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PSN 04734 Marvyn Magic Cabaret - TIJiYiltl� Z N v 0 o*Z ONO LLJ Am O Z N. 22 x uj ol LU V � �. LLJ 1 CL h U T cz - 2! � o _ (3)cz_ �0 0-a � CZ L. ..r 0 5'S o .c c (z n�0 C>d'J Lr) r / ,A d +� a u � � S O - / kA U a � ),I- 0 N C- a) / — . �o E- a 181 9 101 CAM SCOPE OF WORK nor a 3 7DATE_�BY--� OF LA DIVISION ILDING D EVIEWED FOR CODE COMPLIANCE aL -ilk T hcse plans `',,tire revL.rJc.I for Co' . vor:ip�laPC�^, on �Jr^.'._!f GI rlailS ,� not bil construed to be a rf)')4' for o-' an re ,' tOV,?) of violations of any City, r.Ccumty, State or Federal lavis. OVERALL SCOPE OF WORK SCALE: 1/16"=1'-0" J Q F-' co o � co T T T U 0 r z O z \,'�D ARC&/�' �G c FO v � A Nj9 EXP. 5-31-19\� T� OF U) z O (n M — Lb > N w p�j Q Z� J d Z W cy J (n L / OO CO LO O 0 N 00 C'7 Q T T I.() T i O d Q cn W w cn 'E 0 c c /_ EL Q 0 CD O L O W 20 O � V W � n1 U W ' i a Q U 0 U C y_ o N -o 11 c- U) C 6 O') C L U "N Q) L 6 :E U Q U �.cy) f 6 DD / or) f) O U �j \6 NOTE: CROSS SLOPE OF LANDING AREA DOES NOT EXCEED 2Y IN ANY DIRECTION-7 7— — — F------- ,�0-�� m O m I irk i 0 — L— ---- him; �h i� )6 NNP' r Pm ,F�� w# �� i,��[ i I I A w F l III,I S � E �J k � r �w � "' iU i� � I r ") �� g REMOVE 6 H ® 0r �. °9 t � ip � �' �+ i � ip i �� i w•w AND R�«�" it � q "", 'I�� i�B""S. l �a FOF 1,i',1 u'R � ;C�i��,�� i � MAX. . !ND �l w� ��,�1 �� IINI iii , t h {{ y n ay a 'q',� gb'� � � r i � �,'��`i 1 D P I � a: � "� i��fi �� 4 � � Wig$ li %$ ,�x �� S! Fr.Y .... �� I'�� it r' N a a� ��i ' T ,; �i�� Idiui��` "i u�d� 'Nu it Yiw�E rst I �» i h 4 n�° f�' oll - � � n �� 11 ,h,i 1� 1 A U �w�, I,in�I� l°wl�� ti Fi" w )F° �.SEE D711,, 6 i � � wup � � R MOVE 1"IEP /, ", E U i' „'i v auk 1 CODE. ,° fia PER. i � . SEE D � l �" . i,.IN -EDGE TO NO NICK "'FHAN 1/2" PARKING SCALE: 1/4" = 1'-0" CITY OF LA QUIRiTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE —BY BY 8' 6' 4' 2' 0' v ZAP (D 0. V5 :z LIJ Fe LufL< Z — Lu — as c D Lu ' w Cl U L =az ui d La Lo Z 0 U) C O c L �0 o E Nc(oC3 U3:(cz 8 PLOT: 1/11/201"1 8:20 AM PILE: SHEET 5 — PARKING 7 - END OF PARKING STALL �- - 518" DIAMETER ANCHORING HOLES e 3 ® # 3 CONT. `-- ~- 1/2" DIA. x 9" HIGH REBAR ANCHOR RODS �- 24" MIN. UNOBSTRUCTED AREA WHEEL STOP DETAILS / SCALE: 1 /2"=l'-O" COLOR EQUAL TO No. 15090 FEDERAL STANDARD 595B 51/2" DIAMETER 2" WIDE WHITE STRIPING TYP. 7 1/2" TWO COATS-----,-,,,_ 9Q ih 7/2 0- NOTE: DIMENSIONS ARE N FOR THE 3'-0" 10 1/2" N SQUARE SIGN - 9" o, 0. SQ STEEL SIGN TO 1, „ 1 1/2 BE PROPORTIONAL /+ N . 1 -2 1 2 ti �� `' PORCELAIN ON STEEL REFLECTORIZED SIGN N WITH BEADED TEXT r 511�, OR EQUAL- MOUNT 11j2 AT +36" HIGH ON { WALL OR 80" HIGH ON METAL POST---,,,,,\ TWO COATS OF PAINT 9" SQUARE ON SURFACE OF PARKING AREA CENTERED ON STALL T-O" SQUARE INTERNATIONAL SYMBOL OF ACCESSIBILITY SCALE: 1 /2"=l'-O" NOTE: 1. ALL RAMPS MUST MEET HANDRAIL AND CURB REQUIREMENTS. 2. MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY. ND� „ MIN- E 2 6p WHEN DOOR SWINGS ON TO LANDING 42" MIN. PLUS DOOR WIDTH �E p" M� 60., M/N AND CURB AI CURB 11 N01 2 Z„ MiN z � ^ M N 0 �--�� 30" MAX. RISE (TYP.) All, AS REQUIREu A STRAIGHT RAMP RUN NDE E 2 m HANDRAIL AT RAMPS ORIZONTAL RAILING REQUIRED WHERE INTERMEDIATE RAILS WITH A MAXIMUM OF 4" CLEAR SPACE BETWEEN INTERMED. RAILS ARE NOT REQUIRED, TYPICAL. " HIGH WARNING CURBS WHEN A 4" (OR MORE) DROP OCCURS M Ph N 4" MINIMUM TO 30 MAXIMUM 48" MIN. ADJACENT HAZARD D RAMP SECTION —WHEN DOOR SWINGS ON TO LANDING 42" MIN, PLUS DOOR WIDTH 60 A41A, 19" MIN co M *_GUARD RAIL Mr CENTERED AT 3" +1" HIGH AS REQUIRED' 30 MAx. - GUARD RAIL DETAIL RISE (I B RAMP WITH INTERMEDIATE SWITCH -BACK E RAMP ELEVATION PLATFORM SEE 2 6p WHEN DOOR SWINGS ON TO 3' NOSE LANDING 42" MIN. PLUS DOOR WIDTH m 60„ o SERE 2 (60 M MlN MIN NO 9 ? 0 o � INTERMEDIATE n TURNING POSITIO v 60" MIN. -" LANDINGS _ 6 INTERMEDIATE PLATFORM 30" MAX. RISE (TYP) 72" M/ 6 o 3 REQU O ui C RAMP WITH TURNING PLATFORM An la i 6 I 0 o � 0' gQ r um o� �° RAMP DETAILS & NOTES 6 � -0 N 51 a z CP2.2 SCALE: 1/4"=l'-O" 36" MIN. CUR. 1 POLE CURB (TYP. STREET (TYP. -SIDEWALK F DETAIL 48" MIN. CUR. 36" MIN. CUR. 1 40 SIDEWALK NOT USED SCALE: N.T.S. NOT USED 50ALE: 1/4'*'-0" NOT USED SCALE: 1 /4"=1'-O" NOT USED NOT USED SCALE: 3/4"=l'-O" NOT USED SCALE: 1 /4"=l'-O" NOT USED 48" MIN WIDE WALKWAY _ e � BLUE BACKGROUND 0 O SIGN PANEL, 70 SQ. IN. MIN, 18 GA. GALV. STEEL WITH SIGN, TYP. WHEEL STOP, PORCELAIN ENAMEL FINISH TYP. 0 WITH BLUE BACKGROUND 12" HT. WHITE —� WHITE SYMBOL AND LETTERS PAINTED 4" WIDE WHITE o - COLOR EQUAL TO No. 15090 LETTERS �. PAINTED DIAL.ao STRIPING TYP. FEDERAL STANDARD 595B o �� 4" WIDE BLUE co (NON-GLARERED PAINT) C, 36" O.C. MAX. z PAINTED BORDER O ® N ARKING ® C� Z WHITE FIGURE/PERIMETER 2 12'-0" 5'-0" 9'-0" j ----------------,t ------------------------------------------- DOUBLE ACCESSIBLE STALLS W1 VAN STALL ON LEFT 80 ABOVE GRADE MIN. LUE PAINTED BORDER ERE LOCATED IN PATH 48" MIN WIDE WALKWAY �SED ARGy OWH F TRAVEL v 2 2' SQ. GALV. STEEL POST # WHERE OCCURS SIGN, TYP. G-27769 " WIDE PAINTED DIAGONAL N EXP. 5-31-19 STRIPING @ 36" O.C. MAX. �� 4" WIDE BLUE ao OF PAINTED BORE DETAIL 25 NO CP2.2 SCALE: 1 1 /2"=l'-O" ® PARKING, 1-0 1-0 ALIGN REFLECTED SIGN PANEL 18 GA. 91-0. 5'-0" 9'-0. MIN. GALV. STEEL WITH PORCELAIN ENAMEL FINISH DOUBLE ACCESSIBLE STALLS WITH BLUE BACKGROUND NOTE: REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. LUE PAINTED BORDER WHITE SYMBOL AND LETTERS COLOR EQUAL TO No. 15090 FEDERAL STANDARD 595B — 48" MIN WIDE WALKWAY - - 48" MIN WIDE WALKWAY - - co VAN WHITE FIGURE/PERIMETER PARKING ACCESSIBLE ONLY SIGN, TYP. SIGN, TYP. MINIMUM BLUE BACKGROUND MINIMUM 2%MAX (29/6 FINE $250 FINE $250 SLOPE ANY 11 DIRECTION, SLOPE — — — — — — ——.—.—.—. TYP. 3'-0" SQ.'ISA' IN MAX IN ANY DIRECTION 6'-8" ABOVE GRADE MIN. WHERE WHITE PAINT O/ LOCATED IN PATH OF TRAVEL UE SQUARE WHITE LETTERS/PERIMETER ❑ PARKING [& NO PARKING INCLUDE VAN "ACCESSIBLE" ,� 4 WIDEBLUE 4" WIDE LETTERING AT VAN 12'-0" 5'-0" BLUE PAINTED 9'-0" 5'-0" PANTED 2 1/2" SQ. GALV. STEEL POST SINGLE VAN ACCESSIBLE STALL BORDER SINGLE ACCESSIBLE STALL BORDER U) WHERE OCCURS NOTE: 1. SIGN SIZE: 70 SQ. INCHES (MIN.) 35 ACCESSIBLE PARKING SING 36 ACCESSIBLE PARKING & STRIPING Q SCALE: 1 /4"=l'-O" SCALE: 1 /2"=l'-O" SCALE: 1 /8"=1'-0" NOTE: UNAUTHORIZED VEHICLES 1. THE CURB RAMP SHALL HAVE PARKED IN DESIGNATED 1 0' , -r A 12" WIDE BORDER WITH 1/4" ...., b.:.•;_• •:i >,.% GROOVES APPROXIMATELY 1" :. .. .' ACCESSIBLE SPACES NOT " , „,.'•.�•, "'�° ''' �` ,' DISPLAYING DISTINGUISHING; 1 O.C. E Liu PLACARDS OR SPECIAL EQ. EQ. 1 s / (� RAMP BORDER GROOVING DETAIL LICENSE PLATES ISSUED FOR Z LETTERING TO PERSONS WITH DISABILITIES -, �, h; v • pia >: reviewed for c �l . r i�r n be ,as v; CAST IN PLACE WARNING PANEL WILL BE TOWED AWAY AT - the AHJ. Approval of these p a h ll not be c e o h:: r? BE MINIMUM 1 N NOTE: THE OWNER'S EXPENSE. cv /— 2 a permit ntt for or n approval c u�,7 violations ` arp City, HIGH TOWED VEHICLES MAY I? Count,, Srate or i -dera, lav;s. 1. THE DETECTABLE WARNING B_e RECLAIMED AT SURFACE SHALL CONSIST OF _ RAISED TRUNCATED DOMES - * ;00 PARKING EXTENDING THE FULL WIDTH OF OR BY TELEPHONING �,J AND 3'-0" DEPTH OF THE O O * O LY KEY NOTES. MINIMUM SEPARATING VEHICLE DRIVE UO O © FINE $250 AISLES. TH1 3/8" DIAMETER GALVANIZED ROUND 2. THE TRUNCATED DOME PANELS @O @O OO * BLANK SPACES SHALL BE FILLED IN SHALL BE DEPRESSED IN THE OO OO �O �6 WITH APPROPRIATE INFORMATION AS A HEAD MACHINE BOLTS, TYP-2 PLACES CONCRETE LANDING. 3. THE RAISED TRUNCATED DOME ;n PERMANENT PART OF THE SIGN 1 PANELS SHALL BE CONCRETE, QO OO OO 17 MIN CAST IN TACT MANUF. BY MASCO. N 2 SEE 351CP2.2 FOR ACCESSIBLE OR APPROVED EQUAL. O @o PORCELAIN ON STEEL REFLECTORIZED SIGN PARKING SIGN 4. UNLESS PROHIBITED BY LOCAL NOTES: WITH BEADED TEXT OR EQUAL AGENCY OR GOVERNING CODE, THE COLOR OF THE RAISED TRUNVATED DOMES SHALL BE E.35 5" ® TOP 1. SIGN TO BE ALUMINUM OR PORCELAIN ON STEEL WITH 1 BEADED 3 3/4" DIAMETER WASHED DRAINAGE "BLACK" " ® BASE TEXT. BOTTOM OF SIGN TO BE 6'-8" MIN. ABOVE FINISHED SURFACE. 5. THE EDGE OF THE RAISED GRAVEL TRUNCATED DOME PANEL NEAREST o N THE STREET SHALL BE 6" AND 8" BEVELED EDGE 2. SIGN TO CONFORM TO CURRENT STATE AND LOCAL CODES AND FROM THE GUTTER FLOWLINE, -- REGULATIONS. 4 CONCRETE SLAB OR AC PAVING, SECTION B-B (TYP.) SEE CIVIL PLAN o DETECTABLE WARNING TRUNCATED DOMES 3. SIGN TO BE LOCATED IN A CONSPICUOUS PLACE AT EACH z ENTRANCE TO AN OFF-STREET PARKING FACILITY (PER SITE PLAN) 5 2 1/2" X 2 1/2" SQUARE GALVANIZED DETECTABLE WARNINGS & GROOVING ACCESSIBILE SIGN AT PARKING STEEL PERFORATED POST (V SCALE: N.T.S. BACK CURB DEPRESSED TRUNCATED 44B 1'- " 6'-0" 5'-0" 6'-0 1'- �— V RAMP LANDING MP o: "MAXI• :... . 2% MAX:t MAX. ' • EHICULAR DRIVE _4 0" CURB DOMES PANELS. SEE CP2 2 TRANSVERSE BROOM FINISH BORDER GROOVING, SEE 44A CP2.2 WEAKENED PLANE JOINT FACE OF CURB CURB RAMP 5'-0" 44A L12" WIDE GROOVED z URB BORDER PER - `, WHERE RAMP SLOPE IS L--- --_ BETWEEN 5% & 6.67% i b i PROVIDE DEPRESSED 44B N r � � J TRUNCATED DOMES PER CP2.2 VEHICULAR DRIVE 0" CURB — FACE OF CURB B FLARED CURB RAMP . ; SIDEWALK OR LANDING ....:..r....;.•;?; ..:.. :.`. DEPRESSED TRUNCATED 446 TO ;; q . ..:::: ::.. DOMES PANELS. SEE CP2.2 VEHICULAR DRIVE 0" CURB PER CIVIL �__ * FACE OF CURB ii ZERO INCH CURB ri CURB RAMPS/ LANDING SCALE: N.T.S. 6 COMPACTED SUBGRADE, SEE N 0 o r- ------ IN 5 CIVIL DRAWINGS M I 45 / CP2.2 co r , ' "Er 7 SEAL AROUND POST WITH NON SHRINK 17" X 22" (MIN) PARKING SIGN W/ LETTERING NOT LESS 7 "ucErvsecurss ] co N N J Q 0 u � H 0 7 W :D 0 � i �mF� w _9N.TC ° ^ ^ � M THAN 1" IN HEIGHT STATING: "UNAUTHORIZED VEHICLES GROUT OR SEALANT W-MMAT IPARKED ia"er,E�nr," IN DESIGNATED ACCESSIBLE SPACES NOT I 1 DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL 8 1'-0"DIAMETER CONCRETE FOOTING L ° W LICENCE PLATES ISSUED FOR PERSONS WITH DISABILITIESw ---- ---' WILL BE TOWED AT OWNERS EXPENSE. TOWED VEHICLES 4 MAY BE RECLAIMED AT: OR BYco Ill w TELEPHONING " ( SEE NOTE 3 BELOW) 0) L c A Q co 2" DIA. GALVANIZED STEEL POST x METAL SLEEVE WITH BACKER ROD AND SEALANT 6 0- a 0 FINISH MATERIAL, REFER TO CIVIULANDSCAPE PLANS _9 M V/ AP E 12" DIAMETER CONCRETE FOOTING w U 8 NOTES: 2 U � 3 1. USE 1/4 PAINTED ALUMINUM PANEL WITH �_ o o SILKSCREENED SYMBOL. SEE INTERNATIONAL SYMBOL OF ACCESSIBILITY. L N ACCESSIBLE PARKING ENTRANCE SIGN 56 ACCESSIBLE PARKING SIGN POST P] RMAtNENT 5IGNAGE TO BE 5TALLED ON THE WALL, )JACENT TO THE LATCH 51DE OF fE DOOR. MOUNTING LOCAtTION 15T ALLOW A PER50N TO 'PROACH WITHOUT COUNTERING PROTRUDING yJECT5 OR 5TANDING WITHIN THE .ZING PATH OF THE DOOR. NTH LITERARY BRAILLE LETTERING RA15ED 1 /32" 5TANDArRD DIMEN510N5: DOT DIAMETER 0.5q INCHE5 " INTER -DOT 5PACING 0. INCHE5 HORIZONTAL 5EPAtRAtiTIC 000000 BETWEEN CELL-5 0.2 0° ° 00INCHE5 DOTS RA 15ED MIN. 1 /4( CORRESPONDING GRADE II BRAILLE INCHES LETTER5 AND NUMERAL-5 5HA4LL BE RA15ED 1 /32", UPPER CASE, 5,AN5 SERIF TYPE AND 5HALL BE ACCOMPANIED WITH GRADE II BRAILLE, RA 15ED CHARA CTER5 5HALL BE AT L.EA5T 5/6" HIGH, BUT NO HIGHER THAN 2". N.T. INTERIOR SIGNAGE Interior Notes I COMBUSTIBLE MATERIALS USED IN SETS AND SCENERY SHALL BE FLAME RESISTANT IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN OCR, TITLE 19, DIVISION I, CHAPTER 8, IN ACCORDANCE WITH SECTION 806 AND THE CALIFORNIA FIRE CODE. FOAM PLASTICS AND MATERIALS CONTAINING FOAM PLAST105 SHALL COMPLY WITH SECTION 2603 AND THE CALIFORNIA FIRE CODE. (CBC 410.5.6) Fire Department Notes VERIFY LOCATION OF ALL FIRE EXTINGUI5HER5 WITH RIVERSIDE COUNTY FIRE DEPARTMENT. DISTRIBUTION OF FIRE EXTIN6UISHER5 SHALL BE IN ACCORDANCE WITH CFG a06. ALL INTERIOR FINISH FOR ALL WALLS THROUGHTOUT AN A OGCPANGY SHALL COMFY WITH OFO TABLE 505.5 Bar Section LOORF L A N SCALE: 1/4" = 1'-0" EXIT PATH OF CCUPANCY EXIT CCUPANT LOAD THEATER 152 SEATS PRE -SHOW LOUNGE: 151 15 PER NET AREA I,a52 SQ.FT. STAGE AREA: 44 15 PER AREA 65a 50.FT. MAGIC LOBBY: 45 5 PER NET AREA 212 50.FT. 550 Exit Light Note E X T INTERNALLY ILLUMINATED EXIT SIGN. A/ CAPITAL LETTERS NOT LESS THAN 6" IN HEIGHT IN/ A STROKE OF NOT LE55 THAN 5/4". THE WORD "EXIT" SHALL HAVE LETTERS HAVING A WIDTH OF NOT LESS THAN 2" EXCEPT FOR THE LETTER "I" AND A MINIMUM 5FACIN6 BETWEEN LETTERS OF LE55 THAN 5/8" ALL EXIT 51 GN5 SHALL BE ILLUMINATED AT ALL TIMES TO ENSURE CONTINUES ILLUMINATION FOR A DURATION OF NOT LE55 THAN 1 1/2" HOURS IN CASE OF PRIMARY POWER LOSS. THE EXIT SIGNS SHALL AL50 BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-51TE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE BUILDING ENTRANCE SIGNAGE 4LL ENTRANCES IN COMPLIANCE WITH OW II5-404 SHALL BE MARKED WITH THE NTERNATIONAL 5YM130L OF ACCESSIBILITY, INSTALLED PER GBG 1I5-705.6 :130 II5-216.6 4ON-COMPLIAN ENTRANCES SHALL BE MARKED WITH A DIRECTIONAL 516N, WITH ✓15UAL CHARACTE5, INDICATING THE LOCATION OF THE NEAREST COMPLIANT TITRANCE. Plan Notes ❑INDICATES FLOOR PLAN NOTES - SEE NUMBERS BELOW: ALL MANUFACTURED EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATION AND DIMENSIONS VERIFIED WITH INSTALLATION REQUIREMENTS. I BAR - SEE INTERIOR DESIGNERS DRAWINGS AND BAR EQUIPMENT DRAWINGS FOR MORE INFORMATION. 