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HomeMy WebLinkAbout10245310-13.pdfI FIRE DEPTNOTES:-4- I_ INSTALL FIRE SPRINKLER SYSTEMS PER N . F . P . A . STANDARD 13 SHALL Blr PROVIDED: II. UNDERGROUND FIRE LINE PLANS REQUIRE A SUBMITTAL TO THE BUILDING DEPT. FOR FIRE DEPT. REVIEW, TO BE SEPARATE FROM THE PUBLIC WORKS GRADING PLAN. III. FIRE SPRINKLER SYSTEMS WITH 100 OR MORE HEADS REQUIRE 24-HOUR SUPER- VISION. THIS INCLUDES WATER FLOW AND TAMPER SWITCHES ON ALL CONTROL VALVES, ETC. IV. COMPOSITE WOOD JOIST CONSTRUCTION HAVING AUTOMATIC FIRE SPRINKLERS SHALL BE FIRESTOPPED IN CONFORMANCE WITH CURRENT EDITION OF N.F.P.A. 13. V. PLANS FOR THE KITCHEN HOOD EXTINGUISHING SYSTEM, IF APPLICABLE FIRE SPRINKLERS/MONITORING SYSTEMS SHALL BE SUBMITTED (3 COPIES) TO THE BUILDING DEPT. FOR FIRE DEPT. APPROVAL PRIOR TO INSTALLATION. VI. ALL FIRE SPRINKLER PLANS SHALL BE APPROVED BY THE BUILDING DEPT. PLANS SHALL INCLUDE: 1. PLAN VIEW SHOWING THE BUILDING'S STRUCTURAL FRAMING MEMBERS AND ALL POINTS OF HANGER ATTACHMENTS. 2. A RESPONSIBLE ENGINEER'S WET INK STAMP AND SIGNATURE APPROVING THE SYSTEMS SUPPORT LOCATIONS. VII. ALL UNDERGROUND FIRE LINES AND OVERHEAD SPRINKLER LINES SHALL BE HYDROSTATICALLY TESTED FOR TWO (2). HOURS AT 200 PSI. ALL UNDERGROUND FIRE LINES SHALL BE FLUSHED CLEAR. ALL TEST AND FLUSHING TO BE WIT- NESSED BY A FIRE DEPT. REPRESENTATIVE. �VIII.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SELF -RELEASING LOCK- ING DEVICES ON EXIT DOORS. IX. A SIGN THAT READS "THIS DOOR TO R04AIN UNLOCKE � P DURING BUSINESS HOURS-', WITH A MINIMUM ONE (1) INCH LETTERS SHALL BE POSTED ADJACENT TO EXIT DOORS #1, #2 & #8 AS NOTED ON THE FLOOR PLAN X. "EXIT" SIGNS SHALL BE BLOCK LETTERS, A MINIMUM OF SIX (6) INCHES HIGH WITH A STROKE OF NOT LESS THAN 3/4 INCHES. LUMINANCE ON FACE OF SIGN SHALL BE 50 LUX. )XI. "EXIT" SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND ENERGIZED FROM SEPARATE CIRCUITS. ONE OF THE ABOVE CIRCUITS SHALL BE PART OF THE EMERGENCY LIGHTING SYSTEM. XII. STORAGE., DISPENSING, OR USE OF FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GASES, AND HAZARDOUS CHEMICALS SHALL COMPLY WITH UNIFORM FIRE CODE REQUIREMENTS. XIII.HIGH-PILED COMBUSTIBLE STOCK, (COMBUSTIBLE MATERIALS IN CLOSELY PACKED PILES MORE THAN 12 FEET IN HEIGHT OR ON PALLETS IN RACKS MORE THAN 12 FEE HIGH, RUBBER TIRES, PLASTICS, AND SOME FLAMMABLE LIQUIDS MORE THAN SIX FEET) IN HEIGHT SHALL COMPLY WITH CALIF. FIRE CODE AND N.F. P.A. REGULATIONS. '4,, 0 rim ��g fr maw" 24X36 I Mo. 1000H CLL4RPMW* -- ---- - ----- REVISIONS1 1/2- ROUND STL. ROD ff x 1 1/21 TL. ANGLE 410 DIMENSIONS CURB MOUNTED INSTALLATION 1/4 SCALE IN �@�! #� N� w. low# qcmnwfwww, It 4 i Plan"Ing & Building 8L! + Ing and $a #4' y [ er i #t la I taaDISABLED ACC I ILE. P.O. sox 199s (101 s) E�" �i SantaAqk A 9270 APPLIGAM19 GUVE: 2001 CAUFURN1A BUILDING CODE (CPC) HO-23; 11-011-02 11336.1.1 Entrenves 1,11T8,5.7 En ttt►tu r t lgt?s all building entrances;that are' a to so 11336.1.1.1.1 usabfe by persons with fte0fftles 1, be 4Ontlfled All entrances and exterior ground -floor exit doors with at least one standard sign and with' additional to buildings and facilities shall be made acces- directional signs, as required, to be 461e to sible to persons with disabilities. Doorways shall persons along app inching West, ion ways. have a minimum clear opening of 32 inches (813 mm) with the door open 90 degrees, measure 11178.5 ]' Meunitrl lc►cailcn a!9 between the face of the door and the opposite Mounting hef,ght shaft be 6t? inches (14 4 mn1) stop. Openings more than 24 inches (61 D min) in above the finish floor to the center ire of the siren. depth shell comply with Sections 11188.1 and Mounting Awation shah bt1"clef> rm od so fhat a 1118t3.2. person may approach within 3 inch 1(76 nun) of sign . without encountprtng objects 1133.1.1.1.4 Gates. or standing within the swing of the t: All gates, including ticket gates, shall meet all applicable specifications for doors. i 11338.2.3.3 Revolving doors. DOOR Revolving doors shall not be used as required entrance for persons with disabilities. PRESSU FROM S)OOR OP NER i f f ..- BUMP AT F IAi$ED THRESHOLD 81=11 S�uU ' 'L WHEELS SM 113TN ' , ,SHED FLOOR PEOESTRMN ROUTE STOP Rk�. AAN }� OL MryESS0LF SEG. Al�f�t'S�A4y, STRp?E3 rrE9H.s-• AT36'ON P YPORpS FARI(INGt #N CENTER 6*0 MIN. .ATTYP, �( Ii'-0' N�tN�.gAT VAN WN. r V ' ptp�('i STALI Figure 118-188-Single Parking Staffs fin *A . N SPACE um Q *' OSHOWN 1/2 RAOIUS— rwwnu a v a WHITE AFFiC REFLECT 0 10' MIN. BOTTOM RAIL off RESERVED RUBBER BUMPER ON CHAIR � � FOR Figure 118.29-poor Construction Figure 10-2*0oor Constr SIGN ITO St CENNTDE � AT tot HANDICAPPED FIGURE 9 FIGURE 9 PAiDCENG S .ACE 7A o AREA Or Sim To ttE t t1t138,2.2 Width and #height. 11336.2.6 Snfooth OWN*. WN. Or 70 Sir. IN. OR doors ' TAM -- se"— Every required exit doorway shall be of a size as The bottom 10 inches (264 mrn) of l AN �-- N f d th 3 exce t automatic and sng Shah ve a smooth TE IV permit the in0ta atron o a oor n ass an p feet (914 mm) in width and not less than 6 feet 8 uninterrupted surface to allow the d r to be inches (2032 min) in height When installed in opened by a wheelchair footrest Out areaing exit doorways, exit doors shall be capable of a trap or hazardous condition. Whe a narrow opening at least 90 degrees and shall be so frame doors are used, s its -inch 0min) high mounted that the clear width of the exitway is not smooth panel shall be installed do push side a r� MUST K LOCATEf, IN less than $2 inches (813 mm). in computing the of the door, which wits allow the to be opened sT so THAT IS Vf £ gr A exit width required by Section 1003.2.3. the net by,a wheelchair footrest without cre4ting a trap or O I � ��� TOME IS PROPERLY dimension of the exitway shall be used. hazardous condition. PARKED W THE SPACE (CENTERED At EN111"Ot to STALL RECOMMENDED)' 11330.2.4.4 r 11338.24 FA+w lowl apt dodrt♦t. The space between two consecutive door Regardless of the pocupent load, to shall be openings in a vestibule, serving other than a hbor or landing on each side of a r required exit stairway shall provide a minimum of 48 inches (1219 mm) of clear space from any 1003.3.1.8 LatxpNngltN door opening into such vestibule when the door is Landings shad be level: except that ulterior positioned at an angle of 90 duress from its wttlings may have a slope not to )treed 114 unit closed position. Doors in a series shall swing vertical in 12 units.hori! (296 ;lope). either in the same direction or away from the ; . " U13 space between the,doors. 