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HomeMy WebLinkAboutMCUP 16-08; SILVA MARTIAL ARTS STUDIO; Administrative DeterminationI ! I CAL-GREEN NOTES 1-Entry doors and openings shall have non-absorbent floor and wall finishes within two feet. 2-Adhesives sealant and caulking shall comply with The Regional air pollution control or air quality management district rules or SCD 1168 LIMITS as shown in tables 5.504.4.1 and 5.504.4.2 in Division 5.5 of CalGreen. 3-Aerosol adhesive in small containers less than 1 pound and not more than 16 fluid ounces shall comply with statewide VOC standards. 4-Documents to be provided at the request of the enforcing agency; documents may include: a. Manufacturing product specification, b. Field verification of on-site product containers. 5-lnstallation of HVAC, refrigeration, and fire supression equipment shall comply with section 5.714.81.1 and 5.714.8.1.2. All HVAC, refregeration and fire suppression equipment to be installed do not have CFCs. -------------- / ~~-" ( ' . . ll~NJf A!fD \ SIG6 . :i I I ·c===~~ I -\ WHEEL STOP 1 ':, ~HE:/TTJ \(5~ Ll-\_ --1 \ 1\ PARKING SURFACE I '. SLOPE 2o/o MAX. _.J,. I PARKING SURFACE\ /•i IN BOTH DIRECTION ~ SLOPE 2% MAX. I / ' \. I IN BOTH DIRECTION\ ) '---I 1 .~, \ ~ 111 \ vb 11 1 I ' \/ I ' :_ /(\L--, :_ I I I \. ' I ' ', I ...._.....-._,\ I 1 ·.r,:=.:; I_ 11n ·, i.:i ~\_! , \ Ii''~\ , . tl'{J "fl-"®' i1~1 'v'.! I I \ '-L__),'0 \ : W1 ~ Utl)l \ ·-~ ~ J' l 9' \ 8' \ 9' J '---__ / i --------; ! EXIST. ----------J PARKING / i _______ j ! I ---------___; ! PATH OF TRAVEL ~ --i-,1,.-,LOPE 2% MAX. r----} ~ I i I i I \-..__) /) , 1----EXIST. 1 WALKWAY : SLOPE 2% MAX. I EXIST. PARKING EXIST. OFFICE r'· \ \ l I \ \ ! \ ' \ ' \ ' I \ \ STORM WATER QUALITY NOTES CONSTRUCTION BMP'S This project "shall comply with all requirements of the Municipal Permit issued by San Diego Regional Water Quality Control board (SDRWQCB) and Municipal Storm Water National Pollution Discharge Elimination System (NPDE5) Permit on January 24, 2007. (http://docs.sandiego.gov/munitode/MuniCode Chapterl4/Chl4/Ch14Art02Division02.pdf St Storm Water Manual http://www.sandiego.gov/devefopment-services/pdf/ news/stormwatermanual.pdf) Notes below represent key minimum requirements for construction BMP's. 1.The contractor shall he responsible for cleanup of ail silt & mud on adjacent street(s), due to construction vehicles or any other construction activity, at the end of each work day, or after a storm event that causes a breech in installed construction BM P's which may compromise Storm Water duality within any street (s). A stabilized construction exit may be required to prevent construction vehicles or equipment from tracking mud or silt onto the street 2.AII stockpiles of soil Sa/or building materials that are intended to be left for a period greater than 7 calendar days are to be covered. All removable BMP devices shall be in place at the end of each working day when 5 day rain probability forecast exceeds 40%. • 3.A concrete washout shall be provided on all projects which propose the construction of any concrete improvements which are to be poured in place on site. 4.The contractor shall restore all erosion/sediment control devices to working order after each run-off producing rainfal or after any material breach in effectiveness. 5 All slopes that are created or disturbed by construction activity must be protected against erosion and sediment transport at all times. 6.The storage of all construction materials and equipment must be protected against any potential release of pollutants into the environment. Updated 10/04/2014 ACCESSIBLE PATH OF TRAVEL (POT) AS INDICATED ON PLAN IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1 :2 MAX. SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" MAX. VERTICAL AND IS AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS SLOPE DOES NOT EXCEED 2Yo Arw &kBf JsIN THE DIRECTION OF TRAVEL IS LESS THAN 5 ° OTHERWISE INDICATED. (POT) SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (11338.8.2) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80" (11338.8.6). CONTRACTOR TO VERIFY THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL, AND THE PATH OF TRAVEL COMPLIES WITH CBC 11338. PATH OF TRAVEL \ i \ EXIST. OFFICE I \ I EXIST. OFFICE FIRE NOTES 1-Locations and classifications of extinguishers shall be in accordance with CFC 906 and California Code of Regulations (CCR), Title 19. 2-During construction, at least one extinguisher shall be provided on each floor level at each stairway, in all storage and construction sheds, in locations where flammable or combustible liquids are stored or used, and where other special hazards are present per CFC Section 3315.1. 