2 THEATER SEATING - SEE THEATER SEATING DRAWINGS FOR MORE INFORMATION. 3 THEATER SEATING PLATFORM - SEE STRUCTURAL DRAWINGS. 4 STAGE DRAPES - SEE INTERIOR DE5I6NER5 DRAWINGS FOR MORE INFORMATION. 5 WOOD HANDRAIL. 6 HANDICAP ACCESSIBLE FLOOR -MOUNTED RATER CLOSET. 7 FLOOR -MOUNTED WATER CLOSET. 8 WALL MOUNTED URINAL 4 LAVATORIES. 10 METAL RESTROOM PARTITIONS - SEE INTERIOR DESIGNERS DRAWINGS FOR MORE INFORMATION. II HANDICAP RE5TROOM GRAB BARS. 12 I-HR. RATED EXIT CORRIDOR. 13 6'4' DEMATERIALIZATION CHAMBER - SEE INTERIOR DESIGNERS DRAWINGS FOR MORE INFORMATION. 14 BUILT-IN DISPLAY CABINETRY - SEE INTERIOR DESIGNERS DRAWINGS FOR MORE INFORMATION. 15 FLOOR MOP SINK. I6 WALL MOUNTED UTILITY SINK. 17 BUILT-IN DESK - SEE INTERIOR DE516NER5 DRAWINGS FOR MORE INFORMATION. 18 SHELVING - SEE INTERIOR DESIGNERS DRAWINGS FOR MORE INFORMATION. la EXISTING DOOR AND WINDOWS - SEE EXISTING BUILDING SHELL DRAWINGS BY OTHER. 20 EXISTING EXIT DOOR - SEE EXISTING BUILDING SHELL DRAWIN65 BY OTHER. 21 EXISTING RAMP - SEE EXISTING BUILDING SHELL DRAWINGS BY OTHER. 22 8'-6" DRYWALL SOFFIT. 25. LINE OF SOFFIT - SEE INTERIOR DESIGNERS DRAWINGS FOR MORE INFORMATION. WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.5 EXISTING BUILDING HALLS - SEE EXISTING BUILDING DRAWINGS. NEW METAL STUD DEMISING HALL W/ 5/5" TYFE 'X' GYP. BD. GA FILE NO. 1015 NEW METAL STUD I-HR. WALL A/ 5/5" TYPE 'X' GYP. BD. BOTH SIDES GA FILE NO. 1015 NEW METAL STUD WALL IN/ 5/5" GYP. BD. BOTH SIDES GA FILE NO. 1015 ill C-4 6. Lu L w 10 0Z W � < + W-- Q' co '.. Lu o; ' W p z u C> U T � n CZ VJ 0 O .. '� a) 4— cz 0) �0CZ C c .� CIO Chi cn (0 c3 v�:'t_j i 8' 6' 4' 2' 0' PLOT: 1/17/2019 8:27 AM PILE: SHEET I - FLOORPLN5 V6 0 Q0 n 0 0 -C cn 0 Ne 0 < 00 6i 00/ U) 0 C"j 0 E II 4 III — — — — — — — — — — — — FA11 W'PAF 40rmkM m z 0 ILIN II II 1N\\ \\\11 I r Fr:-7FULL HF-16�iTX1 I r-1 --' ,EXI T ',E XI TjDl�,)WING�- D�,'C_- IN0 STI E/ GP�EEN �-100M/ 134, LIJ, ST(--)1�5AG101-01, CIEILIN& Lu STAGE :a2k/—� 21)-] -j 101-01, 00 ING LuILL BAc<Fr10'-0" O�ILIN&-]A CrQ— OFTEI&-(5T &EILINCE ILIN S,,�,GE16� CEILINC FULL HEISHT -L FJLL HE16HT F- - — - 152- AT- (4 H r�)TPHATEP� 06399Agg.25 0,1921 919 21 /0 >9 Rlj21� , N4 19 - 9197�,09i 0'09 qC19�-99 wg24 '�9 i 9 �9 9)999 :21 0110 9 Azil::l - C3 9 — — — — — — — — — — ---- O� 2 9 9 1P R9 C99994 9qq!kq Ei si�qC99-99 21 9 �,/ - F-;;-4 --1 4 )1 -- 'k- 271 j 90 919. 99's �XR 21 2 Zj 4;�, R 9 9 9 7 19. 2 9 2 99-9 9 0 1 E-R9-9,9 qlrq�E: L LA -P7 999 SOUND Z9 ENGINEER �-j :�99!4 Lu 7- :E -2� m LL + 61 REFER TO BAf;P, PLAN BY 6 BAR EaUlFRENT SUPPLIER FOR MORE JNFfO. E 3 N-NN 12'-0' EILIN& I HR. AREA 6 SEPARATION WALL ZL 6 OTE: r-mOVlL.111L- T = WITH HA (",-kr- 1 5 Ar-CES IT'r WITH E551 BLE R 0 E E IN LOUNGE HANDICAP E3 ER\Ilr-E L — — — OUNGE IN C- — - - — - - — - - — - IN IN 0 IN 2�—Mwn N + 5 F, r I --!a -i -0 0 ROLL -UP — m OR 10'-0" CEILIN6 __j 015FLA'T' L— — — — — -- m ice/ I \ 10'-0" CEILI 5 ---J'VV0%/1IEN'� 'MEN 'S ^MAGIC 10--0-- rEILIN& D Lu 71 T IL (NISPLAT' N -�J DEMA RIALIZATION L 5) r-HAME3 F xi Y DISPLAY E A Plan Notes EINDICATES FLOOR PLAN NOTES - SEE NUMBERS l BELOW: ALL MANUFACTURED EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATION AND DIMENSIONS VERIFIED WITH INSTALLATION REQUIREMENTS. I PAINTED DRYWALL CEILING. 2 ACOUSTICAL TILE CEILING. 5 I-HR. RATED DRYWALL CEILING. 4 CURTAINS 5 LIGHTING - SEE INTERIOR DE516NER5 DRAWINGS. 6 DEORATIVE HANGING ELEMETS - SEE INTERIOR PE516NER5 DRAWINGS. WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.5 Date: These Plan' rev�,%!ved for ccc,,-0 c the AJ-1j. App, OM,10liance on behalf of a pei` it for Ov;-:4 of these plans shall not be construed to bc 07 an approval Of any violations of any city, CCU ty, State or Federal laws. WALL LEL03%END EXISTING BUILDIN& WALLS - SEE EX15TIN(9 BUILDING DRAWINGS. NEW METAL STUD DEMISING WALL Vil 5/5" TYPE X(9'(P. BD. GA FILE NO. 1015 NEW METAL STUD I-HR. WALL N 5/8" TYPE X&YP. B0. BOTH SIDES 6A FILE NO. 1015 NEW METAL STUD WALLV41 5/5" GYP. 5D. — — — — — — — — - �j BOTH SIDES 6A FILE NO. 1015 11 A 1 11 111 1 LL- ti- --Ij E F G 4 4 4 CEILING P LAN SCALE: 1/4" = 1'-0" 81 61 41 21 01 Uz (C11 z < z LLJ —co ale w L U 4 001 :10 z C3 Lu < tu 10 N 0 4n 0 — LUZ C& C.) U) C: CD Cz C: �0CzCZ (Z CZto ce) (0 C3 L) CZ 6 Cz 3:,t —j r7 (D L 0 � 0 Q a U 00 U N cy) 0 00/ o� N U N (n SECTION A_A SCALE: 1/4" = 1'-0" SECTION CE-C SCALE: 1/4" = I'-O" SECTION SCALE: 1/4" = 1'-0" SECTION B k# N OTE S INDICATES SECTION NOTES , SEE NUMBER BELOW: 1. EXISTING BUILDING WALLS - SEE EXISTING BUILDING DRAWINGS. 2. NEW METAL STUD DEMISING WALL W/ 5/8" TYPE 'X' GYP. BD. GA FILE NO. 1015. 3. NEW METAL STUD 1-HR. WALL 5/8" TYPE 'X' GYP. BD. BOTH SIDES. GA FILE NO. 1015. 4. NEW METAL STUD WALLS W/ 5/8" GYP. BD. (SOUND). GA FILE NO. 1015. 5. METAL STUD SEATING PLATFORM W/ 2 LAYER 3/4" PLYWOOD FLOOR. SEE STURCTURAL DRAWINGS. 6. NEW 1-HR. RATED CEILING W/ 5/8" TYPE 'X' GYP. BD. GA FILE NO. 4490 7. NEW METAL STUDS W/ 5/8" GYP. BD. SOFFIT FRAMING. 8. THEATER SEATING. 9. LINE OF CEILING TILE - SEE INTERIOR DESIGNERS DRAINGS. 10. DEMATERIALIZATION CHAMBER. 11. EXISTING CONCRETE FLOOR. 12. EXISTING ROOF FRAMINGS. 13. DROP BEAM - SEE STRUCTURAL DRAWINGS. 14. NEW 5/8" GYP. BD. CEILING. 15. EXISTING ROOF TRUSSES. 16. 1-HR. RATED CORRIDOR. 17. PROVIDE "HILTI" FIRESTOP SYSTEM AT ALL RATED WALL PENETRATIONS. - } These plans v;c:re reviewed f,)r code complia t, the AHJ. f.pP'OVat of these plans shcli not bj' f_J. i' L ib, a p rrnit for or an appraval of any violations f nY Co!snty, state or Federal laws. v` Z06 6. Z ®v � cc (j � Z, w <„ It Z - Jr a + w -00 L� Lu L r. 6 Lzu U Hi 0': z0Cr- uLI �55® U ®ulp �zW0� Oa! 0 5cc: cm �. (� a U r CD CIO U) CnC 0 0 � C: rwo > CZ +,j�CC) � Cz �� Cz c - N6 r-- PLOT: 12/20/2015 5:55 PM PILE: SHEET 5 - SECTIONS n S E C EN-W E-E SCALE: I/4" = I'-O" i SECTION F SCALE: 1/4"=.II-O" SECTION G L:i SCALE: 1/4" = 1'-0" aINDICATES SECTION NOTES , SEE NUMBER BELOW: 1. EXISTING BUILDING WALLS - SEE EXISTING BUILDING DRAWINGS. 2. NEW METAL STUD DEMISING WALL W/ 5/8" TYPE 'X' GYP. BD. GA FILE NO. 1015. 3. NEW METAL STUD 1-HR. WALL 5/8" TYPE 'X' GYP. BD. BOTH SIDES. GA FILE NO. 1015. 4. NEW METAL STUD WALLS W/ 5/8" GYP. BD. (SOUND). GA FILE NO. 1015. 5. METAL STUD SEATING PLATFORM W/ 2 LAYER 3/4" PLYWOOD FLOOR. SEE STURCTURAL DRAWINGS. 6. NEW 1-HR. RATED CEILING W/ 5/8" TYPE 'X' GYP. BD. GA FILE NO. 4490 7. NEW METAL STUDS W/ 5/8" GYP. BD. SOFFIT FRAMING. S. THEATER SEATING. 9. LINE OF CEILING TILE - SEE INTERIOR DESIGNERS DRAINGS. 10. DEMATERIALIZATION CHAMBER. 11. EXISTING CONCRETE FLOOR. 12. EXISTING ROOF FRAMINGS. 13. DROP BEAM - SEE STRUCTURAL DRAWINGS. 14. NEW 5/8" GYP. BD. CEILING. 15. EXISTING ROOF TRUSSES. 16. 1-HR. RATED CORRIDOR. 17. PROVIDE "HILTI" FIRESTOP SYSTEM AT ALL RATED WALL PENETRATIONS. va3 43. 1 BY: ["ate ��- These plans were revievved for coda ca,,:pft�nCE Ln 13C,cl the AHJ. Approval of these plans shall not h,2 COM.'trluzd to e a perimit for or an approval of any violatiols of any City, County, State or Federal lanes. SEAT PLATFORM FINISH FLOOR SEAT PLATFORM FINISH FLOOR SEAT HEIGHT-\ Z (� LW1 V " iu ce cri � LLI d Z: - Oe vs 3: V d d ua, I� Kom W ::)Fno U j LL z �0WQ� m ®o>00 �;0 m ui U o r PLOT: 12/20/2015 5:55 PM PILE: SHEET 5 - SECTIONS N z u , _ 45 "X50" c0 O . 3 2 l � to c�V Opr 2 60" DIA. CLR. LU 45"X50" Ali %J CLR. ' 24" 12" 42 MIN. MAX. or 54" MIN. ADDITIONAL NOTES A. MAKE WALLS OF THE REST ROOMS SMOOTH, NON ABSORBENT AND READILY CLEANABLE. FLOOR SHALL HAVE A HARD NON ABSORBENT SURFACE, SUCH AS NON -SLIP CERAMIC TILE OR OTHER APPROVED MATERIAL. B. FLOORS SHALL BE SLIP -RESISTANT AND SHALL BE SLOPED NOT LESS THAN 1/4" INCH PER FOOT TO FLOOR DRAINS. THE FLOOR SHALL BE CONTINUOUSLY COVED TO THE INTEGRAL PART OF THE FLOOR. WALLS WITHIN WATER CLOSET -COMPARTMENTS AND WALLS WITHIN 2 FEET OF THE FRONT SIDES OF URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 4 FT. C. ALL DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF KEYS OR SPECIAL KNOWLEDGE OR EFFORT. PROVIDE LEVER DOOR HARDWARE, ALL DOORS SHALL BE ACCESSIBLE BY THE HANDICAPPED. D. HOT / COLD RUNNING WATER TO BE PROVIDED TO LAV'S & SHOWER'S NOT TO EXCEED MAX. 110 DEGREE WATER TEMP. E. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN THESE BUILDING STANDARDS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595A. NC INTERNATIONAL SYMBOL OF ACCESSIBILITY A WHITE FIGURE ON A BLUE BACKGROUND. F. A LEVEL CLEAR AREA 60" DEEP WHEN ENTRY DOOR SWINGS TOWARDS APPROACH AND 44'' DEEP WHEN THE DOOR SWINGS AWAY FROM THE APPROACH. G. RESTROOM ENTRY DOOR SHALL HAVE A SYMBOL INDICATING SEX; FOR MEN AN EQUILATERAL TRIANGLE (12" PER SIDE) AND FOR WOMAN A CIRCLE (12'' DIA.). THESE SHOULD BE 1/4" THINK, CONTRASTING COLOR AND MOUNTED AT 60'' SEE SHEET DETAIL SHEET H. PROVIDE EXHAUST FAN IN EACH RESTROOM - VENT TO OUTSIDE AIR, CAPABLE OF 5 AIR CHANGES PER HOUR. 6" MAX. I 1 2 WHITE 5YM$0L5 AND LETTER5 ON A BLUE BACKGROUND, TYPICAL a N �6" WC'IIEN MEN LIa�I EX TYPICAL RE5TR001'1 DOOR 5IGNAGE DOOR -MOUNTED 5IGNAGE APPROPRIATE TO ROOM U5E WALL MOUNTED 5IGNAGE TO BE LOCATED ON LATCH 51DE OF DOOR 514INC. MOUNT AT 60" TO CENTER LINE OF SIGN FROM FLOOR LETTERING RA15ED 1 /32' UPPER-CA5E CHARACTER5 NOTES: ON DOORWAYS LEADING TO 5ANITARY d FACILITIES, THE 5YMBOL5 TO BE I MEN! PROVIDED ARE I V EQUILATERAL TRIANGLE POINTING UPWARD FOR MEN �- OR 12" DIAMETER CIRCLE FOR WOMEN, 1 /4" THICK CENTERED ON DOOR 60, RESPONDING GRADE I1 BRAILLE ABOVE FLOOR, CONTRA5TING COLOR WITH DOOR. N.T.5. TOILET SIGNAGE Compliant restrooms marked with signs per CBC 11 B-703.7.2.6.3, including braille and the International symbol of accessibility. CBC 11 B-216.8 The location of and directions to the compliant restrooms shall be posted in or near the building entrance and shall include the International symbol of accessibility CBC 11 B-216.8. N OTES ❑INDICATES FLOOR PLAN NOTES - SEE NUMBERS BELOW: ALL MANUFACTURED EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATION AND DIMENSIONS VERIFIED WITH INSTALLATION REQUIREMENTS. 1. HANDICAP ACCESSIBLE FLOOR -MOUNTED WATER CLOSET. 2. COMBINATION PAPER TOWEL DISPENSER AND WASTE RECEPTACLE. 3. LAVATORIES - SEE ADDITIONAL NOTES. 4. FLOOR DRAIN - SLOPE FLOOR TO DRAIN. 5. TOILET PAPER DISPENSER WITHIN 12'' OF FRONT EDGE OF WATER CLOSET SEAT. 6. GRAB BAR - SEE ADDITIONAL NOTES. 7. MIRROR. 8. NAPKIN DISPENSER. OINTERIOR ELEVATIONS. NOTES: A. MINIMUM 30" X 46" CLEAR FLOOR OR GROUND 5PACE I5 PROVIDED TO ALLOW FORWARD OR PARALLEL APPROACH TO AGCE550RIE5. 