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SITE PLAN - 12-00556 & 12-00557 - Upper Valley Ear, Nose, & Throat - Site Plan
Part of Lot 2, 5lock 11 of the original Rexburg Towr5ite, C t� of Rexburg, Idadison County, Idaho per the Recorded Plat thereof/ described a5: Beeinnine at a point that 15 Noo °15100 "UJ 51.50 Feet alone the East line of 5a id Lot 2, From the 5outhea5t corner of 5a id Lot 2/ 5a id point being a recovered Iron Rod/ and running thence 559 °45,04''t 330.03 feet: thence Noo °14'41 ''UJ 44.3 alone 5a id West Line to the South Bank of the Rexburg Irrigation company Canal: thence alone Said South 5ank the following two (2) cour5e5- (1) N54 °56113I' l (oo. (ol Feet: (2) N31 °3a'40'' 21.90 Feet-. thence 551 °23104 "E 61.13 feet to the existing edge of the a5pha lt: thence alone 5a id edge of asphalt Following Four (4) Oour5e5: (1) 50x05 (0111" 51.31 Feet. (2) W'40'16''E 32.333 feet+ (3) 5 441561E 24,59 Feet: (4) 569 °133TE 15.0.2 feet to the East line of Said Lot 2: thence 500°15'00" 110. (o2 Feet alone Said East line to the Point of see inn ine. Parcel contains 033(o a0re5/ and i5 5ub jest to exi5tine i�htS= o =�Uay and Easement& of record. 11�J1 -0 Q / / LOT 2 RATIONALE METHOD FOR DRAINAGE CALCULATION- Q =CIA WHERE V =(.2 OR.9) X .9 X AREA X 2 NR /12 VOLUME 2 - VOLUME 1= AMOUNT OF 5.I` DRAINAGE REQUIRED �} PARKING NARD5CAPE AREA= 14,890 5F. ROOF NARD5CAPE AREA= 9410 5.F, TOTAL NARD5CAPE AREA- 24,000 5.F. VOLUME 2z .9 X .9 X 24,000 X 2 NR /12: 3240 5.F, VOLUME 1- .2 X .9 X 24,000 X 2 NR /12r 120 5F. TOTAL STORM WATER DRAINAGE REQUIRED= 2520 5,F. � � LAND5, AREA \� 1 INSERT A TEE SADDLE W\ 5 5` / EXISTING FIRE TAP W [U W— W 5 WATER LINE HYDRANT 2250 GPM MINI S /� W PER 2009 IFC W TABLE BI05.1 _W LAMP P05T , LANE)5CAFE AREA z@ SNOW SIORACzE AREA 1938 SQ. FT. SIDEWALK MUST CONNECT TO EXISTING SIDEWALK 51DEWALK FROM 2nd SST % / / / / / / / / / / / / / / / / / /// 182 -611 LANDSCAPE AREA 61 -011 H16N PRIVACY PENCE ON ENTIRE SOUTH PROPERTY LINE 20' -011 — ADa Access wv� M PARKMS Ai�A J � i i AC �� C� C> k Gj� C n]�w 66146 AD A P. --T-c,9,%< b iZAE 4 M-4 51DEWALK FROM 2nd SST % / / / / / / / / / / / / / / / / / /// 182 -611 LANDSCAPE AREA 61 -011 H16N PRIVACY PENCE ON ENTIRE SOUTH PROPERTY LINE - u <r- i K� i / / 5 5UIIILDING OUTLINE 6620 5F, MAIN FLOOR OF STRUCTURE TYPICAL CRAWL SPACE FOUNDATION 4 TYPICAL 2X6 WOOD CONSTRUCTION 15C BUIDING CONSTRUCTION- VE3 Q OCCUPANCY 5-LIMITED 5U51NE55 ZONE Wu P" /T EWA ExIiA�R fT k SIDLK 293.26 589 °48 04'IW LANDSCAPE AREA Q LANDSCAPE AREA L LI N up 0 V11 R THIS AREA INCLUDED IN DRAINAGE CALCULATION5 FOR 5TORM WATER DRAINAGE ,45FHALT [DRIVE AND PARS N ` VINYL FENCE 5URROUNDING GARBAGE CONTAINER \ W1 CONIC PAD � LAND5CAPE AREA PLACARD , ' 51GN6 FOR 0•�:Jv} DA PA% KMG PLACARD SIGNS FOR ADA PAWMG 201 -01 LU 11XII I5 44LF 5CALE 587 °0 ®'18 "E 6,' 4'X6' MIN. 8' -0" FROM PROP. LINE EXISTING ELECTRIC LME- CONNECT HERE LAMP POST — 241-011 / 681 -111 / LU / I Q 0-) EXTERIOR LIGkTINe [DETAIL LOT S.F.= 36,610 5.1= LANDSCAPE AREA= 11/70/ 32% SNOW 5TORAGE AREA= 1,640/ 20% 4 INDICATE5 DIRECTION OF DRAINAGE FLOW — - - — INDICATES PROJECT PROPERTY LINE INDICATES FRENCH DRAIN 4' -0" DIAMETER w /8' -0" DEEP WASHEDNRAM ROCK FOR SITE DRAINAGE F: Vx/ z ' A�, X201=011-----T J'MMp 8 PAIRCEL 0.536 Acres i -- -f6' =1011 '1 ® 5 f TE PLAN SNOW STORAGE = 640 50, FT PROPERTY POUNDARI' POE3 M 0 } r J,�►NUAKT L(U13 ADa Access wv� M PARKMS Ai�A - u <r- i K� i / / 5 5UIIILDING OUTLINE 6620 5F, MAIN FLOOR OF STRUCTURE TYPICAL CRAWL SPACE FOUNDATION 4 TYPICAL 2X6 WOOD CONSTRUCTION 15C BUIDING CONSTRUCTION- VE3 Q OCCUPANCY 5-LIMITED 5U51NE55 ZONE Wu P" /T EWA ExIiA�R fT k SIDLK 293.26 589 °48 04'IW LANDSCAPE AREA Q LANDSCAPE AREA L LI N up 0 V11 R THIS AREA INCLUDED IN DRAINAGE CALCULATION5 FOR 5TORM WATER DRAINAGE ,45FHALT [DRIVE AND PARS N ` VINYL FENCE 5URROUNDING GARBAGE CONTAINER \ W1 CONIC PAD � LAND5CAPE AREA PLACARD , ' 51GN6 FOR 0•�:Jv} DA PA% KMG PLACARD SIGNS FOR ADA PAWMG 201 -01 LU 11XII I5 44LF 5CALE 587 °0 ®'18 "E 6,' 4'X6' MIN. 8' -0" FROM PROP. LINE EXISTING ELECTRIC LME- CONNECT HERE LAMP POST — 241-011 / 681 -111 / LU / I Q 0-) EXTERIOR LIGkTINe [DETAIL LOT S.F.= 36,610 5.1= LANDSCAPE AREA= 11/70/ 32% SNOW 5TORAGE AREA= 1,640/ 20% 4 INDICATE5 DIRECTION OF DRAINAGE FLOW — - - — INDICATES PROJECT PROPERTY LINE INDICATES FRENCH DRAIN 4' -0" DIAMETER w /8' -0" DEEP WASHEDNRAM ROCK FOR SITE DRAINAGE F: Vx/ z ' A�, X201=011-----T J'MMp 8 PAIRCEL 0.536 Acres i -- -f6' =1011 '1 ® 5 f TE PLAN SNOW STORAGE = 640 50, FT PROPERTY POUNDARI' POE3 M 0 } r J,�►NUAKT L(U13 � cA 1 1 Z CV M 0 0 ° w -� II T C �< < <- LU + �z T� II Illl_IIII_IIIL Gee / LLI I' II II SITE PLAN DRUJN 5Y: DLA DATE: JAN 2013 SCALE: Iii = 30' -011 Sheet Number 1101 -011 40' -0" - - - - - 60' -011 2' -01' 1 JANUARY 2013 ,--------- 14' -10 1/2" 12' -5 1/2" 1' -11 1/2" 4' -6 1/2" 6' -2 1/2" 1'-11/2" 12' -1" 20' -2 1/2" 13' -10 1/2" 51-0 / 11 5' -011 2' -011 -y- <7 II I Div FLY 1 W. P, C1 r � I I r4 07 % EMPi 911 II' -II/2" _ bl & � veCV cz ATN �n REF. - WAITING OFFICE 02 N - -_; BREAK ROOM ;' 5' -0" ADA OFFICE - q o TURNING RADIUS ' � � ALTN 4 - U *ell 0 LL V- 0 "x2' -0" 3' -0 "x2' 0" �0, @ - - - -- - - - - -- — LL N N I/211 2' 10' 3' 1/2" 1' II' 1/2" 'Q •d' 4' -9 - -�" -1" -3 -9" -I Hv G �; •� CHASE 211 -9" / ON � FOY `^ ------------ N Cad � C�V � _ F OFFICE #3 � � _ WAITI% AREA – Z - ca START ALL MEA5UREME TS CT ICA AN EL R L PANEL FROM _ -.. 1111..._ I_. 1 _.I. ll 1111_.. -... _. _... -_.. .I_.. I L_. 1L.. 1111._. ___ 1__ , .. .I. Il .. -_ 1111.. _ 1111 .__._ 1111.... - _111.1 1111...- __._ .__. _._. _... .__ T141S CORNER 4 -0 2 -0 4 -0 2 -0 4 -0 2 -0 _ __ 3J __ _ 's IT - - —^ 10' 1/2" 10' 1/2" 10' 1/211— 10' 112" 4' 9 I/2" 12' -10" ; ; GAS STORAGE r1 10 -1 112" -2 -4 -2 -4 11� e L_______1�____JJ ADA ACCESSIBILITY r - - - -� 'n I I I FOR SINK THIS ROOM IL E7 N \ m N i u i ,� = 501LED CLEAN \� L_Q_J C.T. '0�'1— '"2 an tl � \\ = XAM M EXAM RM EXAM 8103 EXAM RM 04 = = = PROCEDURE RM 12 �'- '- TYP. ALL DOORS T P. ALL DOORS MOP slrbc _ � � ff— � SUPPLIES 11 111 � � 11 '}II 11 �II V `� � � 11 711 J'� LI �" - - - , _ I ,i _%k N 101-11/211 10' -2 1/2" 10' -41/2" 101 -2 1/2" 10' -S" * 4'-611 12' -10" 5' 11 1/2" l' 5 "- 5' -0" aC f -u N EXIT 8 1 1/2" N cn ri 12' -S 1/2" 13'-51/2" 5' -0" 6' -11 1/2" 12' -3 U2" 51 -3" 12'- 111 12'-41/2" 6' -0" 13' -101, _ @ f U HIGH 1 - III `t N m 9�- fl-- ° i � lui I I u4 ,ILA I STORACx it � / 5' -0" ADA �`, - - -, -- PROCEDURE RM 9 AUDIO LAB ;TURNING RADIUS; _ QL � � _ �)•R SUITE � � Lu $ATN 3; NURSES STATION N I _ _ 11 ,�, l' -S 1/2 1' 1 a - - -- �: _ 1' -8" e„ J — Yell 0 r-- ---------- ----- - - - - -- � 15� -9" 4'-111/2" 13' -2" - I LU I I I W I � �.1-i. �---- -- - - -- -0- -0 -- EMPLOYEE I AUDIO v �n 41 01t = a$ TN 5 �, ocKE r BOOTH `° � �— _ Q �; ° FIT LOOKERS BELOW WINDO11.5 L____J 11' -II" '' 6' -0" ° ° 5' -6" 8' -4 I 6' -II 112" 12' -3 112" 5, 011 N o CABINETS �, 11/2" "-------------- - - - - -- 3' -41/2" 10' -011 �. 