GYPSUM BOARD NAME AREANO.SEALED CONCRETESEE DESIGNATED NOTECERAMIC TILESEE DESIGNATED NOTE FLOORBASEWESTSEE DESIGNATED NOTEMAIN LEVEL SEE DESIGNATED NOTESEE DESIGNATED NOTE WALLSNORTHEASTSOUTHSEE DESIGNATED NOTESEE DESIGNATED NOTE2 x 4 LAY-IN PANELS CEILING103104AMECHANICAL109MEN111COPY112WOMEN110NOTES:1.6'-0" TALL CERAMIC TILE WAINSCOT AROUND DRINKING FOUNTAIN2.4'-0" TALL FRP WAINSCOT BEHIND MOP SINK3.RECESSED CONCRETE SLAB4.RUBBER MATS BY OWNER COMMON101LOBBY WOOD BASERAQUETBALL COURT105106HALL107108SALONLEASING CERAMIC TILE1 1 . G L A Z I N G S H A L L B E 1 " T E M P E R E D , I N S U L A T I N G G L A S S U N L E S S O T H E R W I S E N O T E D . EXCERCISE 102DOG WASH 1 0 4 B ( 2 ) 3 ' - 0 " x 6 ' - 8 " P 3 ' - 0 " x 7 ' - 0 " E X T E R I O R D O O R SIZE SINGLE OR PAIR DOOR TYPE DOOR FRAME HEAD SILL S 4 ' - 0 " x 7 ' - 0 " G L A S S A L U M P ( 2 ) 3 ' - 0 " x 7 ' - 0 " E X T E R I O R D O O R S 3 ' - 0 " x 7 ' - 0 " E X T E R I O R D O O R W O O D W O O D W O O D W O O D 1 0 5 1 0 6 A 1 0 6 B 3 ' - 0 " x 6 ' - 8 " S E X T E R I O R D O O R S 3 ' - 0 " x 7 ' - 0 " S 3 ' - 0 " x 7 ' - 0 " 1 0 8 1 0 9 1 1 0 1 1 1 3 ' - 0 " x 6 ' - 8 " S 3 ' - 0 " x 6 ' - 8 " S W O O D 3 ' - 0 " x 6 ' - 8 " S W O O D 3 ' - 0 " x 6 ' - 8 " S W O O D 1 1 2 A 1 1 2 B S 3 ' - 0 " x 7 ' - 0 " W O O D S 3 ' - 0 " x 6 ' - 8 " E X T E R I O R D O O R 1 1 3 1 1 4 3 ' - 0 " x 6 ' - 8 " S 3 ' - 0 " x 6 ' - 8 " S W O O D 1 0 1 A 3 ' - 4 " x 6 ' - 0 " 1 0 1 B 1 0 1 C 1 0 1 D 1 0 1 E 1 0 1 F 1 0 1 G 1 0 1 H 1 0 1 J A 3 ' - 4 " x 6 ' - 0 " A 3 ' - 4 " x 6 ' - 0 " A 3 ' - 4 " x 6 ' - 0 " B 3 ' - 4 " x 4 ' - 0 " B 3 ' - 4 " x 4 ' - 0 " B 3 ' - 4 " x 4 ' - 0 " B 3 ' - 4 " x 4 ' - 0 " 1 0 2 A 1 0 2 B 1 0 2 C 1 0 2 D 1 0 3 1 0 4 A 1 0 4 B 9 ' - 0 " x 4 ' - 0 " C D 4 ' - 0 " x 6 ' - 0 " D 4 ' - 0 " x 6 ' - 0 " D 4 ' - 0 " x 6 ' - 0 " 6 ' - 0 " x 4 ' - 0 " E 4 ' - 0 " x 4 ' - 0 " F 4 ' - 0 " x 4 ' - 0 " F 4 ' - 0 " x 4 ' - 0 " F 1 0 6 A 1 0 6 B 6 ' - 0 " x 4 ' - 0 " E 6 ' - 0 " x 4 ' - 0 " E 6 ' - 0 " x 4 ' - 0 " E 1 1 4 B 1 0 8 A 4 ' - 0 " x 4 ' - 0 " F 1 0 9 4 ' - 0 " x 4 ' - 0 " F 1 1 0 A 2 ' - 0 " x 2 ' - 0 " G 1 1 0 B 2 ' - 0 " x 2 ' - 0 " G 1 1 1 A 2 ' - 0 " x 2 ' - 0 " G 1 1 1 B 2 ' - 0 " x 2 ' - 0 " G 1 1 3 A 6 ' - 0 " x 4 ' - 0 " E 1 1 3 B 6 ' - 0 " x 4 ' - 0 " E 1 1 2 A 4 ' - 0 " x 4 ' - 0 " F 1 1 4 A 4 ' - 0 " x 4 ' - 0 " F ABCD E F G 3'-0"6'-0"2"3'-0"2"3'-4"2"5'-8"2"11'-0"4'-0"2"3'-0"2"3'-4"2"3'-8"2"11'-0"4'-0"2"2'-8"2"9'-0"2"3'-8"2"3'-0"2"2'-8"2"3'-0"6'-0"2"3'-8"2"4'-0"2"5'-8"2" 3'-0"4'-0" 2 " 5 ' - 8 " 2 " 6 ' - 0 " 2" 3'-8" 2" 3'-0"4'-0" 2 " 3 ' - 8 " 2 " 4 ' - 0 " 2" 3'-8" 2" 6'-0"2'-0" 2 " 1 ' - 8 " 2 " 2 ' - 0 " 2" 1'-8" 2" 2"2'-8"2"9'-0"8'-0"2"2"3'-0"2'-8"2"10"9'-0" C 7'-2" 2 " 3 ' - 0 " 2 " 6 ' - 4 " 10"6'-2" 2" 3 ' - 0 " 10'-0"6'-3 5/8"16'-7 1/4"6'-10"2"4'-0"6'-3 5/8"2"2'-10" 7'-2" 10"6'-2" 2" 3 ' - 0 " 2 " 3 ' - 4 " 2 " 6'-10" 6'-8" 2" 3 ' - 0 " 2 " 3 ' - 4 " 2 " D E 6'-10" 6'-8" 2" 6 ' - 0 " 2 " 6 ' - 4 " 2 " F G B C D E F G 7'-0" 1 1 ' - 6 " E D E E E E E D E E COMMONSTORAGE113114 TEXTURED / PAINTED GYPSUM BOARDCERAMIC TILETEXTURED / PAINTED GYPSUM BOARDCERAMIC TILE ACOUSTICAL LAY-IN PANELSLUXURY VINYL TILECARPETRUBBER BASEFIBERGLASS RENFORCED PLASTIC PANELFIBERGLASS RENFORCED PLASTIC PANELFIBERGLASS RENFORCED PLASTIC PANELFIBERGLASS RENFORCED PLASTIC PANELTEXTURED / PAINTED GYPSUM BOARDCERAMIC TILETEXTURED / PAINTED GYPSUM BOARD104BELECTRICALWOOD GYM FLOOR21123FAUX BEAMS4 1 6 / A 5 . 2 - 3 / A 5 . 2 4 / A 5 . 2 5 / A 5 . 2 - 5 / A 5 . 2 - P R E - F A B R I C A T E D R A Q U E T B A L L C O U R T G L A S S W A L L / D O O R 5 / A 5 . 2 - 1 6 / A 5 . 2 - - - - - - W O O D W O O D W O O D W O O D W O O D W O O D W O O D W O O D W O O D W O O D W O O D 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 2'-10"3'-8" 2" 2 " 5 ' - 0 " 4 ' - 8 " 2 " 2 " 1 ' - 2 " 2 " 1 ' - 6 " 7'-2" 10"6'-2" 2" H J K 2 " 1 ' - 2 " 2 " 1 ' - 6 " 6'-10" 10"5'-10" 2" 2" 4'-0" 6'-10" 1 0 8 B 5 ' - 0 " x 4 ' - 0 " V I N Y L K 1 0 6 C 1 0 6 D 1 ' - 6 " x 7 ' - 2 " 1 0 6 E 1 0 6 F H H J J 1 ' - 6 " x 7 ' - 2 " 1 ' - 6 " x 6 ' - 1 0 " 1 ' - 6 " x 6 ' - 1 0 " V I N Y L V I N Y L V I N Y L V I N Y L 1 1 3 C 5 ' - 0 " x 4 ' - 0 " V I N Y L K 1 1 2 B 1 1 2 C 1 ' - 6 " x 7 ' - 2 " H H 1 ' - 6 " x 7 ' - 2 " V I N Y L V I N Y L W D / V I N Y L C L A D W D / V I N Y L C L A D W D / V I N Y L C L A D W D / V I N Y L C L A D W D / V I N Y L C L A D W D / V I N Y L C L A D W D / V I N Y L C L A D W D / V I N Y L C L A D W D / V I N Y L C L A D W D / V I N Y L C L A D V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L V I N Y L 1 6 / A 5 . 2 - 5 / A 5 . 2 5 / A 5 . 2 5 / A 5 . 2 5 / A 5 . 2 5 / A 5 . 2 1 6 / A 5 . 2 - 5 / A 5 . 2 - 5 / A 5 . 2 - 8 / A 5 . 2 9 / A 5 . 2 1 0 / A 5 . 2 8 / A 5 . 2 9 / A 5 . 2 1 0 / A 5 . 2 8 / A 5 . 2 9 / A 5 . 2 1 0 / A 5 . 2 8 / A 5 . 2 9 / A 5 . 2 1 0 / A 5 . 2 8 / A 5 . 2 9 / A 5 . 2 1 0 / A 5 . 2 8 / A 5 . 2 9 / A 5 . 2 1 0 / A 5 . 2 8 / A 5 . 2 9 / A 5 . 2 1 0 / A 5 . 2 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 8 / A 5 . 2 9 / A 5 . 2 1 0 / A 5 . 2 8 / A 5 . 2 9 / A 5 . 2 1 0 / A 5 . 2 1 4 / A 5 . 2 - 1 5 / A 5 . 2 1 4 / A 5 . 2 - 1 5 / A 5 . 2 1 4 / A 5 . 2 - 1 5 / A 5 . 2 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 8 / A 5 . 2 S I M . 9 / A 5 . 2 S I M . 1 0 / A 5 . 2 S I M . 8 / A 5 . 2 S I M . 9 / A 5 . 2 S I M . 1 0 / A 5 . 2 S I M . 8 / A 5 . 2 S I M . 9 / A 5 . 2 S I M . 1 0 / A 5 . 2 S I M . 8 / A 5 . 2 S I M . 9 / A 5 . 2 S I M . 1 0 / A 5 . 2 S I M . 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 8 / A 5 . 2 S I M . 9 / A 5 . 2 S I M . 1 0 / A 5 . 2 S I M . 8 / A 5 . 2 S I M . 9 / A 5 . 2 S I M . 1 0 / A 5 . 2 S I M . 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 1 4 / A 5 . 2 - 1 5 / A 5 . 2 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 1 1 / A 5 . 2 1 2 / A 5 . 2 1 3 / A 5 . 2 D R A W I N G N O . : C H E C K E D B Y : D R A W N B Y : D A T E : P R O J E C T N O . : R E V I S I O N S PROJECT: SHEET TITLE: A 5 . 1 1 7 0 6 8 S E P T E M B E R 2 0 1 8 J H W PROVIDENCE SQUARE REXBURG, IDAHO DOOR, WINDOW AND FINISH SCHEDULES K P NEW CLUBHOUSE FOR: N:\Projects\Other\Providence Square Clubhouse - 17068\CAD\Drawings\17068 A1.1_08-30-18.dwg, 9/19/2018 3:36:27 PM, DWG To PDF.pc3 D o o r r e m o v e d f r o m p r o j e c t SCALE:1A5.2 HEAD / JAMB SIM.1 1/2" = 1'-0"SCALE:2A5.2 SILL1 1/2" = 1'-0"SCALE: 3 A 5 . 2 HEAD / J A M B S I M . 1 1/ 2 " = 1 ' - 0 " S C A L E : 4 A 5 . 2 S I L L 1 1 / 2 " = 1 ' - 0 " S C A L E : 5 A 5 . 2 H E A D / J A M B S I M . 1 1 / 2 " = 1 ' - 0 " ( 2 ) 2 x 6 D O O R , S E E S C H E D U L E 3 / 4 " x 3 1 / 2 " , P A I N T E D M D F SCALE:8A5.2 HEAD1 1/2" = 1'-0"SCALE:9A5.2 JAMB1 1/2" = 1'-0" C A U L K A L L A R O U N D B O T H S I D E S , T Y P . 3 1/2" 3"1/2" 1 / 2 " 1 / 2 " 1/4" D O O R C A S I N G 3 / 4 " x 3 1 / 2 " , P A I N T E D M D F 1 " 3/4"2 1/2"1" 1 " 1 / 2 " 3 1/2" 1 " W I N D O W , S E E S C H E D U L E 3 / 4 " P A I N T E D M D F 3 / 4 " x 3 1 / 2 " P A I N T E D M D F W1 WINDOW, SEE SCHEDULE1/2" CHAMFER W1HEADER,SEE STRUCTURALWINDOW,SEE SCHEDULE CAULK ALL AROUNDBOTH SIDES, TYP.SILL 3/4" x 6" C A U L K A L L A R O U N D , T Y P . W I N D O W , S E E S C H E D U L E 3 / 4 " P A I N T E D M D F C A U L K A L L A R O U N D , T Y P . W1SCALE: 1 0 A 5 . 2 SILL1 1/ 2 " = 1 ' - 0 " S C A L E : 1 1 A 5 . 2 H E A D 1 1 / 2 " = 1 ' - 0 " SCALE:12A5.2 JAMB1 1/2" = 1'-0"SCALE:13A5.2 SILL1 1/2" = 1'-0"SCALE: 1 4 A 5 . 2 HEAD/J A M B S I M . 1 1/ 2 " = 1 ' - 0 " PAINTED MDF,CUT TO FIT 3/4" x 3 1/2",PAINTED MDF S C A L E : 1 5 A 5 . 2 S I L L 1 1 / 2 " = 1 ' - 0 " S C A L E : 6 A 5 . 2 D E T A I L 1 1 / 2 " = 1 ' - 0 " S C A L E : 7 A 5 . 2 D E T A I L 1 1 / 2 " = 1 ' - 0 " W 1 WINDOW, SEE SCHEDULE1/2" CHAMFER W1 H E A D E R , S E E S T R U C T U R A L W I N D O W , S E E S C H E D U L E C A U L K A L L A R O U N D B O T H S I D E S , T Y P . SILL 3/4" x 6"CAULK ALLAROUND, TYP.WINDOW,SEE SCHEDULE3/4" PAINTED MDFCAULK ALLAROUND, TYP.W1 P A I N T E D M D F , C U T T O F I T 3 / 4 " x 3 1 / 2 " , P A I N T E D M D F 1 / 2 " 3 1 / 2 " W 3 W9CAULK ALL AROUNDBOTH SIDES, TYP.PAINTED MDF,CUT TO FIT3/4" x 3 1/2", PAINTED MDF W 7 ( 3 ) 2 x 6 G L A Z I N G A L U M I N U M F R A M E C A U L K A L L A R O U N D B O T H S I D E S , T Y P . G L A Z I N G A L U M I N U M F R A M E C A U L K A L L A R O U N D B O T H S I D E S , T Y P . F L O O R F I N I S H WOOD DOOR, VINYL CLADTHRESHOLD(3) 2 x 6SEALANT ALLAROUND , TYP.CAULK ALLAROUND , TYP.DOOR,SEE SCHEDULE 3/4"PAINTED MDF W 7 H E A D E R , S E E S T R U C T U R A L W I N D O W , S E E S C H E D U L E C A U L K A L L A R O U N D B O T H S I D E S , T Y P . C A U L K A L L A R O U N D , T Y P . W I N D O W , S E E S C H E D U L E 3 / 4 " P A I N T E D M D F C A U L K A L L A R O U N D , T Y P . W 7 3 / 4 " x 3 1 / 2 " , P A I N T E D M D F C A U L K A L L A R O U N D , T Y P . 3 / 4 " P A I N T E D M D F HEADER,SEE STRUCTURALDOOR,SEE SCHEDULE CAULK ALL AROUNDBOTH SIDES, TYP.PAINTED MDF,CUT TO FIT 3/4" x 3 1/2",PAINTED MDFSCALE:16A5.2 HEAD / JAMB SIM.1 1/2" = 1'-0" 1 0 5 R A Q U E T B A L L S C A L E : S E C T I O N 3 / 4 " = 1 ' - 0 " 1 7 A 5 . 2 1 0 0 ' - 0 " T . O . F . F . 2 a 20'-0" FINISHED CEILING HEIGHT 1 0 4 A E L E C T R I C A L 1 0 4 B S T O R A G E 9'-4 1/2" FROM FINISHED COURT FLOOR TO B.O. OPENING 1'-2 1/2" 3 ' - 4 " 2 ' - 1 1 " 1'-2 1/2"3" 1'-5 1/2" CLEAR 6 ' - 3 " C L E A R 3 ' - 0 " O P E N I N G F O R R E T R A C T A B L E B A S K E T B A L L H O O P 6 3 / 8 " 4 " M E T A L S T U D S S U P P L I E D B Y T H E C O U R T C O M P A N Y S L E E P E R C O U R T F L O O R S Y S T E M S U P P L I E D B Y T H E C O U R T C O M P A N Y 2 5/8" R E C E S S E D C O N C R E T E S L A B 1 2 0 ' - 8 " T . O . B E A R I N G W I L S O N A R T T O N G U E A N D G R O O V E P A N E L S S U P P L I E D B Y T H E C O U R T C O M P A N Y 6 " M E T A L S T U D S S U P P L I E D B Y T H E C O U R T C O M P A N Y 4 3/8" D R A W I N G N O . : C H E C K E D B Y : D R A W N B Y : D A T E : P R O J E C T N O . : R E V I S I O N S PROJECT: SHEET TITLE: A 5 . 2 1 7 0 6 8 S E P T E M B E R 2 0 1 8 J H W PROVIDENCE SQUARE REXBURG, IDAHO DOOR AND WINDOW DETAILS K P NEW CLUBHOUSE FOR: N:\Projects\Other\Providence Square Clubhouse - 17068\CAD\Drawings\17068 A1.1_08-30-18.dwg, 9/19/2018 3:35:35 PM, DWG To PDF.pc3 ELEVATIONSCALE:2A6.11/4" = 1'-0" 2 G K J E L E V A T I O N S C A L E : 3 A 6 . 1 1 / 4 " = 1 ' - 0 " E L E V A T I O N S C A L E : 4 A 6 . 1 1 / 4 " = 1 ' - 0 " 29"30"MAX.44"40"C 44" MAX.9" MIN.27"A 34"17"-19"H 3 9 " - 4 1 " 7"-9"NOTE: SOME ITEMS SHOWN ABOVE MAY NOT BE IDENTICAL OR SPECIFIED ON THIS PROJECT.34"C. MIRRORD. PAPER TOWEL DISPENSER/ WASTE RECEPTACLE 5 4 " M I N . 39"-41"J. W A T E R C L O S E T K. G R A B B A R 18"-48"BDEFGJ K 4 2 " M I N 1 2 " M A X . 33"-36"18"MIN W A L L A. TOILET PAPER DISPENSERB. SANITARY NAPKIN DISPENSER E. SANITARY NAPKIN DISPOSAL - IN WOMEN TOILETROOM ONLYF. CHANGING TABLE G. SOAP DISPENSERH. SINK 1 6 " - 1 8 " R E Q . 1 2 " M I N . 2 4 " M I N . 3 6 " M I N . 42" MIN.12" MAX. 39"-41" 56" MIN. 6 0 " M I N . S C A L E : 1 / 4 " = 1 ' - 0 " G R A B B A R S A T W A T E R C L O S E T T Y P I C A L M O U N T I N G L O C A T I O N S - 34" MAXIMUM TO WORKINGSURFACE WHEN OPENANSI MOUNTING HEIGHTSSCALE: 1/4"= 1'-0"44"EA C D H F 3 2 5 6 E L E V A T I O N S C A L E : 5 A 6 . 1 1 / 4 " = 1 ' - 0 " SCALE:6A6.1 ENLARGED RECEPTION DESK1/4" = 1'-0"4'-6"1'-6"2'-6"9A6.1ELEVATIONSCALE:7A6.11/4" = 1'-0"EL E V A T I O N SCALE : 8 A 6 . 1 1 / 4 " = 1 ' - 0 " A6.17A6.18 S C A L E : 9 A 6 . 1 D E T A I L 1 / 4 " = 1 ' - 0 " 1'-0"A6.1 9104'-6"3'-6"110 WOMEN 111 MEN A6.1 2345A6.1 2543MIR.MIR.MIR.SCALE:1A6.1 ENLARGED TOILET ROOMS1/4" = 1'-0" S C A L E : 1 0 A 6 . 1 D E T A I L 1 / 4 " = 1 ' - 0 " 1 2'-6"1'-0" 3'-6" 8910 1 ' - 6 " 1112 4'-0"SCALE:11A6.1 DETAIL1/4" = 1'-0"8'-0"8'-0"3'-0"8 1/2"1'-1 1/2"1'-0"1'-2"7'-0"2'-8"2'-8"2'-8"1'-2"2'-6"1'-2"4 3/4"2'-9 1/4"12'-0"73 5614131516 1 1 8 9 1 7 184 12A6.1 S C A L E : 1 2 A 6 . 1 D E T A I L 1 / 4 " = 1 ' - 0 " 5 6 1 4 1 3 4 2 ' - 2 " 1 ' - 0 " 4 " 8 1/2" 1 2 D R A W I N G N O . : C H E C K E D B Y : D R A W N B Y : D A T E : P R O J E C T N O . : R E V I S I O N S PROJECT: SHEET TITLE: A 6 . 1 1 7 0 6 8 S E P T E M B E R 2 0 1 8 J H W PROVIDENCE SQUARE REXBURG, IDAHO ENLARGED TOILET ROOMS AND ELEVATIONS K P NEW CLUBHOUSE FOR: K E Y N O T E S 1 . F L O O R D R A I N 2 . W O O D T R I M , S T A I N E D 3 . C E R A M I C W A L L T I L E , 4 " x 1 6 " 4 . 4 " L E D G E 5 . G Y P S U M B O A R D - T A P E D , T E X T U R E D A N D P A I N T E D 6 . Q U A R T Z C O U N T E R T O P 7 . C E R A M I C W A L L T I L E , 6 " x 1 8 " 8 . T R A N S A C T I O N C O U N T E R T O P , G R A N I T E 9 . C O U N T E R T O P , P L A S T I C L A M I N A T E 1 0 . R E C E P T I O N D E S K , P L A S T I C L A M I N A T E 1 1 . F I L E C A B I N E T , P L A S T I C L A M I N A T E 1 2 . T O E K I C K 1 3 . S H E L F , P L A S T I C L A M I N A T E 1 4 . B A S E C A B I N E T , P L A S T I C L A M I N A T E 1 5 . A D J U S T A B L E S H E L V E S 1 6 . V E R I F Y D I M E N S I O N O F S P A C E F O R R E F R I G E R A T O R W I T H O W N E R 1 7 . E N D P A N E L 1 8 . O P E N S H E L F 1 . I N S T A L L S O L I D B L O C K I N G A S R E Q U I R E D F O R S H E L V E S , F I X T U R E S E T C . V E R I F Y L O C A T I O N S W I T H O W N E R / V E N D O R P R O V I D E D I T E M S G E N E R A L N O T E S N:\Projects\Other\Providence Square Clubhouse - 17068\CAD\Drawings\17068 A1.1_08-30-18.dwg, 9/19/2018 3:34:38 PM, DWG To PDF.pc3 102 COMMON412'-0"101 COMMON216'-0" 1 0 8 S A L O N 1 8 ' - 6 " 1 1 0 W O M E N 1 1 1 M E N 1 0 7 H A L L 3 8 ' - 6 " 1 0 9 M E C H . 1 1 2 L O B B Y 1 1 4 C O P Y 1 0 6 E X C E R C I S E 2 V A R I E S 1 0 5 R A Q U E T B A L L 2 2 0 ' - 0 " 104A STORAGE103DOG WASH18'-6" 1 1 3 L E A S I N G N SCALE:REFLECT E D C E I L I N G P L A N 1/8" = 1 ' - 0 " 104B ELEC.2 1 6 ' - 0 " 41 8 ' - 0 " 1 8 ' - 6 " 1 8 ' - 6 " 1 8 ' - 6 " 3 8 ' - 6 " 3 8 ' - 6 " 3 8 ' - 6 " 18'-6"18'-6" 6 V A R I E S 5 9 ' - 6 " 5 9 ' - 6 " 1 112 45 ° M A X . 