1 11336.2.5 Moser -effort to operate doors. PULL SIDE Maxreffort to operate doors shall not exceed 8 pounds (w N ) for exterior doors and 5 pounds 24" MIN. ''CLEAR pT EXTERIOR DOORS (22N) for interior doers, such pull or push effort being applied at right angles to hinged doors and 18' MIN. ' CLEAR i T INTERIOR DOORS G at the center plan of sliding or folding doors. Compensating devices or automatic door opera- tors may be utilized to most the above standards. When fire doors are required, the maximum effort to operate the door may be increased to the PROVIf E It" ADI)ITIANA minimum allowable by the appropriate adminis- jr SPACE IF R IS3 EtElitp trative authority, not to exceed 15 pounds (66.72 N). , { nSeq LATCIr ANC i ;� 1t4I ' MINI p AT 1:2 t PUSH SIDE . E =-71 SLOPE ------- Figure 111 �-- — { 1�-i�wer M+rn!r�v(srrn9 c as At Ctoors COMPRESSED CARPET FIGURE 12 1t4' MAX, BELOW THRESHOLD I r—FINISH FLOOR EVEN lJ � THRESHOLD 113:s6.2.4.2 MattllatftrJig 04ITtO000doom - - Xfh7lmum maneulrpir 41 lenrances st doors shall be as shown in FrIgure 11, 846A anq I I8-268. Figure 118-324hr"Wds The fluor or,grotllijt lea withirl.the Oquired frICiUR 9 clearancesaftelibelove!andcleat: Thelevel area l have q I the direction of door swing of StIoNst 6t) hones 524 mm) and 1130.2'.4.1 'Thresholds thtt length �`� thfe . c+f swing of the t%or or landing shall not be more than 112 48 inches (t2 t 9 riahrj 1;Is nreasuW # right angles inch (12.7 mm) lower than the threshold of the to ft plane of the door In its position. door- way. Change in level between inch (6 mm) and 112 inch (12.7 mm) shall be beveled with a 118.2:4.3 slope no greater than 1 unit vertical to 2 units The wldtn of the level area on th+e =110 which horizontal (5o% slope). Change in level greater tita door swings shall axiOnd 24 in(610 min) than 112 inch (12.7 mm) shall be accomplished by past the strike of the: door for xtenor doors means of a ramp. and 18 inches (40mm) post the STke edge for interior doors. I 11338.242 Door Hardwere ? Hand -;activated door opening hardware shall be centered between 30 inches (762 mm) and 44 ' inches (ilia mm) above the floor. Latching and locking doors that are hand -activated and which are in a path of travel shall be operable with a single ehort-by lever -type hardware, panic bars, push-pull activating bars or other hardware designed to provide passage without requiring the t ability to grasp the opening hardware. ( . �i 24 X 36 PRINTED ON Na.1000H CLEARPRINTO Fla-2:3 III ON. €ore € et sty Sr Mitt. FOR *ALL M OU14TED O'P or time MWAU E'NERAL REQUIREMENTS A. Warning signage regarding unauthorized use of disabled parking SPOM Is posted Conspicuously at each entrance to OffstreElt parking f9diiilas, Or immediately adjacent to and visible from each stall or spare. 112I19.II Fig.19 B. Warning signage states: "Unauthorized vehicles peal W in deall gnWlaBCCOW111e spaces not displaying di r ;llstft plaor apse plM es Ism for parts With disabilities may be towed awity at ownets OX—pon r. Towe v Klee may be reclaimed at or by telephoning -•" 112 ail Fig. 49 C. Blank spaces on sign(s) are flied in with appropriate Infwrtlation. 112,90>5 D. Size of lettering on signage Is a minimum of 1" In height. 11 2► .6 E. Sign(s) is not less then 17" x 22" in size. 11298.6 Fig." — 17" WIN. UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES sIGNEtt1NG ON SIGN Mtl'I'OE NOT DISPLAYING A MINII tit IN HB1r3H't DISTINGU SHINO PLACARDS loe1" OR LICENCE PLATES ISSUED FOR PERSONS MIN. WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT AAP1 i 01'' lNt" lsrrl�►T1C>N MUST BEiNCLUbto ON (Addrrtttt) SIGN (W'91, M 00 .1" OR BY TELEPHONING tl tll:l ti ) (Tolephono Numbor) F112. 1 � 101 F4 MMIL Al 4Z o 00 1/4 ~ Y2" DRYPACK 142" DRYPACK „ ..,y .�. { ti It F u •.�.-ww w�ww a.rwi .. Y.�.ww. wwww+N wN.i d, #5 O 12"o.c. EA. WAY ` X -" THICK BASE PLATE REVISIONS BY 72 tt/O�? ISJLb I TANr4: F7w6, Sheet I W_ I of Sheets I flAA 0 im 4. oil 24X36 PRINTED ON NO. 1000H CLEARPPJNTO t 24 X 36 PRINTED ON NO.9000H CLEARPRIN e Revisions By 4 GENERAL SITE PREPARATION (RATE PER 1000 S.F.) 3 CUBIC YARDS OF NITROGEN STABILIZED HARDWOOD SHAVINGS 50 POUNDS OF AGRICULTURAL GYPSUM 200 POUNDS OF GRO—POWER PLUS 5 POUNDS 12-12-12— FERTILIZER ROTO TILLED INTO TOP 8" OF EXISTING SOIL GENERAL AMENDMENT SHALL BE UNIFORMLY INCORPORATED AS PART OF FINISH GRADING WORK. GENERAL PLANT PIT BACK FILL (PER CUBIC YARD) 2/3 CUBIC YARD SITE TOP SOIL 1/3 CUBIC YARD KELLOGG GROW MULCH 2 POUNDS AGRICULTURAL GYPSUM 3 POUNDS GRO—POWER PREMIUM GREEN IRON (45%) PLACE GRO—POWER SLOW RELEASE TABLETS IN QUANTITIES AS FOLLOWS DURING BACK FILL. SEE SHRUB AND TREE PLANTING DETAILS, AT RIGHT, PLANT SIZE 1GAL 5GAL 15GAL 24"BOX 36"BOX 48"BOX 7 GRAM 12-8-8 3 8 12 15 18 22 21 GRAM 20-10-5 1 2 4 5 8 8 BROADCAST GRO—POWER PLUS PER MANUFACTURER'S INSTRUCTIONS OVER SURFACE OF WATERING BERM BEFORE MULCHING. COLOR BEDS (RATE PER 100 S.F.) SCREENED TOP SOIL 8" DEEP. 2 LBS. GRO—POWER FLOWER 'N' BLOOM 2 LBS, GRO—POWER CONTROLLED RELEASE 12-8--8 REPEAT FLOWER 'N' BLOOM EVERY THREE MONTHS OR AT REPLANTING FIRST 30 DAY MAINTENANCE APPLICATION (PER 1000 S.F.) BROADCAST 10 LBS. GRO—POWER PLUS DEPENDING ON RESULTS OF SOIL TEST ADJUSTMENTS TO THIS SCHEDULE MAY BE REQUIRED. PLANTING NOTES THESE DESIGN DRAWINGS ARE DIAGRAMMATIC SHOWING INTENDED LOCATIONS AND RELATIONSHIPS OF PLANTING ELEMENTS.. FINAL SITE CONDITIONS ALTERED DURING CONSTRUCTION MAY REQUIRE ADJUSTMENTS TO THE LAYOUT, ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL SUBMIT'A LIST OF ALL BOXED TREES 30 DAYS PRIOR TO SCHEDULED PLANTING FOR THE PURPOSE OF APPROVALS AT THE NURSERY BY THE OWNER OR HIS AGENT. CONTRACTOR IS RESPONSIBLE FOR FURNISHING PLANT MATERIAL FREE OF PESTS OR DISEASES AND NORMAL IN FORM FOR THE SPECIES AND DESIGN CALLED FOR ON THE PLANS. OWNER OR HIS AGENT SHALL HAVE THE OPPORTUNITY TO INSPECT AND APPROVE ALL ONE TO FIFTEEN GALLON PLANT MATERIAL AT THE JOB SITE PRIOR TO PLANTING. - HIGHLY VISIBLE AREAS WILL REQUIRE LAYOUT APPROVAL PRIOR TO PLANTING. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL WITH TREES INSTALLED AND A COVERAGE TEST COMPLETED PRIOR TO ANY CONTAINER OR GROUND COVER PLANT MATERIAL INSTALLATION. THE APPROPRIATE SOIL AMENDMENTS SHALL BE APPLIED TO ALL PLANTING AREAS PER THE SOIL AMENDMENT SCHEDULE AT LEFT. CONTRACTOR SHALL NOT INSTALL PLANT MATERIAL THAT IS WILTED OR HAS A DAMAGED ROOT BALL. CONTRACTOR SHALL NOT INSTALL TREES WITHIN TEN FEET OF ROTORS AND IMPACT HEADS OR WITHIN THREE FEET OF STREAM OR SPRAY HEADS. PLANT MATERIAL IN OR NEAR PAVING OR WALLS MAY REQUIRE PLANTING PRIOR TO HARDSCAPE CONSTRUCTION. CONTRACTOR SHALL PROTECT AND PROVIDE ADDITIONAL MAINTENANCE DURING CONSTRUCTION FOR ANY PLANT MATERIAL REQUIRING EARLY INSTALLATION. REFER TO THE DETAILS, AT RIGHT, FOR PLANT PIT DIMENSIONS, SUPPORT METHODS AND BACK FILL REQUIREMENTS. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM, SIZE, AND TEXTURE DENSITY. ROOT BARRIERS ARE REQUIRED FOR ALL TREES PLANTED WITHIN FIVE FEET OF ANY CURB, PAVING, WALLS, OR STRUCTURES. THE CROWN AREA OF TREES AND SHRUBS SHALL BE SLIGHTLY HIGHER, AFTER SETTING, THAN THE ADJACENT GRADE. SEE SHRUB AND TREE PLANTING DETAILS AT RIGHT. CONTRACTOR SHALL INCORPORATE A GRANULAR PRE -EMERGENCE IN GROUND COVER AREAS FOR WEED CONTROL. GROUND COVER SHALL BE PLANTED CONTINUOUSLY IN TRIANGULAR PATTERN @1'-0" O.C. SPACING PER THE PLANT LEGEND UNDER ALL TREES AND WITHIN 12" OF SHRUB CROWN. UNLESS OTHERWISE NOTED, ALL LANDSCAPE AREAS ARE TO BE TOP DRESSED WITH A 2" LAYER OF FINELY SHREDDED BARK MULCH AFTER ALL PLANTING IS COMPLETE. THIS LAYER IS IN ADDITION TO SOIL AMENDMENT MATERIAL, CONTRACTOR SHALL INCLUDE IN HIS BID A PRICE FOR COMPLETE MAINTENANCE OF ALL WORK FOR 60 DAYS AFTER FINAL ACCEPTANCE BY THE OWNER. MAINTENANCE SHALL CONSIST OF, BUT NOT BE LIMITED TO, KEEPING ALL AREAS WEED FREE, WATERED, PEST AND DISEASE FREE AND ALL OTHER WORK NECESSARY FOR HEALTHY $ VIGOROUS GROWTH AND APPEARANCE. CHESTNUT (Z 2° Lo" POLE$. 