3-Buildings undergoing construction, alteration, or demolition shall conform to CFC Chapter 33. Welding, cutting, and other hot work shall be in conformance with CFC Chapter 35. 4-Address identification shall be provided for all new and existing buildings in a location that is plainly visible and legible from the street or road fronting the property. Where access is by way of a private road and the building address cannot be viewed from the public way, an approved sign or means shall be used to identify the structure. Premises identification shall conform to CBC Section 501.2. 5-Wall, floor and ceiling finishes and materials shall not exceed the interior finish classifications in CBC Table 803.9 and shall meet the flame propagation performance criteria of the California Code of Regulations, 6-Title 19, Division 1. Decorative materials shall be properly treated by a product or process approved by the State Fire Marshal with appropriate documentation provided to the City of San Diego. ?-Dumpsters and trash containers exceeding 1.5 cubic yards shall not be stored in buildings or placed within 5 feet of combustible walls, openings or combustible roof eave lines unless protected by an approved sprinkler system or located in a Type I or IIA structure separated by 10 feet from other structures. Containers larger than 1 cubic yard shall be of non-or limited-combustible materials or similarly protected or separated. CFC 304.3 8-Exits, exit signs, fire alarm panels, hose cabinets, fire extinguisher locations, and standpipe connections shall not be concealed by curtains, mirrors, or other decorative material. 9-0pen flames, fire, and burning on all premises is prohibited except as specifically permitted by the City of CARLSBAD 10-The egress path shall remain free and clear of all obstructions at all times. No storage is permitted in any egress paths. EXIST. OFFICE ' -, I \ \ I \ ' ' I ' ' ·, ' \ \ I I I \J I I ', ', I i EXIST. PARKING \ ' I, f'.,, \ I \ ' I \ \ \ ' ' ' ' ' I \l_.--.------ I LO >-PALOMAR AIRPORT RD ~ LL SHT ih-~~~ z 0 ~ f-L--''-.L.."-L..LJ z z 1-SITE PLAN, DATA, SHEET SCHEDULE 2-FLOOR PLAN D1 DETAILS D2 DETAILS M1 MECH M2 MECH E1 ELECTRICAL E2 ELECTRICAL E3 ELECTRICAL SP1 SPEC SP2 SPEC GENERAL NOTES: 1 THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES: THE 2013 CALIFORNIA BUILDING CODE THE 2013 CALIFORNIA ELECTRICAL CODE THE 2013 CALIFORNIA MECHANICAL CODE THE 2013 CALIFORNIA PLUMBING CODE THE 2013 CALIFORNIA BUILDING ENERGY EFFICEINCY STANDARDS THE 2013 CALIFORNIA FIRE CODE THE 2013 CALIFORNIA GREEN BUILDING CODE 2 PROJECT SHALL COMPLY WI CALIFORNIA FIRE CODE 4 ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE 2 NO HAZARDOUS MATERIAL WILL BE STORED IN BUILDING EXCEED 2013 CBC 3 PROVIDE LEVER-TYPE HARDWARE FOR ALL DOORS 4 INTERIOR FINISH SHALL COMPLY WITH: 2013 CBC. 5 ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME- RETARDANT CONDITION 6 BUILDING OCCUPANT SHALL SECURE PERMITS REQUIRED BY THE FIRE DEPARTMENT FROM THE FIRE PREVENTION BUREAU PRIOR TO II OCCUPYING THIS BUILDING 7 THE CONSTRUCTION, REMODEL, OR DEMOLITION OF A BUILDING SHALL COMPLY WITH C.F.C. ARTICLE 87 8 THERE WILL BE NO CHANGE TO THE BUILDING SHELL, HVAC OR LIGHTING. 9 FLOOR AND WALL FINISH IN TOILET ROOMS ARE SURFACED W/ A SMOOTH HARD NON-ABSORBENT MATERIAL EXTENDING FIVE INCHES UP THE WALL SIMILAR SURFACING SHALL BE PROVIDED ON THE WALLS FROM THE FLOOR TO THE HEIGHT OF 4 FEET AROUND URINALS AND WITHIN WATER CLOSET COMPARTMENTS. 2013 CBC 10 SUSPENDED CEILINGS SHALL COMPLY W/CBC 2013 AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE BELOW THE SYMBOL OF ACCESSIBILITY SHALL STATE "MINIMUM FINE $250" IS REQUIRED ON PARKING SIGNAGE AT ACCESSIBLE PARKING AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE BELOW THE SYMBOL OF ACCESSIBILITY SHALL STATE "MINIMUM FINE $250" IS REQUIRED ON PARKING SIGNAGE AT ACCESSIBLE PARKING (CBC 11298.4) APN: 213-i162-i4--2:Ic -- --------· ··- LEGAL DESCRIPTIONc LOT 21 DF TOWERS AT BRESSI RANCH-PHASE 111 DOC 07-0667830 ... -...... -· .. . LOT 2, MAP 15630 IN THE CITY OFCi\Rl5ilAD, COUNTY Of-S'Aill DIEGO, STATE OF CALIFORNIA ADDRESS:---.. ---- -OWNER: ACCT INC EAST WEST CULTURE 6158 INNOVATION WAY CARLSBAD, CA 92009 EAST WEST CULTURE 6158 INNOVATION WAY CARLSBAD, CA 92009 CONTACT: Z ZHANG (858) 699-8283 LOT AREA: N/A (EXISTING) ZONING: COMMERCIAL OCCUPANCY GROUP: B DESCRIPTION OF USE: OFFICE PREVIOUS USE: B/M SPRINKLER: YES TYPE OF CONSTRUCTION: VB FLOOR AREA: 2425 SF OFFICE AREA: 1671 SF RESTRM AREA/CIRCULATION: 754 SF ----------- TENANT IMPROVEMENT AREA: 2425 SF DCC LOAD FACTOR 100 100 OCCLOAD 17 8 NO MODIFICATIONS TO THE STRUCTURAL SYSTEM OF THE EXISTING BUILDING WILL BE MADE WITH THIS PERMIT. SCOPE O~WORKS .. . .. .. A-NEW INTERIOR PARTITIONS, ELECTRICAL PARKING PROVIDED: 11 SPACES PARKtNG REQUIRED: 11 SPACES CITY OF CARLSBAD · 'S.