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Home My WebLink AboutSITE PLAN - 08-00224 & 08-00225 - Rod Jones Real Estate OfficeAr Will ol a 010 AREA MAP it PROJECT ADDRESS 1076 ERIKSON DRIVE REXBURG, ID 83440 I I i � 2 ID `Je fin, REXBURG MADISON COUNTY AIRPORT S tl 9 W 3RD N ST REXBURG MADISON RECREATION COUNTY y MELD DR FAIRGROUNDS W 2nd N ST X E 2nd N ST REXBURG Axcftn GOLF COURSE v 3 ; W1stNST N E atNST A V n N Z HAL f SMITN HALL 2 z z ❑ p: PARK 33 E. MAIN W. MAIN ST. O % Z MAPLE W 1st S ST = 0RTER POST 0 PARK C FAW ST /! JAG 1 3 R1C.K5 �n ryry O 3 v C � OMMANCNE AVE N 350 S D WG W W stn I s ST 01 450 S w� N 580 S o �� W6th SST �0* N .p F2 07 1 0003 W 7th S ST J CJ s� CREST MEW OR z REXBURG 5� xoRTt+ i I I i I i I ARCE BASIS OF DESIGN 0 L %=j .1 \'�4 �y '/p 7 ) -o Yr"' c t 1152 BOND AVE. REXBURG, IDAHO 83440 IBC 2006 ANALYSIS TYPE OF CONST. VB OCCUPANCY GROUP 1. GOVERNING BUILDING CODE ................... 2006 IBC 2, GRAVITY DESIGN: ALLOWABLE BLDG. AREA 9,000 sgft DEAD LOAD 4165 SQFT G1.1 ROOF. . ............................. 20 PSF SNOW LOAD SITE DEVELOPMENT S1.1 GROUND SNOW ........................ 50 PSF ROOF SNOW .......................... 35 PSF L1.1 Ce.. ............................... 1.0 ROOF FRAMING PLAN IS .. 1 .... 1111 ...................... 1.0 Ct.. ...... .... I......I ............. 1.0 SITE DETAILS DRIFTING PER ASCE 7 3, WIND DESIGN: BASIC WIND SPEED (3 SEC. GUST)......... 90 MPH EXPOSURE ............................... D DIMENSIONED MAIN /LOWER LEVEL PLAN Iw..... ............................... 1.0 4, SEISMIC DESIGN: LATERAL SYSTEM ........................ WOOD SHEAR WALLS SEISMIC DESIGN PROCEDURE .............. EQUIVALENT LAT. FORCE EXTERIOR ELEVATIONS PORTION OF SNOW LOAD INCLUDED.......... 20% A2.2 SEISMIC USE GROUP- ................... 1 SITE CLASS ............................. D SEISMIC DESIGN CATEGORY ................ D MILLWORK ELEVATIONS R ....... ............................... 6.5 A5.1 OMEGA... ............................... 2.5 City of Rexburg IE ...... ............................... 1.0 BUILDING PERIOD T ...................... 0.256 SEC MISC. DETAILS BASE SHEAR V ........................... 0.054 g F1.1 Ss CHART VALUE ......................... 0.494 g S1 CHART VALUE ......................... 0.161 g SDS..... ............................... 0.461 g SD1........ .... ...................... 0.232 g SITE COEFFICIENT Fa- ....... ......... 1.40 SITE COEFFICIENT Fv .................... 2.16 5. SOILS: SOIL BEARING PRESSURE .................. 1500 PSF LATERAL EARTH PRESSURE ................. N/A MINIMUM FROST COVER .................... 36 INCHES 0 L %=j .1 \'�4 �y '/p 7 ) -o Yr"' c t 1152 BOND AVE. REXBURG, IDAHO 83440 IBC 2006 ANALYSIS TYPE OF CONST. VB OCCUPANCY GROUP B ALLOWABLE BLDG. HT. 2 STORY ACTUAL BLDG. HT. 1 STORY ALLOWABLE BLDG. AREA 9,000 sgft ACTUAL BLDG. AREA 4165 SQFT G1.1 COVER SHEET & INDEX TO DRAWINGS 0, mW MTElo S} APR 3 0 9M8 T� lW OF REMIJIFiG DRAWING INDEX DRAWING DRAWING No. No. GENERAL STRUCTURAL G1.1 COVER SHEET & INDEX TO DRAWINGS SITE DEVELOPMENT S1.1 FOUNDATION PLAN S1.2 MAIN FLOOR FRAMING PLAN L1.1 LANDSCAPE PLAN S2.1 ROOF FRAMING PLAN SD1.1 SITE PLAN - SITE LAYOUT SD2.1 SITE DETAILS ARCHITECTURAL A1.1 MAIN /LOWER LEVEL FLOOR PLAN A1.3 DIMENSIONED MAIN /LOWER LEVEL PLAN A1.4 REFLECTED CEILING PLAN A1.5 ROOF PLAN A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A3.1 BUILDING SECTIONS A4.1 MILLWORK ELEVATIONS APPROVED A5.1 DOOR & WINDOW SCHEDULES City of Rexburg AND DETAILS A5.2 MISC. DETAILS `MAY 2 OA F1.1 FINISH FLOOR PLAN & SCHEDULE Q' e " 0 Q,3 w U w LL O µ b � Q z W Q � Z z ug � o w `O g DRAWING N GI.I ov r N N t^ O I W -,q O CD � X Q U !r rn X p W N ; �y0 � ° IOU w U 0 0 Q Z U M N 3 � ef) r � a V ,� O o O a 0 � A � 0 - O � O w � a o REVISION: DRAWN BY: JOB N0: iGDG 366 CHECKED BY: DATE: JRW OCT' O'1 PLOT DATE: 3 -26 -08 DRAWING N0. FILE: 366_G1.1 -CS ' G1.1 GI .I OF J (7 P o t, Uo"Xc 33 ct/um Y&12/d) OHP OHP OHP OHP OHP OHP OHP OHP .5: , 4 .., ... .. ,.. ... a .: .• MATCH. �� .70 ,. P M I � W SD SS W W W e lndkl,�Iolm SD SD SS SS .y Ei� MF— T� W /--\ W w W W SD SDI, - SS S 0 SD SD SS SS SD SS ON SS M SS SD CH XIST. o � ti �� vJ O W � YY W W OHP 4. 6 - - uate Other department approvals may be required Ffl (�i��{W /Otid ,aPPn.ov,oG, P22"U^� SITE PLAN � SCALE: I" = 20'-0" NORr�I W ' APPROVED 1 city of Rexburg I I W _. 2nnn W SD OHP OHP s� . i SD SS SS SS SS • SDI ,,-.1 OHP (e-/a e C&M OHP OHP 33 yllneld) OHP OHP OHP ST. SITE PLAN 5CALr=: I . = adftO lb W W W W W V e SD SD SD SD SD — — SS SS SS SS SS SS W W NORTH SS SS N r N o I m t: o 0 Q oX 2 m W N � I M 0 N ON I W r ,Vw] W _2 _ I W O Z U m 3 N L 3 Q M V W � V I 1L IL lu N 0 Q � � O Q � w OL M � Z H W REVISION: DRAWN BY: JOB NO: RSM 366 CHECKED BY. DATE: JRW 00T'01 PLOT DATE: 3 -26 -08 DRAWING N0. FILE: 366- SD1.I -SPO * SD1.1 O F 2 FOAM — BACKER ROD 1/2" FIBERBOARD - HOLD DOWN BEL OW SURFACE - OF WALK 1/2" MIN. TOOLED JOINT 1/4" RADIUS GRANULAR 5A5E Z Coo 0 C p a " 0 o 0 o o °O PCs CONTROL JOINT EXPAN510N JOINT G. Joints I. Align Joints of sidewalk and curb Q gutter. 2. Expansion 4 Contraction Joints - a. Spacin - 1) 51dewalks 4 Gurbs - 50 feet on center. 2) Mow Strips - 10 feet on center. 5) Flat Drainage Structures - 50 feet on center. b. Install so top of expansion joint material Is 1/4 Inch below finished surface of concrete. c. No expansion point required between curbs and walks parallel to curb. d. Provide expansion joint at end of walks perpendicular to and terminating at curb. 5. Scored Control Joints - a. Curbs - 10 feet on center. b. 51dewalks - 5 feet on center. c. Mow Strips - 5 feet on center. d. Flat Drainage Structures - 10 feet on center. e. Control points shall be approximately one quarter of concrete thickness. =7ETA I L A N.T.S. SD2.1 FOR DETECTABLE WARNING SURFACE- BF Tf Rr SL P� SL FL 51) Al EDGE5 OF RAMP. TOOLED EDGES SEALANT PETA L ACCE5515ILITY RAMP SCALE: N.T.5. SD2.1 �5YMBOL 01.2 O' N u 2 -1/2" ASPHALTIC GONGRET PAVING 'PAY' 1 116 SECT 50ALE : I = I' -0" SD2.1 ONLY PETA I L PAINTED SYMBOL SCALE: I" = V- O' SD2.1 6" LANDSCAPING —_ 2 -1/2" ASPHALTIC CONGRET PAVING O ° a _ o d < 0. 0 ° ° 4" GRANULAR BASE o o oB IL 17ETA I L G SCALE: I" = 1'-0" SD2.1 J� L.AND50AM i L 1=1 12" RESERVED ( wA RESERVED PARKING BARRIER PARKING F PARKING 516N5 -WHITE 13AGK51 OW W/ GREEN HELVETIGA TEXT 4 ffm 3/8' 6REEN BORDER STRIPE 3 WHITE H.G. SYMBOL ON BLUE BACKGROUND v a Q � a . a d d 4 a v ' a' Q > A 4 4 I — 20" 50. 2 "x 2 "x 1/4' (6'-q' LONG) 6ALV. STEEL TUBE SUPPORT W/ END GAP CONCRETE BASE - W/ SLOPED TOP TO DRAIN 1:>ETA I L AGGE551BILITY 516N G SCALE: I" = I' - O" SD2. 2 1�" G G C/ 4" GONG. WALK V V GONCRETE CURB W/ W/#4 BAR a 24" (1) #4 BAR CONTINUOUS I BOTHWAYS —7 17ETA I L n SCALE: 1" = 1 SD2.1 APPROVED city of Rexburg MAY 2 82gR PAINT PAVEMENT W/ WHITE SYMBOL ON ai i�c ad�Y�on� min 2 -1/2" ASPHALTIC . O a.Q9P,4 o O 40 Ic— d , O P ° 6 ' �a' O go d 4 d t O � O O o 77774 O °Og °4" 0 0 0 o OPo 00O o 02 - o o GRANULAR BASE O g A o Op , O 2 0 ? O O ir, 1, 1 A � ... .x r _ /a � r S_ " 4� -A �l�L r, -�� , �6 — - pv 12" E ERED FILL r n 17ETA I L n SCALE: 1" = 1 SD2.1 APPROVED city of Rexburg MAY 2 82gR PAINT PAVEMENT W/ WHITE SYMBOL ON ai i�c ad�Y�on� min DJ F 2620 54. ET NOTES OI VERIFY FIRE BOX D I MENU ON5 OF FIREPLACE I N5ERT WITH MANUFACTURE J FBI F a o 1545 sq,. ft MAIN LEVEL FLOOR PLAN 50ALE: 1/8" = P - 0" C LOAM LEVEL PLAN 5GALE: 1/8 O r++ A city ,4 %A6 �ffi F; 04 N N M � 2 � Q C:l X X O N Q� M N � 0 = ci N 0 I W w v �W° 00 Z� m� N a z V u n� IL IL — O O ul <�- I Z � � ul al o OQ O W W 0. Z � adf o REVISION: DRAWN BY: JOB NO: IGDCG 566 CHECKED BY: DATE: JRW OCT' 0'1 PLOT DATE: 3 -26 -08 DRAWING N0. Alf: 366- Ai.1 -FP * All ALI 10 O F 10' -IOg" II'- It 101- 1 ._6.. a . 4 a 5 ._ " 55 -6j O m C!1 --1dJ OFFICE OFFICE OFF OFFICE OFFICE OFFICE OFFICE CONFERENCE OFFICE 121 122 ROOM I' - 115 I I6 117 I IS p �t 5' a' 3 .�.. T MALL i 3'-4" HALL T -4� 124 E123 OFFICE = IAO MEN T.R CORR. °„ -4d) IOa 13 112 RECEPTION u) F BREAK Root 10._3 .. a -8 5•_� (.. _ 8' -2g" 103 a . .. �� 125 15' -I I �.. 5 . .. 12' -IOJ" _ 7' -7 ' = MEN'S T.R ` `t OFFICE 108 1 III F177 126 HALL ' -II ' 107 WAITING 1 2 "4' -41" a' -5 102 O - �J WAITING 0 12' -I0j" la' -3 v 2r-Oj" 12a 12a OFFICE OFFICE � 106 105 OFFICE 104 rj T cr �! VE5TIE3ULE 101 5' -2 .. 10' " I ._ j.. a . " • -2 ' 6 -4 .. 3 ._ a " 3' -10 .. 3 5 . .. 5 . .. 10. 5 . .. 10... I0 ._4j.. 14•41 3a' -I i la' -I •• 26-2j" fl I MENS I ONEV MA I N LEVEL FLOOR PLAN SCALE: 1 /8" = 1' - O" TM i dJ U)141 N i N u� Q u� f �0 u� P I MENS I ONEP LOAM Lr=\./r=L FLOOR PLAN 50ALE: 1 /8" = I' - O" Ll APPROVED City of Rexburg MAY 2 8 2008 Q O i rt 4N N cr t U) i T --1dJ OFFICE OFFICE OFF OFFICE OFFICE OFFICE OFFICE CONFERENCE OFFICE 121 122 ROOM I' - 115 I I6 117 I IS p �t 5' a' 3 .�.. T MALL i 3'-4" HALL T -4� 124 E123 OFFICE = IAO MEN T.R CORR. °„ -4d) IOa 13 112 RECEPTION u) F BREAK Root 10._3 .. a -8 5•_� (.. _ 8' -2g" 103 a . .. �� 125 15' -I I �.. 5 . .. 12' -IOJ" _ 7' -7 ' = MEN'S T.R ` `t OFFICE 108 1 III F177 126 HALL ' -II ' 107 WAITING 1 2 "4' -41" a' -5 102 O - �J WAITING 0 12' -I0j" la' -3 v 2r-Oj" 12a 12a OFFICE OFFICE � 106 105 OFFICE 104 rj T cr �! VE5TIE3ULE 101 5' -2 .. 10' " I ._ j.. a . " • -2 ' 6 -4 .. 3 ._ a " 3' -10 .. 3 5 . .. 5 . .. 10. 5 . .. 10... I0 ._4j.. 14•41 3a' -I i la' -I •• 26-2j" fl I MENS I ONEV MA I N LEVEL FLOOR PLAN SCALE: 1 /8" = 1' - O" TM i dJ U)141 N i N u� Q u� f �0 u� P I MENS I ONEP LOAM Lr=\./r=L FLOOR PLAN 50ALE: 1 /8" = I' - O" Ll APPROVED City of Rexburg MAY 2 8 2008 Offf ICE F - 11 4 7 DAT I10 0! NMI Ila m 14 % rol T.R. U24 OFF ICE 121 RZFLEGTEP Gr:ILIN6 PLAN SCALE: 1/4" = I' - O" NOR FINISH L26LWD 5/8" 6YP5UM BOARD ATTACHED TO BOTTOM CORD OF STRUCTURE - TEXIVRE 8 PAINT 2x2 LAY IN ACOUSTICAL CEILING TILE SEE DETAIL- A/AI.4 SOUND ATTENUATION GATT INSULATION AT GEILING 7 "PlZ 2X4 5 LAMP RECESSED FLUORE50ENT FIXTURE INCANDESCENT FIXTURE- 5TYLE TO BE SELECTED BY OWNER PROVIDE SEISMIC BRACING AT ALL CEILING SU SYSTEMS 1/2" CONDUIT 2 T'r FIGAL 12 GA. WIRE COMPRESSION BRACE - AT 12'-O" O.G. VERTICAL FULL HEIGHT - TYPICAL FIRST LINE OF BRAGIN6 IN EACH PLAN WIRES 4'-O" OR LE-55 FROM OF EACH RUNPER 12 GA. AT WALL BOUNDARY 4 O.G. CEILING 5!>SPENSION `�✓° 1 2" MIN. SYSTEM 45 MAX \ i 45° MAX. AREAS Et THAN 144 H AND WITH WALLS 51DE5 ON FOUR SIDES EXTENDING TO TC THE STRUCTURE NEED NOT BE BRACED. NOTE: BOUNDARY WALLS MUST BE BRACED TOP AND BOTTOM INDEFENDENT OF GEILIN6 TO QUALIFY. GE I L I NG 5U5PEN51 ON 5Y5TEM 5E 15M I G BRAG I NG DETA I L PETAL L. SCALE: NTS = 1'-0" APPROVED City of Rexburg MAY v'� EW GEPTIO 126 ITING 12a RZFLEGTEP Gr:ILIN6 PLAN SCALE: 1/4" = I' - O" NOR FINISH L26LWD 5/8" 6YP5UM BOARD ATTACHED TO BOTTOM CORD OF STRUCTURE - TEXIVRE 8 PAINT 2x2 LAY IN ACOUSTICAL CEILING TILE SEE DETAIL- A/AI.4 SOUND ATTENUATION GATT INSULATION AT GEILING 7 "PlZ 2X4 5 LAMP RECESSED FLUORE50ENT FIXTURE INCANDESCENT FIXTURE- 5TYLE TO BE SELECTED BY OWNER PROVIDE SEISMIC BRACING AT ALL CEILING SU SYSTEMS 1/2" CONDUIT 2 T'r FIGAL 12 GA. WIRE COMPRESSION BRACE - AT 12'-O" O.G. VERTICAL FULL HEIGHT - TYPICAL FIRST LINE OF BRAGIN6 IN EACH PLAN WIRES 4'-O" OR LE-55 FROM OF EACH RUNPER 12 GA. AT WALL BOUNDARY 4 O.G. CEILING 5!