2' TRee TlEs roan. one TOP,TOP OTHER WHERE NECESSARY. NAIL TREE TIES TO LODGE POLE. FINISH GRAaESLOPE WHEREAPPU LE, 6' WATER BERM, KNISH GRADE, PLANTING TABLETS (3q BELOW FIMSH GRADE, )OMPACTED SACXFILL. DOUBLE TREE PLANTING SCALE - NONE Y DATE «' any Improvenwift "N* any Preaent o ==omor VINE LEGEND 24 "BOX GEIJERA PARVIFLORA (AUSTRILIAN WILLOW) 15 GAL CISSUS ANTARCITA i wra��Aae 5 GAL LIGUSTRUM TEXANUM 4. ee4wttroe{. { axcu _ ; Acre "AW Mow" SEt"-Wr PVMAT FOOMBRAM SHRUB PLANTING DETAIL SCALE -NONE MYOPORUM PARVIFOLUM PROSTRATUM GROUND COVER ROOTINGS PLANT 1'-0" ON CENTER Date: Setember 2004 Uxrswn By: J.B.R. Scale 1 /8" == 1' 1 Of 2 Revisions ® ■ IRRIGATION NOTES THIS SYSTEM IS DRAWN DIAGRAMMATICALLY, ALL PIPES, VALVES ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS ONLY. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND PREVENT OVER SPRAY ONTO HARDSCAPE OR BUILDING STRUCTURES. CONTRACTOR SHALL USE PRESSURE COMPENSATING SCREENS TO REDUCE RADIUS WHEN NOZZLE RADIUS IS REDUCED BY 50%. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN OBVIOUS UNKNOWN FIELD OBSTRUCTIONS OR GRADE DIFFERENCES EXIST. CONTRACTOR SHALL NOTIFY THE OWNER AND MAKE NECESSARY CORRECTIONS IN THE FIELD. CONTRACTOR SHALL VERIFY EXISTING PRESSURE AND AVAILABLE GPM PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER OF ANY DISCREPANCY OF PRESSURE OR GPMS NOTED ON THE PLANS AND EXISTING FIELD CONDITIONS IN THE EVENT OF FAILURE BY CONTRACTOR TO NOTIFY OWNER IMMEDIATELY OF ANY SUCH CONDITIONS, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE COSTS OF NECESSARY REVISIONS. CONTRACTOR SHALL INSTALL ALL NECESSARY SLEEVES UNDER WALKS AND HARDSCAPE. CONTRACTOR SHALL INSTALL VARIABLE ARC NOZZLES WHERE NECESSARY TO AVOID OVER SPRAY ONTO WALKS AND STRUCTURES. ALL SHRUB AREAS SHALL BE IRRIGATED WITH 6" POP-UP SPRAY HEADS. INSTALL BACK -FLOW PREVENTION DEVICE AS SHOWN ON PLAN, VERIFY REQUIREMENTS, IF ANY, WITH BUILDING OFFICIAL, CONTRACTOR SHALL NOT USE CLASS 160 OR CLASS 200 PVC PIPE. ALL PVC PIPES SHALL BE SCHEDULE 40, OR SCHEDULE 80 WHEN ABOVE GROUND. WHEN OPERATING PRESSURE IS OVER 80 P.S.I. USE CLASS 315 PVC PIPE FOR MAINLINE. VITAL, STATISTICS PRESSURE LOSS TABLE WATER METER SIZE WATER METER 7.8 PSI LOSS AT 100 PSI PSI -ELEVATION CHANGE MEASURED PRESSURE 8.5 PSI-BACKFLOW PREVENTER PSI -SPRINKLER HEADS SUPPLY PIPE SIZE _ 10 PSI -REGULATOR PSI -LATERAL MAX. AVAILABLE G.P.M. PSI -VALVES PSI -TOTAL PRESSURE LOSS CHESTNUT AVE. DOUBLE CHECK VALNT BOX WITH COVER: � OP ER UNION yP. AS REQUIRED) �a-MCH OFa M•(LENGTH 111:I!4fti .•..,. 10 ELL #ttlEftt. i I�,,;�� ald {AMAM FINISH GRADE COPPER FOAL ADAM ) ft*~ MAINLINE PIPE COPPER PIPE FROM POW-OF-CONHECTION Pyt M" ADAPTER PVC MAINLINE PIK KNOOD STAKE W1 NOTE, SUPPORT SIM "011e: >,0041CAL TO ,,, .NOMINAL Q= COUPLING VALVE INLET SRL BACK FLOW PREVENTER SCALE -NONE 6) QUICK -COUPLING VALVE SCALE - NONE @ I POP-UP SPRAY SPRINKLER SECTION mEW lCOVLED LINEAR LENOIH OF WIRE. MAINLINE, LATERAL. MAINLINE IATEWA. WOW IN WACER.R20)Of CONNECTION THE WHNQSWE IN NNCk PIPE PIPE CONDO m ((TtTAG NCN E BOX WITH COVER: FINISH ORADE/iOP OF MULCH .04 0 O • REP N BIRD PGAL DES r\ r MIN. PVC SON 8D NIPPLE (CLOSE) > PVC SCH 40 ELI. VALE W/O OUNDUIT �?W BRICK (V OF 4) ((gg _ WWII) PLED SCH 4O ELLN"'"' RUN WIRINO , mALL SOLYENF WELD 12E A 24-ILCN LOOP IN m "NLINE PIPE AND BESIDE MAINLINE. PLA412O PWIJO TO ALL YII2INO AT CHANGES PVC SON 40 TM OR ELL TAPE AND BUNDLE AT BE SNAKED IN Of DIHiECiION Of 3C M00ElS: i0-fDOT INTFkYA1S. TRENCH AS SHOWN, OR CRNER. UNIT AFTER ALL CONNECTIONS 200-PCd i` YX.VE PYC SGI Off MKE`AOAPTER HAVE BEEN MADE. L60-PHA . i-V WIVE 200-PCA a 2' YN.VAIN E PVC LATERAL PIPENOTES; T• TWiI C THE DW+IESF2i PEtaAW MM OF RE BUNDLE WITHIN,ITH1dQDlIE a pR$-D N131N0 3.03/ _, CMAIINWASNENUNID ORAYEL 2. PlpE AN0 YARE BURIAL o9nm RESIDDam MIN. 2,V - COMMERCIAL MIJ, 30' TRENCHING DETAIL SCALE -NONE REMOTE CONTROL VALVE SCALE - NONE (DI CONTROLLER TORO MODEL GK-212-04 FOUR STATION CONTROLLER O FINISH GRADEfTOP OF MULCH "ARV -ice MPR�Ho�2z4�E` NG ARM ASSEMBLY N&RD SA-8050 OR EOUIV. C LATERAL PIPE SCALE - NONE (D TORO MODEL GK-212--04 FOUR STATION CONTROLLER IN UV AND WEATHER RESISTANT OUTDOOR CABINET SCALE - NONE 2Q �.s VALVE SEQUENCE NUMBER 1 FLOW IN GPM 1" 16— NUMBER OF HEADS ON VALVE VALVE SIZE RAINBIRD 1806-SAM-PRS-15SST 4'X30' PATTERN - 1.21 G.P.M. RAINBIRD 1806-SAM---PRS-15EST VN 4'X15' PATTERN - 0.61 G.P.M. RAINBIRD 1806-SAM--PRS-12H 12' HALE CIRCLE - 1.30 G.P.M. RAINBIRD 1806-SAM-PRS-12Q 0 12' QUARTER CIRCLE - .65 G.P.M. RAINBIRD MODEL 33DRC QUICK COUPLER VALVE IN PLASTIC VALVE SOX. RAINBIRD PGA SERIES REMOTE CONTROL VALVE IN PLASTIC VALVE BOX, SIZE NOTED ON PLAN. NIBCO T-113 BRASS GATE VALVE, LINE SIZE. I SCHEDULE 40 PVC LATERALS, ---•-- $40------S40 ------ SIZE NOTED ON PLAN S40 w.....■■ SCHEDULE 40 PVC PRESSURE MAIN LINE F,*.j rn r- 4 I 00 ✓'"'"1 r4 u n 00 M 0t0 z V ; Setember 2004 m By: t J.B.R. Scale 1/8t1= 1' t Sheet: 2 Of 2'. NOTES a 1. ALL WORKS SHALL BE DONE ACCORDING TO ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. REFERENCE CODE: 2001 CBC. 2. QNSITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SHOULD ANY DISCREPANCIES ARISE, THE OWNER SHALL BE NOTIFIED BEFORE WORK CAN BE PROCEEDED. 3. ALL DEBRIS SHALL BE HAULED OFF THE SITE BY THE CONTRACTOR. EXISTING CONDITIONS SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER. 4. CONCRETE F'c = 2,500. PSI AT 28 DAYS. 5. STRUCTURAL STEEL MEMBERS SHALL BE ASTM A-36. STEEL TUBES SHALL COMPLY TO ASTM A500 GRADE B. ALL STEEL MEMBERS SHALL BE COATED WITH ZINC- BASED PRIMER AND A COAT OF PAINT. THE PAINT COLOR SHALL BE DETERMINED BY D&D GOLD. 6. WELDING ELECTRODE SHALL BE E70XX. WELDING SHALL BE DONE BY A CERTIFIED WELDERS. 7. SPECIAL INSPECTIONS: THE FOLLOWING ITEMS SHALL BE INSPECTED AND REPORTED BY A CITY- APPROVED DEPUTY INSPECTOR INSTALLATION OF HILTI KWIK BOLTS II. PLACEMENT OF ANCHOR BOLTS. CONSTRUCTION OF CONCRETE MASONRY WALLS, INCLUDING BLOCK PLACEMENT AND GROUT FILLING, FIELD WELDING. 8. CONCRETE MASONRY: THE CONCRETE UNITS SHALL BE GRADE A UNITS, CONFORMING TO THE ASTM C90 AND, IN ADDITION, THE REQUIREMENTS OF THE QUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY ASSOCIATION. F'm=1500 psi. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATION BY VOLUMES: ONE PART CEMENT, 1 PART LIME PUTTY, 4 1 PARTS SAND, AND SHALL CONFORM TO ASTM C270, IF PLASTIC TYPE CEMENT IS USED, THE LIME PUTTY SHALL BE OMITTED. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE RAION BY VOLUMES: ONE PART CEMENT, 3 PARTS SAND, OR ONE PART SEMENT, 3 PARTS SAND, 2 PARTS PEA GRAVEL. STEEL REINFORCEMENT SHALL BE DEFORMED BARS, CONFORM TO ASTM A615, GRADE 40 FOR #4 OR SMALLER, AND GRADE 60 FOR ABOVE. 