~li!t.~~~~.t@!L CaseNo. UwP [b·O~ 1. ADD THE FOLLOWING NOTES ON THE SITE PLANS, IF APPLICABLE: "I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS TENANT IM- PROVEMENT PROJECT; I HAVE INSPECTED THE SITE/PREMISES AND DETERMINED THAT EXISTING CONDITIONS ARE IN FULL COMPLIANCE WITH CUR- RENT SITE ACCESSIBILITY REQUIREMENTS TO THE EXTENT REQUIRED BY LAW. SIGNATURE:~----------------DATE:. __________________ _ "I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS TEN- ANT IMPROVEMENT PROJECT; I HAVE INSPECTED THE PREMISES AND DETERMINED THAT EXISTING RESTROOM(S) SERVING AREA(S) OF AL- TERATION ARE ACCESSIBLE ACCORDING TO CURRENT REQUIREMENTS. SIGNATURE: ________________ _ DATE:. __________________ _ 2. ADD THE FOLLOWING NOTE ON PLANS, IF APPLICABLE: "IF THE BUILDING INSPECTOR DETERMINES NONCOMPLIANCE WITH ANY CURRENT ACCESSIBILITY PROVISIONS OF THE LAW. HE/SHE SHALL REQUIRE SUBMITI AL OF COMPLETE AND DETAILED PLANS TO THE PLAN REVIEW DIVISION OF THE DEVELOPMENT SERVICES DEPARTMENT FOR FURTHER REVIEW. PLANS MUST CLEARLY SHOW ALL EXISTING NON- COMPLYING CONDITIONS AFFECTED BY THE REMODEL (INCLUDING SITE PLAN, FLOOR PLANS, DETAILS, ETC.) AND PROPOSED MODIFICATIONS OF DEFICIENCIES TO MEET CURRENT ACCESSIBILITY PROVISIONS. THE PLANS MUST BE STAMPED BY THE FIELD INSPECTOR PRIOR TO SUB- MITTAL FOR PLAN REVIEW." STORM WATER QUALITY NOTES CONSTRUCTION BMP'S THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT: CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. SAN DIEGO REGION. ORDER NO. 2001-01, NPDES NO, CAS0108758. (AVAJLABLE AT: httpJ/www.swrcb.ca.gov/rwqcb9/programs/sd_stormwater.html) NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT AND MUD ON ADJACENT STREET(S), DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVl1Y, AT THE END OF EACH WORK DAY, OR AFTER A STORM EVENT THAT CAUSES A BREECH IN INSTALLED CONSTRUCTION BMP'S WHICH MAY COMPROMISE STORM WATER QUALITY WITHIN ANY STREET(S). A STABILIZED CONSTRUCTION EXIT MAY BE REQUIRED TO PREVENT CONSTRUCTION VEHICLES OR EQUIPMENT FROM TRACKING MUD OR SILT ONTO THE STREET. 2. ALL STOCKPILES OF SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT FORA PERIOD GREATER THAN SEVEN CALENDER DAY'S ARE TO BE COVERED. ALL REMOVABLE BMP DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS WHICH ARE TO BE POURED IN PLACE ON SITE. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES TO WORKING ORDER AFTER EACH RUN-OFF PRODUCTION RAINFALL OR AFTER ANY MATERIAL BREACH IN EFFECTIVENESS. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTMTY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. I I I I MCUP 16-08 <O cl st "' .... N -00 "' ~ w z 0 I Q. 0 (!) UJ 0 :i (/) LL. m f-5 (/) ,.: UJ UJ (l'. f-(/) 6 > z 0 u "' "' st st I-z w ~ w w> u~ LLC.. LL~ QI-z <( z w I- REVISIONS Date Scale Job z <( _J a.. w I--en Sheet l Of Sheets (j) 0 0 N (j) <) 0 <( re Cl) _J a:: <( () ~ s z 0 ~ 0 z z co l!) ..... co I ------------~---- j I I I ] ' I ! ' I I I ' I "'< 2'x4' SUSPENDED CEILING SYSTEM SEE2/D1~ ' I i i I I I I >< "'< ' i1 >< I I X I"< X X >< \ I I I ' ' 2x4 SUSPENDED CEILING SYSTEM SEE 2/D1 / • i ,,,--., I _, i "0./ i DRYWALL u \ .--' CEILING DRYWALL ! i CE!LING ' ' ' l i I CS) I I I ! ' >< I I I ~ i i r I i I I ' ' i i ! I ' I i i ' i X ' i -f I i ' I 0 I ~ I I 11 I i ii I I I! I I • ~ I 11 : i I l LJ ! ' I ' I ' 1 ! >< I i I I i I I I I I' I I X i i I I I I I I/ ' I I I I I~ o/ "'< ' I >< I ~ X ~ :< I "< I >< 0 I - "'< • X >< 0 0 I"'< I"'< "'< >< 0 0 \ \ I~ n n ~ • • ~ L_J " 0 0 I I 2'x4' SUSPENDED CEILING SYSTEM SEE 2/D1 REFLECTED CEILING PLAN SCALE 114" = 1'-0" RETURN AIR SUPPLY AIR EXISTING 2' x 4' FLUORESCENT LIGHTING FIXTURES TO REMAIN EXISTING HVAC REGISTERS (TO REMAIN) ALL HVAC EQUIPMENT IS EXISTING EXIST. MECHANICAL VENTILATION IN ALL ROOMS, CAPABLE OF SUPPL YING OUTSIDE AIR AT A MIN. RATE OF 15 CUBIC FEET PER MINUTE PER OCCUPANT, PER2010CBC EXHAUT FAN 125CFM ' N C - ( :;;:i wo:1 ' ct:t:li I O~i t;;;;:l ~!z/ ~O' Xa:i Wu..: ®I: Ii ... 5' 10" I -. 16' -4" GYM INSTRUCTION AREA 1,079.33 SF OFFICE/CONFERENCl=ROOM 32928 SF ~JrJ;-W1~~w ® 20' -7" ,. FLOOR PLAN SCALE 114" = 1 '-0" LEGEND: EXISTING WALL TO REMAIN 7'-4" ' I i® 8'-9" ---------------- . ® 5'-4" HALL 176.56SF LOBe¥ .. --- 286.28 SF ® 9' !c!JI I : !STORAGE I 72.5 SF j CHANGING ROOM 91.6 SF ' ' EXIST. STORE FRONT WINDOW 14'-7" j-.. I ro "' I "' ;..