2007C50, 1117B.G.2 4.22.7 B. ONE FULL UNOB5TRUCTED 5IDE OF THE CLEAR FLOOR OR GROUND 5PACE ADJOINS OR OVERLAPS AN ACCE551BLE ROUTE OR ADJIN5 ANOTHER C. WHEELCHAIR CLEAR FLOOR 5PACE. 2016050, 1 1 155.4.2 4.2.4.2 D. MIRROR I5 MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROM THE FLOOR. 201 &CBC, 1 1 155,5,1 4.19,G E. OPERABLE PART5 (INCLUDING COIN 5LOT5) OF ALL FIXTURE5 OR ACCE55ORIE5 ARELOCATED WITHIN AT LEA5T ONE OF THE REACH RANGE5 5PECIFIED IN 2007CBC, 1 18B.5 4 1 1 18B.(o (I.E. SOAP DI5PEN5ER5, TOW EL5, TOILET SEAT COVERS, AUTO -DRYERS, 5ANITARY NAPKIN DI5PEN5ER5, WA5TE RECEPTACLES, ETC.). 20160BC, 1 1 17B.G,3 4.23.7 F. CONTROL-5 AND PERATING MECHANIM5 OPERATE WITH ONE HAND AND DO NOT REQUIRE TIGHT GRA5PING, PINCHING, OR TWI5TING OF THE WRIST. 2016C50, 1117B.&A 4.27.4 G, THE FORCE REQUIRED TO ACTIVATE CONTROL5 I5 5 1-55, MAXIMUM, 200705C, 1 1 175.6.4 4.2 7.4 H. COAT HOOKS AND 5HEVING ARE LOCATED WITHIN APPROPRIATE REACH RANGE5 (48" MAX, ABOVE FLOOR RECOMMENDED). 201605C, 11175.6 4.2.5 I, IF MEDICINE CABINET5 ARE PROVIDED, AT LEA5T ONE HA5 A U5ABLE 5HELF NO HIGHER THAN 44" ABOVE FLOOR. A CLEAR FLOOR 5PACE 30" X 48" 5HALL BE POVIDED IN FRONT OF THE CABINET FOR FORWARD OR PARALLEL APPROACH, 201 &CBC, 1 1 155.8.2 4.23,11 TOWEL5 4 5ANITARY CUP5 WASTE WASTF TnWFI c� nRYFR NIAPVT IC, N.T.5, TOILET ROOM ACCESSORIES DOOR SCHEDULE N0. ROOM NAME DOOR HARDWARE SET FRAME LBL REMARKS WTH HT THK TYP MAT FIN H J J S MAT FIN 17 MArGIC LOBBY (PI-0" 8'-0' - A- - - - - - - 2 MEN'5 RE5ATROOM 31-0' 8'-0' 1 3/4' 5 1 7 - - - - - 2 7 - 8,q 5 WOMEN'5 RE5TROOM 31-0" 61-0' 1 3/4' B 1 7 - - - - - 2 7 - 8,9 4 MAGIC THEATER PP, 31-0' 8'-0" 1 3/4' C 1 7 - - - - - 2 7 - M,10,11,12 s EXIT CORRIDOR 31-0" 61-0" 1 3/4' B 1 7 - - - - - 13 7 1-HR- 8,9,10,11,12 6 OFFICE 3'-0' 81-0" 13/4' D 1 7 - - - - - 2 7 m - 7 EXIT CORRIDOR 31-0' 8'-0' 1 3/4' C 1 7 - - - - - 13 7 1-HR. 60002 2 8 DRE551NG ROOM 1 31-0" 81-0" 1 3/4' D 1 7 - - - - 13 7 1-hr. 802 a RE5TROOM 1 3'-0" 81-0" 1 3/4' D 1 7 - - - - 13 7 1-hr. 802 10 DRE55ING ROOM 2 3'-0" 8'-0" 1 3/4' D 1 7 - - - - - 13 7 1-hr. 6A 12 I I RE5TROOM 2 3'-0" 8'-0" 1 3/4' D 1 7 - - - - - 2 7 - 889 12 5TROAGE 31-0' 8'-0" 1 3/4' D 1 7 - - - - - 13 7 1-HR. 8,12 13 JANITOR 31-0" 8'-0' 13/4' D 1 7 - - - - - 2 7 - - 14 EXIT CORRIDOR 3'-0" 8'-0" 1 3/4" B 1 7 - - - - - 13 7 1-HR. 8,9,10,11 # 12 15 MAGIC THEATER PR. 3'-0' 81-0" 1 3/4' C 1 7 - - - - - 2 7 - 8,9,10,11 * 12 51 FRONT ENRTY DOOR (EXI5TING) PR. 3'-0' 61-0' 1 3/4' - - - - - - - - - - - (0810,11 52 REAR EXIT DOOR (EXI5TING) PR. 3'-0" 8'-0' 1 3/4' - - - - - - - - - - (0110111 55 EXIT DOOR (EXI5TING) PR. 3'-0' 1 8'-0' 1 3/4' - - - - - - - - - - - 0010 x T _FIN15H FLR. A B C 5INGLE DOUBLE DOOR SCHEDULE N OTES 0" KICK 'LATE NISH FLR. r 1. 5OL.ID CORE WOOD DOOR 2. ALUMINUM FRAME 3. FACTORY PER -FINISHED PAINT. 4. FACTORY ANODIZED FIN15H. 5. WEATHER STRIP 4 5IDE5. Co. METAL THRESHOLD 1 /2' MAX. HEIGHT WITH BEVELED EDGES 7. PAINTED 8. CLOSER 9. 16' HIGH 5TAINLE55 5TEEL KICK PLATE. 10. PANIC HARDWARE, COMPLY WITH CHAPTER 10 OF CFC/CSC 11. DOOR TO 5E P05TED'. 'DOOR OT REMAIN UNLOCKED DURING 8U51NE55 HOUR5" IN ONE INCH HIGH LETTERS WITH CONTRA5TING BACKGROUND. 12. SMOKE 5EAL THROUGHOUT 13. 18 GA. HOLLOW METAL METAL WELDED 5TEEL FRAME. T 1� 1 FINISH FLR. D E 5INGLE DOUBLE DOOR NOTES I. EXIT DOOR5 5HALL BE OPERABLE FROM THE IN51DE WITHOUT THE U5E OF A KEY OR ANY 5PECIAL. KNOWLEDGE OR EFFORT. 2. MANUALLY OPERATED EDGE OR 5URFACE MOUNTED FLL15H BOLT5 AND 5URFACE BOLT5 ARE PROHIBITED ON EXIT DOORS. 3. PROVIDE CLEAR 5PACE AT EACH 5IDE OF DOOR. 4. HAND ACTIVATED HARDWARE 5HALL BE CENTERED NOT LE55 THAN 30' NOR MORE THAN 44" ABOVE THE FIN15HED FLOOR. 5. ALL DOOR5 IN PATH OT TRAVEL 5HALL BE OPERABLE WITH A 5INGLE EFFORT BY LEVER HARDWARE. PANIC BARS OR OTHER TYPE NOT REQUIRING A GRA.5P TO OPEN. (P. ALL EXIT DOORS 5HALL OPEN IN THE DIRECTION OF EXIT TRAVEL WHEN 5ERVING ANY HAZARDOU5 AREA OR WHEN 5ERVING AN OCCUPANT LOAD OF 50 OR MORE. 7, DOOR LATCH 5HALL RELEA6E WHEN 5UBJECTED TO A 5 POUND FORCE AND BE 5ET IN MOTION WHEN 5UBJECTED TO A 30 POUND FORCE, S. THE FLOOR OR LANDING BOTH 5IDE5 OF A DOOR 5HALL NOT BE MORE THAN 1 /2' LOWER THAN THE THRESHOLD OF A DOORWAY. zA o N Q` z w° A< + w o w z ,o W ~ z0z c e "; 0 Q LO d U. v, (!� (n V J � � O � � �U > o Cz � �� Q�(0J PLOT: 1/1'1/2014 8:28 AM PILE: SHEET 4 - SCHEDULES A a c C u 0 0 E 0 0 rn 6" MAX. ADDITIONAL NOTES A. MAKE WALLS OF THE REST ROOMS SMOOTH, NON ABSORBENT AND READILY CLEANABLE. FLOOR SHALL HAVE A HARD NON ABSORBENT SURFACE, SUCH AS NON —SLIP CERAMIC TILE OR OTHER APPROVED MATERIAL. B. FLOORS SHALL BE SLIP —RESISTANT AND SHALL BE SLOPED NOT LESS THAN 1/4" INCH PER FOOT TO FLOOR DRAINS. THE FLOOR SHALL BE CONTINUOUSLY COVED TO THE INTEGRAL PART OF THE FLOOR. WALLS WITHIN WATER CLOSET —COMPARTMENTS AND WALLS WITHIN 2 FEET OF THE FRONT SIDES OF URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 4 FT. C. ALL DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF KEYS OR SPECIAL KNOWLEDGE OR EFFORT. PROVIDE LEVER DOOR HARDWARE, ALL DOORS SHALL BE ACCESSIBLE BY THE HANDICAPPED. D. HOT / COLD RUNNING WATER TO BE PROVIDED TO LAV'S & SHOWER'S NOT TO EXCEED MAX. 110 DEGREE WATER TEMP. E. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN THESE BUILDING STANDARDS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595A. NC INTERNATIONAL SYMBOL OF ACCESSIBILITY A WHITE FIGURE ON A BLUE BACKGROUND. F. A LEVEL CLEAR AREA 60" DEEP WHEN ENTRY DOOR SWINGS TOWARDS APPROACH AND 44" DEEP WHEN THE DOOR SWINGS AWAY FROM THE APPROACH. G. RESTROOM ENTRY DOOR SHALL HAVE A SYMBOL INDICATING SEX; FOR MEN AN EQUILATERAL TRIANGLE (12" PER SIDE) AND FOR WOMAN A CIRCLE (12" DIA.). THESE SHOULD BE 1/4" THINK, CONTRASTING COLOR AND MOUNTED AT 60" SEE SHEET DETAIL SHEET H. PROVIDE EXHAUST FAN IN EACH RESTROOM — VENT TO OUTSIDE AIR, CAPABLE OF 5 AIR CHANGES PER HOUR. N OTE S ❑INDICATES FLOOR PLAN NOTES — SEE NUMBERS BELOW: ALL MANUFACTURED EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATION AND DIMENSIONS VERIFIED WITH INSTALLATION REQUIREMENTS. 1. HANDICAP ACCESSIBLE FLOOR —MOUNTED WATER CLOSET. 2. COMBINATION PAPER TOWEL DISPENSER AND WASTE RECEPTACLE. 3. LAVATORIES — SEE ADDITIONAL NOTES. 4. FLOOR DRAIN — SLOPE FLOOR TO DRAIN. 5. TOILET PAPER DISPENSER WITHIN 12" OF FRONT EDGE OF WATER CLOSET SEAT. 6. GRAB BAR — SEE ADDITIONAL NOTES. 7. MIRROR. 8. NAPKIN DISPENSER. 9. WALL MOUNTED URINAL. 10. METAL RESTROOM PARTITIONS SEE INTERIOR DESIGNERS DRAWINGS FOR MORE INFORMATION. 11. FLOOR —MOUNTED WATER CLOSET. a,dv c. '� a,...w i ut I A— Da t)�� I; f These pla ns <�e�e reviewed for code ccr 'i3nce are bt�aif of the AHJ. Approval ,.,`, tn:>>e plans shall not �."e construed to b a permit for or an approval of any violations Of any Cite, Count7, State or F dera'. ia'vs. WHITE 5YI'150L5 AND LETTER5 ON A BLUE BACKGROUND, N a6r W ,,, IEN MEN T`(PIGAL RE5TR001'1 DOOR 5IGNAGE DOOR -MOUNTED 5IGNAGE APPROPRIATE TO ROOM U5E WALL MOUNTED 5IGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR SWING. MOUNT AT GO' TO CENTER LINE OF SIGN FROM FLOOR LETTERING RAI5ED 1 /32' UPPER-CASE CHARACTERS NOTES: I o ON DOORWAY5 LEADING TO 5ANITARY FACILITIE5, THE 5YMBOL5 TO BE I lEN PROVIDED ARE 12' EQUILATERAL TRIANGLE POINTING UPWARD FOR MEN OR 12' DIAMETER CIRCLE FOR WOMEN, LL d 1 /4' THICK CENTERED ON DOOR (POP RE5PONDING GRADE II BRAILLE ABOVE FLOOR, CONTRA5TING COLOR WITH DOOR, N.T.5. TOILET SIGNAGE Compliant restrooms marked with signs per CBC 11 B-703.7.2.6.3, including braille and the International symbol of access!bility. CBC 11 B-216.8 The location of and directions to the compliant restrooms shall be posted in or near the building entrance and shall include the International symbol of accessibility CBC 11 B-216.8. Lu <; QZ� +`�� LU -- co Id "' � I� _ U6 0 z 0 U'; "' 0I1J Z)U5O (.5LL 0 LLJ m U_zWC� ® � O �5 0 U T Cz c� o C (1)CzC: � o.. ) c �� O (z n0C3 L)3:'tJ U PLOT, 12/20/201,5 5:56 PM PILE: SHEET 5 - RESTROOM C) a) REINFORCEMENT BRKT FOR CLOSE CEILII LINE- IMELY DOOR FRAMES -JAMB W/ CLOSURE Emil aw(m7K RYWALL SANLVV USED '0 CONNECT TA-10 '0 STUD TEEL �ASING (TA08) EAT TREATED ASING RETAINER CLIP RYWALL SCREW, ) NEXT TO EACH ETAINER CLIP IMELY PREFINISHED NOCK DOWN (KD) RAME SCHEDULE CEILING L11' =-1 7 IMELY DOOR FRAMES - HEAD W/ CLOSURE CEILING LINE 10 "TIMELY" DOOR FRAMES -HEAD M EINFORCEMENT BRKT ARALLEL ARM CLOSER /N TA1 2 ,TEEL :ASING (TA08) EAT TREATED ASING RETAINER CLIP RYWALL SCREW, 1) NEXT TO EACH STAINER CLIP IMELY PREFINISHED NOCK DOWN (KD) RAMS --E SCHEDULE DRYWALL SCREW, (1) NEXT TO EACH RETAINER CLIP STEEL CASING (TA08) HEAT TREATED CASING RETAINER CLIP TIMELY PREFINISHED KNOCK DOWN (KD) FRAME CASING (TA08) DRYWALL SCREW, (1) NEXT TO EACH RETAINER CLIP 111TIMELY" DOOR FRAMES - JAMB DOOR - SEE SCHEDULE TIMELY PREFINISHED KNOCK DOWN (KD) FRAME HEAT TREATED CASING RETAINER CLIP STEEL CASING (TA08 DRYWALL SCREW, (1) NEXT TO EACH DF-7TA11\1F--D (-NI ID UUUM — --)LL Z-)Lr1LUULL TIMELY PREFINISHED KNOCK DOWN (KD) FRAME HEAT TREATED CASING RETAINER CLIP I "TIMELY" DOOR FRAMES - JAMB 2X STUD MALL 5/5" TYPE 1XI 6yp. so. CAULK AT WALL PENE- TRATION IOV SM *FIRE BARRIER CAULKING OR APPROVED EQUAL INSTALL IN ACZOI;U;OAW-E YV NRB 245 ELECT. OUTLET BOXES MUST BE OF APPROVED RATED CONSTRUCTION. OPENING FOR OUTLET BOXES MUST NOT EXCEED 16 50. IN. IN AREA PROVIDED THE AREA OF SUCH OPENING DOES NOT AGGREGATE MORE THAN 100 50. IN. PER 100 50. FT. OF WALL AREA. OUTLET BOXES ON OFF051TE SIDE OF WALL SHALL BE 5EFERATEP BY A HORIZ. DISTANCE OF 24" MIN, 5 ELECTRICAL OUTLET I/ep" RESILIENT SEALANT (TYP) TYPICAL PARTYAALL SEE PLANS FOR MORE INFORMATION EE ELECTRICAL OUTLET BOX —2- MIN. T.V., TELEPHONE INTERCOM MUST IF OUTLET SPACING 19 LE-55 THEN BE INSTALLED IN 24" IN ANY DIRECTION THEN USE BOXES ACCORDINGLY A RATED CARBON FIBER BOX WITH SOUND PAD BLANKET AS REQUIRED. ELECTRICAL OUTLETS AT RATED WALL 1XI &yp. 130. 1XI 6yp. 50, ,K AROUND LINE PENTRATION 1XI &yP. 50. NICHE AT RATED WALL GA FILE NOFC " 0- GENERIC I HOUR 35 to 39 STC STEEL CHANNEL JOISTS, GYPSUM WALLBOARI) FIRE SOUND Elase layer atf, type X gypsurr, wafiboafd appliked at right ang , lee to charnel Shaped steel joios 247 mc. with I'le Type S drywall screws 24* o.c- Face layer slf'type X gypsum walll2 d or gypsum veneer base applied at ight angles ic joists with I'lls' Type S, drywalt 5crevn 12' oz. at joint-- and "ermediate iciaLs and fah' Type G d"all screws 12' ox. placed 2' back on either side of end joints, Joints offset 24" from base layer joints. Steel joists supporting 1/2" wood structural panels applied at'right angles to joists wit. screws. Ceiling provides one hour fi ro resistance protection for friming. Approx.Qeiling Weight 5 psf Fire Test FM FO f 72, 225-72; ITS, 8-6-98 Sound Test: Estimated I-HR CEILING C993 dca I -HR WALL % These p l',or code compliance on, behaF the AHJ. /1.pproval of these plan-, shall not b�� construed to be a permit for or an approval of any viol --ions of any City, r County, State or"ederal laws. 9 Uz A V� , zh. Ly , od 0 F& x LU 1-- 43-Od < U UZ a-, + LU — 01 Go U, !U=j 6z , LLJ 0 z 0 iu^ iL Le) x d) x x 13 O Z x x x z PLOT- 12/20/2015 5:54 FM FILE: SHEET - 01 GENERAL N❑TES 'ERFORM C❑NSTRUCTI❑N AND WORKMANSHIP IN COMPLIANCE WITH THE DRAWINGS, SPECIFICATIONS AND THE 2016 CALIFORNIA BUILDING CODE (2016 CBC) & 2015 INTERNATI❑NAL BUILDING CODE (2015 IBC). G❑VERNING CODE AUTHORITY CITY OF LA QUINTA, CALIFORNIA. THE.