12' -10" p Y qy M 4, -0II 2' -0` AI -011 2,_/1111 ���( /� (/�/}EF BALI. 'RC�Y RM Y/ F K C FITTI� �rT /r/1 ICE _ a' ' _ pp z1 I Vi I I 4' 1/2" 4' -6I/2" - PHONE TRIAGE Qi_CII -10" 1' 3" I' -10' 9' 8 I/211 1 /DATA I AREA o - REC. AREA = OFFIC Cn % 84 ♦eG I -- -- 6 -1 112�� �/'�/'� I' AUDIO BOOTIa `n �— DRINKING - -- -, %' u-I- = r--------------- - - - - -- 411 5' 0" OPENING IN WALL ------ W QI _ _ / 5 -0 ADA _______- 1--- ---- ----- - - -1__ __ i p� IGN WALL ON SIDES- LOUDER IN CENTER FOR AD PLAY Alma = URN(NCx RADIUS - GILL IN� `r 1 AUDIO - ' BOOTH v v __ -- � a� N � � � � � � I ,�, I I N II II II � Jl� 9il 8, - L 5' 8" 4'- 10 "1' -4" ______ ____ __ ___ ----------- ___F___________�_- ________ -_J L - -- - -J `— ' ; 5' -0" OPENING -___ i -------- - - -_ -_ �___(n.) II II ��} - II II 4 0 2 -0 5 -9 U2 2 -3 f „ (� NIGH WALL ON SIDES LOWER fN CENTER FOR ADA 5' -0" 10' -6 Ill" 4' -0 1/2" 6 -11 I/2 ,. - _C5 \ 12' -ll i � -f�} II II II II it II II II 'C ===�/ WAITING LNG JR�/ Wa1T I1 - �jJj' I 'I I' 'I "` ¶— JL LJ RR i� i i i = C\t 1 II N – FOYER WAITING AREA�_R�_�� TUIRNIING RADILISI �___�' �, 12' CEILING c - -- ' 12' CEILING , 11 II II II 11 II II 1 51 -011 ADA , 11 11 P 11 11 11 11 1t It It lL____U U - - - -'U U`-_-'" ' _ --- r - -- - -- r - -- n r - -- r --- n r - - -� ❑ �. � �� � w I I n II I! !Ill !Ill II I I fi� - - --YI 17� -il IY- -il fi - - -�1 0� - - -1'1 — - -- IH 1 iI iI II II II II II II II II II II II II II II II Ii ,_ it 11 It II II II II II II II II II II II II II it II II II II 11 - I II 11 11 II II _ _ II II II _ _ ___ ___ ___ _ ___ II II II II II II II II II ii 11 11___711 1171 11___77 L - - -J _ 4`_ _7J.J 4C___7J.! 4`_ _J! L - - -J __ ,��_777 41_ =v77 ,�` -'71 11___71 1,C_ -_7.1 - ==3 4' -0' 2' -011 ��, 5'_0" 5'_0" 41- 01'x51 -0" %� @ i 2' -6" 6' -011 2' -6'x6' -011 I I I I I I 1F-l� I I I I i I i COVERED I HOUR SEPARATION UJALL- TO EXTEND UP MAIN FLOOR PLAN DRIVE TN THROUGH ROOF TRU55E5 TO P CHORD DRIUN $Y: DLA V15 1/2/13 RE ED DATE: JAN 2013 SCALE: 3/16" = 1' -0° MAIN LEVEL FJ�DOi� PLAN- Sheet Number S' -0" S' -0" SCALE: 3/1611 = 1' -0° MAIN FLOOR 50, FT.= 6848 :J ------------------------------------- U 21_QII 21 -" 31_411 12' 011 2' -O"j �i -411 8 L V 3' -4" 9' -5" 12' 9" 13' -31t 61 311 6,_0,1 61 011 6' -011 9' -01t 4' -0" 4' -011 45-0'I 161 -0" 9' -0" 5-91/2" I6-0" 613" i�EYISED 5/2/13 8' -011 121 -01' 30' -0" lIX17 �S �44LP SCALE ,i, RIDCsE OF GABLE ATES =s TOP OF C.5. FOOTING ------- - - - - -- --------------------------------------- L----------------------------- 1-------------- 1------------------------------------------ - - - - -- 96 a FRONT ELEVATION SCALE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------------------------------------- - - - - -- ------- - - - - -� - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REAR ELEVATION SCALE. 0 r T~" \,_ rccvlacv vlzll. I I f I I I -- - - - - -- -------- - - - -�— — --------------------------- - - - - -- — ----------------- ��---- - - - - -- - - - - - -- 61 CfJ - LLj cv LL 1 1 U-i Z OL M V � O X C4 Q OL `n =NQ�— Lij C LLA LLI — LLI < �- u C �Z: Lill , LLI (L wz u- c� LLu LL- �O C �z FRONT t REAR ELEVATION DR LIN BY: DLA DATE: JAN 2013 SCALE: 1/14" = 1' -0" Sheet Number 24 = M v=o, ),2 \,_ rccvlacv vlzll. I I f I I I -- - - - - -- -------- - - - -�— — --------------------------- - - - - -- — ----------------- ��---- - - - - -- - - - - - -- ----- L- - - - - -- ------------------------ - - - - -J R ELEVATION SCALE: 3 11(o'Y' -0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I - - - - - - - - - - - - - -I- - - L - LEFT -SIDE ELEVATION SCALE: 11XII 15 ��ALF SCALE J�Nl�4�Ki L�i� �C"%4 �- Q� J Alta � LU c•. O ON O (sj U � O LLJ -6 = Z `4 Q LU LU LU LLJ Z LU �C LLI LILA L- c. LU LL- C� it LLI al - LL, — LLI —4 LLI SIDE ELEVATION$ DRUI BY: DLA DATE: JAN 2013 SCALE: 1/411 = 11 -011 Sheet Number F-%&- Y O/L/IJ / MAIN FLOOR DOOR 5CHEDUL.E MK LOCATION DOOR SIZE QTY. INTERIOR / EXTERIOR TYPE HARDWARE TYPE REMARKS I FRONT FOYER 6'0" x 7'0" 1 EXTERIOR - DOUBLE COM. SAFETY GLASS STANDARD PUSH /PULL 3 POINT LOCK MECH. w/ INDICATOR 2 ENT ENTRANCE 3'0" x 7'0" 1 EXTERIOR- SINGLE COM. FULL -LITE STANDARD PU5H/PULL 4'0" x 5'0" 3 ENT EXIT DOOR 3'0" x 710" 1 EXTERIOR - SINGLE COM. FULL -LITE STANDARD PU5H/PULL PRIVACY GLASS 4 AUDIO ENTRANCE 3'0" x 7'0" 1 EXTERIOR- SINGLE COM. FULL -LITE STANDARD PU5H/PULL 1 5 LEFT -SIDE ENTRANCE 3'3" x 7'0" 1 EXTERIOR- SINGLE COM. HALF -LITE STANDARD PUSH/PULL COUNSELING WAITING 6 REAR ENTRANCE 3'0" x 7'0" 1 EXTERIOR- SINGLE INSULATED STEEL STANDARD PUSH /PULL PANIC HARDWARE I R -SIDE ENTRANCES 33" x i'0" 2 EXTERIOR - SINGLE COMM. FULL -LITE STANDARD PUSH /PULL 4'0" x 2'0" 8 COUNSELING ENTRANCE 3'0" x 7'0" 3 EXTERIOR- SINGLE COMM. FULL -LITE STANDARD PU5H /PULL ® 9 GAS STORAGE RM 3'0" x 1'0" 1 EXTERIOR- SINGLE INSULATED STEEL KEYED ENTRY VENTED 10 INT, ENTRANCE TO ENT 3'0" x 6'8" I INTERIOR OWNER PREFERENCE P455AGE LEVER EXAM 1 Il ADA RESTROOM 3'0" x 6'8" 2 INTERIOR OWNER PREFERENCE PRIVACY LEVER CLA55 ROOM LOCK5ET 12 ALLERGY ROOM 3'0" x 6'8" I INTERIOR OWNER PREFERENCE PASSAGE LEVER 4'0" x 2'0" 13 PROCEDURE RM #1 3' " x " I INTERIOR OWNER F NC PASSAGE LEVER �X 14 O.R. 4 RECOVERY 6'0" x 6'S" 2 INTERIOR OWNER PREFERENCE PASSAGE LEVER 9' -3" OPENING, VERIFY FROM SPECS 15 STERILE /PREP ROOM 3'0" x 6'8" I INTERIOR OWNER PREFERENCE PA55AGE LEVER TRANSOM o ENTRY 16 O.R. 4 TO PREP 3'0" x 6'S" I INTERIOR OWNER PREFERENCE PASSAGE LEVER FIXED- (LowE) 17 BATH 5 4 LCKR AREA 3'01' x 6'8° 2 INTERIOR OWNER PREFERENCE PASSAGE LEVER CLASS ROOM LOCK5ET IS STORAGE /LAUNDRY 3'0" x 6'8" 2 INTERIOR OUTER PREFERENCE PASSAGE LEVER 19 PROCEDURE RM #2 310" x 6'8" I INTERIOR OWNER PREFERENCE PASSAGE LEVER ENT. TO O.R. HALL 3'0" x 6'8" I INTERIOR OWNER PREFERENCE PASSAGE LEVER 21 COUNSELING OFFICE 3'0" x 6'8" 2 INTERIOR OWNER PREFERENCE PRIVACY LEVER CLASS ROOM LOCK5ET 22 EMLOYEE RESTROOM 3'0" x 6'8" 2 INTERIOR OWNER PREFERENCE PRIVACY LEVER CLA55 ROOM LOCK5ET 2 EMP, R.R. SEPARATION 3'0" x 6'6" 2 INTERIOR OWNER PREFERENCE PRIVACY LEVER I HR RATED DOOR w/ SELF CLOSER 4 WATER HEATER GLO5. 