-, I "' j-.. I 0) ,. • -I -- NOTE B: 1 ALL EXIT DOORS ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. NO DEADBOLTS NO SLIDING BOLTS. ECT. PROVIDE A SIGN ON OR NEAR EXIT DOORS, READING "THIS DOOR TO REMAIN UNLOCKED DURING BUSSINESS HOURS" AT MAIN EXIT 2 SEPARATE PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENTS, AND ALL FIRE ALARM SYSTEMS SHALL BE SUBMITTED TO THE FIRE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. 3 NIA 4 PROVIDE A MINIMUM OF ONE 2A10BC CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR 5 INTERIOR FINISH SHALL COMPLY WITH: C.B.C. CHAPTER 8 6 ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME- RETARDANT CONDITION 7 BUILDING OCCUPANT SHALL SECURE PERMITS REQUIRED BY THE FIRE DEPARTMENT FROM THE FIRE PREVENTION BUREAU PRIOR TO OCCUPYING THIS BUILDING 8 THE CONSTRUCTION, REMODEL, OR DEMOLITION OF A BUILDING SHALL COMPLY WITH C.F.C. ARTICLE 87 9 ALL DOORS (NEW OR EXISTING) WILL BE 32" CLEAR MIN. 10 THERE WILL BE NO CHANGE TO THE BUILDING SHELL, HVAC UNIT 11 FLOOR AND WALL FINISH IN TOILET ROOMS ARE SURFACED WI A SMOOTH HARD NON-ABSORBENT MATERIAL EXTENDING FIVE INCHES UP THE WALL SIMILAR SURFACING SHALL BE PROVIDED ON THE WALLS FROM THE FLOOR TO THE HEIGHT OF 4 FEET AROUND URINALS AND WITHIN WATER CLOSET COMPARTMENTS. SECTION 807. 12 SUSPENDED CEILINGS SHALL COMPLY WICBC 2007 13-PROVIDE TEMPERATURE MIXING VALVE AT EACH PUBLIC USE LAVATORY TO LIMITED TEMPERATURE TO 120 DEG MAX. "WATTS" 1/2" LFMMVM1-UT MIXING VALVE SKU# 0559116 (THE WATER HEATER THERMOSTAT MAY NOT BE USED FOR COMPLIANCE WITH THIS CODE SECTION.) NOTES: CD EXISTING ELECTRICAL PANEL ® NIA 0 EXISTING STOREFRONT WINDOW © WATER HEATER FLOOR DRAIN I-z w ~ w ® w> (f) 30" WIDE, +27" HIGH 19" DEEP KNEE SPACER u~ TOP OF TABLE, 28" TO 34" 36"WIDE, ® 112" THICK TEMPERED GLASS WINDOW INSTALL GLASS HEADER ABOVE OPENING DETAIL 3/D1 DOOR SCHEDULE ® EXISTING DOORS 3'-0"x6'-8" MIN. 0 NEW DOOR 3'-0"x6'-8" MIN. WI CLOSURE HARDWARE PROVIDE LEVER-TYPE HARDWARE FOR ALL DOORS ® NEW DOOR 3'-0"x7' MIN. 112" TEMPERED GLASS PROVIDE LEVER-TYPE HARDWARE FOR ALL DOORS MECHANICAL NOTES: 1-PROVIDE ULTRA LOW FLUSH TOILETS, AND MAXIMUM 2.2 GMP FLOW ON FAUCETS. 2-PROVIDE EXPASION TANK OR OTHER APPROVAL METHOD OF RELIEVING PRESSURE (SEC 608.3 CPC) 3-WATER HEATER/BOILER IS ON CALIFORNIA ENERGY COMMISSION (CEC) LIST 4-AUTOMATIC TRAP PRIMING FOR FLOOR DRAIN 5-ALL EXHUAST FAN ARE MIN. 10' AWAY FROM ANY AIR INTAKES, A.C. UNITS ETC .. ----------- LLa.. LL~ QI-z REVISIONS Date Scale Job z <( __. a.. 0:: 0 0 __. LL. Sheet 2 Of Sheets ------ <( z w I- 0) 0 0 N 0) <( () 0 <( m Cl) ...J ct: <( () lL ~ I- ::, Cf) ,.: U1 U1 I:'= Cf) ~ z 0 u "' "' ..... ..... ~ $ z 0 f-~ 0 z z co LC) ..--co I #10 SCREWS AT EA. RAFTERS EXIST. ROOF FRAME -~---.ltl..--~l:::;::t-3-#10 SCREWS ~ AT EA.STUDS 3 5/8" --r--..::,... BRACING TO ROOF STRUC. #10SCREWS AT 48" O.C. (45 DEG.) AT@12"0C ---~r'--METAL STUDS@ 24" OC W IND OW----25 GA., ICC# ER-4943P FRAME DETAIL -----3/8" EXPANSION BOLTS @ 18" oc EXISTING RAFTERS OR BLOCKING i ' EXIST. ROOF FRAMING 3-#10 SCREWS AT EA. STUDS--------.. I ' !~ I . PROVIDE ADD. METAL ~ SEE NOTESc7,8,9 . /~. ON DETAIL2/D1-t1:s:n"•~'fl: /=~ \. I SUSPENDED . / CEILING SYSTE~ WHERE OCCURS I STUDS @48" O.C. I WHERE CEILING SPAN i OVER4' : y 3-#8 SCREWS INTERIOR PARTITION TYP. PER DETAIL 1 3-#8 SCREWS ! @ EA. STUD\ @ EA. STUD ; 3-#8 SCREWS ------------r::~+~( j: ~ ~5/8"GYP.B~ J 3 5/8" METAL STUDS @ 24" OC 25 GA., ICC # ER-4943P DRYWALL CEILING i i .~ 3 5 EXISTING RAFTERS OR BLOCKING 3-#10 SCREWS AT EA.STUDS "-EXISTING ROOF FRAME"- ' 0 I ;,. I I I ' ' 0 0 0 ;,. ~ 0 0 I 0 0 - 0 0 0 0 6! ! 6 . I <l ! I' 6. 6,. ' ·4 3 #10 SCREWS TO ROOF STRUCT. ~ EXIST. SUSPENDED CEILING 6. IL\ \ 3 5/8" METAL STUDS RUNNER 3 5/8" METAL STUDS @24" OC 25 GA., ICC # ER-4943P 5/8" GYP. BD. BOTH SIDES 1-1/2" DRYWALL SCREWS@ 6"0.C. 3 5/8" METAL STUDS@ 24" OC 25 GA., ICC # ER-4943P 5/8" GYP. BO. BOTH SIDES 1-1/2" DRYWALL SCREWS@ 6"0.C. METAL STUDS RUNNER 1W ACTUATED FASTENERS @24" -----RAMSET/RED HEAD, 0.109" DIA. 1-3/4" EMBEDED IN TO EXIST. CONG. O.C -ICC# ER-1799 -----EXISTING CONG. SLAB 'to. 'Q -A ! ·6 TYP. INTERIOR PARTITION 1 1-ALL SPLAY & HANGER WIRES SHALL BE 12 GA. WI MIN. OF 3 TURNS WITHIN 1-1/2",U.O.N. & WITHIN 2" FROM CROSS RUNNER INTERSECTION, & 90 DEG. FROM EACH OTHER AT AN ANGLE NOT TO EXCEEDING 45 DEG FROM THE PLAN OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACE 12' ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EA. WALL. 2-PROVIDE PERIMETER WIRES 8" OUT FROM THE WALLS 3-COMPRESSION STRUT ATIACHED FROM BOT. OF STRUCTURE TO CEILING GRID. FIRST STRUT 6' FROM WALL. STRUTS 1' TO 4' LONG: 25 GA. MLT. STUDS W/ 7/8" FLANGE 4'TO 8' 25 GA. MTL. STUD W/ 1-5/8" FLANGE, W/ 1/2" LIPS. 4-SPACE COMPRESSION STRUTS 12' 0.C. A""---MAIN RUNNERS AT 4 WAY SPLAY WIRES SEE NOTE #1 ------------~ COMPRESSION STRUT SEE f::!OTE #3 ~l 2 HANGER WIRESATIACHED ,, "'\"a,,~ TO FIXTURE (MAY BE SLACK) 4'-0" O.C. TYP. HANGER WIRES AT FIXTURE PANEL TO BE 3" OFF FROM EA. CORNER ---.c=-12 GA. WIRE. PROVIDE PERIMETER VERTICAL WIRE 8 INCH OUT FROM THE WALL ----HANGER WIRES AT 4'-0" TYP. ---------TYP. CROSS RUNNERS 6-ALL CEILINGS SHALL USE A HEAVY DUTY T-BAR GRID SYSTEM. 