>SPENSION `�✓° 1 2" MIN. SYSTEM 45 MAX \ i 45° MAX. AREAS Et THAN 144 H AND WITH WALLS 51DE5 ON FOUR SIDES EXTENDING TO TC THE STRUCTURE NEED NOT BE BRACED. NOTE: BOUNDARY WALLS MUST BE BRACED TOP AND BOTTOM INDEFENDENT OF GEILIN6 TO QUALIFY. GE I L I NG 5U5PEN51 ON 5Y5TEM 5E 15M I G BRAG I NG DETA I L PETAL L. SCALE: NTS = 1'-0" APPROVED City of Rexburg MAY v'� R OOF PLAN SCALE: 1/4" = 1' - O" 6ENERAL MOTES ASPHALT 5HINGLE5 OVER 50# FELT PAPER AND ICE AND WATER BARRIER. EXTEND ICE AND WATER BARRIER A MIN. OF 6' IN FROM FA50IA MIN. DRIP EDGE TO BE FACTORY FINISHED METAL TO MATCH ROOFING COLOR. ALL ROOF FLUES, PIPES, PLUMBING, VENT PIPES AND ROOF PENETRATIONS SHALL BE FLASHED AS PER MANUFACTURE-5 SPECIFICATIONS MOTES O 5HINGLE5 ON ICE AND WATER SHIELD O RAIN GUTTER O METAL VALLEY SEE DETAIL A/A5.2 O FACTORY FINISHED PERFORATED SOFFIT O ICE AND WATER BARRIER SHOWN HATCHED O DOWN SPOUT O DRAFT STOP (1) LAYER 518" GYP. BD. EACH 51DE OF WALL ON 2x4 AT 24" O.C. EXTENDED FROM WALL BELOW O VENTED RIDGE CAP (LEAVE GAP IN 5HEATHIN(5 1 -1/2" FROM RIDGE) APPROVED City of Rexburg MAY 2 8 2008 . l� 33' -6i" 2a:--b:: 28'4" E- EYATION Cli'-O" T.O.P EAST ELEVATION 5GALE:1 /4" _ _I i -0" NORTH ELEVATION 5GAl E:1/4" = 1' -0"� T.O.P MOTES OI SIDING O2 ASPHAL SHINGLES ON ICE AND lNATER SHIELD O3 PRE FINISHED METAL FA 50 1A AND SOFFIT O P,4RGE GOAT ALL EXPOSED FOUNDATION WALL O BRICK YSAINSGOTING AND BRICK GASP O VENTED RIDGE G ASP �? FUTURE SIGN LOCATION O STREET ADDRESS APPRO3VSD City of Rexburg MAY ?. 8 2W 0 Ccsign Standards Review ccT, - ve conditions `'ignatu 'a ---- -� // ZQ�_� Date Other department approvals may be required NATION ab' -3 T.O.P I� SOUTH ELEVATI C EI 50A LE:1 /4" = V -0" al' -O" NATION TD F ki ^1=5 )IN& PHALT SHINGLES ON ICE AND WATER SHIELD E FINISHED METAL FASO 1 A AND SOFFIT ,RGE COAT ALL EXPOSED FOUNDATION WALL ,ICK WAINSCOTING AND BRICK CAP NTED RIDGE CAP 0OW WELL WITH FALL PROTECTION COVER APPROVED City of Rexburg MAY 2 8 2006 -,� Design Standards Review Complete see conditions signature 6 �� C department approvals m" bt M 1 1.17 1NG SECTION SCALE: 1/4" = 1'- O" MOTES VATION 110' -0" •` •• ELEVATION ab' -3" rp O O O O O O O O O 10 1 I 12 13 14 IS 16 17 18 IQ m FOOTING AND FOUNDATION- SEE 5TRU0. 6" FREE DRAINING GRAVEL. UNDER SLAB VAPOR RETARDER 6 MIL 4" CONCRETE SLAB COMPACTED 5U5 GRADE 2X6 WALL 5/8 GYP BD TEXTURE 8 PAINT WALL 5HEATHING BLOWN IN INSULATION- FILL CAVITY (RIcIMIN) SPRAY ON FOUNDATION INSULATION (RII) 2X4 FUR OUT AT 16" O.G. FILL CAVITY W/ BLOWN IN INSULATION (MIN RI I) AIR INFILTRATION BARRIER (TYVEK OR EQUAL) FLOOR JOIST ROOF TRUSS ROOF SHEATHING 2X2 LAY IN ACOUSTICAL SUSPENDED CEILING FLOOR 5HEATHINC6 ASPHALT SHINGLE ON UNDERLAYMENT BLOWN IN INSULATION MIN (R38) AT ROOF J015T FILL J0I5T CAVITY- INSTALL INSULATION FABRIG TO BOTTOM CHORD CRAWL SPACE TO BE VENTED VIA HUMIDA -5TAT WITH DUCT THROUGH ROOF 4" PERFORATED DRAY! TILE AROUND FOUNDATION APPROVED City of Rexburg AY. ,z-r_l N 01 Q � o 4 �q 5 2 5 0 � Q N II II 4 O N 6 O OPEN 0-7, 2 ❑ 1 I- D5 (V - 3i =- 1 w o u F Q m O RECEPTION 12 _ 5 II II II it 4 O O _ ❑ Q � N o m 5 2 5 0 � Q 4 II II 4 O N RECEPTION 103 ELEVATION 5GALE: 1/4" = 1' -0" A4.1 ELEVATION � 5GALE: 1/4" = 1' -0" A4.1 I Q m _ O it II II II Q N C .D II II II II N RECEPTION 127 2 4 ❑0000 i� ❑oao ❑�I Q (1 ❑❑ ❑011 1113000011 I 1 ❑011 0❑ 1 l0 1 ❑000011 In 1 1313❑❑❑ I 10000 iL ❑OEl El i�❑E]El L - - - -- t- - - - -- II II II II 11 4 m WAITING AREA 102 2 ELEVATION � 50ALE: 1/4" = P-O" STANDARD ACCF-SS161LITY: I. ALL DOORS IN THE PUBLIC AND COMMON USE AREAS SHALL COMPLY WITH ANSI A117.1. INCLUDING NECESSARY MANEUVERINGS CLEARANCES AND ACCESSIBLE DOOR HARDWARE. THIS INCLUDES THE EXTE�RI�ONRR SIDE S OF THE MAIN ENTRY DOORS TO 2. Rf-1 DOORS HAVE 32' MIN. CLEAR WIDTH WHEN DOOR IS OPEN 90 DEGREES. 3. ALL PLUMBING FIXTURES AND APPLIANCES IN DWELLING UNITS SHALL HAVE MIN. 30' X 48" CLEAR FLOOR SPACE AS REQ'D BY FHA. 4. ALL PLUMBING FIXTURES, APPLIANCES 9 TELEPHONES IN PUBLIC AND COMMON USE AREAS SHALL COMPLY WITH A.D.A. 16C AND ANSI 117.1 NOTE: ARAB BARS MUST NOT ROTATE WITHIN THEIR FITTINGS NOTE: ELEVATION � 5GALE: 1/4" = V-O" ,44.1 4 ELEVATION � 5GALE: 1/4" = P -O" ELEVATION � SCALE: 1/4" = 1' -0" A�4.1 CONFERENCE ROOM 120 ELEVATION L 5GALE: 1/4" = 1' -0" A4.1 4 RECEPTION 103 ELEVATION +� SCALP: 1/4" = 1'-O" A4.1 TYPICAL TOILET ROOM %J/ 3 ELEVATION M 5GALE: 1/4" = 1' -0" A4.1 NOTE: PROVIDE A MIN. CLEAR TOWELS TOWELS FLOOR SPACE OF 3OX48 6 AT APPROACH. ALONG ?d AN ACCESSIBLE ROUTE. IL.L z < zF < z r r - f 1' f ?r IL °~ O z L j z a z o li r 1 r 1:. 0 J :E r Q a z wnsTE r IL, J h. J 4. 0 � li J J(z ®'a) a Q j Q Q OZ °j M a t� a I x 1N a 9 7 —,- x 10 O r00 'd ozo Oro X00 I N f I f N f yr rA FIN. FLOOR. FIN. FLOOR TYPICAL TYPICAL TOWEL DISPENSER TOWEL HAND SANITARY WASTE TISSUE NAPKIN WASTE RECEPTACLE DISPENSER DRYER PRODUCTS RECEPTACLE DISPENSER DISPOSAL VENDOR NOTE: NOTE: 18' MIN. CLR PROVIDE A MIN. CLEAR FLOOR SPACE OF 3OX44 WITH FROM WALL TO 13' MAX. EXTENDINQ UNDER LAV /D.F. TO INSULATED OF LAV PIPING /PLUM6INGS. NOTE: FAUCETS MUST BE LEVER TYPE. ELECTRONICALLY ACTIVATED, OR APPROVED SELF- CLOSINA VALVES FLUSH VALVE HANDLE ON 2 ,_ 6 , (MIN. 10 SEC. OPEN FLOWI AND BE OPERABLE W/ MOUNT SIGNS AT LATCH WIDE SIDE OF TOILET. 44' AFF MAX. I W /ONE HAND. NOT REQUIRING TIGHT ARASMNA. SIDE OF DOOR. OR NEAREST MIN. PINCHING OR TWISTING OF WRIST. 5 lb. MAX FORCE ADJACENT WALL 36' MAX. 1 i/4" TO 1 1/2' O.D. 1 1/2' MIN. WIDTH REQUIRED TO ACTIVATE CONTROLS. ARAB BAR (TYP.I CLEAR TO I I WALL OR 12 3' -6" MIN. 36' MIN. r W MA DISPENSERS Rao NSULATt ALL 17' 17' MAX 1 Ipo PM MIN. MAX. z X r O a X 18 a z X Ow I rf rf X O ❑ X a ? I I 'RP Q -iQ ? �'O O u a Tzz � ;. 'n 3 Q , f O :9 F CLR ip no w� 1 1� of T a0 pg� a0 I8') I,. IA Q iD MIN. V' ap L i a N X a g• rpp a N X a ...,r �M � i M M O la's 1, ,� a MIN. KNEE ip O � p � 6 MIN. f r0 a r �" N O f F CLEARANCE f N O FIN. FLOOR FUJ. FLOOR g• FW. FLOOR AX. TYPICAL TYPICAL MAX. O TYPICAL CLEARANCE TOILET TOILET LAVATORY, MIRROR AND LAVATORY DRINKING SOAP DISPENSER FOUNTAIN STANVAR--P AGGrESS I B I L I T "r INSTALLATION REOU 11EMENTS \ 0— / 4 30' i MIN. GLR. o 1 WIDTH 1 1 18' 1 IN. CL.R. 1 14T WALL 1 I 1 1 X I I. O f NOTES: 1. FLUSH VALVE HANDLE AT 44'AFF MAX. 2. 30' X 48' MIN. CLR FLR SPACE AT APPROACH 3. 5 lb. MAX. FORCE TO OPERATE FLUSH VALVE 4.14' MIN. PROJECTION FROM WALL ' —FIN. FLOOR TYMAL FACE OF FINISHED WALL PERMANENT URINAL ROOM SIGNAGE m 4 0 I f 0 m O (V ELEVATION � SCALE: 1/4" = P -O" ❑ O z N w 5 2 5 0 � Q 4 II II 4 O N o N ❑ N m (V II II 2 5 ELEVATION � SCALE: 1/4" = 1' -0" A�4.1 CONFERENCE ROOM 120 ELEVATION L 5GALE: 1/4" = 1' -0" A4.1 4 RECEPTION 103 ELEVATION +� SCALP: 1/4" = 1'-O" A4.1 TYPICAL TOILET ROOM %J/ 3 ELEVATION M 5GALE: 1/4" = 1' -0" A4.1 NOTE: PROVIDE A MIN. CLEAR TOWELS TOWELS FLOOR SPACE OF 3OX48 6 AT APPROACH. ALONG ?d AN ACCESSIBLE ROUTE. IL.L z < zF < z r r - f 1' f ?r IL °~ O z L j z a z o li r 1 r 1:. 0 J :E r Q a z wnsTE r IL, J h. J 4. 0 � li J J(z ®'a) a Q j Q Q OZ °j M a t� a I x 1N a 9 7 —,- x 10 O r00 'd ozo Oro X00 I N f I f N f yr rA FIN. FLOOR. FIN. FLOOR TYPICAL TYPICAL TOWEL DISPENSER TOWEL HAND SANITARY WASTE TISSUE NAPKIN WASTE RECEPTACLE DISPENSER DRYER PRODUCTS RECEPTACLE DISPENSER DISPOSAL VENDOR NOTE: NOTE: 18' MIN. CLR PROVIDE A MIN. CLEAR FLOOR SPACE OF 3OX44 WITH FROM WALL TO 13' MAX. EXTENDINQ UNDER LAV /D.F. TO INSULATED OF LAV PIPING /PLUM6INGS. NOTE: FAUCETS MUST BE LEVER TYPE. ELECTRONICALLY ACTIVATED, OR APPROVED SELF- CLOSINA VALVES FLUSH VALVE HANDLE ON 2 ,_ 6 , (MIN. 10 SEC. OPEN FLOWI AND BE OPERABLE W/ MOUNT SIGNS AT LATCH WIDE SIDE OF TOILET. 44' AFF MAX. I W /ONE HAND. NOT REQUIRING TIGHT ARASMNA. SIDE OF DOOR. OR NEAREST MIN. PINCHING OR TWISTING OF WRIST. 5 lb. MAX FORCE ADJACENT WALL 36' MAX. 1 i/4" TO 1 1/2' O.D. 1 1/2' MIN. WIDTH REQUIRED TO ACTIVATE CONTROLS. ARAB BAR (TYP.I CLEAR TO I I WALL OR 12 3' -6" MIN. 36' MIN. r W MA DISPENSERS Rao NSULATt ALL 17' 17' MAX 1 Ipo PM MIN. MAX. z X r O a X 18 a z X Ow I rf rf X O ❑ X a ? I I 'RP Q -iQ ? �'O O u a Tzz � ;. 'n 3 Q , f O :9 F CLR ip no w� 1 1� of T a0 pg� a0 I8') I,. IA Q iD MIN. V' ap L i a N X a g• rpp a N X a ...,r �M � i M M O la's 1, ,� a MIN. KNEE ip O � p � 6 MIN. f r0 a r �" N O f F CLEARANCE f N O FIN. FLOOR FUJ. FLOOR g• FW. FLOOR AX. TYPICAL TYPICAL MAX. O TYPICAL CLEARANCE TOILET TOILET LAVATORY, MIRROR AND LAVATORY DRINKING SOAP DISPENSER FOUNTAIN STANVAR--P AGGrESS I B I L I T "r INSTALLATION REOU 11EMENTS \ 0— / 4 30' i MIN. GLR. o 1 WIDTH 1 1 18' 1 IN. CL.R. 1 14T WALL 1 I 1 1 X I I. O f NOTES: 1. FLUSH VALVE HANDLE AT 44'AFF MAX. 2. 30' X 48' MIN. CLR FLR SPACE AT APPROACH 3. 5 lb. MAX. FORCE TO OPERATE FLUSH VALVE 4.14' MIN. PROJECTION FROM WALL ' —FIN. FLOOR TYMAL FACE OF FINISHED WALL PERMANENT URINAL ROOM SIGNAGE m 4 0 I f 0 m O (V ELEVATION � SCALE: 1/4" = P -O" ELECTRICAL DEVICES 50ALE: N.T.S. ❑ V z 0 w m 2 5 0 Q 4 9 O — N W " ❑ -1 S FCL (V Pug 3i =- 1 w o u F ELECTRICAL DEVICES 50ALE: N.T.S. O cv I = Q 0 5 I m 2 5 0 o N 4 9 O N N 1 - 1 1 O O 2 )k I (V Pug O cv I = O O 8 0 5 I N 2 5 WAITING 130 ELEVATION n 5GALE: 1/4" = 1'-O" �41 � O Q N Q WALL AT 0550URE ANGLE 5EE PLANS 5 I I 4 5 o N 4 9 O 0 , f N 1 - 1 1 O O 2 )k I 1 Pug 1 — Q m 5 TO REGP' 4 O Q N Q 5 I I 1 N MICRO 1 1 1 1 Pug Q m 5 II II II II BREAK ROOM 126 L ELEVATION � 50ALE: 1/4" = 1'-0" REGEPTION 103 ELEVATION � SCALE: 1/4" = 1' -0" M O TE S (D GYPSUM BOARD TEXTURED 4 PAINTED �2 4" WOOD BA5E O 4" TILE 5A5E t�4 4" LAMINATE BACK SPLASH O ADJUSTABLE SHELVES O PILE DRAWER O PHONE/DATA Ug 52" ADA COUNTER �q 40" COUNTER 1p OWNER PURN15HF-D I I GAS INSERT FIREPLACE REST ROOM ACCESSORI A MIRROR (24 "X 5a ") AB 1 1/2 "0 x 42" HORIZONTAL GRAB BAR. A o 11/2 "(P x 36" HORIZONTAL GRAB BAR. AD PAPER TOWEL DISPENSER A F- TOILET PAPER D 15PENSER APPROVED City of Rexburg MAY W ,e Q g� Um 0` N �� Q ma F W o U � LL µ OS W < N Z � 0 Z� > O� w Q � w O 0 � C-.) Z DRAWING N0. A4. 1 w o o0 m � Z W O REVISION: DRAWN BY: JOB N0: 366 CHECKED BY: DATE: JRW OGT' 07 PLOT DATE: 3 -26 -08 DRAWING N0. FILE TYPICAL TOILET ROOR'? I IO OF TYPICAL TOILET ROOR'? D 0 0 R S C H E D U L E 0 Q Li 3 z V) ri I- O o D 0 0 R F R A M E D E T A I L S W c � cn o w Q J CL 0 W Q = GLAZING TYPES 1. 1" INSULATED TEMPERED 2. TEMPERED 3. 