3'0" x 6'8" 2 INTERIOR OUTER PREFERENCE PA55AGE LEVER 5 BREAKROOM 3'0" x 6'8" I INTERIOR OUTER PREFERENCE PASSAGE LEVER OFFICE 02 310" x 6'8" I INTERIOR OWNER PREFERENCE PRIVACY LEVER CLASS ROOM LOCK5ET 7 STORAGE CL05ET 3'0" x 6'8" I INTERIOR OWNER PREFERENCE PRIVACY LEVER CLASS ROOM LOCKSET OFFICE #3 3'0" x 6'8" 1 INTERIOR OWNER PREFERENCE PRIVACY LEVER CLASS ROOM LOCK5ET OFFICE #1 3'0" x 6'8" I INTERIOR OWNER PREFERENCE PRIVACY LEVER EXAM ROOM 04 3'0" x 6'8" I INTERIOR OWNER PREFERENCE PASSAGE LEVER 31 EXAM ROOM 03 310" x 6'S" 1 INTERIOR OWNER PREFERENCE PASSAGE LEVER 3 ADA RESTROOM 3'0" x 6'8" I INTERIOR OWNER PREFERENCE PRIVACY LEVER CLA55 ROOM LOCK5ET —=3 MECH. 4 MOP AREA 4'0" x 6'8" I DOUBLE BALL -LATCH OWNER PREFERENCE PASSAGE LEVER PHONE/DATA CLOSET 3'0" x 6'8" I INTERIOR OWNER PREFERENCE PASSAGE LEVER �5 j HALL ENT. TO ENT 310" x 6'8" I INTERIOR OWNER PREFERENCE PASSAGE LEVER 6 AUDIO RE5TROOM 3'0" x 6'8" I INTERIOR OWNER PREFERENCE PRIVACY LEVER CLASS ROOM LOCK5ET 1 PRIVACY TO ENT 30' x 6'8" I INTERIOR OWNER PREFERENCE PASSAGE LEVER 38 A DIO BOOTH ROOM 3'0" x 6'8" I INTERIOR OWNER PREFERENCE PASSAGE LEVER AUDIO FITTING /OFFICE " INTERIOR F N CE PU5H/f=ULL LATCH 4m ENG ROOM 3'0" x 6'8" INTERIOR OWNER PREFERENCE PASSAGE LEVER GI 455 ROOM I 0rK5FT 4I ENT HALL TO LAB 3'0" x 6'8" I INTERIOR OWNER PREFERENCE PASSAGE LEVER CLASS ROOM LOCK5ET 4z LAB TO REAR HALL 3'0" x 6'8" i INTERIOR OWNER PREFERENCE PASSAGE LEVER 43 AUDIO LAB /STORAGE 3'0" x 6'8" I INTERIOR OWNER PREFERENCE PASSAGE LEVER 44 C.T. ROOM 3'0" x 6'8" I INTERIOR OWNER PREFERENCE PASSAGE LEVER 45 XAM #1 3'0" x " INTERIOR OWN F NC PASSAGE LEVER 46 EXAM #2 3'0" x 6'8" INTERIOR OWNER PREFERENCE PASSAGE LEVER 47 5EPARTATION DOOR 3'3" x 6'S" I INTERIOR OWNER PREFERENCE PA55AGE LEVER I HR RATED DOOR w/ SELF CLOSER MANUALLY OPERATED EDGE OR SIJRFAGE- MOUNTED FLUSH BOLTS ARE PROHIBITED WINDOW 5CNEDUL,E MK LOCATION WINDOW SIZE QUANTITY TYPE ® BATHROOM 01 4'0" x 2'0" 1 FIXED (LowE) 0 WAITING AREAS 510" x 510" 2 FIXED- SAFETY GLAZED (LowE> © TRANSOM IN R -AREA 5'0" x 2'0" 1 FIXED- (LowE), SEE ELEVATION ® WAITING AREA 2'6" x 5'0" 2 FIXED- SAFETY GLAZED (LowE) TRANSOM ABOVE 2'6" x 2'0" 2 FIXED- (LowE), SEE ELEVATION RIGHT WAITING FRONT 4'0" x 5'0" 1 FIXED (LowE) GO RIGHT WAITING 4'0" x 5'0" 1 FIXED (LowE) HO RIGHT O.R. WING 4'0" x 2'0" 4 FIXED (LowE) COUNSELING WAITING 4'0" x 5'0" 1 FIXED (LowE) R -SIDE FOYER 3'0" x 50" 1 FIXED (LowE) OC COUNSELING WAITING 4'0" x 5'0" 1 AWNING- (LowE) 0 COUNSELING OFFICE 510" x 210" 1 FIXED- (LowE) (F�1 BREAK ROOM 510" x 3'6" 1 FIXED- (LowE) OFFICE #2 4'0" x 2'0" 1 AWNING- (LowE) 0 OFFICE #2 4'0" x 4'0" 1 FIXED- (LowE) ® OFFICE #1 4'0" x 4'0" 1 FIXED- (LowE) EXAM #3 4'0" x 2'0" 1 AWNING- (LowE) �R EXAM 12 4'0" x 2'0" 1 AWNING- (LowE) EXAM 1 4'0" x 2'0" 1 AWNING- (LowE) T C.T. ROOM 4'0" x 2'0" 1 AWNING- (LowE) U STORAGE 410" x 2'0" 1 FIXED- (LowE) �V FITTING/ OFFICE 4'0" x 2'0" AWNING- (LowE) AUDIO BOOTH 4'0" x 2'0" 2 AWNING- (LowE) �X AUDIO BOOTH 4'0" x 2'0" 2 FIXED- (LowE) INTERIOR- OFFICE 510" x 5'0" 1 INTERIOR- FIXED Z INT. BREAK 4 OFFICE 310" x 2'0" 4 INTERIOR- FIXED TRANSOM o ENTRY 6'6" x 2'0" 1 FIXED- (LowE)- VERIFY w/ DOOR WIDTH INTERIOR- PLAY ROOM 5'0" x 3'0" 1 FIXED- (LowE) START ALL MEA6UREMENT5 ELCTRICAL PANEL FROM THIS COMER • -------- - - - - -- STORAC u0 P U T) i I i i I U COVERED DRIVE THRU ON 5CHEDULE PLAN SCALE: NOT TO SCALE MAIN FLOOR SQ, FT.= 6848 c OO 11XII 15 HALF SCALE A 9 ----- - - - - -, ------------ FOYER OO O O O JANUARY' 2013 REVISEp 5/2/13 CID � Z cv 0 0 `0 UU3O Lu = Z OL !9 T_ 11 IU/ Z LU L Z L � � 1LVJl \� CL � u � 1lJLll � JULJI LLI c v� - ll —=3 LLI SCHEDULE FLANS ORIN 5Y: DLA DATE: JAN 2013 SCALE: 3116" = V -0" Sheet Number I vn=1 4 REVISEp 5/2/13 A X e N x d- N x 5TART ALL MEA5UREMENT5 FROM TNI5 CORNER 9— ELGTRIGAL PANEL I I COVERED DRIVE THRU I I I EGRESS EXIT PLAN SCALE: 3116" = i' -0" MAIN FLOOR 50. FT.= 6848 11XII 15 k4ALF SCALE -- - - - - -- pt� ' 4 M JANU ,4R1' 2013 RLE,45E NOTE THAT NO AREA OF 5TRUCTUR 15 > 10RE THAN 15' -0 FROM AND EXTERIOR EXIT. pt� ' 4 M JANU ,4R1' 2013 @ �m U-- Z r-- @ �r7 Ck cz cD ° U -i U LU LIA Z cv -4 M O = O co U O L d z a 1LU_Jl OL CV �C LL- C) U-- Z cD LU LIA `S LLIl 1LU_Jl OL wz LIA X �- LLI �C LL- C) SCHEDULE PLANS DRM $Y: DLA DATE: JAN 2013 SCALE: 3116" Sheet Number REVISED 5/2/13 U-- wz X �- LLI SCHEDULE PLANS DRM $Y: DLA DATE: JAN 2013 SCALE: 3116" Sheet Number REVISED 5/2/13 FIRE PLAN N0TE5: ro. FIRE RATED CONSTRUCTION: THE REQUIRED FIRE- RE515TANCE RATED CONSTRUC- TION (INCLUDING WALLS, FIRE 5TOP5, SHAFT ENCL05URE5, PARTITIONS AND FLOORS) ACCE551BIL ITS' GENERAL N0TE5: WALKWAi'S AND 51DEWALK5 ALONG ACCE5515LE ROUTES OF TRAVEL ARE CONTINUOU5L1' ACCE5515LE, HAVE MAXIMUM CHANGES IN ELEVATION l/J\ I L✓ltl \1� I\t"i 11 V w it I— i n «.w wi i i i — MINIMUM 3 &" IN WIDTH, AND WHERE NECE554R�' TO CHANGE ELEVATION AT A SLOPE EXCEEDING 5% (1:20) SHALL HAVE PEDESTR IAN RAMPS COMPL'Y'ING WITH AN51 405. IBC 1104. AT -OO DOOR, Aff'ROf'RIATE FICTORIUM, BRAILLE AND MOUNTING HEIGHT/APPROACH PERAN51 101,102, AND 103. PROVIDE THE MINIMUM 24" CLEARANCE UNDER 51N</COUNTER APRON, REQUIRED KNEE AND TOE CLEARANCES, AND INSULATED HOT WATER AND DRAIN PIPING PER AN51 6062 AND 606.6, PROVIDE TACTILE EXIT 51GNAGE THAT COMPLIES WITH IBC 1110.2 AT THE FOLLOWING LOCATIONS WITH THE FOLLOWING WORDS (PER IBC 1011.3). A. EACH GRADE LEVEL EXTERIOR EXIT DOOR- "EXIT B. EACH EXIT DOOT THAT LEADS DIRECTLi' TO A GRADE LEVEL EXTERIOR EXIT Bi MEANS OF A STAIRWAY' OR RAMP® EXIT STAIR DOWN EXIT RAMP DOWN "EXIT STAIR UP ", EXIT RAMP UP C. EACH EXIT ACCE55 DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAI' THAT 15 REQUIRED TO HAVE A V15UAL 51GNa "EXIT ROUTE ". 404.2.2 CLEAR WIDTH- DOORWAi'S SHALL HAVE A CLEAR WIDTH OF 32" MINIMUM WITH THE DOOR 90 OPEN AND MEASURED FROM FACE TO DOOR PANEL TO INSIDE FACE OF JAM. DOS— HARDWARE - H• — . TC;HE5, LOCK5 • r OTHER OPERABLE AND 1)CE5 NOT REQUIRE 404.2.9 DOOR SURFACE- DOOR SURFACES WITHIN 10" FROM THE FLOOR MEASURING VERTICALLY' SHALL BE A SMOOTH SURFACE ON THE PUSH 51DE FROM THE FLOOR. TH15 MUST BE WITHIN 111 (o" OF THE SAME PLANE. 405.5 CLEAR WIDTH ON RAMPS- THE CLEAR WIDTH OF A RAMP SHALL BE 36 THE CLEAR WIDTH SAHLL BE MEASURED BETWEEN THE HANDRAILS WHERE HANDRAILS ARE PROVIDED, 502.2 VAN PARKING SPACE SHALL BE 132" WIDE WITH AN ADJACENT 51-0" ACCE55 STRIP 415LE. 502.4.4 MARKING- ACCE55 415LE5 SHALL BE MARKED 50 45 TO D15COURAGE PARKING IN THEM. DIAGONAL STRIPPING 15 ACCEPTIBLE. 502.1 IDENTIFICATION- THE PARKING MUST BE IDENTIFIED INCLUDING THE INTERNATIONAL 51'MBOL OF ACCE5515IL►TY AND THE 51GN SAHLL BE MEASURED TO TO OF 51GN TO 6011 ABOVE GRADE /PARKING SURFACE, 902 WORK SURFACES- SURFACES SHALL BE AT A HEIGHT RANGE OF 20" TO 34" MAXIMUM MEETING THE REQUIRED KNEE AND TO CLEARANCES. 11X11 15 HALF 5CALE --------- - - - --, 5CALE: 1/211 11=0 U C� �u —11 1L1Lll. JANU ,4R'' 2013 U- A LI J cA C) P U t� w LLI < �� cn LLI �u � cv o co z U O u.t 13 = z�`'Q < z � m fE— La uU U C� �u —11 1L1Lll. U- LI J C) LLI < �u cA z LLA z � < z fE— La uU O zC� O � L-- >J LIA X — LLI U C� �u —11 1L1Lll. SCHEDULE PLANS DRUM eY: DLA DATE: JAN 2013 SCALE: 3116" = 1' -0" Sheet Number VIA 1 70 V. PA REVISED 5/2/13 U- fE— La CL LIA X — LLI SCHEDULE PLANS DRUM eY: DLA DATE: JAN 2013 SCALE: 3116" = 1' -0" Sheet Number VIA 1 70 V. PA REVISED 5/2/13 2X6 — CRIPPLES 2X6 — TRIMMER 2X6 — KING STUD 2X6 DOUBLE TOP PLATE iNI !�." F----------- I r----------- I — 2X6 CRIPPLES (TYP.) WINDOW FRAMING DETAIL ROOF VENTS - AS REQ'D BY CODE TYPICAL ROOF 455EMBLY: ARCHITECTURAL SHINGLES 15# BUILDING FELT 1/16" 055 PLYWOOD ROOF SHEATHING W / "H" CLIPS TRU55 DE51GNED FOR 35# SNOW LOAD 4 L50 MPH WIND a 24" O.C. 5EE ELEVATIONS TRUSS CLIPS A5 PER TRU55 CALC'S 2X6 5UB- FA5CIA BOARD TYP, 1a" OVERHANG TYP. SOFFIT TYPICAL EXTERIOR FRAMING EXTERIOR FIN15H A5 PER ELEVATIONS STUCCO /CULTURED STONE VANEER 1/16" 055 SHEATING 2x6 5TUD5 AT 16" O.C. R -22 BLOWN -IN INSULATION 1/2" GYPSUM BOARD - TAPED 4 TEXTURED TYPICAL 51LL A55EM51_1 1/2" 0 ANCHOR BOLTS AT 32'' o.c. P.T. 2X 51LL PLATE 51LL SEALER INSULATION METAL FLASHING TO PROTECT RIGID FINISH GRADE INSULATON 1" INSULATION FOAM BOARD 91' ®0" rhh ELEVATION TOP OF FOOTING 1 a 1z 000 5/0" GYPSUM BOARD OILING 1/2" GYPSUM BOARD WALLS 1:150 VENTILATION REQUIRED BLOWN ATTIC INSULATION R -30 MINIMUM 1" EMBED FOR J BOLT 4" CONCRETE SLAB r X4.0 00000ao °000 G,° %off o °O,<�9 °o °p°ao°o°Oo e SLAB ON GRADE FOUNDATION COMPACTED BACKFILL 1 k � I �`— 2011— �i�—'k TYR1,UALL SECTION SCALE: 1/4" = 1' -O" a >JA T z 0 11X11 15 k4ALF SCALE M r a i L. b I L— Aw.— vr- amour -RIB � ���� N ! t < —t U LU Z N LU N Q t – — — --------- - ]z z LU c-) LU LLI - CL OL C) � fv z � 11111 � � IJ LIL LLI ���111FFF111111���111�111 ii- c WALL SECTIONS OIRM $Y: DLA OATE: JAN 2m SCALE: I /2II V—/J111 KK// Sheet Number 0 1q;r_YIz=LJ 7 /04/11a / 6' -4 1/2" EDGE OF 51NK MUST BE AT LEAST 5' -m" FROM WALL FLUSH CONTROLS MUST j BE MOUNTED NO MORE FLU5H CONTROLS MUST THAN 44" ABOVE FINISH BE ON Cfi EN SIDE OF'_ / FLOOR AND COMPLY TOILET GUAR SPACE. // WITH ADAAG SPEC. I I I I 11 GRAB BAR LENGTH MIN. 36" Eall= MMI LENGTH FROM WALL MIN. 54" oe N —� 39 "41" MIN, FROM WALL U = o Ljj N i o U --A r va Z Z N <�m o C) a' U � O W -6 ` Q � GRAB BAR LENGTH MIN. 42" DIST. FROM WALL MAX, IS" Eall= MMI IN I-4 I'% N 0 1. (o 1 =211 CLEARANCE DIST. FROM WALL- MIN 11" ADA 51N< DETAIL5, 11XII �S ��ALP SCALE (o 04. 3. 1 51Z E. A CLEARNACE AROUND A WATER CL05ET 5NALL 5E ro0 NCHE5 MINIMUM, ME,45UREID PERPENDICULAR FERFENDICULAR FROM THE WALL 51 [)E, ANl) 56 INCHE5 MINIMUM, ME,45UREE) FERFENDICULAR PERPENDICULAR FROM THE REAR WALL 5HALL BE PROVIDED. (o04, 3. 2 OVERLAP. THE REQUIRED CLEARANCE AROUND THE WATER CLO5 T SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, 4550CIAT D o A5 5A 5, PAPER ID15P N5E 5, 5ANITAR ' NAPKIN EC PTICL 5, COAT HOOK5, 5NELV 5, ACCE5515LE ROUTE5, CLEAR FLOOR PACE AT OTHER 1 1/2 51 =011 ADA _ 1 I � TORN Io Roo I oo/ - i r T'rFICAL PLAN VIEW 5GALE: 1/211 = 1' -O'1 =0 N �h to I A. 111 Ate— n/ 4- LENGTH FROM WALL MIN. 54" oe N 39 "41" MIN, FROM WALL = o Ljj N i o U --A Z N <�m o C) a' U � O W -6 z Q � GRAB BAR LENGTH MIN. 42" o �LU� 0 z 0 0 0 o g Y p o � � o Lp o LIA xo o col. ]z - La m r LIA � a m m � z � o IN I-4 I'% N 0 1. (o 1 =211 CLEARANCE DIST. FROM WALL- MIN 11" ADA 51N< DETAIL5, 11XII �S ��ALP SCALE (o 04. 3. 1 51Z E. A CLEARNACE AROUND A WATER CL05ET 5NALL 5E ro0 NCHE5 MINIMUM, ME,45UREID PERPENDICULAR FERFENDICULAR FROM THE WALL 51 [)E, ANl) 56 INCHE5 MINIMUM, ME,45UREE) FERFENDICULAR PERPENDICULAR FROM THE REAR WALL 5HALL BE PROVIDED. (o04, 3. 2 OVERLAP. THE REQUIRED CLEARANCE AROUND THE WATER CLO5 T SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, 4550CIAT D o A5 5A 5, PAPER ID15P N5E 5, 5ANITAR ' NAPKIN EC PTICL 5, COAT HOOK5, 5NELV 5, ACCE5515LE ROUTE5, CLEAR FLOOR PACE AT OTHER 1 1/2 51 =011 ADA _ 1 I � TORN Io Roo I oo/ - i r T'rFICAL PLAN VIEW 5GALE: 1/211 = 1' -O'1 =0 N �h to I A. 111 Ate— n/ 4- � KCY17C1J �' /L /13 � N o Ljj N i o U --A Z N <�m o C) a' U � O W -6 z Q � o �LU� 0 0 0 0 o g Y p o � � o Lp o LIA xo o col. ]z - � r LIA 0 � l((( LL, o LLI 0 LLJ �1 (� —(l -----� z 4yx o ADA RESTROOM DETAILS ORM BY: ALA DATE: JAN 2013 SCALE: 1/2" = V-0" Sheet Number � KCY17C1J �' /L /13 � "v f� o. / v .0 i it a ii i 2' -O" FTIA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------------------- d A tl. i------------------------------- - - - - - --- --------- - - - - -- ------------------------------- - - - - -- I I I I I I i 32' -1" 26' -7" I l a i i I 1 1 _ I L —1 , E j l 29' -2" ',-OF Y i - �FT2 I j - i i m FOR BEARING L --J j FTIA I I I I I I I I I I i I I I I 1 I I I I I tl l i I I I 1 — — — — ° I ° I N I I FT2 I — 1 I° I FOR BEARING FTIA I I I I I I START ALL MEA5UREMENT5 FTIA I d l 2' -6" 8'I 1 1 i FT1B FROM TH15 CORNER I 25' -I" I d u I -- I - _ -- _ - - -- -- - - -- — l0 1 - -- r d a r ---- - - - - -- ------------------- - - - - -- ° ° TOP OF FOUNDATION 26' -4" I ° I j 100' -0" P4 FT2A I I TOP OF FOOTING j I I 1 I I , I FT3 FTIA 2'-O'l _ I dL--------------------------- I I ---------------- I I I I I I - - - - -J I I m I I � I I i I I I I I I I I I ° I I i I I , I I I I I I FT IA I I d 1 I i I I a I I I ° I I I ( I i 1 d I I I I I , I 11-511 — 1, S' -O — 1 RECE55 SLAB 8" 1 0 FOR AUDIO BOOTH { m r---------------------- I I I i I i I 1 i RECE55 SLAB 8" 1 e FOR AUDIO BOOTH I 1 I L------ - - - - --- __ -- - - - - -- - - - - - -� I I d I I FTIB j I , I FTIA i I I I i I i I-- a -4 - - -a - - - - - - - - -Q - - - - - -- -------- -------- - - - - -- - -- 5' -4" 4' -11" r 17'-6" s T� I N 11X11 15 k4ALF SCALE FOOTING SCHEDULE 14OLDOUIN LSTHD 818 RJ HOLDOWN, SEE DETAIL 15/5D.1 421 STHD 10 /10 RJ HOLDOLLN, SEE DETAIL 15/5D.1 LENGTW5E RENFORLEMENT LENSTWSE h"EWRCEM W 0— HTT4 HOLDOWN, INSTALL W/ 1/2" DIA, W/ 6" LONG TITEN HD ANCHOR DESIGNATION LENGTH WIDTH DEPTH CAPACITY NOTES QTY. SIZE LENGTH 15FACIW, QTY. SIZE LENGTH SPACING FTIA CONT. 20" 10" 2 "4 CONT. Ea 2500 PLF FTIB CONT, 22" 10" 2 "4 CONT. EQ. 3000 PLF FT2A CONT, 18" 10" 2 04 CONT. EQ. 2250 PLF 5EE PETAL MD.1 FT25 CONT. 28" 10" 3 04 CONT- EQ, Z Q 3500 PLF FT2C CONT, 12" 8" 2 04 CONT, EQ. FT3 24" 24" 10" 1 3 1 04 IS" Ea 3 04 18" 1 EQ, 6000 LBS Ck FT4 n 30 30 " 10 " 3 " 4 24' EQ. 3 " 4 24 EQ, 9315 LBS FT5 36" 36" 12" 4 "4 32" EQ 4 04 32" EQ. 13,500 LBS FOOTING NOTES: 1. Fc: 3000 psi, Fy= 60,000 psi (DESIGN BASED ON 2500 psi) 2. FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOILS OR STRUCTURAL COMPACTED FILL (95q COMPACTION), SPECIFIED AND TESTED BYA REGISTERED GEOTECHNICAL ENGINEER 3. ALL FOOTINGS SHALL BEAR BELOW THE FROST LINE OF THE LOCALITY, (30" UN.0). PROVIDE 12" DIAMETER SONO- TUBE AT EXTERIOR SPOT FOOTINGS PER DETAIL 20/5D.I. 4, PROVIDE J -BARS TO MATCH VERTICAL FOUNDATION WALL REINFORCEMENT WITH 24" MINIMUM LAP SPLICE INTO FOUNDATION WALL. ----� 5- PLACE FOOTING UNDER FOUNDATION WALL AS PER 11/51D.1 Z LLI wz FOUNDATION WALL 5CNEDULE SIZE REINFORCEMENT 3' -0" FOUNDATION WALL 1 14 BARS - 24" c.c. VERTICAL, (3) "4 BARS HORIZONTAL FOUNDATION WALL NOTES: 1, USE 1/2" DIAMETER X i" EMBEDDED ANCHOR BOLTS 4 32" oc. WITH 3X3X1/4" (0229) PLATE WASHERS AT ALL EXTERIOR AND SHEAR WALLS UN.D. 2. Fc- 3000 psi, Fy= 60,000 psi 3. PLACE (1) "4 BAR BELOW AND ON EACH SIDE OF EACH OPENW3 AND ABOVE EACH OPENING BARS SHALL BE PLACED WITHIN 2 -0' OF THE OPENING AND EXTEND 24" BEYOND THE EDGE OF THE OPENING VERTICAL BARS MAY TERMINATE 3" FROM THE TOP OF CONCRETE. OPENING REINFORCEMENT IS IN ADDITION TO STANDARD WALL REINFORCEMENT. 4, TOP AND BOTTOM BARS SHALL BE WITHIN 4" OF THE TOP AND BOTTOM OF WALL, 5, PLACE REINFORCEMENT IN CENTER OF WALL UN.O. HOLDOWN SCHEDULE SYMBOL 14OLDOUIN LSTHD 818 RJ HOLDOWN, SEE DETAIL 15/5D.1 421 STHD 10 /10 RJ HOLDOLLN, SEE DETAIL 15/5D.1 '- - -- STHD 14/14 RJ HOLDOLLN, SEE DETAIL 15/5D -1 0— HTT4 HOLDOWN, INSTALL W/ 1/2" DIA, W/ 6" LONG TITEN HD ANCHOR /tlNAtt,.�F�� d 8634 � D JANUARY 2013 421 C'4 O � 17 w �l X CV 4 = L Z II Z Q Z Ck z Z �— �1--- FF ----� Z LLI wz 'D LLJ < IL-U C LU �11 V A iJ t4— L I LLI LLA X11 Z X CD LLI FOUNDATION PLAN DRUJN BY: DLA DATE: JAN 2013 SCALE: 3/16" - 11 -011 Sheet Number 09k._ 5 = 101 !"'fr. "^ -f-P'% 1! 1 A An \ 1-1- T I VI-L/ -11 -TI if / PROVIDE M5T31 STRAP AT TOP OF BEAM TO _ BOTTOM OF TRUSS. ADD 2X4X6' TO TRUSS BOTTOM CHORD WITH (2) ROWS OF 16d NAILS 'D S" a.c. OR 8X8 MINIMUM OR SXS MINIMUM ROOFING $FRAMING PLAN b(.;ALl_: 3 /Iro" - I' -0" MAIN FLOOR 50. FT.= X0848 M5T31 STRAP AT DRAG TO TOP PLATES PER 14 /5D.I MST31 STRAP AT DRAG TO TOP PLATES PER 14 /5D.i POST SCHEDULE Desi . (U 2X NOTES: TqRe RBl I. POSTS INDICATE NUMBER OF TRIMMER 2x& DE -L'2 R52 2 STUDS WHEN SPECIFIED AT HEADERS. DF -22 l2) 2X ALL OTHER POST DESIGNATIONS REFER 1 -3/4" x 991/2" MICROLAM TO FULL HEIGHT KING STUDS UN.O. 2 2x8 DF-22 (3) 2X 2. INSTALL (1) TRIMMER STUD AND (1) KING 1 -3/4" x 1 -1/4" MIGROLAM STUD EACH SIDE OF OPENING U.N.O. 3. INTALL (2) TRIMMER STUDS EACH SIDE OF 2 2X8 [)F-L#2 (4) 2X GREATER THAN 6' -0" U.N.O. 1 -3/4" x 1 -1/4" MICROLAM 4. INSTALL (2) KING STUDS EACH SIDE OF 2 2X8 DF -22 R59 OPENINGS GREATER THAT S' -0" U.N.O. PJ (5) 2X R510 1 5 -1/8 X 9" 5, 2X BUILT -UP POSTS SHALL BE THE SAME WIDTH OF THE WALL IN WHICH THEY ARE R1511 2 �(p 4X4 FRAMED, 2 1 -3/4" x 1 -1/4" 6. NAIL EACH PLY OF 2X BUILT -UP POSTS WITH 16d NAILS Q 6" ac, STAGGERED U.N.O. R5I3 2 2x6 6X6 1. POSTS THAT ARE NOT FRAMED WITHIN A 2 2x6 STUD WALL SHALL BE BRACED WITH BC RB15 2 2x8 [)F-L#2 OR AC POST CAP AND PC OR ABA POST w � BASE UN.O. BASIS OF DESIGN GRAVITY 1. ROOF SNOW LOAD= 35 psf 2. ROOF DEAD SNOW LOAD= 15 psf 3. OFFICE LIVE LOAD= 65 psf (50psf LIVE 4 15psf PARTITION) 4. OFFICE LOBBY= 100psf 5, FLOOR DEAD LOAD= 15 psf 6. ASSUMED SOIL BEARING CAPACITY= 1,500 psf SEISMIC I. Ss- 1.2,51- 05 2, SOIL 517E CLASS- D (PER IBC SECTION 161352) 3. SEISMIC DE51GN CATEGORY= D 4. SIMPLIFIED ANALYSIS 5. LIGHT FRAMED WALLS WITH WOOD STRUCTURAL PANELS, R= 65 (SEE LOADS PAGE IN STRUCTURAL CALCULATIONS FOR OTHER SFRS R VALUES), WIND: I. 90 MPH 2. EXPOSURE C 3. SIMPLIFIED ANALYSIS FRAMING NOTES: 1, PLANS ARE NOT COMPLETE WITHOUT THE STRUCTURAL CALCULATIONS. 2. REFER TO THE STRUCTURAL CALCULATIONS SHEET FOR GENERAL STRUCTURAL NOTES, 3. ROOF SHEATHING TO BE APA RATED 1/16" OSB OR CDX PLYWOOD WITH 6d NAILS AT 6" o.c. EDGE AND 12" o.c. FIELD. 4. FLOOR SHEATHING TO BE APA RATED 3/4" T &G PLYWOOD WITH 10d NAILS OR 51MP50N 16NTL21_5 *S WOOD SCREWS AT 6" c.c. EDGE AND 12" o.c. FIELD. 5, EXTERIOR STUD WALLS TO BE 2X6 AT 16" o.c. U.N.O 6. USE (9) 16d NAILS BETWEEN TOP PLATE SPLICE POINTS ON ALL EXTERIOR AND SHEAR WALLS. PROVIDE 4' -0" MINIMUM LAP SLICE, 1. INSTALL ALL 5IMP50N HARDWARE PER MANUFACTURERS SPECIFICATIONS. S. HOLDOWNS SHALL BE INSTALLED ON (2) KING STUDS (MINIMUM). 9. FLOOR JOISTS TO BE 11 -1/0" TJI 210 'a 16" o.c. U.N.O. 10, OVERBUILD ROOF RAFTERS TO BE 2X6 DF -L 024T 24" c.c. UN.O. 11, PROVIDE 2X SQUASH BLOCKING AT FLOOR FRAMING T0, MATCH DIMENSIONS OF POST ABOVE, 12. ALL DETAILS SHALL APPLY IN ALL SIMILAR SITUATIONS. 13, ALL LUMBER NOT PERMANENTLY PROTECTED FROM THE ELEMENTS SHALL BE PRESERVATIVE TREATED OR OF A DECAY RESISTANT SPECIES. CONTACT LEI ENGINEERS $ SURVEYORS, INC. IF A DIFFERENT SPECIES IS TO BE USED, RB BEAM SCHEDULE Desi . at . Size TqRe RBl 2 2x& DE -L'2 R52 2 2x10 DF -22 R53 3 1 -3/4" x 991/2" MICROLAM R54 2 2x8 DF-22 RB5 3 1 -3/4" x 1 -1/4" MIGROLAM RB(0 2 2X8 [)F-L#2 R51 2 1 -3/4" x 1 -1/4" MICROLAM RB8 2 2X8 DF -22 R59 1 2X8 DE -L#2 R510 1 5 -1/8 X 9" GLULAM R1511 2 2x6 DF -22 RB12 2 1 -3/4" x 1 -1/4" MIGROLAM R5I3 2 2x6 DF -L#2 RB14 2 2x6 DF -22 RB15 2 2x8 [)F-L#2 � JJ X NAL a 9634 �5-7-2013 _ D. N� JANUARY 2013 C 'd" CV l 1 —Il LjL Z N OL �F— U till O w � II Z Q O to �— Z cv Ri 11 l� Cl 1L11_Jl C) LLI cy- OL ILIA +— LLI LIA i� LIA LL, LIA LIA --A X– LLI MAIN FRAMING PLAN DRUJN BY: DLA DATE: JAN 2013 SCALE: 3/16" = V -@" Sheet Number .-.r. .�nr. -. r . ♦ .fin ... � 1v— r ✓i—ri i.+. W" / START ALL MEASUREMENTS _ FROM TP15 C?LM ANEL 4'- 0"x2' -0" 1 4'- O "x2' -O" -IF I o lro X C.T. ROOM 1 ------ - - - - -- - sUPPLIES R I 1 I EXIT I I I I STORAGE X AUDIO o I i BOOTH I L-------- - - - - -- Icy) FITTING /OFFICE AUK) 10 500TH -------------------- � I X I I `r AUDIO BOOTH I I 1 I I I I 4'- O "x2' -O" N 1 W 1 I U i 1 U 1 I Q I I I I Ci I I � I I Q I 7 41- 0"x2' -011 EXAM RM M 11 EXAM RM 02 11 EXAM RM 03 E% V =d al Di 4'- O "x2' -O° i I 5' O "x3' 6ii -r <r EXAM RM 04 NURSES STATION 12' CEILING CABINETS awl I �I i I 1 11 II ZI 1 5 -0 x5' -0 I I � PHONE /DATA REC. AREA �I .�� ALLERGi ARE 5' -0" OPENING IN WALL -- - - - - -- HIGH WALL ON SIDE5- LOWER IN CENTER FOR AD RECJBILLING I 1 I � I 1 EXIT 1 1 f i�L-- -- _------ - - - - -- ------------------------ r=d ------------ ------ - - - - -- -------- - - - - -- HIGH WALL ON SIDES- LOWER IN CENTER FOR ADA WAITING 02 1 TURNING RADIU5l , 5' -O" ADA ; 4'- O "x2' -O" 51- 0 "x5-O" REF, I! I; BREAK ROOM 3'- O "x2' -O" 3'- 0 "x2' -0" [VAC GH45E II II �YY' II II II 5' -O" ADA 1 TURNING RADIUa`ll 5'- O "x2' -O" 1 � OF ICE �nr ---- - - - - -- I 1 I 1 I 11XII �5 HALF 5CALE O II lii0!A4cl WAITING AREA - x - �n X r� LJ, y 13 I ; I CHAS STORAGE J I L j l SOILED ' I U 1 1 U 1 X Q 1 U oll 11 • ` • ` ` F TRIAGE AREA DRIWliwG _ -_ J FWAIN ADA HEIGHT /' 5' -O" ADA PLAY AREA 'TURNING RADIUS; BATH 1 II , _11 �1 ,z - I I W ------ (.11 (L I IQ cl I II1 I III I III I III WAITING AREA 12' CEILING 11 —Alli 9 FOYI III 12' CEILING L 4'- O1x5' -O" 4 I I I L.=r " III 2' -6 "x6' -O" 1 I I COVERED 1 DRIVE THRU ------------------------------------- El 1 1 1 1 1 I 1 I 1 1 1 1 1 1 i I 1 I 1 1 I 1 I I I 1 I 1 I 1 I 1 1 , I I I I MAIN SHEARWALL PLAN 5GALE: 311611 = I' -O" MAIN FLOOR 50, FT.= 684a PAC -u iL. LU O.R. SUITE [D EMPLOYEE BATH 5 FIT LOCKERS BELOW o00 O 4'- 0 "4' -0" 4'- O "x2' -0" 1 SHEAR WALL SCHEDULE Fa ns 8d NAILS CAPACITY DESIGNATION MATERIAL NOTES (LD EDGE FEILD WIND SEISMIC 1/16" OSB OR CDX PLYWOOD 3 -1/2" 12" 611 1211 360 260 2,4,5 11116" OSB OR CDX PLYWOOD 2" 12" 4" 12" 530 350 2,4,5b 5HEARWALL NOTE5: 1. WALL STUDS ARE TO BE 5PAECED AT 16" oc. UN.O. 2, UNIT SHEAR CAPACITIES ARE BASED ON AF a PA SDPWS TABLE 43A (IBC 2306.3). 3. USE (2) KING STUDS AT EACH END OF SHEAR PANELS (SHEAR WALL CHORDS) U.N.O. 4, ALL PANEL EDGES SHALL BE BLOCKED WITH 2 -INCH NOMINAL OR WIDER FRAMING WITH EDGE NAILING AT ALL SUPPORTS AND PANEL EDGES UN.O. (AF 6 AP SDP* 43.1.1. NOTE I). 5, WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LESS THAN (o" o.c. ON EITHER SIDE, PANEL JOINTS TO FALL ON DIFFERENT FRAMING MEMBERS. 6, FRAMING AT ADJOINING PANEL EDGES AND SILL PLATES BE 3 -INCH NOMINAL OR WIDER FOR EDGE NAILING 3" ac. OR LESS. NAILS ADJOINING PANEL EDGES AND INTO SILL PLATES SHALL BE STAGGERED (AF d AP 5DPW5 43.1.1 NOTE 3). 1, INSTALL SHEATHING TO MATCH SHEAR WALL SPECIFIED ABOVE AND BELOW ALL OPENINGS WHERE PERFORATED WALLS ARE INDICATED, NOLDOUJN SCHEDULE 5YMBOL HOLDO% i L5THD S/8 RJ HOLDOLN, 5EE DETAIL 15/5D.1 5THD 10 /10 RJ HOLDOLUN, 5EE DETAIL 15/51).1 5THD 14/14 RJ HOLDOWN, 5EE DETAIL 15/5p.1 X �r N''L F�y� �o�c �rasr�o d 9634°` -F _ �.' W J�NLlAR1' 2013 IQ cv oz, IT LIL ul V V z cv m ul r II z C, Q 0 > L N 11 IV/ CII, Cl [[� C), o/ LH M E wz <1 O OL LL- oho � Jl-Y -6 II II� i� ii— LLI ill U LLI —A OL 11 W/ II�_I�IX_llll OL AI-- F4--JL MAIN SHEARWALL PLAN DRLJN 5Y: DLA DATE: JAN 2013 &GALE: 3/16" = 1' -0" Sheet Number REVISED 5/4/13. DA FOYER - - - - -- J 0 C) 3 31 /7$ 11 LI O lii0!A4cl WAITING AREA - x - �n X r� LJ, y 13 I ; I CHAS STORAGE J I L j l SOILED ' I U 1 1 U 1 X Q 1 U oll 11 • ` • ` ` F TRIAGE AREA DRIWliwG _ -_ J FWAIN ADA HEIGHT /' 5' -O" ADA PLAY AREA 'TURNING RADIUS; BATH 1 II , _11 �1 ,z - I I W ------ (.11 (L I IQ cl I II1 I III I III I III WAITING AREA 12' CEILING 11 —Alli 9 FOYI III 12' CEILING L 4'- O1x5' -O" 4 I I I L.=r " III 2' -6 "x6' -O" 1 I I COVERED 1 DRIVE THRU ------------------------------------- El 1 1 1 1 1 I 1 I 1 1 1 1 1 1 i I 1 I 1 1 I 1 I I I 1 I 1 I 1 I 1 1 , I I I I MAIN SHEARWALL PLAN 5GALE: 311611 = I' -O" MAIN FLOOR 50, FT.= 684a PAC -u iL. LU O.R. SUITE [D EMPLOYEE BATH 5 FIT LOCKERS BELOW o00 O 4'- 0 "4' -0" 4'- O "x2' -0" 1 SHEAR WALL SCHEDULE Fa ns 8d NAILS CAPACITY DESIGNATION MATERIAL NOTES (LD EDGE FEILD WIND SEISMIC 1/16" OSB OR CDX PLYWOOD 3 -1/2" 12" 611 1211 360 260 2,4,5 11116" OSB OR CDX PLYWOOD 2" 12" 4" 12" 530 350 2,4,5b 5HEARWALL NOTE5: 1. WALL STUDS ARE TO BE 5PAECED AT 16" oc. UN.O. 2, UNIT SHEAR CAPACITIES ARE BASED ON AF a PA SDPWS TABLE 43A (IBC 2306.3). 3. USE (2) KING STUDS AT EACH END OF SHEAR PANELS (SHEAR WALL CHORDS) U.N.O. 4, ALL PANEL EDGES SHALL BE BLOCKED WITH 2 -INCH NOMINAL OR WIDER FRAMING WITH EDGE NAILING AT ALL SUPPORTS AND PANEL EDGES UN.O. (AF 6 AP SDP* 43.1.1. NOTE I). 5, WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LESS THAN (o" o.c. ON EITHER SIDE, PANEL JOINTS TO FALL ON DIFFERENT FRAMING MEMBERS. 6, FRAMING AT ADJOINING PANEL EDGES AND SILL PLATES BE 3 -INCH NOMINAL OR WIDER FOR EDGE NAILING 3" ac. OR LESS. NAILS ADJOINING PANEL EDGES AND INTO SILL PLATES SHALL BE STAGGERED (AF d AP 5DPW5 43.1.1 NOTE 3). 1, INSTALL SHEATHING TO MATCH SHEAR WALL SPECIFIED ABOVE AND BELOW ALL OPENINGS WHERE PERFORATED WALLS ARE INDICATED, NOLDOUJN SCHEDULE 5YMBOL HOLDO% i L5THD S/8 RJ HOLDOLN, 5EE DETAIL 15/5D.1 5THD 10 /10 RJ HOLDOLUN, 5EE DETAIL 15/51).1 5THD 14/14 RJ HOLDOWN, 5EE DETAIL 15/5p.1 X �r N''L F�y� �o�c �rasr�o d 9634°` -F _ �.' W J�NLlAR1' 2013 IQ cv oz, IT LIL ul V V z cv m ul r II z C, Q 0 > L N 11 IV/ CII, Cl [[� C), o/ LH M E wz <1 O OL LL- oho � Jl-Y -6 II II� i� ii— LLI ill U LLI —A OL 11 W/ II�_I�IX_llll OL AI-- F4--JL MAIN SHEARWALL PLAN DRLJN 5Y: DLA DATE: JAN 2013 &GALE: 3/16" = 1' -0" Sheet Number REVISED 5/4/13. DA WAITING AREA 12' CEILING 11 —Alli 9 FOYI III 12' CEILING L 4'- O1x5' -O" 4 I I I L.=r " III 2' -6 "x6' -O" 1 I I COVERED 1 DRIVE THRU ------------------------------------- El 1 1 1 1 1 I 1 I 1 1 1 1 1 1 i I 1 I 1 1 I 1 I I I 1 I 1 I 1 I 1 1 , I I I I MAIN SHEARWALL PLAN 5GALE: 311611 = I' -O" MAIN FLOOR 50, FT.= 684a PAC -u iL. LU O.R. SUITE [D EMPLOYEE BATH 5 FIT LOCKERS BELOW o00 O 4'- 0 "4' -0" 4'- O "x2' -0" 1 SHEAR WALL SCHEDULE Fa ns 8d NAILS CAPACITY DESIGNATION MATERIAL NOTES (LD EDGE FEILD WIND SEISMIC 1/16" OSB OR CDX PLYWOOD 3 -1/2" 12" 611 1211 360 260 2,4,5 11116" OSB OR CDX PLYWOOD 2" 12" 4" 12" 530 350 2,4,5b 5HEARWALL NOTE5: 1. WALL STUDS ARE TO BE 5PAECED AT 16" oc. UN.O. 2, UNIT SHEAR CAPACITIES ARE BASED ON AF a PA SDPWS TABLE 43A (IBC 2306.3). 3. USE (2) KING STUDS AT EACH END OF SHEAR PANELS (SHEAR WALL CHORDS) U.N.O. 4, ALL PANEL EDGES SHALL BE BLOCKED WITH 2 -INCH NOMINAL OR WIDER FRAMING WITH EDGE NAILING AT ALL SUPPORTS AND PANEL EDGES UN.O. (AF 6 AP SDP* 43.1.1. NOTE I). 5, WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING 15 LESS THAN (o" o.c. ON EITHER SIDE, PANEL JOINTS TO FALL ON DIFFERENT FRAMING MEMBERS. 6, FRAMING AT ADJOINING PANEL EDGES AND SILL PLATES BE 3 -INCH NOMINAL OR WIDER FOR EDGE NAILING 3" ac. OR LESS. NAILS ADJOINING PANEL EDGES AND INTO SILL PLATES SHALL BE STAGGERED (AF d AP 5DPW5 43.1.1 NOTE 3). 1, INSTALL SHEATHING TO MATCH SHEAR WALL SPECIFIED ABOVE AND BELOW ALL OPENINGS WHERE PERFORATED WALLS ARE INDICATED, NOLDOUJN SCHEDULE 5YMBOL HOLDO% i L5THD S/8 RJ HOLDOLN, 5EE DETAIL 15/5D.1 5THD 10 /10 RJ HOLDOLUN, 5EE DETAIL 15/51).1 5THD 14/14 RJ HOLDOWN, 5EE DETAIL 15/5p.1 X �r N''L F�y� �o�c �rasr�o d 9634°` -F _ �.' W J�NLlAR1' 2013 IQ cv oz, IT LIL ul V V z cv m ul r II z C, Q 0 > L N 11 IV/ CII, Cl [[� C), o/ LH M E wz <1 O OL LL- oho � Jl-Y -6 II II� i� ii— LLI ill U LLI —A OL 11 W/ II�_I�IX_llll OL AI-- F4--JL MAIN SHEARWALL PLAN DRLJN 5Y: DLA DATE: JAN 2013 &GALE: 3/16" = 1' -0" Sheet Number REVISED 5/4/13. DA NOLDOUJN SCHEDULE 5YMBOL HOLDO% i L5THD S/8 RJ HOLDOLN, 5EE DETAIL 15/5D.1 5THD 10 /10 RJ HOLDOLUN, 5EE DETAIL 15/51).1 5THD 14/14 RJ HOLDOWN, 5EE DETAIL 15/5p.1 X �r N''L F�y� �o�c �rasr�o d 9634°` -F _ �.' W J�NLlAR1' 2013 IQ cv oz, IT LIL ul V V z cv m ul r II z C, Q 0 > L N 11 IV/ CII, Cl [[� C), o/ LH M E wz <1 O OL LL- oho � Jl-Y -6 II II� i� ii— LLI ill U LLI —A OL 11 W/ II�_I�IX_llll OL AI-- F4--JL MAIN SHEARWALL PLAN DRLJN 5Y: DLA DATE: JAN 2013 &GALE: 3/16" = 1' -0" Sheet Number REVISED 5/4/13. DA X �r N''L F�y� �o�c �rasr�o d 9634°` -F _ �.' W J�NLlAR1' 2013 IQ cv oz, IT LIL ul V V z cv m ul r II z C, Q 0 > L N 11 IV/ CII, Cl [[� C), o/ LH M E wz <1 O OL LL- oho � Jl-Y -6 II II� i� ii— LLI ill U LLI —A OL 11 W/ II�_I�IX_llll OL AI-- F4--JL MAIN SHEARWALL PLAN DRLJN 5Y: DLA DATE: JAN 2013 &GALE: 3/16" = 1' -0" Sheet Number REVISED 5/4/13. DA REVISED 5/4/13. DA ,- -PIACB STUD AT _ / ROUBLE TOP �FVV