7-THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2 INCHES. 8-IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATIACHED TO THE CLOSURE ANGLE 9-THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 3/4" CLEARANCE FROM THE WALL AND SHALL BE RESTED UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE OR LISTED ASSEMBLY. 10-LATERAL FORCE-BRACING MEMBERS FOR A SUSPENDED CEILINGS SHALL BE A MIN. OF 6" FROM ALL HORIZ. PIPING OR DUCT WORK NOT PROVIDEED W/ BRACING RETRAINTS FOR HORIZ. FORCES. BRACING WIRE WIRE SHALL BE ATIACHED TO THE VGRID AND STRUCTURE AND SHALL SUPPORT A DESIGN LOAD THE GREATER 200 POUNDS OR THE ACTUAL LOAD, WITH A SAFETY FACTOR OF 2 CEILING DETAIL 2 --------------------·--- I I "' " 0 " a, ,__ N co "' ~ w z 0 I a. ~ ~ ~ N a, <( z a:: 0 LL ::J <( () 0 (9 w ci z <( en LL "" w t:: => en ,.: w w a:: t-(/) >-0 > z 0 () "' "' ... " I-z w ~ w w> u~ u._C.. 11 ~ QI-z <( z w I- REVISIONS Date Scale Job (f) _J j:: w 0 Sheet Dl I Of Sheets en 0 0 C\I en <( (.) 0 <( £Il en _J c::: <( (.) ~ s z 0 I-<( > 0 z z co LO ..-c.o TABLE 19" MIN. KNEE SPACE U NAU THO RIZED 1/i:HIClli PARKED IN DESICNA1tD ACCESS1i1LE SPACES NOT IllSi>LAVINC IlllllNCUISHINC PLACARDS OR Si'ECIAI. SIGN SHALL DE 12"xlli" AND CONSTRUCTED Of 08 ALUt'ilNU/''s DER R'X> (CAJ SD STANDARD DRAWING ----._ SIGN SHALL BE 12'\el" AND CONSTRUCTED Of 08 ALUt'ilNUt'i Prn R991l (CAJ SD STANDARD DRAWING 0, PAIRIKIIN ONILV T70 12" Q ~OMEN MEN )., ~ o; 12· UNISE~ SIGN SHALL BE 18"x24" AND CONSTRUCTED OF 08 ALUMINUM PER R100B (CA) SD STANDARD DRAWING ---...._ -.............. I'-- LICENSE PLATE ISSUED FOR '"RSONS WITH IlllAUmES WILL ilE TOWED AWAY AT TH:E OWN:Elti :EXP'ENS:E SIGN SHALL llE 12'\el" AND CONSTRUCTED Of 08 J\LUt'ilNUt'i PER 2&1l (CAJ SD STANDARD DRAWING MINIMUM FINE $250 DOOR MOUNTED SIGNAGE (TYP.) NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR-MOUNTED SIGNAGE TOWED VEHIClli /"\AV ilE C!Al/'\ED AT OR ~VTELEPHONINC NOTES: !\.· SIGNJ\GE TO COt'iPLY W/ R99, R1001l, R99D & t'i-281\&ll SD SANDARD Dlll\WING VAN ACCESSIBLE WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF ACCESSIBLE KNEE SPACE 7 f.F. ll.-/\LL SIGNS TO DE WHITT ON llLUE MCKGROUND PORCELAIN ON STEEL OR REFLECTORIZED J\LUt'ilNUl'I SIGN C.-SIGNJ\GE TO DE INSTJ\LLED PER t'i-1,5 SD STANDARD DRAWING ACCESSIBLE PARKING ENTRANCE SIGN 5 ACCESSIBLE PARKING SIGN NOTES: MAXIMUM EFFORT TO OPERATE EXTERIOR AND INTERIOR DOORS SHALL NOT EXCEED 5 POUNDS, WITH SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOOR JlllD: I. 1/t llmlll.TWI. 11£11;1« Willi I/( .UWIU WIIDL owa: Al lDG(. 2. I : 1 !lLffD IIDO. fiCOURfll f LOO. Clwa IS IMR I/• \'OillCM. LOO. OWtGE. 1 1/f MA1IIAIII 'i£RIDL INl QWQ:. fll. IUXII LOO. 2. Gl'IIWl£ fRCII llSllE IIIIHl,U USE Of m OR SP£cw.. IQtOll.fllCE GIi llRll!l. 1 GftJlllllE Br 5IIQ.£ trfClllT l.£ifll-1lPE 111.w:E (HOT ~ GllifttG). .. IIIUIIID) '$ 10 4'[. S. M,IXIIA.II U 1.115. £mll!I' TO CftlW[ EXiCllMII DOOR, $ 1115. FOIi IIIUlal. TOILET ROOM FIXlURES AND ACCESSORIES 1. 11-E HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP OF THE TOIi.ET SEAT. 2. PROVIDE 18 INCHES FROM THE CENTER LINE OF TI-IE WATER CLOSET TO THE ADJACENT WALL 3. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR lWISTING OF THE WRISI'. CONTROLS FOR THE FLUSH VALVES StWl BE MOUNTED ON THE WIDE SIDE OF THE TOIi.ET AREAS, NO MORE THAN 44 INCHES AP01E THE FLOOR. THE FORCE REQUIRED TO ACllVAlE CONNOLS SHAU. BE NO GREATER THAN 5 POUNDS. 4. \'I/HERE URJNALS ARE PROVIDED. AT LEAST ONE SHAll HAVE A CLEAR SPACE 30 INCHES 'MOE X 48 INCHES LONG IN FRONT OF THE URINAL. 5. WERE URINALS ARE PROVIDED. AT I..ESf ONE WITH A RIM PROJECTING A MINIMUM OF 14 INCHES FROM lHE WALL ANO A MAXIMlM OF 17 INCHES N30VE THE FLOOR SHALL BE PROVIDED. 6. URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHAU. NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISl1NG OF THE WRIST AND SHALL BE MOUN'IED NO MORE THAN 44 INCHES >BCNE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER FOOT. 7. A CLEAR FLOOR SPACE 30 INCHES WIDE X 48 INCHES LONG SHALL BE PROVIDED IN FRONT OF A LAVATORY TO AUOW A FORWARD APPROACH, SUCH CLEAR FLOOR SPACE SHAU. ADJOIN OR OVERLAP AN ACCESSIBLE ROlJ1E AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH lHE LAVATORY. 