(❑NTRACT❑R SHALL C❑ORDINATE THE W❑RK ❑F ALL TRADES AND VERIFY ALL DIMENSIONS PRIOR TO THE START OF CONSTRUCTION, NOTIFY THE STRUCTURAL ENGINEER ❑F ANY DISCREPANCIES OR INCONSISTENCIES, DO NOT SCALE DRAWINGS. ALL DETAILS, SECTIONS, AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED T❑ BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE, UNLESS N❑TED OTHERWISE. SPECIFIC NOTES AND DETAILS ❑N THE DRAWINGS TAKE PRECEDENCE OVER THESE GENERAL N❑TES AND TYPICAL DETAILS. C❑NTRACT❑R SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS ARE TO BE CONSIDERED PART ❑F THE DOCUMENT PACKAGE AND ARE T❑' BE USED TO DEFINE LOCATION AND CONFIGURATIONS INCLUDING BUT NOT LIMITED TO C❑NCRETE CU R BHEIGHT AND L❑CATION, FLOOR DRAINS SLAB DE PRESSIONS, , ROOF OPENINGS, DUCT PENETRATIONS, ELECTRICAL CONDUIT RUNS, CONNECTIONS FOR PIPES, DUCTS AND EQUIPMENT, DOORS, WINDOWS, N❑N-BEARING INTERIOR AND EXTERIOR WALLS, SLOPES, STAIRS, RAILINGS, AND WATERPR❑❑FING. REFER T❑ THE ARCHITECTURAL SPECIFICATIONS (WHERE APPLICABLE) FOR INFORMATION NOT COVERED BY THESE GENERAL N❑TES ❑R THE STRUCTURAL DRAWINGS, ALL ❑MISSIONS OR C❑NFLICTS BETWEEN THE VARI❑US ELEMENTS FOR THE WORKING DRAWINGS (AND/OR ARCHITECTURAL C URAL SPECIFICATIONS WHERE APPLICABLE) SHALL BE BROUGHT T❑ THE ATTENTION ❑F THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY ❑F THE WORK INVOLVED, APPROVAL BY GOVERNING AGENCY DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR SPECIFICATIONS. THE C❑NTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE SHOWN, THEY D❑ NOT INDICATE MEANS AND M METHODS TECHNIQUES METHODS ❑F CONSTRUCTION. CONSTRUCTIONFANS, , SEQUENCES AND PR❑CEDURES ARE THE S❑LE RESP❑NSIBILITY ❑F THE CONTRACTOR. PROVIDE ADEQUATE ERECTION SHORING, BRACING AND GUYS AT TH NATIONAL SAFETY STANDARDS. Y WITH L❑CAL STATE ATI❑ AL S E C❑MPL , OSHA AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES COMPLYING WITH ALL LOCAL STATES OSHA, AND NATI❑NAL SAFETY STANDARDS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE F❑R (❑ORDINATION OF ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS, THE C❑NTRACT❑R SHALL BE RESP❑NSIBLE F❑R BRACING AND SH❑RING ALL EXCAVATIONS, TEMPORARY AND EXISTING STRUCTURES AND PARTIALLY COMPLETED P❑RTI❑NS ❑F THE WORK T❑ ASSURE THE SAFETY ❑F ANY ❑F ALL WORK AND MATERIALS INCLUDING THOSE PERSONS COMING IN CONTACT WITH THE WORK. THE C❑NTRACT❑R SHALL INVESTIGATE THE SITE FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS FOUNDATIONS, CESSPOOLS, ETC, IF ANY SUCH STRUCTURES ARE F❑UND, THE STRUCTURAL ENGINEER SHALL BE IMMEDIATELY N❑TIFIED. T Y F REPRESENTATIVES OBSERVATION VISITS TO THE SITE B FIELD REP ESE VES OF THE I STRUCTURAL ENGINEER D❑ NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES, OR METHODS OF CONSTRUCTION. C❑NSTRUCTI❑N SUPPORT SERVICES PERF❑RMED BY REPRESENTATIVES ❑F THE STRUCTURAL ENGINEER SHALL BE DISTINGUISHED FROM CONTINU❑US AND DETAILED INSPECTION SERVICES PERF❑RMED BY OTHERS, ❑BSERVATI❑N VISITS TO THE SITE BY THE ENGINEERS FIELD REPRESENTATIVE SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION, F❑R PROPER FIELD OBSERVATION BY THE STRUCTURAL ENGINEER, THE STRUCTURAL ENGINEER SHALL BE N❑TIFIED OF THE VARI❑US CONSTRUCTION PHASES. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, HOLES, POCKETS, ETC., IN STRUCTURAL ELEMENTS BUT ARE NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DOCUMENTS. DURING AND AFTER CONSTRUCTION, BUILDER AND/OR OWNER SHALL KEEP L❑ADS ❑N STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS. ALL C❑DES AND SPECIFICATIONS NOTED ON THESE DRAWINGS SHALL BE THE LATEST APPR❑VED EDITIONS AND REVISIONS BY THE G❑VERNING CODE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT. THE C❑NTRACT❑R SHALL REVIEW AND STAMP ALL SHOP DRAWINGS PRIOR T❑ SUBMISSION TO THE STRUCTURAL ENGINEER. REVIEW THE SHOP DRAWINGS F❑R COMPLETENESS AND C❑MPLIANCE WITH THE C❑NTRACT D❑CUMENTS AND SPECIFICATIONS. SUBMIT A WRITTEN REQUEST TO THE STRUCTURAL ENGINEER N AN F❑R APPROVAL OF ANY MODIFICATION ❑R SUBSTITUTION.SUBSTITUTIONS D MODIFICATIONS MUST BE APPROVED PRIOR TO SUBMISSION OF THE SHOP DRAWINGS T❑ THE STRUCTURAL ENGINEER. CLOUD THE SHOP DRAWINGS AT L❑CATIONS ❑F ALL MODIFICATIONS, MAINTAIN A COPY OF ALL APPROVED SHOP DRAWINGS AT SITE DURING C❑NSTRUCTI❑N, SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION WITH SUFFICIENT TIME FOR REVIEW OF DESIGN INTENT (MINIMUM OF 10 WORKING DAYS). ALL ASTM DESIGNATIONS SHALL BE AS AMENDED T❑ DATE UNLESS N❑TED ❑THERWISE. IN NO CASE SHALL W❑RKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE STRUCTURAL DRAWINGS. VIBRATI❑NAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER, N❑ FRAMING OF ANY TYPE SHALL BE CONCEALED PRIOR TO INSPECTION BY G❑VERNING AGENCIES. GRADING AND DRAINAGE, ALL PAVING, FLAT WORK AND PLANTERS NEXT TO BUILDING SHALL BE PROPERLY GRADED TO CARRY WATER AWAY FROM BUILDINGS. N❑ CHANGES ARE T❑ BE MADE T❑ TH❑SE PLANS WITHOUT THE KNOWLEDGE AND CONSENT ❑F THE STRUCTURAL ENGINEER WH❑SE SIGNATURE APPEARS HEREON. C❑NTINU❑US (❑R SPECIAL) INSPECTION SHALL MEAN INSPECTION DONE CONTINUOUSLY BY A REGISTERED SPECIAL INSPECTOR CURRENTLY LICENSED BY THE STATE AND THE CITY AND APPROVED BY THE ARCHITECT AND ENGINEER. F❑UNDATI❑N ALLOWABLE S❑IL PRESSURE 1500 PSF, ALL REQUIRED FILL AND BACKFILL SHALL BE COMPACTED T❑ AT LEAST C90 %) OF THE MAXIMUM DENSITY OBTAINABLE BY THE ASTM DESIGNATION (D-15S7-70T) METHOD OF COMPACTION. CARRY ALL F❑❑TINGS A MINIMUM OF 12' INTO NATURAL GRADE OR APPROVED COMPACTED FILL. ACTUAL ELEVATION OF BOTTOM OF FOOTINGS SHALL BE AS DIRECTED BY THE S❑ILS ENGINEER DURING C❑NSTRUCTI❑N. ALL FOOTINGS SHALL BE INSPECTED BY THE BUILDING DEPARTMENT PRIOR TO P❑URING CONCRETE. ALL WATER SHALL BE REM❑VED FROM F❑UNDATI❑N EXCAVATIONS PRIOR TO P❑URING CONCRETE. AT ALL P❑ST TENSIONED FOUNDATIONS, SHOP DRAWING SHALL BE SUBMITTED FOR REVIEW BY THE BUILDING DEPARTMENT, ARCHITECT AND STRUCTURAL ENGINEER, REINF❑RCING STEEL PR❑VIDE REINF❑RCING STEEL COMPLYING WITH ASTM A615, GRADE 60, PR❑VIDE REINFORCING STEEL TO BE WELDED C❑MPLYING WITH ASTM A706, T GRADE 60, FOR REINF❑RCING STEEL AT DUCTILE MOMENT FRAMES AND SHEAR WALLS, PROVIDE REINFORCING STEEL MEETING ASTM A706 AND ACTUAL YIELD STRENGTH BASED ❑N MILL TESTS NOT T❑ EXCEED SPECIFIED YIELD BY M❑RE THAN 18.000 PSI AND THE RATIO OF ACTUAL ULTIMATE TENSILE STRESS TO. ACTUAL YIELD TENSILE STRESS SHALL N❑T BE LESS THAN 1,25. PROVIDE WELDED WIRE FABRIC COMPLYING WITH ASTM A82 AND A185, LAP WELDED WIRE FABRIC MINIMUM 1-1/2 SPACES OR 12 INCHES. PROVIDE DEFORMED WIRE STIRRUPS COMPLYING WITH ASTM A496 AND A497. ALL BARS SHALL BE FREE OF L❑❑SE AND FLAKY RUST AND SCALE, GREASE ❑R OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND. LAP REINF❑RCING STEEL AT SPLICES, AT WELL STAGGERED LOCATIONS AND TO THE FOLLOWING MINIMUM LENGTHS UNLESS NOTED ❑THERWISE: #3 AND #4 2'-0' #8 5'-3' #5 2'-6' #9 6'-9' #6 3'-0' #10 8'-6' #7 4'-3" #11 10'-6' SPLICE REINF❑RCING STEEL WHERE INDICATED PER PLAN, ALL REINF❑RCING SHALL BE SECURELY TIED AND BRACED IN PLACE PRIOR TO PLACING CONCRETE, MINIMUM CLEAR DISTANCES BETWEEN BARS INCLUDING AREAS AT SPLICES SHALL BE 1 INCH OR i BAR DIAMETER, WHICHEVER IS GREATER, MINIMUM CLEAR DISTANCE AT C❑LUMNS SHALL BE 1-1/2 INCHES OR 1-1/2 BAR DIAMETERS, WHICHEVER IS GREATER. DOWELS BETWEEN FO❑TINGS AND WALLS OR COLUMNS SHALL BE THE SAME SIZE, GRADE, SPACING AND NUMBER AS THE SPECIFIED VERTICAL REINF❑RCING AND SHALL LAP AS N❑TED ABOVE, UNLESS NOTED OTHERWISE. WELDING OR REINFORCING STEEL SHALL ONLY OCCUR WITH AS A706 BARS AND USING E-90XX LOW HYDROGEN ELECTR❑DES C❑MPLYING WITH ANSI/AWS D1.4, ALL REINF❑RCING BAR BENDS SHALL BE MADE COLD, SUBMIT SHOP DRAWINGS TO ARCHITECT INDICATING REINF❑RCING PLACEMENT FOR REVIEW PRIOR TO FABRICATION, PREPARE SHOP DRAWINGS IN CONFORMANCE WITH ACI 315. NOTE ALL NOTES ❑N THIS SHEET SHALL APPLY T❑ EACH SHEET OF THIS SET ❑F STRUCTURAL DRAWINGS CAST IN PLACE C❑NCRETE SCHEDULE ❑F STRUCTURAL C❑NCRETE 28 DAY STRENGTHS AND TYPES: LOCATION IN STRUCTURE STRENGTH (PSI) TYPE SLAB ❑N GRADE / F❑❑TINGS 2500 (U.N.O.) HARDR❑CK WALLS 3000 HARDR❑CK GRADE BEAMS 3000 HARDR❑CK BEAMS AND SUPPORTED SLABS 4000 HARDRDCK C❑LUMNS 4000 HARDR❑CK FILL ON METAL DECK 4000 LT, WT. CEMENT SHALL C❑NF❑RM TO ASTM C150. TYPE V CEMENT SHALL BE USED. MIX DESIGN T❑ BE IN ACCORDANCE WITH CBC SECTION 1901.2 AND 1905. PROVIDE SLICE❑US, NORMAL WEIGHT AGGREGATES OF NATURAL SAND AND RUCK CONSISTING OF SILICA OR COMPOUNDS OTHER THAN CALCIUM OR MAGNESIUM GARB❑HATE FOR HARDROCK CONCRETE. AGGREGATES ARE T❑ COMPLY WITH ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05%. PR❑VIDE LIGHT WEIGHT AGGREGATES CONSISTING OF EXPANDED SHALE FOR LT, WT. CONCRETE (110 PCF). AGGREGATES SHALL COMPLY WITH ASTM C330, ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE OR GROUT. ALL REINF❑RCEMENT SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE, IF REQUIRED, ADDITI❑NAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE C❑NTRACT❑R T❑ FURNISH SUPPORT F❑R ALL BARS, ANCHOR B❑LTS SHALL BE EMBEDDED INTO CONCRETE PER C.B,C, SECTION 19013 AND SECTION 1905 ❑R UNLESS N❑TED OTHERWISE, THE FOLL❑WING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINF❑RCEMENT PLACED IN CAST -IN -PLACE C❑NCRETEi TOLERANCES SHALL BE AS PER AMERICAN CONCRETE INSTITUTE (ACI-318), CAST AGAINST AND PERMANENTLY EXP❑SED T❑ GROUND = 3' F❑RMED C❑NCRETE EXPOSED T❑ EARTH ❑R WEATHER #6 THR❑UGH #18 BARS = 2" #5 BARS W31 OR 031 WIRE, AND SMALLER = 1 1/2' N❑T EXPOSED T❑ WEATHER ❑R GR❑UND #14 AND #18 BARS = 1 1/2' #11 BAR AND SMALLER = 1' BEAMS, COLUMNS AND WALL JAMBS PRIMARY REINFORCEMENT, TIES STIRRUPS, AND SPIRALS #3 THROUGH @ 11 BARS = 1 1/2' #14 AND #18 BARS = 2 1/2' SLABS ❑N GRADE #3 THOROUGH #11 BARS = AT CENTER RESTING ON STIRRUPS IN PLACE PRIOR T❑ POUR BARS PARALLEL T❑ COLD J❑INTS #3 THROUGH #11 BARS = 2 THE CONTRACTOR SHALL PLACE ALL C❑NCRETE IN C❑MPLIANCE WITH ACI 301 AND ACI 304. SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER INDICATING LOCATIONS OF ALL CONCRETE C❑NSTRUCTI❑N J❑INTS FOR REVIEW PRIOR TO PLACING C❑NCRETE, LOCATE J❑INTS AT LOCATIONS TO MINIMIZE THE EFFECTS OF SHRINKAGE AS WELL AS L❑CATIONS OF MINIMUM SHEAR STRESS, PR❑VIDE KEYS IN CONSTRUCTION JOINTS UNLESS DETAILED OTHERWISE. THOROUGHLY CLEAN, REMOVE ALL LAITANCE AND THOROUGHLY WET AND REMOVE STANDING WATER IN C❑NSTRUCTI❑N J❑INTS BEFORE PLACING NEW CONCRETE AT VERTICAL J❑INTS SLUSH WITH A COAT OF NEAT CEMENT BEFORE PLACING NEW CONCRETE. ALL C❑NCRETE SHALL BE MAINTAINED ABOVE 50 DEGREES FAHRENHEIT AND IN A M❑IST CONDITION A MINIMUM OF 7 DAYS AFTER PLACEMENT. SLUMP IN CONCRETE USED F❑R FLAT SURFACES SHALL N❑T EXCEED 4 INCHES. PROJECTING CORNERS OF COLUMNS, BEAMS, WALLS, ETC SHALL BE FORMED WITH A 3/4 INCH CHAMFER, UNLESS NOTED ❑THERWISE ON THE ARCHITECT'S DRAWINGS. ELECTRICAL C❑NDUIT AND MECHANICAL PIPES IN EXCESS OF i INCH DIAMETER SHALL N❑T BE EMBEDDED IN CONCRETE UNLESS DETAILED. C❑NDUIT AND PIPES LESS THAN 1 INCH IN DIAMETER MAY BE EMBEDDED IN SLAB ON GRADE, AND ELEVATED SLABS PROVIDED THE SPACING EXCEEDS 2 INCHES ON CENTER IN HORIZONTAL RUNS, AND ARE PLACED WITHIN THE MIDDLE ❑NE -THIRD OF THE SECTION DEPTH, ALL PLUMBING PIPE PENETRATIONS TO BE PERPENDICULAR TO CONTINU❑US OR GRADE BEAM FOOTINGS (U,N.❑.), IN ADDITION, PROVIDE SLEEVE TO ALL PLUMBING PIPES THAT PENETRATES CONTINUOUS ❑R GRADE BEAM F❑❑TINGS. PR❑VIDE CORNER BARS IN ALL WALLS AND AT WALL INTERSECTIONS TO MATCH SIZE AND SPACING OF HORIZONTAL BARS ON THOSE WALLS. LOCATION F SLOTTED INSERTS WELD PLATES AND ALL OTHER ITEMS T❑ BE 0 S ❑ EMBEDDED IN C❑NCRETE SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS, REINFORCING BARS SHALL NOT BE WELDED UNLESS SPECIFICALLY NOTED ON THE DRAWING AS BEING WELDED. WELDED REINFORCING SHALL CONFORM TO ASTM A706, ALL CONCRETE W❑RK SHALL C❑NF❑RM T❑ THE LATEST ACI C❑DE AND DETAILING MANUAL. ALL CONCRETE C❑NSTRUCTI❑N PER INTERNATI❑NAL BUILDING CODE. DIMENSIONS ARE NOT FURNISHED TO SIMPS❑N 'HDA' OR 'PA' TYPE HOLDOWNS, IT IS THE RESP❑NSIBILITY OF THE CONTRACTOR'S SUPERINTENDENT, THE FRAMING C❑NTRACT❑R AND THE C❑NCRETE C❑NTRACT❑R T❑ L❑GATE THE EXACT L❑CATION REFER T❑ THE DETAILS. AND MANUFACTURER'S SPECIFICATIONS FOR PROPER INSTALLATION, C❑ARSE AGGREGATE ❑R C❑NCRETE SHALL NOT C❑NTAIN LIGNITE, STEEL, OR OTHER MATERIALS THAT MAY BE DETRIMENTAL T❑ THE CONCRETE, FLY ASH MAYBE SUBSTITUTED FOR A P❑RTI❑N FOR THE CEMENT. A MAXIMUM OF 20% ❑F THE CEMENT MAY BE REPLACED BY FLY ASH WHEN REPLACEMENT IS USED THE REPLACED CEMENT SHALL BE SUBSTITUTED WITH ❑NE AND ONE HALF TIMES WITH FLY ASH, WATER CEMENT RATIOS SHALL BE BASED ❑N THE WATER/CEMENT FLY ASH RATI❑. MIX DESIGN SHALL NOT CONTAIN LESS THAN A WATER/CEMENT RATIO OF 0.28. FOUNDATION (WIDTHS AND DEPTHS), AND REINFORCING AS SHOWN ON PLANS ARE SUPERSEDED BY LOCAL CODES ❑R ORDINANCES WHICH REQUIRE INCREASES OF THE SAME. C❑NCRETE MIX AND STRENGTH f'c AT 28 DAYS, SHALL CONFORM TO THE F❑LL❑WING TABLE, L❑CATION UNIT F c MIN MAX AIR ENTRAINMENT WEIGHT CEMENT W/C* SLAB ❑N 145 PCF 2500 PSI 470 LB/YD 0.45 3% GRADE FOOTINGS 145 PCF 2500 PSI 470 LB/YD 0.45 3% REFERENCE PER ACI 318-14 WHEN SOIL CONTAINS MORE THAN 0.1% SULFATE CONCENTRATION AS STATED IN THE GE❑TECHNICAL REPORT, IF STRENGTH DATA FROM FIELD EXPERIENCE OR TRIAL MIXTURES ARE NOT AVAILABLE, THE MAXIMUM W/C RATIO SHALL BE AS SPECIFIED IN ACI 318 TABLE(S) 4.2,1 AND 4,3.E ALL REINFORCING SHALL BE SUPPORTED IN CONFORMANCE WITH THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE C❑NSTRUCTI❑N (THE LATEST ADDITION). REFER T❑ ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS ITEMS T❑ BE CAST INTO C❑NCRETE AND MAS❑NRY. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR SC❑RING AND FINISHES F❑R C❑NCRETE SLABS AND STRUCTURAL C❑NCRETE, INSPECTION IS REQUIRED FOR ALL CONCRETE 3000 PSI OR GREATER BY APPROVED SPECIAL INSiPECT❑R. STRUCTURAL STEEL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACC❑RDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS (LATEST EDITION), ALL COLUMN AND DOUBLER PLATES SHALL CONFORM T❑ ASTM A-572, GRADE 50, FY-50 KSI, AND THE F❑LL❑WING ASTM STANDARD SPECIFICATIONS, UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL UNLESS N❑TED BEL❑W = ASTM A992 (50 KSI) PIPES = ASTM A500, GRADE B (42 KSI) TUBES = ASTM A500, GRADE B (46 KSI) ANCHOR BOLTS AND UNFINISHED B❑LTS = ASTM A307 U.N.O. THREADED ROUND STOCK.= ASTM A36 HIGH STRENGTH B❑LTS = SEE N❑TE BELOW MILL CERTIFICATES SHALL ACCOMPANY ALL STRUCTURAL STEEL. ALL STRUCTURAL STEEL SHALL BE IDENTIFIABLE IN THE FIELD WITH THE CORRESPONDING MILL CERTIFICATES. ALL B❑LTS SHALL BE UNFINISHED, CONFORMING TO ASTM A307 OF SIZES SHOWN ON DRAWINGS, UNLESS NOTED OTHERWISE. HIGH STRENGTH BOLTS PROVIDE HIGH STRENGTH BOLTS, NUTS AND WASHERS COMPLYING WITH ASTM A325. ALL HIGH STRENGTH BOLTS SHALL BE SLIP -CRITICAL HIGH STRENGTH BOLTS (A325-SC) UNLESS NOTED OTHERWISE, ASSEMBLE HIGH STRENGTH B❑LTS IN C❑MPLIANCE WITH THE SPECIFICATION OF STRUCTURAL J❑INTS USING ASTM A325 OR A490 BOLTS. TIGHTEN A325-N BOLTS T❑ A SMUG TIGHT CONDITION. TIGHTEN A325-SC B❑LTS T❑ AT LEAST THE MINIMUM PR❑PER TENSION USING ONE ❑F THE FOLLOWING TIGHTENING METHODS: TURN -OF -NUT, CALIBRATED WRENCH OR DIRECT TENSION INDICATOR TIGHTENING. HEADED STUD ANCHORS SHALL BE MANUFACTURED FROM C1015, C1017, OR C1020 COLD DRAWN STEEL CONFORMING T❑ ASTM A108 (58 KSI). STUD SIZE SHALL BE AS N❑TED ❑N PLANS. SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION, INDICATE A WELDING PROCEDURE FOR DUCTILE MOMENT FRAMES INCLUDING THE SEQUENCE OF WELDING AT GIRDER TO C❑LUMN AND C❑LUMN T❑ BASE PLATE C❑NNECTI❑NS AND C❑LUMN SPLICES AS WELL AS THE SEQUENCE OF WELDING WITHIN EACH FRAME. SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION WITH SUFFICIENT TIME FOR REVIEW OF DESIGN INTENT (MINIMUM OF 10 W❑RKING DAYS) ALSO SEE NEXT 3 NOTES BELOW, A WELDING PROCEDURE SPECIFICATION (W.P.M.) PER A,W,S DIA SHALL BE DEVELOPED BY THE FABRICAT❑R/ERECTOR AND APPROVED BY THE ENGINEER OF RECORD OR HIS DESIGNEE. THE W.P,M, SHALL INCLUDE THE WELDING PARAMETERS RECOMMENDED BY THE ELECTR❑DE MANUFACTURER. COMPLETE J❑INT PENETRATION GROOVE WELDS SHALL HAVE A FILLER METAL WITH A NOTCH TOUGHNESS ❑F 20 F❑❑T-P❑UNDS AVERAGE AT 70 DEGREES FAHRENHEIT, WELD STRUCTURAL STEEL IN C❑MPLIANCE WITH AWS D1.1-10. WELDERS SHALL BE CERTIFIED AS REQUIRED BY THE GOVERNING CODE AUTHORITY, WELDING SHALL BE DONE BY THE ELECTRIC ARCH PR❑CESS USING APPR❑VED C❑ATED RODS. WELDING MAYBE PERFORMED USING THE SUBMERGED ARC PROCESS WITH AUTOMATIC WELDING (SAW-1), USE E-90xx LOW HYDROGEN ELECTRODES FOR WELDING OF REINF❑RCING STEEL, PERFORM SHOP WELDING BY AN APPROVED FABRICATOR. BUILDING STRUCTURAL STEEL IS DESIGNED FOR UNSH❑RED C❑NSTRUCTI❑N UNLESS N❑TED OTHERWISE. CAMBER STRUCTURAL STEEL BEAMS AND GIRDERS SUPP❑RTING FLOOR L❑ADS R R THAN 15 -0s L/360 UNLESS NOTED OTHERWISE. D❑ NOT WITH SPANS G FATE CAMBER MEMBERS BELOW ELEVATOR ENTRANCE DOORS. UNLESS A LARGER SIZE FILLET WELD IS INDICATED, PR❑VIDE MINIMUM SIZE OF WELD PER RISC. WELD LENGTHS INDICATED ARE THE NET EFFECTIVE LENGTH REQUIRED. FIELD CUTTING OR BURNING OF STRUCTURAL STEEL IS N❑T PERMITTED WITH❑UT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IS PROHIBITED WITHOUT PRIOR APPROVAL. IF APPROVED, THE CONTRACTOR SHALL HAVE THE C❑NNECTI❑N TESTED BY ULTRAS❑NIC TESTING METHOD BY AN INDEPENDENT TESTING LAB. AS REQUIRED APPLY SPRAYED FIREPR❑❑FING OVER STRUCTURAL STEEL WITH M❑NOK❑TE MK6/CBF ❑R MK/ED AS MANUFACTURED BY W.R. GRACE AND COMPANY AS APPROVED BY ICC EVALUATION REPORT NO. 4607. OBTAIN APPROVAL FOR SUBSTITUTE PRODUCTS AS INDICATED IN GENERAL SECTION. HOURLY FIRE RESISTIVE REQUIREMENTS SHALL BE DETERMINED USING TABLE 17,A OF THE CDC AND BUILDING TYPES OF CONSTRUCTION AS INDICATED ON ARCHITECTURAL DRAWINGS. WHERE EXP❑SED STEEL SURFACES ARE EXP❑SED T❑ VIEW IN THE FINISHED WORK, USE ONLY MATERIALS THAT ARE SMOOTH AND FREE FROM SURFACE BLEMISHES. REMOVE SUCH BLEMISHES BY GRINDING OR WELDING AND GRINDING PRIOR TO CLEANING AND APPLICATION OF FINISHES. SHOP PRIME ALL STRUCTURAL STEEL, EXCEPT AT C❑NNECTI❑N L❑CATIONS, AND STEEL WHICH REQUIRES FIREPR❑❑FING, FOR THE PROTECTION OF EXPOSED STRUCTURAL STEEL SEE ARCHITECTURAL DRAWINGS. B❑LT HOLES IN STEEL, SHALL BE 1/16 INCH LARGER IN DIAMETER THAN THE NORMAL SIZE ❑F THE B❑LT USED EXCEPT AS NOTED. FABRICATOR SHALL REVIEW THE WELDING PROCESS AND MATERIALS TO ENSURE CONFORMANCE WITH THE LATEST SAC/FEMA GUIDELINES AND RECOMMENDATIONS. MINIMUM NOMINAL TENSILE STRENGTH OF WELD METAL SHALL BE 70 KSI. STRUCTURAL STEEL C❑NTRACT❑R IS RESPONSIBLE FOR VERIFYING AND COORDINATING ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS IN CASE OF C❑NFLICTS THE ARCHITECT / ENGINEER IS TO BE N❑TIFIED. ALL GR❑UT UNDER STEEL BEARING PLATES SHALL BE SOLID DRYPACK ❑R NON -SHRINK GR❑UT PLACED AS DIRECTED BY THE MANUFACTURER (F'c = 4,000 PSI MIN), SPECIAL INSPECTION REQUIRED. ALL COMPLETE PENETRATION GROOVE WE EMPLOYED F❑R THE ORDINARY MOMENT FRAME FULLY RESTRAINED C❑NNECTI❑NS BE TESTED 100 PERCENT BY ULTRAS❑NIC TESTING OR BY RADIOGRAPHY CBC CHAPTER 17. CONTINUOUS INSPECTION REQUIRED FOR ALL FIELD WELDING BY APPROVED SPECIAL INSPECTOR, STEEL STUDS ALL STUD/TRACK MATERIAL T❑ CONFORM TO THE FOLLOWING: 16 GUAGE AND HEAVIER - 50 KSI MIN. YIELD - 65 KSI MIN TENSILE PAINTED STEEL PER ASTM A570 - GRADE 50 GALVANIZED STEEL PER ASTM A446 - GRADE D 18 GAUGE AND LIGHTER - 33 KSI MIN. YIELD - 52 KSI MIN TENSILE PAINTED STEEL PER ASTM A570 - GRADE 33 GALVANIZED STEEL PER ASTM A446 - GRADE A ALL MISCELLANE❑US STEEL T❑ C❑NF❑RM TO THE F❑LL❑WING: 20 TO 18 GRADE -33 KSI MIN YIELD 16 TO 10 GRADE -50 KSI MIN YIELD 3/16 AND HEAVIER -38 KSI MIN YIELD - ASTM A36 ALL WELDING TO BE PERFORMED BY CERTIFIED LIGHT GAUGE WELDERS. CERTIFIED FOR ALL APPROPRIATE DIRECTION PER AWS D1,2 WELDING RODS TO CONE❑RM T❑ THE F❑LL❑WING: 18GA AND LIGHTER SHEET T❑ SHEET - E60XX 18GA AND HEAVIER SHEET T❑ SHEET - E70XX OR E6013 ALL FRAMING C❑MP❑NENTS SHALL BE CUT SQUARELY ❑R ❑N AN ANGLE SUCH AS BRACING T❑ SQUARELY FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN POSITION UNTIL PROPER FASTENED. ALL STUDS SHALL BE ATTACHED BY SCREWS OR WELDING UNLESS NOTED ❑THERWISE. WIRE TYING OF FRAMING COMPONENTS SHALL NOT BE PERMITTED. BUTT WELDS OR SPLICES SHALL BE USED AT ALL J❑INTS IN TACK, SPLICES, IN AXIAL LADED STUDS DR BRACES SHALL N❑T BE PERMITTED. ALL WELDS SHALL BE PLUG, BUTT OR SEAM WELDS, WHERE STUDS ARE BURNED THROUGH BY WELDING, PR❑VIDE SUITABLE STITCH PLATE OF THE SAME GAUGE. ALL CALCULATED STUD PROPERTIES, PER AISI SPECIFICATION ARE BASED ON THE FOLL❑WING THICKNESS TABLES TOGA - .1350' 16GA - .0598' 12GA - .1050' 18GA - ,0478" 14GA - .0747' 20GA - .0359' LATERAL BRIDGING F❑R STEEL STUDS IS REQUIRED WHEN WALL BOARD, INSTALLED PER ICC, DOES NOT CONTINUE FULL HEIGHT ON BOTH SIDES BRIDGING SHALL BE INSTALLED PER MANUFACTURERS REC❑MMENDATI❑NS UNLESS SPECIFICALLY SHOWN OTHERWISE WITHIN THIS SUBMITTAL. TRACK SHALL BE UNPUNCHED WITH GAUGE T❑ MATCH METAL STUD FRAMING UNLESS NOTED OTHERWISE. ALL EXTERIOR STEEL STUDS SHALL HAVE THE FOLL❑WING MINIMUM PROPERTIES: 4" x 18GA Ix = 0.86 IN Sx = 0.432 IN 4' x 16GA Ix = 1.16 IN Sx = 0.576 IN 6' x 18GA Ix = 2.32 IN Sx = 0.712 IN 6' x 16GA Ix = 3.04 IN Sx = 1.011 IN TEMPORARY BRACING REQUIREMENTS ARE THE RESP❑NSIBILITY OF THE CONTRACTOR, FOR FURTHER INF❑RMATI❑N CALL CLARKDIETRICH BLDG SYSTEMS 1-800- 543- 7140 C❑NTRACTORS RESP❑NSIBILITY EACH CONTRACTOR OR SUB -CONTRACTOR RESP❑NSIBLE FDR THE C❑NSTRUCTI❑N ❑F THE WIND AND/❑R SEISMIC RESISTING SYSTEM THAT IS LISTED IN THE STATEMENT ❑F SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESP❑NSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK REQUIRING SPECIAL INSPECTION. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE F❑LL❑WING 1, ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT ❑F SPECIAL INSPECTIONS, 2, ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE C❑NSTRUCTI❑N D❑CUMENTS APPR❑VED BY THE BUILDING OFFICIAL. 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REP❑RTING AND THE DISTRIBUTION OF THE REPORTS. 4. IDENTIFICATION AND QUALIFICATIONS OF THE PERS❑N(S) EXERCISING SUCH C❑NTR❑L AND THEIR P❑SITI❑N(S) IN THE ORGANIZATION. GLUE -LAM BEAM GLUE -LAM MEMBERS SHALL BE FABRICATED BY A LICENSED FABRICATOR PER WCLA, AITC, AND I.C.C. REQUIREMENTS. FABRICATOR TO PR❑VIDE A CERTIFICATE OF INSPECTION TO GENERAL CONTRACTOR, CUTTING, NOTCHING OR DRILLING OF GLUE -LAMS ONLY WITH THE APPROVAL ❑F THE STRUCTURAL ENGINEER, LUMBER SPECIES TO BE DOUGLAS FIR, COMBINATION 24F-V8, Fb=2,400, Fv=165, Fc=385 AT TOP, Fc=450 AT BOTTOM, E-1,800,000 UNLESS NOTED OTHERWISE ON PLANS, PROVIDE TENSION LAMINATIONS AT BOTTOM OF BEAMS AND AT TOP OF C❑NTINU❑US BEAMS OVER COLUMNS UNLESS NOTED OTHERWISE. MOISTURE CONTENT PER PS 56, SCARF PER PS 56 (FINGER TYPE). LAMINATIONS TO BE 1 1/2 INCHES. GLUE LAMINATED BEAMS T❑ BE INSPECTED DURING FABRICATION BY AN APPROVED TESTING LABORATORY. EACH BEAM TO BE STAMPED WITH AN IDENTIFYING NUMBER. BEAMS ARE NOT TO BE ERECTED UNTIL CERTIFICATE OF INSPECTION FROM TESTING LAB HAS BEEN APPROVED BY THE BUILDING DEPARTMENT. SHOP DRAWINGS SHALL BE SUBMITTED F❑R REVIEW BY BUILDING DEPARTMENT, ARCHITECT AND STRUCTURAL ENGINEER. SEAL......................................ENDS APPEARANCE ,,,,,,,,,,,,,,,,,,,,INDUSTRIAL CU.N,❑J ADHESIVE..........................WET-PER PS 56 PRIME ........................ ............. NONE WRAP ...................................... GROUP CAMBER..........:......................BASED ON 2,000 FOOT RADIUS SEE PLAN FOR SPECIFIED CAMBER INSPECTI❑N........................AITC WITH ATTACHMENTS 1&2 GLUE -LAM STRUCTURAL MEMBERS WHICH ARE EXP❑SED T❑ WEATHER AND N❑T PR P R Y PR T T❑ E L ❑ EC ED BY A ROOF, EAVE, OVERHANGS OR SIMILAR C❑VERING SHALL BE PRESSURE TREATED WITH AN APPR❑VED PRESERVATIVE ❑R BE MANUFACTURED FROM W❑❑D WITH A NATURAL RESISTANCE T❑ DECAY. NO R❑SB❑R❑ X-BEAMS PERMITTED, WOOD ALL W❑OD CONSTRUCTION PER CALIFORNIA BUILDING CODE. ALL STRUCTURAL LUMBER SHALL BE D❑UGLAS FIR, UNLESS N❑TED OTHERWISE AND C❑NF❑RM T❑ THE GRADING RULES ❑F THE WESTERN WOOD PRODUCTS ASSOCIATION. A) 2x LUMBER - GRADE #2 B) 4x LUMBER - GRADE #2 C) 6x BEAMS, LEDGERS AND POSTS - GRADE #1 D) STUDS AT 16' D.C. (U.N.O. ON PLANS) EXTERIOR BEARING STUDS: 1) FROM 0 FT TO 9 FT - 2x4 STUD GRADE 2) FROM 9 FT TO 11 FT - 2x4 GRADE #2 3) FROM 11 FT TO 15 FT - 2x6 GRADE #2 EXTERIOR AND INTERIOR N❑N-BEARING STUDS: 1) FROM 0 FT TO 14 FT - 2x4 STUD GRADE 2) FROM 14 FT TO 20 FT - 2x6 STUD GRADE INTERIOR BEARING STUDS: 1) FROM ❑ FT TO 11 FT - 2x4 STUD GRADE 2) FROM 11 FT TO 12 FT - 2x4 CONST GRADE 3) FROM 12 FT TO 20 FT - 2x6 STUD GRADE E) SILL PLATES (P.T.D.FJ - C❑NST/STD F) T❑P & BOTTOM PLATES - C❑NST/STD G) BL❑CKING - STD ❑R BETTER REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL APPEARANCE REQUIREMENTS. (SAND BLSTING/R.S, = ROUGH SAWN. INTERIOR NON -BEARING WALL HEADER SCHEDULE: (U.N.