WALL Wrrn 2x STUDS ® 16" O/C 1 (TYPICAL WALL FRAMING 16d NAILS AS PER ' PLAN BETWEEN SPLICE SEE PLAN VIEW CENTER STUD 0 C OF BOTTOM BUTT LICE ELEVATION VIEW BLOCKING 48" 0/C 16d NAILS 24" 0/C STUD WALL, PLATE �PLE STUDS ® 16" O/C�HEADER TO TOP PIING STUDS CONT. FROM SO TE TO TOP PLATE t 4 16d NAILS AT HEADER TYPICAL —WOOD HEADER PER PLAN - -TRIMMER STUD(S) OR POST PER PLAN -- -MAIL KING STUD(S) TO TRIMMER WITH 1 NAILS ® 12" 0/C STAGGERED ----2x PLATE WITH (2) 16d TOE NAZIS AT ENDS —2x PRESSURE TREATED SILL PLATE 2" MIN. PLAN VIEW id AT BR BOUNDARY GMUM 6" 0/C IG MAXIMUM 12" 0/C OOR JOIST D SHEATHING PANEL EDGES PANEL JOINTS 2 (TYPICAL UNBLOCKED HORIZONTAL DIAPHRAGM -ROOF SHEATHING AS CALLED OUT IN NAILING SCHEDULE PRE- MANUFACTURED ROOF TRUSSES AS SHOWN ON FRAMING PLAN '8d NAILS ® 6" 0/C (DIAPHRAGM BOUNDARY NAIILNG) U.N.O. 2x FULL. HEIGHT BLOCKING. HOLD DOWN EVERY FOURTH BLOCK FOR ATTIC VENTILATION. HI CLIP ON EVERY TRUSS (® 24" O.C.) TO WALL CONNECTION U.N.O. (4) 16d TOE NAILS PER BLACK INTO TOP PLATES. NOTE: A35 CLIPS ® 24" MAY BE REQUIRED PER PLANS. DOUBLE 2x TOP PLATE 2x STUD WALL, ® 16" 0/C WALL SHEATHING AND NAILING PER PLANS STUD WALL 2x DOUBLE TOP PLATE 2x STUDS ® 16" 0/C MAX. AND AT PLYWOOD EDGES SHEAR WALL PLYWOOD SHEATHING PER PLAN WOOD POST AT HOLDOWN ANCHORS PER PLAN (2 -2x- TYPICAL) JOINT'S G AT PLYWOOD .2x PRESSURE TREATED SILL PLATE. USE 3x TREATED PLATE FOR NAMG <2" 0/C SILL PLATE ANCHOR BOLTS PER PLAN SIMPSON HOLDOWN ANCHOR PER PLAN 3 (TYPICAL SHEAR WALL FRAMING & CONNECTION IF �nsnMOU Wrrn va LS ® 6" 0/C INTO CLING U.N.O. CRIPPLE STUDS AS REQ'D OPENING PER PLANS DOUBLE TOP PLATE HEADER PROVIDE DOUBLE 2x AT TOP OF OPENEiNG TO RECEIVE STRAPPING IF HEADER IS SET UP FLUSH WITH DOUBLE TOP PLATE) MST48 STRAP 2x BLOCKING BL E KING STUD WERS PER PLAN NOTE: 1. NAIL WALL SHEATHING INTO HEADER & ADJACENT 2x BLACKING W/ 8d NAILS ® 4" O.C. 2. USE CMSTCI6 STRAP AT ADJACENT OPENINGS AND LAP 16" MINIMUM ONTO HEADER. 4 HEADER BLOCKING DETAIL - PER PLANS 2x4 BLACKING. TWO BAYS TRUSS BLOCKING WITH (4) 8d NAILS PER BLOCK PLYWOOD SHEATHING PER PLAN -FAB TRUSSES ®24" 0/C BOUNDARY NAILING PER PLAN 2x4 BRACE ® 48" 0/C WITH SIMPSON A35 AT EACH END I� S 0 6" O/C INTO 2x4 MANUFACTURED WOOD TRUSSES :'LING - MATCH 1 PER PLAN iTHING TO SHEARWALL 2 PLYWOOD SHEATHING PER PLAN )W ► 1 •':i ►1 �1 1m TRUSS TO PLATE STACKING TO TRUSSES 16d NAILS ® 6" 0/C BOUNDARY NAILING PER PLAN 2x DOUBLE TOP PLATE LE TOP PLATES PLYWOOD SHEATHING PER PLAN MINI ® 16" 0/C STUDS ® 16" 0/C �FVV WALL Wrrn 2x STUDS ® 16" O/C 1 (TYPICAL WALL FRAMING 16d NAILS AS PER ' PLAN BETWEEN SPLICE SEE PLAN VIEW CENTER STUD 0 C OF BOTTOM BUTT LICE ELEVATION VIEW BLOCKING 48" 0/C 16d NAILS 24" 0/C STUD WALL, PLATE �PLE STUDS ® 16" O/C�HEADER TO TOP PIING STUDS CONT. FROM SO TE TO TOP PLATE t 4 16d NAILS AT HEADER TYPICAL —WOOD HEADER PER PLAN - -TRIMMER STUD(S) OR POST PER PLAN -- -MAIL KING STUD(S) TO TRIMMER WITH 1 NAILS ® 12" 0/C STAGGERED ----2x PLATE WITH (2) 16d TOE NAZIS AT ENDS —2x PRESSURE TREATED SILL PLATE 2" MIN. PLAN VIEW id AT BR BOUNDARY GMUM 6" 0/C IG MAXIMUM 12" 0/C OOR JOIST D SHEATHING PANEL EDGES PANEL JOINTS 2 (TYPICAL UNBLOCKED HORIZONTAL DIAPHRAGM -ROOF SHEATHING AS CALLED OUT IN NAILING SCHEDULE PRE- MANUFACTURED ROOF TRUSSES AS SHOWN ON FRAMING PLAN '8d NAILS ® 6" 0/C (DIAPHRAGM BOUNDARY NAIILNG) U.N.O. 2x FULL. HEIGHT BLOCKING. HOLD DOWN EVERY FOURTH BLOCK FOR ATTIC VENTILATION. HI CLIP ON EVERY TRUSS (® 24" O.C.) TO WALL CONNECTION U.N.O. (4) 16d TOE NAILS PER BLACK INTO TOP PLATES. NOTE: A35 CLIPS ® 24" MAY BE REQUIRED PER PLANS. DOUBLE 2x TOP PLATE 2x STUD WALL, ® 16" 0/C WALL SHEATHING AND NAILING PER PLANS STUD WALL 2x DOUBLE TOP PLATE 2x STUDS ® 16" 0/C MAX. AND AT PLYWOOD EDGES SHEAR WALL PLYWOOD SHEATHING PER PLAN WOOD POST AT HOLDOWN ANCHORS PER PLAN (2 -2x- TYPICAL) JOINT'S G AT PLYWOOD .2x PRESSURE TREATED SILL PLATE. USE 3x TREATED PLATE FOR NAMG <2" 0/C SILL PLATE ANCHOR BOLTS PER PLAN SIMPSON HOLDOWN ANCHOR PER PLAN 3 (TYPICAL SHEAR WALL FRAMING & CONNECTION IF �nsnMOU Wrrn va LS ® 6" 0/C INTO CLING U.N.O. CRIPPLE STUDS AS REQ'D OPENING PER PLANS DOUBLE TOP PLATE HEADER PROVIDE DOUBLE 2x AT TOP OF OPENEiNG TO RECEIVE STRAPPING IF HEADER IS SET UP FLUSH WITH DOUBLE TOP PLATE) MST48 STRAP 2x BLOCKING BL E KING STUD WERS PER PLAN NOTE: 1. NAIL WALL SHEATHING INTO HEADER & ADJACENT 2x BLACKING W/ 8d NAILS ® 4" O.C. 2. USE CMSTCI6 STRAP AT ADJACENT OPENINGS AND LAP 16" MINIMUM ONTO HEADER. 4 HEADER BLOCKING DETAIL - PER PLANS L SHEATHING AND NAILING NOTE: SEE TRUSS MANUFACTURER FOR PLANS OPTIONAL GABLE END CONSTRUCTION CRIPPLE STUDS AS REQ'D OPENING DOUBLE TOP PLATE HEADER PROVIDE DOUBLE 2x AT TOP OF OP G TO RECEIVE STRAPPING IF HEADER IS SET UP FLUSH WITH DOUBLE TOP PLATE) MST48 STRAP 2x BLOCKING BLE KING STUD HERS PER PLAN 48 STRAP 2x BLOCKING 2x AT WINDOW SILL NOTE: 1. NAIL WALL SHEATHING INTO HEADER & ADJACENT 2x BLACKING W 8d NAILS ® 4" O.C. 2. NAIL WALL THING INTO WINDOW SILL & ADJACENT 2x BLOCKING W 8d NAILS ■ 4" Q.C. 3. USE CMSTC16 AT ADJACENT OPENINGS AND ZAP 16" MINIMUM ONTO HEADER. 5 BLOCKED HEADER & SILL - PER PLANS N . HOLD DOWN EVERY FOURTH BLOCK FOR VENTILATION 6 TYPICAL STUD WALL TOP PLATE SPLICE CONNECTION 7 TYPICAL FULL HEIGHT TRUSS BLOCKING 8 FULL HEIGHT TRUSS BLOCKING w/ TALL HEEL 9 TYP. GABLE END TRUSS TO STUD WALL CONNECTION 10 NOT USED / PRE -FAB WOOD TRUSSES ® 24" O.C. 2 x 8 RIDGE 2 x 6 OVERBUILD RAFTERS ® 24" Q.C. 2 x 8 VALLEY PLATE NOTE: FULLY SHEATH TRUSSES UNDER OVERBUILD SECTIONS. STUD WALL PER PLAN 2x4x8" LONG NAILER AT BOTTOM CHORD �- (2) ROWS OF 16d NAILS ® 3" O.C. STRAP PER PLAN 2x TOP CHORD BLACKING WOOD POST PER PLAN ° a 1° � Ia m 4" SLAB -11111 III° °� I11� X111_ al WU13U 2x STUD - U.N.O. WALL SHEATHING PER PLANS SIMPSON STHD8, STDH10 OR SM14 HOLDOWN (INSTALL AS PER SIMPSON SPECS.) W x 10" ANCHOR BOLTS ® 32" O.C. - U.N.O. PROVIDE 7" (MIN.) EMBEDMENT 2x PRESSURE TREATED BOTTOM PLATE SEE FOUNDATION PLAN FOR RUM SCHEDULE 8" FOUNDATION WALL NOTE: HOLDOWN BWJ ES HOLDOWNRHASTTO CLEAR SPAN FLOOR JOISTS. 11 (TYPICAL ROOF OVERBUILD DETAIL 112 INOT USED 113 INOT USED 114 (STRAP AT TRUSS CONNECTION 115 ITYPICAL STHD HOLDOWN DETAIL mI l III of a rn 2x STUD WALL 1/2 -x10" ANCHOR BOLTS 3?� O.C. U.N.O. WITH 3 "x3 xl /4" PL WASHER U.N.O. 1/2" ASPHALTIC JOINT MATERIAL 4" SLAB 4 III ( I =I COMPACT SOIL UNDER SLAB I I- I IN � NO T O IEXCCEED PROCTOR IN. _11111_ _ WATERPROOFING 13 #4 BARS HORIZ.(MIN, SEE PLANS) ROUGHENED SURFACE WITH 1/4" MIN. IRREGULARITIES °o DOWELS TO MATCH VERTICAL WALL REINFORCING rn = 0 a L 4�� _ SEE PLANS NOTES: 1. f'c =3,000 psi 2. fy= 80,000 psi 3. PLACE FOOTINGS ON NATIVE SOIL OR FIELD COMPACT TO 95% CONCRETE FOOTING. SEE FOUNDATION PLAN AND FOOTING SCHEDULE FOR SIZE AND REINFORCING 3" CLEARANCE WOOD POST (SEE PLANS) PB POST BASE, U.N.O. (3) #3 TIES IN TOP 6" w FINISH GRADE FINISH GRADE la (4) #4 BARS VERTICAL III (III III ° _ PIER OR SONO -TUBE AS =) I I I ICI I (I < TIES® 12" O.C. I° 11111- o. ° 4 4 ° 4 (° a ° SEE PLANS FOR FOOTING SIZE AND REINFORCEMENT — 4 3" CLEARANCE NOTES: PER PLANS 1. f'c =3,000 psi 2. fy= 60,000 psi 3. PLACE FOOTINGS ON NATIVE SOIL OR FIELD COMPACT TO 95% ENGINEERS SURVEYORS PLANNERS 3302 N. Main Street Spanish Fork, UT 84660 Phone: 801.798.0555 Fax: 801.798.9393 office@lei- eng.com ......... a ... .....e ........ z WO Q i' ° W J m J W z Ww O to a sr...�Q _9634 Q N W D J H V H DIMENSIONS SHOWN ON THE STRUCTURAL PLANS ARE FOR CONVENIENCE ONLY. VERIFY ALL DIMENSIONS WITH THE CURRENT ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. REVISIONS 1 SLAB -ON -GRADE 2013 -05 -07 JKSA/JNH 2 - 3 4 - 5 - LEI PROJECT M 2012 -1960 DRAWN BY: AKP CHECKED BY: EBM SCALE: NTS DATE: 12/21/2012 SHEET ■ 2x4 BLACKING. TWO BAYS TRUSS BLOCKING WITH (4) 8d NAILS PER BLOCK PLYWOOD SHEATHING PER PLAN -FAB TRUSSES ®24" 0/C BOUNDARY NAILING PER PLAN 2x4 BRACE ® 48" 0/C WITH SIMPSON A35 AT EACH END OSB SHEATHING WITH Sd S 0 6" O/C INTO 2x4 MANUFACTURED WOOD TRUSSES :'LING - MATCH 1 PER PLAN iTHING TO SHEARWALL 2 PLYWOOD SHEATHING PER PLAN )W SIMPSON A35 ® 48" 0/C TRUSS TO PLATE STACKING TO TRUSSES 16d NAILS ® 6" 0/C BOUNDARY NAILING PER PLAN 2x DOUBLE TOP PLATE LE TOP PLATES PLYWOOD SHEATHING PER PLAN STUD WALL WITH 2x STUDS ® 16" 0/C STUDS ® 16" 0/C L SHEATHING AND NAILING NOTE: SEE TRUSS MANUFACTURER FOR PLANS OPTIONAL GABLE END CONSTRUCTION CRIPPLE STUDS AS REQ'D OPENING DOUBLE TOP PLATE HEADER PROVIDE DOUBLE 2x AT TOP OF OP G TO RECEIVE STRAPPING IF HEADER IS SET UP FLUSH WITH DOUBLE TOP PLATE) MST48 STRAP 2x BLOCKING BLE KING STUD HERS PER PLAN 48 STRAP 2x BLOCKING 2x AT WINDOW SILL NOTE: 1. NAIL WALL SHEATHING INTO HEADER & ADJACENT 2x BLACKING W 8d NAILS ® 4" O.C. 2. NAIL WALL THING INTO WINDOW SILL & ADJACENT 2x BLOCKING W 8d NAILS ■ 4" Q.C. 3. USE CMSTC16 AT ADJACENT OPENINGS AND ZAP 16" MINIMUM ONTO HEADER. 5 BLOCKED HEADER & SILL - PER PLANS N . HOLD DOWN EVERY FOURTH BLOCK FOR VENTILATION 6 TYPICAL STUD WALL TOP PLATE SPLICE CONNECTION 7 TYPICAL FULL HEIGHT TRUSS BLOCKING 8 FULL HEIGHT TRUSS BLOCKING w/ TALL HEEL 9 TYP. GABLE END TRUSS TO STUD WALL CONNECTION 10 NOT USED / PRE -FAB WOOD TRUSSES ® 24" O.C. 2 x 8 RIDGE 2 x 6 OVERBUILD RAFTERS ® 24" Q.C. 2 x 8 VALLEY PLATE NOTE: FULLY SHEATH TRUSSES UNDER OVERBUILD SECTIONS. STUD WALL PER PLAN 2x4x8" LONG NAILER AT BOTTOM CHORD �- (2) ROWS OF 16d NAILS ® 3" O.C. STRAP PER PLAN 2x TOP CHORD BLACKING WOOD POST PER PLAN ° a 1° � Ia m 4" SLAB -11111 III° °� I11� X111_ al WU13U 2x STUD - U.N.O. WALL SHEATHING PER PLANS SIMPSON STHD8, STDH10 OR SM14 HOLDOWN (INSTALL AS PER SIMPSON SPECS.) W x 10" ANCHOR BOLTS ® 32" O.C. - U.N.O. PROVIDE 7" (MIN.) EMBEDMENT 2x PRESSURE TREATED BOTTOM PLATE SEE FOUNDATION PLAN FOR RUM SCHEDULE 8" FOUNDATION WALL NOTE: HOLDOWN BWJ ES HOLDOWNRHASTTO CLEAR SPAN FLOOR JOISTS. 11 (TYPICAL ROOF OVERBUILD DETAIL 112 INOT USED 113 INOT USED 114 (STRAP AT TRUSS CONNECTION 115 ITYPICAL STHD HOLDOWN DETAIL mI l III of a rn 2x STUD WALL 1/2 -x10" ANCHOR BOLTS 3?� O.C. U.N.O. WITH 3 "x3 xl /4" PL WASHER U.N.O. 1/2" ASPHALTIC JOINT MATERIAL 4" SLAB 4 III ( I =I COMPACT SOIL UNDER SLAB I I- I IN � NO T O IEXCCEED PROCTOR IN. _11111_ _ WATERPROOFING 13 #4 BARS HORIZ.(MIN, SEE PLANS) ROUGHENED SURFACE WITH 1/4" MIN. IRREGULARITIES °o DOWELS TO MATCH VERTICAL WALL REINFORCING rn = 0 a L 4�� _ SEE PLANS NOTES: 1. f'c =3,000 psi 2. fy= 80,000 psi 3. PLACE FOOTINGS ON NATIVE SOIL OR FIELD COMPACT TO 95% CONCRETE FOOTING. SEE FOUNDATION PLAN AND FOOTING SCHEDULE FOR SIZE AND REINFORCING 3" CLEARANCE WOOD POST (SEE PLANS) PB POST BASE, U.N.O. (3) #3 TIES IN TOP 6" w FINISH GRADE FINISH GRADE la (4) #4 BARS VERTICAL III (III III ° _ PIER OR SONO -TUBE AS =) I I I ICI I (I < TIES® 12" O.C. I° 11111- o. ° 4 4 ° 4 (° a ° SEE PLANS FOR FOOTING SIZE AND REINFORCEMENT — 4 3" CLEARANCE NOTES: PER PLANS 1. f'c =3,000 psi 2. fy= 60,000 psi 3. PLACE FOOTINGS ON NATIVE SOIL OR FIELD COMPACT TO 95% ENGINEERS SURVEYORS PLANNERS 3302 N. Main Street Spanish Fork, UT 84660 Phone: 801.798.0555 Fax: 801.798.9393 office@lei- eng.com ......... a ... .....e ........ z WO Q i' ° W J m J W z Ww O to a sr...�Q _9634 Q N W D J H V H DIMENSIONS SHOWN ON THE STRUCTURAL PLANS ARE FOR CONVENIENCE ONLY. VERIFY ALL DIMENSIONS WITH THE CURRENT ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. REVISIONS 1 SLAB -ON -GRADE 2013 -05 -07 JKSA/JNH 2 - 3 4 - 5 - LEI PROJECT M 2012 -1960 DRAWN BY: AKP CHECKED BY: EBM SCALE: NTS DATE: 12/21/2012 SHEET ■ NOTES: 1. f'c =3,000 psi 2. fy= 80,000 psi 3. PLACE FOOTINGS ON NATIVE SOIL OR FIELD COMPACT TO 95% CONCRETE FOOTING. SEE FOUNDATION PLAN AND FOOTING SCHEDULE FOR SIZE AND REINFORCING 3" CLEARANCE WOOD POST (SEE PLANS) PB POST BASE, U.N.O. (3) #3 TIES IN TOP 6" w FINISH GRADE FINISH GRADE la (4) #4 BARS VERTICAL III (III III ° _ PIER OR SONO -TUBE AS =) I I I ICI I (I < TIES® 12" O.C. I° 11111- o. ° 4 4 ° 4 (° a ° SEE PLANS FOR FOOTING SIZE AND REINFORCEMENT — 4 3" CLEARANCE NOTES: PER PLANS 1. f'c =3,000 psi 2. fy= 60,000 psi 3. PLACE FOOTINGS ON NATIVE SOIL OR FIELD COMPACT TO 95% ENGINEERS SURVEYORS PLANNERS 3302 N. Main Street Spanish Fork, UT 84660 Phone: 801.798.0555 Fax: 801.798.9393 office@lei- eng.com ......... a ... .....e ........ z WO Q i' ° W J m J W z Ww O to a sr...�Q _9634 Q N W D J H V H DIMENSIONS SHOWN ON THE STRUCTURAL PLANS ARE FOR CONVENIENCE ONLY. VERIFY ALL DIMENSIONS WITH THE CURRENT ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. REVISIONS 1 SLAB -ON -GRADE 2013 -05 -07 JKSA/JNH 2 - 3 4 - 5 - LEI PROJECT M 2012 -1960 DRAWN BY: AKP CHECKED BY: EBM SCALE: NTS DATE: 12/21/2012 SHEET ■ 11XII 15 HALF 5CALE EX5U IDAHO AD 15CN COUNT ' DE516N CRITERIA CODES- 2009 15C, IPC, IMC, NEC ORDINANCES= Cite OF REXE3URG, ID LO ,4DS: 5E15MIC DI WIND 9OMPI=4 5011-5 1500 P5F LIVE (SNOIU) 50# ROOF SNOIU VA TO 't'�E E3U LT POF: TO F3E 5J LT NO F/AF T OF LOT 21 1 OF OF C=:; N/-4L TO N5 TE i 256 NORTH 2rd E/,4�43'T C TY OF F,-,,EXE3UFG/ MAE)5 ON CCUN==z / D/4HO NI)EX OF FLAN5" 515E ................... G G =101 MAIN FLCCR PLAN ...... , ,4 =101 FRCNT4 REAR )_LEV ......4 = =102 511)E ELEVATIONS ....... A A =103 5CH E)UL FLANS ........4 = =104 G E55 FLANS ..........4 = =105 FIRE CODE NOTES....... A A =106 WALL 5 CT10N5 .... _ .... 4 4 = =101 MAIN ELECTRICAL FLAN .. E =101 o ;N ?s JANUAI'K T L/W O CD r� C'V La " JJ A� -�_- -c(A U � O LU - =E z a °O- LU -� cD ,�- o �c UA LU UA OL LLI LL- ff.� �- LLI lAA L LIA —A �<T O LLI -�- X U- TITLE PACE DRU N BY: DLA DATE: JAN 2013 SCALE: 1/4" = V -0" Sheet Number TITLE 1`V- Y 1%7F- j.1 71 L / 1.7 1`V- Y 1%7F- j.1 71 L / 1.7