4 5 ° M A X 2 " M I N . V E R T I C A L W I R E S A T 4 ' - 0 " O . C . M A I N R U N N E R C R O S S R U N N E R S P L A Y W I R E A T 1 2 ' - 0 " O . C . I N E A C H P L A N O F E A C H R U N N E R 1 / 2 " C O N D U I T C O M P R E S S I O N B R A C E - F U L L H E I G H T , T Y P I C A L 6 ' - 0 " M A X . 1 2 ' - 0 " T Y P I C A L S C A L E : N O N E N O T E : 1 . L A T H A N D P L A S T E R O R S C R E W A P P L I E D G Y P S U M B O A R D C E I L I N G S A R E E X E M P T F R O M T H E S E R E Q U I R E M E N T S . 2 . L A T E R A L F O R C E D B R A C I N G R E Q U I R E D F O R C E I L I N G A R E A S O V E R 1 , 0 0 0 S . F . C E I L I N G A R E A S U N D E R 1 , 0 0 0 S . F . A R E N O T R E Q U I R E D T O B E L A T E R A L B R A C E D . 3 . R I G I D B R A C E S M A Y B E U S E D I N S T E A D O F D I A G O N A L S P L A Y W I R E S . 4 . A S E I S M I C S E P A R A T I O N J O I N T I S R E Q U I R E D F O R C E I L I N G A R E A S G R E A T E R T H A N 2 , 5 0 0 S . F . L A T E R A L F O R C E B R A C E D E T A I L F I R S T L I N E O F B R A C I N G 6 ' - 0 " O R L E S S F R O M W A L L B O U N D A R Y C E I L I N G G R I D S H A L L B E A T T A C H E D T O W A L L M O L D I N G A T T W O A D J A C E N T W A L L S L A T E R A L F O R C E B R A C E D E T A I L W A L L L I N E C E I L I N G S U S P E N S I O N S Y S T E M 1 2 ' - 0 " T Y P I C A L 6 ' - 0 " M A X . W A L L L I N E S C A L E : N O N E W A L L M O L D I N G D E T A I L 2 " 3 / 4 " C L E A R A T U N A T T A C H E D E N D S S U S P E N S I O N S Y S T E M L A Y O U T P E R I M E T E R S P A C E R A T U N A T T A C H E D W A L L S S C A L E : N O N E 1 2 G A . W I R E O R A P P R O V E D W A L L S U P P O R T M A I N O R C R O S S R U N N E R W A L L M O L D I N G 8 " M A X . S C A L E : 1 A 7 . 1 D E T A I L 3 " = 1 ' - 0 " D R A W I N G N O . : C H E C K E D B Y : D R A W N B Y : D A T E : P R O J E C T N O . : R E V I S I O N S PROJECT: SHEET TITLE: A 7 . 1 1 7 0 6 8 S E P T E M B E R 2 0 1 8 J H W PROVIDENCE SQUARE REXBURG, IDAHO REFLECTED CEILING PLAN K P NEW CLUBHOUSE FOR: G E N E R A L N O T E S 1 . L A Y O U T A N D I N S T A L L S E I S M I C S E P A R A T I O N T E E ' S S U C H T H A T N O S I N G L E C E I L I N G A R E A I S G R E A T E R T H A N 2 , 5 0 0 S F , S E E D E T A I L 1 / A 7 . 1 . 2 . L I G H T F I X T U R E S O T H E R T H A N L I G H T F I X T U R E S I N R A Q U E T B A L L C O U R T A R E N O T S H O W N . C O O R D I N A T E L I G H T F I X T U R E T Y P E A N D L O C A T I O N W I T H O W N E R . K E Y N O T E S 1 - S U S P E N D E D G Y P S U M B O A R D C E I L I N G , P A I N T 2 4 " x 4 8 " L A Y - I N C E I L I N G P A N E L S G Y P S U M B O A R D C E I L I N G A T T A C H E D T O S T R U C T U R E , P A I N T L I G H T F I X T U R E S A T T I C A C C E S S H A T C H ( 2 ' - 0 " x 3 ' - 0 " ) A N D L A D D E R 2 - 3 - 2 4 " x 2 4 " A C O U S T I C A L L A Y - I N C E I L I N G P A N E L S 4 - M E T A L S O F F I T 5 - W O O D S O F F I T , T O N G U E A N D G R O O V E 6 - 1 . A T T I C A C C E S S H A T C H A N D L A D D E R 2 . F A U X B E A M S N:\Projects\Other\Providence Square Clubhouse - 17068\CAD\Drawings\17068 A1.1.dwg, 9/20/2018 8:31:05 AM, DWG To PDF.pc3 C e i l i n g c h a n g e d t o g y p s u m b o a r d C e i l i n g c h a n g e d t o g y p s u m b o a r d C e i l i n g c h a n g e d t o g y p s u m b o a r d Ceiling changedto gypsum board N SCALE:ROOF DR A I N A G E P L A N 1/8" = 1'- 0 " SLOPE S L O P E S L O P E S L O P E S L O P E S L O P E SLOPE SLOPESLOPESLOPE SLOPE SLOPE SLOPESLOPE 1 1 A 8 . 1 1 A 8 . 1 1A8.1 1A8.1 1 A 8 . 1 1 A 8 . 1 1A8.1 1 A 8 . 1 1 A 8 . 1 3 3 3 4 4 4 5 55 5 5 5 2 2 22 2 2A8.1 2 A 8 . 1 2 A 8 . 1 2A8.1BELOW SIM2A8.1 2 A 8 . 1 2 A 8 . 1 3A8.1 BELOW 3 A 8 . 1 B E L O W 6 2 ' - 0 " 2'-0" 1'-0" 2'-0" 2 ' - 0 " 2'-0"2'-0"1'-0" 4'-6" 4 ' - 6 " 7'-6"ASPHALT SHINGLESPRIMARY UNDERLAYMENTSECONDARY UNDERLAYMENT5/8" ROOF SHEATHINGMETAL SOFFIT PANEL, TYPICAL.EXCEPT MAIN ENTRANCE:INSTALL WOOD SOFFIT PANELS PRE-FINISHED GUTTER ANDDOWNSPOUT SYSTEM METAL FLASHINGWITH HOLD DOWNAND DRIP EDGE2 x 6 2 x 8RIDGE VENTWITH VENTILATION CORE SCALE:1A8.1 DETAIL1 1/2" = 1'-0"SCALE:2A8.1 DETAIL1 1/2" = 1'-0" 5" 1 " 4 " T A P E R E D B L O C K I N G C O V E R E D W I T H P R E - F I N I S H E D M E T A L - M A T C H F A S C I A C O L O R 2 4 G A . P R E - F I N I S H E D M E T A L G U T T E R . C O N F I G U R A T I O N O F F A S C I A A N D O V E R H A N G M A Y V A R Y R A I N G U T T E R C L O S E F R O N T O N T H I S P O R T I O N O F D O W N S P O U T . B E N D M E T A L T O D I V E R T W A T E R T O B A C K O F D O W N S P O U T . O P E N F A C E D D O W N S P O U T N O T E : R A I N G U T T E R S A R E T O B E C O N T I N U O U S L Y F O R M E D . C A U L K A L L J O I N T S W I T H C L E A R S I L I C O N C A U L K I N G . D R O P O U T D E T A I L S C A L E : N O N E 9 A 8 . 1 G U T T E R S P I K E - D R I V E I N T O E N D S O F R A F T E R S ( 2 4 " O . C . M A X ) S P A C E R S L E E V E F O R S P I K E A S S H O W N . T A P E R E D B L O C K I N G C O V E R E D W I T H P R E - F I N I S H E D M E T A L - M A T C H F A S C I A C O L O R H E A T T A P E I N D O W N S P O U T S . E X T E N D H E A T T A P E H O R I Z O N T A L L Y O N E A C H S I D E O F D O W N S P O U T 3 ' - 0 " 2 x 82 x 6EAVE AND RAKE WRAPP E D IN METAL FLASHING METAL SOFFIT PANEL,TYPICAL.EXCEPT MAIN ENTRANC E : INSTALL WOOD SOFFIT P A N E L S OUTLOOKEROUTLOOKERTAPERED BLOCKING 4 " S E A L A N T F A S T E N E R A T 1 2 " O . C . P R E - F I N I S H E D 2 4 G A . M E T A L P R E - F I N I S H E D M E T A L F L A S H I N G A S P H A L T S H I N G L E S N E W P R I M A R Y U N D E R L A Y M E N T O V E R 5 / 8 " R O O F S H E A T H I N G 1'-0" 2"2 1/2"5 1/2"6"7 1/2" MIN.2"8 1/2"1'-2 1/2" (VERIFY) 1 0 " M I N . C L A D D I N G P E R S H E E T A 2 . 1 5 " 3" 1 1 / 2 " 1 / 4 " x 2 " H I L T I K W I K - B O L T S A T 2 4 " O . C . 2 4 G A P R E - F I N I S H E D S T E E L , F I N I S H E D S I D E O U T 2 4 G A P R E - F I N I S H E D S T E E L , F I N I S H E D S I D E I N 2 " x 2 4 G A S T R A P S A T 4 8 " O . C . D O W N S P O U T S C A L E : 3 A 8 . 1 D E T A I L 1 1 / 2 " = 1 ' - 0 " S C A L E : 4 A 8 . 1 D E T A I L 1 1 / 2 " = 1 ' - 0 " A S P H A L T S H I N G L E S P R I M A R Y U N D E R L A Y M E N T S E C O N D A R Y U N D E R L A Y M E N T 5 / 8 " R O O F S H E A T H I N G R O O F S T R U C T U R E F U R N I S H A N D I N S T A L L L E A D F L A S H I N G , T Y P I C A L A T A L L V E N T S P L U M B I N G V E N T A S P H A L T S H I N G L E S P R I M A R Y U N D E R L A Y M E N T S E C O N D A R Y U N D E R L A Y M E N T P R E - F I N I S H E D 2 4 G A . M E T A L F A S T E N E R A T 1 2 " O N C E N T E R P R E - F I N I S H E D M E T A L F L A S H I N G 5 / 8 " R O O F S H E A T H I N G R O O F S T R U C T U R E S E A L A N T S E C T I O N A - A METAL DEFLECTOR WITH1/4" DIAMETER WEEPHOLES AT 8" ON CENTEREACH SIDE5 DEGREE BENDPRIMARY ANDSECONDARYUNDERLAYMENT ASPHALT SHINGLES5/8" ROOF SHEATHINGROOF STRUCTURE FRAMING AT 24" ON CENTER(BELOW SHEATHING) 2 X 4 B L O C K I N G , L A I D F L A T ( B E L O W S H E A T H I N G ) OPEN VENT SPACE INALTERNATE TRUSS BAYS E D G E O F R O O F S H E A T H I N G R I D G E B L O C K I N G 6A8.1SCALE:5A8.1 DETAIL1 1/2" = 1'-0"SCALE:6A8.1 DETAIL1 1/2" = 1'-0"5A8.1 S C A L E : 7 A 8 . 1 D E T A I L 1 1 / 2 " = 1 ' - 0 " S C A L E : 8 A 8 . 1 D E T A I L 1 1 / 2 " = 1 ' - 0 " S E C T I O N A - A A S P H A L T S H I N G L E S 1 2 " W I D E S E C O N D A R Y U N D E R L A Y M E N T ( L A P O V E R V A L L E Y M E T A L 3 " ) R O O F S H E A T H I N G P R O V I D E ( 3 ) 3 ' - 0 " W I D E S H E E T S S E C O N D A R Y U N D E R L A Y M E N T C E N T E R E D O N V A L L E Y L A P 3 " M I N . 1 2 " W I D E S E C O N D A R Y U N D E R L A Y M E N T ( L A P O V E R V A L L E Y M E T A L 3 " ) A S P H A L T S H I N G L E S P R I M A R Y U N D E R L A Y M E N T O V E R 1 2 " S T R I P S O F S E C O N D A R Y U N D E R L A Y M E N T H O L D B A C K 3 T O 6 I N C H E S F R O M E D G E 3 6 " P R I M A R Y U N D E R L A Y M E N T U N D E R V A L L E Y D R A W I N G N O . : C H E C K E D B Y : D R A W N B Y : D A T E : P R O J E C T N O . : R E V I S I O N S PROJECT: SHEET TITLE: A 8 . 1 1 7 0 6 8 S E P T E M B E R 2 0 1 8 J H W PROVIDENCE SQUARE REXBURG, IDAHO ROOF DRAINAGE PLAN K P NEW CLUBHOUSE FOR: K E Y N O T E S 1 . C H I M N E Y 2 . P R E - F I N I S H E D M E T A L R A I N G U T T E R A N D D O W N S P O U T S Y S T E M W I T H S P L A S H B L O C K S , S E E D E T A I L 9 / A 8 . 1 3 . O U T L I N E O F B U I L D I N G B E L O W 4 . V A L L E Y , S E E D E T A I L 4 / A 8 . 1 5 . R I D G E V E N T , S E E D E T A I L 5 / A 8 . 1 6 . P L U M B I N G V E N T S / F L U T E L O C A T I O N A N D Q U A N T I T Y T O B E D E T E R M I N E D I N F I E L D . S E E D E T A I L 7 A N D 8 / A 8 . 1 . 1 . S E T P R O T R U D I N G N A I L H E A D S A N D S E C U R E L Y N A I L L O O S E S H E A T H I N G . B R O O M C L E A N P R I O R T O R E C E I V I N G R O O F I N G M A T E R I A L S . 2 . P R O T E C T E X I S T I N G S I D E W A L K S , M O W S T R I P S , A N D O T H E R E X T E R I O R C O N C R E T E F R O M D A M A G E D U R I N G C O N S T R U C T I O N . R E P L A C E D A M A G E D M A T E R I A L S T O M A T C H E X I S T I N G . 3 . D I S T R I B U T E R O O F M A T E R I A L B U N D L E S U N I F O R M L Y O V E R S T R U C T U R A L S U P P O R T S W H E N L O A D I N G R O O F . D O N O T D R O P B U N D L E S O R B R E A K P A C K A G I N G D U R I N G L O A D I N G . 4 . P R O T E C T E X I S T I N G L A W N S , S P R I N K L E R S Y S T E M S A N D L A N D S C A P I N G F R O M D A M A G E A N D D E B R I S D U R I N G C O N S T R U C T I O N . R E P L A C E D A M A G E D M A T E R I A L S . 5 . P R O V I D E T E M P O R A R Y P L Y W O O D P A N E L S H E E T I N G T O P R O T E C T L A W N S A N D L A N D S C A P I N G F R O M V E H I C L E W H E E L L O A D S . 6 . D A I L Y , C O N T R A C T O R S H A L L U T I L I Z E A W H E E L M O U N T E D M A G N E T T O G A T H E R A L L L O O S E N A I L S F R O M S I T E . G E N E R A L N O T E S N:\Projects\Other\Providence Square Clubhouse - 17068\CAD\Drawings\17068 A1.1_08-30-18.dwg, 9/19/2018 3:27:44 PM, DWG To PDF.pc3 S T R U C T U R A L L E G E N D GENERAL REQUIREMENTS BASIS FOR DESIGN S T A N D A R D A B B R E V I A T I O N S < L C E N T E R L I N E E X I S T I N G A N C H O R B O L T A D D I T I O N A L A B O V E F I N I S H E D F L O O R A L T E R N A T E A R C H I T E C T U R A L A L L O W A B L E S T R E S S D E S I G N B U I L D I N G B L O C K I N G B O U N D A R Y N A I L I N G O R F A S T E N E R S B O T T O M O F B O T T O M C L E A R C O N C R E T E M A S O N R Y U N I T C O L U M N C O N C R E T E C O N T I N U O U S D E F O R M E D B A R A N C H O R D O U B L E D I A M E T E R D I A G O N A L D I M E N S I O N D R A W I N G DRAWINGSTHESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEERS IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKERS WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS,IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. \ 0 0 X C o R O O F M O U N T E D E Q U I P M E N T GOVERNING BUILDING CODE 2015 IBC ( E ) ^ X X # j E L E V : 1 ’ - 0 " T . O . S T E E L ' " ' ' . U j L O A B i ' - 0 0 o o ° < c © © / < = > GRAVITYROOF DEAD ROOF LIVE‘LIVE LOADS REDUCED AS PERMITTED BY BUILDING CODE A D D L S P O T E L E V A T I O N X | - C T > \ 0 18PSF 20 PSF A F F ( ^ ) c P A L T S E C T I O N C U T L I N E A R C H V 1 A S D E L E V A T I O N C A L L O U T S 1 . 1 RISK CATEGORYRISK CATEGORY B L D G ^ 9 5 ’ - 0 " T . O . F L R B L K G E L E V A T I O N c o B N < 1 SNOW B O S T E P < MISCELLANEOUS ITEMSCALCULATION AND DESIGN OF MISCELLANEOUS NON-STRUCTURAL ITEMS, SUCH AS STAIRS, RAILINGS, NON-STRUCTURAL WALLS AND PREFABRICATED STRUCTURAL ITEMS, SUCH AS FLOOR AND ROOF TRUSSES, ARE NOT INCLUDED AND ARE TO BE PROVIDED BY OTHERS UNLESS SPECIFICALLY NOTED ON THESE DRAWINGS. S T E P I N E L E V A T I O N Pg50 PSF 35 PSF B O T Pf C L R < □ C O L U M N F O O T I N G ‘DRIFT AND UNBALANCED LOADS PER BUILDING CODE > C M U F 2 . 0 C O L r \ i W F 1 5 X SEISMICANALYSIS PROCEDURE W A L L F O O T I N G C O N C r \ j c o u j EQUIVALENTLATERAL-FORCEPROCEDURE CONSTRUCTION MEANS AND METHODSTHESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING, FORM-WORK, ETC... AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY (INCLUDING UTILITIES) DURING CONSTRUCTION. CONSTRUCTION MATERIALS SHALL BE PLACED ON THE STRUCTURE SUCH THAT THE DESIGN LOADS ARE NOT EXCEEDED. C O N T O c o < C O N C R E T E P I L E ■ _ D B A C P 1 t - 3 D B L T _ ) < G B 1 c o o p SEISMIC FORCE RESISTING SYSTEM WOOD SHEAR D I A O R 0 G R A D E B E A M < WALL D I A G 6.5R > C W 1 D I M C O N C R E T E W A L L ] I1.0 Q r s j D W G O r \ j r ^ j Ss 0.444 □ O v J C ' s J m E A C H E A C O N C R E T E C O L U M N S10.157 a d C C 1 E L E V A T I O N E D G E N A I L I N G E Q U A L E Q U I P M E N T E A C H W A Y F O U N D A T I O N F I N I S H F L O O R F L O O R F I E L D N A I L I N G F O O T F O O T I N G G A U G E G A L V A N I Z E D G E N E R A L S T R U C T U R A L N O T E S G I R D E R T R U S S E L E V SDS (SHORT PERIOD)SD1 (1-SECOND PERIOD) SITE CLASSSEISMIC DESIGN CATEGORY 0.427 C B 1 DIMENSIONS, INSERTS AND OPENINGSTHE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED BEFORE START OF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WHERE DISCREPENCIES OCCUR IN THESE DRAWINGS, NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STUCTURAL NOTES AND TYPICAL DETAILS. E N C O N C R E T E B E A M > ] 0.227 H I E Q D C M F 1 E Q U I P O s J r v j L D < C O N C R E T E M O M E N T F R A M E D E W o o Cs 0.065 < F D N ' ~ x J O N E W A Y C O N C R E T E S L A B DESIGN BASE SHEAR (Vs)6.0 KIP F F O t o F L R T W O W A Y C O N C R E T E S L A B WINDBASIC WIND SPEED (Vult) EXPOSURE U J F N 115 MPH F T M W 1 M A S O N R Y W A L L C I I i = F T G GCpi ±0.18CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. i _ ) O G A M L 1 C&C ZONE 4 (WALLS) (100 SF)C&C ZONE 5 (WALLS) (100 SF)C&C GROSS UPLIFT (ROOF) (100 SF)-29.8 PSF -33.1 PSF -37.2 PSF M A S O N R Y L I N T E L O G A L V □ G S N M A S O N R Y P I L A S T E R G T M P 1 STANDARDSWHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE EDITION REFERENCED IN THE GOVERNING BUILDING CODE. I - - - - - - - - 1 I - - - - - - - - 1 H I H I G H DEFLECTION LIMITSWOOD ROOF ELEMENTS: TRUSSES AND JOISTS TOTAL LOAD LIVE LOAD M A S O N R Y J A M B H O R I Z H O R I Z O N T A L H O L L O W S T R U C T U R A L S H A P E H E I G H T K I P ( 1 , 0 0 0 L B S ) K I P S P E R L I N E A R F O O T K I P S P E R S Q U A R E F O O T K I P S P E R S Q U A R E I N C H L O N G L E G H O R I Z O N T A L L O N G L E G V E R T I C A L M J 1 ( 8 ) # 5 - 4 8 " H S S I ° L/240 S T E E L C O L U M N ( W , H S S ) H T C 1 C 2 L/360TYPICAL DETAILS AND NOTESTYPICAL DETAILS AND NOTES SHALL APPLY, THOUGH NOT NECESSARILY INDICATED AT A SPECIFIC LOCATION ON PLANS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. K W 1 2 X 2 6 S T E E L B E A M K L F ( . J SOILSSOIL BEARING PRESSURE (D+L+Lr)SOIL BEARING PRESSURE x 1.33 (+W OR +E) MINIMUM FROST COVER K S F 1500 PSF 1995 PSF 36 INCHES S T E E L M O M E N T C O N N E C T I O N K S I T L L H H L L V S T E E L D R A G C O N N E C T I O N L O L O W SHOP DRAWINGSSHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. SHOP DRAWINGS ARE REVIEWED ONLY FOR GENEREAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS. REVIEW DOES NOT INDICATE THAT THE SHOP DRAWINGS ARE CORRECT OR COMPLETE. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THE AFOREMENTIONED SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW UNLESS SPECIFICALLY NOTED ACCORDINGLY. THE SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE ORIGINAL CONTRACT DRAWINGS. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN APPROPRIATELY REGISTERED ENGINEER. ENGINEERING SYSTEM SOLUTIONS SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING DESIGNS PERFORMED BY OTHERS. FIVE WORKING DAYS SHALL BE ALLOWED FOR THE ENGINEER’S REVIEW. CONTRACTOR SHALL PROVIDE A COPY OF EACH SUBMITTAL FOR ENGINEERING SYSTEM SOLUTIONS RECORDS. J L O N G L O N G I T U D I N A L L O A D A N D R E S I S T A N C E F A C T O R D E S I G N L I G H T M A X I M U M M E C H A N I C A L M A N U F A C T U R E D M A N U F A C T U R E R S T E E L D O U B L E A N G L E C O N N E C T I O N L R F D 0 0 c ) L T S T E E L D I A G O N A L B R A C I N G M A X M E C H S T E E L B A R G R A T I N G M F D M F R M F 1 S T E E L M O M E N T F R A M E ! - ! ► 0 0 M I S C M I S C E L L A N E O U S N O T T O S C A L E O N C E N T E R O P P O S I T E H A N D P L A T E P O U N D S P E R L I N E A R F O O T P R E F A B R I C A T I O N P R E L I M I N A R Y P O U N D S P E R S Q U A R E F O O T P O U N D S P E R S Q U A R E I N C H P R E S S U R E T R E A T E D R E I N F O R C I N G R E Q U I R E D R O O F M O U N T E D E Q U I P M E N T S C H E D U L E S I M I L A R S H E E T M E T A L S C R E W S P E C I F I C A T I O N S T A N D A R D T O P A N D B O T T O M T O N G U E A N D G R O O V E T O P O F T R A N S V E R S E T Y P I C A L U N L E S S N O T E D O T H E R W I S E V E R T I C A L V E R I F Y I N F I E L D C O N C R E T E O V E R M E T A L D E C K N T S C / D o . c . M E T A L D E C K O P P L J P L L J S T U D B E A R I N G W A L L ] L D P L F C D P R E F A B P R E L I M SHOP DRAWINGS SHALL REFERENCE DATE AND DELTA (IF ANY) OF CONTRACT DRAWINGS. S T U D S H E A R W A L L W O O D P O S T P S F P 1 C / D C D □ MOLDMOLD CONCERNS AND PREVENTION IS OUT OF ENGINEERING SYSTEM SOLUTIONS SCOPE OF SERVICES. ENGINEERING SYSTEM SOLUTIONS SHALL BE HELD HARMLESS, TO THE EXTENT OF THE LAW, FOR ALL MOLD PREVENTION AND MOLD RELATED CONCERNS. L J P S I W O O D B E A M O R H E A D E R P T R E I N F R E Q ’ D C S 1 6 S T R A P A T O P E N I N G P E R T Y P I C A L D E T A I L H D U 4 T D 1 H O L D O W N / T I E D O W N R M E S C H E D FOUNDATION W O O D S H E A T H I N G S I M L D S M S ALLOWABLE BEARING PRESSUREACCORDING TO THE REFERENCED BUILDING CODE : W O O D D E C K I N G S P E C S T D H A N G E R T & B GEOTECHNICAL REPORTENGINEERING SYSTEM SOLUTIONS RECOMMENDS THAT A GEOTECHNICAL REPORT BE COMPLETED PRIOR TO CONSTRUCTION. IN THE EVENT THAT A GEOTECHNICAL REPORT IS NOT PROVIDED, ENGINEERING SYSTEM SOLUTIONS ASSUMES NO LIABILITY FOR THE ENGINEERING EXPERTISE NORMALLY PROVIDED BY A REPUTABLE GEOTECHNICAL ENGINEER. 2 X 4 ^ A T 1 2 " O . C . T & G J O I S T / T R U S S A R R O W T . O . T R A N S O V E R B U I L D F R A M I N G , S E E T Y P I C A L D E T A I L T Y P U N O N O N - S T R U C T U R A L S T U D W A L L : V E R T ENGINEERING SYSTEM SOLUTIONS ASSUMES NO LIABILITY FOR GROUNDWATER OR OTHER MEANS OF FLOODING. V I F E Z H H a S T U D W A L L A B O V E W / W I T H o L E D G E R W / O W I T H O U T W E I G H T W E L D E D W I R E F A B R I C □ c FOUNDATION PREPARATIONAS A MINIMUM THE EXISTING SUBBASE SHALL BE FREE OF COBBLES LARGER THAN 12" IN DIAMETER AND SILT OR CLAY DEPOSITS. C L C / 0 W T N O T E : N O T A L L S Y M B O L S M A Y B E U S E D W W F R E U I S I O N S EXISTING SUBBASE SHALL BE SCARIFIED FOR 12" DEPTH AND COMPACTED (95% DRY DENSITY), AND 8" OF WELL-GRADED 3" MINUS GRANULAR MATERIAL BE PLACED ON EXISTING COMPACTED SUBBASE AND COMPACTED (95% DRY DENSITY). S H E E T I N D E X S H E E T N O . S H E E T T I T L E G E N E R A L S T R U C T U R A L N O T E S F O U N D A T I O N P L A N R O O F F R A M I N G P L A N T Y P I C A L C O N C R E T E D E T A I L S T Y P I C A L W O O D D E T A I L S T Y P I C A L W O O D D E T A I L S F O U N D A T I O N D E T A I L S R O O F F R A M I N G D E T A I L S R E V I S I O N S 0 . 0 0 FOOTING EMBEDMENTALL FOOTINGS SHALL EXTEND BELOW GRADE THE MINIMUM EMBEDMENT DEPTH AS NOTED ON THE FOUNDATION PLAN. S 1 . 0 0 S 1 . 5 0 S 5 . 1 0 S 5 . 5 0 GRADE IS DEFINED AS FOLLOWSTHE LOWEST OF THE FOLLOWING (BEFORE LANDSCAPING): S 5 . 5 1 S 5 . 6 0 S 5 . 8 0 P R O J E C T N O , 1 7 0 6 8 D O T E : A U G U S T 2 0 1 8 D R f l l U N B Y : • BUILDING PAD SUBGRADE• LOWEST SURROUNDING SOIL GRADE WITHIN 5’-0" OF BUILDINGSLAB ON GRADESUPPORT ON 6" LAYER OF 3" MINUS MATERIAL COMPACTED TO 95% DRY DENSITY. C E E C H E C K E D B Y : E N G I N E E R I N G S Y S T E M S O L U T I O N S S T R U C T U R A L • M E P • B U I L D I N G C O M M I S S I O N I N G FOLLOW AC I 302.1 RECOMMENDATIONS FOR PLACING CONCRETE, CURING, AND QUALITY CONTROL. D R f l l U I N G N O . : w w w . e s 2 e n g . c o m B U I L D I N G R E L A T I O N S H I P S E X C E E D I N G E X P E C T A T I O N S J O B N U M B E R : 1 8 . 2 0 1 2 DRAINAGEPROVIDE ADEQUATE DRAINAGE AWAY FROM THE STRUCTURE. $ 0 . 0 0 4 9 4 3 N O R T H 2 9 T H E A S T . S T E A I D A H O F A L L S , I D A H O 8 3 4 0 1 P H O N E : ( 2 0 8 ) 5 5 2 - 9 8 7 4 3 6 3 2 N R A N C H O D R I V E L A S V E G A S . N V 8 9 1 3 0 P H O N E : ( 7 0 2 ) 6 1 6 - 3 1 0 7 1 6 7 7 E U R E K A R O A D S T E . # 1 0 2 R O S E V I L L E , C A 9 5 6 6 1 P H O N E : ( 9 1 6 ) 7 8 0 - 2 0 3 0 T H E S E P L A N S , D R A W I N G S A N D D E S I G N S A R E T H E E X C L U S I V E P R O P E R T Y O F E N G I N E E R I N G S Y S T E M S O L U T I O N S A N D S H A L L N O T B E R E P R O D U C E D I N A N Y F O R M W I T H O U T W R I T T E N C O N S E N T . A L L R I G H T S A R E R E S E R V E D . C O P Y R I G H T 2 0 1 8 E N G I N E E R I N G S Y S T E M S O L U T I O N S F O U N D A T I O N P L A N N O T E S F O O T I N G S C H E D U L E 0 / y k & \ 0 0 X M A R K T H I C K N E S S W I D T H F O O T I N G L E N G T H T O P R E I N F O R C I N G B O T T O M R E I N F O R C I N G E M B E D M E N T : < o M I N E M B E D M E N T D E P T H : 3 6 " . A L L F T G S S H A L L E X T E N D B E L O W G R A D E T H E M I N E M B E D M E N T D E P T H A S N O T E D . G R A D E S H A L L B E D E F I N E D A S T . O . L O W E S T A D J A C E N T C O M P A C T E D S U B G R A D E . A . F 2 . 0 1 2 " 2 ' - O ' 2 - 0 " # 5 A T 8 " O . C . E W U j L O I ' - C O N T ( 2 ) # 5 B A R S C O N T ( 2 ) # 5 B A R S C O N T W F 2 . 0 1 2 " 2 ' - O ' 0 0 o o ° < c © © / < = > x | - W F 3 . 0 1 8 " 3 ' - O ' C O N T ( 3 ) # 5 B A R S C O N T T & B ( 2 ) # 5 B A R S C O N T T & B C T > \ 0 C O N C R E T E : c P T Y P T . O . F O O T I N G = 9 8 - 0 ” , U N O . A . ' d B . T Y P W A L L F O O T I N G S H A L L B E W F 2 . 0 U N O . C . S L A B S H A L L B E U N D E R L A I N W / 2 " S A N D O V E R P R O P E R L Y C O M P A C T E D M A T E R I A L P E R T H E S O I L S R E P O R T . A M I N 6 M I L V A P O R B A R R I E R S H A L L B E P L A C E D B E T W E E N T H E S A N D A N D C O M P A C T E D M A T E R I A L . c o < < ■ P R O V I D E C O N T R O L J O I N T S I N C O N C S L A B O N G R A D E P E R " T Y P I C A L C O N T R O L J O I N T I N C O N C R E T E S L A B O N G R A D E " D E T A I L . O P T I M I Z E L O C A T I O N S W / A R C H D W G S . D . < > u r \ i 9 X C O N T I N U E W A L L A N D F T G R E I N F I N T O W A L L S A N D F T G S T H A T A R E P E R P E N D I C U L A R T O E A O T H E R P E R T Y P D E T A I L S . E . r \ j c o u j t ^ C O < ■ _ 1 — L — F . S E E " T Y P I C A L 2 ' - 6 " S Q U A R E O R S M A L L E R O P E N I N G S I N C O N C R E T E W A L L " D E T A I L F O R O P E N I N G S I N C O N C W A L L . C O O R D I N A T E O P E N I N G S W / A R C H D W G S . t - 3 T _ ) C D < c o o p < W A L L S : > A . A P P R O X I M A T E L O C A T I O N S O F N O N - S T R U C T U R A L , I N T E R I O R P A R T I T I O N W A L L S A R E S H O W N F O R R E F E R E N C E O N L Y . S E E A R C H D W G S F O R E X A C T L O C A T I O N S . a r s j O r \ j r ^ j O v J C ' s J m o O d M I S C : A . T Y P D E T A I L S A N D N O T E S S H A L L A P P L Y , T H O U G H N O T N E C E S S A R I L Y I N D I C A T E D A T A S P E C I F I C L O C A T I O N O N P L A N S . > 0 3 H I O s J r v j L D < O O C O N T R A C T O R T O V E R I F Y A L L D I M S P R I O R T O C O N S T R U C T I O N . R E S O L V E A N Y D I S C R E P E N C I E S W / T H E A R C H I T E C T . B . < O ! _ ) C O c . C O N T R A C T O R T O V E R I F Y L O C A T I O N O F A L L I N S E R T S I N S L A B W / A P P R O V E D M E C H , P L U M B I N G , A N D E L E C T R I C A L D W G S P R I O R T O C O N S T R U C T I O N . S E E A R C H F O R D R A I N L O C A T I O N S . i n D . I T E M S N O T S P E C I F I C A L L Y D I M E N S I O N E D O N T H E P L A N S S U C H A S I N T E R I O R S H E A R W A L L S , P O S T S , H O L D O W N S , E T C . S H A L L B E L O C A T E D B Y C O O R D I N A T I O N B E T W E E N A P P R O V E D S T R U C T U R A L A N D A R C H P L A N S A N D D E T A I L S . i = t _ > O 1 1 9 ' - 0 " Tf- y o C O B q D H . A D E Q U A T E D R A I N A G E A W A Y F R O M B L D G S H A L L B E P R O V I D E D . S E E A P P R O V E D A R C H / C I V I L D W G S . 23' - 0" 4 2 ' - 0 " 4 0 ' - 8 " 1 3 ' - 4 " // / y y 5r^n r ^ n S5.60□ □ L ! r ± J F 2 . 0 F 2 . 0 □ 1 1 S 5 . 6 0 XsW-C>( 6 ' - 2 " ) . _ ( s W - C ) ( 6 ' - . 2 " ) H D U 5 S5.60— 1 n L < S W - A > ( 6 ' - 1 1 " ) _ O ■ < S W - A > ( 5 ' - . 0 " ) _ ^ S W - A > ( 3 ' - ■ & ) = <SW-C>(4' -.2").<SW-C)(4'-.8") i — i HDU14 H D U 1 4 O O H D U 1 4 4 OO I I \ H D U 2 H D U 2 h- S 5 . 6 0 HDU14 HDU14' H D U 2 H D U 2 H D U 2 < 4 / c o H D U 2 CO S 5 . 6 0 HDU2 m 1 s r V S 5 . 6 0 C O H D U 5 Y C D O O L “ J < 4 " C O N C R E T E S L A B W / # 4 A T 1 8 " O . C . E A C H W A Y O V E R C O M P A C T E D F I L L T . O . S L A B = 1 0 0 ' - 0 " ( F I E L D V E R I F Y S L O P E A N D E L E V A T I O N W I T H A R C H ) F 2 . 0 H D U 2 c o 0 0 1 L 1 L J L J L D 1CDCD H D U 2 ILO CT> r v f S5.60 Jr1 C D corCDHLOHDU2f 4 4 C D r _ _ n HDU2 □ L J S 5 . 6 0 L _ J S5.60 F 2 . 0 h - / H HDU2 < 2 < C O S 5 . 6 0 CO H D U 2 H D U 2 HDU14HDU14 H D U 2 H D U 2 ' \lh I \------ D o 1 I _ <SW-C>(4' -r)-(sw^)| ~ ( s W - A ) ( 6 ' - 8 " ) S W - A > ( 7 ' - f ) CD4' - 2") r i L ) ~ \ S W - A / ( 5 ' - " 0 " ) ^ \ S W - A / ( J H D U 2 4 r i - r » n J - U ( s W - A ) [ 4 r - n _ 0 J W F 3 . 0 ]_□HDU2 1 r n r _ n □ □ 2 L J L J S 5 . 6 0 F 2 . 0 S 5 . 6 0 1 F 2 . 0 3 S5.60 S 5 . 6 0 L J q E B D o □ c a . c / o R E U I S I O N S FOU N D A T I O N P L A N ( j Y S C A L E : 1 / 8 " = l ' - 0 " P R O J E C T N O , 1 7 0 6 8 D O T E : A U G U S T 2 0 1 8 D R f l l U N B Y : A u t h o r C H E C K E D B Y : C E E D R f l l U I N G N O . : I . 3 ' - 4 " 3 ' - 4 " 4 ' - 0 " 5 ' - 0 " P e r R F I 3 1 P e r R F I 3 1 P e r R F I 3 1 S L O P E S L O P E S L O P E S L O P E S L O P E S L O P E SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPESLOPE 2x8 O U T L O O K E R S A T 1 6 " O . C . T Y P 2 x 6 O U T L O O K E R S A T 1 6 " O . C . T Y P 2x6 OUTLOOKERS AT 16" O.C. TYP S C I S S O R T R U S S E S 6x66x6 6 x 6 6 x 1 0 6 x 1 0 6x6 6 x 1 0 6 x 1 0 6 x 6 6 x 6 6 x 6 6 x 6 6 x 1 0 6x10 6x8 6x106x10 6 x 1 0 6 x 8 8 S 5 . 8 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P 2 P 2 P 2 P 2 P 1 P1 1 S 5 . 8 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 S 5 . 8 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2S5.80 _________________ 2 S 5 . 8 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (7' -8")SW-A ( 5 ' - 0 " ) S W - A ( 3 ' - 6 " ) S W - A ( 7 ' - 2 " ) S W - A ( 6 ' - 1 1 " ) S W - A (4' -3")SW-A(4' -9")SW-A ( 6 ' - 8 " ) S W - A ( 7 ' - 2 " ) S W - A ( 5 ' - 0 " ) S W - A ( 5 ' - 0 " ) S W - A ( 4 1 ' - 7 " ) S W - A (5' -0")SW-A CS20 CS20CS20 C S 2 0 C S 2 0 C S 2 0 C S 2 0 (17' -7")SW-A (14' -1")SW-B (21' -1")SW-A D S - C S 1 4 D S - C S 1 4 DS-CS14DS-CS14 5 . 1 2 5 x 9 G L B P 2 P 2 5.125x15 GLB 7 S 5 . 8 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7S5.80 _________________P2 5.125x12 GLB 5 . 1 2 5 x 1 3 . 5 G L B 5 . 1 2 5 x 1 3 . 5 G L B P 2 P 2 P 2 P 2 P 2 P 2 6x8 6S5.80 _________________ 6 S 5 . 8 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 1 2 2 3 3 4 4 AABB C C D D E E 6x66x66x6(4' -2")SW-C(4' -2")SW-C 6 x 6 6 x 6 6x66x66x66x66x6(4' -2")SW-C(4' -8")SW-C (6' - 2 " ) SW-C ( 6 ' - 2 " ) S W - C P2 P2 P 2 CS20 CS20 12x12 2 x 1 0 3S5.80 _________________ 12x12 P 2 P2 6x6 6x6 2 x 8 P 2 P 2 2x8 6 x 6 6 x 6 P 2 P 2 4 S 5 . 8 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WW2 W W 2 W W 3 WW2 WW2 S 1 CS20CS201S5.80 _________________ W W 2 H E A V Y T I M B E R T R U S S 5 S 5 . 8 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S 1 S 1 S 3 CS20CS201S5.80 _________________1S5.80 _________________9S5.80 _________________ P 3 P 3 S 4 W L 2 6 S W L 2 6 S S 5 D=7.0k WL26S WL26S 1 S 2 S 2 K E Y N O T E S S 1 L U S 2 6 F A C E M O U N T H A N G E R S . S 2 C S 1 6 S T R A P A T O P S H E A T H I N G A T 2 4 " O . C . E X T E N D 5 ' - 0 " M I N N A I L I N T O 2 x 4 B L O C K B E L O W S H E A T H I N G F A S T E N I N T O B L O C K W / ( 1 1 ) 8 d N A I L S . S 3 L U S 2 8 F A C E M O U N T H A N G E R S . S 4 S C I S S O R T R U S S H A N G E R P E R T R U S S M F R . S 5 K I C K E R L O A D A C T I N G O N T R U S S E S . W = 1 7 6 P L F ( A S D ) D = 5 0 P L F . S E E D E T A I L 4 / S 5 . 8 0 F O R C L A R I T Y . R O O F F R A M I N G P L A N N O T E S W A L L S : A . W A L L S H A D E I N D I C A T E S E X T E N T O F M I N L E N G T H O F S H E A R W A L L A S I N D I C A T E D O N P L A N S . W H E R E S H A D E E X T E N D S T H R O U G H H E A D E R P R O V I D E S H E A R W A L L S H E A T H I N G A R O U N D O P E N I N G A N D S T R A P S A B O V E A N D B E L O W P E R T Y P I C A L S T R A P S A T O P E N I N G D E T A I L C . S E E T Y P I C A L W O O D S T U D W A L L C O N S T R U C T I O N D E T A I L F O R B E A R I N G W A L L F R A M I N G I N C L U D I N G T R I M M E R S T U D S A N D K I N G S T U D S . A D D ( 2 ) 2 X S T U D S B E L O W E A G T U N O O N P L A N S . D . A L L E X T E R I O R W A L L S N O T L A B E L E D A S S H E A R W A L L S S H A L L B E C O N S T R U C T E D A S " A " T Y P E S H E A R W A L L S , U N O . E . P R O V I D E ( 2 6 ) 1 6 d N A I L S A T A L L T O P P L S P L I C E S . S P L I C E T O P P L P E R " T Y P I C A L T O P P L A T E S P L I C E " D E T A I L . A T L O C A T I O N W H E R E P L C A N N O T B E S P L I C E D , U S E 3 ' - 4 1 / 4 " L O N G M S T C 4 0 S T R A P W / ( 5 2 ) 1 6 d N A I L S , C E N T E R E D O N S P L I C E A N D N A I L E D P E R M F R . F . A L L D B L T O P P L A T E P E N E T R A T I O N S S H A L L B E P E R " T Y P I C A L H O L E I N D O U B L E T O P P L A T E " D E T A I L . F R A M I N G : A . S H A D E D A R E A D E N O T E S O V E R B U I L D L O C A T I O N . B . O V E R B U I L D F R A M I N G A T S H A D E D A R E A S S H A L L B E 2 x 6 A T 1 6 " O . C . M A X , W / A M A X U N S U P P O R T E D S P A N O F 5 ' - 0 " . A T C O N T R A C T O R ' S O P T I O N T R U S S E S M A Y B E U S E D T O F R A M E O V E R B U I L D . C . 1 5 / 3 2 " T H I C K T Y P R O O F S H E A T H I N G S H A L L B E F A S T E N E D W / 8 d N A I L S A T 6 " O . C . A T S U P P O R T E D P A N E L E D G E S A N D 1 2 " O . C . I N F I E L D I N T O W O O D F R A M I N G B E L O W . D . A L I G N A J O I S T O R T R U S S W / T . O . S H E A R W A L L W H E R E R O O F F R A M I N G R U N S P A R A L L E L W / W A L L . E . F A S T E N R O O F J O I S T S A N D T R U S S E S A T B E A R I N G P O I N T S W / ( 1 ) H 2 . 5 A C L I P A T E V E R Y J O I S T O R T R U S S . F A S T E N G T A T B E A R I N G P O I N T S W / ( 2 ) H 2 . 5 A C L I P S , U N O . F . H E A V Y T I M B E R T R U S S P E R D E T A I L 9 / S 5 . 8 0 . T R U S S E S : A . T Y P F R A M I N G M E M B E R S O N P L A N A R E P R E M A N U F A C T U R E D T R U S S E S U N O . T R U S S S H A L L B E D E S I G N E D A N D F A B R I C A T E D P E R T H E W O O D T R U S S S E C T I O N O N T H E G S N . L A Y O U T S H O W N I S A C O N C E P T U A L L A Y O U T A N D N O T T H E A C T U A L D E S I G N . T R U S S M F R I S R E S P O N S I B L E F O R T H E A C T U A L L A Y O U T . T R U S S D E S I G N T O B E C O O R D I N A T E D W / A N D A P P R O V E D B Y E N G I N E E R O F R E C O R D . B . T R U S S E S S H A L L B E D E S I G N E D F O R L O A D S A S S P E C I F I E D O N T H E G S N . C . " D = " I N D I C A T E S D R A G T R U S S W / S P E C I F I E D A S D A X I A L L O A D ( T E N S I O N O R C O M P R E S S I O N ) D U E T O W I N D O R S E I S M I C F O R C E S . D R A G T R U S S S H A L L B E D E S I G N E D F O R D R A G I N T H E A P P R O P R I A T E L O A D C O M B I N A T I O N . F A S T E N S H E A T H I N G F U L L L E N G T H O F D R A G T R U S S W / ( 1 ) R O W O F S H E A T H I N G B N . P R O V I D E ( 2 ) R O W S O F F A S T E N E R S A T A L L I N T E R I O R D R A G T R U S S E S . A L L D R A G T R U S S E S S H A L L B E D E S I G N E D W / D I A G W E B M E M B E R S T H R O U G H O U T T R U S S L E N G T H . D . T R U S S E S S H A L L B E D E S I G N E D F O R A 5 0 0 L B S ( A S D ) M E C H U N I T L O A D T O B E P L A C E D A T A N Y L O C A T I O N A L O N G T H E L E N G T H O F T H E T R U S S O R T H E A C T U A L M E C H R M E L O A D S M E M B E R . E . W H E R E F I R E S P R I N K L E R S A R E U S E D , T H E T R U S S E S S H A L L B E D E S I G N E D F O R A C O N C E N T R A T E D L O A D N O T L E S S T H A N T H E W E I G H T O F T H E W A T E R - F I L L E D - P I P E P L U S A N A D D I T I O N 2 5 0 L B S . T H I S L O A D S H A L L B E A P P L I E D T O A N Y P O I N T A L O N G T H E L E N G T H O F T H E T R U S S . A L L L O A D S D U E T O F I R E S P R I N K L E R L O A D S S H A L L B E I N A C C O R D A N C E W / T H E R E Q U I R E M E N T S O F N F P A . G . T R U S S T O P C H O R D M A T E R I A L S H A L L H A V E A S P E C I F I C G R A V I T Y E Q T O O R E X C E E D I N G 0 . 4 9 . H . " G T " I N D I C A T E S G I R D E R T R U S S W / S P E C I A L L O A D I N G . P R O V I D E ( 1 ) S T U D F O R E A G I R D E R P L Y , M I N ( 2 ) S T U D S A T A L L G T B E A R I N G L O C A T I O N S , U N O . J . T R U S S M F R I S R E S P O N S I B L E F O R A L L T R U S S H A N G E R S P E C S . M I S C : A . T Y P D E T A I L S A N D N O T E S S H A L L A P P L Y , T H O U G H N O T N E C E S S A R I L Y I N D I C A T E D A T A S P E C I F I C L O C A T I O N O N T H E P L A N S . B . C O N T R A C T O R T O V E R I F Y A L L D I M S A N D C O N D I T I O N S P R I O R T O C O N S T R U C T I O N . R E S O L V E A N Y D I S C R E P E N C I E S W / A R C H I T E C T S . D . A D D L M E C H O P E N I N G S I N D E C K O R W A L L S N O T S H O W N S H A L L B E C O O R D I N A T E D W / T H E E N G I N E E R P R I O R T O P E N E T R A T I N G S T R U C T U R E . E . R O O F S L O P E S H A L L B E V E R I F I E D W I T H A R C H D W G S . F . " R M E " I N D I C A T E S R O O F M O U N T E D E Q U I P M E N T . J O I S T / T R U S S M F R S H A L L D E S I G N J O I S T S / T R U S S E S F O R W T A S I N D I C A T E D O N P L A N S ( W H I C H I N C L U D E S M A X O P E R A T I N G W T P L U S 1 0 0 # C U R B A L L O W A N C E ) . P R O V I D E F R A M I N G B E L O W R M E P E R " T Y P I C A L O P E N I N G A T S U P P O R T F O R R M E " D E T A I L A N D A R O U N D R O O F O P E N I N G P E R T Y P D E T A I L . F R A M I N G N O T S H O W N O N P L A N F O R C L A R I T Y . G . A L L H A N G E R S , C L I P S , A N D S T R A P C O N N E C T O R S O N T H E P L A N S A N D S H O W N I N D E T A I L A R E S I M P S O N S T R O N G T I E P R O D U C T S U N O .G RE A.M E Y E RG 14875 P R O F E S S I O N A L ENGIN E E R I D A H O O F S TA T E L I C E NSE DPROVIDENCE SQUARE NEW CLUBHOUSE FOR: REXBURG, IDAHO P R O J E C T N O , D A T E : D R A W N B Y : PROJECT:R E V I S I O N S SHEET TITLE: C H E C K E D B Y : D R A W I N G N O . : 11/29/18 S 1 . 5 0 A u t h o r C h e c k e r 1 7 0 6 8 A U G U S T 2 0 1 8 ROOF FRAMING PLAN S C A L E : 1 / 8 " = 1 ' - 0 " ROOF F R A M I N G P L A N ROOF F R A M I N G P L A N ROOF F R A M I N G P L A N W O O D P O S T S C H E D U L E M A R K P O S T S I Z E B A S E C O N N E C T I O N , U N O C A P C O N N E C T I O N , U N O P 1 1 2 x 1 2 C B 1 2 1 2 ( 3 ) S D S 2 2 1 5 0 0 L O G S C R E W S P 2 6 x 6 P B 6 6 B C S 2 - 3 / 6 P 3 A R C H P E R G O L A 1 P l a n C h e c k 1 1 / 2 9 / 1 8 sheathed per SW-A s h e a t h e d p e r S W - A C l a r i f i c a t i o n p e r R F I # 3 3 C O N C R E T E 5 ' - 0 " W ' 1 N O T E S : K E Y N O T E S : KEYNOTES: M A T E R I A L M I N I M U M 2 8 D A Y C O M P R E S S I V E S T R E N G T H F O R S L A B O N G R A D E , F O O T I N G , A N D W A L L S I S 4 5 0 0 P S I ( D E S I G N E D F O R 2 5 0 0 ) . R E B A R L A P L E N G T H S C H E D U L E N O R M A L - W E I G H T C O N C R E T E ( 1 4 5 P C F ) \ 0 0 X C o V A L U E S I N T A B L E A R E I N I N C H E S . L E N G T H S B A S E D O N 6 0 G R A D E R E I N F ( N O T C O A T E D ) W I T H C L A S S B L A P S P L I C E S T O P R E I N F I S D E F I N E D A S H O R I Z R E I N F W / M O R E T H A N 1 2 " O F C O N C B E L O W C O N C S T R E N G T H S E L E C T E D I N T A B L E S H A L L N O T E X C E E D D E S I G N C O N C S T R E N G T H ~CD /DD 1 . B U I L D I N G P A D S U B G R A D E M I N E M B E D M E N T D E P T H P E R F D N P L A N M E A S U R E D F R O M L O W E R O F K E Y N O T E S 1 A N D 4 F T G P E R P L A N L O W E S T S U R R O U N D I N G S O I L W I T H I N 5 ’ - 0 ' O F B L D G B E F O R E L A N D S C A P I N G A . 1.CONT REBAR PER PLANTIES PER PLAN OR DETAIL. SHIFT AS REQ'DWHILE MAINTAINING SPACING REQ'MENTS6" MAX STEEL SLEEVE AT PIPEPENETRATION. SPACE BETWEEN PIPE ANDSLEEVE TO BE FILLED W/ FOAMCONC FTG PER PLANTHICKEN FTG AS REQ'D TO MAINTAIN DIMLIMITSBENT DOWEL TO LAP CONT BOT REBAR O CD U j L O 2 . 2. L h - I o o o o ° < c © y < = > 3 f c > = 2 5 0 0 P S I f c > = 4 0 0 0 P S I X | - M I N C L R C O V E R M I N B A R S P A C I N G 1 1/2" MIN C E M E N T S H A L L B E T Y P E V . C T > 3. B A R \ 0 T O P O T H E R T O P O T H E R B . c P 3 . a 4 4 . 1 1/2" MIN, 1 # 3 1 . 5 4 . 5 2 0 1 6 1 6 1 4 M A X I M U M W / C R A T I O S H A L L B E 0 . 4 5 . 1 1/2" MIN4. V # 4 1 . 5 4 . 0 2 6 2 0 2 0 1 6 © 0 C . 5. C O N C R E T E S L U M P S H A L L B E 4 - 6 I N C H E S . # 5 1 . 5 3 . 8 3 2 2 4 2 6 2 0 # 6 2 . 0 3 . 0 4 6 3 6 3 8 2 8 6. c o A I R E N T R A I N M E N T S H A L L B E 4 . 5 % - 6 % F O R A L L C O N C R E T E E X P O S E D T O F R E E Z E - T H A W C Y C L E S . HORIZ PENETRATION # 7 2 . 0 3 . 5 6 8 5 2 5 4 4 2 < NOTES: # 8 2 . 0 3 . 0 1 0 2 7 8 8 2 6 2 V THRU CENTER OF FTG r r n r < # 9 2 . 0 3 . 4 1 1 6 8 8 9 2 7 0 E X T E R I O R C O N D I T I O N C D A. 4" MAX UTILITY LINE ALLOWED TO PENETRATE FTG A L L C O N C R E T E S H A L L B E N O R M A L W E I G H T O F 1 4 5 P O U N D P E R C U B I C F O O T U N L E S S N O T E D O T H E R W I S E , U S I N G H A R D R O C K A G G R E G A T E S C O N F O R M I N G T O A S T M C 3 3 . M A X I M U M A G G R E G A T E S I Z E F O R S T R U C T U R A L E L E M E N T S S H A L L N O T E X C E E D 3 / 4 " . # 1 0 2 . 0 3 . 8 1 3 0 1 0 0 1 0 2 8 0 <L < CD CD/CD / CD # 1 1 2 . 0 4 . 2 1 4 4 1 1 0 1 1 4 8 8 > —7 r \ i 1 X r \ j B A T C H I N G , M I X I N G , A N D T R A N S P O R T I N G B A T C H I N G , M I X I N G , A N D T R A N S P O R T I N G C O N C R E T E S H A L L B E P E R A C I 3 0 1 . c o 14-f- U J 7 C O 1 1/2" < ■ _ 1 — L — z yi 1/2" mv// t . 3 C O N C R E T E M I X E S S H A L L B E D E S I G N E D B Y A C E R T I F I E D L A B O R A T O R Y A N D A P P R O V E D B Y T H E E N G I N E E R O F R E C O R D . T _ ) < 5 C s c o 1 o p < 1 0 " = lCD > 5 P O R T L A N D C E M E N T S H A L L C O N F O R M T O A C I 3 0 1 . a HORIZ PENETRATION r s j O r \ j r ^ j O v J C ' s J I N T E R I O R C O N D I T I O N W A T E R S H A L L N O T B E A D D E D A T T H E J O B S I T E S U C H T H A T T H E A P P R O V E D M I X D E S I G N W / C R A T I O I S E X C E E D E D . m THRU BOTTOM OF FTG 3 a d > PIPE INSERT THROUGH FOUNDATION F O O T I N G E M B E D M E N T D E P T H C O N C R E T E R E B A R L A P S C H E D U L E F O R M W O R K F O R M W O R K S H A L L B E P E R A C I 3 0 1 . H I 8 1 515.1 ;5.1 1 5 . 1 O s J r v j L D < TDC109 T D C 1 0 5 T D C 1 0 1 c o < P L A C I N G P L A C I N G O F C O N C R E T E S H A L L B E P E R A C I 3 0 1 . K E Y N O T E S : KEYNOTES: O P R O V I D E C O R N E R D O W E L T O M A T C H F T G L O N G R E I N F ( L A P P E R G S N ) 1 . 1.WALL FTG REINF PER SCHED AND TYP DETAIL. REINF MAY BE SHIFTED AROUND PENETRATION SLEEVE AT PIPE PENETRATION. MAX WIDTH AS SHOWN. SPACE BETWEEN PIPE AND SLEEVE TO BE FILLED W/ FOAM PLUMBING PIPE BY OTHERS t o U J P L A C I N G O F C O N C R E T E B Y M E A N S O F P U M P I N G S H A L L B E P E R A C I 3 0 1 . 2.O W H E R E T H E R E I S A R I S K O F P R E M A T U R E D R Y I N G , S U C H A S I N H O T O R W I N D Y W E A T H E R , C U R I N G M E A S U R E S S H A L L B E I M P L E M E N T E D P E R T H E R E C O M M E N D A T I O N S O F A C I 3 0 1 . i = t _ > O 3. o M I N I N U M R E I N F O R C I N G C O V E R C O NOTES: L A P L E N G T H 1" CLR C O N S O L I D A T I O N C O N S O L I D A T I O N O F C O N C R E T E S H A L L B E P E R A C I 3 0 1 . T Y P - C D S T R U C T U R A L E L E M E N T C O V E R T O L E R A N C E 1 TYPA. W = WALL FTG WIDTH PER SCHED F O O T I N G A N D S L A B O N G R A D E 3 " 3 / 8 ' . 7 /© W A L L S ( # 5 O R S M A L L E R ) 1 1 / 2 " 3 / 8 ' . . 7 = C O L D W E A T H E R C O N C R E T I N G W H E N T H E A I R T E M P E R A T U R E I S B E L O W 4 0 ° F , C O L D W E A T H E R C O N C R E T E P R O C E D U R E S S H A L L B E U S E D P E R A C I 3 0 1 . / W A L L S ( # 6 O R L A R G E R ) B E A M S A N D C O L U M N S 2 " 1 / 2 ' 1 1 / 2 " 3 / 8 ' V v/CD 3 / 4 ' 3 / 8 " E L E V A T E D S L A B S A C O N S T R U C T I O N P L A N S H A L L B E S U B M I T T E D T O T H E E N G I N E E R D E T A I L I N G T H E P R O T E C T I O N P R O C E D U R E S P R I O R T O P L A C E M E N T O F C O N C R E T E . C D MAX^J* Q . 0.2W MIN0.2W £ TYP CLR TYP C L H O T W E A T H E R C O N C R E T I N G P R I O R T O C O N C R E T E P L A C E M E N T , T O P 3 I N C H E S O F S U B - B A S E S H A L L B E W E T T E D S U F F I C I E N T L Y T O S A T U R A T E S U B - B A S E W I T H O U T A N Y S T A N D I N G W A T E R . 3 W C O N C R E T E P L A C E M E N T T E M P E R A T U R E M A Y N O T E X C E E D 9 0 ° F A H R E N H E I T W H E N M E A S U R E D I N A C C O R D A N C E W I T H A S T M C 1 0 6 4 . T Y P C O R N E R I N T E R S E C T I O N C / O S T E E L F O R M S A N D R E I N F O R C E M E N T S H A L L B E C O O L E D P R I O R T O C O N C R E T E P L A C E M E N T W H E N S T E E L T E M P E R A T U R E S E X C E E D 1 2 0 ° F A H R E N H E I T . TYPICAL VERTICAL PIPE PENETRATIONS AT WALL FOOTING T Y P I C A L C O N C R E T E F O O T I N G R E I N F O R C I N G A T I N T E R S E C T I O N S M I N I M U M C O V E R F O R R E I N F O R C I N G S T E E L M I X W A T E R , A G G R E G A T E S , C O N V E Y I N G A N D P L A C I N G E Q U I P M E N T O R A N Y C O M B I N A T I O N O F T H E A B O V E S H A L L B E C O O L E D I F N E C E S S A R Y T O M A I N T A I N P R O P E R C O N C R E T E P L A C I N G T E M P E R A T U R E . 9 6 2 C / D 15.115.1 1 5 . 1 TDC201 T D C 1 0 6 T D C 1 0 2 K E Y N O T E S : C / D K E Y N O T E S : S L A B O N G R A D E C O N T R A C T O R S H A L L F O L L O W A C I 3 0 1 A G G R E G A T E S P E C I F I C A T I O N I N C L U D I N G # 8 A N D # 4 A G G R E G A T E S T O P R O V I D E A W E L L - G R A D E D A G G R E G A T E M I X . M A X I M U M A G G R E G A T E S I Z E S H A L L N O T E X C E E D 1 1 / 2 " . M I N F I N I S H E D B E N D D I A : 6 d F O R # 3 T H R U # 8 ; 8 d F O R # 9 , # 1 0 A N D # 1 1 ; 1 0 d F O R # 1 4 A N D # 1 8 E X T E N S I O N F O R S T I R R U P S A N D T I E S O N L Y : 9 0 ° : 6 d F O R # 5 A N D S M A L L E R , 1 2 d F O R # 6 T H R U # 8 ( 3 " M I N ) ; 1 3 5 ° : 6 d ( 3 " M I N ) ; 1 8 0 ° : 4 d ( 2 1 / 2 " M I N ) M I N F I N I S H E D B E N D D I A F O R S T I R R U P S A N D T I E S O N L Y : 4 d F O R # 5 A N D S M A L L E R ; 6 d F O R # 6 T H R U # 8 1 . F T G R E I N F W H E R E O C C U R S P E R 1 . C L L J P L A N C D - £ L J L D 2 . Z - B A R ( S ) T O M A T C H F T G R E I N F 3 . C O M P A C T E D S U B G R A D E P E R G S N 4 . F T G D E P T H M I N 5 . A D D L B E N T B A R T O M A T C H F T G R E I N F 6 . C O N C F T G P E R P L A N Y t y p C 2 . C D C O N T R A C T O R S H A L L P R O V I D E C O N T R O L J O I N T S . S E E T Y P I C A L C O N T R O L J O I N T I N C O N C R E T E S L A B O N G R A D E D E T A I L . C D L J " O C D 1 8 ' 3 . L J 2 . 0 x H / 1 D O W E L D I M S ^ W t . O . F T G 0 5 ( 9 7 L J . N O T E S : d = B A R D I A A L L R E I N F S H A L L B E B E N T C O L D U N O O N P L A N S O R D E T A I L S R E I N F S H A L L N O T B E U N - B E N T O R R E ­ B E N T U N O A . B . S T I R R U P A N D T I E H O O K S O F F S E T B A R D D c . / V © CD © / T Y P ? 2 4 d 2 1 / 2 " 5 CNJ 7 * C D a T 3 < 0 Y % T . O . F T G , T J C N J V A L L O T H E R R E I N F L J 3 o C O □ _ 0 0 T Y P I C A L S T E P P E D F O O T I N G S T A N D A R D R E B A R B E N D I N G D E T A I L S 7 3 ;5.1 1 5 . 1 T D C 1 0 7 T D C 1 0 3 R E U I S I 0 N S “CD_ CO ;---------1. o©/ K E Y N O T E S : Yu K E Y N O T E S : 1 . J O I N T S P A C I N G P E R S C H E D A L I G N C O N T R O L J O I N T S W / C O L ( W H E R E O C C U R S ) P R O V I D E ( 2 ) # 4 x 4 8 M I D - H T S L A B B A R S A D J A C E N T T O A L L D I S C O N T I N U O U S J O I N T L O C A T I O N S W H E R E C O N T R O L J O I N T S E C T I O N S A R E R E C T A N G U L A R , T H E L E N G T H " L " S H A L L N O T E X C E E D 1 . 5 T I M E S T H E W I D T H " W " S A W C U T J O I N T D E P T H E Q T O 1 / 4 S L A B T H I C K N E S S C O M P A C T E D S U B G R A D E P E R G S N C O N S T R U C T I O N J O I N T 2 x 4 C O N T T A P E R E D K E Y 1 / 2 " 0 x 1 2 " S M O O T H D O W E L A T 2 4 " O . C . W R A P T O P R E V E N T B O N D T O C O N C ( C E N T E R I N S L A B T H I C K N E S S A T J O I N T ) 7SJT r 1 . C O N S T R U C T I O N A B O V E F O O T I N G P E R P L A N A N D F T G D E T A I L S F T G R E I N F F T G W I D T H A N D / O R L E N G T H P E R F T G S C H E D C O M P A C T E D S U B G R A D E P E R G S N F T G T H I C K N E S S P E R F T G S C H E D <ov//Y 2 . 0 2 . 2 3 . . D d C O A 3 . 6 l o C.J. 4 . OPTION A-SAWCUT JOINTS \ 5 . | — I I l = l 4 . 3 " © ^ ®Dd7 C L R © COO 5 . P R O J E C T N O , 1 7 0 6 8 D O T E : A U G U S T 2 0 1 8 D R R U U N B Y : A u t h o r C H E C K E D B Y : C h e c k e r §SP©S' 1 2 0 J O I N T S P A C I N G S C H E D U L E F T G W / B O T S T L 6 . o o 7 . 7 7 S L A B T H I C K N E S S M A X S P A C I N G 8 . Y - 6'r - 6'/y/ 9 . 8 ' 4 © 1 0 ' 5 " 1 © C O 3OPTION B - KEYED JOINT c \ i 6 1 2 ' o I l = r C.J. 4 7 " 1 4 ' V7 N O T E S : CD_ CO 0 8 1 5 ’ _ o d C O — 1 I I _ _ _ _ C X l c o 70 A . C . J . D E N O T E S C O N T R O L J O I N T U S E D O W E L E D O R K E Y E D J O I N T A T S L O P E T R A N S I T I O N S I N R A M P S A T C O N C S L A B O N G R A D E O R C O N S T R U C T I O N J O I N T S S A W C U T S S H A L L B E M A D E S O O N E N O U G H T O P R E V E N T S H R I N K A G E C R A C K I N G , B U T N O T S O S O O N A S T O C A U S E S P A L L I N G Z I P S T R I P O R T O O L E D J O I N T M A Y B E U S E D I N L I E U O F S A W C U T o I l _ o B . D R R U U I N G N O . : K ® 'WS,3 i C.J.\ 3 " 3 " ' © L R © ^ © I- C . C L R ii|^nr-6"r - 6’ C D //y-/ / y CDQ>OPTION C - DOWELED JOINT 5 . 1 D . F T G W / T & B S T L T Y P T U R N E D - D O W N F T G TYPICAL CONTROL JOINT IN CONCRETE SLAB ON GRADE T Y P I C A L F O O T I N G 11 4 15.1 1 5 . 1 TDC301 T D C 1 0 4 KEYNOTES: K E Y N O T E S : W O O D W ' 1.WOOD LEDGER PER PLANLEDGER CONNECTION AT EACH 2x STUD P E R SCHED16d AT 6" O.C. TO BLKG AT UNBLOCKED ROOF/FLR DIAPHRAGMS. 16d AT 4" O.C. AT BLOCKED ROOF/FLR DIAPHRAGMS FULL DEPTH BLKG EN AS OCCURS 1 . 1 6 d N A I L S S T A G G E R E D A T 8 " O . C . A S S H O W N ( 3 ) R O W S O F 1 6 d N A I L S A T 8 " O . C . A T 1 4 " M E M B E R S O R D E E P E R A S S H O W N P L Y W O O D S P A C E R - 3 " W I D E B Y B E A M D E P T H ( M I N ) G E N E R A L S A W N F R A M I N G L U M B E R S H A L L C O M P L Y W I T H T H E L A T E S T E D I T I O N O F T H E G R A D I N G R U L E S O F T H E W E S T E R N W O O D P R O D U C T S A S S O C I A T I O N O R T H E W E S T C O A S T L U M B E R I N S P E C T I O N B U R E A U . A L L S A W N L U M B E R S H A L L B E S T A M P E D W I T H T H E G R A D E M A R K O F A N A P P R O V E D L U M B E R G R A D I N G A G E N C Y . 2. \ 0 0 X 2 . C o 1 1 U j L O 3. 3 . i ' - 0 0 o o ° < c © © / < = > 1 1 x | - 31 C T > \ 0 4. c P - C D 5. D O N O T N O T C H O R D R I L L J O I S T S , B E A M S , O R L O A D B E A R I N G S T U D S W I T H O U T P R I O R A P P R O V A L O F T H E S T R U C T U R A L E N G I N E E R T H R O U G H T H E A R C H I T E C T . 3 6. BN■ G R A D E / M A T E R I A L S S P A N R A T I N G B O U N D A R Y / E D G E N A I L I N G V T H I C K N E S S U S E F I E L D N A I L I N G FRAMING AS OCCURS PER PLAN WOOD STUDS PER PLAN (16" MAX SPACIN G ) 7. ( 2 ) 2 x M E M B E R S ( 3 ) 2 x M E M B E R S 8.EQ EQ 8 d A T 1 2 " O . C . 8 d A T 6 " O . C . 7 / 1 6 ' O S B W A L L S / R O O F 2 4 / 1 6 F A B R I C A T I O N A N D H A N D L I N G S H A L L C O N F O R M W I T H T H E L A T E S T A I T C A N D A S T M S T A N D A R D S . A2 4 1 5 / 3 2 ' O S B W A L L S / R O O F 3 2 / 1 6 8 d A T 1 2 " O . C . c o 8 d A T 6 " O . C . NOTES: < 1 / 2 ' C D X W A L L S / R O O F 3 2 / 1 6 8 d A T 1 2 " O . C . 8 d A T 6 " O . C . A. SDWH INDICATES SIMPSON TIMBER-HEX SDWH19400DB SCREW (4" LONG)B. DF-L LUMBER. CD = 1.00, UNOC. SINGLE LAYER OF PLYWOOD PANEL ALLO W E D BETWEEN STUD AND LEDGER A L L E N G I N E E R E D W O O D P R O D U C T S S H A L L B E M A N U F A C T U R E D I N A C C O R D A N C E W I T H E S R - 1 3 8 7 O R A P P R O V E D E Q U A L . < 8 d A T 1 2 " O . C . 1 9 / 3 2 " O S B R O O F 4 0 / 2 0 8 d A T 6 " O . C . 1 / 2 " 5 1 / 2 8 d A T 1 2 " O . C . 5 / 8 ' C D X R O O F 4 0 / 2 0 8 d A T 6 " O . C . y - 1 / / 1 < V e - c 2 3 / 3 2 " O S B R O O F / F L O O R 4 8 / 2 4 1 0 d A T 1 2 " O . C . 1 0 d A T 6 " O . C . > ELEVATION S A W N L U M B E R S A W N L U M B E R S H A L L B E D O U G L A S F I R L A R C H , N O . 2 U N L E S S N O T E D O T H E R W I S E . 3 / 4 " T & G C D X F L O O R 4 8 / 2 4 1 0 d A T 1 2 " O . C . 1 0 d A T 6 " O . C . © 7 2 2 r \ i X 7 / 8 " T & G C D X F L O O R 6 0 / 3 2 1 0 d A T 1 2 " O . C . 1 0 d A T 6 " O . C . ' x j - r \ j c o 1 1 / 8 " T & G 6 0 / 3 2 C D X F L O O R 1 0 d A T 1 2 " O . C . 1 0 d A T 6 " O . C . U J © 2 x 4 B L O C K I N G , A N D N O N - S T R U C T U R A L E L E M E N T S M A Y B E D O U G L A S F I R L A R C H S T U D G R A D E . 1 c o < ■ _ 1 — L — 8 6 T _ ) < c o o p 6 x 6 P O S T S A N D L A R G E R S H A L L B E N O . 1 G R A D E . <D < ( 2 ) L V L M E M B E R S ( 3 ) L V L M E M B E R S CJ z CJ \CM<DCMCMOO G L U E - L A M I N A T E D B E A M S ( G L B ) G L U L A M B E A M S S H A L L B E D O U G L A S F I R C O M B I N A T I O N 2 4 F - V 4 A T S I M P L E S P A N B E A M S A N D 2 4 F - V 8 A T C A N T I L E V E R E D A N D M U L T I - S P A N B E A M S , U N L E S S N O T E D O T H E R W I S E , A N D S H A L L H A V E T H E F O L L O W I N G M I N I M U M P R O P E R T I E S : ■ E = 1 , 8 0 0 , 0 0 0 P S I ■ F b = 2 , 4 0 0 P S I ■ F c ( P E R P E N D I C U L A R ) = 6 5 0 P S I ■ F c ( P A R A L L E L ) ^ , 6 5 0 P S I ■ F v = 2 6 5 P S I LOCMCOCM Q Is r s j X O r \ j r ' x j O v J c ' s j m a d 5 T Y P I C A L B U I L T - U P B E A M A N D H E A D E R S H E A T H I N G R E Q U I R E M E N T S 1 4 > CN I 5 . 5 I I 5 . 5 I L-© H I T D W 2 0 1 T D W 1 0 1 COCM7 O s J r v j L O < K E Y N O T E S : 1 o o C O N N E C T I O N N A I L I N G < SECTION A-2x6 SECTION A-2x8SECTION A-2x10 AND 2x 1 2 1 . ( 3 ) S D W H 1 9 4 0 0 D B S C R E W S I N T O E A R O O F F R A M I N G M E M B E R ( 2 4 " O . C . M A X ) A T T A C H O V E R - B U I L D F R A M I N G T O B E A R I N G P L W / A 3 4 C L I P 2 x 1 0 ( M I N ) C O N T B E A R I N G P L R O O F S H E A T H I N G P E R P L A N 2 x S T U D P O N Y W A L L A S O C C U R S O N P L A N ( W A L L S H A L L B E C E N T E R E D B E T W E E N M A X S P A N ) L O W E R R O O F S H E A T H I N G 2 x O V E R B U I L D F R A M I N G P E R P L A N T O P C H O R D O F T R U S S O R R O O F F R A M I N G M E M B E R P E R P L A N B N 1 0 d N A I L S A T 4 " O . C . M A X 2 x 6 ( M I N ) C O N T B E A R I N G P L W O O D T R U S S P E R P L A N ' ~ x J J O I S T O R T R U S S B E A R I N G O N P L O R G I R D E R , T O E N A I L ( 3 ) 1 3 5 N 3 5 0 O SCREW SPACING SCREW SPACING SCREW SPACING B R I D G I N G T O J O I S T , T O E N A I L E A E N D ( 2 ) 1 3 1 N 2 5 0 2 . B E A M S S H A L L B E M A N U F A C T U R E D W I T H 2 0 0 0 ’ R A D I U S M I N I M U M C A M B E R U N L E S S C A M B E R I S S P E C I F I C A L L Y N O T E D O N T H E D R A W I N G S . t o S O L E P L T O J O I S T O R B L K G , F A C E N A I L 1 3 5 N 3 5 0 A T 1 6 " O . C . U J T O P P L T O S T U D , E N D N A I L T O E A S T U D ( 2 ) 1 6 2 N 3 5 0 O R ( 3 ) 1 3 1 N 3 0 0 3 . 4 . ( 4 ) 1 3 1 N 2 5 0 T O E N A I L S O R ( 2 ) 1 6 2 N 3 5 0 E N D N A I L S O R ( 3 ) 1 3 1 N 3 0 0 E N D N A I L S S T R U C T U R A L U S E P A N E L S S T R U C T U R A L U S E P A N E L S S H A L L B E P E R F O R M A N C E R A T E D B Y T H E A M E R I C A N P L Y W O O D A S S O C I A T I O N ( A P A ) . P A N E L S S H A L L C O M P L Y W I T H I C C I C C E S R - 2 5 8 6 , E X P O S U R E 1 . I N S T A L L P E R M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S . P L Y W O O D S H A L L B E F I V E - P L Y S H E A T H I N G . L A Y U P P L Y W O O D W I T H F A C E G R A I N P E R P E N D I C U L A R T O S U P P O R T S . P L Y W O O D M A Y B E O R I E N T E D P E R S H E A R W A L L S C H E D U L E . O R I E N T E D S T R A N D B O A R D ( O S B ) M A Y B E U S E D A S A N A L T E R N A T E T O P L Y W O O D . P R O V I D E B L O C K I N G A T P A N E L E D G E S W H E R E I N D I C A T E D O N P L A N S . P A N E L S S H A L L C O N F O R M T O T H E N O M I N A L T H I C K N E S S , S P A N R A T I N G A N D M I N I M U M N A I L I N G P A T T E R N P E R T Y P I C A L S H E A T H I N G R E Q U I R E M E N T S D E T A I L U N L E S S N O T E D O T H E R W I S E . S T U D T O S O L E P L i = 5 . i _ ) O S T U D T O 3 x S O L E P L , E N D N A I L ( 2 ) 1 9 2 N 4 0 0 O c o D B L S T U D S , F A C E N A I L , U N O 1 3 5 N 3 5 0 A T 1 6 " O R 1 3 1 N 3 0 0 A T 1 6 " O . C . 6 . WOOD LEDGER SCHEDULE D B L T O P P L , F A C E N A I L , U N O 1 3 5 N 3 5 0 A T 1 2 " O R 1 3 1 N 3 0 0 A T 1 2 " O . C . 7 . 1 2 3 9 8 . T O P P L , L A P S A N D I N T E R S E C T I O N S , F A C E N A I L ( 3 ) 1 3 5 N 3 5 0 O R ( 3 ) 1 3 1 N 3 0 0 z CONNECTION C E I L I N G J O I S T S T O P L , T O E N A I L ( 3 ) 1 3 1 N 2 5 0 9 . MARK MEMBER C O N T H E A D E R T O S T U D , T O E N A I L ( 4 ) 1 3 1 N 2 5 0 NAILS SCREWS 1 0 . C E I L I N G J O I S T S , L A P S O V E R P A R T I T I O N S , F A C E N A I L ( 4 ) 1 3 5 N 3 0 0 O R ( 4 ) 1 3 1 N 3 0 0 1 1 . WL24 2x4 (2) 16d C E I L I N G J O I S T S T O P A R A L L E L R A F T E R S , F A C E N A I L P E R T A B L E 2 3 0 8 . 7 . 3 . 1 y C D 7 WL26 2x6(3) 16d(2) SDWH N O T E S : R A F T E R O R T R U S S T O P L , T O E N A I L ( 3 ) 1 3 1 N 2 5 0 WL28 2x8 (4) 16d(3) SDWH P R O V I D E O N E P A N E L C L I P B E T W E E N S U P P O R T S S P A C E D G R E A T E R T H A N 1 6 " O N C E N T E R A N D T W O P A N E L C L I P S B E T W E E N S U P P O R T S S P A C E D G R E A T E R T H A N 3 2 " O N C E N T E R . A S A N A L T E R N A T I V E , T O N G U E A N D G R O O V E M A Y B E U S E D O R U N S U P P O R T E D P A N E L E D G E S M A Y B E B L O C K E D W I T H 2 x F L A T B L O C K I N G . B U I L T - U P C O R N E R S T U D S , U N O 1 3 5 N 3 5 0 A T 1 2 " O R 1 3 1 N 3 0 0 A T 1 2 " O . C . A . B E V E L C U T B O T C H O R D O F O V E R B U I L D T R U S S E S A S R E Q ' D (5) 16d (4) SDWHWL2102x10 6 K I N G S T U D / P O S T T O H E A D E R ( 6 ) 1 3 5 N 3 5 0 F A C E N A I L O R ( 1 0 ) 1 3 5 N 3 0 0 A T 1 6 " T O E N A I L WL2122x12(4) SDWH 8 K I N G S T U D / P O S T T O T R I M M E R S T U D / P O S T 1 3 5 N 3 5 0 F A C E N A I L A T 1 2 " O . C . O R 1 3 5 N 3 5 0 T O E N A I L A T 8 " O . C . WOOD LEDGERS DENOTED W/ AN "S" (WL26S, WL28S, ETC) SHALL ONLY BE INSTALLED W/ SCREWS M U L T I P L E K I N G S T U D S A N D / O R T R I M M E R S T U D S 1 3 5 N 3 5 0 F A C E N A I L A T 1 2 " O . C . O R 1 3 5 N 3 5 0 T O E N A I L A T 8 " O . C . B O T T O M P L A T E S ( S O L E P L A T E S ) F O R B O T T O M P L A T E A T T A C H M E N T T O S L A B , R E F E R T O T Y P I C A L B O T T O M P L A T E A T T A C H M E N T D E T A I L . N O T E S : A . M I N N A I L I N G S P E C I F I E D H E R E I N S H A L L B E P R O V I D E D U N O O N P L A N S , D E T A I L S , O R G S N . B . N A I L I N G N O T N O T E D O T H E R W I S E S H A L L B E P E R I B C T A B L E 2 3 0 4 . 1 0 . 1 S T I C K - F R A M E D N A I L S A L L N A I L S , E X C E P T 1 3 5 N 3 5 0 , S H A L L B E C O M M O N W I R E N A I L S U N L E S S N O T E D O T H E R W I S E . 1 3 5 N 3 5 0 N A I L S M A Y B E S I N K E R S O R B O X U N L E S S N O T E D O T H E R W I S E O N P L A N S O R S C H E D U L E S . N A I L S S H A L L B E D R I V E N S O T H A T T H E H E A D S A R E F L U S H W I T H W O O D S U R F A C E . O V E R O R U N D E R D R I V E N N A I L S W I L L N O T B E A C C E P T A B L E . C / O TYPICAL WOOD LEDGER AT WOOD STUD WALL M I N I M U M N A I L I N G S C H E D U L E 6 2 I5.5I I 5 . 5 I O O TDW304 T D W 1 0 3 1 3 5 N 3 5 0 N A I L S H A V E A M I N U M U M S H A N K D I A M E T E R O F 0 . 1 3 5 " A N D A R E 3 1 / 2 " L O N G . 1 4 8 N 3 0 0 N A I L S H A V E A S H A N K D I A M T E R O F 0 . 1 4 8 " A N D A R E 3 " L O N G . 1 3 1 N 2 5 0 N A I L S H A V E A S H A N K D I A M E T E R O F 0 . 1 3 1 " A N D A R E 2 1 / 2 " L O N G . / - C D KEYNOTES: 9 1 1 0 K E Y N O T E S : z 0 0 1.2x WOOD STUD WALL PER TYP DETAIL WALL SHEATHING PER PLAN AND SHEARWA L L SCHEDWATERPROOF PER ARCHSIMPSON BT BRICK TIE OR EQ. ATTACH W/ # 8 x 2 ' LONG WOOD SCREWS AT 16" O.C. EA WAY 1 . B O T P L B O T P L S P L I C E 2. 2 . B O L T S A N D L A G S C R E W S A L L B O L T S S H A L L B E I N S T A L L E D I N H O L E S B O R E D W I T H A B I T 1 / 1 6 " L A R G E R T H A N T H E D I A M E T E R O F T H E B O L T . L J 3 . A B 3. L O F O U N D A T I O N P E R P L A N S T U D W A L L F R A M I N G E N D O F B O T P L A T E S T E E L P L A T E W A S H E R 1 / 4 x 3 x 3 " ( 2 x 4 , O R 2 x 6 W / S H E A T H I N G O N E F A C E ) 1 / 4 x 3 x 4 1 / 2 " ( 2 x 6 W / S H E A T H I N G B O T H F A C E S ) W / D I A G O N A L L Y S L O T T E D H O L E . S L O T L E N G T H N O T T O E X C E E D 1 3 / 4 " M A X . P R O V I D E S T D C U T W A S H E R ( 0 . 1 0 9 " x 1 3 / 8 " O U T S I D E D I A A T 1 / 2 " 0 A B O R 0 . 1 3 4 x 1 3 / 4 " O U T S I D E D I A A T 5 / 8 " 0 A B ) P L A C E D B E T W E E N P L A T E W A S H E R A N D N U T 4 . 6 1 1 4. 5 . C D 1 / 2 " M A X , T Y P - C D 6 . C U T W A S H E R S S H A L L B E P L A C E D U N D E R B O L T H E A D S A N D N U T S . S P O I L T H R E A D S T O P R E V E N T L O O S E N I N G . ■ r 7 . C D D L J 1CEMENT GROUT BETWEEN STONE VENEER A N D BACKINGSTONE VENEER12 GA CORROSION RESISTANT WIRE TIE LO O P E D AROUND WIRE MESH. MIN 15" WIRE TIE LEG S ARE BENT TO FOLLOW STONE MORTOR JOI N T . WIRE TIE IS BENT 90° AT LAST 2" OF EA LEG. M I N (1) WIRE TIE FOR EVERY 2 SQUARE FT OF S T O N E VENEER OR 16" O.C. EA WAY 5. L J L A G B O L T S S H A L L B E I N S T A L L E D I N P R E - D R I L L E D H O L E S 4 0 % T O 7 0 % O F T H E D I A M E T E R O F T H E L A G S C R E W A N D I N S T A L L E D B Y T U R N I N G W I T H A W R E N C H . 1 ©6. 3 7.■~CD P R E F A B R I C A T E D W O O D T R U S S T R U S S - F R A M E D Q>4 M A N U F A C T U R E R A L L P R E F A B R I C A T E D T R U S S E S S H A L L B E D E S I G N E D B Y T H E M A N U F A C T U R E R . -CDCD N O T E S : / /\ D E S I G N B O T T O M C H O R D S O F R O O F T R U S S E S A C T I N G A S C E I L I N G M E M B E R S M U S T B E A B L E T O S U P P O R T A 1 0 P S F N O N - C O N C U R R E N T L I V E L O A D P E R T H E G O V E R N I N G B U I L D I N G C O D E R E Q U I R E M E N T S . A . B O T P L R E S T I N G O N C O N C O R M A S O N R Y S H A L L B E P T . P O S T - I N S T A L L E D A N C H O R S A R E P E R M I T T E D T O B E U S E D I N L I E U O F C A S T I N P L A C E A N C H O R B O L T S P R O V I D E D T H E Y A R E I N S T A L L E D W / S A M E A N C H O R D I A , S P A C I N G , A N D E M B E D M E N T A S C A S T - I N - P L A C E A N C H O R S . P O S T - I N S T A L L E D A N C H O R S A R E N O T P E R M I T T E D A T S H E A R W A L L H O L D O W N A N C H O R L O C A T I O N S . F O R A D D I T I O N A L I N F O R M A T I O N R E G A R D I N G S H E A R W A L L S , R E F E R T O T Y P I C A L S H E A R W A L L C O N S T R U C T I O N D E T A I L S H O T P I N S O R P O W D E R A C T U A T E D F A S T E N E R S S H A L L H A V E A C O D E R E P O R T ( I C C - E S O R I A P M O ) I N D I C A T I N G T H E Y A R E A C C E P T A B L E F O R U S E U N D E R C U R R E N T B U I L D I N G C O D E CNJ B . 5 NOTES: D E S I G N O F T R U S S S H A L L B E P E R T H E L O A D S L I S T E D I N T H E B A S I S F O R D E S I G N . A. WHERE STONE VENEER IS AT A CONC OR MASONRY WALL ATTACH MASONRY BRICK T I E TO WALL W/ HILTI X-CF 0.138"x2" SHOTPIN W / WASHER AT 16" O.C. EA WAY T H E T R U S S E S S H A L L B E D E S I G N E D T O C A R R Y A N Y A D D I T I O N A L L O A D S D U E T O M E C H A N I C A L U N I T S , O V E R H E A D D O O R S , R O O F O V E R B U I L T S , U P O R D O W N L A T E R A L O V E R T U R N I N G F O R C E S , E T C . . . / / / / 9 " M A X 9 " M A X 9 " M A X L J 6 1 o T Y P I C A L O V E R B U I L D F R A M I N G □ c D E S I G N M U S T A L S O T A K E I N T O A C C O U N T U N B A L A N C E D S N O W L O A D S , S N O W D R I F T I N G , I N C R E A S E D S N O W L O A D S O N E A V E S A N D I N V A L L E Y S , I M P A C T L O A D S F R O M F A L L I N G S N O W A N D I C E , E T C . . . C L 5 C / O 4 , C . I 5 . 5 I T D W 2 0 7 L U C O R E U I S I 0 N S D 3 T R U S S M E M B E R S S H A L L B E D E S I G N E D F O R C O M B I N E D S T R E S S E S B A S E D O N T H E W O R S T L O A D I N G C O N D I T I O N . T R U S S B E A R I N G L E N G T H S S H A L L N O T E X C E E D W I D T H O F S U P P O R T I N G E L E M E N T S A S I N D I C A T E D O N P L A N S . T R U S S M A N U F A C T U R E R R E S P O N S I B L E F O R H A N G E R S P E C I F I C A T I O N S F O R : T R U S S - T O - T R U S S ; T R U S S - T O - B E A M ; T R U S S - T O - L E D G E R . 1 D . 3 2CD“CD 4 <D T R U S S B R A C I N G T H E T R U S S M A N U F A C T U R E R S H A L L I N D I C A T E P R O P E R B R A C I N G O F M E M B E R S A S W E L L A S B R A C I N G F O R T R U S S E R E C T I O N . 76 B O T T O M P L A T E A T T A C H M E N T S C H E D U L E I N S T A L L A T I O N T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R T H E I N S T A L L A T I O N O F T H E T R U S S E S P E R T H E T R U S S M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S A N D S P E C I F I C A T I O N S . N O W E B O R C H O R D M E M B E R S S H A L L B E M O D I F I E D I N T H E F I E L D W I T H O U T P R I O R W R I T T E N A P P R O V A L O F T H E T R U S S M A N U F A C T U R E R . P R O J E C T N O , 1 7 0 6 8 D O T E : A U G U S T 2 0 1 8 D R R U U N B Y : A u t h o r C H E C K E D B Y : C h e c k e r I N T E R I O R N O N - B E A R I N G W A L L S P A R T I T I O N W A L L S E X T E R I O R W A L L S A N D S H E A R W A L L S I N T E R I O R B E A R I N G W A L L S A N C H O R B O L T S S H O T P I N S P E R S H E A R W A L L S C H E D U L E . 5 / 8 " 0 M I N A B D I A 5 / 8 " 0 1 / 2 " 0 O . 1 4 5 " 0 P E R S H E A R W A L L S C H E D U L E 4 8 " M I N A B S P A C I N G 3 2 " O . C . 4 8 " O . C . 3 2 " O . C . M I N E M B E D M E N T 1 1 / 4 " T T 3 ' D R R U U I N G N O . : 5 . 5 STONE VENEER AT STUD WALL T Y P I C A L B O T T O M P L A T E A T T A C H M E N T 7 3 I5.5I I 5 . 5 I TDW301 T D W 1 0 5 KEYNOTES: W ' 1.HOLDOWN PER PLANWALL SHEATHING PER PLAN AND SHEARWALL SCHEDSTUD WALL PER PLANEND POST PER PLAN. SEE NOTE A.CONC WALL OR FDN PER PLANWOOD JOIST PER PLANFLR SHEATHING PER PLAN2x DBL END STUD. STITCH NAIL TOGETHER PER"TYPICAL WOOD STUD WALL CONSTRUCTION"DETAIL. SEE NOTE A.2x TRIPLE END STUD. STITCH NAIL TOGETHER PER "TYPICAL WOOD STUD WALL CONSTRUCTION" DETAIL. SEE NOTE A SHEATHING MAY BE NOTCHED AT HOLDOWN STRAP ONLY TO PROVIDE SMOOTH TRANSITION PROVIDE MIN OF (1) #4x40" LONG REBAR WITHIN HATCHED AREA. CENTER ON STRAP. PROVIDE REBAR CLR COVER PER GSN AND "MINIMUM COVER FOR REINFORCING STEEL" DETAIL K E Y N O T E S : 1 N O T E S : K E Y N O T E S : 2. \ 0 0 X C o 1 . C O N T D B L 2 x T O P P L P E R T Y P I C A L T O P P L A T E S P L I C E D E T A I L T R I M M E R A N D K I N G S T U D S P E R T Y P I C A L W O O D S T U D W A L L C O N S T R U C T I O N D E T A I L W O O D B E A M P E R P L A N S T R A P P E R P L A N D R A G T R U S S U S E S T A G G E R E D N A I L S W / S P A C I N G A S N O T E D I N T H E S H E A R W A L L . B O T P L A T T A C H M E N T A T E L E V A T E D S H E A R W A L L S P E R S C H E D P R O V I D E F U L L H T D B L S T U D S A T E N D S O F S H E A R W A L L S U N O O N P L A N S O R D E T A I L S . H O L D O W N S A S S P E C I F I E D O N F D N P L A N S H A L L B E A T T A C H E D T O D B L S T U D S O R P O S T S P E R M F R S P E C . S T I T C H N A I L E N D S T U D S T O G E T H E R W / 1 3 5 N 3 5 0 A T E N S P A C I N G , S T A G G E R R O W S W H E R E S H T G I S I N T E R R U P T E D B Y I N T E R S E C T I N G W A L L , P R O V I D E B L K G F O R 5 / 8 " T O 3 / 4 " T H I C K F L O O R S H T G , 3 1 / 4 " ( M I N ) L O N G S I L L P L N A I L S S H A L L B E U S E D . F O R 7 / 8 " T O 1 1 / 8 " T H I C K F L O O R S H E A T H I N G , 3 1 / 2 " ( M I N ) L O N G S I L L P L N A I L S S H A L L B E U S E D 6 " L O N G S D S S C R E W S S H A L L E N G A G E B O T H S I L L P L A N D F R A M I N G B E L O W A L L S H E A T H I N G N A I L S A T S H E A R W A L L S S H A L L B E C O M M O N N A I L S . S U B S T I T U T I O N O F A L T F A S T E N E R S I S N O T P E R M I T T E D W / 0 P R I O R W R I T T E N A P P R O V A L B Y E N G I N E E R S H E A R W A L L A B S H A L L B E S E C U R E L Y F A S T E N E D A G A I N S T B U T N O T R E C E S S E D I N T O B O T P L . A L L S H E A R W A L L A B S H A L L H A V E M I N 1 / 4 " x 3 " x 3 " P L W A S H E R S ( 1 / 4 " x 3 " x 4 1 / 2 " A T 2 x 6 W A L L S W I T H S H E A T H I N G B O T H F A C E S ) S T U C T U R A L U S E P A N E L S M A Y B E I N S T A L L E D E I T H E R H O R I Z O R V E R T , U N O A . 1 . C O N T I N U E T O P P L O V E R H E A D E R S T R A P F R O M E N D O F U P P E R L E V E L S H E A R W A L L W H E R E I N D I C A T E D O N P L A N S . I N S T A L L O N D B L S T U D - E N S H E A T H I N G A T D B L S T U D C O N T D B L 2 x T O P P L , S P L I C E P E R T Y P D E T A I L S F U L L H T D B L S T U D S A T E A E N D O F S H E A R W A L L U N O O N P L A N S - F A C E N A I L D B L S T U D S W / 1 3 5 N 3 5 0 A T 1 2 " O . C . S O L I D 2 x B L K G A T A L L P A N E L E D G E S , U N O . E N S H E A T H I N G A T B L O C K E D E D G E S F I E L D N A I L I N G E N A T A L L S H E A T H I N G P A N E L E D G E S , H O L D D O W N P O S T S , B O T P L ' S A N D D B L T O P P L ’ S P E R S H E A R W A L L S C H E D - S T A G G E R N A I L S A T D B L P L O R S T U D S W A L L S H E A T H I N G P E R S H E A R W A L L S C H E D . M I N 2 - 0 " P A N E L W I D T H K I N G S T U D S A T O P E N I N G P E R P L A N O R S C H E D V E R T S T U D S A T 1 6 " O . C . M A X , U N O H O L D O W N T O F D N W / R E Q ’ D A B O R S T R A P T O L O W E R L E V E L A T E N D S O F S H E A R W A L L W H E R E I N D I C A T E D O N P L A N S A B T O F D N O R N A I L S T O L O W E R F R A M I N G P E R S H E A R W A L L S C H E D L E N G T H O F S H E A R W A L L A S I N D I C A T E D O N P L A N . L E N G T H M A Y B E R E D U C E D B Y A T O L E R A N C E O F A P P R O X I M A T E L Y 3 % . I F L E N G T H I S N O T N O T E D O N P L A N S H E A R W A L L S S H A L L E X T E N D B E T W E E N O P E N I N G S O R E N D S O F W A L L S C O N T B O T P L P E R S C H E D T R I M M E R S T U D U N D E R H E A D E R P E R P L A N H E A D E R P E R P L A N T Y P S T A G G E R E D S H E A T H I N G N A I L I N G P A T T E R N U j 3. L O 2 . 4 | x - 1 / 2 " 4. 0 0 2 . 7 1 0 o o ° « f ) r © © / < = > x | - M A X . T Y P 5. 1 / 2 C D • i : 4 \ 0 1 B . C O — ? 5 2 6. M A X , T Y P 3 . c P * 3 3 . C O 7. 4 . 4 . 8. 5 . 3 o o £ = G> 3 1 4 5 . \9. 1 l x 2 x B O T P L 3 x B O T P L 2 X4 C . 1 C O >x■Z1 L > \ 6 . < r r O P T I O N A S E C T I O N A D . 7 . 1 I 1 10. < > u r 3 4 5 11.5 4 © f r 1 < © / > E . 8 . O O 4 C O C l r x j i X 1 e & F . 9 . 1 r \ j c o • r Z Z . C O © K 1 0 . 1 7 U J 4 4 6 O O NOTES: c o 1 1 . < ■ _ 2 - X N A I L I N G P A T T E R N A.SOLID POST OR BUILT UP POST PER PLAN. EA SHOWN HERE FOR ILLUSTRATION PURPOSES ONLYAT FDN PROVIDE MIN CLR COVER PER GSN AND "MINIMUM COVER FOR REINFORCING STEEL" DETAIL 1 1 t - 3 i T _ ) G . Q < C v " D o p 1 2 . O P T I O N B < B. ■ 1 3 . 2 2 O r s j 4 o r \ j r ' x j H . O v J C ' s J 8 m O P T I O N D O P T I O N C 1 16 o d '/© 1 4 . > T Y P I C A L D R A G S T R A P A T W O O D S T U D W A L L ©Q> H I 1 5 . 12 2 2 1 I 1 6 . ©- i 5 . 5 G>j O s J r v j L D < T D W 4 0 6 1 7 . 4 4 O O < O < 2 > K E Y N O T E S : W O O D S H E A R W A L L S C H E D U L E 7©- O ! _ ) A C O 1 . W A L L S T U D S P E R " T Y P I C A L W O O D S T U D W A L L C O N S T R U C T I O N " D E T A I L A D D L B L O C K A R O U N D O P E N I N G 1 4 1 / 2 " W I D E x 3 0 " T A L L M A X O P E N I N G 2 x B L K G , T Y P A T T A C H E D W / ( 2 ) 1 3 5 N 3 5 0 T O E N A I L S A T E A E N D S I M P S O N C S 1 6 , T Y P . A P P L Y S T R A P T O F A C E O F S H E A T H I N G . N A I L W / 1 3 1 N 2 5 0 A T 4 " O . C . E X T E N D P A S T E D G E O F O P E N I N G A S S H O W N A N D N A I L W / ( 1 3 ) 1 3 1 N 2 5 0 E N P E R S H E A R W A L L S C H E D S H E A T H I N G P E R P L A N A N D S H E A R W A L L S C H E D A N C H O R B O L T S A N D S P A C I N G S H E A R F I E L D F A S T N E R S E L E V A T E D S H E A R W A L L W I N D C A P A C I T Y A S D ( P L F ) S E I S M I C C A P A C I T Y A S D ( P L F ) E D G E F A S T N E R S 7 S H E A T H I N G U J 3 T Y P E 2 x S I L L P L 3 x S I L L P L 2 x S I L L P L 3 x O R D B L 2 x S I L L P L 2 . HIB 3 . 7 / 1 6 " S T R U C T U R A L I B L O C K E D O N E S I D E D O F W A L L 1 3 1 N 2 5 0 A T 6 " O . C . 1 3 1 N 2 5 0 A T 1 2 " O . C . 5 / 8 " D I A A B A T 3 6 " O . C . 5 / 8 " D I A A B A T 3 6 " O . C . 1 3 5 N 3 5 0 A T 5 " O . C . S D W S 2 2 5 0 0 D B A T 1 9 " O . C . P < D 3 5 8 2 5 5 A 4 . / i _ ) I O / CD o o 5 . 5 / 8 " D I A A B A T 3 2 " O . C . 5 / 8 " D I A A B A T 3 6 " O . C . 1 3 5 N 3 5 0 A T 3 " O . C . 1 3 1 N 2 5 0 A T 4 " O . C . 1 3 1 N 2 5 0 A T 1 2 " O . C . 7 / 1 6 " S T R U C T U R A L I B L O C K E D O N E S I D E D O F W A L L S D W S 2 2 5 0 0 D B A T 1 2 " O . C . 12 C M 5 5 2 3 9 5 B A 7 / 1 6 " S T R U C T U R A L I B L O C K E D O N E S I D E O F W A L L . F R A M I N G A T A D J P A N E L E D G E S S H A L L B E 3 x M I N O R D B L 2 x M I N 5 5 / 8 " D I A A B A T 2 5 " O . C . 5 / 8 " D I A A B A T 3 1 " O . C . 1 3 1 N 2 5 0 A T 3 " O . C . 1 3 1 N 2 5 0 A T 1 2 " O . C . S D W S 2 2 5 0 0 D B A T 1 0 " O . C . S D W S 2 2 5 0 0 D B A T 9 " O . C . 6 . 2 7 0 8 C 5 0 5 7 . 2 - 0 " 1 4 / / PLAN SECTION A SECTION B 1 3 7 / 1 6 " S T R U C T U R A L I B L O C K E D O N E S I D E O F W A L L . F R A M I N G A T A D J P A N E L E D G E S S H A L L B E 3 x M I N O R D B L 2 x M I N 6 11 O P E N N O T E S : 5 / 8 " D I A A B A T 1 8 " O . C . 5 / 8 " D I A A B A T 2 4 " O . C . 1 3 1 N 2 5 0 A T 2 " O . C . 1 3 1 N 2 5 0 A T 1 2 " O . C . S D W S 2 2 5 0 0 D B A T 8 " O . C . S D W S 2 2 5 0 0 D B A T 7 " O . C . 9 3 8 6 7 0 D HHDQ HOLDOWNS A . O P E N I N G W I D T H S H A L L N O T E X C E E D 5 % O F T O T A L S H E A R W A L L L E N G T H S P E C I F I E D O N P L A N S B L O C K A N D S T R A P A T T O P N O T R E Q ’ D W H E R E T O P O F O P E N I N G I S A T D B L T O P P L B L O C K A N D S T R A P A T B O T N O T R E Q ’ D W H E R E B O T O F O P E N I N G I S A T B O T P L N O B L O C K A N D S T R A P R E Q ' D A T 6 " x 6 " H O L E O R S M A L L E R S T U D F R A M I N G S H A L L N O T B E C U T 3 6 7 / 1 6 " S T R U C T U R A L I B L O C K E D B O T H S I D E S O F W A L L S . O F F S E T V E R T P A N E L J O I N T S T O F A L L O N D I F F E R E N T S T U D S . 5 1 3 1 N 2 5 0 A T 4 " O . C . 1 3 1 N 2 5 0 A T 1 2 " O . C . 5 / 8 " D I A A B A T 1 6 " O . C . 5 / 8 " D I A A B A T 2 0 " O . C . S D W S 2 2 5 0 0 D B A T 7 " O . C . S D W S 2 2 5 0 0 D B A T 6 " O . C . 1 1 0 5 7 9 0 B B B . 12 7 / 1 6 " S T R U C T U R A L I B L O C K E D B O T H S I D E S O F W A L L S . O F F S E T V E R T P A N E L J O I N T S T O F A L L O N D I F F E R E N T S T U D S . 5 / 8 " D I A A B A T 1 2 " O . C . 5 / 8 " D I A A B A T 1 5 " O . C . 1 3 1 N 2 5 0 A T 3 " O . C . 1 3 1 N 2 5 0 A T 1 2 " O . C . S D W S 2 2 5 0 0 D B A T 5 " O . C . S D W S 2 2 5 0 0 D B A T 4 " O . C . CD v C . 4 1 4 1 5 C C 1 0 1 0 2 C D 21 1 6 C M D . O ® 7 / 1 6 " S T R U C T U R A L I B L O C K E D B O T H S I D E S O F W A L L S . O F F S E T V E R T P A N E L J O I N T S T O F A L L O N D I F F E R E N T S T U D S . CD J 1 3 1 N 2 5 0 A T 2 " O . C . 1 3 1 N 2 5 0 A T 1 2 " O . C . 5 / 8 ” D I A A B A T 9 ” O . C . 5 / 8 " D I A A B A T 1 2 " O . C . S D W S 2 2 5 0 0 D B A T 4 " O . C . S D W S 2 2 5 0 0 D B A T 3 " O . C . V D D 1 8 7 5 1 3 4 0 O E . C C / O JH3I7DTYPICAL SHEARW A L L C O N S T R U C T I O N T Y P I C A L S M A L L O P E N I N G I N S H E A R W A L L CD CD4 2 O O 15.5 : 5 . 5 TDW403 T D W 5 0 3 © K E Y N O T E S : O O PLAN VIEW SECTION C SECTION D 1 . W A L L S H E A T H I N G P E R P L A N A N D S H E A R W A L L S C H E D S T R A P P E R P L A N . I N S T A L L A B O V E A N D B E L O W O P E N I N G A S S H O W N A T W I N D O W . A T D O O R S , E L I M I N A T E L O W E R S T R A P E N D L E N G T H P E R S C H E D 2 x W O O D S T U D W A L L P E R " T Y P I C A L W O O D S T U D W A L L C O N S T R U C T I O N " D E T A I L S O L I D B L K G U N D E R S T R A P S E X T E N D S T R A P A N D B L O C K T O E N D O F S H E A R W A L L . N A I L P E R S C H E D U L E cs # # II I I L J 2 . L D BOLT-TYPE HOLDOWNSTRAP S C H E D U L E C D 3 . END LENGT H FASTENER S C O N T I N U O U S S T R A P N A I L I N G A T B L K G STRAP END LENGTH C D 4 . L © L J 2(7) 131N25 0 C S 2 0 9’ 1 3 1 N 2 5 0 A T 2 " O . C . 5 . L J <72(9) 131N25 0 6 . 9 CS1811 1 3 1 N 2 5 0 A T 2 " O . C . CS1613’(11) 131N25 0 1 3 1 N 2 5 0 A T 2 " O . C . ^1197(15) 131N25 0 (25) 148N32 5 CS1416’ 1 3 1 N 2 5 0 A T 2 " O . C . N O T E S : mCMSTC16 20’ 1 4 8 N 3 2 5 A T 2 " O . C . . -CMST14 30’ (33) 148N30 0 (43) 148N30 0 1 4 8 N 3 0 0 A T 2 " O . C . A T C O N T R A C T O R ’ S O P T I O N S T R A P M A Y B E C O N T A C R O S S O P E N I N G S T R A P S H A L L B E P L A C E D O N E X T E R I O R O F S H E A T H I N G W A L L P A N E L S A B O V E A N D / O R B E L O W O P E N I N G S S H A L L B E C O N S T R U C T E D A S S A M E S H E A R W A L L T Y P E A S A D J A C E N T F U L L - H E I G H T P A N E L P E R P L A N A N D S H E A R W A L L S C H E D A . ECMST12 39’ 1 4 8 N 3 0 0 A T 2 " O . C . 3 B . F© C . 1010©-©-©2S©'© 11PLAN VIEW SECTION E SECTION F S Y M M E T R I C A L A B O U T C L T R I M M E R A N D K I N G S T U D O P E N I N G S T STRAP-TYPE HOLDOWN1 T R I M M E R K I N G O P E N I N G W I D T H L J S P E C I A L M A R K S T U D S T U D rrVrr n r r T o c c U P T O 4 ’ 1 3 C L C / O TYPICAL HOLDOWN AT CORNERLL L i I I I I I I I U P T O 6 ’ 1 4 6 W W 3 U P T O 8 ’ 1 ;5.5 5 TDW405 y © R E U I S I 0 N S U P T O 6 ’ 1 2 ri J L U P T O 8 ’ 2 3 KEYNOTES:n nr r r r r NOTES: K E Y N O T E S © i ® z 7 1.3/8" OR 1/2" SOLID PLYWOOD PANEL WITH131N250 AT 6" O.C. AT EDGES. WHERE SHEARWALL OCCURS BELOW, INCREASE SHEATHINGAND NAILING TO MATCHNAIL T&B CHORD TO FRAMING PER DETAILS ORSCHEDSOLID 2x MIN BLKG AT EA EDGE OF PLYWOOD PANEL, FACENAIL TO ADJACENT TRUSS/JOIST W/ (6) 135N350 UNOSOLID 2x FRAMING AT EDGES OF BLOCK - TRUSS PLAT CORNERS PER MFR SOLID 2x DIAG TO PROVIDE ADEQUATE LATERAL STRENGTH, AS PER NOTE C<P) T r A. SHEAR PANEL USING EITHER PLYWOOD PANEL OR PREFAB TRUSS BLKG TO BE INSTALLED PER DETAILS BLKG AT TOP EDGE TO BE VERT WHERE INSTALLED UNDER LOAD BEARING WALLS OTHERWISE BLKG MAY LAY VERT OR HORIZ TRUSS MFR TO DESIGN PREFAB BLKG FOR LATERAL FORCE OF 360# 1 . B O T P L S I L L P L K I N G S T U D S P E R S C H E D T R I M M E R S T U D S P E R S C H E D C R I P P L E S T U D S , T Y P . S P A C E P E R S C H E D H E A D E R P E R P L A N D B L T O P P L W A L L S T U D S P E R S C H E D U L E * T . O . T O P P L A T E S 2 . 3 . B. 4 . 2. 4 5 . z © v © 6 . 3.C. 7 . O P E N 8 . C D 4. P R O J E C T N O , 1 7 0 6 8 D O T E : A U G U S T 2 0 1 8 D R R U U N B Y : A u t h o r C H E C K E D B Y : C h e c k e r L O A D B E A R I N G W A L L S T U D S C H E D 5. 6 " W A L L T Y P S T U D S P A C I N G S P E C I A L M A R K W A L L T Y P E 231 2 x 6 @ 1 6 " O . C . ( 2 ) 2 x 6 @ 1 2 " O . C . ( 2 ) 1 , 7 5 x 5 , 5 L V L A T 1 2 " O . C . 2 x 6 @ 1 6 " O . C . 7D O P E N 5 E X T E R I O R W W 2 4 C D © © © 7 1 1 7 L 7 L 7 L 7 L 7 JJ L L I L L W W 3 TTrr! © ' ! T T T T T f n O T H E R I N T E R I O R B E A R I N G O P E N D R R U U I N G N O . : N O T E S : r r 7 _J L I I I J L 1 F R A M E W A L L S W / N O . 2 G R A D E M A T E R I A L U N O O N P L A N O R S C H E D S E E P L A N F O R P O S S I B L E E X C E P T I O N S T O T H I S S C H E D F R A M E W A L L S P E R S T R I C T E S T O F A P P L I C A B L E W A L L T Y P E C A T E G O R I E S 1 . © © 2/ / / 2 . 5 3 . 5 . 5 1 * F I N I S H E D F L O O R PLYWOOD SHEAR PANEL PREFAB TRUSS BLOCKINGTYPICAL SHEAR PANEL BLOCKINGTYPICAL STRAPS A T O P E N I N G T Y P I C A L W O O D S T U D W A L L C O N S T R U C T I O N 75 3 15.5 15.5 1 5 . 5 TDW402 TDW505 T D W 6 0 2 K E Y N O T E S : L < D 9 \ 0 0 X C o 1 . 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D W G 1" = 1 0 ' DE S C R I P T I O N DA T E RE V I S I O N S 1 2 3 4 5 6 16 4 1 0 9 - 1 8 - 1 8 AT T E N T I O N Th i s d o c u m e n t o r a n y p a r t th e r e o f i n d e t a i l o r d e s i g n co n c e p t i s t h e p r o p e r t y o f Ea g l e R o c k E n g i n e e r i n g a n d sh a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n au t h o r i z a t i o n o f E a g l e R o c k En g i n e e r i n g . AN G I E V A L D E Z E SE P T E M B E R 1 1 , 2 0 1 8 17 1 7 9 - 1 SH E E T N O . 1 C- 1 SH E E T N A M E PR O V I D E N C E S Q U A R E CL U B H O U S E S I T E P L A N PR E P A R E D F O R : NB W A R C H I T E C T S W E S N 5' SCALE: 1" = 10.0' 10'0 10' PICNIC TABLES W/FIRE PIT F.F.=4861.80 PROPOSED CLUBHOUSE BUILDING INSTALL 4" SANITARY SEWER SERVICE INSTALL 1.5" WATER SERVICE WITH METERINSTALL 1 1/2" WATER METER PIT TIE ONTO EXISTING SANITARY SEWER MAIN, BACKFILL TRENCH IN ROADWAY WITH FLOWABLE FILL AS PER CITY OF REXBURG SPECIFCATIONS TIE ONTO EXISTING 10" WATER MAIN NOTE: EXISTING SEWER SERVICE LOCATION IS UNKOWN. INSTALL SEWER CLEANOUT PROPOSED UNDERGROUND POWER SERVICE LOCATION PROPOSED GAS SERVICE EXISTING CURB & GUTTER W 2nd S S 5 t h W 1.5' CURB & GUTTER 1.5' CURB & GUTTER ) * ALL STORM WATER SHALL BE DIRECTED AWAY FROM BUILDING TO SWALE/DEPRESSION AREA 1' DEPRESSION FOR RUNOFF FROM BUILDING AND SNOW STORAGE Sewer exits building hereWater enters building G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S GASGASGASGASGAS G A S G A S GA S GASGASGASGASGASGASGASGASGASGAS GA S GA S GA S This gas line not installed Gas enters building here Gas exits building here for BBQ and fire pit Revised Landscape Plan 6'-0" 1 1 3 L E A S I N G 105 RACQUETBALL 1 0 6 E X C E R C I S E 101 COMMON 1 1 0 W O M E N 1 1 1 M E N 104A STORAGE 103 DOG WASH 1 0 8 S A L O N 1 1 4 C O P Y 1 0 9 M E C H . 1 1 2 L O B B Y 1 0 7 H A L L 1 2 2 2 2 3 3 4 6 5 N SCALE:MAIN LE V E L F L O O R P L A N 1/8" = 1 ' - 0 " 2A3.1 5 A 3 . 1 6 A 3 . 1 1A3.1 1 A 3 . 1 4 A 3 . 1 23'-0"13'-6"15' - 0 " 1 3 ' - 6 " 1 9 ' - 0 " 1 6 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 1 6 ' - 0 " 1 9 ' - 0 " 14'-0"23'-0" 1 1 9 ' - 0 " 1 1 9 ' - 0 " 2'-0" 14'-6"10'-0"14'-6" 2'-0" 5'-0"3'-0"27'-0"10'-0"2'-0"3'-0"50'-0"42' - 0 " 5 4 ' - 0 " 1'-0" 3 ' - 0 " 102 COMMON 3'-0" 39'-0"101B101A 1 0 1 C 1 0 1 D 101F101E 1 0 1 G 1 0 1 H 102A102B102C 1 0 8 A 1 0 9 1 1 0 A 1 1 0 B 1 1 1 A 1 1 1 B 1 1 3 A 1 1 3 B 1 1 2 A 1 1 4 A 1 1 4 B 1 0 6 B 1 0 6 A 103104A104B 102D 1 0 1 1 0 8 1 0 9 1 1 0 1 1 1 1 1 3 1 1 2 B 1 1 4 1 0 5 104B 1 0 1 J 102A104BELEC. 1 A 6 . 1 1A4.22A4.1 3 A 4 . 1 2A4.2 1A4.2 3A4.2 3 A 3 . 1 1 A 4 . 3 2 A 4 . 3 3 A 4 . 3 17A5.2 7 7 A6.111 8 9 9 1 1 2 A 1 0 6 A A B O V E 10 6'-0"5'-6"5'-6"6'-0"4'-3"5'-0"4'-3"7'-6" 7 ' - 6 " 4 ' - 3 " 5 ' - 0 " 4 ' - 3 " 5 ' - 0 " 9 ' - 0 " 5 ' - 0 " 3 ' - 2 " 3 ' - 2 " 3 ' - 4 " 3 ' - 2 " 3 ' - 2 " 9 ' - 6 " 9 ' - 6 " 4'-2"6'-2"4'-2"5'-0"5'-0"7'-3"7'-3" 6'-0"5'-6"5'-6" 5 ' - 6 " 8 ' - 0 " 5 ' - 6 " 8 ' - 0 " 8 ' - 0 " 9 ' - 6 " 9 ' - 6 " 3'-0"7'-0"7'-6"9'-0"10'-6" 39'-0" 1 0 6 B 14' - 0 " 1 4 ' - 0 " 103 102B 6 A 6 . 1 11'-2 3/4" 21'-3 3/4" 1'-0" 7'-6"13'-3 1/4"2'-0"11 1 1 1 1 ' - 0 " 8 ' - 6 1 / 2 " 5 ' - 5 " 4 ' - 6 1 / 2 " 5 ' - 5 " 6'-4"10'-5" 7'-6" 1 2 ' - 8 " 2 ' - 5 1 / 2 " 45° W1 W1 W9 W 1 W 1 W1W2 W 1 W10W3 ABOVE W 1 W 4 A B O V E W 4 W 5 W5 W6W7W7 W 7 W 7 W 7 W 8 140' - 2 " ROUGH O P E N I N G 42' - 0 " 20'-1 3/4" ROUGH OPENING 41'-6 1 / 2 " 1 2 SIM2 2 2 2 2 2 2 1 2 2 3'-0 1/4" 13104A W 9 ABOVE A B O V E 2 2 1 0 8 B 1 1 3 C 1 0 6 E 1 0 6 F 1 0 6 C 1 0 6 D 1 1 2 C 1 1 2 B 1A4.1 D R A W I N G N O . : C H E C K E D B Y : D R A W N B Y : D A T E : P R O J E C T N O . : R E V I S I O N S PROJECT: SHEET TITLE: A 1 . 1 1 7 0 6 8 S E P T E M B E R 2 0 1 8 J H W PROVIDENCE SQUARE REXBURG, IDAHO MAIN LEVEL FLOOR PLAN K P NEW CLUBHOUSE FOR: G E N E R A L N O T E S W A L L T Y P E S W 1 1 . A T T I C A C C E S S H A T C H A N D L A D D E R 2 . C O L U M N , S E E S T R U C T U R A L 3 . F I R E E X T I N G U I S H E R C A B I N E T 4 . M O P S I N K 5 . F I R E P L A C E 6 . D R I N K I N G F O U N T A I N , A D A C O M P L I A N T 7 . F L O O R D R A I N 8 . W A T E R H E A T E R 9 . F U R N A C E 1 0 . E L E C T R I C A L P A N E L 1 1 . M I L L W O R K 1 2 . H A T C H E D A R E A I N D I C A T E S R E C E S S E D C O N C R E T E S L A B 1 3 . B U I L T - I N B E N C H , S E E 3 / A 3 . 1 1 . A L L E X T E R I O R D I M E N S I O N S A R E T O E D G E O F F O U N D A T I O N , U N L E S S N O T E D O T H E R W I S E . 2 . A L L W O R K T O B E I N A C C O R D A N C E W I T H A L L C O D E S A N D A C C E S S I B I L I T Y R E Q U I R E M E N T S . 3 . C O N T R A C T O R T O V E R I F Y A L L D I M E N S I O N S I N F I E L D . 4 . I N T E R I O R D I M E N S I O N S A R E F R O M C E N T E R L I N E O F S T U D O R F A C E O F E X T E R I O R W A L L , U N L E S S N O T E D O T H E R W I S E . 5 . A L L I N T E R I O R W A L L S T O B E F R A M E D T O U N D E R S I D E O F S T R U C T U R E , T Y P I C A L . U N L E S S O T H E R W I S E N O T E D . T Y P E D E S C R I P T I O N 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S I N T E R I O R S I D E : V A P O R B A R R I E R 5 / 8 " G Y P S U M B O A R D ( F I N I S H A S S C H E D U L E D ) E X T E R I O R S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G A I R I N F I L T R A T I O N B A R R I E R C L A D D I N G P E R E X T E R I O R E L E V A T I O N S O N S H E E T A 2 . 