8. LAVATORIES SHAll BE MOUNTED WITH A CLEARANCE OF AT I.WT 29 INCHES FROM THE FLOOR TO THE BOiTOM OF THE APRON WITH KNEE C1.EARANCE UNDER THE FRONT UP EXIENOING A MINIMUM OF 30 INCHES IN WIDTH WITH 6 INCHES MINIMUM DEPTH AT TI-IE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH ANO SHALL BE A MINIMUM OF 9 INCHES HIGH FROM TI-IE FLOOR AND A MINIMUM OF l 7 INCHES DEEP FROM lHE FRONT OF THE LAVATORY. 9. A PROJECTION OF A LAVATORY BOWL INTO THE 8 INCH CLEAR SPACE. THEREBY REDUCING TI-IE CU:AR HEIGHT BELOW TtE LAVATORY TO NO LESS TI-Wl 27 INCHES AT 8 INCHES BACK FROM THE APRON. MEEl'S THE REQUIREMENT FOR PROVIDING KNEE CLEARANCE. THE MAXIMUM HEIGHT OF 34 INCHES SIW1 BE MAINTAINED TO lHE TOP OF lHE COlMEllTOP OR LAVATOfN BOWL RIM If THE LABORATORY IS A DROP -IN MODEL, WHICHEVER IS HIGHER. 10. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHAU BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR NJllMIVE SURFACES UNDER IAVATORIES. F.f. 4 MOUNT AT 60" TO CENTERLINE F""'-S DOOR CLEAR OF DOOR-S1MNG ~ OF SIGN FROM FLOOR UPPERCASE CHARACTERS --J'---l-l HEIGHT OF LETTERING 5/8" MIN. TO 2" MAX -i-----u LETTERING RAISED 1/32" CORIRESPONDING 000 GRADE 11 BRAILLE O O LOCATE 3/8" MIN, 1/2" \:::=========/ MAX.UNDER LETTERIN TYP. RESTRM DOOR SIGNAGE 17 UNISEX SANITARY FACIUTIES SHALL BE IDENTIFIED BY A ORCLE y"4" TI-IICK, 12" OIAMETER, wrnf A V.." THICKlRIANGLE SUPERIMPOSED ON THE CIRCLE AND wmtlN THE 12" OIAMElER. CBC 2013 18 GEOMEIRIC (ORCLE AND TRIANGI.E) SYMBOLS ON SANITARY FACIUIY DOORS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60P AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM lHE COLOR AND CONTRASI' OF THE DOOR. CBC 2013 19. ADDITIONAL SIGNAGE REQUIREMENTS: RAISED LETIERS SHA1.L BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAIU.E IN CONFORMANCE WITH SECT 11MB CBC20131HEV SIW.l BE INSJALLEO ON Tl£ WALL ADJACENT TO 1HE LATCH OUTSIDE OF 1HE DOOR. WHERE THERE IS NO WAl.l SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. PREFERABLY ON THE RIGHT. MOLM1NG HEIGHT SHALL BE 60 INCHES ABOVE THE FINISH FLOOR TO 1HE CENTERLINE OF lHE SIGN. MOUNTING LOCATfON SHALL BE DElERMINED SO lHAT A PERSON MAY APPROACH Wl1HIN 3 INCHES Of SIGNAGE WJfHOUT ENCOUNTERING PROTRUDING OBJECTS OR Sl'ANOING WITHIN THE SWING OF A DOOR. CBC 2013 - 1. GRAB BARS SHALL BE LOCATED ON EACH SIDE, OR ONE SIDE ANO THE BACK OF THE ACCESSIBLE TOIi.ET STAU. OR COMPARIMENT ANO SHALL BE SECURELY ATTACHED 33 INCHES APJ:NE AND PARAU.El TO THE FLOOR. SEE NOTE 8 BELOW FOR ADDITIONAL INFORMATION. 2. GRAB BARS AT THE SlDE SHALL BE AT LEAST 42 INCHES LONG WITH FRONT END POSITIONED 24 INCHES IN FRONT OF THE WATER CI.OSET STOOL AND CRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36 INCHES LONG. 3. 1HE OUl'SIDE DIAMETER OR WIDTH OF THE CRIPPING SURFACES Of A CRAB BAR SHALL BE 1 V.. INCHES TO 1 1h INCHES OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. 4. IF THE CRAB-BARS ARE MOUNTED ADJACEN1' TO A WALL. THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE l * INCHES. 5. A GRAB BAR ON Atff WAil. OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF AWf SHARP OR ABRASIVE B.EMENTS. 6. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 7. EDGE$ SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH. 8. WHERE TANK n'PE WATER CLOSETS ARE USED, GRAB BARS MAY SE INSTAU.ED AT +36" A.F .F. DOOR-MOU SIGNAGE 60" Kla<PLATE PER DETAIL 4/S-01 1 17" min • X <{ 2 "' ~ I z Se -" ~ (0 ~ NTED 11. FAUCET CONlROLS AND OPERATING MECHANISMS SHAU. BE OPEAABl.E WITH ONE HANO AND SIWl NOT REQUIRE TIGHr CRASPING. PINCHING OR 'IIMSTING OF THE WRIST. lHE FORCE REQUIRED TO ACTIVATE CONTROlS SHALL BE NO GREATER 'THAN 5 LBS. I.EVER- OPERATED, PUSH-lVPE AND ElECIRONICALLV C0NTR0U.ED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE AUDN, IF 11-E FAUCET REMA.INS OPEN FOR AT LEAST 10 SECONDS. 12. M~ SHAlL BE MOUNlED WITH THE BOTTOM OF THE MIRROR'S REFLECTIVE, SURFACE AT NOT MORE THAN 40" INCHES FROM THE FLOOR. 1-1/4"- TO 1-1/2" ~-····· -. . ..................... , .............. r··-· • '--c . DOOR DETAIL 13. LOCATE TOWEL, ~/TARY NAPKIN, AND WASTE RECEPTACLES WITH All OPERAB1.E PARIS NOT MORE THAN 40 INCHES FROM THE FLOOR. 14. LOCATE TOILET TISSUE DISPl:NSERS ON THE WAl.l WITHIN 12 INCHES OF THE FRONT EDGE OF THE TOILET SfAT, CONTlNUOllS ROLL DISPENSER IS REQUIRED. 15. GRAB BARS, TUB AND SHOWER SEATS, FASl'ENERS AND MOUNllNG DEVICES SHALL BE DESIGNED FOR 250 LB. PER LINEAR FOOT LOAD. 16. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD. NONABSORBENT SURFACE SUCH AS PORTlAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MAtERIAL WHICH EXTENDS UPWARD ONTO THE WAU.S AT LEASI 5". WAllS WITHN WAJER CLOSET COMPAR'JMENTS AND WAU.S WITHN 24" OF THE FRONT AND SIDES OF URINALS SIW1 BE SIMllARLY FINISHED TO A HEIGHT OF 48" AND, EXCEPT FOR SJRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WAllS SHALL BE A TYPE WHICH IS NOT ADVERSELY AFFECTED BY a~;;;3 ROOM DETAIL 1-1/2'" NOMINAL DIAMETER WALL ---...t SECTION THROUGH TYPICAL GRAB BAR ---------------- -C: --E • • • • • • . • • . • . • • . . __,___ ...... I • . E . clear = . ro -floor -. space . . -. -. ............... 4 ......... • E ...... II ... 19" min. ** ' 48" min. Plan 4j-1" I I I I ' ~ 1 I [ ( 57-4" 8 \,, ~ I ~·/ \ 5' 5' EXIST. ' "( EXIST. MEN WOMEN NI~ \ ~ ~ 1 I \ I ' I I = ' I 6'-3" " RESTRM PLAN 3 SCALE 1/4" = 1'--0" 2"]] -::;c ' ATOR f!,USH ACT1V ON W SIDE IDE CENTERLINE OF FIXTURE CENTERLINE Of FIXTURE 5' ~d 18" MIN . :07 CJ 7' /1 \· -' ~ -\ . I 'l _,,~·{' \ ..,. { ::;c -<( • ,.,_,(d N ' 00 ~ ~ u I \{~v.-I I / I 18" \32• MIN MIN. LEAR - C: C: c' .E .E .E f... ~ N Knee Clearance s· min. 6" max. 17" min. 2 co ~ z 2 'io ---' s-- X <{ 2 (0 I z :,, 'r-- ~ I i< C: .E ~ 0 (!) w i5 ~ rn LL .. w t: :::, rn ,-.: w w Cl'. I-rn 6 > z 0 0 "' "' ..,. ..,. I-z w ~ w w> u~ LL Cl. 11 ~ Qi-z REVISIONS Date Scale Job en .....I -~ w 0 Sheet D2 Of Sheets <( z w I- O') 0 0 N O') < (.) ci < cc (/') ...J 0::: < (.) i z 0 I-< 6 z z co l.O -.- (0 BRANCH DUCT 3/8" SQUARE ROD CLINCH COLLAR MAIN DUCT VOLUME DAMPER WITH LOCKING TYPE INDICATOR QUADRANT AND SADDLE TO CLEAR INSULATION 0.25W', 4" MINIMUM ~ '-45° ~f-..---=--L~-----l r SUPPLY\ AIRFLOW w I RETURN/EXHAUST -1------A-IR_F_Lo_w ___ --l NOTES 1. USE FOR SYMBOL.J....WHERE BRANCH DUCT AIR QUANTITY IS LESS THAN 1000 CFM. 2. NOT TO BE USED AS SUBSTITUTE FOR ELBOW. CD RECTANGULAR DUCT ANGULAR TAP WITH VOLUME DAMPER 1 NOT TO SCALE 0.350', 4" MINIMUM ----. ROUND VOLUME DAMPER WITH LOCKING TYPE INDICATOR QUADRANT AND SADDLE TO CLEAR INSULATION (TYP) ---------- ! I \ D' I I I _j -'-=------:\ r'-cr"-1 _ __,, SHEETMETALOR~ / FLEXIBLE BRANCH DUCT AS SPECIFIED CONICAL -/ TAP __/ 3/8" SQUARE ROD SUPPLY AIR (TYP) MAIN DUCT END BEARING -~ (TYP) >-S __J 0 0.. __J 0.. LL :J 0:: Cl) <!. 45° LATERAL TAP I \ -1 I D' ~--\ -'n-'--/--' _J NOTES 1. USE FOR SYMBOL ..l...WHERE BRANCH DUCT AIR QUANTITY IS LESS THEN 25% OF THE TOTAL AIR FLOW. 2. DEPTH OF MAIN DUCT MUST BE 2" LARGER THAN CONICAL DIAMETER. ® ROUND DUCT CONICAL/LATERAL TAP WITH VOLUME DAMPER 2 NOT TO SCALE SHEET METAL STRAP (2" WIDE) SQUARE TO ROUND TRANSITION 45° ATTACH TRANSITION TO CEILING -~ DIFFUSER W/ SHEET METAL SCREWS MIN. ONE PER SIDE. SEAL WITH DUCT TAPE SECURE WIRE TO STRUCTURE ABOVE ACOUSTICAL FLEX. DUCT SECURE FLEX DUCT TO SPIRAL DUCT WITH STEEL DRAW BAND. PROVIDE BAND TO PREVENT IT FROM SLIPPING ----~--- 3 SHEET METAL SCREWS AROUND DRAW OFF SEAL WITH DUCT TAPE. (TYP.) BALANCING DAMPER I \ \_ SPIRAL LOCK SEAM DUCT 6,, MIN. (7'-0" MAX. LENGTH) EARTHQUAKE TABS / TO STRUCTURE ABOVE +~====~==~lli~==========="=~===========t CEILING~ NOTE: RETURN AND EXHAUST GRILLES SIMILAR. ®CEILING DIFFUSER CONNECTION DETAIL NOTTO SCALE -----------------····------------------- GENERAL NOTES 1. ALL DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS PRIOR TO ANY CONSTRUCTION, INCLUDING ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL. ANY APPARENT DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR TO START OF CONSTRUCTION SO A CLARIFICATION MAY BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER. 2. DUCTWORK, PIPING AND CONDUIT, AS SHOWN ON DRAWINGS, IS SCHEMATIC AND SHALL BE FABRICATED AND INSTALLED BASED ON ACTUAL FIELD MEASUREMENT. COORDINATE WITH OTHER TRADES AS REQUIRED. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND PROVIDE REPAIR OF ADJACENT EXISTING SURFACE, AREAS, AND PROPERTY THAT MAY BE DAMAGED AS A RESULT OF ANY DEMOLITION AND/OR NEW WORK. 4. CONTRACTOR SHALL VISIT THE SITE, AND SHALL FULLY INFORM HIMSELF/HERSELF OF ANY PECULIARITIES OR LIMITATIONS OF THE SPACES AVAILABLE FOR THE INSTALLATION AND ARRANGEMENT OF THE PIPING AND EQUIPMENT WHERE CONFLICTS WITH OTHER TRADES OR IN THE EVENT CHANGES IN THE INDICATED ARRANGEMENT ARE DEEMED NECESSARY THEY SHALL BE MADE WITHOUT ADDITIONAL CHARGES PROVIDED THE CHANGE ARE IDENTIFIED PRIOR TO WORK BEING PERFORMED AND NO EXTRA COST IS INVOLVED. 5. HANDLE, STORE AND INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS. 6. SEISMIC: ALL PIPES, DUCT AND CONDUITS SHALL BE SUPPORTED AND BRACED PER SMACNA GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEM AND PLUMBING PIPING SYSTEM. 7. ALL WORK SHALL BE IN ACCORDANCE WITH CITY CODES, CALIFORNIA ENERGY CONSERVATION STANDARDS, TITLE -24, AND ALL OTHER APPLICABLE CODES. 8. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE LATEST REQUIREMENTS OF SECTIONS 118, 123, & 124 ENERGY EFFICIENCY STANDARDS AND TABLE 6-D OF THE UNIFORM MECHANICAL CODE. 9. ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS OF SECTION SECTION 111 -113, 115, 120 -129 OF THE ENERGY EFFIClENCY STANDARDS. 