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Home My WebLink About10140528.pdfGENERAL 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE COMMENCING ANY PORTION OF THE WORK, AND SHALL NOTIFY THE ENGINEER AND OWNER IN WRITING IMMEDIATELY IF THERE ARE ANY DISCREPANCIES AND/OR SPECIFICATIONS WHICH IN FACT EXIST OR WHICH MAY BE REQUIRED IN ORDER TO ACCOM- MODATE EXISTING CONDITIONS; COMMENCEMENT OF WORK SHALL CONSTITUTE FULL ACCEPTANCE OF SITE CONDITIONS. 2. ALL OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF WORKING DRAWINGS AND/OR SPECIFICATIONS WHICH MAY REQUIRE CLARIFICATION OR ADDITIONAL DETAILS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. IF THE CONTRACTOR PROCEEDS TO COMPLETE THE WORK ON HIS OWN, HE SHALL ASSUME FULL RESPONSIBILITY FOR SUCH WORK. 3. DO NOT SCALE DRAWINGS. 4. THESE PLANS HAVE BEEN PREPARED SPECIFICALLY FOR THE WORK SHOWN ON THEM. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING SYSTEMS REQUIRED TO PERFORM THE WORK ON THESE PLANS AND OBTAIN STRUCTURAL CALCULATIONS FOR THESE BRACING OR SHORING SYSTEMS BY A LICENSED ENGINEER. 5. ALL NEW WORK FOR THIS BUILDING SHALL COMPLY WITH THE 2001 C.B.C. FIRE DAMAGE REPAIR: 1. CHARRED LUMBER SHALL BE REMOVED AND REPLACED EXCEPT WHERE SPECIFIED TO REMAIN IN PLACE. IF SPECIFIED TO REMAIN IN PLACE IT SHALL BE SCRAPED OR LIGHTLY SAND BLASTED TO CLEAN FREE OF CHAR AND DEODORIZED. Z AFTER THE CHARRED AREA IS CLEANED AND MEMBERS EXPOSED. IF ANY DAMAGE NOT NOTED ON THESE PLANS IS FOUND, IT SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. 3. HORIZONTAL JOISTS WHERE CHAR EXISTS MUST BE PROPERLY REPLACED (OR STRENGTHENED BY ADDING SISTER MEMBERS NEXT TO THE EXISTING JOIST ONLY IF STATED ON PLANS.) 4. ALL FIXTURES AND FINISHES MUST BE PROPERLY RESTORED TO PRE -FIRE CONDITION. DEODORIZATION OF ALL REMAINING MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. DEODORIZATION SHALL INCORPORATE ALL PROPRIETARY AND STANDARD METHODS REQUIRED TO COMPLETELY REMOVE ALL ODORS LEFT BY FIRE. DRYWALL 1. %" INCH THICK, TYPE "X" "SHEETROCK" OR EQUAL GYPSUM. 2. INSTALLATION SHALL BE IN ACCORDANCE WITH CHAPTER NO. 25 0 OF THE 2001 C.B.C. AND THE MANUFACTURES SPECIFICATIONS. 3. TAPE ALL JOINTS AND EDGES WITH FRACTURE PROOF TAPE OF SAME MANUFACTURER AS BOARD. 4. METAL TRIM WHERE BOARD BUTTS MASONRY SHALL BE FINISHED READY FOR PAINTING. PAINTING 1. MATERIALS: OF STANDARD MANUFACTURE, DELIVERED TO THE JOB SITE IN UNOPENED CONTAINERS. 2. COLORS TO BE SELECTED BY THE OWNER. 3. AFTER COMPLETION, REMOVE PAINT SPOTS FROM FLOORS; REMOVE PAINT CANS, CONTAINERS AND ALL RUBBISH FROM THE SITE. EXTERIOR PLASTER: 1. EXTERIOR PLASTER SHALL CONFORM TO CHAPTER 2592001 C.B.C.. 2. PLASTERING WITH CEMENT PLASTER SHALL NOT BE LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE FABRIC LATH AND SHALL NOT BE LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE OR GYPSUM BACKING AS SPECIFIED IN SECTION 2506.3. 3. IF PLASTER SURFACE IS COMPLETELY CONCEALED BY ANOTHER WALL, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS 1S AS SET FORTH IN TABLE 25-F. ON WOOD -FRAME OR METAL STUD CONSTRUCTION WITH AN ON -GRADE CONCRETE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED IN SUCH A MANNER AS TO COVER, BUT NOT EXTEND BELOW, LATH AND PAPER. SEE SECTION 2506.5 FOR THE APPLICATION OF PAPER AND LATH, AND FLASHING OR WEEP SCREEDS. 4. ONLY APPROVED PLASTICITY AGENTS AND APPROVED AMOUNTS THEREOF MAY BE ADDED TO PORTLAND CEMENT. WHEN PLASTIC CEMENT IS USED, NO ADDITIONAL LIME OR PLASTICIZERS SHALL BE ADDED. HYDRATED LIME OR THE EQUIVALENT AMOUNT OF LIME PUTTY USED AS A PLASTICIZER MAY BE ADDED TO CEMENT PLASTER OR CEMENT AND LIME PLASTER IN AN AMOUNT NOT TO EXCEED THAT SET FORTH IN TABLE 25-F. 5. GYPSUM PLASTER SHALL NOT BE USED ON EXTERIOR SURFACES. SEE SECTION 224. THE APPLICATION OF THE 3 COATS SHALL BE IN CONFORMANCE WITH 2O01 C.B.C. SECTION 2508. 6. MASONRY AND CONCRETE SURFACES SHALL BE CLEAN, FREE FROM EFFLORESCENCE, SUFFICIENTLY DAMP AND ROUGH TO ENSURE PROPER BOND. 7. IF SURFACE IS INSUFFICIENTLY ROUGH, APPROVED BONDING AGENTS OR A PORTLAND CEMENT DASH BOND COAT MIXED IN PROPORTIONS OF ONE AND ONE HALF PARTS VOLUME OF SAND TO ONE PART VOLUME OF PORTLAND CEMENT OR PLASTIC CEMENT SHALL BE APPLIED. THE DASH BOND COAT SHALL BE LEFT UNDISTURBED AND SHALL BE MOIST CURED NOT LESS THAN 24 HOURS. WHEN DASH BOND IS APPLIED, FIRST COAT OF BASE COAT PLASTER MAY BE OMITTED. SEE TABLE_ 25-D FOR THICKNESS. WHEN REQUIRED AIR CONDITIONINGIHEATING - SEPARATE PERMIT AUTOMATIC FIRE SPRINKLERS -SEPARATE PERMIT ELECTRICAL & PLUMBING - SEPARATE PERMIT G LIGHT AND VENTILATION SHALL BE PROVIDED PER CBC SECTION 1202. MINIMUM OF 15 CFM OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTILATION. SHEET INDEX SCHEDULE NO. CONTENT OF SHEET 1 GENERAL SPECIFICATIONS, PLOT PLAN & BLDG. SECTION 2 FLOOR & ROOF FRAMING PLANS & SCHEDULES 3 BUILDING SECTIONS & DETAILS 4 ADA NOTES & DETAILS WOOD 1. LUMBER SHALL BE GRADED AND DRESSED IN ACCORDANCE WITH WEST COAST LUMBER GRADING RULES. 2. ALL BEAMS, JOISTS, RAFTERS, AND POSTS SHALL BE NO. 1 DOUGLAS FIR -LARCH, BEST OF GRADE. 3. ALL STUDS, PLATES, AND MISCELLANEOUS FRAMING SHALL BE NO. 2 DOUGLAS FIR -LARCH, BEST OF GRADE. (BEARING WALLS WITH STUDS 9'-0" AND TALLER SHALL BE NO. 1 DOUGLAS FIR -LARCH, BEST OF GRADE.) 4. ALL PLYWOOD SHALL BE DOUGLAS FIR STRUCTURAL I, CONFORMING TO PS 1-95. PLYWOOD SHALL BE STAMPED WITH IDENTIFICATION INDEX AND SHALL BE NAILED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS EXCEPT WHERE NOTED OTHERWISE ON DRAWINGS. 5. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL BE APPROVED BY THE INSPECTOR PRIOR TO COVERING WITH ROOF, FLOOR OR WALL COVERING. 6. SOLID BLOCKING OR BRIDGING SHALL BE PROVIDED AT 8'-0" ON CENTER MAXIMUM FOR FLOOR AND ROOF FRAMING. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. 7. STANDARD CUT WASHERS SHALL BE USED FOR ALL BOLTS IN TIMBER. BOLT HOLES IN WOOD SHALL BE 1I16 INCH OVERSIZE. 8. IN STUD WALLS, 21NCH THICK FIRE -BLOCKING SHALL BE PROVIDED AT 10 FEET ON CENTER BOTH VERTICALLY AND HORIZONTALLY AND AT OTHER CONCEALED SPACES AND INTERSECTIONS IN ACCORDANCE WITH THE 2001 C.B.C., SECTION 708. WHERE STUD WALLS OR CEILINGS HAVE A MINIMUM SPECIFIED SOUND RATING ALL FIRE -BLOCKING OR DRAFT STOPS WITHIN THEM OR AT THEIR INTERSECTIONS SHALL BE MADE USING ONE OF THE OTHER APPROVED FIRE -BLOCKING MATERIALS SPECIFIED IN SECTION 708 OF THE 2001 C.B.C. THAT DO NOT TRANSMIT SOUND. SEE THE ARCHITECTURAL PLANS WHEREVER SOUND WALL CONSTRUCTION IS SPECIFIED. 9. SILL PLATES RESTING ON CONCRETE OR MASONRY WHICH ARE WITHIN 48 INCHES OF GRADE SHALL BE PRESSURE TREATED. SILL WIDTH SHALL BE NO LESS THAN THE WIDTH OF THE STUDS AND SHALL BE FASTENED TO THE FOUNDATION WITH 1I2 INCH DIAMETER ANCHOR BOLTS AT 48 INCHES ON CENTER EXCEPT WHERE NOTED OTHERWISE ON THE STRUCTURAL PLANS AND WITHIN 12" OF ENDS. 10. ALL BOLTS SHALL BE TIGHTENED PRIOR TO NAILING OF WALL SHEATHING, STEEL SHIM PLATES SHALL BE ADDED BENEATH BEAMS AND HEADERS AT SUPPORTS WHERE SHRINKAGE HAS OCCURRED. 11. ALL NAILS SHALL BE COMMON WIRE UNLESS NOTED OTHERWISE. 12. ALL NAILED FASTENINGS SHALL BE IN ACCORDANCE WITH THE STANDARD NAILING SCHEDULE TABLE NUMBER 23-11-B-1 PER THE 2001 C.B.C. UNLESS NOTED OTHERWISE ON THE PLANS. 13. PRE -FABRICATED LIGHT GAUGE STEEL WOOD CONNECTORS SHALL BE "SIMPSON" STRONG -TIE CONNECTORS OF THE TYPE SPECIFIED IN THESE PLANS AND DETAILS. NO OTHER WOOD CONNECTORS SHALL BE USED UNLESS APPROVED BY THE ENGINEER OF RECORD. ALL CONNECTORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THESE PLANS AND "SIMPSON" SPECIFICATIONS AND ALL APPLICABLE I.C.B.O. REPORTS. WHEREVER A SPECIFIC SIZE N L AND NUMBER OF FASTENERS HAVE BEEN INDICATED IN THESE PLANS THE CONTRACTOR SHALL STRICTLY FOLLOW THE PLANS OVER THE SPECIFICATIONS LISTED IN THE "SIMPSON" STRONG -TIE CATALOG. WHEREVER A SPECIFIC SIZE AND NUMBER OF FASTENERS HAVE NOT BEEN INDICATED IN THESE PLANS THE MAXIMUM NUMBER AND SIZE OF FASTENER SPECIFIED IN THE "SIMPSON" STRONG -TIE CATALOG SHALL BE USED. IF THE CONTRACTOR DOES NOT HAVE CURRENT "SIMPSON" CATALOGS, ICBO APPROVALS, OR INSTALLATION INSTRUCTIONS, THEY MAY CALL OSIMPSON. STRONG -TIE DIRECT AT 1-800-999-5099 TO OBTAIN ANY TECHNICAL SUPPORT REQUIRED. 