1 2 x 4 W O O D F R A M I N G A T 1 6 " O N C E N T E R 5 / 8 " G Y P S U M B O A R D O N B O T H S I D E S F I N I S H E S A S S C H E D U L E D N O T E : I N S T A L L 5 / 8 " T I L E B A C K E R B O A R D O N W A L L S S C H E D U L E D T O R E C E I V E C E R A M I C T I L E . I N S T A L L A C O U S T I C A L I N S U L A T I O N I N W A L L S A R O U N D T O I L E T R O O M S . K E Y N O T E S W 3 W 4 W 5 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S 7 / 1 6 " P L Y W O O D S H E A T H I N G O N O N E S I D E 5 / 8 " G Y P S U M B O A R D O N B O T H S I D E S F I N I S H E S A S S C H E D U L E D W 6 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S E L E C T R I C A L R M / E X C E R C I S E R M S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G 5 / 8 " G Y P S U M B O A R D ( F I N I S H A S S C H E D U L E D ) R A C Q U E T B A L L C O U R T S I D E : G A P 4 " M E T A L S T U D W I L S O N A R T T O N G U E A N D G R O O V E P A N E L S W 7 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S C O M M O N S A R E A S I D E : 5 / 8 " G Y P S U M B O A R D ( F I N I S H A S S C H E D U L E D ) R A C Q U E T B A L L C O U R T S I D E : G A P 4 " M E T A L S T U D W I L S O N A R T T O N G U E A N D G R O O V E P A N E L S W 2 ( 2 ) 1 . 7 5 " x 5 . 5 " L V L A T 1 2 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S I N T E R I O R S I D E : V A P O R B A R R I E R G A P 4 " M E T A L S T U D W I L S O N A R T T O N G U E A N D G R O O V E P A N E L S E X T E R I O R S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G A I R I N F I L T R A T I O N B A R R I E R C L A D D I N G P E R E X T E R I O R E L E V A T I O N S O N S H E E T A 2 . 1 2 x 4 W O O D F R A M I N G A T 1 6 " O N C E N T E R 3 " G A P 2 x 4 W O O D F R A M I N G A T 1 6 " O N C E N T E R 5 / 8 " G Y P S U M B O A R D O N B O T H S I D E S F I N I S H E S A S S C H E D U L E D W 8 W 9 ( 2 ) 2 x 6 W O O D F R A M I N G A T 1 2 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S I N T E R I O R S I D E : V A P O R B A R R I E R 5 / 8 " G Y P S U M B O A R D ( F I N I S H A S S C H E D U L E D ) E X T E R I O R S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G A I R I N F I L T R A T I O N B A R R I E R C L A D D I N G P E R E X T E R I O R E L E V A T I O N S O N S H E E T A 2 . 1 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R 5 / 8 " G Y P S U M B O A R D O N B O T H S I D E S F I N I S H E S A S S C H E D U L E D W 1 0 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S I N T E R I O R S I D E : V A P O R B A R R I E R 7 / 1 6 " P L Y W O O D S H E A T H I N G E X T E R I O R S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G A I R I N F I L T R A T I O N B A R R I E R C L A D D I N G P E R E X T E R I O R E L E V A T I O N S O N S H E E T A 2 . 1 N:\Projects\Other\Providence Square Clubhouse - 17068\CAD\Drawings\17068 A1.1.dwg, 9/20/2018 8:32:31 AM, DWG To PDF.pc3 18" SPIRAL 1 8 " S P I R A L 10" PIPE RA N T O 4 DIFFUSERS I N COMMON 8" PIPE 14" SPIRAL 1 8 " S P I R A L R E T U R N 24X2 4 R E T U R N GRIL L E O N S I D E WAL L FURNACE 8" RUNS 16" SUPPLY RUN 16" R E T U R N EX FAN 6" 8" 6 " 6 ' 8 " 8 " 6 " 2 4 X 1 2 R E T U R N Mec h a n i c a l A s - B u i l t 6'-0" 1 1 3 L E A S I N G 105 RACQUETBALL 1 0 6 E X C E R C I S E 101 COMMON 1 1 0 W O M E N 1 1 1 M E N 104A STORAGE 103 DOG WASH 1 0 8 S A L O N 1 1 4 C O P Y 1 0 9 M E C H . 1 1 2 L O B B Y 1 0 7 H A L L 1 2 2 2 2 3 3 4 6 5 N SCALE:MAIN LE V E L F L O O R P L A N 1/8" = 1 ' - 0 " 2A3.1 5 A 3 . 1 6 A 3 . 1 1A3.1 1 A 3 . 1 4 A 3 . 1 23'-0"13'-6"15' - 0 " 1 3 ' - 6 " 1 9 ' - 0 " 1 6 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 1 6 ' - 0 " 1 9 ' - 0 " 14'-0"23'-0" 1 1 9 ' - 0 " 1 1 9 ' - 0 " 2'-0" 14'-6"10'-0"14'-6" 2'-0" 5'-0"3'-0"27'-0"10'-0"2'-0"3'-0"50'-0"42' - 0 " 5 4 ' - 0 " 1'-0" 3 ' - 0 " 102 COMMON 3'-0" 39'-0"101B101A 1 0 1 C 1 0 1 D 101F101E 1 0 1 G 1 0 1 H 102A102B102C 1 0 8 A 1 0 9 1 1 0 A 1 1 0 B 1 1 1 A 1 1 1 B 1 1 3 A 1 1 3 B 1 1 2 A 1 1 4 A 1 1 4 B 1 0 6 B 1 0 6 A 103104A104B 102D 1 0 1 1 0 8 1 0 9 1 1 0 1 1 1 1 1 3 1 1 2 B 1 1 4 1 0 5 104B 1 0 1 J 102A104BELEC. 1 A 6 . 1 1A4.22A4.1 3 A 4 . 1 2A4.2 1A4.2 3A4.2 3 A 3 . 1 1 A 4 . 3 2 A 4 . 3 3 A 4 . 3 17A5.2 7 7 A6.111 8 9 9 1 1 2 A 1 0 6 A A B O V E 10 6'-0"5'-6"5'-6"6'-0"4'-3"5'-0"4'-3"7'-6" 7 ' - 6 " 4 ' - 3 " 5 ' - 0 " 4 ' - 3 " 5 ' - 0 " 9 ' - 0 " 5 ' - 0 " 3 ' - 2 " 3 ' - 2 " 3 ' - 4 " 3 ' - 2 " 3 ' - 2 " 9 ' - 6 " 9 ' - 6 " 4'-2"6'-2"4'-2"5'-0"5'-0"7'-3"7'-3" 6'-0"5'-6"5'-6" 5 ' - 6 " 8 ' - 0 " 5 ' - 6 " 8 ' - 0 " 8 ' - 0 " 9 ' - 6 " 9 ' - 6 " 3'-0"7'-0"7'-6"9'-0"10'-6" 39'-0" 1 0 6 B 14' - 0 " 1 4 ' - 0 " 103 102B 6 A 6 . 1 11'-2 3/4" 21'-3 3/4" 1'-0" 7'-6"13'-3 1/4"2'-0"11 1 1 1 1 ' - 0 " 8 ' - 6 1 / 2 " 5 ' - 5 " 4 ' - 6 1 / 2 " 5 ' - 5 " 6'-4"10'-5" 7'-6" 1 2 ' - 8 " 2 ' - 5 1 / 2 " 45° W1 W1 W9 W 1 W 1 W1W2 W 1 W10W3 ABOVE W 1 W 4 A B O V E W 4 W 5 W5 W6W7W7 W 7 W 7 W 7 W 8 140' - 2 " ROUGH O P E N I N G 42' - 0 " 20'-1 3/4" ROUGH OPENING 41'-6 1 / 2 " 1 2 SIM2 2 2 2 2 2 2 1 2 2 3'-0 1/4" 13104A W 9 ABOVE A B O V E 2 2 1 0 8 B 1 1 3 C 1 0 6 E 1 0 6 F 1 0 6 C 1 0 6 D 1 1 2 C 1 1 2 B 1A4.1 D R A W I N G N O . : C H E C K E D B Y : D R A W N B Y : D A T E : P R O J E C T N O . : R E V I S I O N S PROJECT: SHEET TITLE: A 1 . 1 1 7 0 6 8 S E P T E M B E R 2 0 1 8 J H W PROVIDENCE SQUARE REXBURG, IDAHO MAIN LEVEL FLOOR PLAN K P NEW CLUBHOUSE FOR: G E N E R A L N O T E S W A L L T Y P E S W 1 1 . A T T I C A C C E S S H A T C H A N D L A D D E R 2 . C O L U M N , S E E S T R U C T U R A L 3 . F I R E E X T I N G U I S H E R C A B I N E T 4 . M O P S I N K 5 . F I R E P L A C E 6 . D R I N K I N G F O U N T A I N , A D A C O M P L I A N T 7 . F L O O R D R A I N 8 . W A T E R H E A T E R 9 . F U R N A C E 1 0 . E L E C T R I C A L P A N E L 1 1 . M I L L W O R K 1 2 . H A T C H E D A R E A I N D I C A T E S R E C E S S E D C O N C R E T E S L A B 1 3 . B U I L T - I N B E N C H , S E E 3 / A 3 . 1 1 . A L L E X T E R I O R D I M E N S I O N S A R E T O E D G E O F F O U N D A T I O N , U N L E S S N O T E D O T H E R W I S E . 2 . A L L W O R K T O B E I N A C C O R D A N C E W I T H A L L C O D E S A N D A C C E S S I B I L I T Y R E Q U I R E M E N T S . 3 . C O N T R A C T O R T O V E R I F Y A L L D I M E N S I O N S I N F I E L D . 4 . I N T E R I O R D I M E N S I O N S A R E F R O M C E N T E R L I N E O F S T U D O R F A C E O F E X T E R I O R W A L L , U N L E S S N O T E D O T H E R W I S E . 5 . A L L I N T E R I O R W A L L S T O B E F R A M E D T O U N D E R S I D E O F S T R U C T U R E , T Y P I C A L . U N L E S S O T H E R W I S E N O T E D . T Y P E D E S C R I P T I O N 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S I N T E R I O R S I D E : V A P O R B A R R I E R 5 / 8 " G Y P S U M B O A R D ( F I N I S H A S S C H E D U L E D ) E X T E R I O R S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G A I R I N F I L T R A T I O N B A R R I E R C L A D D I N G P E R E X T E R I O R E L E V A T I O N S O N S H E E T A 2 . 1 2 x 4 W O O D F R A M I N G A T 1 6 " O N C E N T E R 5 / 8 " G Y P S U M B O A R D O N B O T H S I D E S F I N I S H E S A S S C H E D U L E D N O T E : I N S T A L L 5 / 8 " T I L E B A C K E R B O A R D O N W A L L S S C H E D U L E D T O R E C E I V E C E R A M I C T I L E . I N S T A L L A C O U S T I C A L I N S U L A T I O N I N W A L L S A R O U N D T O I L E T R O O M S . K E Y N O T E S W 3 W 4 W 5 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S 7 / 1 6 " P L Y W O O D S H E A T H I N G O N O N E S I D E 5 / 8 " G Y P S U M B O A R D O N B O T H S I D E S F I N I S H E S A S S C H E D U L E D W 6 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S E L E C T R I C A L R M / E X C E R C I S E R M S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G 5 / 8 " G Y P S U M B O A R D ( F I N I S H A S S C H E D U L E D ) R A C Q U E T B A L L C O U R T S I D E : G A P 4 " M E T A L S T U D W I L S O N A R T T O N G U E A N D G R O O V E P A N E L S W 7 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S C O M M O N S A R E A S I D E : 5 / 8 " G Y P S U M B O A R D ( F I N I S H A S S C H E D U L E D ) R A C Q U E T B A L L C O U R T S I D E : G A P 4 " M E T A L S T U D W I L S O N A R T T O N G U E A N D G R O O V E P A N E L S W 2 ( 2 ) 1 . 7 5 " x 5 . 5 " L V L A T 1 2 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S I N T E R I O R S I D E : V A P O R B A R R I E R G A P 4 " M E T A L S T U D W I L S O N A R T T O N G U E A N D G R O O V E P A N E L S E X T E R I O R S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G A I R I N F I L T R A T I O N B A R R I E R C L A D D I N G P E R E X T E R I O R E L E V A T I O N S O N S H E E T A 2 . 1 2 x 4 W O O D F R A M I N G A T 1 6 " O N C E N T E R 3 " G A P 2 x 4 W O O D F R A M I N G A T 1 6 " O N C E N T E R 5 / 8 " G Y P S U M B O A R D O N B O T H S I D E S F I N I S H E S A S S C H E D U L E D W 8 W 9 ( 2 ) 2 x 6 W O O D F R A M I N G A T 1 2 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S I N T E R I O R S I D E : V A P O R B A R R I E R 5 / 8 " G Y P S U M B O A R D ( F I N I S H A S S C H E D U L E D ) E X T E R I O R S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G A I R I N F I L T R A T I O N B A R R I E R C L A D D I N G P E R E X T E R I O R E L E V A T I O N S O N S H E E T A 2 . 1 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R 5 / 8 " G Y P S U M B O A R D O N B O T H S I D E S F I N I S H E S A S S C H E D U L E D W 1 0 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S I N T E R I O R S I D E : V A P O R B A R R I E R 7 / 1 6 " P L Y W O O D S H E A T H I N G E X T E R I O R S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G A I R I N F I L T R A T I O N B A R R I E R C L A D D I N G P E R E X T E R I O R E L E V A T I O N S O N S H E E T A 2 . 1 N:\Projects\Other\Providence Square Clubhouse - 17068\CAD\Drawings\17068 A1.1.dwg, 9/20/2018 8:32:31 AM, DWG To PDF.pc3 To TransformerCT B-15 FurnaceB-21AC-3B-1,3 Panel APanel B B-13B-19 B-14 B-22 A 1 - 9 A 1 - 1 7 A 1 - 1 8 A 1 - 1 5 A 1 - 1 6 A 1 - 1 0 A 1 - 1 A 1 - 3 A 1 - 5 A 1 - 2 A 1 - 4 A 1 - 6 A 1 - 8 Panel A1 A C - 1 A C - 2 B - 9 , 1 1 B - 5 , 7 Ele c t r i c a l A s - B u i l t 6'-0" 1 1 3 L E A S I N G 105 RACQUETBALL 1 0 6 E X C E R C I S E 101 COMMON 1 1 0 W O M E N 1 1 1 M E N 104A STORAGE 103 DOG WASH 1 0 8 S A L O N 1 1 4 C O P Y 1 0 9 M E C H . 1 1 2 L O B B Y 1 0 7 H A L L 1 2 2 2 2 3 3 4 6 5 N SCALE:MAIN LE V E L F L O O R P L A N 1/8" = 1 ' - 0 " 2A3.1 5 A 3 . 1 6 A 3 . 1 1A3.1 1 A 3 . 1 4 A 3 . 1 23'-0"13'-6"15' - 0 " 1 3 ' - 6 " 1 9 ' - 0 " 1 6 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 1 6 ' - 0 " 1 9 ' - 0 " 14'-0"23'-0" 1 1 9 ' - 0 " 1 1 9 ' - 0 " 2'-0" 14'-6"10'-0"14'-6" 2'-0" 5'-0"3'-0"27'-0"10'-0"2'-0"3'-0"50'-0"42' - 0 " 5 4 ' - 0 " 1'-0" 3 ' - 0 " 102 COMMON 3'-0" 39'-0"101B101A 1 0 1 C 1 0 1 D 101F101E 1 0 1 G 1 0 1 H 102A102B102C 1 0 8 A 1 0 9 1 1 0 A 1 1 0 B 1 1 1 A 1 1 1 B 1 1 3 A 1 1 3 B 1 1 2 A 1 1 4 A 1 1 4 B 1 0 6 B 1 0 6 A 103104A104B 102D 1 0 1 1 0 8 1 0 9 1 1 0 1 1 1 1 1 3 1 1 2 B 1 1 4 1 0 5 104B 1 0 1 J 102A104BELEC. 1 A 6 . 1 1A4.22A4.1 3 A 4 . 1 2A4.2 1A4.2 3A4.2 3 A 3 . 1 1 A 4 . 3 2 A 4 . 3 3 A 4 . 3 17A5.2 7 7 A6.111 8 9 9 1 1 2 A 1 0 6 A A B O V E 10 6'-0"5'-6"5'-6"6'-0"4'-3"5'-0"4'-3"7'-6" 7 ' - 6 " 4 ' - 3 " 5 ' - 0 " 4 ' - 3 " 5 ' - 0 " 9 ' - 0 " 5 ' - 0 " 3 ' - 2 " 3 ' - 2 " 3 ' - 4 " 3 ' - 2 " 3 ' - 2 " 9 ' - 6 " 9 ' - 6 " 4'-2"6'-2"4'-2"5'-0"5'-0"7'-3"7'-3" 6'-0"5'-6"5'-6" 5 ' - 6 " 8 ' - 0 " 5 ' - 6 " 8 ' - 0 " 8 ' - 0 " 9 ' - 6 " 9 ' - 6 " 3'-0"7'-0"7'-6"9'-0"10'-6" 39'-0" 1 0 6 B 14' - 0 " 1 4 ' - 0 " 103 102B 6 A 6 . 1 11'-2 3/4" 21'-3 3/4" 1'-0" 7'-6"13'-3 1/4"2'-0"11 1 1 1 1 ' - 0 " 8 ' - 6 1 / 2 " 5 ' - 5 " 4 ' - 6 1 / 2 " 5 ' - 5 " 6'-4"10'-5" 7'-6" 1 2 ' - 8 " 2 ' - 5 1 / 2 " 45° W1 W1 W9 W 1 W 1 W1W2 W 1 W10W3 ABOVE W 1 W 4 A B O V E W 4 W 5 W5 W6W7W7 W 7 W 7 W 7 W 8 140' - 2 " ROUGH O P E N I N G 42' - 0 " 20'-1 3/4" ROUGH OPENING 41'-6 1 / 2 " 1 2 SIM2 2 2 2 2 2 2 1 2 2 3'-0 1/4" 13104A W 9 ABOVE A B O V E 2 2 1 0 8 B 1 1 3 C 1 0 6 E 1 0 6 F 1 0 6 C 1 0 6 D 1 1 2 C 1 1 2 B 1A4.1 D R A W I N G N O . : C H E C K E D B Y : D R A W N B Y : D A T E : P R O J E C T N O . : R E V I S I O N S PROJECT: SHEET TITLE: A 1 . 1 1 7 0 6 8 S E P T E M B E R 2 0 1 8 J H W PROVIDENCE SQUARE REXBURG, IDAHO MAIN LEVEL FLOOR PLAN K P NEW CLUBHOUSE FOR: G E N E R A L N O T E S W A L L T Y P E S W 1 1 . A T T I C A C C E S S H A T C H A N D L A D D E R 2 . C O L U M N , S E E S T R U C T U R A L 3 . F I R E E X T I N G U I S H E R C A B I N E T 4 . M O P S I N K 5 . F I R E P L A C E 6 . D R I N K I N G F O U N T A I N , A D A C O M P L I A N T 7 . F L O O R D R A I N 8 . W A T E R H E A T E R 9 . F U R N A C E 1 0 . E L E C T R I C A L P A N E L 1 1 . M I L L W O R K 1 2 . H A T C H E D A R E A I N D I C A T E S R E C E S S E D C O N C R E T E S L A B 1 3 . B U I L T - I N B E N C H , S E E 3 / A 3 . 1 1 . A L L E X T E R I O R D I M E N S I O N S A R E T O E D G E O F F O U N D A T I O N , U N L E S S N O T E D O T H E R W I S E . 2 . A L L W O R K T O B E I N A C C O R D A N C E W I T H A L L C O D E S A N D A C C E S S I B I L I T Y R E Q U I R E M E N T S . 3 . C O N T R A C T O R T O V E R I F Y A L L D I M E N S I O N S I N F I E L D . 4 . I N T E R I O R D I M E N S I O N S A R E F R O M C E N T E R L I N E O F S T U D O R F A C E O F E X T E R I O R W A L L , U N L E S S N O T E D O T H E R W I S E . 5 . A L L I N T E R I O R W A L L S T O B E F R A M E D T O U N D E R S I D E O F S T R U C T U R E , T Y P I C A L . U N L E S S O T H E R W I S E N O T E D . T Y P E D E S C R I P T I O N 2 x 6 W O O D F R A M I N G A T 1 6 " O N C E N T E R R - 2 1 B A T T I N S U L A T I O N B E T W E E N S T U D S I N T E R I O R S I D E : V A P O R B A R R I E R 5 / 8 " G Y P S U M B O A R D ( F I N I S H A S S C H E D U L E D ) E X T E R I O R S I D E : 7 / 1 6 " P L Y W O O D S H E A T H I N G A I R I N F I L T R A T I O N B A R R I E R C L A D D I N G P E R E X T E R I O R E L E V A T I O N S O N S H E E T A 2 . 1 2 x 4 W O O D F R A M I N G A T 1 6 " O N C E N T E R 5 / 8 " G Y P S U M B O A R D O N B O T H S I D E S F I N I S H E S A S S C H E D U L E D N O T E : I N S T A L L 5 / 8 " T I L E B A C K E R B O A R D O N W A L L S S C H E D U L E D T O R E C E I V E C E R A M I C T I L E . I N S T A L L A C O U S T I C A L I N S U L A T I O N I N W A L L S A R O U N D T O I L E T R O O M S . 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