4" TIES MAY BE PLAIN BARS. WIRE SHALL CONFORM TO ASTM A82. CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY WORKMANSHIP, AND ALL WALLS SHALL BE LAID TRUE AND PLUMP, PROVISIONS SHALL BE ARRANGED FOR ALL ADJOINING CONSTRUCTION. 9. LUMBER GRADES: DOUGLAS FIR. UNLESS NOTED OTHERWISE ON PLANS: STUDS & BLOCKING: STUD GRADE. ROOF RAFTERS, CEILING & FLOOR JOISTS #1 SUB- PURLINS #1 ROOF BEAMS SELECT STRUCTURAL POSTS #1 10. STRUCTURAL GLUED LAMINATED MEMBERS: LUMBER: DOUGLAS FIR LARCH COMBINATION. 24F-V4 FOR SIMPLY SUPPORTED BEAMS. 24F-V8 FOR CONTINUOUS OR CANTILEVERED BEAMS. ADHESIVES: WET -USE APPEARANCE GRADE: INDUSTRIAL CAMBER: SEE PLAN CERTIFICATES: FABRICATOR'S CERTIFICATE OF COMPLIANCE SUBMITTED TO THE BUILDING INSPECTOR AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION. G I a 00 1 2 Y 4 5 7 8 20J-8JJ T24J-0JJ 20'-0JJ y__20)-0JJ T__20'-0JJ 20'-8JJ 6J-0JJ I I 37'-4" EXISTING 8" C.M.U. WALL TO REMAIN J " i I I i 2 -2 S-5 I 1'-3" NEW CONC. FOOTING r----------" 6"—.--------- _—_'.------------------ 61 r-----------------------------------_..----------- CCJJ: _--- _--------------__-----_-- ------------ 6)) _--------i--------� I 1 �J I t 1 I CJ 1 [.� 11 6 44 I I I I I 1 1 f r� 1 1 v1/ ( 41 Ll ✓ 1 I 1 ' E 6>J 64,J JJ 6J1 illrl Ii N ' rJ Qj 6) 1 4JJ 4JJ ✓ { All 1 {t `\ t I r ' F-1 ,- F-1 I- F-1 I- F-1 I_ ; 1 6JJ ,� - 1 6,J 1 1 I- I 6JJ 1 1 , I JJ - - h� . I � i �. I I I i 1 1 1 I 6 i = - - - - — - - - - - - - - rj !— ! I [ + 1 f Cp I 1 I I I f t I © L..__ __ i 'tl I �' 1 `•i_ 1 1 t tJ �+J3 6 r ? 1 1 I , j 1 6JJ \ 6JJ 4"1 I � I I 1 4 - - Q �� ' I STEEL STUD WALL CD 1 I r`r TYP. ; 1 + 1 12 �--4 ' i t 6" 4JJ ' FOUNDATION SCHEDULE F-# W x L x H REINFORCING REMARKS F-1 6'-0"x6'-0"x 15" 6-#6 AT 12" MAX. E.W. S-6 F-2 4'-6"x4'-6"x15" 5-#5 AT 12" MAX. E.W. S-6 F-3 1'-6"x1'-6"x12" 2-#4 AT 12" MAX. E.W. SIM. S-6 LEGEND PROTECTION: ALL MEMBERS SHALL BE PROTECTED BY PAPER WRAP UNTIL INSTALLED. ENDS OF MEMBERS SHALL BE SEALED FROM 7 7 NEW 8" C.M.U. WALL W/ 16"x16" PILASTER WHERE OCCURS. ATMOSPHERIC CONDITIONS. EXISTING 8" C.M.U. WALL TO REMAIN. 11, STEEL STUDS: STEEL STUDS SHALL BE C STUDS, AS 6„ MANUFACTURED BY CEMCO. UNLESS NOTED OTHERWISE ON PLANS, NEW STEEL STUD WALL Wj NORMINAL SIZE OF STEEL STUDS STEEL STUDS SHALL BE OF 18 GAGE AND 1 85"FLANGE. 1 C`'� 0 :it .34-0 P SHOWN. AT i C: " C.C. it - A — ! � S-4 I ! ! I + , 4Jx , ! , 3 NEW 8x8x16IC.M.U. WALL ` 41 ( TYP) I I 6„ 6�J } F-2� ® F-21 F-2 F-2 F-2 8JJ j ! ii3 i----____ _ ____________------_-----_j L------------------- i i--_----------------- i --------- _1- I ---------i f---------------------- r-------- r------------------- F--- __ r-----_------,-; r-------- �__ !-------"-- L____J L__ �___—�—L__--_---- �____� �____� 1 __ 1 ________ L--_—r � NEW 16x16 C.M.U. PILASTER � � � SIM.) ' ' ( TYP. ) I ' N�S-5 ' { J JJ � J » > ss s » � � sJ J » J » � J » J » 20 -8 9 -4 + 14 -8 10 -8 1 9 -4 20 -0 9 -4 ! 10 -8 20 -8 125J-4" 2) (2a N 3a) (4 Q4 FOUNDATION PLAN rl 1/8" = 1'-0'J - NORTH { D&D-SPL01.DWG ) 5) (5a) (6) (7 a No. S2457' Exp. 3/31 f 06 CT¢ �J _o A_. I _ C r- 0 00 _ _ CE - - -1--{ F O LO O K Qo NORTH D&D—SPL02.DWG c 60 Lu o. S2457 cal Exp. 3/31/06 kp CT OF' c LEGEND: `zEF== NEW 8" C.M.U. WALL W/ 16"x16" PILASTER WHERE OCCURS. 7= EXISTING 8" C.M.U. WALL TO REMAIN. 6" NEW METAL STUD WALL W/ NORMINAL SIZE OF METAL STUDS SHOWN. ;z ROOF FRAMING PLAN 1/8" = V-0$y ( D&D-SPLUM NOTES : 1. CONTRACTOR TO VERIFY LOCATION AND SIZES OF AC UNITS WITH MECHANICAL DRAWINGS. 2. ADD ROOF BEAMS TO SUPPORT AC ROOF CURB. AS SHOWN, VERIFY DIMENSIONS OF AC ROOF CURB W1 MECHANICAL DRAWINGS. PROVIDE SIMPSON " HU " AT EACH END OF BEAMS AS REQUIRED ( TYP. 6� �ROFESSXOUk I R. No. S2457 Exp. 3 31 06 CN OF, I'm NAILING DIAGRAM : ( N.T.S. ) NAILING SCHEDULE : ZONE (D { BLOCKED EDGES ZONE B.N. 8d NAILS AT 4" O.C. B.N. 8d NAILS AT 6" O.C. E.N. 8d NAILS AT 4" O.C. E.N. 8d NAILS AT 6" O.C. F.N. 8d NAILS AT 12" O.C. F.N. 8d NAILS AT 12" O.C. B.N. : BOUNDARY NAILS, E.N. : EDGE NAILS, F.N. : FIELD NAILS. LEGEND : / //�/- NEW 8" C.M.U. WALL W/ 16"x16" PILASTER WHERE OCCURS. =-z7-= EXISTING 8" C.M.U. WALL TO REMAIN. 2x SOLID 2x4 SUB—PURLINS AT BLOCKING 24" O.C. ( SEE PLAN 2x BLOCKING AT 24" 0. ID 111 \ \ 111 ID 18 GA. DEEP TRACK—/ METAL STUD WALL 2-66 ARGH. DR-141a Li I �" S E E VIX-) T F- I GYP. BOARD BOTH SIDES) L-N-J-- WALL PARALLELED WALL PERPENDICULAR WITH SUB-PURLINS TO SUB-PURLINS INTERIOR WALL TO ROOF D ETA I L (2'� iff = V-00 ( D&D-SDT16.DWG ALTERNATE ROOF BEAMS : THE FOLLOWING TRUSJOIST PARALLAM BEAMS MAY BE USED IN LIEU OF ROOF BEAMS SPECIFIED ON DRAWINGS: SPECIFIED -,PARALLAM BEAM (ICC # ER-4979) 414 SS DF 3 "'X14" 2.0E 4X1 6 SS DF 3 "'X16" 2.OE 4X1O SS DF 3 �"X95' 2.OE 4X12 SS DF ,3 "'X1�.25" 2.0E 1/2" CDX PLYWOOD SHEATHING z 0 n cn I I 2" CLR. 121" CLR. cn 1/2" CDX STRUCT. I SIMPSON HUTF PLYWOOD SHEATHING HANGER TYP. A/y =1Z 2x SUB-PURLIN SEE PLAN, #z A/ / O.C. ( SEE PLAN 416 PURLINS AT 8- 0 CONT. 412 LEDGER W3/4"0 ANCHOR BOLTS AT 48" MAX. O.C. W/1•I GLUE LAM BEAM 6" EMBEDMENT SEE PLAN V 18 GA. x 2" FLANGES DEEP TRACK ( TYP 8x8x16 C.M.U. WALL WITH #8 S.M.S. ( TYP. 2-#5 AT 16" O.C. ( V. ) & #5 AT 48" MAX. O.C. ( H. 1 GAP GROUT ALL CELLS WITH 4 x18 GA. C STUDS REINFORCING A/ AT 16" O.C. 6"x18 GA. C STUDS AT 16" O.C. 18 GA. DEEP TRACK 2x4 PLATE 1 1/2" LIGHT WEIGHT CONC. OVER 3/4" T & G PLYWOOD SIMPSON " HU214TF HANGER it 2x SOLID BLOCKING 18 GA. DEEP TRACK CONT. 3x12 LEDGER W/ 3/4 0 ANCHOR BOLTS 2x14 FLOOR JOISTS AT 32" MAX. O.C. W/ SEE PLAN 6" EMBEDMENT 2-SOLID BLOCKING AT 8'-0" O.C. ( HORIZ. W/ CONT. FLAT STRAP AT 48" O.C. ( VERT. ALSO SEE DETAIL + + TYP. S-5 4"x18 GA. C STUDS AT 16" O.C. GYP. BOARD, SEE ARCH. DWG ( TYP. #3 AT 48" O.C. DOWELED INTO EXIST. CONC. SLAB 4". TYP. W/ HILTI HIT ADHESIVE— #3 AT 48" O.C. DOWELED INTO EXIST. CONC. SLAB EXIST. CONCRETE W1 HILTI HIT ADHESIVE SLAB ON GRADE ( TYP. a 3-#12 S.M.S. 4" STEEL STUDS AT 24" O.C. 4 3" WIDE x 12 GA. ANGLE << 12 1/2" 5/8"0 A.B."S AT 24" O.C. 16 GA. DEEP TRACK #10 S.M.S. ( TYP. 2-#5 CONT. TYP. 1/4" FT. 4" STEEL STUDS AT 24" O.C. \-2-#10 S.M.S. AT EACH END ( TYP. 5'- 0 I u S.M.S. ( TYP. ) 16 GA. DEEP TRACK 3-#12 S.M.S. 04 • W1 0 m ADJACENT FINISHED SURFACE 3" WIDE x 12 GA. ANGLE 4" -721/2 ry 4" STEEL STUDS AT 24" O.C. 00 0 1/2" CDX PLYWOOD N cli SHEATHING 5/8"0 A.B."S AT 24" O.C. I sit I 1 .0 E71 _M I I' 11-1 r7a I if-7177-1 I r77 -177 1 ifFl —r=-i I 1 -111 111 [till I m T. 44r T—il 14 1-1 I MI I I 1�-1 I 1:��I I IE�l I rl lr:=4 ,j 1 r �11 I-{� 1 rFI 11 -1ri 1=11 -I F, 111 C'4 0 =1 I 1EEI I F _l g= F' 48" It MAX. O.C. W/ 6" MIN. _01 11 5/8 0 ANCHOR BOLTS AT EMBEDMENT TYP. IT,;,III—III.