❑. ON PLANS) LESS THAN 4'-O' - (1)-2x4 C❑NST/STD T❑ 5'-0' - 4x4 OR (2)-2x4 C❑NST/STD T❑ 7'-O' - 4x6 #2 TO 10'-O' - 4x8 #2 TO 13'-O' - 4x10 42 T❑ 16'-0' - 4x12 #2 ALL SHEATHING SHALL BE STAMPED BY THE AMERICAN PLYWOOD ASSOCIATION (APA) AND SHALL CONFORM TO THE U.S. PRODUCT STANDARD CPS 1) WITH EXTERIOR GLUE. C❑MP❑SITE OR NON -VENEERED PANELS: COMPLY WITH NATI❑NAL RESEARCH B❑ARD REPORT NER-108. SUBFLO❑R ADHESIVE: APA SPECIFICATION AFG-01. INSTALL PLYWOOD AND NON -VENEERED PANELS PER APA C❑NSTRUCTI❑N GUIDE, LATEST EDITION, SEE STRUCTURAL FRAMING PLANS FOR THICKNESS AND TYPE ❑F FL❑❑R AND ROOF SHEATHING. SEE SHEAR WALL NOTES FOR SIZE AND TYPE ❑F WALL SHEATHING. NAILING OF HORIZONTAL AND VERTICAL DIAPHRAGMS SHALL BE INSPECTED AND APPR❑VED BY THE BUILDING DEPARTMENT PRIOR TO COVERING. ALL NAILS USED IN TIMBER -TO -TIMBER CONNECTIONS SHALL BE COMMON OR COATED SINKER NAILS AND NAILING SHALL CONFORM TO THE APPLICABLE BUILDING CODE ALL NAILS CONNECTING PRE -MANUFACTURED METAL ITEMS S (CONNECTORS, HANGERS, STRAPS, ETC.) TO TIMBER SHALL CONFORM TO THE MANUFACTURER'S CATALOGUE AND APPLICABLE I.C.C. REPORTS. ALL STUD WALLS SHALL HAVE FIRE BL❑CKING AT 10'-O' D.C. MAXIMUM. WHERE WOOD IS IN CONTACT WITH CONCRETE OR MASONRY, USE PRESSURE TREATED D❑UGLAS FIR ❑R SHEET METAL CONNECTORS, FASTENERS IN PRESERVATIVE -TREATED AND FIRE -RETARDANT -TREATED W❑OD SHALL C❑NF❑RM T❑ SECTION 2304,9.5 OF THE I.C.C. FASTENERS FOR PRESERVATIVE -TREATED AND FIRE -RETARDANT -TREATED W❑❑D SHALL BE ❑F HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZINC-C❑ATED FASTENERS SHALL BE IN ACC❑RDANCE WITH "ASTM A 153'. EXCEPTION: FASTENERS OTHER THAN NAILS, TIMBER, RIVETS, WOOD SCREWS AND LAG SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH 'ASTM B 695 CLASS 55 MINIMUM. FASTENING FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN 'AF & PA' TECHNICAL REPORT No.7, THE QUALITY MARK SHALL BE ON THE STAMP ❑R LABEL AFFIXED T❑ PRESERVATIVE -TREATED WOOD, AND SHALL INCLUDE THE F❑LL❑WING INFORMATION: IDENTIFICATION OF TREATING MANUFACTURER, TYPE OF PRESERVATIVE USED, MINIMUM PRESERVATIVE RETENTION (pcf), AND USE FOR WHICH THE PRODUCT IS TREATED, "AWPA' STANDARD TO WHICH THE PRODUCT WAS TREATED AND IDENTITY OF THE ACREDITED INSPECTION AGENCY. (CBC 2303.1.8.1). UNLESS ❑THERWISE SPECIFIED, ALL SILL PLATES IN CONTACT WITH CONCRETE ❑R MASONRY SHALL BE B❑EYED T❑ THE CONCRETE ❑R MASONRY WITH 5/8".DIA BOLTS AT 48' D.C. NOTE: A) ALL B❑LTS SHALL EXTEND A MINIMUM OF 7" INTO FO❑TING, WITH 5" MIN. INTO THE FIRST POUR OF CONCRETE, B) PR❑VIDE A MINIMUM OF TWO ANCHOR BOLTS PER PIECE OF SILL PLATE WITH ❑NE ANCHOR B❑LT LOCATED WITHIN 6' OF THE END. C) AT INTERIOR WALLS, ANCHOR BOLTS MAY BE SUBSTITUTED WITH 0.15' DIA POWER DRIVEN PINS AT 36' O.C. UNLESS NOTED ❑THERWISE. SIMPS❑N PDPWL-300 SHOT PINS ICC-ES ESR-2138. SHOT PINS SHALL NOT BE INSTALLED UNTIL C❑NCRETE HAS CURED F❑R 7 DAYS MINIMUM. AT TWO -POUR F❑UNDATI❑NS, 2ND POUR SHALL HAVE 4 3/4' MIN. THICKNESS AT SHOT PIN L❑CATIONS. ALL B❑LT HEADS AND NUTS WHICH BEAR AGAINST THE FACE OF WOOD MEMBERS SHALL BE PROVIDED WITH WASHERS. H❑LES F❑R B❑LTS SHALL BE B❑RED WITH A BIT 1/32' TO 1/16' LARGER THAN THE NOMINAL BOLT DIAMETER. ALL B❑LTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLYWOOD, PLASTER, ETC. PROVIDE MULTIPLE STUDS FOR SOLID BEARING AT ENDS OF MISCELLANEOUS BEAMS ❑R GIRDER TRUSSES WHERE P❑STS ARE NOT SHOWN. H❑LES IN STRUCTURAL MEMBERS F❑R PIPES AND CONDUITS SHALL C❑MPLY WITH THE BUILDING CODE AND THE TYPICAL DETAILS ON SHEET S-1.1. PR❑VIDE DOUBLE FL ❑❑R J❑ISTS UNDER PARALLEL PARTITIONS WHERE THE LENGTH ❑F THE WALL ABOVE EXCEEDS 25% ❑F THE SPAN OF THE FL❑❑R J❑IST. S❑LID BLOCK AT BEARING WALLS,UNDER PERPENDICULAR PARTITIONS AND ELSEWHERE AS REQUIRED PER I.C.C. 2308. A) ALL BOLTS SHALL EXTEND A MINIMUM OF 7' INTO B) PR❑VIDE A MINIMUM OF TWO ANCHOR BOLTS PER PIECE 6' OF THE END OF SILL PLATE WITH ONE ANCHOR B❑LT L❑GATED WITHIN WITH 0.15' DIA. POWDER DRIVEN PINS AT 36' ❑/C UNLESS C) AT INTERIOR WALLS, ANCHOR BOLTS MAY BE SUBSTITUTED. MINIMUM SPLICE NAILING OF DOUBLE PLATES SHALL BE AS FOLLOWS UNLESS ❑THERWISE SPECIFIED: (12)16d EACH SIDE OF SPLICE WITH NO ADJACENT SPLICE WITHIN 4'-O'. (SEE TYPICAL DETAIL ON S-1,1). FACE NAIL TWO PIECE BUILT-UP BEAMS WITH 16d AT 12' ❑/C AT TOP AND BOTTOM. FACE NAIL MEMBERS OF THREE PIECE BUILT-UP BEAMS WITH 16d AT 12' ❑/C AT TDP AND B❑TT❑M T❑ ALTERNATE SIDES OF BEAM. PROVIDE ADDITI❑NAL ROW OF NAILING AT ALL BEAMS GREATER THAN 12' DEEP. BOLT BUILT-UP BEAMS ❑F FOUR ❑R M❑RE MEMBERS. (SEE TYPICAL DETAIL ON S-1.1). BALLOON FRAME ALL STUD WALLS AT SL❑PING CEILINGS U,N.❑. PRE DRILL ALL HOLE S F❑R 20d AND LARGER NAILS, SPIKES AND LAG BOLTS, LEAD H❑LES F❑R LAGS SHALL BE AS F❑LL❑WS: A) SHANK P❑RTION-SAME DIAMETER AND LENGTH AS SHANK. B) THREADED PORTION-60 TO 75 % OF THE DIAMETER ❑F THREAD AND SAME LENGTH AS THREAD. LAMINATED VENEER LUMBER (LVL) BEAMS SHALL BE CONSTRUCTED, INSTALLED, AND MANUFACTURED PER MANUFACTURERS SPECIFICATIONS AND I.C.C. REPORT, THE PROPERTIES OF LAMINATED VENEER LUMBER (LVL) MEMBERS SHALL BE: E= 2,000,000 PSI, Fb= 2,800 PSI, Fv= 285 PSI, Fc= 500 PSI. PR❑VIDE 2x4 CROSS BRIDGING OR 2X S❑LID BL❑CKING AT A MINIMUM OF 8'-0' D.C. FOR J❑ISTS (CONTACT METAL BRIDGING OR EQUAL MAY BE USED) WHERE SHEATHING OR GYP.BD IS NOT APPLIED TO TOP AND BOTTOM OF J❑ISTS FOR ENTIRE LENGTH OF J❑IST. ALL PRE MANUFACTURED METAL ITEMS (CONNECTORS, HANGERS, STRAPS, ETC.) SHALL BE BY SIMPSON STRONG TIE COMPANY, INC. U.N.O. (SEE PARAGRAPH 6 ABOVE CONCERNING NAILING). A MAXIMUM OF 10% OF LUMBER USED FOR CONSTRUCTI❑N MAY C❑NTAIN 'WANE TH❑SE MEMBERS WITH 'WANE" SHALL N❑T BE USED AT PLYWOOD ❑R DRY WALL EDGES, SOLID BLOCKING OR AT DOUBLE PLATES. TWO INCH S❑LID BL❑CKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. WOOD CONT TABLE 2304,101 (2016 CBC) FASTNENING SCHEDULE CONNECTION FASTENNING (A,M) LOCATION 3-8d C❑MM❑N C2 1. J❑IST TO SILL OR GIRDER 1/2'x0,131') 3-3'x0,131' TOENAIL NAILS P=pd 100g4ffl} STAPLES" 2. BRIDGING TO J❑IST 1/2'x0.131') 2-3'x0.131' T❑ENAIL EACH END NAILS 3, 1'x6' SUBFL❑OR OR LESS TO EACH JOIST �-9d k40 (-Ti%2Exs0.131') FACE NAIL 4. WIDER THAN 1'x6" SUBFLO❑R TO EACH JOIST 3-8d COMMON (2 1/2'xO.131') FACE NAIL 5. 2' SUBFLO❑R TO J❑IST OR GIRDER 2-16d COMMON (3 1/2'x0.162') BLIND AND FACE NAIL 16d (3 1/2'x0.135" AT 16' ❑C 6. SOLE PLATE TO J❑IST OR BL❑CKING 3'x0.131' NAILS AT 8' ❑C TYPICAL FACE NAIL 3" 14 GAGE STAPLE AT 12' OC 1/2"x0.135') AT 16' ❑C SOLE PLATE TO J❑IST OR BL❑CKING 4-3'x0.131' NAILS AT 16' ❑C BRACED WALL PANELS AT BRACED WALL PANEL 4-3' 14 GAGE STAPLES AT 16' ❑C 2-16d COMMON (3 1/2'x0,162') 7, TOP PLATE TO STUD 3-3'x0.131' NAILS END NAIL 3-3' 14 GAGE STAPLES 4-8d C❑MM❑N C2 8, STUD TO SOLE PLATE 1/2'x0.131') 4-3'xO.131' TOENAIL NAILS P=pbd11CffP N gTAT�g, i<0.162") 3-3'x0.131' NAILS END NAIL 3-3' 14 GAGE STAPLES 16d (3 1/2'x0.135') AT 24' ❑C 9, DOUBLE STUDS 3'x0,131' NAILS AT 8' ❑C FACE NAIL 3' 14 GAGE STAPLES AT 8' ❑C 16d (3 1/2'xO.135') AT 16' ❑C 10. D❑UBLE T❑P PLATES 3"x0,131" NAILS AT 12' ❑C TYPICAL FACE NAIL 3' 14 GAGE STAPLES AT 12' ❑C 8-16d COMMON (3 1/2'x0.162') D❑UBLE T❑P PLATES 12-3"xO,131" NAILS LAP SPLICE 12-3" 14 GAGE STAPLES 11, BL❑CKING BETWEEN J❑ISTS OR 3-8d COMMON C2 RAFTERS T❑ T❑P PLATE 1/2'x0.131') 3-3"xO.131" T❑ENAIL NAILS golJZ21j/�AA3�,I)A144L:6, OC 12. RIM J❑IST TO TOP PLATE 3'x0,131' NAIL AT 6' ❑C TOENAIL 3" 14 GAGE STAPLE AT 6' ❑C 2-16d COMMON (3 1/2'x0.162') 13. TOP PLATES, LAPS AND INTERSECTIONS 3-3'x0,131' NAILS FACE NAIL 3-3' 14 GAGE STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2"xO.162') 16' ❑C ALONG EDGE 3-8d C❑MM❑N C2 15. CEILING J❑ISTS TO PLATE 1/2'x0.131') 5-3'x0.131" T❑ENAIL NAILS 16. CONTINU❑US HEADER T❑ STUD - d / x .131') T❑ENAIL 3-16d COMMON (3 1/2'xO,162') MIN 17. CEILING J❑ISTS, LAPS OVER PARTITIONS TABLE 2308.10.4.1 FACE NAIL (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) 4-3'x0.131' NAILS 4-3' 14 GAGE STAPLES 3-16d COMMON (3 1/2'x0.162') MIN 18. CEILING J❑ISTS TO PARALLEL RAFTERS TABLE 2308.10.4.1 (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) 4-3'x0,131" NAILS FACE NAIL 4-3' 14 GAGE STAPLES 19. RAFTER T❑ PLATE C SEE SECTION 2308.10.1, 2-8d COMMON (2 1/2'x0.131') 2-3'x0.131' T❑ENAIL TABLE 2308.10.1) NAILS =�d 1 STAPLES 20. 1' DIAG❑NAL BRACE TO EACH STUD AND PLATE 1/2'x0.131') 2-3'x0.131' FACE NAIL NAILS 21. 1'x8' SHEATHING TO EACH BEARING �-dd 140 (Fii/ .131") FACE NAIL 22, WIDER THAN 1'x8' SHEATHING TO EACH BEARING 3-8d C❑MM❑N C2 1/2'xO.131') FACE NAIL 16d COMMON (3 24' 23. BUILT-UP CORNER STUDS 1/2'x0.162') 3'xO.131" I ❑C 16' NAILS ❑C 16' Odlt 4Ax4') AT 32" ❑FACE OC 3'x0.131' NAILS AT 24' ❑C AT T❑P AND B❑TT❑M 3' 14 GAGE STAPLES AT 24' ❑C STAGGERED ❑N OPP❑SITE SIDES 24. BUILT-UP GIRDER AND BEAMS 2-20d C❑MM❑N FACE NAIL AT ENDS (4'x0,192') 3-3'x0.131' AND AT EACH SPLICE NAILS-3-3' 14 GAGE 25. 2' PLANKS 01❑N (3 1/2"x0.162") AT EACH BEARING 3-10d COMMON 26. COLLAR TIE TO RAFTER (3'x0,148') 4-3'x0.131' FACE NAIL NAILS -�dl�❑�� STAPLES (3'x0,148') 4-3'xO.131' T❑ENAIL NAILS 27. JACK RAFTER TO HIP r [,F CI p FC -6d14C i3Ax0,162") 3-3'xO.131" NAILS FACE NAIL 3-3' 14 GAGE STAPLES 2-16d COMMON (3 1/2'x0.162') 3-3'x0,131' NAILS T❑ENAIL 3-3' 14 GAGE STAPLES 28. ROOF RAFTER TO 2-BY RIDGE BEAM 2-16d COMMON (3 1/2'xO.162') 3-3'x0.131' NAILS FACE NAIL 3-3' 14 GAGE STAPLES 3-16d COMMON (3 1/2'x0.162') 29. J❑IST TO BAND J❑IST 4-3'x0,131' NAILS FACE NAIL 4-3" 14 GAGE STAPLES 3-16d COMMON (3 1/2'x0,162') 30. LEDGER STRIP 4-3'x0.131' NAILS FACE NAIL 4-3' 14 GAGE STAPLES 1/2' AND LESS 6d (C,l) 31. W❑❑D STRUCTURAL PANELS AND 2 3/8'x0.113" NAIL(N) PARTICLEBOARD(B) SUBFL❑OR, ROOF 1 3/4' 16 GAGE(0) AND WALL SHEATHING (T❑ FRAMING) 19/32' TO 3/4' 8d(D) OR 6d(E) 2 3/8'x0,113 NAIL(P) 2' 16 GAGE(P) 7/8' TO 1' 8d(C) SINGLE FLOOR (C❑MBINATI❑N 1 1/8' TO 1 1/4' 10d(D) OR 8d(D) SUBFL❑OR-UNDERLAYMENT TO FRAMING) 3/4' OR LESS 6d(E) 7/8' TO 1' 8d(E) 1 1/8' TO 1 1/4' 10d(D) OR 8d(E) 32. PANEL SIDING (TO FRAMING) 1/2' OR LESS 6d(F) 5/8' 8d(F) 1/2' Noll GAGE ROOFING NAIL(H) 6d COMMON NAIL (2'xO.113') 33. FIBERB❑ARD SHEATHING (G) No,16 GAGE STAPLE(I) 25/32' No.11 GAGE R❑❑FING NAIL(H) 8d COMMON NAIL (2 1/2'x0.131') No.16 GAGE STAPLE(I) 34. INTERIOR PANELING 1/4' 4d(J) 3/8' 6d(K) FOR 'SI': 1 INCH = 25.4mm <A) C❑MM❑N ❑R BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE ❑THERWISE STATED. (B) NAILS SPACED AT 6' ON CENTER AT EDGES, 12" AT INTERMEDIATE SUPPORTS EXCEPT 6' AT SUPPORTS WHERE SPANS ARE 48' OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305, NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. <C) C❑MM❑N ❑R DEF❑RMED SHANK xO.113'; 8d-2 1/2:x0.131'; 10d-3'x0.148'). (D) COMMON (6d-2'x0.113'; 8d-2 1/2'x0.131'; 10d-3'x0.148'). (E) DEFORMED SHANK (6d-2'x0.113'; 8d-2 1/2'x0.131'; 10d-3'x0.148'). (F) C❑RR❑SI❑N RESISTANT SIDING (6d-1 7/8'xO.106'; 8d-2 3/8'x0,128') OR CASING (6d-2'x0,099'; 8d-2 1/2'x0,113') NAIL. CG) FASTENERS SPACED 3' ❑N CENTER AT EXTERIOR EDGES AND 6" ❑N CENTER AT INTERMEDIATE SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6' ON CENTER ON THE EDGES AND 12' ON CENTER AT INTERMEDIATE SUPPORTS FOR NON-STRUCTURAL APPLICATIONS, (H) C❑RR❑SION-RESISTANT ROOFING NAILS WITH 7/16' DIAMETER HEAD AND 1 1/2' SHEATHING AND 1 3/4: LENGTH FOR 25/32' SHEATHING. (I) CORROSION -RESISTANT STAPLES WITH NOMINAL 7/16' CROWN AND 1 1/8' LENGTH FOR 1/2' SHEATHING AND 1 1/2' LENGTH FOR 25/32, SHEATHING,. PANEL SUPPORTS AT 16' (20' IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS ❑THERWISE MARKED). (J) CASING (1 1/2'x0,080') OR FINISH (1 1/2'x0,072') NAILS SPACED 6' ON PANEL EDGES, 12' AT INTERMEDIATE SUPPORTS. CK) PANEL SUPP❑RTS AT 24'. CASING OR FINISH NAILS SPACED 6' ON PANEL EDGES, 12" AT INTERMEDIATE SUPPORTS. CL) F❑R R❑❑F SHEATHING APPLICATIONS, 8d NAILS (2 1/2'x0.113') ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. CM) STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16". CN) F❑R R❑❑F SHEATHING APPLICATIONS, FASTENERS SPACED 4" ON CENTER AT EDGES, 8' AT INTERMEDIATE SUPPORTS. C❑) FASTENERS SPACED 4" ❑N CENTER AT EDGES; 8' AT INTERMEDIATE SUPPORTS FOR SUB -FLOOR AND WALL SHEATHING AND 3' ON CENTER AT EDGES, 6' AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. CP) FASTENERS SPACED 4' ❑N CENTER AT EDGES, 8" AT INTERMEDIATE SUPPORTS .v,a� � 10 1 J'f P-4-1��_- - _- --- __ _ Th - nl s u r .!i .or cr a the !=,- .1. /lr,'!�._ I G. tr '! y 1',' ' c �.e rfilit ,or or can r�wl7w' -..<I C `0i JIC Co.jri:y, State or Fed-ara� is ,vs.11 DESIGN DATA 1, GENERAL DATA LOAD COMBINATIONS = ASD FLAT R❑OF DEAD L❑AD = N/A . CEILING DEAD LOAD = 10,0 psf TRUSS TDP CHORD DEAD LOAD = N/A TRUSS T❑P CHORD LIVE L❑AD = N/A TRUSS B❑TT❑M CHORD DEAD L❑AD = N/A TRUSS BOTTOM CHORD LIVE L❑AD = N/A ROOF LIVE LOAD = 20 psf (At <- 400sf) ROOF LIVE LOAD = 16 psf (400sf < At <- 600sf) ROOF LIVE LOAD = 12 psf (At > 600sf) FL❑❑R LIVE L❑AD = N/A (USE OF LIVE LOAD REDUCTION SHALL BE INDICATED FOR EACH TYPE OF LIVE LOAD USED IN THE DESIGN) CEILING LIVE LOAD = 10.0 psf 2. WIND DESIGN DATA: NOT APPLICABLE 3. EARTHQUAKE DESIGN DATA: NOT APPLICABLE 4, FLOOD DESIGN DATA: NOT APPLICABLE 5, SPECIAL LOADS: NOT APPLICABLE TESTS AND INSPECTIONS 1. PROVIDE ALL STRUCTURAL MATERIAL FROM TESTED STOCK, FURNISH C❑PIES OF TEST REP❑RTS T❑ ARCHITECT & G❑VERNING CODE AUTH❑RITY UPON REQUEST. 2. SEE TABLE(S) ON SHEET S-1.1 FOR TEST AND INSPECTION REQUIREMENTS. 3. THE USE OF ROLLED STEEL SECTIONS, BOLTS, & OR REBAR MANUFACTURED OUTSIDE THE UNITED STATES WILL REQUIRE VERIFICATION THAT THE PR❑DUCTS COMPLY WITH APPLICABLE ASTM STANDARD. FOREIGN STEEL WILL REQUIRE MILL CERTIFICATES, & REPRESENTATIVE TESTING BY AGENCIES APPROVED BY THE GOVERNING CODE AUTHORITY TO DEMONSTRATE C❑MPLIANCE. ALL F❑REIGN B❑LTS & C❑NNECT❑RS SHALL BE APPROVED BY THE G❑VERNING CODE AUTH❑RITY. 4. A TESTING LABORATORY SHALL PROVIDE CONTINUOUS INSPECTION, C❑MPLYING WITH CHAPTER 17 OF THE 2016 CBC FOR THE F❑LL❑WING: A. FIELD WELDING B. CONCRETE & REINFORCING STEEL WHEN SPECIFIED COMPRESSIVE STRENGTH EXCEEDS 2500 PSI C. BOLTS INSTALLED IN CONCRETE D. VERMICULITE FILL E. SPRAYED FIREPROOFING F. EXPANSION AND EPDXY ANCHORS 5. ALL COMPLETE PENETRATION GROOVE WELDS CONTAINED IN JOINTS OF ORDINARY AND SPECIAL MOMENT -RE SISTING FRAMES SHALL BE TESTED 100% EITHER BY ULTRAS❑NIC TESTING OR BY RADIOGRAPHY. 6. SEE SHEET S-1.1 FOR ADDITIONAL INFORMATION. ABREVIATI❑NS ABREVIATI❑NS AB ANCHOR B❑LT RF ROOF ABV ABOVE RJ ROOF J❑IST BAR REINFORCING BAR RR R❑❑F RAFTER BD BOARD RT R❑❑F TRUSSES BLKG BL❑CKING SIM SIMILAR BL W BELOW SIMP SIMPSON PRODUCT BM BEAM SM SHEAR MAX BN BOUNDARY NAIL SMS SHEET METAL SCREW BOB B❑TT❑M OF BEAM SQ SQUARE BW BOTH WAYS SS SELECT STRUCTURAL CF CONTIN❑US FO❑TING SSW SIMPS❑N STRONG WALL CIDH CAST -IN DRILLED HOLE STD STANDARD CJ CEILING J❑IST STL STEEL CL CENTERLINE SW SHEAR WALL COL COLUMN THK THICK C❑NC C❑NCRETE THRD THREADED C❑NT C❑NTIN❑US TN TOE NAIL CPE CONY PANEL EDGES TOB T❑P ❑F BEAM D DEPTH T❑C TDP ❑F C❑NCRETE DBL DOUBLE TOL T❑P ❑F LEDGER DF DOUGLAS FIR TOM TOP ❑F MASONRY DIA- DIAMETER TOP TOP OF PLYWOOD D❑ DITTO T❑S T❑P ❑F SHEATHING (E) EXISTING TOW T❑P ❑F WALL EJ EXPANSION JOINT TSG TAPPERED STEEL GIRDER EN EDGE NAIL TYP TYPICAL EQ EQUAL U.N.O. N N T THERWISE U LESS ❑ ED ❑ EW A H AY E C W V ERT VERTICAL FB FL❑❑R BEAM W WIDTH ❑F FOOTING FIG FINISH GRADE W/ WITH FJ FLOOR J❑IST WF WIDE FLANGE FLR FLOOR WP WEAKENED PLANE JOINT FMG FRAMING WWF WELDED WIRE FABRIC FN FIELD NAIL DIA 0 DIAMETER F❑C FACE ❑F CONCRETE @ AT FOM FACE ❑F MAS❑NRY MAS MAS❑NRY FOS FACE ❑F STUDS MAX MAXIMUM FP FULL PENETRATION MB MACHINE BOLT FTG F❑❑TING MI MA FABLE IRON LL GA GAUGE MIN MINIMUM GALV GALVANIZED MLB MICR❑ LAM BEAM GLB GLUE -LAMINATED BEAM (N) NEW GR BM GRADE BEAM NG NATURAL GRADE GWB GYPSUM WALLBOARD O/ OVER GT GIRDER TRUSS OC ❑N CENTER H HIGH Pi POUR JOINT HDR HEADER PLB PARALLAM BEAM HGT HEIGHT PLWD PLYWOOD HGR HANGER PT PRESSURE TREATED H❑RIZ HORIZONTAL RB R❑❑F BEAM HSS H❑LL❑W STRUCTURAL STEEL REINF REINF❑RCING HT HIP TRUSS REQ'D REQUIRED KP KING POST L LOW LT WT LIGHT WEIGHT LVL LAMINATED VENEER LUMBER STRUCTURAL ❑BSERVATI❑N STRUCTURAL ❑BSERVATI❑N IS REQUIRED IN ACCORDANCE W/ SECTION 1704.6 OF THE 2016 CALIFORNIA BUILDING CODE. STRUCTURAL OBSERVATION SHALL BE REQUIRED ❑N F❑UNDATI❑NS PRIOR TO POUR & ON ROOF & WALL SHEATING PRIOR TO C❑VERING BY A CALIFORNIA LICENSED CIVIL AND/DR STRUCTURAL ENGINEER. REQUIRED SPECIAL INSPECTIONS IN ADDITION TO THE REGULAR INSPECTIONS, THE F❑LL❑WING CHECKED ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH SEC. 1709 OF THE INTERNATI❑NAL BUILDING CODE & SEC 1704 & 1705 ❑F THE CBC ITEM REQUIRED? REMARKS S❑ILS C❑MPLIANCE PRIOR TO F❑UNDATI❑N INSPECTION N/A STRUCTURAL C❑NCRETE OVER 2,500 PSI N/A FIELD WELDING YES HIGH STRENGTH B❑LTS N/A EXPANSI❑N / EPDXY ANCHORS YES STRUCTURAL MASONRY N/A M❑MENT FRAMES / C❑NNECTI❑NS N/A SIMPSON SSW STRONG WALL N/A DRYPACK ❑R N❑N-SHRINK GR❑UT YES 4000 PSI PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ACHORING AND OTHER FASTENING OF THE COMPONENTS WITHIN THE SEISMIC -FORCE RESISTING SYSTEM INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS AND HOLD-DOWNS SEE SHEET S-1.1 F❑R ADDITI❑NAL INF❑RMATI❑N N❑TEI ANY USE OR REUSE OF ORIGINAL OR ALTERED STRUCTURAL DRAWINGS BY OWNER, AGENTS OF OWNER, OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF B.G. STRUCTURAL ENGINEERING, INC. SHALL BE AT THE SOLE RISK OF THE OWNER. FURTHERMORE, THE ENGINEERING, OWNER AGREES. TO DEFEND, INDEMNIFY AND HOLD B.G. STRUCTURAL INC. HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES, AND ATTORNEY'S FEES ARISING OUT OF THE MODIFICATION OR REUSE OF THESE DRAWINGS. NOTEi THE ENGINEER SHALL NOT BE RESP❑NSIBLE FOR THE CONSTRUCTION MEANS, METHODS, MATERIALS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS & PROGRAMS IN CONNECTION WITH THE WORK. THE ENGINEER DOES NOT GUARANTEE THE C❑NTRACT D❑CUMENTS SHALL RELIEVE THE CONTRACTOR FROM ANY LIABILITY DUE TO NEGLIGENCE, INCOMPETENCE, OR ERRORS OF ❑MISSION OR COMMISSION ❑F THE CONTRACTOR. © COPYRIGHT 201E B.G. STRUCTURAL ENGINEERING, INC, UNAUTHORIZED CHANGES & USES CAUTIONi THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESP❑NSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES T❑ ❑R USES OF THESE PLANS. ALL CHANGES T❑ THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. INSTRUMENTS OF SERVICE THESE DRAWINGS ARE AN INSTRUMENT ❑F SERVICE AND REMAIN THE PROPERTY❑F B.G. STRUCTURAL. THEY ARE NOT TO BE REPRODUCED OR ALTERED IN ANY WAY, NOR DISCLOSED OR ASSIGNED TO ANY THIRD PARTY WITH❑UT THE EXPRESS WRITTEN PERMISSION OF B.G. STRUCTURAL, REVISIONS BY BUILDING & SAFETY 1 12/20/2018 SC ri T* w � (.� 4 --� *0 � U W W 04 W Z W W 0-. � q Z W r ro c oo �o `� 5 ' o % kn � 'n u a p o FI Iw ,- p N a � m W , .0 � rr� "1 [0 a/ V � M is �j 0 z ' .j ,-• -.e� 0 A F.1 ��W 1- W W kn ry ImoA! kn r G�NEER r 2`r EB 62dp 0 CO) 0Ld 0 a > 0 o o V 4I "s, a U■ Z 0 z fn W W 1 Of O �% � �+ / d' CK W N Z . � X 0 I� U W = zQa)c,) QZdor Wn-cOCO U (a o d ('7 1- ,.., Cn (0 I` (n1 W H 0 C0 � @) = of(D� o U y-- LO .._� 1.�.- Q ---A,.r- 0 I -LL Z Q0-j �p 01- jZW02 _j W U I1<10 0 z 0 i I` W ° Ix IZ 0 O co C) C � 17 0 _ L_ 1_11 O N O a) U (n C -N "C O :3 e C p Z _E J 0 3 ix O (,O Date: 11 /12/2018 Scale: N.T.S. Drawn: S.C. Job: 908.26 Sheet (CBC 2016) TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TYPE OF VERIFICATION AND INSPECTIONS C❑NTINU❑US PERIODIC REFERENCED STANDARD a IBC REFERENCE L INSPECT REINFORCEMENT, INCLUDING PRESTRESSING _ X ACI 318, Ch. 20, 25.2 1908,4 TENDONS, AND VERIFY PLACEMENT 25,3, 26,5.1-26.5,3 2, REINFORCING BAR WELDING: a, VERIFY WELDABILITY OF REINFORCING BARS OTHER - X THAN ASTM A706j AWS D1,4 lo, INSPECT SINGLE -PASS FILLET WELDS, MAXIMUM 5/16'j X ACI 318 26.5.4 AND c, INSPECT ALL OTHER WELDS. X 3, INSPECT ANCHORS CAST IN CONCRETE - X ACI 318; 17.8,2 - 4, INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS,b a, ADHESIVE ANCHORS INSTALLED IN H❑RIZ❑NTALLY OR X ACI 3181 17.8.2,4 _ UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS Io, MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT X DEFINED IN 4.(x, 1904,1, 1904,2, 5, VERIFYING USE OF REQUIRED DESIGN MIX - X ACI 3181 Ch. 19, 26.4.3, 26.4.4 1908.2, 1908.3 6, PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR ASTM C172 STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, X - ASTM C31 1908.10 AND DETERMINE THE TEMPERATURE OF THE CONCRETE ACI 318 26,4.5, 26.12 7, INSPECTION OF CONCRETE X - ACI 3181 26.4,5 19081908.7, PLACEMENT FOR PROPER APPLICATION TECHNIQUES 19 08,0 8, VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE _ X ACI 318: 26,4,7-26,4,9 1908,9 AND TECHNIQUES 9, INSPECT PRESTRESSED CONCRETE FOR! a, APPLICATION OF PRESTRESSING FORCES), AND X - ACI 3181 26.9.2.1 - b, GROUTING OF BONDED PRESTRESSING TENDONS X - ACI 3181 26,9.2.3 10, INSPECT ERECTION OF PRECAST CONCRETE MEMBERS - X ACI 318 Ch. 26.8 - 11. VERIFY IN -SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN P❑ST-TENSIONED ACI 3181 26,10,2 - CONCRETE AND PRIOR TO REMOVAL OF SHORES AND - X FORMS FROM BEAMS AND STRUCTURAL SLABS 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND _ X ACI 3181 26,10,1(b) - DIMENSI❑NS OF THE CONCRETE MEMBER BEING FORMED FOR SIB 1 inch = 25.4 MM a, WHERE APPLICABLE, SEE ALSO SECTION 1705,12 SPECIAL INSPECTION FOR SEISMIC RESISTANCE. b, SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTIONS SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE'BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK, 1 SPECIAL INSPECTION TABLE (CONCRETE) EFFECTIVE I WELD SIZE FLARE -BEVEL -GROOVE WELD FLARE-V-GROOVE WELD cE>=0,4s -- -I WELD LENGTH BAR SIZE WELD ONE SIDE WELD BOTH SIDE #3 51' 2 1/2" #4 1 6 1/2" 3 1/4" #5 8" 4" #6 9 1/2" 4 3/4" #7 11 " 5 1/2" #8 12 1 /2" 6 1 /4" #9 141' 7" #10 15 1/2" 7 3/4" #11 17 1/2" 8 3/4' WELD LENGTH BAR SIZE WELD ONE SIDE WELD BOTH SIDE #3 2 1/2" 1 1/4 #4 3" 1 1/2" #5 3 1/2" 1 3/4" #6 4" 2" #7 1 4 1/2" 2 1/4" #8 5" 2 1/2" #9 5 1/2" 2 3/4" #10 6 1/2" 3 1/4" #11 7" 1 3 1/2" I I I I SINGLE DOUBLE FLARE-V-GR❑❑VE WELD S-1.1 GENERAL DETAIL PROVIDE SIMPS❑N 'MSTA' STRAP (SEE SCHEDULE FOR MSTA REQUIREMENTS) - CENTER STRAP ON SPLICE APPLY FULL NAILING FOR STRAP TYP STRAP SCHEDULE BEA TOP PLATE OR BEAM -SEE PLAN - PROVIDE SIMPS❑N 'MSTA36" STRAP ONE SIDE @ PLATE SPLICES WITHIN SHEAR WALLS DESIGNATED WITH DELTA '1, 2, OR 3' (SEE PLAN FOR SHEAR WALL DESIGNATIONS) OR - PR❑VIDE SIMPS❑N 'MSTA36' STRAP EA SIDE OF TOP PLATE OR @ EA PLATE @ PLATE SPLICES WITHIN SHEAR WALLS DESIGNATED WITH DELTA "4 OR 5' (SEE PLAN FOR SHEAR WALL DESIGNATIONS) 2x STUDS W/ CDX SHEATHING SEE PLAN & SHEAR WALL SCHEDULE 'V GENERAL DETAIL S-1.1 TYPICAL @ INTERIOR NON -BEARING FULL HEIGHT STL STUDS (21'-0" MAX HEIGHT) NEW 550S250-68 (50 KSI) STL STUD @ 16' ❑C W/ #10 SELF -TAPPING TEKS SCREWS @ EA SIDE OF EA STL STUD T&B ICC ESR 1166P NEW 550T250-68 (50 KSI) TRACK W/ .145 DIA SIM48'POCN-SIC❑C-ESNESR-2138 -------------- a ° 4 a d a a- a ----=--------------=---= -- S-1.1 EXISTING C❑NC SLAB GENERAL DETAIL SIMPSON 'MSTA' STRAP (SEE SCHEDULE FOR MSTA REQUIREMENTS) - CENTER STRAP ON SPLICE APPLY FULL NAILING FOR STRAP DBL TOP PLATE OR BEAM - SEE PLAN TYPICAL @ INTERIOR HEADERS (U,N,O,) (2)-550S162-43 (50 KSI) STL STUD JAMB - ICC E ,,•,� �1 AAI 5 1/2' PIECE c2)-# SELF TEKS 550S162-43 (50 KSI) HEADER TRACK W/ 550S162-43 (50 KSI) STL STUD & CLOSURE TRACK "' S-1.1 I GENERAL DETAIL REBAR SPLICE AND EMBED LENGTH SCHEDULE CONC. Vc = 2500 PSI � LAP SPLICE LENGTHS DEVELOPMENT LENGTH m COLUMNS TOP BAR OTHER COLMNS TOP BAR OTHER STANDARD HOOKS ldh 3 12 21"160081, 16..12 7 4 12 27" 21�� 8 21" 16„ 10t$ 5 21 51„ 39r� � 15" 39„ 300' 12„ 6 �� 25„ 61 47,p 18„ 47" 36t' 15" 7 30„ �� 89 69�� 21 69„ 53„ 17„ 8 34 „ 102 78 �� 24 78 60 19 9 38" 115" 88" 27" 88" 68" 22" 10 43" 129" 99" 31" 99" 77" 24" 11 47" 143" 110" 34" 110" 85" 29" + N CRITICAL SECTION Id h REVISIONS BY REINFORCING LAPe. LAP SIZES 40d 2'-0' MIN BUILDING 3 SAFETY la 12120/2018 SC d b PER PLAN & DETAILS -- - - - - ------- I 4d b OR 4d b #3 THROUGH #8 II° II LAP II II I I I III o C) ' II INTERSECTION I� I I III I 2.5" MIN. 5db #91 #10 & #11 L°.II all !p CORNER BARS SAME �F I I I iu I I al. III ' I EXTEND HOOK TO BACK I'dh SIZE &SPACING AS II FACE ❑R WALL (TYP) II CORNER H❑RIZ. REINF❑RCING ALT. CORNER i I SINGLE LAYER REINF❑RCING 01 LAP LAP INTERSECTION CORNER NOTES: CITY OF LA QU NT z ai 1. LAP SPLICES IN BEAMS ARE NOT PERMITTED WITHIN JOINTS, NOR WITHIN A DISTANCE OF TWICE THE MEMBER DEPTH FROM THE FACE OF THE JOINT, NOR _ - °____- -_�� BUILDING DIVIS1 N 1-1 W � AT CENTER 1/3 OF BEAM SPAN FOR BOTTOM REINFORCING, NOR AT END 1/3 OF BEAM SPAN FOR TOP REINFORCING. j �jr�-a-- 4 - - � I. NOTE: W 2. LAP SPLICES IN BEAMS SHALL BE PERMITTED ONLY IF HOOP REINFORCEMENT IS PROVIDED AT A MAXIMUM SPACING OF 4" 0/C ALONG THE LAP LENGTH. .L-----_ °_� _ ".a- � 1, WHERE SINGLE LAYER ❑F REINF ❑CCURS, REVIEWED FO �} Z Q 3. WHEN BARS OF DIFFERENT SIZE ARE LAP SPLICED IN COMPRESSION, SPLICE LENGTH SHALL BE OF THE DEVELOPMENT LENGTH OF LARGER BAR OR °II I. ' ! 