1/4" WIRE GLASS THRESHOLD T. METAL THRESHOLD SIZE J Q w UJI Q -r Z ~ _z Q O Lj J a- Lj F- W u- J Q Q z z �- W = Q V) 3 Ld = = f- REMARKS 1 • 0 C 3' -0" 7' - 0 " 1 -3/4' 1 ALUM BRONZE Q C ALUM BRONZE A /A5.1 B/A5.1 a c� - 2 • O G 3' -0" 7' -0" 1 -3/4 ALUM BRONZE 0 T= TEMPERED C ALUM BRONZE A /A5.1 B /A5.1 m - 3 • 0 C 3' - 0 " 7 J ALUM BRONZE 0 C ALUM BRONZE A /A5.1 B /A5.1 V I NYL V I NYL O - 4 • 0 C 3' -0" 7' -0" 1 -3/4' ALUM BRONZE J /A5.1 C ALUM BRONZE A /A5.1 B/A5.1 H /A5.1 J /A5.1 - 5 • O A 3' - 0 " 7' -0" 1 -3/4' WOOD STAINED STAIN A q WOOD STAINED C /A5.1 D /A5.1 - • 0 A 3' - 0 " 7' -0" 1 -3/4' WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - • 0 A 3' -0" 7' -0" 1-3/4 WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - • O A 3' - 0 " 7' -0" 1 -3/4' WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - CI • O B 3' -0" 7 -3 4' H.M PAINTED B H.M PAINTED E /A5.1 F /A5.1 - 10 • 0 B 3' - 0 " V-0 366 H.M PAINTED DATE: JRW B H.M PAINTED E /A5.1 F /A5.1 3 -26 -08 - II • 1 0 A 3' -0" 7' -0" 1-3/4 WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - 12 • O A 3' -0" 7' -0" 1 -3 4' WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - 3 • 0 A 3' -0" V-0 WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - 1 • 0 A 3' -0" 7' -0" 1 -3 4' WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - I5 • 0 A 3' -0" 7' -0" 1 -3 4' WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - 16 • 0 A 3' -0" 7' - 0 " 1-3/4 1 WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - 1-7 • O A 3' - 0 " 7' - 0 " 1-3/4 WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - Ia • 0 A 3' - 0 " 7' -0" 1-3/4' WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - ICI • 0 A 3' -0" 7' - 0 " 1 -3 4' WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - 20 • 0 A 3' -0" 7' -0" 1-3/4' I WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - 2I • O A 3' -p" 7' -0" 1 -3 4' WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - 22 • O A 3' -0" 7' -0" 1-3/4 WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - 25 • 0 A 3' -0" 7' -0" 1-3/4' WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - 24 • 0 A 3' -0" 7' -0" 1-3/4 WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 - 25 • O A 3' - 0 " 7' -0" 1-3/4 WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 26 • O A 3' -0" 7' - 0 " 1-3/4 I WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 2`7 • O A 3' -0" 7' -0" 1-3/4 1 WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 2a • O A 3' -0" 7' -0" 1 -3 4' WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 2"1 • O A 3' -0" 7' -0" 1 -3 4' WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 30 • O A 3' -0" V-0 WOOD STAINED q WOOD STAINED C /A5.1 D /A5.1 51 • O A 3' -0" 7' -0" 1 -3 4 WOOD STAINED q WOOD STAINED C/A 5.1 D /A5.1 5/8" GYP BD. TYPE " GK ON EXT. (2) 2XE CAULK --�i ALUM. 2X6 BOTH J � SIDES CAULK BOTH 51DE SOUND INSUL. CAULK BOTH SIDES STACKED ROCK JAMS 5GALE: 1- 1/2 " =1' -O" A5.1 3' - 0 " 3' -0" Q r Q r O SOLID GORE HOLLOW METAL WOOD DOOR DOOR A B DOOR TYQr=S CAULK nKICA(, BOTH 5/8" GYP. BD. 4 j" SIDES TYPE X SOUND TEXTURE 4 PAINT 2 BOTH SIDES IN5 UL . THROAT TMROA 5/8" GYP. BD. CAULK 5 TYPE X /8" GYP. BD. TYPE X BOTH TEXTURE 4 PAINT TEXTURE 4 PAINT SIDES BOTH SIDES 2X4 STUD 2X6 STUD N _ WOOD L - - H.M. jj,,,�� JJ�� WOOD FRAME - (2) 2X4 SOUND Hr=AP G JAMS STUDS INSUL. D T1EAI: SCALE: 1 - 1/2 " =1' as .l SCALE: 1- 1/2 " =1' -O" A5 .1 SCALE: 1- 1/2 " =1'-O" A5 .1 3' -O" SCALE: 1/4" - 1' -0" 31-0„ 3 1-411 :: O i WOOD O i T' FRAME r A E3 FRAME TYPr =S H.D. WOOD WINDOW STOOL ALUM. SILL FRAME GLAZING SEE 5GHED. III WINDOW ALUMI. 4� Hr= CAULK SCALE: 1 -1/2 "= I' -O" A5.1 CAULK STRUGT� BOTH ' 5/8" GYP. BD. 51DE5 TYPE X 2" TEXTURE 4 PAINT r H.M. Q an m M FRAME W/GLIP c ;0 - �- 0 00 Z� m3 Q N Q:: J L - a c� V/ � = Z (2) 2X6 50UND T= TEMPERED STUDS IN5UL. RICK JAMS V) SCALE: 1 -1/2 "= I'-O" A5.1 SOUND INSUL. CAULK BOTH SIDES STACKED ROCK JAMS 5GALE: 1- 1/2 " =1' -O" A5.1 3' - 0 " 3' -0" Q r Q r O SOLID GORE HOLLOW METAL WOOD DOOR DOOR A B DOOR TYQr=S CAULK nKICA(, BOTH 5/8" GYP. BD. 4 j" SIDES TYPE X SOUND TEXTURE 4 PAINT 2 BOTH SIDES IN5 UL . THROAT TMROA 5/8" GYP. BD. CAULK 5 TYPE X /8" GYP. BD. TYPE X BOTH TEXTURE 4 PAINT TEXTURE 4 PAINT SIDES BOTH SIDES 2X4 STUD 2X6 STUD N _ WOOD L - - H.M. jj,,,�� JJ�� WOOD FRAME - (2) 2X4 SOUND Hr=AP G JAMS STUDS INSUL. D T1EAI: SCALE: 1 - 1/2 " =1' as .l SCALE: 1- 1/2 " =1' -O" A5 .1 SCALE: 1- 1/2 " =1'-O" A5 .1 3' -O" SCALE: 1/4" - 1' -0" 31-0„ 3 1-411 :: O i WOOD O i T' FRAME r A E3 FRAME TYPr =S H.D. WOOD WINDOW STOOL ALUM. SILL FRAME GLAZING SEE 5GHED. CONGRE I WALL G JAM5 WINDOW 1 SCALE: 1- I/2" =1' -O" ASS. SCALE: 1/4" - P -O" WINDOW SCHEDULE BRENT A. McFARLAND AR -2561 WINDOW DETAILS 4� CAULK a CONGRE I WALL G JAM5 WINDOW 1 SCALE: 1- I/2" =1' -O" ASS. SCALE: 1/4" - P -O" WINDOW SCHEDULE BRENT A. McFARLAND AR -2561 WINDOW DETAILS GLAZING TYPES CAULK HEADER - SEE 10 INSULATED TEMPERED DBL. GLAZE STRUGT� 02 1/4" TEMPERED PLATE SINGLE GLAZE 5/8" TYPE 'X' GYP. BD. LLJ CL TEXTURE +� e x Q BRICK 51H PAINT Q an m M H c ;0 w w U /\ w > 0 00 Z� m3 Q N Q:: J a c� V/ � = Z T= TEMPERED of w H V) IV Q o Q m ul ul _ Q J �- REMARKS A V I NYL V I NYL O K/A5.2 L /A5.2 M /A5.2 E3 V I NYL VINYL 0 &/,45.1 H /A5.1 J /A5.1 G VINYL V I NYL 0 & /A5.1 H /A5.1 J /A5.1 D V I NYL V I NYL 0 N /A5.1 P /A5.1 O /A5.1 WOOD STAIN A R/A5.1 5/A5.1 T /A5.1 WOOD STOP WINDOW 4' -O" O GLAZING SEE 5GHED. H.D. WOOD- - WI NDOW STOOL GLAZING SEE 5GHED. SILL- CONTINUOUS 5/8" TYPE X. CAULK BOTH GYP. BD. HD. WOOD - SIDES - EIRE 4 WINDOW PAINT STOOL S 2 2 ` SHIM AS i REQ'D 6 6 2x(o STUD WALL WALL 5HEATHING 5/8" TYPE 'X' SEE 5TRUCT. GYP. BD. TEXTURE 4 , PAINT SIDING AIR INFILTRATION BARRIER (TfVEK OR EQUAL) .JAMS WIND 56ALE: 1-1/2"=I' --0.. GLAZING SEE SCHED. H.D. WOOD -- WINDOW STOOL GLAZING SEE 5GHED. GLAZING WI 51 CONTINUOUS CAULK BOTH SIDES O u� 5/8" TYPE 'X' GYP. BD. TEXTURE 4 PAINT 4' -0" HD. WOOD - WINDOW STOOL SHIM AS , REQ'D 2x6 STUD WALL 5/8" - TYPE 'X' GYP. BD. TEXTURE 4 , PAINT BRICK/ AIR INFILTRATION BARRIER ("TYVEK OR EQUAL) yam_ S SEE 5TRUCT. JAMS WINDOW L SCALE: I- 1/2" =1' -O" A5.1 )W FRAME +CHEDULE TRIM GLAZING_ CRETE WALL 5E9-= 5CHED. 1 R -Iq BA17 INSULATION WALL SHEATHING SEE 5TRUCT. B ILL WINDOW J SCALE: 1-1/2"=I'-O" A5.1 GYP. BIRD BOTH 51DE WINDOW FRAME SEE SCHEDULE HEADER - SEE STRUGT. 5/8" TYPE 'X' GYP. BD. TEXTURE 4 PAINT WINDOW FRAME SEE 51CHED. WALL SHEATHING SEE 5TRUCT. SIDING CONTINUOUS CAULK BOTH SIDES ----- GLAZING -SEE SCHEDULE E HE AP WINDOW 67 SCALE: 1-1/2"=P-O" A5 .1 BRICK _ GLAZING -SEE 5GHETJULE Hr=A=> WINDOW SCALE: 1- 1/2" =1' -0" A5.1 APPROVED City Of Rexburg MAY GYP. BRD BOTH SIDES WINDOW FRAME 6 - �� - -�� - \ SEE SGHED�) SEE SCHEDULE WOOD TRIM H AD WINDOW SCALE: 1-1/2"=I' R -Iq BATT / ' INSULATION WALL 5HEA THIN6 SEE 5TRUCT. 5' -0" 0 A AIR INFILTRATION BARRIER (TYVEK OR EQUAL) R -Iq BATT 4' INSULATION WINDOW FRAME SEE SCHEDULE CONTINUOUS CAULK HEADER - STRUGT. WINDOW 1�1 SCALE: 1-1/2"=I'-O" A5.1 O U) J, M5 WINDOW 5 SCALE: 1- 1/2 " -1' -O" R -Iq BATT INSULATION WINDOW FRAME BRENT A. McFARLAND AR -2561 SEE SCHEDULE OF IDAHO CONTINUOUS CAULK HEADER - SEE STRUGT� 5/8" TYPE 'X' GYP. BD. TEXTURE +� e x Q BRICK 51H PAINT Y4AL.L 5HEATHIN6 SEE STRUCT. BRICK CONTINUOUS - CAULK BOTH 51DE-5 GLAZIN67-5EE 50HEDULE HE WINDOW ,< SCALE: 1-1/2"=I'-O" A5.1 CONTINUOUS WINDOW FRAME CAULK BOTH BRICK SILL SEE `5G�• IDES WINDOW FRAME SEE SGHED. AIR INFILTRATION BARRIER (TYVEK OR EQUAL) ' WINDOW FRAME SEE 5GHEDULE WOOD TRIM YP. BRD BOTH SIDES G BI LL 1� / WINDOW T SCALE: 1 - 1/ 2 " = I 1 - O " .1 S I LL WINDOW Q SCALE: 1-1/2"=I'-O" AS.I ALUMINUM STORE FRONT G BRENT A. McFARLAND AR -2561 STATE OF IDAHO N N sh V) M M 00 Wo e x Q Q an m M c ;0 w w U /\ w > 0 00 Z� m3 Q N Q:: V/ O < _fi •�!` a � ul ul v A l IL V u u IL Q 0 � Eli Z � v � ffn Vl 0 OQ � w � o REVISION: DRAWN BY: JOB NO: KD& 366 CHECKED BY: DATE: JRW 00T'01 PLOT DATE: 3 -26 -08 DRAWING N0. FILE: 366- A5.1 -DSWS * A5.1 A5.1 OF S I LL WINDOW Q SCALE: 1-1/2"=I'-O" AS.I ALUMINUM STORE FRONT G WIDE STRIP OF 5EC.ONDA -Y UNDERLAYMENT 0 5TRIP5) IN V APPLIED OVER 5HEATHIN6 56" WIDE 30# ROOF FEL UNDER METAL VALLEY UNDERLAYMENT OVER ENTIRE ROOF SURFACL 3' 1 PRIMARY UNDERLAYMENT OVER ENTIRE ROOF SURFACE ROOFIN6 _ MATERIAL STARTER CC OF SECOND YMENT �MASTIG BED t`fYPJ METAL DRIP E06E PRE FINISHED FASCIA METAL MASTIC BED T VALLEY MET — Ol(ERLAP - - - 3' \/ALLEY FLASH I NIS 17ETA I L SCALE: N.T.S. �R� V (2) LAYERS 5/8 GYP. BD. BEHIND CABINET bl \-FRAMIN6 II II FIRE u EXTIN6U15HER O CABINET N ATION . O SECTION & tV -1 FIRE EXTI NISSU I SHM GA5 NET PETA I L. 50ALE: 3/4' = 1 PETAL L. � SCALE: 1 1/2" = 1 1 - 011 Asp RL..AYMENT ?OOF 5URFAGE PRE - FINISHED METAL. DRIP E06E PRE - FINISHED METAL_ FA501A METAL 2X6XGONT. FA5GIA BD. 4XGONT APPROVED City of Rexburg MAY / —_ METAL VALLEY 24" WIDE VALLEY METAL CHECKED BY: JRA 10 LENGTHS PLOT DATE: 3 -26 -08 I „ SEE PROFILE V I" "V" CRIMP 12' LE — 12" WIDE STRIP SECONDARY UNDERLAYMENT OVER NAILED ED6E5 SECONDARY UNDERLAYMENT OVER ENTIRE ROOF 5URFACE c� PRIMARY UNDERLAYMENT OVER ENTIRE ROOF 5URFACE \/ALLEY FLASH I NIS 17ETA I L SCALE: N.T.S. �R� V (2) LAYERS 5/8 GYP. BD. BEHIND CABINET bl \-FRAMIN6 II II FIRE u EXTIN6U15HER O CABINET N ATION . O SECTION & tV -1 FIRE EXTI NISSU I SHM GA5 NET PETA I L. 50ALE: 3/4' = 1 PETAL L. � SCALE: 1 1/2" = 1 1 - 011 Asp RL..AYMENT ?OOF 5URFAGE PRE - FINISHED METAL. DRIP E06E PRE - FINISHED METAL_ FA501A METAL 2X6XGONT. FA5GIA BD. 4XGONT APPROVED City of Rexburg MAY / —_ A5.2 OF la DRAWN BY: JOB NO: 366 CHECKED BY: JRA DATE: OCT' O"I PLOT DATE: 3 -26 -08 DRAWING N0. FlLE: V ..j V Q `r ILI <t V/ z � � CJ c� z LLJ a. o REVISION: A5.2 OF la DRAWN BY: JOB NO: 366 CHECKED BY: JRA DATE: OCT' O"I PLOT DATE: 3 -26 -08 DRAWING N0. FlLE: A5.2 OF la -J WALK -OFF CARPET F2 CARPET / F3 CARPET — — F4 12X12 CERAMIC TILE ,mmmmmm1 ommo■mo1 1■■m■mm1 §Nmmmmm1 ■■■m■mm1 ■■mmo■ ■1 mmmmmmm■ F I N I S H S C H E D U L E p O W Z O m ROOM NAME p O i w N m WALLS " Z J v = w = " Z J v N a U W CL V) DESCRIPTION _ �— z F— N w _ F_ c F— W 3 101 VESTIBULE FI/F4 55 Al Al Al Al GI 12' -0" N f �U Q� F FLOOR 102 AAITIN6 F2 51 AI AI Al A I G I 12' - 0 " 51 °z o m� F1 WALK OFF CARPET 105 RECEPTION F2 51 AI AI Al AI CI 12' -0" F2 CARPET 104 OFFICE F2 51 AI AI A I AI G2 oil-oil F3 CARPET B 105 OFFICE F2 51 AI AI AI AI 02 q' -0" F4 12x12 CERAMIC TILE 106 OFFICE F2 51 Al Al AI Al 02 41' -0" F5 12x12 VCT 10'1 CORRIDOR F2 BI Al AI AI AI G2 q' -O" 51 108 5TORA6E F5 52 AI AI Al AI GI ct' - O" IL IOci OFFICE F2 51 Al AI AI AI 02 0 1' - 0" 110 DATA F5 52 Al AI Al AI G2 all B BASE III MEN'S FS 52 Al AI AI AI G I ci' -O " 52 W B1 6" STAINED WOOD BASE B 2 a" RUBBER BASE II2 CORRIDOR F2 5 1 Al Al WI AI 02 q' -0" 115 A0MEN'5 F5 52 Al AI AI I Y41 CI C11-011 52 > LaJ 83 12 "X6" COVED CERAMIC TILE BASE W/ EPDXY GROUT 114 OFFICE F2 51 Al AI Al Al 02 q' -O" 115 OFFICE F2 51 Al AI AI Al 02 Q' -0" J 116 OFFICE F2 51 AI AI AI Al 02 ci' - O" W WALLS 111 OFFICE F2 51 AI AI INI Al 02 a' -0" W1 GYP. BD. 5/8" TYPE X TEXT. do PAINT COLOR A Z W2 GYP. BD. 5/8" TYPE X TEXT. do PAINT COLOR B 118 CONFERENCE ROOM F2 51 Al AI Al Al C2 Q'—L W3 4X4 CERAMIC TILE IIcl CORRIDOR F2 6 1 Al Al AI WI 02 41' -0" Q 120 OFFICE F5 51 A2 A2 A2 A2 02 41' -0" C CEILING 121 OFFICE F5 51 A2 A2 A2 A2 02 ct' -O" m C1 GYPSUM BOARD ATTACHED TO BOTTOM CORD OF STRUCTURE — TEXTURE & PAINT C2 2 X 2 LAY —IN ACOUSTICAL TILE - SEE DETAIL A/6.2 122 OFFICE F5 51 A2 A2 A2 A2 G2 � �� cl - O 125 CORRIDOR F5 51 A2 A2 A2 A2 G2 cli-0 124 TOILET ROOM F5 52 A5 AS A5 A5 02 a' -O" 52 C3 EXPOSED STRUCTURE 125 BREAK ROOM F5 5 1 A2 A2 A2 A2 G2 Q' -0" Q' -0" Q " S SPECIALTIES 126 RECEPTION F5 51 A2 A2 A2 YV2 02 0 1' -0" 121 OFFICE F5 51 A2 A2 A2 A2 02 cf' -O" S1 F.E.C. (FIRE EXTINGUISHER CABINET) R P I S2 RESTROOM AC S c it o Rexbur 125 OFFICE F5 $1 A2 A2 A2 YV2 G2 Q' -O" l29 WAITING FS 51 A2 A2 A2 W2 02 Q' -O" 51 150 STAIRS F2 51 AI AI Al Al GI VARIES MAY �. 