-1 1$-3) 2—#5 CONT., TOP & BOTTOM 2)-4Ij 2, - e. SECTION _rc_"� 3/4" = 1'-0" ( D&D-SSIC01M #10 S.M. S. ( TYP. ) 16 GA. CONT. DEEP TRACK 1/2" CDX PLYWOOD SHEATHING 4" STEEL STUDS AT 241, O.C. #10 S.M. S. ( TYP. ) 16 GA. CONT. DEEP TRACK -1/2" CDX PLYWOOD SHEATHING K FIN. FLOOR rl� 1 0 11=�1111M�dm c"'i co ry 2-2x6 n I M V) n (D 48x48 SKYLIGHT >_ tv (SEE PLAN) cx x 416 J-d 'PURLINS AT 8'-0" 0. C. 3/01 12 D ETAI L ri_"� 1/2" = 1'-01$ ( D&D-SDT14.DWG SECTION ('A_"� 1/8$p = i I —Olt D&D-SSCOI.DWG 4 SECTION KB'_� 1/8$p = 1 t-O)" ( D&D-SSCO2.DWG -SIMPSON "U24" -2x4 BLOCKING ( TYP. -SIMPSON "LSTA 24" STRAP ( TYP. ) FIN. FLOOR TRI�T MINH NGO STRUCTURAL ENGINEERS 378 SAYSIOE r->F?IVE SOUTH LONG D&D GOLD 310 CENTER STREET SANTA ANA, CALIFORNIA SECTIONS & DETAIL DESIGNED BY: T.M.N. DATE: 04-2004 1 SCALE: AS NOTED DRAWN BY: T.V.N. JOB NO.: DWG. N 0. S-4 CHECKED BY: T.M.N. I SIN AT 1 / SH 4x, SIN H,4 CC 3/ AT 6) p # IN k E> SL 2- TC SECTION (A*�� 3/4" = 1$-0lj ( D&D—SSC04.DWG I-' cn Ld 'Ilk 7 NNW/ 2-#5 CONT. ( TYP. 14.5 DOWELS AT 16 #.C. ( ALT. BEND CONT. 4x12 LEDGER 5/8"0 THREADIDED TIE ROD IN ADDITION TO TYP. 3/4"0 ANCHOR BOLTS AT 48" O.C. 416 PURLIN, SEE PLAN SIMPSON PHD2—SDS3" WITH SDS X3 WOOD SCREWS ( BOTH SIDES ALT. : USE 2—SIMPSON "HD5A" WITH 2-3/4"0 THRU BOLTS 8x8x16 C.M.U. WALL WITH #5 AT 16" O.C. ( V. & #5 AT 48" MAX. O.C. H. GROUT ALL CELLS WITH REINFORCING 4" AT 48" O.C. DOWELED INTO EXIST. CONC. SLAB co ADJACENT 5)) W/ HILTI HIT ADHESIVE FINISHED SURFACE EXIST. CONCRETE • SLAB ON GRADE CD I N C-4 A' 2 2 2'-611 SECTION (B"� 3/4" = 11-0" ( D&D—SSC05.DWG 2—#5 CONTINUOUS TOP & BOTTOM I f"\ t-1 I / 1 11 1 'IN 4�XO SOLID n 2-16d NAILc ( TYP. ) 2x10 W/ 16( TO 4x6 BLO, 6"x18 GA. C AT 16" O.C. ( TYP. ) D ETA L 3/4" = 11-0)l D&,D—S0lT12.DW&'),. I /nIl /-nv c-rol it- .� 1. 1 'HING I 0 8 !LTI 11 TH 7 N T AB 8" C.M.U. WALL 4xl 2 LEDGER ( ANCHOR BOLTS SHOWN FOR CLii USE 2—TSI3 SOLID BLOCKS AT O.C. ( HORIZ. FLANGES AND BEND WEB TO FORM A 4" OVERLAP, USE 2 J10-16 S.M.S. EACH SIDE---\,, 0 8" C.M.U. WALL 2-3/4"0 ANCHOR BOLTS EACH SIDE OF PURLIN CONT. 412 LEDGER 5/8 $) 0 THREADDED TIE ROD ( TYP. ) 4x16 PURLIN, SEE PLAN SIMPSON PHD2—SDS3" WITH SDS 4X3 WOOD SCREWS ( BOTH SIDES ALT. : USE 2—SIMPSON HD5A" WITH 2-3/4 " 0 THRU BOLTS SECTION 3/41) = 1 '-01) ( D&D-SK06,M "PHD5—SDS3" WOOD SCREWS HOLE THRU G.L.B PLAN ), D ETA L 2*_'� 3/4" = 11-0f) ( D&D—SDT13.DWG METAL STUDS AT 16" O.C. SEE PLAN } CONTINUOUS STEEL STRAP AT 481, O.C. INSIDE OF PARTITION STUDS W/ 1—#10-16 S.M.S. AT EACH STUD & 3—#10-16 AT EACH BLOCK D ETA L (',_3� 3/4" = V-0" ( D&D—SDT15.DWG TRIET MINH NGO itinvu-i STRUCTURAL ENGINEERS 378 8AYSIDE DRIVE SOUTH I_C>NC; IREFAGH, GALL 90803 Te-ol. ( 562 ) 438-6861 D&D GOLD 310 CENTER STREET *ANTA ANA, CALIFORNIA I SECTIONS & DETAILS I DESIGNED BY: T.M.N. DATE: 04-2004 1 SCALE: AS NOTED DRAWN BY: T.V.N. JOB NO.: DWG. NO. s' 5 CHECKED BY: T.M.N. I 4 COLUMN 1 1 2" TYP. 1/4 46- COLUMN AW BASE PL 3/4x12x1'-0 � -5" DIA. PIPE COLUMN 3/4 $1 0 A-325 ANCHOR BOLTS WITH 8" MINIMUM EMBEDMENT TYP. D ETAI L ri 1 = 1'-0" D&D—SDTOl.DWG 4)) 3-3/4" A-325 BOLTS G.L.B. SEE PLAN :X U " PLATE 1/4 t 0, ;: - < -00 0 > 00 "5 _Q0 3/16 / - EMBEDDED 6$) PL 1/2x12x2' DETAIL 3/4" = 1 I-0$p D&D—SDT05.DWG 1/2" PLYWOOD SHEATHING SIMPSON "LB26" HANGER 2x6 SUB-PUR LINx SEE PLAN CONT. 4x12 LEDGER W/ 3/4"0 ANCHOR BOLTS AT 24" MAX. O.C. W/ HILTI HIT ADHESIVE INTO GROUTED CELLS EXIST. 8" C.M.U. WALL D ETAI L COLUMN 1 1/2" TYP. BASE PL 3/4x12x1'-0" 1 COLUMN 5" DIA. PIPE COLUMN 3/4 " 0 A-325 ANCHOR BOLTS WITH 8" MINIMUM EMBEDMENT TYP. D ETAI L 2---), D&D—SDT02 . DWG G.L.B. SEE PLAN JOIN EXIST. (TYP. ) EXIST. CONCRETE SLAB ON GRADE CDT CONCRETE v FOUNDATION TO COLUMN, SEE PLAN -DAP TOP OF BEAM �-AS REQUIRED 4-#6 VERT. 0 0 12 #5 ANCHOR BARS 6 AT 8" O.C. EACH 0 11 0 it DIRECTION ( 8- 0- 0 11 0* 0 TOTAL {{ TYP. 3 /8 0 0 0. C. #3 AT 8 8" C.M.U. WALL BEYOND 4x PURLINS NOT SHOWN -0 or x PUR CLARITY FOR CLARITY WALL HORIZ. REINF. 16x16 C.M.U. PILASTER D ETAI L 3/4" = 11-0$p D&D—SDT06,DWG 1/2 0 THRID RODS W/ HILTI HIT ADHESIVE AT 32" O.C. B.N. 1/2" PLYWOOD SHEATHING SIMPSON "LUS46" HANGER--,\ CONTRACTOR SHALL LOCATE GROUTED CELLS PRIOR TO INSTALLING 3/4"0 ANCHOR BOLTS 4x6 SUB—PURLIN ( SEE PLAN SIMPSON " PHD2-SDS3" WITH SDS 1 X3 WOOD - SCREWS 4 5/8"0 THREADDED TIE ROD IN ADDITION TO TYP. 3/4"0 ANCHOR �/ BOLTS AT 48" O.C. 4x PURLIN TYP. ) SIMPSON "HCCTA7-5" HINGE CONNECTOR WITH 2-3/4"0 ROTATION BOLTS & 3-3/4"0 SLOTTED TENSION BOLTS PER EACH G.L.B. COLUMN & FOUNDATION z 51) DIA. PIPE COLUMN 0� r (10 4 BASE PL 3/4x12x1'-0 1 0 3/4"0 A-325 ANCHOR 77 0 BOLTS WITH 8" MINIMUM rrl EMBEDMENT TYP. .4*' da '4- 4 X. II I_ 4" TYP. 6'-0" SQUARE SAW CUT & REMOVE EXIST. CONIC. SLAB AS REQ'D. FOR NEW FOUNDATION D ETAI L 3 3/4" = 1)-0$I D&D—SDT03.DWG SIMPSON "MST48" OVER 4x PURLINS G.L.B.( SEE PLAN PL 3/8x12x1$-8)) BOTH SIDES 3/40 A-307 BOLT--) TYP. 11A I N 1 " I / TYP. - 1/4N ICI 1/8$) TYP. 6" X 18 GA C STUDS AT 16" O.C. PL 3/4x8x1'-8" 5" DIA. PIPE COLUMN 6" X 2" FLG X 12 GA CHANNEL D ETAI 3/4" = 1'—Off #10 S M S TYP. D&D—SDT07.DWG B.N. EXIST. 8" C.M.U. WALL PL 1/4x3x0l-3" 4x12 LEDGER SEE DETAIL D ETAI L ri —1, 3/4" = 1' ) —01$ 3/41$ = l)—O)) 3/4 = 1 0 mqr)—cnTnci nW(' 1 D&D—SDT10.DW D&D—SDT11.DWG D ETAI L (i fl #3 AT 18" O.C. E.W. DOWELED INTO EXIST. CONIC. SLAB W/ HILTI HIT ADHESIVE 6-#6 AT 12" O.C. MAX. E.W. 8 8 "hAc--rAO f, OVER #3 AT 18" O.C. E.W. 41) DOWELED INTO EXIST. CONIC. SLAB W/ HILT[ HIT ADHESIVE JOIN EXIST. ( TYP. EXIST. CONCRETE SLAB ON GRADE 75; L ;z 1 r= njCONCRETE FOUNDATION IL 11L 11, 4:v 44. O 4 a. w'. 44. a .d a' Iha�, SEE PLAN 5-#5 AT 12 O.C. SAW CUT & REMOVE MAX. E.W. EXIST. CONC. SLAB AS REQ'D. FOR NEW FOUNDATION D ETAI L 4 3/4" 1 1-0p) D&D—SDT04.DWG -G.L.B. ( SEE PLAN -PL 3/8x12x1'-1" BOTH SIDES -3/4"0 A-325 BOLT- TYP. .1 4 - TYP. 1/4 - - - - - - - - - . It - — - — - — -- \-5" DIA. PIPE COLUMN-/ 1/8)1 (TYP. 8" C.M.U. WALL, SEE PLAN 7 D ETAI L 8'� 3/43/4"= 1'-0" D&D—SDT08.DWG . No. S2457 % Exp. 3/31/06 �T/C OFF CAI 4-#6 VERT. 16x16 C.M.U. PILASTER 8" C.M.U. WALL BEYOND #3 AT 8" O.C. ADJACENT FINISHED SURFACE :H 4-#6 DOWELS WALL FOOTING BEYOND 8 13 TFI�T MINK NGO STRUCTURAL ENGINEERS 378 SAYS10E DRIVe 8(:7UTH L,C>N(3 BEACH, CALIF.90803 Tel. ( 562 ) 438-6861 D&D GOLD 310 CENTER STREET SANTA ANA, CALIFORNIA DETAILS DESIGNED BY: T.M.N. DATE: 11-2004 SCALE: AS NOTED JOB NO.: 0 WG. NO. DRAWN BY: U.N. S -6 CHECKED BY: T.M.N. A) The person with overall responsibility for 1) Heat pumps with supplementary electric P) Each space conditioning system shall be construction or the person responsible for resistance heaters shall hove controls: installed with controls that comply with the installation of regulated manufactured Items 1 and 2 below: devices shall post, or make available with the 1) That prevent supplementary heater building permit(s) issued for the building, operation when the heating load con be 1) Are capable of outomatically shutting theinstallation, Certificate() for met by the heat pump alone; and off the system during periods of non—use man u actured devices regulated by the and shall have: Appliance Standards or Part 6. Such 2) In which the cut —on temperature for installation Certificates) shall be made compression heating is higher than the a) An automatic time switch Control available to the enforcement agency for all cut —on temperature for supplementary device complying with Sec. 119(c), appropriate inspections. These certificates heating, and the cut—off temperature for 9' h p with an accessible manual override shall: compression heating is higher than the that allows operation of the system cut—off temperature for supplementary for up to 4 hours; or 1 Identifyfeat } features required to verify heating. b) An occupancy sensor, or compliance with the Appliance Standards Part 6 Sec 112(b} c) A four—hour timer that can be and manually operated. 