14. UNDER -FLOOR VENTILATION SHALL BE PROVIDED IN ALL CONCEALED FOUNDATION SPACES PER 2001 C.B.C. SECTION 2317.7. 15. LAG BOLTS OR WOOD SCREWS SPECIFIED FOR USE ON THIS PROJECT SHALL BE INSTALLED IN PRE -BORED HOLES IN ACCORDANCE WITH THE 1997 NDS FOR WOOD CONSTRUCTION. 16. ALL NEW ENGINEERED LUMBER SHALL BE "MICROLLAM LVL" OR PARALLAM PSL" BY "TRUSS JOIST" AND SHALL BE OF THE SIZE AND LENGTH INDICATED IN THE PLANS AND DETAILS (ICBO NER #292, LARR#24878) TABLE 23-I1-B-1 1997 UNIFORM BUILDING CODE NAILING SCHEDULE CONNECTION NAILING 1. JOIST TO SILL OR GIRDER, TOENAIL 3-8d 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d 3. 1"x6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d 4. WIDER THAN 1 "x6" SUBFLOOR TO EACH JOIST, FACE NAM 3-8d 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND .AND FACE NAIL 2 - 16d 6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16d AT 16"O.C. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 3 - 16d PER 16" T. TOP PLATE TO STUD, END NAIL 2 - 16d 8. STUD TO SOLE PLATE 4 - 8d, TOENAIL OR 2 - 16d. END NAIL 9. DOUBLE STUDS, FACE NAIL 16d AT 24"O.C, 10. DOUBLED TOP PLATES, TYPICAL FACE NAIL 16d AT 16"O.C. DOUBLED TOP PLATES, LAP SPLICE 8 - 16d 11. BLOCKING BETWEEN JOISTS OR RATTERS TO TOP PLATE, TOENAIL 3-8d 12. RIM JOIST TO TOP PLATE, TOENAIL 8d AT 6"O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d 14. CONTINUOUS HEADER, TWO PIECES 16d AT 16"O.C. ALONG EACH EDGE 15. CEILING JOISTS TO PLATE, TOENAIL 3-8d 16. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3 - 16d 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 - 16d 19. RAFTER TO PLATE, TOENAIL 3-8d 20. i" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 21. 1 "x8" SHEATHING OR LESS TO EACH 2-8d BEARING, FACE NAIL 22. WIDER THAN 1 "x8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d 23. BUILT-UP CORNER STUDS 16d AT 24"O.C. 24. BUILT-UP GIRDER AND BEAMS 20d AT 32"O.C. AT TOP AND BOTTOM AND STAGGERED 2-20d AT ENDS AT EACH SPLICE 25. 2" FLANKS 2 - 16d AT EACH BEARING STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL_ FOR STEEL CONSTRUCTION AND THE CODE OF STANDARD PRACTICE. ALL STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM A36 SPECIFICATIONS U.N.O.. 2. BOLTS FOR STRUCTURAL STEEL CONNECTIONS SHALL BE FABRICATED FROM ASTM A307 STEEL AND COME COMPLETE WITH HEAVY HEX HEAD, HEAVY HEX NUT AND STANDARD WASHERS. NO THREAD BEARING ALLOWED EXCEPT WHERE SPECIFIED ON THE PLANS. 3. ALL PIPE SHALL CONFORM TO ASTM A53 GRADE B SPECIFICATION 4. ALL STRUCTURAL TUBE SHALL CONFORM TO ASTM A500 GRADE B SPECIFICATION (FY = 46,000 PSI). 5. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS IN AN APPROVED FABRICATION SHOP. ALL FIELD WELDING REQUIRES CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR. 6. WELDING SHALL BE DONE WITH THE SHIELDED METAL ARC WELDING PROCESS USING E-70XX ELECTRODES, LOW HYDROGEN ELECTRODES. ELECTRODES SHALL POSSESS A MINIMUM CHARPY V-NOTCH TOUGHNESS OF (20 FT-LBS AT ZERO DEGREES (0 °)F) FAHRENHEIT). THE MAXIMUM ELECTRODE DIAMETER SHALL. BE 0.120". THE PRE -HEAT AND INTERPASS PROCEDURES SPECIFIED IN THE ALSC MANUAL 9th EDITION AND THOSE SPECIFIED IN AWS D1.1 SHALL BE STRICTLY FOLLOWED. THE HIGHER PRE -HEAT AND INTERPASS TEMPERATURES OF THE TWO SHOULD BE USED. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL.. BE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURNING OF STEEL WILL BE PERMITTED. 7. ALL STRUCTURAL STEEL SHALL BE SHOP PAINTED WITH A RUST INHIBITIVE PAINT. FIELD TOUCH UP ALL BLEMISHES. ABBREVIATION LEGEND A.B. = ANCHOR BOLT MB. = MACHINE BOLTS ASV. = ABOVE MFR. = MANUFACTURER ADDL. = ADDITIONAL MK. = MARK ADJ. = ADJACENT ML. = MICROLAM ALLOW. = ALLOWABLE MAX. = MAXIMUM ALT. = ALTERNATE MECH. = MECHANICAL APPROX. APPROXIMATE MEMB. = MEMBRANE ARCH. = ARCHITECTURAL MEZZ. = MEZZANINE ASSY. = ASSEMBLY MIN. = MINIMUM @ = AT (N) NEW BDRY. = BOUNDARY - N. _ NORTH BL = BOTTOM LAYER N.I.C. = NOT IN CONTRACT BLDG. = BUILDING NO. = NUMBER BLK = BLOCK N.S. NEARSIDE BLKG. = BLOCKING N.-S. NORTH -SOUTH BLW = BELOW N. ST. = NELSON STUDS SM. = BEAM N.T.S. = NOT TO SCALE B.N. = BOUNDARY NAIL O.C. = ON CENTER SOT. =BOTTOM O.D. = OUTSIDE DIAMETER B.S. = BOTH SIDES O.F. = OUTSIDE FACE ST = BENT OH = OPPOSITE HAND BTWN. = BETWEEN OPNG. = OPENING C� = CENTERLINE OPP. = OPPOSITE CJ = CEILING JOIST O.R.. = OUT RIGGER CLR. = CLEAR FL = PLATE CP = COMPLETE PENETRATION PAR. = PARALLAM COL. = COLUMN PSL = PARALLEL STRAND LUMBER CONC. = CONCRETE P.H. = PARAPET HEIGHT CONN. = CONNECTION P.F. = PLYWD. FACE CONT. = CONTINUOUS PLN. = PLAN CSK. = COUNTERSINK PLYWD. = PLYWOOD CTRS. = CENTERS P.L. = PROPERTY LINE DBL. = DOUBLE P.T. = PRESSURE TREATED DEPR. = DEPRESSION R = RADIUS DSTR. = DRAG STRUT REG. = REGULAR D.F.S.S. = DOUG FIR. SEL STRUCT. REINF. = REINFORCEMENT DIA. = DIAMETER REOD. = REQUIRED DN. = DOWN RJ = ROOF JOIST DO. = DITTO RR = ROOF RAFTERS DWG. = DRAWING SCHED. = SCHEDULE D.S. = DOWNSPOUT SECT =SECTION DWLS. = DOWELS SHTG. = SHEATHING E. = EAST SIM. = SIMILAR EA. = EACH SLO = SHORT LEG OUTSTANDING E.F. = EACH FACE S. = SOUTH EMBMT. = EMBEDMENT S.F. = FACE OF STUD E.N. = EDGE NAIL SPCG. = SPACING EQ. = EQUAL OR EQUIVALENT S.L. = SKYLIGHT EQUIP. = EQUIPMENT SQ. = SQUARE EA. W EACH WAY S.T. = SOLAR/ SUN TUBE E.-W. = EAST -WEST SO. FT. = SQUARE FEET (E) = EXISTING STAG. = STAGGERED EXT. = EXTERIOR STD. = STANDARD FD = FLOOR DRAIN STIRR. = STIRRUPS FDN. = FOUNDATION STL. = STEEL F.F. = FINISH FLOOR STIR. = STRAIGHT FJ. =FLOOR JOIST STRUCT. = STRUCTURAL FLG. = FLANGE SUPPT. = SUPPORT FLR. = FLOOR SYM. = SYMMETRICAL F.N. = FIELD NAIL T & B = TOP AND BOTTOM F.P. = FULL PENETRATION T & G = TONGUE AND GROOVE F.S. = FAR SIDE T.C. = TOP OF CURB FTG. = FOOTING T.Q. = TOP OF STEEL DECK F.W. = FACE OF WALL TEMP. = TEMPERATURE GA. = GAUGE TSG = TAPERED STEEL GIRDER GALV. = GALVANIZED TH = THICK GLB = GLUED LAMINATED BEAM THRD.= THREADED GRD. = GRADE TL = TOP LAYER HD = HOLD DOWN T.O.S. = TOP OF SHEATHING HDR. = HEADER T.S. = TOP OF SHEATHING HGR. = HANGER T.W. = TOP OF WALL HK. = HOOK TYP. = TYPICAL HORIZ. = HORIZONTAL U.N.O. = UNLESS NOTED OTHERWISE H.S. = HIGH STRENGTH VERT. = VERTICAL I.D. = INSIDE DIAMETER W. = WEST I.F. = INSIDE FACE WD. = WOOD INT. = INTERIOR Wt = WITH JST. = JOIST W/O = WITHOUT T. = JOINT W.P. = WORKING POINT LG. = LONG WWF = WELDED WIRE FABRIC LGTH. = LENGTH (X) = EXISTING LLH. = LONG LEG HORIZONTAL 0 = DIAMETER LLO = LONG LEG OUTSTANDING 0= SQUARE LLV = LONG LEG VERTICAL LTWT. = LIGHT WEIGHT ?TNISh r e x ANY'S ..; v. b ' 9' FIRE BLOCKS AND DRAFT STOPS: FIRE BLOCKS WILL BE INSTALLED: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES, AT THE CEILING & FLOOR LEVELS AND AT EVERY 10'-0", HORIZONTAL & VERTICAL. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL & HORIZONTAL SPACES SUCH AS SOFFITS, DROP CEILINGS & CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS, AT THE TOP & BOTTOM OF THE RUN & BETWEEN STUDS ALONG AND IN LINE WITH THE STAIR RUN WHEN THE WALLS UNDER THE STAIRS ARE FINISHED. 4. AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY -BUILT CHIMNEYS. 5. NONCOMBUSTIBLE FIRE BLOCKING WILL BE PROVIDED AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHERE PASSAGE OF FIRE AT CEILINGS AND FLOOR LEVELS CAN OCCUR. 6, WHERE WOOD SLEEPERS ARE USED FOR LAYING WOOD FLOORING ON MASONRY OR CONCRETE FIRE -RESISTIVE FLOORS, THE SPACES BETWEEN THE FLOOR SLAB AND THE UNDERSIDE OF WOOD FLOORING SHALL BE FILLED WITH NONCOMBUSTIBLE MATERIAL OR FIRE BLOCKED IN SUCH A MANNER THAT THERE WILL BE NO OPEN SPACES UNDER THE FLOORING THAT WILL EXCEED 100 sq.ft. IN AREA AND SUCH SPACE SHALL BE FILLED SOLIDLY UNDER ALL PERMANENT PARTITIONS SO THAT THERE IS NO COMMUNICATION UNDER THE FLOORING BETWEEN ADJOINING ROOMS. FIRE BLOCKING MATERIAL WILL BE: 1. FIRE BLOCKING WILL BE 2" NOMINAL THICK LUMBER OR TWO THICKNESSES OF 1" NOMINAL LUMBER WITH BROKEN LAP JOINTS, OR 9/2" WOOD STRUCTURAL PANEL WITH JOINTS BACKED BY 2%2" WOOD STRUCTURAL PANEL OR ONE THICKNESS OF Y4" PARTICLE BOARD WITH JOINTS BACKED BY Y4" OF SAME. 2. NONCOMBUSTIBLE BLOCKING WILL BE ICBO APPROVED, SUCH AS HILTI FIRESTOP SYSTEMS ER-5071. DRAFT STOPS REQUIRED AT FLOOR -CEILING ASSEMBLIES: 1. IN A SINGLE-FAMILY DWELLING AT FLOOR CEILING ASSEMBLIES WHERE THERE IS USABLE SPACE ABOVE & BELOW THE ASSEMBLY, 2. DRAFT STOPS WILL BE INSTALLED SO THAT THE CONCEALED SPACE IN FLOOR -CEILING ASSEMBLIES DOES NOT EXCEED 1,000 sq.ft. AND SPACES ARE EQUALLY DIVIDED, IN ALL OTHER OCCUPANCIES THE HORIZONTAL DIMENSIONS WILL NOT EXCEED 60`-0" BETWEEN DRAFT STOPS. 