10. ALL HVAC SYSTEMS SHALL MEET THE LATEST CONTROL REQUIREMENTS OF SECTIONS 112 & 122 ENERGY EFFICIENCY STANDARDS. 11. AIR FILTERS SHALL BE A STATE FIRE MARSHAL APPROVED AND LISTED TYPE. PREFORMED FILTERS HAVING COMBUSTIBLE FRAMING SHALL BE TESTED AS A COMPLETE ASSEMBLY. AIR FILTERS IN ALL OCCUPANCIES SHALL BE CLASS 2 OR BETTER (AS SHOWN IN THE STATE FIRE MARSHAL LISTING). AIR FILTERS SHALL BE ACCESSIBLE FOR CLEANING OR REPLACEMENT. 12. THE EXISTING UNDER FLOOR SMOKE DETECTORS SHALL BE USED TO SHUT-DOWN THE COMPUTER ROOM A/C UNITS. 13. MATERIALS EXPOSED WITHIN A DUCT OR PLENUM SHALLCOMPLYWITH SECTION 601.3 OF THE UNIFORM MECHANICAL CODE. 14. INSULATION AND MATERIAL ASSEMBLY OF WALLS, ROOF AND FLOOR SHALL MEET THE LATEST REQUIREMENTS OF SECTIONS ENERGY EFFICIENCY STANDARDS. 15. PROVIDE SMOKE DETECTORS AT AIR MOVING SYSTEM EXCEEDING 2000 CFM AT SUPPLY AIR DUCTS. 1/4"0 SET SCREW 1"x1/8" GALVANIZED STRAPS SPOT WELD TO BLADE 16 GAUGE GALVANIZED BLADE SECTION A-A 3/8" SQUARE ROD A L VENTLOCK NO. 607 END BEARING FOR INSULATED DUCT ---_/ INDICATING HANDLE VENTLOCK NO. 609 END BEARING -----------GASKET (TYP-2) A J VENTLOCK NO. 638 REGULATOR FOR INSULATED DUCT, VENTLOCK NO. 635 FOR UNINSULATED DUCT. ©~~~~~ VOLUME DAMPER LOW PRESSURE UP TO 14" -------------------- l ' I SYMBOL 1/////1 t/////l 1 ) p ~ ~ 1--C 1--CD--I l/////1 )/)//\ ~ \JI/ ( 1-20 ) [:-----, MECHANICAL LEGEND ABBREV. VD CFSD SA SA RA EA CD POC POD CAC CFM CLG CONT DN EXH (E) FLR OA RA SA TYP DESCRIPTION SINGLE LINE DUCTWORK, NEW SINGLE LINE DUCTWORK, EXISTING DUCTWORK TO BE REMOVED DUCTWORK WITH ACOUSTIC LINING VANED ELBOW (SEE DETAIL) RADIUS ELBOW TEE-WYE FITTING SEE DUCT DETAILS FOR TYPE OF BRANCH CONNECTION FLEXIBLE DUCT ROUND VERTICAL DUCT DROP ROUND VERTICAL DUCT RISE VOLUME DAMPER IN DUCT COMBINATION FIRE AND SMOKE DAMPER IN DUCT CEILING DIFFUSER, THROW PATTERN 4-WAY, WITH DIFFUSER TAG CEILING DIFFUSER, THROW PATTERN 2-WAY, WITH DIFFUSER TAG RETURN REGISTER, WITH REGISTER TAG EXHAUST REGISTER, WITH REGISTER TAG CONDENSATE DRAIN NEW PIPE WITH DIRECTION OF FLOW EXISTING PIPING REMOVE EXISTING PIPING EQUIPMENT TAG,,DESCRIPTION EF, MARK NUMBER 2_, CEILING DIFFUSER/REGISTER TYPE "A", 100 CFM AND 8" x 8" NECK SIZE 8~~8~~TtYNA~~BLE AIR VOLUME BOX TAG, POINT OF CONNECTION POINT OF DISCONNECTION CAP AND SEAL DUCTWORK THERMOSTAT, DESCIPTION FOR AC UNIT 1-15 COMPUTER AIR CONDITIONING CUBIC FEET PER MINUTE CEILING CONTINUATION DOWN EXHAUST EXISTNG FLOOR OUTSIDE AIR RETURN AIR SUPPLY AIR TYPICAL ---------- u.i z 0 I u. lL "' w >--5 (1) tii" w (l'. >--(1) b > z 0 () "' "' :::; I-z w ~ w w> u~ I I a.. ~ I I - QI-z REVISIONS Date Scale Job ....J <( 0 z <( I 0 w ~ Sheet Ml Of Sheets <( z w I- 0) 0 0 N 0) <( () 0 <( CD Cl) .....I 0::: <( () ~ s z 0 ~ 0 z z co LO T"" CD - - I MECHANICAL NOTES 1.DUCT SYSTEMS SHALL BE SIZED IN ACCORDANCE WITH CHAPTER 17 OR BY APPROVED METHOD, REF. TO SECTION 601.2 CMG 2. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED AND TESTED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY SMACNA AND2010CMC 3. ALL DUCTWORK AND PIPING SHALL BE INSULATED CONSITENT WITH THE REQUIREMENTS OF SECTIONS 118,123,124 TITLE24 ENERGY STANDARDS. AND TABLE 6-6A & 6-68 OF CMG. 4. SUPPLY AIR, RETURN AIR, AND OUSIDE AIR FOR HEATING AND COOLING SYSTEMS CONSTRUCTED OF METAL PER SECTION 602.1 CMG 5. ALL DOORS AND WINDOWS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER SECTION 116 E.E.S. 6. ALL HVAC EQUIPMENT SHALL MEET THE CONTROL REQUIREMENTS PER SECTION 112 & 122 E.S.S. 7. ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS PER SECTION 111-113, 115 & 120-129 E.S.S. 8. ALL HVAC SYSTEMS SHALL MEET THE VENTILATION REQUIREMENTS PER SECTION 121 E.S.S.-2008 9. PROVIDE SMOKE DETECTORS AT HVAC EQUIPMENT EXCEEDING 2000 CFM @ SUPPLY DUCT. (S) -- J • [SJ [SJ [SJ -[SJ [SJ -- - ' ---·---- MECHANICAL PLAN SCALE 1/4" = 1'-0" RETURN AIR SUPPLY AIR GENERAL NOTES: EXIST. HVAC UNIT MECHANICAL VENTILATION WILL BE PROVIDED CAPABLE OF SUPPLYING OUSIDE AIR AT A MIN. RATE OF 15 CUBIC FEET PER MINUTE PER OCCUPANT. 2010 CBC EXHAUSTED FAN 125 CFM MIN. 12 AIR CHANGES PER HOUR 1. CONTRACTOR TO FIELD VERIFY FOR EXACT LOCATION OF POC TO AVOID ALL CONFLICT WITH EXISTING CONDITION. 2. ALL SUPPLY DUCT WORKS TO BE INSULATED TO COMPLY WITH ALL REQUIREMENTS BY THE CMG AND THE T-24. I - . ' ~ ' ---I -- (S) ~ - I -[SJ [SJ -.---[SJ LJ [SJ -.. - I 8 __ a ----.. --'\ I w z 0 I a. 0 Cl w 0 z <( U) LL ,. w >--5 rn ,-: w w a:: >--U) >-~ z 0 (.) "' "' " ..,. I-z w ~ w w> u~ I I CL ~ J I -QI-z REVISIONS Date Scale Job ...J <( 0 z <( I 0 w ~ Sheet <( z w I- M2 Of Sheets I O> 0 0 N O> <( () 0 <( al en _J 0:::: <( () ~ s z 0 ~ > 0 z z co ll) ..... co