2 Include a statement indicatingthat the J) The Lesser of the minimum rate of outdoor air EXCEPTION: Mechanical systems serving retail stores and associated malls, installed devices conform to the required by Sec. 121(b)2, or three complete restaurants, grocery stores, churches Appliance Standards and Part 6 and the air changes shall be supplied to the entire and theaters equipped with 7—day requirements for such devices given in building during the one hour period programmable timers. I the pans and specifications approved by immediatelyf r $ it ' i normally before e the building s norms y the local enforcement agency; occupied. 2} Automatically restart and temporarily c 2 Sec. 121 () operate the system as required to 3) State the building permit number under maintain: which the construction or installation n K} Hotel/Motel Guest Room Thermostats shall have was performed. numeric temperature setpoints in degree F; a) A setback heating thermostat and setpoint stops accessible only to setpoint, if the system provides See. 10-103(o)3A authorized personnel, to restrict over— mechanical heating; and heating and over —cooling. B) After installing wall, ceiling, or floor EXCEPTION: Area with the design winter insulotion, the installer shall make Sec. 122(c) outdoor temperature of greater than available to the enforcement agency or post 37F. in a conspicuous location in the building a L) All air distribution system ducts and certificate signed by the installer stating plenums, including, but not limited to, b) A setup cooling thermostat that the installation is consistent with the building cavities, mechanical closets, air— setpoint, if the system provides plans and the requirements of Section 10— handler boxes and support platforms used as mechanical cooling. 1O3(a)2A. The certificate sholl also state ducts or plenums, shall be installed, sealed the manufacturer's name and material and insulated to meet the requirements of the EXCEPTION: Area with the design summer identification and the installed R—value, current CMC sections 601, 603, 604, and outdoor temperature of less than 1OO"F. standard 6-3, Portions conveying conditioned Sec. 10-1O3(o)4 air shall either be insulated to a minimum EXCEPTION: Systems serving hotel/motel guest installed level of R-4.2 or be enclosed rooms, if they have a readily accessible C) Manufactured fenestration products shall: entirely in conditioned space. Connections of manual shut—off switch. metal ducts and the inner core of flexible Sec. 122(e) 1) Have temporary label, not to be removed ducts sholl be mechanically fastened. Openings sholl be sealed with mostic, tape, before inspection by the enforcement agency, listing the certified U—factor aerosol sealant, or other duct —closure system 0} The piping for all space conditioning and and SHGC, and certifying that air that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B. If mastic or tape service water heating systems shall be leakage requirements of Sec. 116(a)1 are is used to seal openings greater than 1/4", the insulated in accordance with Table 1—G. met; and combination of mastic or either mesh or tape Sec. 123 2) Have a permanent label meeting the shall be used. requirement of Sec. 10-111(o)2 if the Sec. 124(a) R) heating systems shall be equipped with product is rated using NFRC procedures. automatic au m c temperature contras capable o P M) Outdoor adjustment from the lowest to the highest Sec. 1160) air supply and exhaust equipment acceptable temperature settings for the p p g shall be installed with dampers that p intended Use as listed in Table 3, Chapter 45 D} Field fabricated fenestration products and automatically close upon fan shutdown. of the 1995 ASHRAE Handbook, HVAC exterior doors shall be caulked between the Sec. 122(f) Applications Volume. fenestration products or exterior door and Sec. 113(a)1 the building, and shall be weatherstripped. N} The minimum ventilation rate specified in EXCEPTION: Unframed glass doors and fire Section 121(b)2 shall be provided for all S) Service water heating systems and Equipment doors. ventilation systems serving the building in shall meet the applicable requirements of accordance with one of the procedures Table 1—C11 subject to the all the Sec. 116(b) outlined in Section 121(f). requirements of section 113(b). E) Joints and other openings in the building Sec. 121(f} Sec. 113(b) envelope that are potential sources of air leakage shall be caulked, gasketed, T) Circulating service water heating systems weatherstripped, or otherwise sealed to limit O) The thermostatic controls for HVAC systems shall have a control capable of automatically infiltration and ex€iltration. shall meet the following requirements as turning off the circulating pump when hot applicable: water is not required. See. 117 a) Each space conditioning zone shall be Sec. 113(G)2 F) The opaque portions of framed demising walls controlled by an individual thermostatic in nonresidential buildings shall have control that responds to temperature within U) Lavatories in public restrooms shall have insulation with an installed R—value of no the zone and meets the applicable controls that limit the water supply less than R-11 between framing members. requirements of Subsection (b), temperature to 11O'F. Sec. 118(e) b) Each Thermostatic control required by Sec. 113(c)3 Subsection (a) shall be capable of being G) All insulating material shall be installed in set locally or remotely by adjustment or F) Duct systems used with blower type equipment which compliance with the flamespread rating and selection of sensors to control: are portions of a heating, cooling, absorption, evaporative smoke density requirements of Section 707 of cooling or outdoor air ventilation system sholl be the UBC. 1) Comfort heating down to 55'F or sized in accordance with Chapter 16, Part 11 Reference lower. Standards of the California Mechanical Code. Sec. 118(c) 2) Comfort Cooling up to 85°F or H) The builder shall provide the building owner higher. or the person(s) responsible for building maintenance (in case of multi —tenant or 3) Both heating and cooling, the centrally operated buildings) at occupancy thermostatic controls shall be THE SIZING OF THE DUCT SYSTEM SHOWN ON the following: capable of providing a temperature THE MECHANICAL PLANS WILL COMPLY WITH range or dead bond of at least 5'F ACCA MANUAL 0 OR ANOTHER APPROVED 1) Operating Information. A list of the within which the supply of heating and cooling energy to the zone is METHOD PER SECTION 601.2 OF THE 2001 heating, cooling, water heating, and shut off or reduced to a minimum, CALIFORNIA MECHANICAL CODE. lighting systems & features, materials, components, and mechanical devices See. 122(a}&(b} AN AiR BALANCE TEST WILL BE REQUIRED TO installed in the building, and VERIFY THE PROPER AMOUNT OF OUTSIDE AIR instructions on how to operate them TO COMPLY WITH THE T-24 CALCULATIONS, efficiently. BEFORE FINAL OF THIS PROJECT. 