3. IN MULTIPLE DWELLING UNITS IN THE SAME BUILDING DRAFT STOPS WILL BE INSTALLED AT FLOOR CEILING ASSEMBLIES AS STATED ABOVE AND WILL LINE UP WITH THE WALLSEPARATING DWELLING UNITS. 10 DRAFT STOPS REQUIRED IN ATTIC SPACES: 1. TWO OR MORE DWELLING UNITS AND HOTELS . DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FA FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES OF BUILDINGS CONTAINING MORE THAN ONE DWELLING UNIT AND HOTELS. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS AND GUEST ROOMS FROM EACH OTHER AND FROM OTHER USES. 2. OTHER USES. DRAFT STOPS SHALL BE INSTALLED ATTICS IN MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AN SIMILAR CONCEALED SPACES OF BUILDINGS HAVING USES OTHER THAN DWELLINGS OR HOTELS SO THAT THE AREA BETWEEN DRAFT STOPS DOES NOT EXCEED 3,000 sq. ft. AND THE GREATEST HORIZONTAL DIMENSION DOES NOT EXCEED 60 FEET. DRAFT STOPPING MATERIAL WILL BE: 1. %" OR GREATER THICKNESS GYPSUM WALLBOARD OR l" OR GREATER STRUCTURAL PANEL. 2. OPENINGS IN DRAFT STOP PARTITIONS WILL BE PROTECTED BY SELF -CLOSING AUTOMATIC LATCHING DOORS. 00 (N) SUSPENDED T-BAR in �- CEILING PER 2 MATCH (E) LIGHTING. (0 o as 0 1. STEEL DECKING SHALL BE "NCI-SUPERLOCK PANEL" 22 GAUGE DECKING ICBO #ER-5409P. INSTALL DECKING AND ACCESSORIES IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, PLANNING DIVISION STRUCTURAL PLANS AND SHOP DRAWINGS (IF APPLICABLE). MASTER . ,,$. 2. POSITION DECKING ON SUPPORTING STEEL FRAMEWORK AS INDICATED ON THE STRUCTURAL PLANS AND WITH A MINIMUM 2" BEARING ON SUPPORTING MEMBERS. G..; 11C: • ! 1 � � • i l • . m 'r i 3 1 11 t - i! SC ALE: 1 0 4 - - - - PLANTER - - 1'-0"± , 3'-1 cr 25'-0"± 12'-2"+ 3. PLACE DECKING PANELS END TO END AND VERIFY ALIGNMENT DISC . A; : PRIOR TO FASTENING. ALIGN RIBS OVER ENTIRE LENGTH OF RUN. 4. SECURE DECKING TO SUPPORTING MEMBERS. FASTEN DECKINGUndScape - (E) ADA PARKING STALL Puns R - d AS INDICATED IN MNFR`s SPECIFICATIONS. ¢` 5. ROOF SHALL BE INSTALLED BY LICENSED CONTRACTOR WITHPLANNER: QUALIFYING EXPERIENCE TO MEET MANUFACTURES REQUIREMENTS. .E: . H -• FIRE DEPARTMENT NOTES: 1. EXITS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE TRANSFERRED B � OF A KEY OR SPECIAL KNOWLEDGE. 2. EXIT DOORS SHALL OPEN IN THE DIRECTION OF EGRESS FROM A: - ROOMS FOR OVER 50 OCCUPANTS. ONE-HALF INCH ( �") MAXIMUM BETWEEN LANDING AND THRESHOLD. MINIMUM EXIT OPENING 3'-0" x *ILANTNINC FINAL 1 : --, � S., _- QN_ 3. FORTY-FOUR INCH (44") MINIMUM AISLE WIDTH TO BE MAINTAINED TO REQUIRED EXITS.CONTACT J MHO 1 4. EXIT SIGNS WITH SIX INCH (6") HIGH LETTERS WITH CONTRASTING ( ) 5 `�` d- COLORS OVER EXIT DOORS. °� I'IO P : 5. CONTRACTOR TO PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT. 0 A 6. TENANT TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A 1 RATING OF NOT LESS THAN 2A WITHIN SEVENTY-FIVE (75') OF TRAVEL DISTANCE TO FIRE DEPARTMENT. 7. LOCATION OF THE FIRE EXTINGUISHERS TO BE APPROVED BY THE FIRE DEPARTMENT. 8. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME -PROOFED IN AN APPROVED MANNER. 9. GAS SHUT-OFF SHALL BE CONSPICUOUSLY MARKED. 10. FIRE RATED DAMPERS OR DOORS TO BE PROVIDED WHERE DUCTS PENETRATE RATED WALLS OR CEILINGS. 11. INTERIOR WALL AND CEILING FINISHES FOR ASSEMBLY AND CLASSROOM AREAS SHALL NOT EXCEED A FLAME SPREAD RATING OF 75. 1Z INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS SHALL NOT EXCEED A FLAME SPREAD RATING OF 25. e4 i 1 . A .4 - Ext -t' ��tL��. ilz tr� '7 H t � p_<. �1 i TS /mot._ t rZ_ T- ��' a �V r � i � • � i l •, i i , r • i . ! • • . . • • r LVI < 0- 18'-0" tlpolaia�, Den $ �G P R"A .Y2 '�h `�.� l Da Eq, �. 7 -5 •�f�`�/ ~' if I\ A• I\� ^erPROV D 1' e.� '$ o �-�� a .,:� - �q•p t 'i��l , ,�{• '� �v x C`U.' J w+� 3 'iJS. *-.'4•L .w�a. �"..."..,.. i, �"� �'' Cr_ • P...'..E..:i. `4.0 �:& G c y ii bvmre S PERMIT TLv - �L� LE. `"; i L , ttsa'- q rya M., g �.,. r, .x� z ;;P a: �-, ,., ,r ,. .,rs, e�,»�,, , e <� ° ;)!,,N `. PERMIT . . C . P 3Ins w d E COD '� .- FLOOD Zo�,,j__Aro k . 28e011+ 13'-4"± 1-2" _S'�l '4- sip BUILDING I (1315 W. 5th St.) Legal Description: Tract 1152 Lot 25 USE: C-1 I AREA: 1975 SQFT. J Wt�- E- ►D O k <C F u r Qf cz' } ARCHITECTURAL T ,`� `"� R . ON CID RE L RE MAL . i`fl, i : This set of plains.mus@t� be its h , 3 at I 's 2 �,HS YJS��Sw •.. �.% °.xx fl `y�°.k Vo>.� phi 90' 4. y � $$ malty , g ,f n 6� �>,� 4:s".+e5%�'�b&# ��i�. "S�`e6a' viiS€ 4 � '.� .x x g s :`s�@.ISd S� a . al erg Imes - 4ltin viritto p nnss; h City of Santa 00 is plan end speciffinations r HALL NOT held ( oII,6.�� 0�1 the �EOI00 0 , provisionsIts CrdiiiState Law. / I Ised%`^ Acmv9, s � 1i< � w j n: w o 0 E� +1 CV co : g 4F ro^:ka e' mp, 1� ' 'r-a6. .sa s SIDEWALK 5th STREET 0' �O L.� 4470 c� � 12-31-12;004 � €i PLOT PLAN r SCALE: 16" _ 1' _ 0" ff__J AF _ffl"T A L FIRE REPAIA a 1 SHEET NO. I TOILET01 ROOMS., ALL (E) FIXTURES & GRAB BARS IN CONFORMANCE :":M A N i,. , 1... REQUIREMENTS i ON I PROVIDE OR REPLACE WHERE REQUIRED. VERIFY OR PROVIDE MAX. THRESHOLD ■ ! , `, NOTES ON 15'-2" 21-011 4'-4" 411 21 OY T1 . - N- c1 ~� (E) 48" GRAB BAR (co/ 4 _ 12" MAX. VERIFY c, VERIFY OR PROVIDE i = _ Y" MAX. THRESHOLD co 5 2 r PER ADA NOTES ON SHEET 4 PER SEPARATE PERMIT VERIFY OR PROVIDE J/ MECHANICALLY OPERATED TOILETEXHAUST SYSTEM IN EACH ROOM >i APPROVED USE: OCCUPANCY ii INTERIORREMOVE & REPLACE ALL DRYWALL w/ NOTES.l�kER GEN. VERIFY O. PROVIDE c APPROVED THRESHOLD AT ENTRY POOR PER SHEET 4 REQUIREMENTS ■ • ABOVE•R ■ .�VERIFY OR PROVIDE THRESHOLD PER j NOTES ON BAR e PROVIDE NEW T-BAR CLG. THROUGHOUT PERe � w . • t, ` a a 1 s r1 � . • w s • s i i. , .� • (N) 16"0 ROTARY VENT--,,,_. (N) DORMER VENT A � 1 (N) 22 GA. STANDING SEAM � METAL ROOF. USE "NCI" � BUILDING SYSTEMS � "SUPERLOCK PANEL" OR � APPROVED EQUAL INSTALLED PER MFR's SPECIFICATIONS (ICBO � ER-5409P) FASTEN PER DETAILS ON SHEET 3 � (E) DBL. 3" CHANNEL LIGHT � GUAGE STEEL ROOF PURLINS @ 4'± O.C. - NO � DAMAGE EXCEPT WHERE NOTED. (N) DORMER VENT (N) 16"0 ROTARY VENT THOROUGHLY CLEAN AND REPAINT ALL STEEL ROOF FRAMING. � i (N) CONT. DRIP EDGE � PROVIDE (N) WATERTIGHT - METAL FLASHING/SCREED � AT BASE OF STUCCO COVERED PARAPET AND � AT METAL ROOF JOINT � PER DETAILS ON SHEET 3. 13'-4" SLOPE SIDES OF � \,��(/�' � (E) ACCORDION -STYLE STEEL SECURITY GATE LANDING @ 1:12 ` NOT ALLOWED TO INTERFERE w/ RAMP/LANDING. REVISE TRACK AS REQUIRED OR REMOVE. (N) CONC. LANDING `y SLOPED AT 1:50 j � FLOOR PLAN � SCALE: %4" = 1' - 0" 15'-2" 2`-0t1 II W < i i XQ c.i D w z � II II T-1 11\1 � T-12 T-1 i 10 � REIV OVE & REPLACE � EXHAUST FAN I MATCH � EXI TWG i a T-9 � PRC PERLY ST AIGHTEN (E) TEEL PUR INTO WIT IN %" OF RUENE§ T-8 PER e PR PERLY ST IGHTEt4 (E) qTEEL TRU S WITHIN %a" OF RUENE USE MECHANICAL OR � HE APPLIED � T-6 ME HODS AS RE UIRED. SH RE (N) CONT. TRUSS PRIOR O I DRIP EDGE CONIMENCINGWORK. T- i (E) STEEL TRUSSES T-3 (E0 HORIZ. ROD � B ACING FO � DI PHRAGM NO � D MAGE. VERIFY AIfL RODS TI HT. � T- 1 � 0 ROOF FRAMING PLAN SCALE: %4" _ l' - O" ::1 r • cn W co cn J w co DOOR SCHEDULE ,. DESCRIPTION (N) GLASS STOREFRONT DOUBLE DOOR W1 1011 KICK PLATE, ADA LEVER HARDWARE, ADA SIGN & CLOSER PER ADA REQUIREMENTS - MATCH EXISTING STYLE (N) STEEL ROLL UP DOOR - MATCH EXISTING (N) SOLID CORE WOOD DOOR W1 10" KICK PLATE, ADA LEVER HARDWARE & CLOSER PER ADA REQUIREMENTS (SHEET 4) DOOR PLATE,. f . LEVER HARDWARE & CLOSER PER i ! yDA REQUIREMENTS r„ RETROFIT (E) EXT. DOOR W1 10-1 KICK PLATE, ADA LEVER HARDWARE, ADA MATCH SIGN & CLOSER PER ADA REQUIREMENTS (SHEET 4) - MATCH EXISTING EXISTING STYLE (E) EXT. METAL DOOR W1 LEVER HARDWARE & CLOSER, CLEAN & RESTORE VERIFY CONFORMANCE W1 ALL CURRENT ADA REQUIREMENTS. UPGRADE AS REQUIRED. WINDOW SCHEDULE MARK SIZE TYPE O 3'-6" x 4'-0" HORIZONTAL ALUMINUM SLIDER -MATCH EXISTING NOTE: ALL UNMARKED DOORS AND WINDOWS ARE EXISTING TO REMAIN. SCHEDULE NOTES: GENERAL: 1. WINDOW AND DOOR SCHEDULES ARE APPROXIMATE ONLY. VERIFY ALL SIZES AND TYPES PRIOR TO ORDERING. 2. TEMPERED GLASS SHALL BE PROVIDED WHERE NEW GLASS IS REQUIRED AT ALL HAZARDOUS LOCATIONS INCLUDING INGRESS AND EGRESS DOORS, PANELS IN SLIDING OR SWINGING DOORS, DOORS AND ENCLOSURE FOR BATH TUB & SHOWER AND IF WITHIN 2 FEET OF VERTICAL EDGE OF CLOSED DOORS AND WITHIN 5 FEET OF STANDING SURFACE. DOORS AND WINDOWS: 3. DOOR STOPS OF IN -SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB, OR JOINED BY A RABBETED JOINT TO THE JAMB. 4. ALL PIN -TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS CLOSED, SHALL HAVE NON -REMOVABLE HINGE PINS. 5. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PROTECTING DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS THAN 2 V' IN LENGTH. 6. DEADBOLTS SHALL CONTAIN HARDENED INSERTS. T. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN & A HOOK -SHAPED OR AN EXPANDING -LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4"• 9. INTERIOR AND EXTERIOR DOORS TO BE 1 %" THICK MIN. WITH SOLID CORE CONSTRUCTION, UNLESS NOTED OTHERWISE. 10. GLASS DOORS SHALL HAVE FULLY TEMPERED GLASS. INSULATED GLASS: 11. ALL DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE DUAL -GLAZED WITH INSULATED GLASS ASSEMBLIES. SAFETY GLAZING WILL BE USED FOR ASSEMBLIES WHERE REQUIRED. SAFETY GLAZING: 12. WINDOW AND DOOR LIGHTS WITHIN 40" OF THE LOCKING DEVISE SHALL BE FULLY TEMPERED OR LAMINATED GLASS. 13. ALL GLAZING IN HAZARDOUS LOCATIONS MUST BE PERMANENTLY LABELED IN ACCORDANCE WITH APPLICABLE STANDARDS. 14. SAFETY GLAZING TO BE PROVIDED IN ALL DOORS AND ADJACENT PANELS, IN BATH AND SHOWER DOORS AND ENCLOSURES, WITHIN 12" OF A DOOR IN THE CLOSED POSITION, AND IN ALL PANELS IN EXCESS OF 6 S.F. AND WHOSE LOWEST EDGE IS LESS THAN 18" TO THE FINISH FLOOR OR WITHIN 36" OF A WALKING SURFACE. 15. ALL GLASS DOOR A , R DOORS URES LL OT ING SHALL BE A MINIM � � 1 6K.ICSLIDING._ � � 1 H� �•.�l�t� �.� T� � sue. �-� +� 2.��t��..� � � �° , � ,� S — 440OZ At O-�> s Tq.i tie "�2 �. —440t4'CYLitQ�� r o� -440IS Atat t k— ---440 ��.�a�t��.��P�e�- c��c) so Z)EsocT SUSPENDED CEILING USE "CHICAGO METALLIC CORPORATION" 800 SYSTEM 2`-0"x4'-0" EXPOSED GRID (I.C.B.O. 19_05 WITH "ARMST �PRONG" U.S.G. OR WALL � � "_FPS sURIATTERN 3256 . SYSTEM TO CONFORM TO TABLE 23-1 No.12 GAUGE WIRE IN FOUR DIRECTIONS a ci AT 8'-0" O.C. BEGINNING AT 4'-0" O.C. MAXIMUM FROM WALL. GRID INSTALLER TO o X INSTALL ONE WIRE OPPOSITE CORNER OF EACH LIGHT FIXTURE SUPPORTED BY 900 900 GRID. SUPPORT "TEE" WITHIN 8 INCHES OF THE WALL. o RIGID STRUT ROOFR-19 INSUL - - --- ------------------ O 0 8" B 811 z 3/8" J 0 0 o v z %" MIN. CLEAR CROSS RUNNER OR MAIN MAX. PLAN NOTE : TIE TWO ADJACENT WAUS TO CEILING MAIN AND CROSS RUNNERS. o • NOT TO SCALE ELEVA TION * ALL ROOMS IN L.A. CITY THAT EXCEED 26-0" WIDTH IN BOTH DIRECTIONS SHALL CONFORM TO ORDINANCE #171,939 AND UBC STANDARD 25-2 OFE fit,, ✓� C7 4470 ,. 12-31-2�004 ,•13 1 1 Ju_.lvCL4L FIRE REPAIA C N U} r C(? N a� Co o a� cv W Coo CO ova�ccc (y) u- z� wol YS fl ua J �1 SHEET NO. FLOOR PLANAND Ron F FRAMING PLAN (E) DBL. 3" CHANNEL STEEL ROOF PURLINS @ 4'± O.C. - NO DAMAGE EXCEPT AS NOTED ON ROOF PLAN. CLEAN AND RFP,AIN1 _ ■ l l 1, r r 1 _1r_ -7r— 7F _1r_ 7r_ 7r- 77 ___7r_ r- -ir- -ir- cV Rf2 r" T-BAR--T-BAR f"+Y-"`•^lj"'tir„r„-`..-•,` .^ CLG. LINE CLG. LINE ' PROVIDE fg" TYPE-X (E) HORIZ. STEEL CHANNEL (N) R-1 9 BATT INSULATION ON ' " (N) DRYWALL THROUGHOUT STRUT - NO DAMAGE TOP OF SUSPENDED CEILING TILES THROUGHOUT BUILDING i- 4 (E) CONC. SLAB ON GRADE. VERIFY OR PROVIDE (E) PARTITION WALL CLEAN AND RE -FINISH AS �2" MAX. THRESHOLD REQUIRED. PER ADA SHEET 4 REQUIREMENTS 1 .fl tiy. iJ.',:L . J '` ! 'Ji\.-' `` J 1 f\ '`t , �/ `/ \ 1 �� '`� •! j by tl 77 `. � , i e i � \':\ `, ..' /% /�`` • i .%t 'l . ^r• , rri /\ .i''+. 'r 1 ..�: -`f 4 f .:''. � . ,l-, REMOVE DAMAGED STEEL ROOF (N) STANDING SEAM METAL PURLIN AND REPLACE W/ (N) ROOF PER ROOF PLAN C3x4.1 STEEL CHANNEL PURLIN. n , 3/ 3/44. TYP. I'll TYP. URETHANE -- SEALANT \` `— FASTEN BOTTOM FLANGES OF (N) AND (E) ROOF PURLIP (E) STEEL ROOF TRUSSES CHANNELS TO TOP CHORD 4811± O.C. -SEE ROOF OF TRUSS WITH 1 -%$'fry PLAN MACHINE BOLT IN OF EACH FLANGE 2 (N) ROOF PURLIN 3 SCALE: 1" = 1' - 0" ASITENER ; 1 -,4„ 01 C. 3LE BEAD TAPE-EALLER SUPPORT ANGLE A RAKE ANGLE PARAPET WALL SECTION 0" r i r i•MIL Vi O UNARM r S = i n' r• i 3 - #8x1" SHT. METAL SCREWS ROOF FRAMING MEMBER � SUSP. CLG. FULL HEIGHT DOUBLE BEAD rnnr c r n, rn BOX RAKE TRII #8xl" SELF TAPPING P SEALING SCREW @ 6" INTO BLOCKING ER. BORING SHALL BE LOCATED WITHIN MIDDLE THIRD OF SPAN EQ. EQ. EQ. 01 NOTCHES MIN. SPACING 1 "0 MAX. BORED z 6'-0" O.C. HOLE ly2w MAX 130 tV ------ — JOIST OR RAFTER „ 3j2 10n MIN. 10" MIN. SPAN M AV 00, 10 1%4"x12"x16 GA. STRAP W/ 6 -10d COMMON NAILS EA. END @ EA. PLATE OF DBL. TOP PLATE NOTCHING BORING BORING STUDS JOISTS OR RAFTERS 2X4 DEAL. TOP PLATE (FOR TJM PRODUCTS SEE MFR'S. SPECS.) - POP RIVET 4 6" •' t r .♦ , i f NOTES: 1. NO STRAPS REQUIRED @ SILL PLATE 2. DO NOT OVER -CUT CORNERS OF NOTCHES 3. NO NOTCHING OR BORING ALLOWED IN SHEAR PANELS. CONTACT PROJECT ENGINEER FOR APPROVAL IF NOTCHING OR BORING IS REQUIRED. 4. NO BORING OUTSIDE THE MIDDLE THIRD OF SPAN OR ANY NOTCHING OF TOP OR BOTTOM OF JOIST/ RAFTER ALLOWED WITHOUT APPROVAL OF ENGINEER. SUPERLOK PANEL f PANEL CLEAT CONTINUOUS FASTENER # —., -�' SUPERLOK PANEL 4 PER PANEL i ,NOT PREPUNCHED) 1 TRIPLE BEAD TAPE SEALER _ LOW PANEL CLIP SUPERLOK PANEL — 4 1 �- BACKUP PLATE „ FASTENER #1A 1C� (NUMBER TO BE IRMEO W/DESIGN) 3 J NOT TO SCALE POP RIVET @ '?4" 0. 1 , EAVE TRIM W/ GRIP EDGE #8xl" SELF TAPPING AND SEALING SCREW 0 6" O.C. INTO BLOCKING WALL PANEL OR STUCCO > _ co EnIV— ooN 0 "q- t C.� co co cu W co, co, x M(Dhu- a ell O u 4 F U EAVE SUPPORT ANGLE r� NIGH PANEL CLIP Q) M r�- SUPERLOK PANEL hj FASTENER #1A (NUMBER TO BE �•y CONFIRMED W/DEQIGN) Con h FASTENER #1A EPDM CLOSURE EAVE STRUT OT:ASS/®� w j CIO 4470 12-51-2004 u f t . i ,t a SHEET NO. 3 OF 4 I- SANITARY FACILITIES (GENERALS SANITARY FACILITY FIXTURES ACCESSORIES 8. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, i. SANITARY FACILITIES THAT SERVE BUILDINGS, FACILITIES OR PORTIONS OF i. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17" AND RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN BUILDINGS OR FACILITIES THAT ARE REQUIRED TO BE ACCESSIBLE TO PERSONS CONFORMANCE WITH SECTION 1117B.5.6. SIGNS SHALL BE INSTALLED ON THE WITH DISABILITIES ARE REQUIRED TO BE ACCESSIBLE. SEC 1115B.1 A MAXIMUM OF 19" MEASURED TO THE TOP OF A MAXIMUM 2" HIGH TOILET SEAT, WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL EXCEPT THAT 3" SEATS SHALL BE PERMITTED ONLY IN ALTERATIONS WHERE THE SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE 2. WHERE FACILITIES ARE TO BE USED SOLELY BY SMALL CHILDREN, THE EXISTING FIXTURE IS LESS THAN 15" HIGH. SEC 1502. PLACED ON THE NEAREST ADJACENT WALL; PREFERABLY ON THE RIGHT. SPECIFIC HEIGHTS MAY BE ADJUSTED TO MEET THEIR ACCESSIBILITY NEEDS. SEE 2. A CLEAR FLOOR SPACE 30" BY 48" SHALL BE PROVIDED IN FRONT OF A MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE - TABLE 111513-1 FOR SUGGESTED MOUNTING HEIGHTS. SEC 1115B.3 THE DIVISION LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT - OF STATE ARCHITECT, OFFICE OF REGULATION SERVICES RECOMMENDATIONS: I ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING A = ADULT DIMENSIONS (AGE 12 AND OVER) TOE SPACE UNDERNEATH THE LAVATORY. SEC 1115B.9.1.1 FIG 11B-1B PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. SEC E = ELEMENTARY DIMENSIONS 3. LAVATORIES, WHEN LOCATED ADJACENT TO A SIDE WALL OR PARTITION SHALL 1117B.5.9 K = KINDERGARTEN AND PRE-SCHOOL DIMENSIONS BE A MINIMUM OF 18" TO THE CENTERLINE OF THE FIXTURE. SEC 1504.2.1. FIG 9. POLE SUPPORTED PEDESTRIAN TRAFFIC CONTROL BUTTONS SHALL BE TABLE 11158-1 11B-1A IDENTIFIED WITH COLOR CODING CONSISTING OF TEXTURED HORIZONTAL 4 ALL LAVATORIES THAT ARE DESIGNATED TO BE ACCESSIBLE SHALL BE YELLOW BAND 2" IN WIDTH ENCIRCLING THE POLE, AND A 1" WIDE DARK BORDER A E K TOILET CENTERING FROM WALL 18" 15' * 12"' TOILET SEAT HEIGHT 17"-19" 15" 10"-12" GRAB BAR HEIGHT (SIDE) 33" 27" * 20"-22" TOILET PAPER IN FRONT OF TOILET 12" MAX. 6" MAX. * 6" MAX. * NAPKIN DISPOSAL IN FRONT OF TOILET 12" MAX. 12" MAX. NIA DISPENSER OR MIRROR HEIGHT 40" MAX. 36" MAX. 32" MAX. LAVATORY/SINK TOP HEIGHT 34" MAX. 29" MAX 24"MAX LAVATORY/SINK KNEE CLEARANCE 29" MIN. 24" MIN. 19" MIN. URINAL LIP HEIGHT 17" MAX. 15" MAX. 13' MAX. URINAL FLUSH HANDLE HEIGHT 44" MAX. 37" MAX. 32" MAX. DRINKING FOUNTAIN BUBBLER HEIGHT 36" MAX. 32" MAX. 30" MAX. DRINKING FOUNTAIN KNEE CLEARANCE 27" MIN. 24" MIN. 22" MIN, RAMPISTAIR HANDRAIL HEIGHT 34"-38" 27' 22' MOUNTED WITH THE RIM OR COUNTER EDGE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR AND WITH A VERTICAL CLEARANCE MEASURED FROM THE BOTTOM OF THE APRON OR OUTSIDE BOTTOM EDGE OF THE LAVATORY OF 29", REDUCING TO 27" AT A POINT LOCATED 8" BACK FROM THE FRONT EDGE. KNEE CLEARANCE BELOW THE LAVATORY SHALL EXTENDED A MINIMUM OF 30" IN WIDTH BY 17" IN DEPTH. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF 9" HIGH FROM THE FLOOR AND A MINIMUM OF 17" DEEP FROM THE FRONT OF THE LAVATORY. SEC 1504.2.1 5. HOT WATER AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. SEC 1504.2.2 WHERE URINALS ARE PROVIDED T LEAST ONE SHALL HAVE A CLEAR FLOOR 6, E R A SPACE OF 30" BY 48" IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH. SEC 1115B.9.4 7. URINALS SHALL BE FLOOR MOUNTED OR WALL HUNG. WHERE ONE OR MORE WALL HANG URINALS ARE PROVIDED, AT LEAST ONE WITH A RIM PROJECTING A MINIMUM OF 14" FROM THE WALL AND AT A MAXIMUM OF 17" ABOVE THE FLOOR SHALL BE PROVIDED. SEC 1503.2.1 8. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS. SEC 1502. 9. WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. SEC 1502, 1503.2.2, AND 1504.2.1 10. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBF. ELECTRONIC OR AUTOMATIC FLUSHING CONTROLS ARE ACCEPTABLE AND PREFERABLE. SEC 1502, 1503.2.2, & 1504.2.1 11. SELF -CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. SEC 1504.2.1 12. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGES NO HIGHER THAN 40" FROM THE FLOOR. SEC 1115B.9.1.2 BAND ABOVE AND BELOW THIS YELLOW BAND. COLOR CODING SHOULD BE PLACED IMMEDIATELY ABOVE THE CONTROL BUTTON. CONTROL BUTTONS SHALL BE LOCATED NO HIGHER THAN 48" ABOVE THE SURFACE ADJACENT TO THE POLE. SEC 1117B.5.10 EXISTING BUILDINGS NOTE: AREAS OR RENOVATION, STRUCTURAL REPAIR, ALTERATION, AND ADDITIONS TO EXISTING BUILDING ARE REQUIRED TO MEET THE SAME ACCESSIBILITY STANDARDS AS FOR NEW CONSTRUCTION PROJECTS. IN ADDITION, AN ACCESSIBLE ENTRANCE TO THE EXISTING BUILDING AND AN ACCESSIBLE PATH OF TRAVEL TO THE ENTRANCE FROM THE PUBLIC WAY OR FROM AN ACCESSIBLE PARKING SPACE, AN ACCESSIBLE PRIMARY PATH OF TRAVEL FROM THAT ENTRANCE TO THE AREA OF REMODEL, AND ACCESSIBLE RESTROOMS, DRINKING FOUNTAINS, AND PUBLIC TELEPHONES SERVING THE AREA OF REMODEL MUST BE PROVIDED. 1. WHEN A RENOVATION, STRUCTURAL REPAIR, ALTERATION, OR ADDITION TO AN EXISTING BUILDING OCCURS, COMPLIANCE INCLUDES THE FOLLOWING:: SEC 1134B.2 a. THE AREA OF RENOVATION, STRUCTURAL REPAIR, ALTERATION OR ADDITION MUST FULLY COMPLY. SEC 1134B.2 b. A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY AND THE PRIMARY PATH OF TRAVEL TO THE SPECIFIC AREA OR ALTERATION, STRUCTURAL REPAIR, OR ADDITION MUST FULLY COMPLY. SEC 1134B.2.1 c. SANITARY FACILITIES, AND, WHEN PROVIDED, DRINKING FOUNTAINS AND PUBLIC TELEPHONES, SERVING THE AREA OF RENOVATION, STRUCTURAL REPAIR, ALTERATION, OR ADDITION MUST FULLY COMPLY. SEC 1134B.2.1 2. BUILDINGS THAT HAVE BEEN REMODELED TO PROVIDE SPECIFIC SANITARY FACILITIES AND/OR ELEVATORS FOR PUBLIC USE THAT CONFORM TO TITLE 24 SHALL HAVE THIS INFORMATION POSTED IN THE BUILDING LOBBY, PRE%, RABLY AS PART OF THE BUILDING DIRECTORY. SEC 1117B.5.8 ENT LACES AND EXITS SEE NOTE 1-b ABOVE i. ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. SEC 1114B.1.3 & 1133B.1.1.1.1 2 EXIT DOORS AND BARS GRILLES GRATES OR SIMILAR DEVICES PLACED OVER * DEVIATES FROM CODE REQUIREMENTS AND REQUIRES A WR/TTEN FINDING OF i3. WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES, AND OTHER ' EXIT DOORS, SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY "UNREASONABLE HARDSHIP" SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDEDAT LEAST ONE OF , OR ANY SPECIAL KNOWLEDGE OR EFFORT. SEC 1003.3.3.1.8 3. WHERE SEPARATE FACILITIES ARE PROVIDED FOR NON -DISABLED PERSONS OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PASTS, INCLUDING COIN 3. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN EACH SEX, SEPARATE FACILITIES SHALL BE PROVIDED FOR PERSONS WITH SLOTS, WITHIN 40" FROM THE FINISHED FLOOR. SEC 1115B.9.2 A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE DISABILITIES OF EACH SEX ALSO. WHERE UNISEX FACILITIES ARE PROVIDED FOR 14. TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN 12" OF HARDWARE OR PANIC BARS PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE ' ' ' PERSONS WITHOUT DISABILITIES, AT LEAST ONE UNISEX FACILITY SHALL BE THE FRONT EDGE OF THE TOILET SEAT AND NO LOWER THAN 19" FROM THE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE PROVIDED FOR PERSONS WITH DfSABILIi IES WITHIN CLOSE PROXIMITY TO THE FLOOR. DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS NON -ACCESSIBLE FACILITY. SEC 1115B.2 CONTINUOUS PAPER FLOW SHALL NOT BE USED. SEC 111513.9.3 FIG. 11B-1A DIRECTION. Sec. 1133B.2.5.1 4. DOORWAYS LEADING TO MENNS SANITARY FACILITIES SHALL BE IDENTIFIED BY 15. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON -ABSORBENT 4. HAND -ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN AN EQUILATERAL TRIANGLE 114" THICK WITH EDGES 12" LONG AND A VERTEX SURFACE SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER 30" AND 44" ABOVE THE FLOOR. SEC 1133B.2.5.1 POINTING UPWARD. WOMEN S SANITARY FACILITIES SHALL BE IDENTIFIED BY A O A APPROVED MATERIAL WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAST 5". 5. EVERY DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL CIRCLE 114" THICK AND 12" IN DIAMETER. SEC 1115B.5 WALLS WITHIN WATER CLOSET COMPARTMENTS AND WALLS WITHIN 24" OF THE SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 5. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" FRONT AND SIDES OF URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 48" 3' IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. WHEN INSTALLED, EXIT DOORS IN DIAMETER, WITH A 1i4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND AND, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED 1N SUCH WALLS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT WITHIN THE 12" DIAMETER. SEC 11158.5 6. GEOMETRIC (CIRCLE $TRIANGLE) SYMBOLS ON SANITARY FACILITY DOORS SHALL BE A TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. SEC LESS THAN 32", MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND 1115B.9.5 STOP. Sec. 1115B.4.1, 1133B.1.1.1.1, $1003.3.1.3a FIG 11B 5B $11B-33 CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST GRAB BARS 6. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL OF THE DOOR. SEC 111513.5 NOTE: SEE ALSO SECTION 1117B.5.9 FOR ADDITIONAL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32- WITH THE LEAF SIGNAGE REQUIREMENTS APPLICABLE TO SANITARY FACILITIES. 1. GRAB BARS SHALL BE LOCATED ON EACH SIDE, OR ON ONE SIDE AND THE BACK POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. SEC OF THE ACCESSIBLE TOILET STALL OR COMPARTMENT. SEC 111513.8.1 FIG 11B-1A,B, 1133B.2.3.1 SINGLE ACCOMMODATION SANITARY FACILITIES- & C 7. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN NOTE: SINGLE ACCOMMODATION SANITARY FACILITIES IS DEFINED AS "A ROOM 2. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42" LONG WITH THE FRONT END FIGURE 11 B-26A & B. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED THAT HAS NOT MORE THAN ONE OF EACH TYPE OF SANITARY FIXTURE, IS POSITIONED 24" IN FRONT OF THE WATER CLOSET STOOL AND WITH THE BACK CLEARANCES SHALL BE LEVEL AND CLEAR. SEC 1133B.2.4.2 INTENDED FOR USE BY ONLY ONE PERSON AT A TIME, HAS NO PARTITION AROUND END POSITIONED NO MORE THAN 12" FROM THE REAR WALL. GRAB BARS AT THE 8. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A THE TOILET, AND HAS A DOOR THAT CAN BE LOCKED ON THE INSIDE BY THE ROOM BACK SHALL BE NOT LESS THAN 36" LONG. SEC 11156.8.1 FIG 11 B-1 A,B, & C DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OCCUPANT". SEC 220 3. GRAB BARS SHALL BE SECURELY ATTACHED 33" ABOVE AND PARALLEL TO THE OF AT LEAST 60" AND LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" 1. THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR FLOOR, EXCEPT THAT WHERE A TANK -TYPE TOILET IS USED WHICH OBSTRUCTS AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED MEASURING 30" WIDE BY 48" LONG TO ENTER THE ROOM AND PERMIT THE DOOR PLACEMENT AT 33", THE GRAB BAR MAY BE AS HIGH AS 36". SEC 1115B.8.1 FIG POSITION. Sec. 1115B.4.2, 1133B.2.4, & 1003.3.3.1.6a. FIG 11 B-26A & B TO CLOSE. SEC 1115B.7.2 11B-1A 9. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS 2. THERE SHALL BE IN THE ROOM A CLEAR FLOOR SPACE OF AT LEAST 6T IN 4. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL SHALL EXTEND A MINIMUM OF 24" PAST THE STRIKE EDGE OF THE DOOR FOR DIAMETER, OR A T-SHAPED SPACE COMPLYING WITH FIGURES 11B-12(a) OR (b). NO BE 1%" TO 1%" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. EXTERIOR DOORS AND A MINIMUM OF 18" PAST THE STRIKE EDGE FOR INTERIOR DOOR SHALL ENCROACH INTO THIS SPACE FOR MORE THAN 12" EXCEPT FOR THE IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE DOORS AND 12" PAST STRIKE EDGE OF THE DOOR ON THE OPPOSITE SIDE TO PANEL DOOR TO ANY WATER CLOSET COMPARTMENT IF THERE IS ONE. SEC AND THE GRAB BAR SHALL BE 1-1/2". SEC 1115B.8.2 FIG 11B-IC WHICH THE DOOR SWINGS IF THE DOOR IS EQUIPPED WITH BOTH A LATCH AND A 1115B.7.2 FIG 11B-1A 5. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, CLOSER ON THE PUSH SIDE OF THE DOOR. Sec. 1115B.4.2 & 1133B.2.4.3. FIG 11B-26A 3. THE WATER CLOSET SHALL BE LOCATED IN A SPACE WHICH PROVIDES A FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING 10. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 2" LOWER THAN THE MINIMUM 28" WIDE CLEAR SPACE FROM A FIXTURE OR A MINIMUM 32" WIDE CLEAR SPECIFICATIONS: SEC 1115B.8.3 THRESHOLD OF THE DOORWAY. Sec. 1133B.2.4.1 & 1003.3.1.6.1a FIG 11B-32 SPACE FROM A WALL AT ONE SIDE. THE OTHER SIDE SHALL PROVIDE 18" FROM a. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM ii. THE BOTTOM 1 O" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE THE CENTERLINE OF THE WATER CLOSET TO THE WALL. A MIN. 48" CLEAR SPACE BENDING MOMENT FROM THE APPLICATION OF A 250-LB POINT LOAD SHALL A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. SEC 1115B.7.2. FIG 11 B-IA BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 4. ALL DOORS, FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE BAR OR SEAT. SEC 1115B.8.3.1 WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE WITH A MINIMUM CLEAR WIDTH 36" EXCEPT AT DOORS. IF A PERSON IN A b. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE WHEELCHAIR MUST MAKE A TURN AROUND AN OBSTRUCTION, THE MINIMUM OF A 250-LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING ATRAP OR CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE AS SHOWN IN FIGURE 11B-5E. STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS HAZARDOUS CONDITION. Sec. 11338.2.E FIG 11B-29 SEC 111513.7.2 MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY 12. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS,. SUCH PULL OR PUSH EXCEED THE ALLOWABLE SHEAR STRESS. SEC 1115B.8.3.2 EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER MULTIPLE ACCOMMODATION SANITARY FACILITIES FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE c. SHEAR FOR C INDUCED PLANE OF SLIDING OR FOLDING DOORS. COMPENSATION DEVICES OR AUTOMATIC NOTE: MULTIPLE ACCOMMODATION SANITARY FACILITY IS DEFINED AS "A ROOM APPLICATION A 25POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER THAN MOUNTING DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE THAT HAS MORE THAN ONE SANITARY FIXTURE, IS INTENDED FOR THE USE OF DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE MORE THAN ONE PERSON AT A TIME, AND WHICH USUALLY IS PROVIDED WITH ALLOWABLE LOAD. SEC 1115B.8.3.3 INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE PRIVACY COMPARTMENTS OR SCREENS SHIELDING SOME FIXTURES FROM VIEW". d. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE AUTHORITY, NOT TO EXCEED 15 POUNDS. Sec.1133B.2.5 SEC 214 OF A 250-LB POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE 13. MANUALLY OPERATED EDGE OR SURFACE -MOUNTED FLUSH BOLTS AND i. A CLEAR SPACE MEASURED FROM THE FLOOR TO A HEIGHT OF 27" ABOVE THE APPLICATION OF A 250-LB POINT LOAD, SHALL BE LESS THAN THE SURFACE BOLTS OR ANY OTHER TYPE OF DEVICE THAT MAY BE USED TO CLOSE OR FLOOR, WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND RESTRAIN THE DOOR OTHER THAN BY OPERATION OF THE LOCKING DEVICE SHALL CIRCLE WITH A DIAMETER NOT LESS THAN 60", OR A CLEAR SPACE 56" BY 63" IN SUPPORTING STRUCTURE. SEC 1115B.8.3.4 NOT BE USED. WHERE EXIT DOORS ARE USED IN PAIRS AND APPROVED SIZE, SHALL BE PROVIDED FOR WHEELCHAIR MANEUVERING. DOORS OTHER THAN e. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. SEC 1115B.8.3.5 AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC THE DOOR TO THE ACCESSIBLE TOILET COMPARTMENT IN ANY POSITION MAY 6. THE GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE -MOUNTED HARDWARE. ENCROACH INTO THIS SPACE BY NOT MORE THAN 12". SEC 1115B.7.1.1. FIG 11BAB FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION 2. DOORS SHALL NOT SWING INTO THE FLOOR SPACE REQUIRED FOR ANY FIXTURE RADIUS OF s". SEC 1115B.8.4 (Sec. 1003.3.1.8) SEC 1115B.7.2 14. RECESSED DOORMATS SHALL BE ADEQUATELY ANCHORED TO PREVENT 3. A WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT SHALL PROVIDE A SIGNS &IDENTIFICATION INTERFERENCE WITH WHEEL CHAIR TRAFFIC. (1133B.1.1.1.3, Fig. 11B-25) MINIMUM 28" WIDE CLEAR SPACE FROM A FIXTURE OR A MINIMUM 32" WIDE CLEAR FLOORS &LEVELS SPACE FROM A WALL AT ONE SIDE OF THE WATER CLOSET. THE OTHER SIDE OF NOTE: THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD THE WATER CLOSET SHALL PROVIDE 18" FROM THE CENTERLINE OF THE WATER USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY NOTE: LEVEL AREA IS DEFINED AS "A SPECIFIED SURFACE THAT DOES NOT HAVE CLOSET TO THE WALL. GRAB BARS SHALL NOT PROJECT MORE THAN 3" INTO THESE PHYSICALLY DISABLED PERSONS AS SET FORTH IN TITLE 24 AND AS SPECIFICALLY A SLOPE IN ANY DIRECTION EXCEEDING Y4" IN ONE FOOT FROM THE HORIZONTAL CLEAR SPACES. SEC 1115B.7.1.3. FIG 11B-1B REQUIRED BELOW. SEC 1117B.5.1.1. FIG 11B-6 (2.083% GRADIENT)". SEC 213 4. A MINIMUM 48 LONG CLEAR SPACE SMALL BE PROVIDED IN FRONT OF THE i. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE S F N i. IN BUILDINGS AND FACILITIES LOOKS OF A GIVEN STORY SHALL BE: A COMMON , WATER CLOSET IF THE COMPARTMENT HAS AN END OPENING DOOR AND A FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, MINIMUM 60" LONG CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER 15090 IN FEDERAL STANDARD 595B. SEC 1117B.5.1.2 PASSENGER ELEVATORS, OR SPECIAL ACCESS LIFTS. SEC 1120B.1 CLOSET IF THE COMPARTMENT HAS A DOOR LOCATED AT THE SIDE. GRAB BARS 2. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO OF 2. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN SHALL NOT PROJECT MORE THAN 3" INTO THESE CLEAR SPACES. SEC 111.5B.7.1.3. BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, FIG 11B-1A&B 1:10. SEC 1117B.5.3 AND CURB RAMPS, SHALL BE STABLE, FIRM, AND SLIP -RESISTANT. SEC 1124B.1 & 5. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS 3. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE 1120B.2 AN AUTOMATIC -CLOSING DEVICE, AND SHALL HAVE A CLEAR, UNOBSTRUCTED VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS 3. CHANGES IN LEVEL UP TO %" MAY BE VERTICAL AND WITHOUT EDGE OPENING WIDTH OF 32" WHEN LOCATED AT THE END AND 34" WHEN LOCATED AT MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. TREATMENT. SEC 112413.2 FIG 11B-5E (C) THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN 4. CHANGES IN LEVEL BETWEEN Y4" AND Y2" SHALL BE ACCOMPLISHED BY MEANS OF CLOSED POSITION. SEC 1115B.7.1.4 FIG 11B-1 A & B COMPLIANCE WITH SECTION 1121 B), THE MINIMUM CHARACTER HEIGHT SHALL BE A RAMP NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL. SEC 1124B.2, 6. WHEN STANDARD COMPARTMENT DOORS ARE USED, WITH AMINIMUM 9- 3". SEC 1117B.5.4 1133B.2.4.1, & 1003.3.1.6.1a. FIG 11B-5E(d) CLEARANCE FOR FOOTRESTS UNDERNEATH AND A SELF -CLOSING DEVICE:, 4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, 5. CHANGES IN LEVEL GREATER THAN Y" SHALL BE ACCOMPLISHED BY MEANS OF CLEARANCE AT THE STRIKE EDGE AS SPECIFIED IN SECTION 1133B.2.4.3 IS NOT EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON RAMP. SEC 1003.3.1.6.1a REQUIRED. SEC 1115B.7.1.4 A LIGHT BACKGROUND. SEC 1117B.5.5 6. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT 7. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED 5. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING OR NO WITH A LOOP OR U-SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH TO THE FOLLOWING: SEC 1117B.5.6 CUSHION OR PAD; HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR SHALL BE FLIP -OVER STYLE, SLIDING, OR OTHER HARDWARE NOT REQUIRING THE a. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND LEVEL CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 112". USER TO GRASP OR TWIST. SEC 1115B.7.1.4 SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND 8, EXCEPT FOR DOOR OPENING WIDTHS AND DOOR SWINGS, A CLEAR, 2 BRAILLE. SEC 1117B.5.6.1 HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE UNOBSTRUCTED ACCESS NOT LESS THAN 44" SHALL BE PROVIDED TO WATER b. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH. TRIM SHALL COMPLY WITH SECTION 1124B.2. SEC 1124B.3. FIG 11 B-713(b) CLOSET COMPARTMENTS DESIGNED FOR USE BY PERSONS WITH DISABILITIES AND SEC 1117B.5.6.2 THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE c. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY CONTROLS, OPERATING MECHANISMS & ELECTRICAL NOT LESS THAN 48" AS MEASURED AT A RIGHT ANGLE TO COMPARTMENT DOOR IN THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE i. CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCESSIBLE BY ITS CLOSED POSITION. SEC 1115B.7.1.4. FIG 11 B-1 B PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A SECTION 101.17.11 SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 111713.6. 9. WHERE SIX OR MORE STALLS ARE PROVIDED WITHIN A MULTIPLE MINIMUM OF 6 IN HEIGHT. SEC 1117B.56.3 . SEC 11176.6.1 ACCOMMODATION TOILET, IN ADDITION TO THE STANDARD ACCESSIBLE STALL 6. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS 2. CLEAR FLOOR SPACE COMPLYING WITH SECTION 11188.4 THAT ALLOWS A REQUIRED ABOVE, AT LEAST ONE ADDITIONAL STALL SHALL BE PROVIDED WITH A ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF REGULATIONS. Q D E POR O S THESEFORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE WIDTH OF 36" WITH AN OUTWARD SWINGING SELF- CLOSING DOOR AND PARALLEL DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE GRAB BARS COMPLYING WITH SECTIONS 111513.8.2 THROUGH 1115B.8.4. SEC CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. EQUIPMENT. SEC 1117B.6.2 1115B.7.1.5 SEC 1117B.5.2 7. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS 3. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES, WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING BUT NOT LOWER THAN 15" IF FORWARD APPROACHED AND WITHIN 54" BUT NOT THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL LOWER THAN 9" IF SIDE APPROACHED, WITH THE FOLLOWING EXCEPTION& SEC DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG 1117B•6.3 APPROACHING PEDESTRIAN WAYS. SEC 1117B.5.7 & 112713.3 a. ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15" ABOVE THE FLOOR. SEC 1117B.6.3. b. THE CENTER OF THE GRIP OF THE OPERATION HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT, SHALL BE NOT MORE THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM. ART 380-8(c) c. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK. ART 760-16 4. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. SEC 1117B.6.4 5. NON-COMMERCIAL KITCHEN AND COUNTER BAR SINKS LOCATED IN COMMON USE AREAS SHALL HAVE FAUCET CONTROLS AND OPERATING MECHANISMS OPERABLE WITH ONE HAND IN ACCORDANCE WITH SECTION 1118B AND SHALL NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 PLF. LEVER -OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. SEC 1508.2 WALKS & SIDEWALKS i. WALKS AND SIDEWALKS SHALL 1 KS L HAVE A CONTINUOUS COMMON SURFACE NOT AL INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING IQ-, AND SHALL BE A MINIMUM OF 48" IN WIDTH. SEC 1133B.7.1 FIG 11 B-27(a) 2. WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2, EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. SEC 1133B.7.4 FIG 11B-5E(c) & (d) 3. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2" SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. SEC 1133B.7.4 4. WALK AND SIDEWALK SURFACES SHALL BE SUP -RESISTANT AS FOLLOWS: SEC 1133B.7.1 a. SURFACES WITH A SLOPE OF LESS THAN 6 % GRADIENT SHALL BE AT LEAST AS SLIP -RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. b. SURFACES WITH A SLOPE OF 6 % GRADIENT SHALL BE SLIP -RESISTANT. 5. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL IT SHALL COMPLY WITH THE PROVISIONS OF SECTION 113313.5 AS A PEDESTRIAN RAMP. SEC 1133B.7.3 6. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT EXCEPT WHEN THE ENFORCING AGENCY FINDS THAT DUE TO LOCAL CONDITIONS IT CREATES AN UNREASONABLE HARDSHIP, THE CROSS SLOPE CAN BE INCREASED TO A MAXIMUM OF 1 /2" PER FOOT FOR DISTANCES NOT TO EXCEED 20'. SEC 1133B.7.1.3 7. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST SIN LENGTH AT INTERVALS OF AT LEAST EVERY 400'. SEC 1133B.7.6 8. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 6W BY 60" AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48" WIDE BY 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SEC 1133B.7.5 9. WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. SEC 1133B.7.5. FIG 11B-26B 10. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE NO GREATER THAN 1/2" WIDE IN ONE DIRECTION. IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. SEC 1124B.4 & 1133B.7.2 FIG 11B-7B(a) RAMPS NOTE: ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN V RISE IN 20' OF HORIZONTAL RUN. SEC 1133B.5.1 1. THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXITWAY, PROVIDES ACCESS FOR PERSONS WITH DISABILITIES, OR IS IN THE PATH OF TRAVEL SHALL BE 1' RISE IN 12' OF HORIZONTAL RUN. SEC 1133B.5.3 2. THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50. SEC 1133B.5.3.1 3. THE WIDTH OF RAMPS SHALL BE AS REQUIRED FOR STAIRWAYS AND EXITS. SEC 1133B.5.2. FIG 11B-38 & 39 4. PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES TO BUILDINGS HAVING AN OCCUPANT LOAD OF 300 OR MORE SHALL HAVE A MINIMUM CLEAR WIDTH OF 60". SEC 1133B.5.2.2 5. RAMPS SERVING GROUP R OCCUPANCIES MAY BE 36" CLEAR WIDTH WHEN THE OCCUPANT LOAD IS 50 OR LESS. SEC 1133B.5.2.2 6. ALL OTHER PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES SHALL HAVE A MINIMUM WIDTH OF 48". SEC 1133B.5.2.2 7. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF EACH RAMP. SEC 1133B.5.4.1 & 1003.3.4.4. FIG 11 B-38 & 39 8. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30" OF VERTICAL RISE, AND AT EACH CHANGE OF DIRECTION. SEC 1133B.5.4.1. FIG 11B-38 & 39 9. TOP LANDINGS SHALL BE NOT LESS THAN 60" WIDE AND SHALL HAVE A LENGTH OF NOT LESS THAN 60" IN THE DIRECTION OF RAMP RUN. SEC 1133B.5.4.2 & 1003.3.4.4. FIG 11B-38 & 39 10. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42" AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3" WHEN FULLY OPEN. SEC 1133B.5.4.3 & 1003.3.4.4. FIG 11 B-38 & 39 F LANDING SHALL EXTEND 24 PAST THE STRIKE EDGE OF ANY DOOR ii. THE WIDTH O THE L OR GATE FOR EXTERIOR RAMPS AND 18" PAST THE STRIKE EDGE FOR INTERIOR RAMPS. SEC 1133B.5.4.4 & 1003.3.4.4. FIG 11B-39 12. AT BOTTOM AND INTERMEDIATE LANDINGS, THE WIDTH SHALL BE AT LEAST THE SAME AS REQUIRED FOR THE RAMP. SEC 1133B.5.4.5. FIG 11 B-38 & 39 13. INTERMEDIATE LANDING AT A CHANGE OF DIRECTION IN EXCESS OF 30 DEGREES AND BOTTOM LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72" TO ACCOMMODATE THE HANDRAIL EXTENSION. SEC 1133B.5.4.6 & 1003.3.4.4. FIG. 11 B-38 & 39 14. OTHER INTERMEDIATE LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 60". SEC 1133B.5.4.7. FIG 11 B-38 15. RAMP LANDINGS ARE NOT CONSIDERED IN DETERMINING THE MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP. SEC 1133B.5.4.1 16. HANDRAILS ARE REQUIRED ON RAMPS THAT PROVIDE ACCESS IF THE RAMP SLOPE EXCEEDS V RISE IN 2U IN HORIZONTAL RUN, EXCEPT THAT AT EXTERIOR DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED ON RAMPS LESS THAN 6" RISE OR 72" IN LENGTH. SEC 11338.5.5.1 17. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP, SHALL BE CONTINUOUS " R SHALL 3 TO 38 ABOVE THE RAMP SURFACE SHALL THE FULL LENGTH OF THE RAMP, S L BE 4 > EXTEND A MINIMUM OF 1' BEYOND THE TOP AND BOTTOM OF THE RAMP, AND THE ENDS SHALL BE RETURNED. SEC 1133B.5.5.1 FIG 11B-27 (b) & (c) 18. THE GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1 %" NOR MORE THAN 12", OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE, AND ALL SURFACES SHALL BE SMOOTH WITH NO SHARP CORNERS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. SEC 1133B.5.5.1. FIG 118-36 19. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1 2" BETWEEN THE WALL AND THE HANDRAIL. SEC 1133B.5.5.1. FIG 11B-36 20. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3" DEEP AND EXTENDS AT LEAST 18" ABOVE THE TOP OF THE RAIL. SEC 1133B.5.5.1. FIG 1113-36 21. ANY WALL OR OTHER SURFACE ADJACENT TO HANDRAILS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 27. SEC 1133B.5.5.1. FIG 11B-36 22 WH LANDING IS NOT BOUNDED BY A WALL OR FENCE THERE SHALL BE WHERE THE RAMP D PROVIDED ON EACH SIDE OF RAMP LANDING WHERE THERE IS A VERTICAL DROP EXCEEDING 4", ONE OF THE FOLLOWING: SEC 1133B.5.4.9. FIG 11B-27(b) & (c) a. A GUIDE CURB, A MINIMUM OF 2" IN HEIGHT; OR " " L E IL CENTERED 3 ±1 ABOVE THE SURFACE OF THE RAMP LANDING. b A WHEEL GUIDE RA 23. WHERE THE RAMP SURFACE IS NOT BOUNDED BY A WALL OR FENCE AND THE RAMP EXCEEDS 10' IN LENGTH, THE RAMP SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: SEC 1133B.5.6. FIG 11B-27(b) & (c) a. A GUIDE CURB, A MINIMUM OF 2" IN HEIGHT SHALL BE PROVIDED AT EACH SIDE OF THE RAMP; OR b. A WHEEL GUIDE RAIL SHALL BE PROVIDED, CENTERED 3" ± 1" ABOVE THE SURFACE OF THE RAMP. 24. OUTDOOR RAMPS AND THEIR APPROACHES SHALL BE DESIGNED AND CONSTRUCTED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. SEC 1133B.5.7 PARKING i. THE MINIMUM LENGTH OF AN ACCESSIBLE PARKING SPACE SHALL BE 19. SEC 1129B.4.1. FIG 11 B-18A, B, & C 18. EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALL THAN 70 SQUARE INCHES IN AREA AND, WHEN IN A PATH OF TRAVEL SHALL BE POSTED AT A MINIMUM HEIGHT OF A , 80" FROM THE BOTTOM OF THE SIGN OT THE PARKING SPACE FINISHED GRADE. SEC 1129B.5. FIG 11B-18A, B, & C 2. VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN STATING "VAN -ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY AND POSTED A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. SEC 112913.5 3. SIGNS TO IDENTIFY ACCESSIBLE PARKING SPACES MAY ALSO BE CENTERED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM OF 36" FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. 4. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17" BY 22" IN SIZE WITH LETTERING NOT LESS THAN 1" IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: SEC 112913.5 "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT , OR BY TELEPHONING . " NOTE: BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PA RT OF THE SIGN. 5. THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWING SCHEMES: SEC 1129B.5. FIG 11 B-18A, B, & C a. BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE GROUND IN THE STALL OR SPACE IN WHITE OR SUITABLE CONTRACTING COLOR A PROFILE DEPICTING A WHEELCHAIR WITH OCCUPANT; OR b. BY OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT 1N WHITE ON BLUE BACKGROUND. THE PROFILE VIEW SHALL BE LOCATED SO THAT IT IS VISIBLE TO THE TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE AND SHALL BE 36" HIGH BY 36" WIDE. 5.6. 6. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 1 UNIT VERTICAL TO 50 UNITS HORIZONTAL IN ANY DIRECTION. 7. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO PEOPLE WITH DISABILITIES SHALL BE PROVIDED FROM EACH ACCESSIBLE PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS NEEDED. NOTE. THESE STANDARDS/DETAILS ILLUSTRATE THE REQUIREMENTS OF THE STATE OF CALIFORNIA TITLE 24 HANDICAPPED ACCESS CODE ADOPTED BY THE DEPARTMENT OF THE STATE ARCHITECT AND ARE HEREBY REFERRED TO AS DSA. 1 " MI 11" TREA TREAD WID' WIDTH V 12" MIN. O{ NOTE 1: WHEN DOOR SWINGS ONTO LANDING - 42" MIN. PLUS DOOR WIDTH NOTE 2: VERTICAL RISE NOT TO EXCEED 30" BETWEEN LANDINGS. LANDING LENGTH AT LEAST AS WIDE rt� AS RAMP RUN INTERMEDIATE -'' LEVEL PLATFORM NON -SLIP WARNING STRIPE NOTE: TREAD INSET 21PROTECTION HANDRAILS AND RAMP EDGE - ARE NOT SHOWN IN 1 THIS DRAWING FOR CLARITY. RAILING POST GROUTED IN PLACE O� 1Ya" TO 1Y2"I PIPE PLACE 34" -4- TO 38" ABOVE THE TREAD n NOSING M W SEE HANDRAIL RETURN d r W FOR THE TERMINATION NOTE: REQUIREMENTS DEPENDING UPON CONFIGURATION OF CLEAR FLOOR SPACE, MAXIMUM HEIGHT OF GUIDE RAIL CENTERED STAIRS & HANDRAIL CONTROLS RANGES FROM 3'-8" AND THE AT 3"±1"HIGH RETURN12'-10". MINIMUM HEIGHT RANGES FROM 9" TO L ISOMETRIC I—, TYP STAIR. UNDER 3019 ABOVE GRADE 48" "W pe 3e CLEAR CLEAR FACE OF --POI E CURB STREET STREET FACE OF CURB TYP -v I W M R I R a IK) 3"±I" HIGH - WHEEL GUIDE Y8 SIDEWALK OBSTRUCTIONS 7 )RIZONTAL EXTENSION 12" MIN. M ''''' HORIZONTAL RAILING PROJECTION R * DK) T 00 RAMP SURFACE 0 R - URINAL ELONGATED T11, 6" 0 __� t o I I a _N /� a� RAILING POST C9 w GROUTED W v � U_ PLACE W � v)o GUIDE RAIL CENTERED AT 3"±1" HIGH a -''I ;" _ .. 4- GUIDE RAIL .','__'_:::1� n GUIDE RAIL ISOMETRIC HANDRAIL & CURB 1 _ 3"t1" I r°¢i I` HIGH o I ~ R WHEEL GUIDE "� a DETAIL WHEEL GUIDE COMPRESSED CARPET Y4" MAX. BELOW THRESHOLD FINISH FLOOR LEVEL Y4" MA . THRESHOLD f / ;/ f�'.'% /, %I`f f': / 2 ;r � 11 1i _ ' 4 }"MAX. 2" MAX. SPACING TO DOOR FOR LATCHING DOORS P , 1 1 PUSH BAR LL EXIT DEVICE E` LEVER TOGGLE `� PUSH/PULL 00 I PULL PUSH �o O its 04 6" 'ki z \ Z 2 2 Z_ X w ! iV z %- T �'�� N Proportions of the International Symbol of Accessibility ! 01- . 4 �1y2g fi:�' 6 / fCsl= a F-AIa 91dky,1 LANDING LENGTH AT LEAST AS WIDE AS RAMP RUN 2 SFF 2 \ f INTERMEDIATE LEVEL PLATFORM INTERMEDIATE TURNING PLATFORM F9 NOTE: Handrails and ramp edge protection are not shown in this drawing for clarity. O< RAMP ��. BOTTOM LEVEL PLATFORM RAMP WITH TURNING PLATFORM BOTTOM LEVEL -- " _"_� PLATFORM STRAIGHT RAMP RUN 1-1 6" MAX. 1' - 0" MAX. :::\ .1 ,, t�x�" 13 6 �,. Bry %f. 14 1V' MIN. CLEAR 4ff tt \ 3- 1!4"'1/2w Oy z sr" a . r- 11-4i x 0) w Ift I i� "i 1 .e (N . 1-1 )t it 4C �� GRAB r- a GL r 1342" MI .-�GRAB CLEAR FLOOR SPACE X2'-6"X4'-O" MIN. BOWL AND PIPES MUST BE CONTAINED WITHIN THIS AREA TOILET ROOM NAM • III MEN 11 VAN MEN's RESTROOM ACCESSIBLE ce;& OMEN +OMEN'S RESMOOM t. i . \ ti t L ' r1. it � i \ _ '1: 10" MIN. BOTTOM RAIL OR PROVIDE KICK PLATE RUBBER BUMPER ON CHAIR KICK PLATE NOTE: IF PANEL LENGTH IS GREATER THAN OR EQUAL TO 2'-0", THEN CLEAR FLOOR SPACES MUST BE 3'-O" WIDE. IF LESS THAN I'-5", THEN THE URINAL CLEAR FLOOR SPACE MIN. 30" WIDE. NOTE: 1. WATER CLOSETS /FLUSHOMETER VALVES TO BE NO GREATER THAN 1.6 GALLONSJFLUSH URINALS/FLUSHOMETER VALVES TO BE NO 2. GREATER THAN 1.0 GALLONSIFLUSH (HSC17921.3) X PUSH SIDE PI = S 1 Xa 12 in. (305 mm} if door has bath a closer and latch. N N 6 v 18" (4SS mm) NUN. 2,• (610 mm) PREFERRED z \E In N. So +_ L�nt_ I PULL SIDE FRONT APPROACHES - SWINGfNG DOORS E gu Q N� �+ (32 - 38 mm) (MAX. 36" ONLY WHEN TANK OBSTRUCTION CTIVATION SIDE MCD�N � 00 " ct� -�e Cif 00 0�} OQd',.I- CV N tis 0 CO co . cc T_ V_ LU , , ® 4) (a Co 0 I- LL tj;� t� 4 E_ � �� 11*1 3` r I '4 U � I � . � CA %11 0 '416 "i ft • hN REFLECTIVE PART 19" (485 mm) ,� OF MIRROR BOTTOM E E D 27" (685 mm} O z � 110 MIN. �� --- � E E o rn E LO CLEAR N <Z� �r,� cta SPA �� 1=ESS/C3 ��`�� V ' zp X - .X �� O L. , . �+�..� ��s It `c Q ;s '"''• N Z 1 [ (t C3 i 9" (230 mm) " 31-2. 0=., Q ® c)MIN. 30 mm � : � cS' / �,,. r 8" (205 rrlm 6" (150 mm) MAX. Sj, eT MIN. KNEE 17" {430 mm} TOE CLEARANCE ' CLEARANCE MIN. DEPTH Co yrig Architectural GRAPHIC Standards CD-ROM I A V A Tn P 11=S John Wiley & Sons, Inc. New York, NY 11 � Uff k A 11 " - - - - SHEET NO. M