151 5A5EMENT F6 - - - - - G5 L 152 MECHANICAL F6 - - - - - 05 51 155 TOILET ROOM i F5 52 Al Al Al AI G3 N .vwJ N W co 00 _� Q 2 x Q < C-� m m m o w N f �U Q� O N O cj w w 2 ::D > \/ w > Q 0 °z o m� N Q ul vl `` IL V IL IL 0 Z l OL OL Z O O _ O O Q � IL Lu U Z z IL w � � D REVISION: DRAWN BY: JOB NO: 566 CHECKED BY. DATE: JRA OCT' 01 PLOT DATE: 3 -26 -08 DRAWING NO. FILE: OF O m i N Q crm T N SIMPSON HOLD 5THDIORJ SIMPSON H STHDIOI r i 88' -6j" 23' 1 i GRAWL SPACE V lu pp d5 VENT,TOP FOUNDATION OF GRAWL SPACE WALL VENT,TOP OF FOUNDATION WALL O — SIMPSON HOLD DOWN � STHDIORJ CRAWL SPACE 51MP50N HOLD DOWN VENT,TOP OF 5THDIOR.1 � FOUNDATION WALL — _ 51 5 — —, S VI -2G I 571-DIOR.J I I I I I I O II I I O O I � � F -2G I 6" I 51 POST STH — — — — tt — — — — — — — F -20 I L w 5'1 I CRAWL SPACE BhIT I I VENT,TOP OF a I ( I FOUNDATION WALL ( ( � CRAWL SPACE �1 F -2G I II I I I II I U J LLD DOWN I 8" FOUNDATION WALL •J I II � I I I I 4 I G Vi F OM SIMPSON R J DOWN CRAWL SPACE VENT,TOP OF CRAWL SPACE VENT,TOP OF FOUNDATION WALL ( I I I FOUNDATION WALL SIMPSON HOLD DOWN I STHDIORJ 26-24" 88'i FOUNP I ON PLAN SCALE: 1/4" = 1'- O" 6 4* 1011 FOUNZt AT I Oil FLAN MOTES 1 14 H(XD DOWN AORJ N HOLD DOWN )IORJ I m i I V lu pp d5 IL SPACE TOP OF ?ATION WALL ON HOLD DOWN Q "F -2G ", ... INDICATE CONTINUOUS WALL FOOTINGS © CONTINUE WALL AND FOOTING REINFORCEMENT INTO WALLS AND FOOTINGS THAT ARE PERPENDICULAR TO EACH OTHER. ARE ALL HoDopm AT ENDS Of= © SIMPSON TYPE. ATTACHMENT REMENT5 L TOO WAL AND FOUNDATION ARE PER SIMPSON. ® 5/5'% ANCHOR BOLTS W/T" EMBEDDED INTO GONGRETE SHALL BE INSTALLED AT 48" O.G. MAXIMUM AT ALL 501E PLATES UNLESS OTHERWISE REQUIRED PER THE 5HEARWALL SCHEDULE. ALL 5HEARWALL5 REQUIRE 3 /ibx2x2 PLATE WA5hER SEE 5HEARWALL SCHEDULE. ® ANCHOR BOLTS TO FOUNDATION SHALL BE EMBEDDED - 1 INCHES INTO CONCRETE. EXPANSION BOLTS MAY BE USED AT INTERIOR WALLS (AWAY FROM ED6E OF SLAB OR 5LAB STEP DOWN PER GENERAL STRUCTURAL NOTES. ® A MINIMUM OF 2 ANCHOR BOLT5 SHALL BE USED ON EACH SILL PLATE PIECE. PROVIDE I ANCHOR BOLT MINIMUM WITHIN q INCHES OF EACH END OF EACH PIECE, AND NO CLOSER THAN 4 1/2" TO END OF PLATE. APPROVED City of Rexburg MAY 2 8 9008 �m N DRAWN BY: JOB NO: KDCG 366 CHECKED BY. DATE: J" OCT' O? PLOT DATE: 3 -26 -08 DRAWING N0. FlLE: 366- SM- FOUNDPLM * S1.1 5 1.E 'I OF _ 5 V lu � V O VI Z O O O a � � w REVISION: DRAWN BY: JOB NO: KDCG 366 CHECKED BY. DATE: J" OCT' O? PLOT DATE: 3 -26 -08 DRAWING N0. FlLE: 366- SM- FOUNDPLM * S1.1 5 1.E 'I OF _ 5 FF L� I ILM FF 0 ILE MAIN FLOOR FRAMIN6 PLAN 50AL.E: 1/4" = 1'- O" NORTH i �J J III FRAM I NCS MOTES • PROVIDE FULL HEIGHT DOUBLE 5TUD5 AT ENDS OF SHEAR WALL5 UNLE55 NOTED OTHER WI5E ON PLANS OR DETAIL-5 BLOCK ALL PANEL ED6E5 WHERE INDICATED ON 5GHEDULE. • EDGE NAIL SHEATHIN5 AT BLOCKED EDGES. • ELEVATED SHEAR WALLS TO BE FRAMED OVER DOUBLE J015T OR SOLID BLOCKING UNLESS NOTED OTHERWISE • PRE55L RE TREATED DOUGLAS FIR SHALL BE USED WHERE IN CONTACT WITH CONCRETE. • NUTS SHALL BE SECA)RELY FASTENED AGAINST 50LE PLATE. HOWEVER, NUT AND WASHER SHALL NOT BE RE INTO PLATE. • TYPICAL EXTERIOR FRAMING SHALL BE 2X6 olb"O.G • ALL NUTS SHALL HAVE % "X2 "X2' PLATED WASHERS. • FLOOR 5FEA THIN6 SHALL BE 3 /4" T46 055 OR PLYWOOD W/IOd NAILS 66" O.G. EDGE AND 10" O.G. FIELD • INTERIOR WALLS SHALL BE 2X4 ®Ib" O.G. UNLESS NOTED OTHERWISE • HANGERS FOR FLOOR JOIST TO BE SIMP50N UNLESS NOTED OTHER WISE • SOLID JOIST BLOCKING REQUIRED AT ALL BEARING POINTS. • INSTALL FLOOR 5HEATHIN6 WITH FAGE GRAIN AT RIGHT AN6LE5 TO FRAMING WITH END JOINTS 5TA66ERED. • USE DOUBLE FLOOR JOISTS UNDER ALL LOAD BEARING WALLS RUNNING PARALLEL_ WITH FLOOR JOISTS. • USE DOUBLE FLOOR JOISTS UNDER ALL SHEAR WALLS RUNNING PARALLEL WITH FLOOR JOISTS. NAIL BOTTOM PLATE TO JOISTS W/ I6d NAILS AT 3" O/G • USE DOUBLE JOISTS TO SOLID BLOCK UNDER ALL SHEAR WALLS RUNNING PERPENDICULAR TO FLOOR JOISTS. NAIL BOTTOM PLATE TO BLOCKING W/ I6d NAILS AT 3" O.G. • SHEATHING SHALL BE ARRANGED 50 THAT THE WIDTH OF A SHEET IN A SHEARWALL SHALL NOT BE LESS THAN 2 FEET. APPROVED City of Rexburg MAY P. 95PR `i 1!1 ,A, DRAWING NO. FILE: 366- S1.2 -MFFP * S1.2 51.2 OF V ua 1L V U < � o z� z 0 �O � �o W z �IL -� o DRAWING NO. FILE: 366- S1.2 -MFFP * S1.2 51.2 OF ROOF FRAMINS7 PLAN 5GALB 1/4" = V- O" APPROVED City of Rexburg MAY 9 ,:,:a GENERAL STRUCTURAL NOTES GENERAL RD IREMENTS FOUNDATION CONCRETE 1 THESE DRAWINGS, NOTES MO DETAILS ON DRAWINGS SHALL THE I COVER Cam.) MOOD Imat.l PREFAB WOOD TRUSS ORAVVINGS ALLOWABLE BEARING PRESSURE COLO W'FATHER CONCRETING GLUE- LMINAIFO BEAMS EGLI M"UFACIURER THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF ACCORDING TO THE REFERENCED BUILDING CODE URGE EMBED ITEMS SHALL BE HEATED TO AT LEAST 32 F PRIOR TO CL BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4 AT SIMPLE SPAN AL PREFABRICATED TRUSSES SHALL BE DESIGNED BY THE PROFESSIONAL CARE AND COM%EIENESS NORMALLY EXERCISED UNDER U AT 6' O.C. PLACEMENT N CONCRETE. BEMIS AND 24F -V8 AT CMBR£VEAED AND MULTI-SPAN BEAMS, UNO. MANUFACTURER, SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEERS IN THIS GEOTECHNICAL REPORT 04 AT 6' O.C. AND SHALL HAW THE FOLLOWING MIN PROPERTIES: J4 OR LARGER OR SIMILAR LOCALMES. THEY NECESSARILY ASSUME THAT THE WOW ENGINEERING SYSTEM SOLUTIONS RECOMMENDS THAT A GEOTECHNICAL FROZEN SUBGRADE SHALL BE THAWED TO THE MINIMUM FROST DEPTH Fb =2.400 PSI Fr - 265 PSI Fc (PARALLEL) - 1650 PSI DESIGN DEPICTED WALL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND /OR AN REPORT BE COMPLETED PRIOR TO CONSTRUCTION. N THE EVENT THAT A AS SPECIFIED N THE BASIS FOR DESIGN. Fc (PERPENDICULAR) - 650 PSI E = 1,800,000 PSI BOTTOM CHORDS OF ROOF TRUSSES ACTING AS CEILING MEMBERS MUST WORKERS WHO HAVE A WORKING OF THE APPUCABLE CODE G GEOTECHNICAL ORT IS NOT PROVIDED, ENGINEERING SYSTEM BEP OSFI WELDED WRE FABRIC BE ABLE TO SUPPORT A to PSF NON - CONCURRENT LIVE LOAD PER THE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD SOLUTIONS ASSUMES NO LJMILITY FOR THE ENGINEERING EXPERTISE CONCRETE TEMPERATURE WHILE PLACING SHALL BE 55' F AND BEAMS SHAT BE MANUFACTURED W/ 2000' RADIUS MIN CAMBER UNLESS GOVERNING BUILDING CODE REQUIREMENTS. GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS. N IS UNDERSTOOD THAT THE NORMALLY PROVIDED BY A REPUTABLE GEOTECHNICAL ENGINEER. MAINTAINED OVER THE NEXT 72 HOURS. THE MAXIMUM ALLOWABLE TEMPERATURE DROP GYM THE NEXT 24 HOURS 15 57 F. CONCRETE CAMBER IS SPECIFICALLY NOTED ON THE DRAWINGS. DESIGN OF TRUSS SHALL BE PER THE WADS LISTED IN THE BASIS FOR CONTRACTOR WALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE ENGINEERING SYSTEM SOLUTIONS ASSUMES NO LIABILITY FOR TEMPERATURES SHALL BE CHECKED AT LEAST 2 TIMES PER DAY AND LAMMTEDVENEER WMBERILVLI DESIGN. FOR ALL MISCELLANEOUS WORK NOT EXPLJCITY SHOWN, GROUNDWATER OR OTHER MEANS OF FLOODING. NOT CLOSER THAN B HOURS. EVIL SHALL HAVE THE FOLIDWNG MIN PROPERTIES: 101 AT 12' O.C. MOCELEANEOU5ITEAU FOUNDATION PREPARATION WHEN CONCRETE IS PLACED IN COLD WEATHER CONDITIONS Fb =2,600 PSI FV = 285 PSI FP (PERPENDICULAR) - 750 PSI THE TRUSSES SNAIL BE DESIGNED TO CARRY ANY ADDITIONAL LOADS DUE TO MECH UNITS, OVERHEAD DOORS, ROOF OVERBUILDS, UP OR DOWN CALCULATION AND DESIGN OF MISCELLANEOUS NON - STRUCTURAL ITEMS, AS A MINIMUM THE EXISTING SUBBASE SHA BE FREE OF COBBLES ACCELERATOR ADMIXTURES MAY BE USED WHEN CONCRETE STRENGTH IS Fc (PARALLEL) = 2310 PSI E = 1,900.000 PSI LATERAL OVERTURNING FORCES, ETC..., SUCH AS STAIRS, PAIUNGS, NON-SIR RAE WALLS AND PREFABRICATED STRUCTURAL TEARS, SUCH AS FLOOR AND ROOF TRUSSES, ARE NOT URGER THAN 12" IN DAMEIRR AND SET OR CLAY DEPOSITS. INCREASED BY 25X (750 PSI MIN) AS SPECIFIED IN CONCRETE SECTION. PRIOR TO REMOVAL OF FORMS VINO SHORING, CONCRETE PARALLEL STRAND LUMBER INN DESIGN MUST ALSO TAKE INTO ACCOUNT UNBALANCED SNOW LOADS, SNOW INCLUDED AND ARE TO BE PROVIDED BY OTHERS UNLESS SPECIFICALLY EXISTING SUDASE SHALL BE SCARIFIED FOR 12' DEPTH AND COMPACTED STRENGTH SHALL REACH 1000 PS COMPRESSIVE STRENGTH UNLESS PSL SHALL HAVE THE FOLLOWING MIN PROPUMES: DRIFTNC, INCREASED SNOW LOWS ON EAVES AND IN VALETS, IMPACT NOTED ON THESE DRAWINGS. (95% DRY DENSITY), AND 8' OF WEE.- GRADED 3' MINUS GRANULAR NOTED OTHERWISE. 8088 LOADS FROM FALLING SNOW AND ICE, ETC_... 185 MATERIAL BE PLACED ON EXISTING COMPACTED SUBBASE AND COMPACTED R Fb =2,900 PSI W = 290 PSI Fc (PERPENDICUEM) - 750 PS BE CONSTRUCTION MEANS AND METHODS (95X DRY DENSTY). A DETAILED REPORT SHALL BE SUBMITTED WITH THE CONCRETE NCI Fe (PARALLEL) = 2900 PSI E - 2,00OOKI PS TRUSS MEMBERS SHALL BE DESIGNED FOR COMBINED STRESSES BASED THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY 00 NOT HEW WS HER FOOT DESIGN AND PROTECTION PROCEDURES PRIOR TO PLACEMENT OF IDES PER SOWS FOOT ON THE WORST LOADING CONDITION. TRUSS BEARING LENGTHS SHALL NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE GRADE 15 DEFINED AS FOLLOWS CONCRETE TO THE ENGINEER. LAMINATED STRAND LUMBER MQ EXCEED WIDTH OF SUPPORTING ELEMENTS AS INDICATED ON PUNS. SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, INTERIOR FOOTINGS: TOP OF SLAB ED ESE SHALL HAVE THE FOLDAING MIN PROPERTIES: TRUSS WERE RESPONSIBLE HANGER SPECIFICATIONS FOR: SEQUENCES AND PROCEDURES. R SHALL BE THE CONT PERIMETER FOOTINGS: PAD GRADE OR NATURAL GRADE BEFORE SUB ON GRADE OR CONCRETE OVER STEEL DECK NE TRUSS-TO- TRUSS; TRUSS -TO -BEAM; TRUSS -TO- LEDGER RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING, LANDSCAPING. 1 -1/2' MAX AGGREGATE SIZE Fb -1,700 PSI FV = 400 PSI Fc (PERPENDICULAR) - 650 PSI MFIR FORM -WORK, ETC... AS REQUIRED FOR THE PROTECTION OF LIFE AND W HIM Pc (PARALLEL) - 1400 PSI E - 1,300,000 PSI TRUSS BRACING PROPERTY (INCLUDING UTILITIES) WING CONSTRUCTION. CONSTRUCTION EXTERIOR FOOTINGS: TOP OF PERMANENT EXTERIOR PAVING OR CONCRETE CONTRACTOR SHAT FOLLOW AGE 302 AGGREGATE SPECIFICATION USING N CUM THE TRUSS MFR SHALL INDICATE PROPER BRACING OF MEMBERS AS WELL MATERIALS SHALL BE PLACED ON THE STRUCTURE SUCH THAT THE DESIGN AT LEAST 5 FEET WIDE STARTING AT THE BUILDING PERIMETER. MIN OF /8 AND 14 AGGREGATES TO PROVIDE A WELL GRADED ORIENTED STRAND BOARD (USE) AS BRACING FOR TRUSS ERECTION. LOADS ARE NOT EXCEEDED. THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED. SUB ON GRADE AGGREGATE MIX. OSB SHALL BE PERFORMANCE RATED BY THE AMERICAN PLYWOOD ASSOCIATION (APA). RATED SHEATHING SHALL COMPLY W/ I.C.C. REPORT INSTALLATION POUNDS PER SOYA FOOT SUPPORT BY 6' OF 3' MINUS MATERIAL COMPACTED TO 95X DRY CONTRACTOR SHALL PROVIDE CONTROL JOINTS AT 2 TQ 3 TINES THE NO. NER -108. EXPOSURE I. INSTAL PER MANUFACTURER'S THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTA OF THE DIMENSIONS,INSERTSANDOPENINGS DENSITY SLAB THICKNESS IN FEET O.C. EACH WAY (IE) 4' SLAB =B' TO 12' JOINT RECOMMENDATIONS. APA -RATED PLYWOOD AND OSB MAY BE USED TRUSSES PER THE TRUSS MFR'S RECOMMENDATIONS AND SPECIFICATIONS, THE CONTRACTOR SHALL. BE RESPONSIBLE FOR VERIFICATION OF ALL SRG SPACING). INTERCHANGEABLY, PLYWOOD SHAT BE FIVE-PLY SHEATHING CONFORMING NO WEB OR CHORD MEMBERS SHALL BE MODIFIED IN THE FIELD W/O DIMENSIONS, CONDITIONS AND ELEVATIONS WITH ARCHIIECTIAiAI DRAWINGS FOLLOW AO 302.1 RECOMMENDATIONS FOR PLACING CONCRETE, CURING, STD TO APA -THE ENGINEERED WOOD ASSOCIATION W/ GRAN PERPENDICULAR PRIOR WRITTEN APPROVAL OF TRUSS TIER. PRIOR TO STMT OF CONSTRUCTION. THE CONTRACTOR SHALL INFORM THE AND OWDY CONTROL TOP NO BOTH TO SUPPORTS. PLYWOOD MAY BE ORIENTED PER SHEARWALL SCHEDULE IBFOE AND OBE ARCHITECT IN WRITING OF ANY DISCREPANCIES OR OMISSIONS NOTED ON *nm AST` I-D6T REINFORCING STEEL PROVIDE MOCNNG AT PANEL EDGES WHERE INDICATED ON PLANS ALL TRANS THE DRAWINGS. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT BACKFII IYWA SHEATHING SHALL CONFORM TO THE FOLLOWING NOMINAL THICKNESS, HOLDOWN ANCHORAGE REPORTED BEETLE START OF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. W FQF NS AFPANMFS WPM IN BACKFILL SHALL NOT BE PLACED ACAINST EXTEIOR WN15 UNTIL 7HE INTRNR AD nAw cvcicu tau an GRADE SPAN RATING AND NAUNG PATTERN UNO: .., THESE DRAWINGS, NOTES MO DETAILS ON DRAWINGS SHALL THE I COVER OLERANCE TYPE GRADE ASTM STD WALLS (15 OR SMALLER) PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. BACEEILL AND RECOANPACT ALL TRENCHES. WALLS (IB OR LARGER) Z' 1/2' AIID SLABS. BEAMS AND COLUMNS 1 1/2' 3/8' (MIN 90x DRY DENSITY) U AT 6' O.C. ALL MELDED BI 60 A706 WA CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS 04 AT 6' O.C. Bd AT 12' O.C. J4 OR LARGER 60 A615 40/20 FOR ARCHITECTURAL, MECHANICAL. PLUMBING AND ELECTRICAL WITH DRAINAGE 5/8' p OR SMALLER b A615 8d AT 6' O.Q APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PPoOR TO CONSTRUCTION. PROVIDE ADEQUATE DRAINAGE AWAY FROM THE STRUCTURE OSFI WELDED WRE FABRIC 60 AIRS 8d AT 12' O.C. 3/4' FA: COX CLEAR COVER 48/24 STANDARDS CONCRETE ALL DIMENSIONS NOT NOTED AS "CUR" ARE TO THE CENTER OF THE BAR. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, RDOfl 60/32 IOd AT 6' D.C. SUCH STANDARDS SHALL BE THE EDITION REFERENCED IN THE GOVERNING MATERIAL MIN COVER FOR NON - PRESTRESSED STEEL (UN.O.) BUILDING CODE. MINIMUM 28 DAY COMPRESSIVE STRENGTH SUB ON GRADE FOOTINGS AND WALLS MO PS MISIGNED FOR 250D) 101 AT 12' O.C. AND CAW SOUL BE TAKEN TO ENSURE THAT EMBEDDED ITEMS ARE TYPICAL DETAILS AND NOTES TYPICAL DETAILS AND NOTES SHALL APPLY. THOUGH NOT NECESSARILY MAXIMUM W/C RATIO Om INDICATED AT A SPECIFIC LOCATION ON PLANS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE CONCRETE SLUMP._... .. .... 4 NOES PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR NAY OUT INFORMATION FOR CLARIFY. CEMENT TYPE.... ..... _ i STRUCTURAL ELEMENT I COVER OLERANCE FOOTINGS AND SUB ON GRADE 3' 3/8' WALLS (15 OR SMALLER) 1 1/2' 3 /3' WALLS (IB OR LARGER) Z' 1/2' AIID SLABS. BEAMS AND COLUMNS 1 1/2' 3/8' IHIGKNE55 MAYERTAES USE SPAN RATING EDGE NAILING I FIELONAKING 7/16' 058 WALLS /HOOF 24/16 U AT 6' O.C. 8d AT 12' O.C. 15/32' OSS WALS/ROOF 32/16 U AT 6' O.C. 8d AT 12' O.C. 1/2' CDX WA 32/16 04 AT 6' O.C. Bd AT 12' O.C. 1913Y 058 ROOF 40/20 Bd AT 6' O.G Bd AT 12' O.C. 5/8' COX ROOF 10/20 8d AT 6' O.Q Bd AT 12' O.C. 23/32' OSFI ROOF 48/24 8d AT 6' O.C. 8d AT 12' O.C. 3/4' FA: COX TUDOR 48/24 10d AT 6' O.t. 10d AT 12' O.C. 7/9' TkC COX RDOfl 60/32 IOd AT 6' D.C. 10d AT 12' O.C. 1/8' T CDX FL00(N 60/32 1 O AT 6' OC. 101 AT 12' O.C. HOEDOWNS SHALL BE SIMPSON STRONG -TIE OR EOUAL AND SNAIL BE INSTALLED PER TIER'S SPECS. VERIFY LOCATION OF HOLDDWNS WITH ROUGH FRAMING LAYOUT TO ENSURE PROPER AND ACCURATE INSTALLATI ON. HOEDOWN ANCHORS AT ENDS OF SHEAR WALLS MAY BE ANCHORED TO THE SLAB WITH EPDXY- GROLTEO NL- THREAD BM IN DRUID HOLE USE SIMPSON SET HIGH STRENGTH EPDXY (ICC ER -5279) OR RATE HIT W -150 ADHESIVE SYSTEM (IOC EP. -5191 ALTERNATE EPDXY SYSTEMS MAY BE USED PROVIDED THAT ICC REPORTS ARE SUBMITTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION, INSTALL PER MEN SPECS. SPECIAL INSPECTION IS REOUNED DURING ALL EPDXY - ANCHORED BOLT INSTA SEPARATE PERMIT AND PREFABRICATED PLYWOOD WEB HOIST APPROVAL MAY BE REQUIRED BY THE BUILDING OEPARIMENT FOR EPDXY PREFABRICATED PLYWOOD WAR I- ASE /PJRUNS SHALL BE DESIGNED. INSTALLATIONS. FABRICATED AND ERECTED IN ACCORDANCE W/ THE LATEST EDITION OF I.C.C. REPORT ESR -1153, HOLDDWNREQUIRWENT5 EMBEDDED ANCHOR BOLTS FOR HOEDOWNS SHALL CONFORM TO THE CONNECTIONS MO BEARING MATERIAL SHALL BE DESIGNED MO TABLE CONTAINED BELOW. BOLT CIA SMALL BE AS SPECIFIED BY SHOP ORAYNNGS NR ENIRIINMENT ........ R A fXIFPoOR CONCRETE FURNISHED BY A JOIST FABRICATOR. HMO" MFR. DOLTS SHALL HAVE STANDARD HOOK OR STANDARD HEX SHOP DRAWINGS SHALL BE SUBMITTED FOR Alt STRUCTURAL ITEMS. SHOP 3% AT NOV CONCRETE LAPSPIICES HEN) AT EMBEDDED ENO. DRAWINGS ARE RENEWED ONLY FOR GENERA_ COMPLIANCE WITH THE LENGTHS SHALL BE PROVIDED PER THE FOLLOWING TABIE (LINED. TACK ADDITIONAL MEMBERS SHALL BE SUPPUED AS REQUIRED TO SUPPORT STRUCTURAL DRAWINGS. RENEW DOES NOT INDICATE THAT THE SHOP ALL CONCRETE SH41 BE REGULAR WEIGHT OF 145 POUNDS PER CUBIC WELDING OF REINFORCING BARS NOT ALLOWED.) MECHANICAL EOUIPMENT. HODOWN ANCHORAGE, HOEDOWN SUBSTMION, MO /OR NROK)RA E DRAWINGS ARE CORRECT OR COMPLETE RESVONSIBRIIY FOR FOOT USING HARD ROCK AGGREGATES CONFORMING TO ASIM C31 CORRECTNESS SHALL REST WITH THE CONTRACTOR. ANY CHANGES, BAR SUBSRMIONS, OR DEVIATI FROM CONTRACT DRAWINGS SHALL BE BATCHING, MIXING. AND TRANSPORTING CLOUDED. ANY OF THE AFOREMENTIONED SHALL NOT BE CONSIDERED BATCHING, MIXING, MO TRANSPORTING CONCRETE SHALL BE PER ACI APPROVED AFTER ENGINEER'S RENEW UNLESS SPECIFICALLY NOTED 3048. ACCORDINGLY. THE SHOP DPMWNGS DO NOT SUPERSEDE OR REPLACE THE 31' ORIGINAL CONTACT DRAWINGS. ANY ENGINEERING PROVIDED BY OTHERS CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND SUBMITTED FOR RENEW SHALL BEAR THE SEAL OF M MO APPROVED BY THE ENGINEER OF RECORD. APPROPRIATELY REGISTERED ENGINEER. ENGINEERING SYSTEM SOLUTIONS 48' SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING PORTLAND CEMENT SHALL CONFORM TO ACT 318 CHAPTER 7.2. DESIGNS PERFORMED BY OTHERS. FIVE WORKING DAYS SHALL BE ALLOWED Is FOR THE ENGINEER'S RENEW. CONTRACTOR SHALL L PROVIDE A COPY OF NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE EACH SUBMITTAL FOR ENGINEERING SYSTEM SOLUTIONS RECORDS. BATCHING MO CONCRETE PLACEMENT, UNLESS APPROVED BY THE 101' ENGINEER OF RECORD OR AUTHORIZED TESTING AGENCY. MDLD MOLD CONCERNS AND PREVENTION IS OUT OF ENGINEERING SYSTEM WATER SHALL NOT BE ADDED AT THE JOB SITE SUCH THAT THE REBAR LAPSCHEOUL BAR (0) UP (L)) 171AP /3 18' 31' /4 18' 31' J5 23' 39" j6 28' 48' +7 36' fit' Is 47' 80" /9 59' 101' 110 75' 126' cif 92' 157' SUBSTITUTION AS ALLOWED BY THE PREVIOUS SECTION, SHALL BE MADE WHERE BRIDGING INTERFERES W/ MECH OR OTHER INSTALLATIONS, ACCORDING TO THE FOLLOWING SCHEDULES: REMOVE BRIDGING AFTER DECK IS IN PUCE AND REPLACE W/ ADDITIONAL WERE SUPPLIED HORIZ STINT BRACING AT TOP AND BOTTOM CHORS. PROVIDE 2' (NOMINAL) SOUD BLOCKING BETWEEN JOISTS AT SUPPORTS. JOIST RANGERS AND OTHER MISCELLANEOUS FRAMING ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON COMPANY OR EQUIVALENT W/ CURRENT I.C.C. APPROVAL BOTTOM PLATES (SOLE PLIES) EXTERIOR WAL OR SHE RONALS: BOTTOM PLATES RESTING ON CONCRETE OR MASONRY SHALL BE TREATED DOUGLAS FIR. BOTTOM PLATES SHALL BE ANCHORED TO THE FOUNDATION W/ 5 /8'0 ANCHOR BOLTS EMBEDDED 7' MIN IN CONCRETE (GRADE A307) ULN.O. SOLUTIONS SCOPE OF SERVICES. ENGINEERING SYSTEM SOLUTIONS SHALL MAXIMUM W/C RATIO IS EXCEEDED. 0. WHERE SPLICES ARE STAGGERED AT LEAST INTERIOR BEARING AND PARTITION WALLS: BOTTOM PLATES RESTING ON BE HELD HARMLESS. TO THE EXTENT OF THE LAW, FOR ALL MOLD ONE LAP LENGTH USE THESE LP LENGTHS CONCRETE OR MASONRY AT NON SHEARWALL LOCATIONS SHALL BE PREVENTION MO MOD RELATED CONCERNS FORMWORK TREATED DOUGLAS FN. BOTTOM PLATES SALL BE ANCHORED TO FORM WORK SHALL RE PER ACT 347R. (b.� WHERE MORE IRAN 1/3 OF BARS ARE FOUNDATION W/ 3 /8'0 EXPANSION ANCHORS W/ 3' EMBEDMENT AT 48' BASIS FOR DESIGN SPl10ETT AT ONE LOCATION USE THESE LAP OC MAX OR 0145'd POWDER ACTUATED FASTENERS W/ 1' EMBEDMENT STANDA ABBREVIATIONS RE PLACING 1I��,L T EMBEDMENT DEPTH OF HOEDOWN ANCHOR BOLTS SHALL BE MEASURED GOVERNING BUILDING CODE:... .... N N li M 1H A M, kw Harm k% HTTI6 5/8" 7 1/4' 5/8' 7 1/4' SSM16 PLACING OF CONCRETE BY MEANS OF PUMPING SHALL BE PER ICI 304.28 HIM 5/8' 9 3/4' 5/8' 9 3/4' SSIB24 COLUMNS, COLUMNS, AND ELEVATED SUBS SHALL BE PER ACI 309R. PM2 5/8' 7 1/4' 5/8' 7 I/4' I UNDER DRIVEN NAILS VALE NOT BE ACCEPTABLE PHD5 5/8' 8 3/4' 5/8' 8 3/4' OOGBE E2-4- PHD6 7/8' 10 1/4' 7/8' 10 1/4' 28 FLOOR HDO8 7/8' 14' 8' 14' 1 28 EEV • SSIML MO DELS SHALL BE PROVIDED AT HOEDOWNS ON 2 -L AND 3V BOTTOM AND CAW SOUL BE TAKEN TO ENSURE THAT EMBEDDED ITEMS ARE STRAP TIE HOEDOWN 1 5' TIE HOEDOWN SEEM S HTH6, PH02 STIO70 HEII PROS SMD14 PHD6 STANDA ABBREVIATIONS RE PLACING LENGTHS AT 32' O.C. MAX. EMBEDMENT DEPTH OF HOEDOWN ANCHOR BOLTS SHALL BE MEASURED GOVERNING BUILDING CODE:... .... 2006 IBC PLACING OF CONCRETE SHALL BE PER ACE 304R. MECHANICAL SPLICE COUPLERS A1ERWEE FROM TOP OF SLAB TO BOTTOM OF ANCHOR BOLT, UNIT ON PLAN. kw Harm k% NRYOW SOOT HER USING AD MATERIAL MECHANICAL SPLICE COUPLERS SHAT HAVE CURRENT ICBO APPROVAL NAILS INCREASE LENGTH OF BOLT AT STMWALL M REQUIRED. GRAVITY DESIGN ROOF IN PLACING OF CONCRETE BY MEANS OF PUMPING SHALL BE PER ICI 304.28 AND SHALL BE CAPABLE OF DEVIDDPING 1255 OF THE STRENGTH OF THE BM ALL NAILS, EXCEPT 16d, SHALL BE COMMON WERE NAILS UNO. I6d NAILS MAY BE SINKERS OR BOX ONO ON PLANS OR SCHEDULES. NAILS SHALL DES DEAD_...... 25 PSF BOTH COLUMNS, COLUMNS, AND ELEVATED SUBS SHALL BE PER ACI 309R. BE DRIVEN SO THAT HEADS ARE FLUSH W/ WOOD SURFACE. OVER OR 0A UE ROOF SNOW LOW ...... 35 PSF REINFORCING STEEL AND EMBEDDED ITEMS SWN1 BE CLEVR AND FREE WELDING UNDER DRIVEN NAILS VALE NOT BE ACCEPTABLE CK IA (SNOW LOAD IMPORTANCE FACTOR) .... 1.0 FROM FOREIGN DEBRIS. WELDING OF REINFORCING RAPS, METAL INSERTS, AND CONNECTIONS OOGBE D IM DRIFTING PER IBC CHAPTER 16 DA OR 4 DIAMETER SHALL CONFORM TO AWS D1.4 BENDING AND SHALL BE MADE ONLY AT NAIL SIZE I 51ANKDA ENGTH ml FLOOR BAG REINFORCING AND OTHER EMBEDDED HENS SHALL BE TIED IN PLACE LOCATIONS SHOWN ON PLANS OR DETAILS. ALL RENFORCING SHALL BE DIM A EVER EEV E1DIA" IN DEAD.... ....... RAE ...... 25 PSF AND CAW SOUL BE TAKEN TO ENSURE THAT EMBEDDED ITEMS ARE BEM COLD. OARS SHALL NOT BE UN -BENT AND RE -BENT. OIWIEM I6d 0.175' MIN 3 1/2' RNN011 A T STANDA ABBREVIATIONS RE MOOR BOLT FD AIIBRCW ONOEIE NSRNIE m Am m MSC hum NSRmE OF STm. OOSIRUEMN ALT A1ERWEE go kw Harm k% NRYOW SOOT HER USING AD MATERIAL TOTAL LOAD. @in an BIKTWD IN BMW KIM DIE FASIQRB Off BOTHM OF FOXING DES BOTTOM O Sim BEST BOTH COLUMNS, COLUMNS, AND ELEVATED SUBS SHALL BE PER ACI 309R. COW 0A UE OEAR 181 MM MASONW LINT OL DIM CK COKREIE ONO C0.4IIAIDA CA OOGBE D IM DBIORON DA OR 4 DIAMETER am IMI ml MGM BAG OEM .. .. .. DIM A EVER EEV E1DIA" IN m NWNG O EM BLIP OIWIEM H FRESH HOOK SRI (1- SECOND PERIOD) RNN011 A T RR FIG FOOINO M (AGE KY GALVANIZED Q. BDE-UNNIVED BAY N DIM CM GENERAL SBULILRLL JIM GI am I= H NN 8088 NOfRNfAL 185 Hum 51RD6WL SHAPE R HIM BE NIBIWTNA DIM ODE w NUID O K KIP (IDED IBS.) NF HEW WS HER FOOT KBE IDES PER SOWS FOOT K9 WS PER 9800E NO O OB9E NEE U R LONG LPs NORMAL tlV WR ONC Is ICAL ED IOU LONG UNORtlILA IT ENT NE WHAM MEN IEOMMOL M O NM WILIRO MFIR TLPIOFIGRIER W HIM IR WSEUAEOA NR OT 10 500E OD N CUM OW OF091E MIND R II III RF FOE PER LIMA FOOT PNF/8 NETAIR! N REIN PR18NRf PE POUNDS PER SOYA FOOT PR POIADS PER SNLWE NN NEIF RNORCD m REQUIRED PIE ROOF vim OINEd SOED SDOU SRG S AIM 9W SIMI SHE SPEffMAIWI STD SIMMMRI Sr. sim IN TOP NO BOTH TAG IBFOE AND OBE TJ *nm AST` I-D6T 10 TOP OF TRANS TRINSR3 TYP IYWA IBC mm BKOD ODE END Imm 8010 OREMIS WERE arm r WN r 11I WE W W IM WERE FABRIC PAR n, 50 PSF NOT DISPLACED WHILE PLACING CONCRETE, 10d 0.148 3 /5 PSF PUCE AND DETAIL SH EET INDEX SHEET NO. CONTRACTOR SHALL ENSURE THAT PROPER COVER 15 MAINTAINED AT ALL BARS SHALL BE DETAILED AND PLACED PER CRSI SPECIFICATIONS AND 8d 0.131 2 1/2 DEFLECTION LIMITS GSN STD ABBREVIATIONS SHEET INDEX AL REINFORCING DURING PLACEMENT. HANDBOOK. DOWEL ALL VIM REINFORCING M FOUNDATION. SECURELY TIE 51.1 ROOF ELEMENTS: TRUSSES MO JOIST PORTION OF SNOW LOAD INCLUDED 2DX ALL BARS IN LOCATION BEFORE PLACING CONCRETE. BOLTS AND LAG SCREWS TOTAL LOAD. ... L/240 CONSOLIDATION ROOF FRAMING PLAN ALL BOLTS SHALL BE INSTALLED IN HOES BORED W/ A BIT 1/16 INCH LIVE LOAD .. ... L/360 CONSOLIDATION OF FOOTINGS, WALLS, SLABS ON GRADE, BEAMS. WIND LARGER THAN THE DIAMETER OF THE BOLT. 53.2 TYPICAL DETAILS COLUMNS, COLUMNS, AND ELEVATED SUBS SHALL BE PER ACI 309R. WOOD SCI FLOOR TRUSSES MO MST EN CLOSER THAN 7 OWETFRS OR ELEMENT WIDENS ON CENTER. 5AWN LUMBER SM CUT WASHERS SHAT BE PULED UNDER BOLT HEW AND O NUTS. SPOIL T OR TOTAL LMO... .. LIVE LOAD.... .... .... L/240 ... . L/620 UNCONFINED FALL EI N SHALL NOT EXCEE 5 FEET. WHERE THE CONGESTION OF F REINFORCING RESTRICTS THE USE OF A SEAWARD GENERAL SAWN TRAILING WARIER SHALL COMPLY W/ THE LATEST EDITION OF THE THREADS TO PREVENT LOOSENING. SOILS Sol BEARING PRESSURE HOSE NOZZLE A REDUCED HOSE NOZZLE MAY BE USED OR AT THE GRADING RULES OF THE WESTERN WOW PRODUCTS ASSOCIATION OR THE LAC DOLTS SHALL BE INSTALLED IN PRE -ORILIED HOLES 40X TO 70% OF 5EI5A11 C DE5IGN CONTRACTOR'S OPTION PORTS MAY BE ROBED INTO THE SIDES OF ME WEST COAST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE THE CIA OF THE LAG SCREW AND INSTALLED BY TURNING W/ A WRENCH. USE GROUP. ..... .. .. .. WALL FORMS. STAMPED W/ THE GRADE MARK OF M APPROVED LUMBER GRADING IF.. 1.0 FOR WIND OR SEISMIC LATERAL EARTH PRESSURE BASEMENT WALL AGENCY. ANCHORS %%(SHORT PERIOD) .. 0.444 EMBEDDED 1EMS LATERAL EARTH PRESSURE CANTILEVERED RETAINING WALL FRAMING ANCHORS, HANGERS AND OTHER EASE HARDWARE SPECIFIED ON SRI (1- SECOND PERIOD) 0.232 EMBEDDED ITEMS SHALL BE PLACED PER ACI 318 SECTION 6.3. DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD- BEARING STUDS PLANS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE CO., INC., SIR C1A55... ... .... ..... .. D W /OUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE OR EQUAAEENT W/ CURRENT I.C.C. APPROVAL LATERAL SYSTEM... LIGHT FRAMED WOOD SHEARWALS CONDUITS AND PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL ARCHITECT. R...... ... ... ..6.5 CONCRETE WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF WHERE METAL CONNECTORS ANCHORS FASIENERS ETC ARE INSTALLED SH EET INDEX SHEET NO. SHEET TITLE SAIL SION SAl2 50.1 GSN STD ABBREVIATIONS SHEET INDEX ASTU STANDARDS. 51.1 FOUNDATION PLAN PORTION OF SNOW LOAD INCLUDED 2DX 51.2 FLOOR FMING PLAN MEALS, ETC.), APPROPRIATE MEASURES SHALL BE TMEN (I,E USE OF APPROVED 52.1 ROOF FRAMING PLAN DIAMETER THAN 113 THE OVERAII THICKNESS OF THE SLAB, BEAM, OR AL ENGINEERED WOOD PRODUCTS SHALL HE MANUFACTURED IN 53.1 TYPICAL DETAILS WIND 53.2 TYPICAL DETAILS PROTECTIVE COATING, ETC.) N ORDER TO PROTECT H ,y „�`� SCI FOUNDATION i FLOOR FRAMING DETAILS EN CLOSER THAN 7 OWETFRS OR ELEMENT WIDENS ON CENTER. 5AWN LUMBER SM ROOF FRAMING DETAILS b _ 1.0 SAWN LUMBER SHALL BE DOUGLAS FIR LARCH, NO. 2 GRADE (UNO). ADDITIONAL REQUIREMENTS. SEISMIC COEIHCIENT (ASD)... ........ ....0.048 RECORD. FABRICATION AND RANDOM SHALL CONFORM W/ THE LATEST ARC AND IN OR EXPOSED TO POTENTIALLY CORROSIVE ENVIRONMENTS OR ANALYSIS PROCEDURE....... EQUNAENT LATERAL -FORCE PROCEDURE ASTU STANDARDS. MATERIALS. (IE. PRESSURE TREATED WOOD, FIRE RETARDANTS, DISSIMILAR PORTION OF SNOW LOAD INCLUDED 2DX EMBEDDED CONDUITS, PIPES, AND SLEEVES SHALL NOT BE LARGER IN MEALS, ETC.), APPROPRIATE MEASURES SHALL BE TMEN (I,E USE OF APPROVED DIAMETER THAN 113 THE OVERAII THICKNESS OF THE SLAB, BEAM, OR AL ENGINEERED WOOD PRODUCTS SHALL HE MANUFACTURED IN CORROSIVE RESISTANT MEIN, PROPER APPLICATION OF MEDIATE WIND WALL N WHICH THEY ARE EMBEDDED AND SHALL NOT SPADED ACCORDANCE W/ ESfl -I387 OR APPROVED EQUAL. PROTECTIVE COATING, ETC.) N ORDER TO PROTECT H ,y „�`� BASIC IAAC MAID D SPED. EXPOSUE.. 90 MPH C EN CLOSER THAN 7 OWETFRS OR ELEMENT WIDENS ON CENTER. 5AWN LUMBER AGAINST DAMAGE THAT MAT ADVERSELY AFFECT R LOA C S LOAD CARRYING CAPACITY. REFER TO WERE FOR SPECIFIC APPLICATION, LIMITATIONS, OR ( \E -P R � �� b _ 1.0 SAWN LUMBER SHALL BE DOUGLAS FIR LARCH, NO. 2 GRADE (UNO). ADDITIONAL REQUIREMENTS. SOILS Sol BEARING PRESSURE 1500 PSF SIZE SPECIES A GRADE SOIL BEARING PRESSURE W 1/3 INCREASE FOR 2000 PSF IM STUDS, BLOCKING, TOP P LATIESID O WAS FIR L ARCH, STU GRADE FOR WIND OR SEISMIC LATERAL EARTH PRESSURE BASEMENT WALL 50 PCF f , N LATERAL EARTH PRESSURE CANTILEVERED RETAINING WALL 40 PCF •.� C.71� MINIMUM FROST COVER 36 INCHES IAN Ez7 A z F W x F a Q A z , CA V KEYNOTES 1. ROOF SHEATHING, SEE PLAN 2. EDGE NAILING, Bd NAILS AT O.C. W /(B) 5051/4 FASTENERS 4' O.C. 4' O.C. 2. EDGE NAILING, Bd NAILS AT 4' 3. WOW TRUSS W/ HANGER, SEE WOOD TRUSS W/ H5 CLIP TRUSS 3. PLAN SEE PLAN IWO TRUSS CHORD 4. 2. BLACK W/ (3) 16d NAILS 4. DOUBLE 2K TOP PLATE 7 5. BETWEEN EACH TRUSS CHORD OF TRUSS 5, GIRDER TRUSS, SEE PUN 7. SHEATHING AS OCCURS 8. WOOD TRUSS, SEE PLAN e. 5/8' GYPSUM WALL BOARD W/ 6d 7. WOOD MS/ W/ HANGER, JUN I AND FIELD (OCCURS WITHIN 4' -0' SEE PUN 10. NO SPLICE IN SHEATHING AT NOTE: GABLE TRUSS NOiE: CRMAL FOR r L FRAME EXTERIOR WAILS fYHJIINNMIG T(1 MTTfIM AF mm LO VAULTED LAG110N5 �WOOD TRUSS AT WOOD TRUSS KEYNOTES: 1. WA10 SIMPSON CUP AT 4' -0' KEYNOTEs: O.C. W /(B) 5051/4 FASTENERS 4' O.C. PER SIMPSON 2. EDGE NAILING, Bd NAILS AT 4' 1 O.C. ALONG ENTIRE LENGTH OF WOOD TRUSS W/ H5 CLIP TRUSS 3. (3) 16d NAILS THROUGH BRACE SEE PLAN IWO TRUSS CHORD 4. 2.6 a 4' -0' LONG MIN 4. DOUBLE 2K TOP PLATE BRACE AT 48' O.C. 5. (2) 16d NAILS INTO BOTTOM CHORD OF TRUSS 6. DOUBLE 2K TOP PLATE 7. SHEATHING AS OCCURS 8. (3) 16e NAILS AT 24' O.C. e. 5/8' GYPSUM WALL BOARD W/ 6d COOLER NALS AT 6' O.C., EDGES JUN I AND FIELD (OCCURS WITHIN 4' -0' OF GABLE END) 10. NO SPLICE IN SHEATHING AT AT CONTRACTORS OPTION SEE GABLE TRUSS NOiE: A FRAME EXTERIOR WAILS fYHJIINNMIG T(1 MTTfIM AF mm j1 WOOD TRU AT WOOD STUD WALL KEYNOTES: 1. EDGE RMUNG 8d NAILS AT KEYNOTEs: 4' O.C. 2 2. RDOF SHEATHING, SEE PLAN 1 3. WOOD TRUSS W/ H5 CLIP 3. WOOD TRUSS W/ HS CUP SEE PUN SEE PLAN 4. DOUBLE 2K TOP PLATE 4. DOUBLE 2K TOP PLATE APPROVED 5. WALL SHEATHING AS OCCURS S. WALL SHEATHING AS OCCURS 6. TRUSS WW1 4- NAILS EACH City of Rexburg 6. 2. BWGGNG W/ (4) 16d NABS 6 i BETWEEN EACH TRUSS 1 JUN I NOTE: i A AT CONTRACTORS OPTION SEE DETAIL 3/56.1 m a F W A �.M W O 0 a 2 WOOD TRUSS AT WOOD STUD WALL t i KEYNOTEs: i. EDGE NARRNG Be NAILS AT 4' O.C. 2 2. ROOF SHEATHING, SEE PUN i 3. WOOD TRUSS W/ HS CUP SEE PLAN 4. DOUBLE 2K TOP PLATE APPROVED 6 S. WALL SHEATHING AS OCCURS 6. TRUSS WW1 4- NAILS EACH City of Rexburg i 5 JUN I i n WOOD TRUSS AT WOOD STUD WALL S • XEYNOES: 1. IOd WAILS AT 4' O.C. 2. CONT 2. BOTTOM PLATE ATTACHED PER GSN OR SHEA RWA L SCHEDULE (NOT SNOWNI 3, CONT 2. BOTTOM PLATE W7 AB SIZE AND SPACING PER CSN OR SHFARWALL SCHEOLRE 4, FLOOR SHEATHING PER PLAN 5, BLACKING BETWEEN EA JOIST W/ (4) HBd MAILS PER BLOCK 6. COURE 2X TOP PLATE 7. COIN 2. BOTTOM PLATE W/ HILTI X- CF.138.2 1 /2' SHOTRN AT 32' O.C. 8. CONT CONCRETE FOOTING PER RAN AND SCHEDULE 9. FINAL OWE W/ ADEQUATE MOISTURE BARRIER 10, COMPACTED SUBGRADE PER GSN 11 CONCRETE WALL PER PLAN 12. 44 DOWEL AT 18' O.C. W/ STD Ham AT BASE 13. FINAL GRADE PER ARCH 14. BRICK, SEE GSN FOR ATTACHMENT AND ARCH FOR WATER PROOFING REQUIREMENTS 15. WALL SHEATHING PER PLAN AND SHF.ARW'ALL SCHEDULE LE Dwau we WOOD STUD WALL AT FOUNDATION KEY'('US; I . FLOOR SHEATHING. SEE PUN 2. FLOOR JOIST. SEE PUN 3. DOUBLE 2X TOP PATE 4. COED 2. BOTTOM PLATE W/ MILD X-CF .138.2 1/2' SHOTPIN AT S2" O.C. 51 CONT CONCRETE FOOTING, SEE RAN AND SCHEDULE FOR SIZE AND ROW S. COMPACTED SURGBADE, SEE GSN 7. FINAL GRADE W/ ADEQUATE MOISTURE BARRIER 8. (2) 16d NABS INTO TOT PLATE INTERIOR WOOD STUD WALL AT FOUNDATION KEYhY?7-5: 1. IOd MAU AT 4 O.C. 2. FLOOR SHFAT"C, SEE PLAN 3. 16d RAILS AT 4' O.C. 4. WOW JOIST. SEE PLAN S. 2. WOOD STUD WALL 8 CONCRETE WALL„ SEE PLAN AND SCHEDULE FOR SIZE AND RENFOM2NG 7. r4 DOWa AT 12' O.C. W/ HOOK AT BASE 40'L iS 8. CONT 2. BOTTOM PATE w/ MILD X -CF .138.2 1/2' SHOIPIN AT 32' O.C. 9. CONCRETE SLAB ON GRADE, SEE PLAN 10. COMPACTED SUBGRAM, SEE GSN 11. COME CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND FIDWORCIG 12, TRIAL GRADE. W/ ADEQUATE MOISTURE BARRIER 11 DOUBLE 2. TOP RATE; SEE LAP SPLICE QUAIL (TYP) 14. DOUBLE JOIST AU GI W/ WALL 15. CONT 2X BOTTOM PLATE, SEE GSN FOR ATTACHMENT REOUIEMENTS, 16d NAI AT 6' O.C. MIN n WOOD STUD WAL AT FOUNDATION K0101ES 1, 10d HAILS AT 4' O.C. 2. CONT 2. BOTTOM PLATE W/ AR, SEE GSN OR SHEARWALL SCHEDULE FOR SIZE AND SPACING 3. CONT 2. SILL PLATE 4. FLOOR SHEATHING, SEE PLAN 5. (2) 16d NAILS INTO EACH JOIST 6. FLOOR JOIST, SEE PLAN 7.. DOUBLE 2. TOP PLATE 8. CONCRETE WALL, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING S. 2. STUD WALL 10. CONT 2. BOTTOM PLATE W/ HILTI X -CF .138.2 1/2' SHOTRN AT 32' O.C. It CONCRETE SLAB ON GRADE 12. /4 VERF. DOWEL AT P O.C. OR 5 VERT. DOWEL AT 11' D.C. 13. COMPACTED SUBGPADE 14. CONT CONCRETE FOOTING, SEE RAN AND SCHEDULE FOR SIZE AND RDNF 15, FINK GRADE I6. BRICK, SEE GSN FOR ATTACHMENT AND ARCH FOR WATER PROOFING REOUIREMEMS. 17. WAN. SHEATHING AS OCCURS NOTES. A BRACE BASEMENT WALLS PRIOR TO BACKHWNG 8. WATERPROOF PER ARCH ri 1 WOOD STUD W A F OU N DAT ION to Q F W A z Q 0 a W z Q A z O W APPROVED City of Rexburg JUN I 1 2008 n WOOD STUD WALL AT FOUNDATION S4 • NEYNOTES: 1, CONE 2X BOTTOM PLATE W/ AB, SEE GSN OR SHEARWAL SCHEDULE FOR SIZE AND SPACING 2. 10d NAILS AT 4' O.C. 3. CONT 2. ALL RATE 4. FLOOR SHEATHING, SEE PLAN 5. FLOOR JOIST, SEE PLAN 6. 2. TOP RATE 7. CONCRETE WALL SEE RAN AND SCHEDULE FOR SIZE AND REINFORCING 8. 2. STUD WALL 9. CONT 2. BOTTOM PLATE W/ HILTI X -CF .138.2 1/2' SHOTRN AT 32' O.C, 18 CONCRETE SUB ON GRADE I1. 4 VERT. DOWEL AT 7' O.C. OR 5 VERT. DOWEL. At 11' D.C. 12. COMPACTED SUBORADE 13. CDNT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE ARD REINF 14, FINAL GRADE I5. BRICK, SEE GSN FOR ATTACHMENT AND ARCH FOR WATER PROOFING REQUIREMENTS. 16. WALE. SHEATHING AS OCCURS 17. BLOCKING AT 24' O.C. W/ (2) 16d NAILS AT FA BLOCK NOTES: A. BRACE BASEMENT WAILS PRIOR TO BACKFILUNG S. WATERPROOF PER ARCH KEYNOTES - il 1. COAT 2. BOTTOM PLATE W/ 08, SEE M OR SHFARWALL ° -�-: 4 SCHEDIRE FOR SIZE AND SPACING 2. IOd WAS AT 4' O.C, MIT T 2. SILL PLATE 4, FLOOR S}RAHINC, SEE PUN 5. WOW GIST, SEE PUN 5 6. CONCRETE WAL SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING 6 7. CONCRETE TOOTING. SEE PLAN AND SC EMU FOR SIZE AND REINFORCING 8. FINAL GRADE W/ ADEQUATE 7 MOISTURE BARRI6t 6 9. COMPACTED SLRGRAOE, SEE GSN tO. FRO° GPA)E, SEE AM FOR - AKKDONK INFORMATION 11, SEE FOR A TTA C HMENT 3' _..... NO A AI'R ARCH fOR OR WATER PROOFING REWIEMENTS 12. WAIL SHIEABING AS OCCURS, SEE °V AM BALL SCHEDULE WOOD STUD WALL AT FO UNDATION K0101ES 1, 10d HAILS AT 4' O.C. 2. CONT 2. BOTTOM PLATE W/ AR, SEE GSN OR SHEARWALL SCHEDULE FOR SIZE AND SPACING 3. CONT 2. SILL PLATE 4. FLOOR SHEATHING, SEE PLAN 5. (2) 16d NAILS INTO EACH JOIST 6. FLOOR JOIST, SEE PLAN 7.. DOUBLE 2. TOP PLATE 8. CONCRETE WALL, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING S. 2. STUD WALL 10. CONT 2. BOTTOM PLATE W/ HILTI X -CF .138.2 1/2' SHOTRN AT 32' O.C. It CONCRETE SLAB ON GRADE 12. /4 VERF. DOWEL AT P O.C. OR 5 VERT. DOWEL AT 11' D.C. 13. COMPACTED SUBGPADE 14. CONT CONCRETE FOOTING, SEE RAN AND SCHEDULE FOR SIZE AND RDNF 15, FINK GRADE I6. BRICK, SEE GSN FOR ATTACHMENT AND ARCH FOR WATER PROOFING REOUIREMEMS. 17. WAN. SHEATHING AS OCCURS NOTES. A BRACE BASEMENT WALLS PRIOR TO BACKHWNG 8. WATERPROOF PER ARCH ri 1 WOOD STUD W A F OU N DAT ION to Q F W A z Q 0 a W z Q A z O W APPROVED City of Rexburg JUN I 1 2008 n WOOD STUD WALL AT FOUNDATION S4 • NEYNOTES: 1, CONE 2X BOTTOM PLATE W/ AB, SEE GSN OR SHEARWAL SCHEDULE FOR SIZE AND SPACING 2. 10d NAILS AT 4' O.C. 3. CONT 2. ALL RATE 4. FLOOR SHEATHING, SEE PLAN 5. FLOOR JOIST, SEE PLAN 6. 2. TOP RATE 7. CONCRETE WALL SEE RAN AND SCHEDULE FOR SIZE AND REINFORCING 8. 2. STUD WALL 9. CONT 2. BOTTOM PLATE W/ HILTI X -CF .138.2 1/2' SHOTRN AT 32' O.C, 18 CONCRETE SUB ON GRADE I1. 4 VERT. DOWEL AT 7' O.C. OR 5 VERT. DOWEL. At 11' D.C. 12. COMPACTED SUBORADE 13. CDNT CONCRETE FOOTING, SEE PLAN AND SCHEDULE FOR SIZE ARD REINF 14, FINAL GRADE I5. BRICK, SEE GSN FOR ATTACHMENT AND ARCH FOR WATER PROOFING REQUIREMENTS. 16. WALE. SHEATHING AS OCCURS 17. BLOCKING AT 24' O.C. W/ (2) 16d NAILS AT FA BLOCK NOTES: A. BRACE BASEMENT WAILS PRIOR TO BACKFILUNG S. WATERPROOF PER ARCH KEYNOTES; t. SIMPSON CSIG STRIP Wi 6d NMLS AT 4' O.C. 2. 2. WOOD STUD WALL PER PLAN 3, 2+ SOLID BLOCKING UNDER STRAPS R. WALL SHEATHING PER PLAN AND SHEARWALL SCHEDULE N(JIES A AT COK MACTORS OPTWN STRAP MAY BE CONTINUOUS OVER OPEN04G 8. STRAP SHALL. BE PLACED ON EXTERIOR OF SHEATHING C, WAIL PANELS ABOVE ANT) /OR BELOW OPENINGS DWI BE CONSTRUCTED AS SAW SHEARWALL. TYPE AS ADJACENT FULL-HMI(T PANEL PER PLAN AND SHFARWALL SCHEDULE 3 if 4Ai Ii 11 111 it i3 it li 11 11 11 n n u rt la II II Ir I rl n Ci IS 11 BEAM it li KI Il li II i 1 II 11 11 II MI 6! .I it 41 (1 tl 11 II Ik II S. A35 CUP. SEE SCHEDULE ON THIS II II tl II fi It 11 11 ti 11 1I 11 6 2. II 71 11 I( II 11 Ii II 11 11 11 it 6. 121 16d TOE NAILS AT EA ORDER g 11 11 !1 li 11 it 11 31 11 6EMtCONYECTI04 11 FI II 11 11 11 J 1 2 OR LESS 0 It ii ii tl II II TIE fl II it it II 11 II II 3 II 11 11 II II !1 RI 11 it 11 11 II II li 11 I I 11 IT Ii 31 t! u u it n 1 11 u 11 u n n u u 11 n n u ul a 11 n u n ul n n !I 11 III !I it II 11 ii :II II It 11 11 III 11 II II 11 IQ til ai 17 41 It O b O I K %oT 5. 1, 316' OR I/2^ SOLID PLYWOOD PANEL WITH Bd AT 6' O.C. AT EDGES 2. NAIL TOP AND BOTTOM CHORD TO FRAUING PER DETAILS OR SCHEDULE 3. SOLID 2x BLOCKING AT EA EDGE OF PLYWOOD PANEL 4. SOLID 2x DIAGONAL TO PROVIDE ADEOUATE LATERAL STRENGTH S. SOLID 2x FRAMING AT EDGES OF BLOCK - TRUSS PLATE AT CORNERS PER MANUFACTURER NOTES €S: A SHEAR PANEL USING EITHER PLYWOOD PANEL OR PREFAB TRUSS BLOCKING TO BE INSTALLED PER DErARS 8. BLOCKING AT TOP EDGE TO BE VERTICAL ® WHERE INSTALLED UNM LOAD BEARING WALLS. OTHERWISE BLOCKING MAY LAY VERTICAL ® OR HORIZONTAL CM C. TRUSS MANUFACTURER TO DESIGN PREFAB BLOCKING FOR LATERAL FORCE OF 36N y SIMPSON C516 STRAP AT WINDOW OPENING T TYPICAL SHEAR PANEL BLOCKING 1 KEYNOTES . -. 1. WO BEAM PER PLAN 2. 121 164 TOENAILS AT EA SIDE OF BEAM 31 COLUMN WIDTH 4. BUILT-UP STUDS OR POST PER 4 PLAN S. A35 CUP. SEE SCHEDULE ON THIS SREET FOR OUANDWES SLWCONNECRON AT TOPPLATE G GIRDER TRUSS PER PLAN 6 7. CUP ON EACH SIDE OF GIRDER LINO 6. 121 16d TOE NAILS AT EA ORDER g 7 TRUSS -- ---�'' 6EMtCONYECTI04 COLUAVi WIDTH AJS CLIPS J 1 2 OR LESS 0 7 1 2 OR LESS 1 GIRMK TRUSS CMNECTION Al TOP PLATE diEATER THAN T2 BEAM AND GIRDER TRUSS CONNECTION 7 1 2 2 NS 5; I. YIifOD POST PER WAY 2. SOLID 2. BLOCKING BETWEEN FLOOR tNATCH COLUMN WIDTH AND DEPOT FROM AB04E7 KFYt.(3IF5: 1. STRAP FROM END W UPPER LEVEL SMEARWALL WHERE INDICATED ON PLANS. INSTAL ON WL STUD IEOGE NAIL SHEATHING At DOUBLE STUD] Z. FULL HEIGHT Od18lE STUDS AT EA END OF SHEARWALL LINO ON %X15 (FACE NAIL DOUBLE SR105 wl E6d NAILS AT 16^ D.C.) 3. EDGE riAIUNG AT ALL SHEATHING PANEL EDGES PER SHEWWNI SCHEDUlE15TAGGER NAILS AT WILE PLATE OR STUDSI 4. HOLDOWEN TO FOUNDATION W/ REQUIRED ANCHOR BOLT OR STRIP TO LOWER LEVEL AT ENDS OF SHEARWALI. WHERE INDICATED ON PLANS 5. AfIQKKNt BOLTS TO FOUNDATION OR HAAS TO LOWER FRAMING PER SHFARWALL SCHEDULE 6. CONT 2. BOTTOM PLATE ATTACHED PER CSN OR SHFARWALL SCHEDULE KNOT SHOWN) 7. FIELD NNIRLG AWAY FROM PANEL EDGES PER SHFARWALL SCHEDULE IL SOUR, 2x BLOCKING AT AL PANEL EWES 9, 2. WOW STUD WALL PER PLAN IQ. PROVIDE ADDTIONAL KING STUDS AT OPENING PER PUN OR SCHEDULE Ii. DOUBLE 2x TOP PLATE PER LAP SPLICE DETAIL tTYPN 72. CONTINUE TOP PLATES OVER HEADER 13. WOW BEAM PER PUN 14. TRIMMER STUD UNDER HEADER WIONOE ADDITIONAL TRIMMERS WHERE INDICATED ON PLANS 13. WALL SHEATHING PER PUN AND SNFARWKL SCHEDULE 16. SOLID BLOCK TO RECEIVE STRAP AT OCCURS PER WAN rB SOLID BLOCKING BETWEEN FLOORS iy TYPICAL SHEAR PANEL BLOCKING a a F W A Q U a ('I APPROVED City of Rexburg S3 .2, KLYNOTb 7.. 141 t6d NAILS INTO FA ROOF FRAMING MEMBER 2. 2.8 (MINE CONT BEARING PLATE 3 TDE NAIL OVER - BUILD TN TO BEARING PLATE W/ l31 16d HAILS MIN 4. ROOF SHEATHING PER PLAN 5. 2. OVERBUILD FRAMING PER PUN 6, TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER PER PLAN 7, 2. STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE CENTERED BETWEEN MAX SPARE 8. ROOF SHEATHING ISNEAM LOWER ROOF PRIOR TO CONSTRUCTION OF OVER - BUILD) S. WOOD TRUSS PER PLAN 10, 131 T6d NAILS INTO EA ROOT' FRAMING MEMBER 11, 2.6 IMINI CONE BEARING PLATE 12. EDGE NAILING Bd HAILS AT 4' O.C. NOTEi. A BEVEL CUT BOTTOM CHORD OF OVERBUILD TRUSSES AS REQUIRED CONNECTION NA:UfNG DISTANCE FROM CORNERS TO CENTER OF STRAP EQUALS WIDTH OF DUAL (MAXI SHEAR SNFA7EisPtC MAY BE ENEERRUPTED AT INTERSECTING _ JOIST OR TRUSS BFARWG ON PL B GIRDER. TOENAIL 3 8d BRIDGING TO JOS7, TOEIWL EACH ENO ,_ ,_„„ (2� Fo SIMPLE FRAMING; AT WOOD TRUSS SALE PLATE TO JOIST Ot BIQCKMG, FACE NAIL .. I6d AT 16 R.C. TOP PLATE TO STUD, END NNL TO EACH STUB A 3 SAID TO SOLE PLATE •�._. 4 Bd TOENAIL OR 2 IBd ET'H NMI WUBlE STU05 FACE NAIL. UNIT 16d AT 24 O.C. DOUBLE TOP PUTS$ FACE BO R60 AT 16 O.C....._ _ TOP PLATES UPS AND INTERS €CTION51 FACE NAIL 2 Hid CEBJNG JO'STS TO PLATE TOENAIL 3 Bd CONTINUOUS HEADER TO STUD TOENAIL _._ G CEILING JOISTS INS OVER PAAi1TI0NS, FACE NAIL 3 t6d CEILI JOISTS TO PAAALEL RAFTERS, FACE NAR NG 3 /6d RAILE OR TRUSS TO PLATE, t0E NNE, HHOq HOL30V'NS BUIlO -UP 1 ORNER SRID5, UNO I6d AT 24' O.C. NOTE'. A MINIMUM NAILING SPECIFIED HEREIN SHALL BE PROVIDED UNLESS NOTED OTHERWISE ON PLANS. DETAILS OR GSN. COMMON OR BOX NAILS MAY BE USED, 16d NAILS MAY BE ERHER COMMON OR SINKER B. NAILING NOT NOTED OTHERWISE SHALL BE PER 18C TABLE 2304.9 .1 O EY nOTh TYP I. 0 6d FOR f3 THRU 48 D . 8d FOR 49, 410 AND 411 1 0 a 10d FOR 414 AND 418 TYP 2. EXTENSION 6'd' FOR 45 AND WI. SMALLER 12'd' FOR 46 THRU t8 3. MINIMUM FINISHED BEND OA FOR _ STIRRUPS AND T83 ONLY I 4" FOR 15 AND SMALLER 1 5� 6d FOR i6 THRU 18 ri 84 FOR 19 THRU 711 J tf A d =BAR DA SIERROP AND TIE HOK30 OTfS =,T I -iK B. ALL REINFORCEMENT SHALL BE BENT COLA BLESS NOTED OTHERWISE ON PLANS OR DETAILS TYP e a IVt._ - ON Ali GTHEN R17NFORGNC. MINIMUM NAILING SCHEDULE 1 STANDARD REBAR BENDING DETAILS xl 0 ' © o �M NI o 4D PU KEYNOTES: I. BOTTOM OF CONCRETE FOOTING OR FOUNDATION 2. SLEEVE SZE TO PROVIDE 1 /2' MIN CLEARANCE AROUND UTILITY PIPE 3. UTILITY PIPE 4. LEAN CONCRETE FILL PLACE PRIOR TO FOOTING PLACEMENT. FORM SAME WIDTH AS FOOTING 5 CLEARANCE EOUAL TO SLEEVE IAA 16' MINI 6. 3' - MAX WIDTH. WHERE TRENCH WIDTH EXCEEDS 3' -0' NOTIFY STRUCTURAL ENGINEER PRIOR TO PLACEMENT OF FOOTING 7. BACKFILL AND RECOMPACT TRENCH PER SOIL REPORT AND SPECIFICATIONS B. BOTTOM OF TRENCH PARALLEL TO FOUNDATION SHALL NOT BE CLOSER THAN I TO 1 SLOPE FROM BOTTOM EDGE OF FOOTING M l il t ( � ( �' Y= � ' 6. f / 4 7 _s _. O 11"� 7. <+ / DISTANCE FROM CORNERS TO CENTER OF STRAP EQUALS WIDTH OF DUAL (MAXI SHEAR SNFA7EisPtC MAY BE ENEERRUPTED AT INTERSECTING 1. WALL SHEATHING PER PLAN AND J � ... .. �• SHEARWNl SCHEDULE 6 5 2. HOEDOWN PER PUAN Fo SIMPLE FRAMING; AT WOOD TRUSS 3. 2,1 WOOD STUD WALL PER PLAN 1 4. CONCRETE WAll. PER PLAN A 3 S. WOW ATTACHMENT PER HOEDOWN WALLS UND ON PLATES, NAIL TO CONNECTOR SCHEDULE 6. EDGE NNUNG PER SHEARWAIL 3 6 4 7. 2. DOUBLE STUD 8. 64 POST SPACER STUD AS SHOWN 9. WOOD JOIST PER PLAN PLAN SEC91aN,a 10. 2. TRIPLE SAID HHOq HOL30V'NS CJP!Iba 27 } 2 1 ! 8. FINE FACENAIL AT 6' O.C. F �Q 4 C [} 9 8 4 5 PLAN Y!F\l' cEC(:VNB (E tCUNC HTk PHD: LTE Hf3Q Ht}l0T}1YN INTERKM SHEnIHtNG nI INTERIORSHE.ATHING AT CORNER WALL IN`RRCECIIOn' O O iN {N(TI P_iXfJ iFI 10400Ti`1G ti TYPICAL OVERBUILD FRAMING % TYPICAL SHEAR SHEATHING Al WALL INTERSECTION S TYPICAL CONCRETE CORNER (PLAN] � TYPICAL UTILITY TRENCH AT CONTINUOUS FOOTING 6REWf 10 1 z 2 ^ / 777 ry AC HON KECT�nNE ME" AND ITHDRI HRL'1(iN'R w TYPICAL HOLDOW'N SCHEDULE - `aI 0 RLYNF1TEi_ I. CONNECTION WITH NAILS OR SIMPSON HANGER PER PAN 2. WOW ROOF JOIST OR RARER 3, PR WOOD ROOF' TRT I GIRDER DER IRIS OR TIP TRUSS i 2 2 3 } NSF (:'TOTES. 1. CONCRETE WALL W/ RE9NF PER FOUNDATION DETAILS AND PLANS 2, CORNER BARS TO MATCH SIZE AND SPACE OF HMZ RELIEF IN WALL %kYN07E*.: 1, 64 DOWEL TO LAP AND MATCH W41. REINF 4' 24� 2 14 DOWEL TO MATCH FOOTING 24' 241 3. COMPACTED SUBGRADE PER GSN Nal A. ITEMS SHOWN BUT NOT NOTED PER FOUNDATION DETAILS DEEP IUNLH iHAUIOiY TRENCH EPDXY ANCHOR AT HOEDOWN SCHEDULE SIMPSON MIN 80LT/ FOOTING FFNIXY GROUTED WAIL EPDXY GROUTED HOLDOIN ALL-THREND . MIN EMBED MIN EMBED HU16 5f8 8 10' IM22 i 5/8` t0' 12 • o m EPDXY -GROUT ALL- THREAD TZAR 14 DRILLED NO.E USING: -_ 1. HRLTI HIT HY -150 ADHESIVE ANCHOR SYSTEM (ICBO REPORT NO. 5193) 2, SIMPSON STRONG -TIE SET ADHESIVE ANCHOR SYSTEM (ICDO NO. 5279). INSTALL THE ABOVE SYSTEMS PER THE ICS° REPORT AND MOR•S RECOMMENDATIONS. THICKEN FOUNDATION TO PROVIDE 3 INCHES CONCRETE COVER (MIN) AT LOCATIONS WHERE HOL°OWNS OR EPDXY - GROUTED ANCHORS ARE TO BE INSTALLED, ALTERNATE EPDXY GROUT SYSTEMS WE/FN CURRENT ICBO APPROVAL MAY BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL a <T CGNNECtK1N KEYNOTES 2 x / (3) I6d NAILS 1. WALL SHEATHING PER PLAN AND I 1 SHEARWNl SCHEDULE 6 5 2. HOEDOWN PER PUAN Fo SIMPLE FRAMING; AT WOOD TRUSS 3. 2,1 WOOD STUD WALL PER PLAN 1 4. CONCRETE WAll. PER PLAN A 3 S. WOW ATTACHMENT PER HOEDOWN CONNECTOR SCHEDULE 6. EDGE NNUNG PER SHEARWAIL 3 SCHEDULE 4 7. 2. DOUBLE STUD 8. 64 POST J _. ._,._..._. 9. WOOD JOIST PER PLAN PLAN SEC91aN,a 10. 2. TRIPLE SAID HHOq HOL30V'NS 2 I.. 1 F �Q 4 C [} 9 4 PLAN Y!F\l' cEC(:VNB (E tCUNC HTk PHD: LTE Hf3Q Ht}l0T}1YN 10 1 z 2 ^ / 777 ry AC HON KECT�nNE ME" AND ITHDRI HRL'1(iN'R w TYPICAL HOLDOW'N SCHEDULE - `aI 0 RLYNF1TEi_ I. CONNECTION WITH NAILS OR SIMPSON HANGER PER PAN 2. WOW ROOF JOIST OR RARER 3, PR WOOD ROOF' TRT I GIRDER DER IRIS OR TIP TRUSS i 2 2 3 } NSF (:'TOTES. 1. CONCRETE WALL W/ RE9NF PER FOUNDATION DETAILS AND PLANS 2, CORNER BARS TO MATCH SIZE AND SPACE OF HMZ RELIEF IN WALL %kYN07E*.: 1, 64 DOWEL TO LAP AND MATCH W41. REINF 4' 24� 2 14 DOWEL TO MATCH FOOTING 24' 241 3. COMPACTED SUBGRADE PER GSN Nal A. ITEMS SHOWN BUT NOT NOTED PER FOUNDATION DETAILS DEEP IUNLH iHAUIOiY TRENCH EPDXY ANCHOR AT HOEDOWN SCHEDULE SIMPSON MIN 80LT/ FOOTING FFNIXY GROUTED WAIL EPDXY GROUTED HOLDOIN ALL-THREND . MIN EMBED MIN EMBED HU16 5f8 8 10' IM22 i 5/8` t0' 12 • o m EPDXY -GROUT ALL- THREAD TZAR 14 DRILLED NO.E USING: -_ 1. HRLTI HIT HY -150 ADHESIVE ANCHOR SYSTEM (ICBO REPORT NO. 5193) 2, SIMPSON STRONG -TIE SET ADHESIVE ANCHOR SYSTEM (ICDO NO. 5279). INSTALL THE ABOVE SYSTEMS PER THE ICS° REPORT AND MOR•S RECOMMENDATIONS. THICKEN FOUNDATION TO PROVIDE 3 INCHES CONCRETE COVER (MIN) AT LOCATIONS WHERE HOL°OWNS OR EPDXY - GROUTED ANCHORS ARE TO BE INSTALLED, ALTERNATE EPDXY GROUT SYSTEMS WE/FN CURRENT ICBO APPROVAL MAY BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL a <T CGNNECtK1N �I --L - J 2 x / (3) I6d NAILS L - .� I 2x OR 5 SIMPSON H/NGIDR 3 LARGER 4 -0 Fo SIMPLE FRAMING; AT WOOD TRUSS 6 CONCRETE FOOTING AT CONCRETE WALL. 3 2 LE Hn .A'A i&? SHEr•,..ft1LR5':. _YI,cELEN(.TL MI - ^:.A :.tt NARSAwNc SFtICF LENfiH OVER 20' S -d ��.... 36 I6d LESS THAN 20' 4 -0 24 lbd YEY111T" 1. EDGE NAILING PER SWARWALL SCHEDULE 2. WALL SHEATHING PER PLAN AND SHEARWJALL SCHEDULE 3. LOCATION OF STRAP AT END OF SINENEWALL., SEE PLAN FOR TYPE OF STRAP 4. FULL NEWT WOOD STUD TV 5. Hid FACEHAIL AT 16' Q.C. EVN0!b 1. SPLICE LENGTH PER SCHEDULE 2. DOUBLE 2x TOP PLATE 1 NMS BETWEEN SPLICE LOCATION STAGGERED PER SCHEDULE NOTEi. A SPLICE REQUIRED OVER ALL SHEAR WALLS AND WHERE SPECIFICALLY NOTED ON PLANS 6. SPECIFIC SPLICE REOUERED DO NOT APPLY TO INTERIOR NON -SALEM WALLS OR TOP OF PARAPET WALLS C. ALL TOP PLATES SHA BE SPUCED AT STUD LOCATIONS 1 6 +Q - 2 TYPICAL EPDXY ANCHOR DETAIN. xl a a F W A a U a H KEYNOTES. KEYNOTES: 1. CONT CONCRETE. FOOTING PER 1. SANGER JOINT DEPTH EQUAL TO PLAN AND SCHEDULE 2. COMP TED S BGRADE EF N PROVED 2. CONCRETE WALL PER PLAN City /�/y 3. SEE PUN FOR FOOTING 1 ity o f " ' exbul g ELEVATIONS �./ •J A7 4. f4 'Z' BAR TO MATCH GONE RFINE 18" VARIES � � 18• . L L' V t7 S. COMPACTED 111BGPADE PER GSN 'r TT TYPICAL TOP PLATE S t / - ? - \ STEP IN FOUNDATION "3\SAWCLT JOINT IN CONCRETE SLAB ON GRADE x 1111111 VIOL X11664 xt HPlmi 1 s�.l sHEARwALLsd4Ebuu — I I — RNG MEMBiR SUPPORIING SHALL — LjLS-ACLL) AT 16 ANCHOR O BOLTS TO FOUNDAWN 5HAII , BE LUBELE"D C IN HE' INTO I:0 %� N,,RF It I XPA u', il�JPS VA' 9- AT NltRWk A? A[ S R ' - (AWAY FROM FDGF OF SLAB 09 SLA9 ST(. PF ;�NCRk STRUI."J�k 3 A '�INtvulj Or 2 ANC HOR BO TS SHALL BE US"ll '�'N IA CH S I T' IIIIitl it?UVIDI, I A �—QR Y;Nlk'+Al Al'-.N 9 INC;FS ')F EACH ENE) Or EACH f l,CE AND NO (A OY R THAN 4 /I ' :C LU O A 4 PROiAOF PULL HU; "T DOUBLE SUDS AT '44 1, uNII NOtf (A 0 I AN 1! EILL-4 Alt PANEL EUGLS AND F NAT Al LE-C WT. -':- -ARI%ALL CJNST Yr-,ION UvjAj 6 SFEATHfNC SHAL 91 ARRAR(;IC �.D THA PIE 5,ID Or A IN' A —1A4W-tl W LIE LL_I, T1,A 2 r�Fl 7 ttLVATED StIFAR 4AL,5 TO FIE FIR-Y 04E LI J5 .:C R G. I D "ITED v IFRvW;- FOR 5( H Tc} 3/,1" THICK F OIJfl, � AIN�, i SIO'll T �J' ) "e' I-, TE PoT, rL"' 5 1/2 (MIN} WEI NAIS SHALL BE 0SI'D 9 6' LLNC SOS SCRfWS SHAT L ENCAGE BOTH PLATE AND iRAWNC 'o PRESSURE TREAT-1 COUCLA", i-t SIM I Er NS ' �0 wt, ' �IRF N 'Q',lAC A17 L 31 NUTS ',�HAL! RF SFCJR,�'Y FAS!Wrl'. SILL 'ttTF H),*lF`,IfR, Nv 1%0 AAShtk ,Alit V" 9 Rtrf;SD 94L O[A,r 12 A+L NUTS SHALL. HAW PLATE NASHFRs - iiELDNAKING BOTTOM PLATE ATTACHMENT MARK SHFATHING MATERIAL EDGE NAILING �,/RV AE 48' OC 1 0 A //16" OS,R POCKfD ONE VIE j Th.4 L F51 AT f, ' 0 C eki Ai j" 0 Ibd 1TliUYzFl 1 5 112' O . C . 5/8 AB X' 42' O 00 7/1(" O.S.P. ;i s�p. a-2o m- CT &A-L &j AT 4' U 8d U.C t66 7ACC Ar 4' O.0 C) , 13 "KED OW SIX WALL� VFV'%`N` AT 5/8"0 AB AT_ 1 7" 0 C M; PANEL ED, SHALL a 'L% 2. OR 60 AT 3 OX 2" ac 91Q-F 3,, 1 1611 STAGA�,ERFD Ar 3r' O,C, Or f: 6h cTyp) w/j3d !AA; is AT 4" kne-1 : 5 m o Wood be-1.oc,% o. .40� Wmad 44 ` O Y &_r i > IAJ is i ...................... I. APPROVED i CA City of Rexburg v"I Ij JUN v It- !2\ r Cc - K 7 (D-Z- - K0 C?T 0 e Tly -------- wl �p e)eAM ul _- R007 FRAN"\C, rlL-AN (Z) zlao LVL �3 Ile. 1. 1'/?- LV L (I) via (4) 7-1,6 S GY PCs+ 3 / y '` T.r& Plywood 'F16 Ske"' "kn trYQ) 4vl 16l,4 !�k«t5 AT 4' AT P^vv —I edjes AM !2 "C7.G, in e1 ;rt�ca woe l t'uwt' Below. 4 r 1i I Ti TTTF II I I I I I I I l I I i f t I 1/f 9 II II ! 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S:.A:. 161 BE BECE55E'J .110 DC • T'/GKAI WORE JR EF 4 .SNA._L - 2At ' ALL ND IS L lAYF # Y2 IW Fl EL 1 5 • ILOO 5 At '14 $,AL BE a' T &t D N 11l, PF,-111, 'W /ian Ais 66 O EDGE Al) .D DO FliLLD • N}ERO WAIL SL, BE H @IG O €'_'; 11111 OT.SlEW IS f • MMKYiS OR LOOR jOIST 1. HE S M SR4 111,EFS GlfD O1MEN W1SE • 50!_9 vnllll B'OC G • R ERAtp O W+iN 11n JOIN SIACCMED A NC1 :GOES T[1 • D" DOB E EipOq 1WS QNGER ALL LOAD OTAq W ..K RUN-1- tE T(TI. OJN • JSE CG NL1 EL Ks-x 6C S 11EEA AL �F R AL15 B,11.11O PAR4 L5L NT. tLOLW 10 4 Nn:L YOTICV FLATC T6 IS W/ 16a ..Ls AT J O/C • USE DOJB E C5T$ TO $S,1D 6LCC✓ DIDtR ALL SIFAN A'-,S Rv11 Nt ER`0101C LAN.. 10 FLOOR 1.1 IAL 6:T G -All TG 610 NNG W'/ 1Ed I s AT J' 0C • SH THfNC SMALL BE ARRANGES SO T A WYD7- .. A ,Mt €T " A .ME.WALL SMA , NGT H L'SS 1 AN ! - 'Ell Q'e." y1 sche14le. tt,� ,, Y , u 7 1# LvL 45r 31&X11 LUt- . __J { NG WAIN FLOOR FRAMING }°LAN (0 3 1y X C IL �► $z 4© rrr35 n. s sv5 z ,37111.11 APPROVED City of Rexburg WN 1 1 2008 r f i I I f I i 4 z IL w GQ UL Q UL AGG r. PLOD OADE: 6 -03-06 DRAWING NO. OF C-1 SpAfl� I TJ I O 07 X�`lll �111 —Z 7" V) ._._ �._ _ �. - • I �F. /'1 x 7 JE4T Tp3 CG f,wv TV 6ke -5 I � I I � w,�11 � I � -t`r t b IATT14 IF OD r; � � `� 'r F t.S I stw IT 16 � I PE'ib(o o i 1� I w 1 5 "TT t 1, EA 'w T 5—E o 'n 2 1 TO, Ol -LL 4 CE L — 55'-61- F=^ Nr ON F! AN scl- i MARK FOOTING SCHEDULE 0 SEE I'm No WAS FOR wnmG FOORNG ROFFQRCRIG F I 16 1 t`S T FOOTING WITH BOTTOM STEEL SEE PLAN AM OETAIS FOR C FOOTING REIMFOKM 61 3' I lf—W, —,'GTI FOOTNG WITH TOP & BOTTOM STEFi MARK DINIEWSIONS CONTINf A is > TNFORCr--T-N-O W1,5 AN� ''7,,-NCI 1l1, AlE FOOTING REINFORCING THICK I nqTH_ awt F3.0 0'-10* 1 3-0' 3 (4) 14 BARS EPICH WAY, BOTTOM 83.5 0'-10' 3-r 3 (5) 14 9M EACH WAY. BOTTOM 84.0 W-10* 4'-0' 4'-0* (6) #4 M EACH WAY, BOTTOM WFI.3 W -10' i' -6' CONE (2) 14 SMIS CONT, BOTTOM WFU (r 1'- 2'-0r CONT (2) t 4 Z7 BOTTOM _ __ =1 RW& O i'-0' i'-0' -O' 3' -0' CONT (") F O.C. TRUMME TOP & nOM 14 AT 24" W scl- i MARK TYPE THICKNCSS REINFORCING VERTICU CONTINf A is > TNFORCr--T-N-O W1,5 AN� ''7,,-NCI 1l1, AlE Cwl CONCRETE 10 E14. J4 At IS' O.G. #4 AT 10 O,�- #4 AT 12' O.C. f"us V 5 RwA. W O AR' CONCRETE z �EO'AOILI's T, CW3 CONCRETE C.GW 80.TS 1/1' EWE= 100 E N— aP At IS' O.C. (SEE DETAIL FOR OM SPACIN 14 AT 12 O.C. ' WALLS REUME SPECIAL INSPECTION AS M"(D IN THE INSPECTION SECTION Or THE GSN. 5 -E—AL- %C�TECTVtE A� L C5) --- ams 'o DUVO 9 s"k, 6E " — RE �,$ KI IT NTE.DR VIAL-S 0 ` -AE E-4) -'El ulf;k (") v—'y w , --(A lUE -ROIDE 4O-1 El, O EIC PE m ' [) NI) ',0— — 1 1 TO EID UT T`U L WALL SCHEDULE MARK TYPE THICKNCSS REINFORCING VERTICU 7 Cwl CONCRETE a* J4 At IS' O.G. #4 AT 10 O,�- #4 AT 12' O.C. CW2 CONCRETE z 14 AT 12 O.C. CW3 CONCRETE At IS' O.C. (SEE DETAIL FOR OM SPACIN 14 AT 12 O.C. ' WALLS REUME SPECIAL INSPECTION AS M"(D IN THE INSPECTION SECTION Or THE GSN. APPROVED City of Rexburg I JUN 7 z Z "RAPI gyr No K06 - (:-4 rKrD Ry DATE PLOT DATE: 1-29-08 DRAWING NO. OF