2) Maintenance information. Required routine maintenance action shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying the maintenance manual. 3) Ventilation Information, A description of the quantities of outdoor and recirculated air that the ventilation system are designed to provide to each area, Sec. 1 0--1 O3(b) TITLE 24 REQUIREMENTS TITLE 24 REQUIREMENTS TITLE 24 REQUIREMENTS CERTIFICATE OF COMPLIANCE Port 1 of 2 ENV— CERTIFICATE OF COMPLIANCE Part 1 of 2 MECH-1 CERTIFICATE OF COMPLIANCE Part 2 of 2 MECH--- PROJECT NAME DATE E2 GOLD 1 PROJECT ADDRESS 310 CENTER STREET SANTA ANA PRINCIPAL DESIGNER - ENVEL PE TELEPHONE Building Permit JOSE LUCiANO & JOE KITASHiMA 714 628-0559 DOCUMENTATION AUTHOR TEE PH04 Chocked by/0 a - TERRY ENGINEERING 714 838-1124 Eillotcoment how Use DATE OF PLANS UILDING CONDITIONED FLOOR AREA CLIMATE ZONE 06 26/04 5,8765 .Ft. 8 NIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM BUILDING TYPE ®NONRESIDENTIAL ❑ ❑ PPMHH�A}HS{{{E}�ppOFFp CONSTRUCTION ( NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION ❑ EXISTING + ADDITION Gt?MPLI EENEELOPE ❑ COMPONENT [ OVERALL ENVELOPE ❑ PERFORMANCE STATEMENT OF COMP IANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. -11 The documentation preparer hereby certifies that the document is accurate and corne. DOCUMENTATION AUTHOR SIGN DATE 12 17 2004 The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other comptwnce forms and worksheets, with the speoifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in Sections 110, i16 through 118, and 140, 142, 143 or 149 of Title 24, Part 6. Please check one: { I hereby affirm that 1 am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preoration; and that I am licensed in the state of California as a civil engineer or mechanical engineer, or i am a licensed architect. ❑ i affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737,3 to sign this document as the person responsible for its preparation; and that ! am a licensed contractor performing this work. ❑ I a#ilrm that I am eligible under Division 3 of the Business and Professions Code to sign this document because It pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATURE DATE UC. ENVELOPE A DATORY MEASURES Indicate location on plans of Nate Block for Mandatory Measures INSTRUCTIONSAPPLICANT _TO For detailed instructions on the use of this and all Energy EfficiencyStandards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. ENV-1: Required on plans for all submittals, Part 2 may be incorporated in schedules on plans. ENV-2: Used for all submttals; choose appropriate version depending on method of envelope compliance. ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for assembly U-volue to be calculated. [En-ro 3.1 By Enem&ft User Number 2448 Job Number, 040871 P;ae3 of 27 ENVELOPE COMPLIANCE SUMMARY Part2crf2 ENV-1 • rJEQT NAME DATE r ► .. rr4 UE Solar Gains Loggfion .. ci N= XaR#,4VJ it ��Comments "IrI IMT FROM iDnE.Olm!Pl. t+.l.i1t+11� �y +�,.1[�l(i lA=t:Lt7:f1.]!1111: /: i•1.1� lufff- M Fk±�C+Iy Bit±•ELi�`lilt[iC+fT;' S ,Ti1 7rI3s® `t Ci +r x � t •6T��9�[��I+� +��'Is����iiii'tf� : w,Tt�"it�G'I71�',�l3il����� r• [i �, u , • -�� . i i [+li[�lt+;•1iE%il�ll�1 • ,, . , ,�'lil� « �"�tfLG�..4 �� %�,•tTr3t+1� •++ /rIF�?��=��i'II��i[+tZ13'��t"ttll�7GCr��R�{SIF�'i!C— « � --• Amain] r C�IiT3tfL1:,Crli� 'nMI��>•m�ilMI1C11[+x111i"ll:,li1iR t ii��t'YMi1MIMr. [i]F It EI•�I+�t'tlttY lit Ill i; ii)1' t1 31►G�t+7 itC Iffill S�t",txl��['•Z!�� ; ; W«iin101low.i�ti3uJym. N`iE[+i®�lEI►�1t11[g t +C9�C+I r ®f •t�"liiiI;�31�QiIK'I• +/.�' �0�+ i".�lrrf���i1'�'7' r fi�l.[f®{[F7if' +lEI+�ET�1i'#fIMI �« •,. ,... �31� e t � e t'.IfwF�'i�Ii�3�Ci3�i'� �.:� In. 1► TIMMi 9M- M[AMINKI•11"i Nlfc ii'I1'u'21lii�t>���!�'�I��EI«;•�[°11�EII[+�"d+7t�"It�3iiL?t4ii'��l r : o U7-„ =.. + « ="riimt�; i l� INARRIT EATIONURFACE rrriMT=+i77.iFJ•ii.Dn617,7�HStiIAtIF,'l�itaii=lfZ�iSltxt I{f�;7ii��.R.�i(a7'ail�iii,T„T7i!iitllKTiiiT�,t .7rTi7r3%7nnY.�.A �..�zaarL�w��aa+�s�+ram asc,rar,Inca.�+atiE�natna,�s:�a�rzaaKaaraa.�caz:a� R i � 1�■11�frr�lr■r�11� trrr�®rr�rir, rnrrr�wn�i����rr�rtrrrrr� ... RI OR HADING ENVELOPE MANDATORY MEASURES ENV---MM PROJECT NAME D &D GOLD DATE12/17f2004� DESCRIPTION Designer Enforcement ® 1118(o) Installed Insulating Material sholl have been certified by the manufacturer to comply With the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. ® 1118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. ® 1117(c) All Exterior Joints and openings in the building that are observable sources of air leakage shall be coukced, gasketed, weatherstripped or otherwise sealed. ® 1116(b) Site Constructed Doors, 'Windows and Skyllghts stroll be caulked between the unit and the building, and shag be weotherstripped (except for unframed glass doors and fire doors). ❑ 1116(a)iMcmufactured Doors and windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E, of the Standards. Manufactured fenestration products must be labeled for U-value according to NFRC procedures. ® 1118(e) Demising Waits fn Nonresidential Buildings; The opaque portions of framed demising walls in nonresklentiol buildings shag have Insulation with an installed R-value of no few than R-11 between framing members. l EneravPro 3.1 By Eneraft User Number: 2448 Job Number 040871 Pa ea5 of 27 PROJECT NAME DATE PROJECT ADDRESS 310 CENTER STREET SANTA ANA PRINCIPAL DESIGNER - MECHANICAL TELEPHONE Wilding Permit D & D GOLD 714 206-6678 DOCUMENTATION AUTHOR TEL HONE Checked by/Date TERRY ENGINEERING..1 7 4 8 -1124 38 Enforcement Agency Use GE ER INFORMATION DATE OF PLANS CON D BUILDING IiIONE F1OO AREA C MATE ONE 0 26 04 5,8765 ,Ft. I S BUILDING TYPE [2 NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEL/MOTEL GUEST ROOM PHASE OFCONSTRUCTION ® NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION ❑ EXISTING + ADDIiION � A&MECHANICAL ® PRESCRIPTIVE ❑ PERFORMANCE PROOF OF ENVELOPE COMPLIANCE ❑ PREVIOUS ENVELOPE PERMIT ❑ ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLJANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building anicat requirements. The documentation preparer hereby certifies that the documentation is accurate and cam DOCUMENTATION AUTHOR 51GNATU DATE 2 17 2004 The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, The proposed building has been designed to meet the mechanical requirements contained in Sections 110 through115, 120 through 124, 140 through 142, 144 and 145, Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, or mechanical engineer or i am a licensed architect. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work, ❑ 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or t of work described pursuant to Business and Professions Code sections 5537, 5538 s YP and 6737.1 PRINCIPAL MECHANICAL DESIGNER - NAME SIGNATURE DATE UC. i !LAECH6NICAL MAN ATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures INSTRUCJIQNS TO APPLICANT For detailed Instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commiesion. MECH-1: Required on plans for all submittals. Parts 2 may be incorporated in schedules on plans. MECH-2: Required for all submittals, but a be incorporated in schedules on plans. q.may R MECH-3: Required for all submittals unless required outdoor ventilation rates and airflows are shown on plans per Section 4.3.4. MECH-4: Required for Prescriptive submittals. Ever ro 3,1 EneraySoft User Nwnber. 