14 BEND REINF AS SHOWN FOR OUTSIDE BARS, CODE ~ U SPLICE LENGTH OF SMALLER BAR. LAP it I ° ji, I _ al_ 2. DETAIL APPLIES TO FOOTINGS, BEAMS AND II COf1lIPLIANC 4. COLUMN LAP SPLICE LENGTH SPECIFIED IS WHERE TIES ARE USED THROUGHOUT THE LAP SPLICE LENGTH. FOR OTHER CONDITIONS USE 30db AS THE II I INTERSECTION I. °II CONCRETE WALLS W W COLUMN LAP SPLICE LENGTH. LI I 3, of = BAR DIAMETER 5. LENGTHS SHOWN ARE FOR HOOKS WITH SIDE COVER (NORMAL TO PLANE OF HOOK) NOT LESS THAN 2-1/2" AND FOR 90' HOOK, COVER ON BAR �I: °I. I° �I DATE BY Z 1.0 W EXTENSION BEYOND HOOK NOT LESS THAN 2". FOR OTHER CONDITIONS MULTIPLY ABOVE STANDARD HOOK DEVELOPMENT LENGTH BY 1.43. I I I 00 ~ 6. SPLICE AND EMBEDMENT LENGTHS ARE IN INCHES. SPLICES SHALL BE CLASS "B CORNER DOUBLE LAYER REINFORCING ALT. CORNER TYP R E I N P ❑RCING AT INTERSECTI ❑ N Z 7. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" CONCRETE BELOW, OTHER BARS ARE BOTTOM OR VERTICAL BARS. U WHERE REQUIRED EMBEDMENT CANNOT BE OBTAINED WITH STRAIGHT BARS, PROVIDE 180' OR 90' HOOK EQUALING LENGTH BELOW. REINF• ❑RCING LAYOUT Q SCHEDULE IS FOR GRADE 60 BARS EXCEPT #3 AND #4 WHICH ARE FOR GRADE 40 BARS. a W � o S-1.1 GENERAL DETAIL a � W H� h I� METAL PIPE SLEEVE - I.D. 10'-0' MIN COMPACTED BACKFILL NEW SLAB I� M 0 SEE SOILS REPORT 2x STUDS @ 16' ❑C a•d• c2 iiz• MT"' 45ra U �'' U W kn SHALL BE 2' LARGER THAN PIPE ❑D 2x P,T,D.F, SILL PLATE , , , , 900 r rj O Z 0 1'-6" MIN D D D D 12d (12 MIN Z G FINISH GRADE W/ .145 DIA SIMPS❑N 1800 kn UNLESS NOTED q OTHERWISE CJ V �„I o NO PIPES ALLOWED IN SHOT PINS @ 48" ❑C - 5' CONCRETE SLAB W/ ^ THIS P❑RTI❑N OF F❑❑TING �\/' /' '�\ / ��\��\��\ � �j/\ '` '� �� ' � ICC-ES ESR-2138 #4 @ 18" ❑C EACH WAY 450 � W 1- 11, \ \' STANDARD H❑❑KS AND BENDS D _= j 2 m TAMPED NOTE: 1 SAND ALL PLUMBING PENETRATIONS TO \ BE PERPENDICULAR TO C❑NTINU❑US O OR GRADE BEAM FOOTINGS 10 qc' S-1.1 NO EXCAVATION ,D' + 1'-6" BELOW THIS LINE THIS CONCRETE TO BE PLACED PRIOR TO POURING FTG - SAME WIDTH AS ABOVE 3'-0' MIN FOR PIPES MORE THAN 3'-0' BELOW DOT OF FTG USE COMPACTED FILL (90% DENSITY) INSTEAD OF CONCRETE TO FILL IN PIPE TRENCH PIPE TRENCH AT FOOTING GENERAL DETAIL 'Dr 3 C LOW HYDROGEN WELDING 6' MIN CONTINUOUS E RODS SEE DWGS FOR CLEAN OUT C LENGTH OF WELD 1/16' a #2 BARS THRU #7 #8 BARS THRU #11 #14 BARS THRU #18 kn h r D = D = D = 66 8d lOd FOR FOR FOR a. , - ---------=-----------�--� D = 26 FOR SHORT BENDS lam( 40 d2 LAP U,N,O. 90a 135m EXISTING SLAB c2'-o' MIN) 1 �6 W 2x STUDS NEW 2x P,T,D.F, SILL NEW PLATE W/ .145 DIA @ 16" OC SIMPSON SHOT PINS LAP S P L I C E @ 48' OC - 6 "d' 8 112' MIN ICC-ES ESR-2138 EXISTING 40 d2 LAP U,N,O, CONCRETE .� (2'-0- MIN) 6 'd' 4' MIN FOR #3 �\ SLAB 4 1/2' MIN FOR #4 Z ---- ------ ------------- STIRRUP OR TIE 2 w a vd a 16 & a . d WIRE TIES a a 1 ��----=----------=----=------= --= OFFSETS AND SPLICES 11 GEN ER AL DETAIL 12 GENERAL DETAIL S-1.1 S-1.1 1/2' MINACCESS (EITHER L❑CATI❑N) N❑TESI 60% MAX STUD WIDTH BORE 1. B❑RING OF MORE THAN TWO LEAN & ROUGHEN SURFACE 2' DIA MAX AT 2x4 STUDS, SUCCESSIVE DOUBLE STUDS CENTERLINE XP❑SING COARSE AGGREGATE 3 1/4' DIA MAX AT 2x6 STUDS IS NOT PERMITTED OF SPLICE URB FORMWORK 2 NOT NOTCHING ❑CCUR N BORING THE SAME WHERE OCCURS CONDITION @ EXIT FORMS STUD SECTION NEW SIMPSON 3. THIS DETAIL IS NOT TO BE 'MSTA36' STRAP �I 2x6 MIN CNT OPTIONAL USED AT SHEAR WALLS EXISTING DBL STL PLATE �,0 PLANK EA SID CONST J❑INT DOUBLE STUDS WITHOUT THE PRIOR NEW DBL TOP PLATE BUTT WELD BEADS TO BE AT LEAST FLUSH A 1/16' @ #5 & SMALLER LOW HYDROGEN WELDING RODS LAP WELD MAX NOTCH TO BE 1/6 DEPTH OF JOIST (MAX) APPROVAL OF THE TOP PLATE 1 STRUCTURAL ENGINEER LJ 60% MAX STUD WIDTH BORE WIDTH OF STUD MAX /17 - 2' DIA MAX AT 2x4 STUDS, TYP ALL STUDS - - ° --------- 3 1/4' DIA MAX AT 2x6 STUDS I II 1 II 5/8' MIN EDGE DISTANCE 40% MAX NOTCH 1 3/8' MAX I II TYP ALL STUDS AT 2x4 STUDS 2 1/8' MAX j II AT 2x6 STUDS II NON -BEARING STUDS I 11 " a WIDTH OF STUD MAX I I I 2 40% MAX STUD WIDTH BORE I II ,W, + 2' rW, 1 3/8' DIA MAX AT 2x4 STUDS, TYP ALL STUDS a a 2 1/8' DIA MAX AT 2x6 STUDS UNFORMED F�12MED EXISTING 2x 1. FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INT❑ NEAT 5/8' MINEDGE DISTANCE 25% MAX NOTCH 7/8' MAX STUDS @ 16' OC EXCAVATIONS, PROVIDED THE FOUNDATION TRENCH WALLS ARE STABLE TYP ALL STUDS AT 2x4 STUDS 1 3/8' MAX AS DETERMINED BY THE STRUCTURAL ENGINEER & APPROVED BY ❑,S,A, AT 2x6 STUDS NEW 2x STUDS @ 16' ❑C W/ 2, FORMWORK NOT PERMITTED BELOW GRADE UNLESS FO❑TING AND WALL 3/8' CDX PLYWOOD - SEE ARE FULLY FORMED, EXTERIOR AND BEARING STUDS PLAN & SHEAR WALL SCHEDULE 3, STAKES NOT PERMITTED WITHIN F❑❑TING STUD NOTCHING SLUff GENERAL DETAIL��l7 GENERAL DETAIL 8 GENERAL DETAIL S-1.1 1.1 S 1.1 TO SUPPORT MAX o / ._ DEPTH OF J❑IST MAX CP ,I I 16GA STRAP W/ DRILL STARTER HOLES SAME (2)-8d EA END TYP DIAMETER AS NOTCH DEPTH NOTE: 1, NO OTHER NOTCHES IN J❑IST ARE ALLOWED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. J❑IST NOTCH CELEVATI❑N> "W, DRILL HOLE AT CENTERLINE MAX.12' MIN 3 �1/8' THK x 3'x 4 TIMES 'W' NOTE: WITH (4)-16d EA END 1, NO HOLES OR NOTCHES IN PLATES LARGER THAN 1/2 'W' OR JOISTS IN THE MIDDLE 1/3 OF SPAN ALLOWED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL/CIVIL ENGINEER OF RECORD, 2, THIS DETAIL IS NOT TO BE USED AT SHEAR WALLS WITH❑UT THE PRIOR APPROVAL OF THE STRUCTURAL/CIVIL ENGINEER OF RECORD. PLATE NOTCH (PLAN VIEW) 21 GENERAL DETAIL S-1.1 TYPICAL @ INTERIOR N❑N-BEARING FULL HEIGHT STL STUDS (11'-0" MAX HEIGHT) NEW 550S162-43 (50 KSI) STL STUD @ 16' ❑C W/ #10 SELF -TAPPING TEKS SCREWS @ EA SIDE OF EA STL STUD T&B - ICC ESR 1166P NEW 550T162-43 (50 KSI) TRACK W/ .145 DIA 48"PO❑N-SHOT ICC-ESNESR-2138 ---------------- ---------- a ° a - - - - - - - - - - - - - - c -a a ----a a---° - �- EXISTING CONIC SLAB GENERAL DETAIL ELECTRICAL METALLIC TUBING (EMT) ONLY SIZE (DIAMETER) L (MAX HEIGHT) 1/2' 4'-0' 3/4' 5'-2" 1' 6'-6' 1 1/4' 8'-6' 1 112' 9'-10, 2' 12'-0" I 12'-0' ❑C TYP TYPICAL COMPRESSION STRUT LAYOUT UNDERSIDE OF FLOOR OR ROOF STRUCTURE ABOVE No. 12 GA, VERTICAL WIRE HANGER AT 4'-0' ❑C TRUE CEILING GRID LEVEL -� PRIOR TO SETTING TUBE LATERAL FORCE BRACING EMT SLEEVE AT 12'-0' ❑C SEE SCHEDULE FOR MAX HEIGHT INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER. TUBES SHALL LAP ONE ANOTHER AT LEAST 4" IN FULLY EXTENDED POSITION, DRILL 5/32' DIA HOLE AND INSTALL 1/8' BOLT AND LOCKING NUT ZP Rh�P'�i4 MAIN RUNNER CROSS RUNNER LATERAL BRACING - (4)-12 GA, WIRES SECURED TO MAIN RUNNER WITH IN 2' OF CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING TYP AT 12'-0' ❑C EA WAY BEGINNING 4'-0' MAX FROM WALL PROVIDE COMPRESSION STRUT AT EACH GROUP OF DIAGONAL WIRES TO STRUCTURE ABOVE 28 GENERAL DETAIL S-1.1 �S• r-- RAFTFRS/TRUSSES 2x4 @ 4'-0' ❑C (MAX SPACING) W/ (3)-16d @ EA END INT 1x6 @ -0' ❑C W/ )-8d @ EA ( CEILING IIST SUPPORT :EILING JOISTS - SEE PLAN & ARCH IIRECTI❑N/LAY❑UT BD @ 24' ❑C J❑IST SPACING (1/2' GYPBD @ 16' ❑C J❑IST SPACING) SUSPENDED CEILING JOISTS PARALLEL TO RAFTERS (PREFERRED DETAIL) N❑TEi THESE DETAILS SHALL BE USED AT ALL DRYWALL CEILINGS WHERE WALL TO WALL SPAN DIMENSION EXCEEDS CODE ALLOWED SPAN FOR 2x4 CEILING JOISTS. REFER TO 2016 CDC TABLE No, 2308,7.E SEE ALSO DTL 24/S-1,1 FOR MAXIMUM SPAN OF TYPICAL 2x CEILING J❑ISTS @ 16' ❑C RAFTERS/TRUSSES 2x4 @ 4'-0' ❑C r 7 r (MAX SPACING) W/ I I 1 I4 0 (3)-16d @ EA END CONT lx6 @ 4'-0' ❑C W/ (2)-801 @ EA 2x CEILING JOIST SUPPORT WW 16' OC OR 24' OC (TYP) 2x6 CEILING J❑ISTS CU,N,O.) -SEE PLAN & ARCH (UNLESS NOTED OTHERWISE) FOR DIRECTION/LAYOUT 5/8' GYPBD @ 24' ❑C J❑IST SPACING (1/2' GYPBD SUSPENDED CEILING JOISTS @ 16' ❑c JOIST SPACING) PERPENDICULAR TO RAFTERS OPTIONAL DETAIL) 29 GENERAL DETAIL S-1.1 TYPICAL CEILING JOIST SCHEDULE CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITHOUT STORAGE, LIVE LOAD=10 POUNDS PSF, L/0=240) CEILING JOIST SPACING (INCHES) SPECIES AND GRADE DEAD LOAD=5 POUNDS PER SQUARE FOOT 2x4 2x6 2x8 2xl0 MAXIMUM CEILING JOIST SPANS (FT. -IN.) (FT. -IN.) (FT. -IN.) (FT. -IN.) 16 DOUGLAS FIR -LARCH SS 11-11 18-9 24-8 26-0 DOUGLAS FIR -LARCH #1 11-6 18-1 23-10 26-0 DOUGLAS FIR -LARCH #2 11-3 17-8 23-0 26-0 DOUGLAS FIR-O'RCH _U-) ,�#3 ,��:9 `5 w1, 13-9 � 5 21-3 ��pp a y�"v� gam, _ 1 a .; �.,Z,{'w9,>s..� 'od for Co av CC,-nYp,lianc€e -_I Date: ci s, These plant v re reviewed fie, code compliance on beha'f of Ej the AH �kppioval cF these plans shall not be construed to be a r,-ermrtl for or all of any violations of any City County, Stage or Federal laws. 24 GENERAL DETAIL S-1.1 NOTE! ANY USE OR REUSE OFF ORIGINAL OR ALTERED STRUCTURAL DRAWINGS BY OWNER, AGENTS OF OWNER, OR OTHER PARTIES WITH❑UT THE REVIEW AND WRITTEN APPROVAL OF B.G. STRUCTURAL ENGINEERING, INC. SHALL BE AT THE SOLE RISK OF THE OWNER, FURTHERMORE, THE OWNER AGREES TO DEFEND, INDEMNIFY AND HOLD B.G. STRUCTURAL ENGINEERING, INC. HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES, AND ATTORNEYS FEES ARISING OUT OF THE MODIFICATION OR REUSE OF THESE DRAWINGS, NOTE! THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, MATERIALS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS & PROGRAMS IN CONNECTION WITH THE WORK. THE ENGINEER DOES NOT GUARANTEE THE CONTRACT DOCUMENTS SHALL RELIEVE THE CONTRACTOR FROM ANY LIABILITY DUE TO NEGLIGENCE, INCOMPETENCE, OR ERRORS OF ❑MISSION OR COMMISSION OF THE CONTRACTOR. COPYRIGHT 2018 B.G. STRUCTURAL ENGINEERING, INC. © UNAUTHORIZED CHANGES & USES CAUTIONS THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS, INSTRUMENTS OF SERVICE THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND REMAIN THE PROPERTY OF B,G, STRUCTURAL, THEY ARE NOT TO BE REPRODUCED OR ALTERED IN ANY WAY, NOR DISCLOSED OR ASSIGNED TO ANY THIRD PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.G, STRUCTURAL, 30 BG DISCLAIMER S-1.1 0 m Q %�Sr�3a 4L . b z 0 z Lu W rn � C/ / W Z VAC) m E U- UJ uj 0 Lo�vZ) Qzoor�U � 1 W JaMco cL o CO N W H cn�ooU� U U) o C0 CO O (Y LO W OJ z s Q ~ �W � W z 06 W L_ W O C O 4-1 E _ O � c L_ U �o � � 0 t 1� Q) U V � 4-ao 0 • � �/� O CY VJ o Z _j 0 0 3 Date: 11 /12/2018 Scale: N.T.S. Drawn: S.C. Job: 908.26 Sheet e o