249 Job Number: 040871 Pa eJ6 J 27 CERTIFICATE OF COMPLIANCE Part 2 of 2 MECH— SYSTEM NAME VENTILATION OUTDOOR DAMP ECONOMIZER O.A. CFM ' T anae C: Outside Air Cert. 0 0: Gravity r W: Water eC U oar r CFM. M. 0ut. Air Measure N: Not Required Note: Thls shall be no D; Demand Control EC: Economizer less than Col. H on N: Natural ConMI See Section MECH-3. • r ♦ r .r+• m, CONTROL ..,.19901111111 it M"MiM PIPE INSULATION REQUIRED? SYSTEM NAME TIME CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? F VAV MINIMUM POSITION CONTROL? SIMULTANEOUS ? DOLING SUPPLY RESET V Tt Tl N 00008 DAMPER ECONOMIZER E -3 CQWMN 1) 0MINQ EQUIPMENT TYPE COOLING EQUIEME N7 EFFIC! NCY MAKE AND MODEL UMBER MECHANICAL_ MANDATORY MEASURES Part 1 of 2 MECH—MM PROJECT NAME DATE DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies 1111 Any appiianae for which there is a California standard established in the Appliance Efficiency Regulat'rons w81 comply with the applicable standard, ❑ 1115(a) Fan type central furnaces shalt not have a pilot light, ❑ 1123 conveying fluids Fahrenheit�rot withtin shninsttlatsd�ein acaardance With Standards Section 123. 1124 Air handling dust systems shop be installed and insulated in compliance with Sections 641, 603 and 604 of the Uniform Mechanical Code. Controls 1122(e) Each space conditioning system shotl be installed with one of the fallowing: ❑ 1122(e)tA Each space conditioning system serving building typos such as offices and manufacturing facilities (arxi all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with on acaessibie manual Override that allows operation of the systarn dudng off -hours for up to 4 haws, The time switch shall be capable of programming different schedules for weekdays and weekends; incorporate an automatic holiday 'shut- off' feature that toms off all loads for at least 24 hours, than resumes the normally scheduled operation; and has program backup capabikties that prevent the kxus of the device's program and time setting for at feast 10 hours if power is interrupted; or ❑ I 122(e)iB An occupancy sensor to contral the operating period of the system; or ❑ 1122(e)1C A 4-hoer timer that can be manually operated to control the operating period at the system. © I122(e)2 Each space conditioning system shalt be installed with controls that ismporardy restart and temporarily operate the system as required to maintain a setback healing and/or a setup sooting thennos#at setpoint ❑ 1122(g) Each space conditioning system carving multiple zones with o combined conditioned floor area more than 25,000 square. feet shall be provided with isolation zones, Each zone: shall not exceed 25,000 square feel; steak be provided with isolator devices, such as valves or dampers, that allow the supply of heating or coating to be setback or shut aN independently of other isolation ands; and shall be controlled by a time control device as described above. I 122{a8rb} Each space conditioning system shalt be controlled by an fndividual thermostat that responds to temperature within the zone. Where used to aantrol heating, the control Shall be adjustable down to 55 degrees F or lower. For coaling, the aantrat sfxdi be adjustable to to 135 degrees F or higher. Where used for bosh heating and cooling, the control shadl be capable of providing a deadband of at least 5 degrees F xv'khin which the supply of heating and coai'org is shut off or reduced to 0 minimum. i 122(c) Thermostats shall have numeric setpoirds in degrees Fahrenheit (F) and adjustable setpoin# stops accessible only to authorized personnel 1Z,y i 112(b) heat pumps steak he installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump atone. MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH—M PROJECT NAME DATE Descri Lion Dasi ner Enforcement Ventilation 1121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation ratan as specified on these plans. ❑ I f 22(f) Gravity or automatic dampers interlocked and dosed on fan shutdown shah be provided on the outside air intakes and discharges of all space conditioning and exhaust systems, ❑ 1122(f) All gravity ventilating systems steal{ beprovided with automatic or readily accessible manualP/ operated dampers in all openings to the outside, except for combustion air openings. 1121{f)f Ate' Bala+taing; The system shah be balanced in accordance with the National Environmental Balancing Bureau {NEBB) Procedural Standards {1983}, or Associated Air Balance Council (A4f3C) National Standards (1989); or ❑ 1121{f}2 Outside Air Certification: the system shaft provide the minimum outside air as shown on the mechanical drawings, and shall be measured and ertifind by the dnstakin� licerreed C-20 mechanical contractor and certified by (f� the design mechanical engineer, (2) the instoking kcenced 0-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventdkatton system; or ❑ 1121(f)3 Outside Air Measurement: The system shag be quipped with a calibrated Local or remote devise capable of measuring the quantity of outside air an a continuous basis and disptay+ng that quantity an a readily accessible display divine; or ❑ I121(f)4 Another method approved by the Commission. Service Water Heating Systems ❑ N 1 f 3{b}2 1f a circulating hat water system is installed, it shaft have a control capable of automatically taming off the airautoE'ircJ pump(s) when hat avatar is not required. of ❑ /113(b)38 t#in�psi 0 public facilities shall be equipped with controls to limit the outlet peratwe degrees F. ❑ 1113(b)3C Lavatoriis in restroorns of public facilities shale be equipped with one of the following: Outlet devices that limit the flew of hot orator to a maximum of 0.5 gakarro per minute. Foot actuated control valves, and ouNe# devices that limit the flow of hat water to n maximum of 0.75 gallons per minute. Proximity sensor actuated control valves, and outlet devices that limit the flaw of hat water to a maximum of 0.75 gallons per minute. Self -closing valves, and outlet devices that limit the flaw of hot avatar to a maximum of 2.5 gallons per minute; and 0,25 gallons/cycle (circulating system}. Self -closing valves, and outlet devices that kmk the flow of teat rooter to a maximum of 2.5 gallons per minute, and 0.50 gakans/alb (non�irsuta6ng.itystem}.; Self -dosing valves, and auUek devices that kmR the flaw of trot water to o maximum % of 2.5 gallons per minute, and 0.75 gallons/cycle {loaf srwichss and proximity sensor controls}. LU UJ UJ Z UJ CU Lai Or al API UJ AVW in T-24 .r.r. REVISIONS L l�r V I r v r N4. 17104 �r Exp.3-34-2Q06 �r W • w LL W i= Dote: 12%17/20O4 Scale... AS NOTED Drawn:..... CL chocked: JT Plat Dote: 12/17/2004 Job Na: 040871 Sh�st: